Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
AD07-265 - Original - MA Mortenson Company - Kent Events Center Maximum Allowable Construction Cost (MACC) Estimate - 08/10/2007
=No,. • Mortenson construction M A Mortenson Company 14719 N E 29th Pace Bellevue, WA 98007 main 425 895 9C00 fax 425 376 0300 August 10, 2007 www mortenson com Mr. Brad Tong Shiels Obletz Johnson, Inc. 700 Fifth Avenue, Suite 2475 Seattle, WA 99104 Dear Brad. Enclosed please find our Maximum Allowable Construction Cost (MACC) Estimate for the Kent Events Center. Specifically included in this package are the Subcontracting Plan, an Estimate Summary, the Estimate Detail, the Project Schedule, the Estimate Narrative, and the Contract Drawings and Specifications. • We have specifically listed the allowances and value alternative assumptions utilized to reach this agreement within the estimate Narrative This basis will provide us a starting point to move forward with construction and the completion of design. We appreciate your effort and cooperation related to achieving the MACC. Should you have any questions, please contact me at 425-895-9000. Jim - wan Vice Presid t Enclosure • KENT EVENTS CENTER-MACC ESTIMATE di►1M'" Mortenson KER WASHINGTON consVu"on MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July 26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTIONUNIT ' COST COST FOUNDATIONS BID PACKAGE LUMP SUM TOTALS 1 110 BID PACKAGE 101 (EARTHWORK)-FOUNDATIONS 10 LS 264,507 264,507 (10%) 2 110 BID PACKAGE 102(DEEP FOUNDATIONS)- 10 LS 1,126,800 1,126,800 FOUNDATIONS 3 110 BID PACKAGE 103(CIP CONCRETE/PRECAST/ 10 LS 4,205,816 4,205,816 STEEL)-FOUNDATIONS TOTAL BID PACKAGE LUMP SUM TOTALS 5,597,123 000500 ACCEPTED VALUE ENGINEERING ITEMS 3 112 BP 103(REBAR OTY REDUCTION)-FARW EST QTO 10 LS (290,000 00) (290,000) REVISION 3 114 BP 103(ALLOWANCE REDUCTION)- 10 LS (200,000 00) (200,000) WATERPROOFING SYSTEM TOTAL 000500 ACCEPTEDVALUE ENGINEERING ITEMS (490,000) 022400 DEWATERING SYSTEMS 2240 100 CASUAL DEWATERING(INCLUDED WITH BP-103) FYI 2250300 WELLPOINT DEWATERING(NOT REQ'D) FYI TOTAL 022400 DEWATERING SYSTEMS 032100 CONCRETE REINFORCEMENT 3250102 FOUNDATION REINFORCING(INCLUDED WITH FYI BP-103) TOTAL 032100 CONCRETE REINFORCEMENT 033100 CAST-IN-PLACE CONCRETE 3350005 FOUNDATION CIP CONCRETE(INCLUDED BP-103) FYI TOTAL 033100 CAST-IN-PLACE CONCRETE 071700 BENTONITE WATERPROOFING 7150301 BENTONITE WATERPROOFING(INCLUDED WITH FYI BP-103) TOTAL 071700 BENTONITE WATERPROOFING 072100 BUILDING INSULATION(THERMAL) 7201 215 UNDERSLAB RIGID INSULNOID FORM(INCLUDED FYI WITH BP-103) TOTAL 072100 BUILDING INSULATION(THERMAL) 312321 STRUCTURAL EXCAVATION 2320 010 STRUCTURAL EXCAVATION(INCLUDED WITH BID FYI PACKAGE 101) TOTAL 312321 STRUCTURAL EXCAVATION 316316 AUGER CAST PILES 2460110 PILING(INCLUDED WITH BID PACKAGE 102) FYI 2460 400 PILE LAYOUT 3600 EA 2398 8,632 2460418 PILE CUTOFF 18" PILES 3600 EA 10802 38,888 2460550 SPOIL REMOVAL(INCLUDED WITH BP-101) DAY 2460555 SPOIL HAULOFF/DISPOSAL(INCLUDED WITH TCY BP-101) 2460 900 PILE LOAD TEST(BY OWNER) FYI 2460 950 'ADDITIONAL PILES REQ'D FOR CRANE ACCESS EA ON SLAB 2460 950 ADDED PILES(24 EA-40'DEEP) 9600 VLF 5000 48,000 2460 960 PILE LAYOUT 240 EA 2398 575 2460 965 PILE CUTOFF 18'PILES 240 EA 10802 2,593 Page 1 ENT EVENTS CENTER-MACC ESTIMATE Man- Mortenson KENT,WASNINGTON construction MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July26,2007 Cost Management Detail Project Qly 154400 GSF DESCRIPTIONQUANTITY UNIT TOTAL COST COST FOUNDATIONS TOTAL 316316 AUGER CAST PILES 98,688 321123 AGGREGATE BASE COURSE 2320229 AGGREGATE BASE COURSE(INCLUDED WITH BID FYI PACKAGE 101) TOTAL 321123 AGGREGATE BASE COURSE 334600 SUBDRAINAGE 2620 100 UNDERSLAB DRAINAGE ALLOWANCE(INCLUDED FYI WITH BP-103) TOTAL 334600 SUBDRAINAGE TOTAL FOUNDATIONS 5,205,811 LUPERSTRUCTURE AFAW BID PACKAGE LUMP SUM TOTALS 3111 BID PACKAGE 103(CIP CONCRETE/PRECAST/ 10 LS 7,638,461 7,638,461 STEEL)-SUPERSTRUCTURE 3 112 BID PACKAGE 103(CIP CONCRETE/PRECAST/ 10 LS 286,373 286,373 STEEL)-EXTERIOR ENCLOSURE TOTAL BID PACKAGE LUMP SUM TOTALS 7,924,834 000500 ACCEPTED VALUE ENGINEERING ITEMS . 3 211 BP 103(ACCEPTED VA)-PC TOLERANCE 10 LS (500,000 00) (500,000) REVISIONS 3 213 BP 103(ACCEPTED VA)-ELIM SEAT/MEP INSERTS 10 LS (250,000 00) (250,000) AT PC 3 217 BP 103(ACCEPTED VA)-SUPPLY/ERECT SPLIT 10 LS (150,000 00) (150,000) CREDIT 3 250 BP 103(ADDITIONAL ACCEPTED VA)-SPECIFICS 10 LS (300,000 00) (300,000) TO BE DETERMINED TOTAL 000500 ACCEPTED VALUE ENGINEERING ITEMS (1,200,000) 032100 CONCRETE REINFORCEMENT 3250 102 SUPERSTRUCTURE REINFORCING(INCLUDED FYI WITH BP-103) TOTAL 032100 CONCRETE REINFORCEMENT 033100 CAST-IN-PLACE CONCRETE 3350 005 SUPERSTRUCTURE CIP CONCRETE(INCLUDED FYI BP-103) TOTAL 033100 CAST-IN-PLACECCNCRETE 034310 PC STRUCTURAL CONCRETE 3410025 PRECAST STADIAIWALLS(INCLUDED WITH FYI BP-103) TOTAL 034310 PC STRUCTURAL CONCRETE 051200 STRUCTURAL METAL FRAMING 5100000 STRUCTURAL STEEL(INCLUDED WITH BP-103) FYI TOTAL 051200 STRUCTURAL METAL FRAMING 078116 SPRAY-ON FIRE RESISTIVE MATERIAL 7800050 SPRAY-APPLIED FIREPROOFING(PRIMARY STEEL 114,7270 GSF 325 372,863 MEMBERS ONLY-RAKERS AND STADIA SUPPORT MEMBERS/SUITE FLOOR AND ROOF MEMBERS/COLUMNS TO UNDERSIDE OF LONG SPAN TRUSSES) 7800 050 SPRAY-APPLIED FIREPROOFING-BOH(NOT GSF REQUIRED) 7800060 PATCH/REPAIR FIREPROOFING 2400 HRS 7500 18,000 Page 2 KENT EVENTS CENTER-MACC ESTIMATE man.. Mortenson KENT,WASNINGTON construction MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July 26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTIONQUANTITY UNIT TOTAL COST COST tUPERSTRUCTURE 7820 100 INTUMESCENT FIREPROOFING(NOT REQUIRED) FYI TOTAL 078116 SPRAY-ON FIRE RESISTIVE MATERIAL 390,863 TOTAL SUPERSTRUCTURE 7115,697 rXTERIOR ENCLOSURE 000500 ACCEPTED VALUE ENGINEERING ITEMS 10 100 ENCLOSURE REVISION FROM ESTIMATED TO 1 0 LS (152,285 00) (152,285) SPEC ALLOWANCE OF($3,770K) TOTAL 000500 ACCEPTED VALUE ENGINEERNG ITEMS (152,285) 032100 CONCRETE REINFORCEMENT 3251 021 REINF STEEL MATERIAL(INSTALL BY MASONRY 70 TN 1,10000 7,700 SUB)-BOH CMU(#4-16"OC VERTS-25-H-892LF WALL) 3251 023 REINF STEEL MATERIAL(INSTALL BY MASONRY 01 TN 1,10000 132 SUB)-SOUTH ELEV CMU(#4-8"OC VERTS-8'H- 24LF WALL) TOTAL 032100 CONCRETE REINFORCEMENT 7,832 042200 CONCRETE MASONRY UNITS 4200 400 **EXTERIOR ENCLOSURE" FYI • 4200 480 8"STD CMU WALL-BOH 23,192 0 VSF 1850 429 052 4200482 SPECIAL COURSING PREMIUM-BOHWDWS 2280 VSF 925 2109 4200 484 8"STD CMU WALL-SE CORNER 1920 VSF 1850 3,552 4200 492 "DRY-BLOCK"ADDITIVE-CMU&MORTAR(NOT 23,3840 VSF INCLUDED-SEALER APPLIED) 4200494 CMU VERTICAL EXPANSION JOINTS(BOH WALLS- 7750 VLF 125 969 30'OC) TOTAL 042200 CONCRETE MASONRY UNRS 435,682 049100 MASONRY CLEANING 4200490 POWERWASHEXTCMU-BOH 23,1920 VSF 025 5,798 4200494 POWERWASHEXTCMU-SE CORNER 1920 VSF 025 48 TOTAL 049100 MASONRY CLEANING 5,846 064100 STRUCTURALSTUDS 9111 403 EXT STUDS-N ELEV CROSS-AISLE 5,3430 SF 700 37,401 9111405 EXTSTUDS-SUITE LEVEL 14,9860 SF 700 104,202 9111 413 EXT STUDS-HALO AT LONG SPAN 8,4250 SF 700 58,975 9111 415 EXT STUDS-N/S LONG SPAN TRUSS FACE 3,3320 SF 700 23,324 9111 419 EXT STUDS-MECH SCREEN (138'L X 18'H) 2,4840 SF 700 17,388 9111450 EXTSTUDS-CONCOURSE SOFFIT 10,5300 SF 650 68,445 9111 452 EXT STUDS-E/W ENTRY SOFFIT 1920 SF 650 1,248 9111 470 EXT STUDS-COLUMN COVERS(NOT REQ'D) 1,1780 SF TOTAL 054100 STRUCTURALSTUDS 310,983 055800 COLUMN COVERS 5580 100 COLUMN COVERS AT SOUTH ELEVATION FYI EXTERIOR SUPPORT COLUMNS (NOT REQUIRED EXPOSED STRUCTURE) TOTAL 055800 COLUMN COVERS 061643 EXTERIOR GYPSUM SHEATHING 9111 403 5/8"EXT SHEATHING-N ELEV CROSS-AISLE 5,343 0 SF 220 11,755 9111 405 5/8"EXT SHEATHING-SUITE LEVEL 14,886 0 SF 220 32,749 9111 413 5/8"EXT SHEATHING-HALO AT LONG SPAN 8,425 0 SF 220 18,535 Page 3 KENT EVENTS CENTER-ENO ESTIMATE man.. Mortenson KENT,WASHINGTON construction MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July 26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTIONQUANTITY UNIT TOTAL COST COST tXTERIOR ENCLOSURE 9111 415 5/8"EXT SHEATHING-N/S LONG SPAN TRUSS 3,3320 SF 220 7,330 FACE 9111 419 518"EXT SHEATHING-MECH SCREEN(NOT FYI REQUIRED) 9111 450 5/8" EXT SHEATHING-CONCOURSE SOFFIT 10,5300 SF 220 23,166 9111 452 518"EXT SHEATHING-E/W ENTRY SOFFIT 1920 SF 220 422 TOTAL 061643 EXTERIOR GYPSUM SHEATHING 93,958 071910 WATER REPELLENT COATINGS 7190 000 **WATER REPELLENTS** FYI 7190 100 WATER REPELLENT COATING(BOH CMU) 23,1920 VSF 065 15,075 7190 102 WATER REPELLENT COATING(SE CORNER CMU) 1920 VSF 065 125 9960 000 **HIGH PERFORMANCE COATINGS** FYI 9960420 ANTI-GRAFFITTI COATING(15-H BOH CMU) 13,3800 VSF 085 11,373 9960 422 ANTI-GRAFFITTI COATING(SE CORNER CMU) 1920 VSF 085 163 TOTAL 071910 WATER REPELLENT COATINGS 26,736 072100 BUILDING INSULATION(THERMAL) 7200 003 6"BATT INSUL -N ELEV CROSS-AISLE 5,3430 SF 1 10 5,877 7200 005 6"BATT INSUL -SUITE LEVEL 14,8860 SF 1 10 16,375 7200 013 6"BATT INSUL -HALO AT LONG SPAN 8,4250 SF 1 10 9,268 7200 015 6"BATT INSUL -N/S LONG SPAN TRUSS FACE 3,3320 SF 1 10 3,665 7200 019 6"BATT INSUL -MECH SCREEN(NOT REQUIRED) FYI 7200 450 6"BATT INSUL -CONCOURSE SOFFIT 10,5300 SF 1 90 20,007 7200 452 6"BATT INSUL -E/W ENTRY SOFFIT 1920 SF 1 90 365 7200 460 6"BATT INSUL -LIGHT COVE(SOFFIT) 6670 LF 210 1,401 7200 462 6"BATT INSUL -LIGHT COVE(CMU) 3120 LF 210 655 7200 500 6"BATT INSUL -INT FACE OF EXT WALL(BOH 17,8400 SF 110 19,624 CMU 892LF X 20-H) 7200 600 18" BATT INSUL -UNDERSIDE BOH ROOF(NOT 35,6390 FYI REQUIRED) 7200 601 18" BATT INSUL -UNDERSIDE SUITE CONCOURSE 11,1600 FYI (NOT REQUIRED) 7200 603 18" BATT INSUL -UNDERSIDE SUITE ROOF(NOT 18,5050 FYI REQUIRED) TOTAL 072100 BUILDING INSULATION(THERMAL) 77,236 072700 WATER AND AIR BARRIERS 7270 401 ***TYVEK TYPE MATERIAL FIGURED FOR AIR FYI BARRIER- 7270 403 AIR BARRIER-N ELEV CROSS-AISLE 5,3430 SF 1 15 6,144 7270 405 AIR BARRIER-SUITE LEVEL 14,8860 SF 1 15 17,119 7270 413 AIR BARRIER-HALO AT LONG SPAN 8,4250 SF 1 15 9,689 7270 415 AIR BARRIER-N/S LONG SPAN TRUSS FACE 3,3320 SF 1 15 3,832 7270 419 AIR BARRIER-MECH SCREEN (NOT REQUIRED) FYI 7270 450 AIR BARRIER-CONCOURSE SOFFIT 10,5300 SF 1 15 12,110 7270 452 AIR BARRIER-E/W ENTRY SOFFIT 1920 SF 1 15 221 TOTAL 072700 WATER AND AIR BARRIERS 49,114 074213 METAL WALL PANELS AND CLADDING 7400 400 **PROFILED MTL PANEL(AEP HR-36 OR SIMILAR) FYI 7400 403 PROFILED MTL PANEL-N ELEV CROSS-AISLE 5,3430 SF 2100 112,203 7400 413 PROFILED MTL PANEL-HALO AT LONG SPAN 8,4250 SF 21 00 176,925 7400 415 PROFILED MTL PANEL-NORTH/SOUTH LONG 3,3320 SF 21 00 69,972 SPAN TRUSS FACE Page 4 KENT EVENTS CENTER-MOO ESTIMATE Ed-E" Mortenson KENT,WASNINOTON oorutrucllan MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July 26,2007 Cost Management Detail Project Qly 154400 GSF DESCRIPTIONQUANTITY UNIT TOTAL COST COST CXTERIOR ENCLOSURE 7400 420 "FLAT MTL MTL PANEL(MORIN F-24 OR SIMILAR) FYI 7400 421 FLAT MTL MTL PANEL-SUITE LEVEL 14,8860 SF 2500 372,150 7400 423 FLAT PANEL-SUITE WINDOW REVEAL PREMIUM 7560 SF 1000 7,560 7400 425 FLAT MTL PANEL-MECH SCREEN (138-L X 18-H) 2,4840 SF 2500 62,100 7400 450 STAINLESS STEEL METAL PANEL-CONCOURSE 10,5300 SF 7300 768,690 SOFFIT(16-SLOPE DIMENSION) 7400 460 LIGHT COVE-CONCOURSE SOFFIT 6670 LF 4000 26,680 7400 462 LIGHT COVE-SOFFIT(GRIDS A&KJ7 5 TO 12) 3120 LF 4000 12,480 TOTAL 074213 METAL WALL PANELS AND CLADDING 1,608,760 076200 FLASHING AND SHEET METAL 7620 400 "ENCLOSURE FLASHING&SHEET METAL"' FYI 7620 401 SHT MTL FLASHING-EXT CMU 23,3840 VSF 045 10,523 7620 403 SHT MTL FLASHING-EXT MTL PANELS(SUITE) 14,8660 VSF 045 6,690 7620 405 SHT MTL FLASHING-EXT MTL PANELS(CROSS 5,3430 VSF 045 2,404 AISLE) 7620 407 SHT MTL FLASHING-EXT MTL PANELS(HIGH) 11,7570 VSF 045 5,291 7620 411 SHT MTL FLASHING-SECURITY WDW PERIM 660 LF 650 429 7620 413 SHT MTL FLASHING-BOH WDW PERIM 1320 LF 650 858 7620 415 SHT MTL FLASHING-E/W SUITE WDW PERIM 3300 LF 650 2,145 7620 417 SHT MTL FLASHING-SOUTH SUITE WDW PERIM 4280 LF 650 2,782 7620 421 SHT MTL FLASHING-STOREFRONT SILLIHEAD 1,1680 LF 650 7,592 7620 423 SHT MTL FLASHING- ENTRY SILL/HEAD 400 LF 650 260 TOTAL 076200 FLASHING AND SHEET METAL 38,974 079200 JOINT SEALANTS 7900 201 EXT SEALANTS-PROFILED MTL PANEL 17,1000 VSF 040 6,840 7900 203 EXT SEALANTS-FLAT MTL PANEL 15,6420 VSF 040 6,257 7900 205 EXT SEALANTS-FLAT MTL PANEL(NOT FYI REQUIRED AT MECHANICAL SCREEN) 7900 207 EXT SEALANTS-STAINLESS STEEL SOFFIT PANEL 10,5300 SF 040 4,212 7900401 EXT SEALANTS-BOHSECURITY WDW 660 LF 325 215 7900 414 EXT SEALANTS-BOH T-BIRD FITNESS 540 LF 325 176 CLERESTORY 7900 415 EXT SEALANTS-BOH ADMIN EAST ELEV WOWS 1320 LF 325 429 7900420 EXT SEALANTS-EMI SUITE LEVEL WDWS 3300 LF 325 1,073 7900 512 EXT SEALANTS-SOUTH AND EAST SUITE WDWS 2960 LF 325 962 7900 680 EXT SEALANTS-CMU(BOH) 23,192 0 VSF 040 9,277 7900 682 EXT SEALANTS-CMU(SOUTH ELEV) 1920 VSF 040 77 TOTAL 079200 JOINT SEALANTS 29,516 081100 METAL DOORS AND FRAMES 8100400 HMDOOR-EXTERIOR(SHOWN) 100 LEAF 34591 3,459 8100,401 HM DOOR-EXTERIOR(CATWALK ACCESS) 60 LEAF 34591 2,075 8100 403 HM DOOR-EXTERIOR(EXT ADMIN ACCESS) 10 LEAF 34591 346 8100 404 HM DOOR-EXTERIOR(E/W ENTRIES) 60 LEAF 34591 2,075 8150 410 SINGLE HM FRAME-EXTERIOR(SHOWN) 80 EA 22091 1,767 8150 411 SINGLE HM FRAME-EXTERIOR(CATWALK 60 EA 22091 1,325 ACCESS) 8150 413 SINGLE HM FRAME-EXTERIOR(EXT ADMIN 10 EA 22091 221 ACCESS) 8155 420 DOUBLE HM FRAME-EXTERIOR(SHOWN) 10 EA 29387 294 8155 420 TRIPLE HM FRAME-EXTERIOR(E/W ENTRIES) 20 EA 41682 834 8160 480 GROUT H M FRAME-SINGLE 150 EA 5576 836 Page 5 ENT EVENTS CENTER-INNC ESTIMATE Man- Mortenson . NENT,WASNINGTON °°"•rLctio" MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTIONUNIT • COST COST EXTERIOR ENCLOSURE 8160 482 GROUT H M FRAME-DOUBLE 1 0 EA 9767 98 8160 483 GROUT H M FRAME-TRIPLE 20 EA 12651 253 8170 490 UNLOAD/SORT H M DOORS 230 PCs 799 184 8172 490 UNLOAD/SORT H M DOOR FRAMES 180 PCs 799 144 TOTAL 081100 METAL DOORS AND FRAMES 13,912 083613 SECTIONAL DOORS 8361 100 OH SECTIONAL DOORS-POWER INSULATED 4480 VSF 4500 20,160 (LOADING DOCK 14-W X 16-H-Q=2) TOTAL 083613 SECTIONALDOORS 20,160 084200 ALUM ENTRANCE DOORS 8400 155 GLAZED ALUM STOREFRONT DOOR- 180 LEAF 3,200 00 57,600 CONCOURSE 8400 159 GLAZED ALUM STOREFRONT DOOR-VIP ENTRY 20 LEAF 3,200 00 6,400 8400160 STOREFRONT DOOR HDWE(INCLUDED ABOVE) FYI TOTAL 084200 ALUM ENTRANCE DOORS 64,000 084400 ALUM GLAZED SYSTEMS(STOREFRONT) 8400 100 EXT ALUM STOREFRONT-MAIN CONCOURSE 9,3440 SF 7200 672,768 (584LF X 16H) 8400 102 OPAQUE FILM PREMIUM-SOUTH ELEV 1680 SF 450 756 TOTAL 084400 ALUM GLAZED SYSTEMS(STOREFRONT) 673,524 084400 ALUM GLAZED SYSTEMS(WINDOWS) 5580 112 ALUM SILLS-BOH SECURITY WDW 290 LF 1800 522 5580 114 ALUM SILLS-BOH WDWS(12EA-3 5') 420 LF 1800 756 5580 155 ALUM SILLS-CONCOURSE STOREFRONT 5840 LF 1800 10,512 5580 157 ALUM SILLS-E/W ENTRY 200 LF 1800 360 5580200 ALUM SILLS-E/WSUITEWINDOWS 1050 LF 1800 1,890 5580 210 ALUM SILLS-SOUTH AND EAST SUITE WINDOWS 1280 LF 1800 2,304 8500000 '"ALUMINUM WINDOWS" FYI 8500 112 EXT ALUM WDW-BOH SECURITY(29'L X 4'H- 1160 VSF 5000 5,800 Q=1) 8500 114 EXT ALUM WDW-BOH T-BIRDS FITNESS 440 VSF 5000 2,200 CLERESTORY NORTH ELEV(2 67-H X 4'W-Q=4) 8500 115 EXT ALUM WDW-BOH ADMIN EAST ELEV(2'H X 840 VSF 5000 4,200 3 5W-Q=12) 8500 200 EXT ALUM WDW-E/W SUITE LEVEL(2'H X 3 5'W- 2100 VSF 5000 10,500 Q=30) 8500 210 EXT ALUM WDW-SOUTH SUITE LEVEL(84'L X 8400 VSF 5000 42,000 10'H) 8500 212 EXT ALUM WDW-EAST SUITE LEVEL(441 X 10'H) 4400 VSF 5000 22,000 TOTAL 084400 ALUM GLAZED SYSTEMS(WINDOWS) 103,044 085675 TICKET WINDOWS 11030 200 TELLER WINDOW UNIT(SOUTH ELEV) 60 EA 3,72956 22,377 11030202 TELLER WINDOW BASE UNIT 200 LF 56509 11,302 TOTAL 085676 TICKET WINDOWS 33,679 087100 DOOR HARDWARE 8710 410 FINISH HARDWARE-SINGLE SET 80 SET 57032 4,563 Is8710 412 FINISH HARDWARE-SINGLE SET(CATWALK 60 SET 57032 3,422 ACCESS) 8710 414 FINISH HARDWARE-SINGLE SET(EXT ADMIN 10 SET 57032 570 ACCESS) 8711 420 FINISH HARDWARE-DOUBLE SET 10 SET 84182 842 Page 6 NEW EVENTS CENTER-MOO ESTIMATE MER" Mortenson KENT,WASNINGTON construction MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July 26,2007 Cost Management Detail Proles ay 154400 GSF DESCRIPTION QUANTITY TOTALUNIT COST COST EXTERIOR ENCLOSURE 8711430 FINISH HARDWARE-TRIPLE SET 20 SET 1,04182 2,084 8730 950 UNLOAD/SORT HARDWARE 180 SET 799 144 8740 480 CONSTRUCTION CORES(EXT) 180 SET 9796 1,763 TOTAL 087100 DOORHARDWARE 13,387 087200 POWER DOOR OPERATORS 8295 420 EXTERIOR ADA DOOR OPERATOR 80 EA 3,58365 28,669 TOTAL 087200 POWER DOOR OPERATORS 28,669 087700 FIRE DEPARTMENT ACCESS 10520 605 KNOX BOX 10 EA 54591 546 10520 607 KNOX BOX(FIRE DEPT KEYING) 10 EA 1,50000 1,500 TOTAL 087700 FIRE DEPARTMENT ACCESS 2,046 089100 LOUVERS 10200 110 LOUVERS-REF ROOM(2EA-4'WX10'H) 800 SF 5199 4,159 10200 112 LOUVERS-BOILER ROOM(1 EA-12'WX10'H) 1200 SF 5199 6,239 10200114 LOUVERS-GEN ROOM (1EA-6'WX10'H) 600 SF 5199 3,119 10200 116 LOUVERS-MAIN ELEC ROOM (1 EA-12'WX4'H) 480 SF 5199 2,495 10200 118 LOUVERS-HOME SPA ROOM(1EA-10'WX2'1-1) 200 SF 51 99 1,040 10200 210 LOUVERS-LONG SPAN SMOKE EVAC 2640 SF 5199 13,725 • (2EA-22'WX6'H) TOTAL 089100 LOUVERS 30,777 092500 GYPSUM WALLBOARD 9251 410 GYP SOFFIT(E/W ENTRIES) 1920 SF 975 1,872 TOTAL 092500 GYPSUM WALLBOARD 1,872 099000 PAINTING/COATINGS 9900 400 "EXTERIOR PAINTING" FYI 9900 401 PAINT CANOPY STEEL-SOUTH 6960 SF 1 50 1,044 9900 403 PAINT CANOPY STEEL-EAST 2040 SF 150 306 9900 405 PAINT CANOPY STEEL-WEST 2040 SF 1 50 306 9900 410 PAINT E/W ENTRY GWB SOFFIT 1920 SF 075 144 9900 430 PAINT U/S STRUCT-LOADING DOCK(NOT FYI REQUIRED -EXPOSED STRUCTURE) 9900 440 PAINT HIM DOORS 230 EA 5500 1,265 9900 450 PAINT HM FRAMES-SINGLE 150 EA 5500 825 9900 454 PAINT HIM FRAMES-DOUBLE 10 EA 6500 65 9900 455 PAINT HIM FRAMES-TRIPLE 20 EA 7500 150 9900 490 PAINT MISC EXT ELEMENTS 71,4860 VSF 015 10,723 9900 495 PAINT CONCRETE FILLED COLUMN STEEL- 1500 VLF 1000 1,500 SOUTH ELEVATION (6EA-25'H) TOTAL 099000 PANTING/COATINGS 16,328 101100 VISUAL DISPLAY SURFACES 10120 950 EXTERIOR ENTRY POSTER CABINETS(W/FF&E) FYI TOTAL 101100 VISUAL DISPLAY SURFACES 102900 PEST CONTROL 10290 100 PEST CONTROL(NOT REQUIRED) FYI 10290 101 "NIX-A-LITE"TYPE BIRD SPIKES(NOT REQUIRED) FYI TOTAL 102900 PESTCONTROL 101400 CODE RELATED SIGNAGE 10400 100 EXT CODE SIGNAGE(BUILDING ADDRESS) 10 LS 5,00000 5,000 Page 7 VENT EVENTS CENTER-MACC ESTIMTE man" Mortenson KENT,WASNINGTGN cons"uctlon MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July26,2007 Cost Management Detail Project QIy 154400 GSF DESCRIPTIONQUANTITY UNIT TOTAL COST COST EXTERIOR ENCLOSURE TOTAL 101400 CODE RELATED SIGNAGE 5,000 101401 WAYFINDING SIGNAGE 10410 100 EXT BUILDING MOUNTED GRAPHICS/SIGNAGE 1 0 LS 31,250 00 31,250 (ALLOWANCE) 10410 200 EXT BUILDING MOUNTED ELECTRONIC SIGNAGE FYI (W/FF&E) TOTAL 101401 WAYFINDING SIGNAGE 31,250 107000 EXTERIOR PROTECTION 10700 100 SOUTH ELEV SUITE LEVEL SUN CONTROL 1 0 LS 200,000 200,000 (DESIGN ADVISORY GROUP ALLOWANCE) TOTAL 107000 EXTERIOR PROTECTION 200,000 TOTAL EXTERIOR ENCLOSURE 3,770,000 LbOFING 061000 ROUGH CARPENTRY 6100 240 ROOF BLOCKING-BOH PARAPET CAP 6150 LF 797 4,899 6100 242 ROOF BLOCKING-BOH ROOF TO WALL 2800 LF 797 2,231 6100 260 ROOF BLOCKING-SUITE LEVEL PARAPET 1,1250 LF 797 8,962 6100 262 ROOF BLOCKING-SUITE LEVEL ROOF TO WALL 9150 LF 797 7,289 6100 270 ROOF BLOCKING-LONG SPAN BOWL END EDGE 5500 LF 797 4,381 COPING 6100 272 ROOF BLOCKING-LONG SPAN BOWL END ROOF 4080 LF 797 3,250 TO WALL 6100 280 ROOF BLOCKING-LONG SPAN HIGH ROOF EDGE 8100 LF 797 6,453 COPING 6100 282 ROOF BLOCKING-LONG SPAN HIGH ROOF CAPS 2460 LF 797 1,960 6100 286 ROOF BLOCKING/PLY-LONG SPAN HIGH ROOF 7140 LF 922 6,580 GUTTERS TOTAL 061000 ROUGH CARPENTRY 46,005 075400 THERMOPLASTIC MEMBRANE ROOFING 7530 200 "'ROOF SYSTEM GYP,INSUL, PROT BD, FYI MEMBRANE 7530 201 THERMOPLASTIC ROOFING SYSTEM-BOH ROOF 35,6390 SF 1150 409,849 7530 203 THERMOPLASTIC ROOFING SYSTEM-SUITE LVL 18,5050 SF 1150 212,808 ROOF 7530 205 THERMOPLASTIC ROOFING SYSTEM-LONG SPAN 22,9140 SF 1000 229,140 BOWL ENDS 7530 207 THERMOPLASTIC ROOFING SYSTEM-LONG SPAN 37,9280 SF 1000 379,280 HIGH ROOF 7530 211 THERMOPLASTIC ROOFING SYSTEM-BOH 2,1620 VSF 900 19,458 PARAPET 7530 213 THERMOPLASTIC ROOFING SYSTEM-SUITE LVL 3,3040 VSF 900 29,736 PARAPET 7530 301 ROOF MEMBRANE WALK-WAYS-BOH ROOF 1,4500 LF 650 9,425 7530 303 ROOF MEMBRANE WALK-WAYS-SUITE ROOF 1,0500 LF 650 6,825 7530 305 ROOF MEMBRANE WALK-WAYS-LONG SPAN FYI 650 BOWL ENDS(NOT REQUIRED) 7530 307 ROOF MEMBRANE WALK-WAYS-LONG SPAN FYI HIGH ROOF(NOT REQUIRED) 7530 400 PITCH POCKETS-BOH ROOF(MECH SCREEN 60 EA 7500 450 POSTS) 7530 410 PITCH POCKETS-BOH ROOF(MECH 1250 EA 12500 15,625 PENETRATIONS) 7530 415 PITCH POCKETS-SUITE ROOF(MECH 650 EA 12500 8,125 PENETRATIONS) Page 8 KENT EVENTS CENTER-MACC ESTIMATE Mortensonson KENT,WASNINCTON construction MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTIONUNIT TOTAL COST COST k0OFING 4 7530430 PATCH/REPAIR LOW ROOF(AROUND EQUIP) 1000 HRS 7500 7,500 TOTAL 075400 THERMOPLASTIC MEMBRANE ROOFING 1,328,220 076200 FLASHING AND SHEET METAL 7620 300 "ROOF FLASHING&SHEET METAL" FYI 7620 340 SHT MTL FLASHING-BOH PARAPET CAP 6150 LF 2400 14,760 7620 342 SHT MTL FLASHING-BOH ROOF TO WALL 2800 LF 1200 3,360 7620 349 SHT MTL FLASHING-BOH ROOF MEP FLASHING 1,2750 LF Boo 10,200 7620 360 SHT MTL FLASHING-SUITE LEVEL PARAPET CAP 1,1250 LF 2400 27,000 7620 362 SHT MTL FLASHING-SUITE LEVEL ROOF TO WALL 9150 LF 1200 10,980 7620 369 SHT MTL FLASHING-SUITE LEVEL ROOF MEP 1500 LF 800 1,200 FLASHING 7620 372 SHT MTL FLASHING-LONGSPAN BOWL ENDS 4080 LF 1200 4,896 ROOF TO WALL 7620 375 SHT MTL FLASHING-LONGSPAN BOWL ENDS 5500 LF 1600 8,800 FASCIA 7620 377 SHT MTL FLASHING-LONG SPAN BOWL ENDS 5500 LF 6000 33,000 CUSTOM SHT MTL GUTTER 7620 379 SHT MTL FLASHING-LONGSPAN BOWL ENDS FYI 800 MEP FLASHING(NOT REQUIRED) 7620 380 SHT MTL FLASHING-LONG SPAN HIGH ROOF 8100 LF 1600 12,960 FASCIA 7620 381 SHT MTL FLASHING-LONG SPAN HIGH ROOF CAP 2460 LF 1200 2,952 FLASHING 7620 387 SHT MTL FLASHING-LONG SPAN HIGH ROOF 1640 LF 6000 9,840 CUSTOM SHT MTL GUTTER 7620 390 SHT MTL FLASHING-LONG SPAN BOWL ENDS 1440 VLF 1800 2,592 SHT MTL DOWNSPOUTS(16EA X 9'H) 7620 394 SHT MTL FLASHING-LONG SPAN HIGH ROOF SHT 720 VLF 1800 1,296 MTL DOWNSPOUTS(8EA X 9'H) TOTAL 076200 FLASHING AND SHEET METAL 143,838 077200 ROOF SPECIALTIES AND ACCESSORIES 7700 211 ROOF HATCH 2'-6"x 6'-0" (EGRESS STAIRS TO 30 EA 2,27547 6,826 SUITE ROOF) TOTAL 077200 ROOFSPECIALTIESANDACCESSORIES 6,826 084400 ALUM GLAZED SYSTEMS(CANOPIES) 10530 800 GLASS CANOPY-SOUTH ENTRY 6'PROJECTION 6960 SF 6500 45,240 (116LF) 10530 810 GLASS CANOPY-EAST ENTRY U PROJECTION 2040 SF 6500 13,260 (34LF) 10530 820 GLASS CANOPY-WEST ENTRY 6'PROJECTION 2040 SF 6500 13,260 (34LF) TOTAL 084400 ALUM GLAZED SYSTEMS(CANOPIES) 71,760 110140 ROOF SAFETY ANCHORS 13900100 ROOF SAFETY TIEBACKS (3300LFQ30'OC) 1100 EA 44000 48,400 TOTAL 110140 ROOFSAFEfYANCHORS 48,400 TOTAL ROOFING 1,645,048 LONG-SPAN ROOF SYSTEM BID PACKAGE LUMP SUM TOTALS 3 113 BID PACKAGE 103(CIP CONCRETE/PRECAST/ 10 LS 3,164,983 3,164,983 STEEL)-LONG SPAN ROOF SYSTEM TOTAL BID PACKAGE LUMP SUM TOTALS 3,164,983 000500 ACCEPTED VALUE ENGINEERING ITEMS Page 9 KENT EVENTS CENTER-MACC ESTIMATE Mortenson KENT,WASNINGTON `°"st""`t°" MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTIONQUANTITY TOTALUNIT COST COST LONG-SPAN ROOF SYSTEM 3 215 BP 103(ACCEPTED VA)-BUYOUT OF ACOUSTIC 1 0 LS (50,000 00) (50,OW) MTL DECK 3.219 BP 103(ACCEPTED VA)-SUPPLY/ERECT SPLIT 10 LS (50,000 00) (50,000) CREDIT TOTAL 000500 ACCEPTED VALUE ENGINEERING ITEMS (100,000) 051200 STRUCTURAL METAL FRAMING 5100500 LONG SPAN ROOF STEEL(INCLUDED WITH FYI BP-103) TOTAL 051200 STRUCTURAL METAL FRAMING 053100 METAL DECK 5300 100 METAL DECKING(INCLUDED WITH BP-103) FYI TOTAL 053100 METAL DECK 055136 CATWALKS 5100570 CATWALK ASSEMBLY(INCLUDED WITH BP-103) FYI TOTAL 055136 CATWALKS 110140 ROOF SAFETY ANCHORS 13900 100 CATWALK/RIGGING FALL RESTRAINT(FF&E) FYI TOTAL 110140 ROOF SAFETY ANCHORS • TOTAL LONG-SPANROOFSYSTEM 3,064,983 @TERIOR CONSTRUCTION ROOM BID PACKAGE LUMP SUM TOTALS 3114 BID PACKAGE 103(CIP CONCRETE/PRECAST/ 10 LS 598,781 598,781 STEEL)-INTERIOR CONSTRUCTION TOTAL BID PACKAGE LUMP SUM TOTALS 598,781 000500 ACCEPTED VALUE ENGINEERING ITEMS 10 150 ACCEPTED VA SHELL 5 SUITES OUT(ELIM CLGS, 50 EA (12,000 00) (60,000) CASEWORK,ETC) TOTAL 000500 ACCEPTEDVALUE ENGINEERING ITEMS (60,000) 032100 CONCRETE REINFORCEMENT 3251 027 REINF STEEL MATERIAL(INSTALL BY MASONRY 12.8 TN 1,10000 14,025 SUB)-INTER CMU WALLS(#4-16"OC VERTS- 10-H -4636 LF WALL) TOTAL 032100 CONCRETE REINFORCEMENT 14,025 042200 CONCRETE MASONRY UNITS 4200950 8" FULLY GROUTED CMU WALL-TYPE 1 11,8870 VSF 2045 243,089 4200 960 8"STD CMU WALL-TYPE 2 29,9030 VSF 1765 527,788 4200 970 6"CHASE CMU WALL-TYPE 3 (U.P INCLD BOTH 3,3070 VSF 3200 105,824 WYTHES) TOTAL 042200 CONCRETE MASONRY UNITS 876,701 055000 METAL FABRICATION 5500 000 MISC STRUCTURAL FABRICATIONS(INCLUDED FYI WITH BP-103) 5500 100 "MISC METALS OUTSIDE OF BP-103" FYI 5500 900 "INTERIOR MISC MTLS"(COVERED BY BP-103 FYI ALLOW) 5500 901 TOILET PARTITION SUPPORT(25#!UNIT)NOT 1,9500 LBS RECI D FLR MTD/OVHD BRACED 5500 910 TV BRACKET SUPPORTS-SUITES(16#/UNIT) 3200 LBS 5500 911 TV BRACKET SUPPORTS-CONCESSION 1280 LBS (16#/UNIT) Page 10 KENT EVENTS CENTER-MACC ESTIMATE ran*' Mortenson KENT,WASNINGTON c°"str""b" MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July26,2007 Cost Management Detail Project Q[y, 154400 GSF DESCRIPTIONQUANTITY TOTALUNIT COST COST INTERIOR CONSTRUCTION 5500927 MULTI-PURPOSE ROOM OP PARTITION SUPPORT 6000 LBS (50#/LF) 5500 929 SOUND ROOM OH GRILLE SUPPORT 4500 LBS 5500 930 **OTHER METALS FYI 5500 935 HOCKEY STORAGE SHELF/MEZZ((38'L X 3,0400 LBS 385 11,704 8'W)-10#/SF) 5500 940 INT CMU WALL SUPPORTS(INCLUDED WITH FYI BP-103)) 5510 901 MISC RAILINGS-SWINGING GATE AT NORTH 50 EA 50000 2,500 SUITE LEVEL CLUB ACCESS FROM EVENT BOWL 5510 910 5 TANK PROPANE RACK-ZAMBONI FUEL 1 0 EA 32500 325 5510 930 CONC FILLED PIPE BOLLARDS W/FNDNS-BOH 80 EA 75000 6,000 ENTRY OH DOORS 5510 931 CONC FILLED PIPE BOLLARDS W/FNDNS-BOH 80 EA 75000 6,000 SECURE STORAGE OH DOORS 5510 950 ***REVISE SCREEN TO ALLOWANCE OF$80K 1 0 LS (85,000 00) (85,000) 5510 950 SCREEN AT CONCOURSE SOFFIT BARRIER(TO 6,0000 VSF 2750 165,000 MATCH VIP&LOUNGE STAIR RAIL-REF SECTION 16/A403(600LF X 10'H) TOTAL 055000 METAL FABRICATION 106,529 061000 ROUGH CARPENTRY 6104 160 IN-WALL BACKING-CASEWORK(3LF/LF BASE 9390 LF 401 3,763 AND WALL CABINET) 6104 161 IN-WALL BACKING-LAV TOPS 1530 LF 401 613 6104 163 IN-WALL BACKING-HOME TEAM WORKSURFACE 1100 LF 401 441 6104 190 IN-WALL BACKING-MISC 7500 LF 400 3,001 6104 192 IN-WALL BACKING/MISC SUPPORT-AD SIGNAGE 1,0000 LF 400 4,001 6104 547 3/4"ACX PLYW D TEUDATA BACKER BDS(1 -4X8 2240 VSF 285 638 SHEET/ELEC ROOM 0=7 6104 547 3/4"ACX PLYW D TEUDATA BACKER BDS(ALL 9600 VSF 285 2,735 WALLS MAIN ELEC ROOM- 120LF X 8'H) TOTAL 061000 ROUGH CARPENTRY 15,191 062000 FINISH CARPENTRY 6200 010 ***NO FINISH CARPENTRY INCLUDED FYI TOTAL 062000 FINISH CARPENTRY 064116 ARCHITECTURAL MILLWORK 6400 100 BASE CABINET-P-LAM 1380 LF 18296 25,248 6400 200 WALL HUNG CABINET-P-LAM 1750 LF 15296 26,767 6400 300 FULL HEIGHT CABINET-P-LAM(SUITES ONLY) 400 LF 56989 22,796 6400 500 **COUNTERTOPS** FYI 6400 510 COUNTERTOP P-LAM(OVER PLAM CABS) 1380 LF 7697 10,622 6400 701 DRINK COUNTER-PLAM(SUITES FRONT BAR) 2340 LF 11296 26,432 6400 703 DRINK SHELF-PLAM(SUITES BOWL SEATING) 4680 LF 5898 27,602 6400 720 DRINK COUNTER-PLAM (SUITE CONCOURSE) 1380 LF 12296 16,968 6400 730 WORK COUNTER-PLAM(MEDIA/RADIO) 1100 LF 9796 10,775 6400 740 WORK COUNTER-PLAM(BOX 1100 LF 9796 10,775 OFFICE)SECURITY/HOMETEAM COACHES) 6400 790 STAINLESS STEEL CONCESSION COUNTER 1250 LF 54591 68,239 6400 792 SOLID SURFACE LAVATORY COUNTER 1530 LF 19796 30,287 6400 900 **CUSTOM CASEWORK** FYI 4,03459 6400 910 VISUAL DISPLAY CABINET(ADMIN CONF ROOM) 10 EA 2,13582 2,136 6400 920 BUILDING/HOCKEY ADMIN RECEPTION DESK FYI 4,03459 (W/FF&E) Page 11 KENT EVENTS CENTER-MACC ESTIMATE man.. Mortenson KENT,WASNINOTON °°"eVu"I°" MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTIONQUANTITY UNIT TOTAL COST COST 14TERIOR CONSTRUCTION 6400 922 VIP ENTRY CONCIERGE DLSK(W,FF&E) FYI 6400 930 WOOD PEG WALL RACK(VISITING DRESSING 3600 LF 1033 3,718 SUITES 1-4) 6400 950 FULL HEIGHT LOCKER-VENEER PLYWOOD(36" 250 OPGS 1,771 02 44,276 HOME DRESSING SUITE) 6400 960 WOOD BENCH-(HOME DRESSING SUITE)(NOT FYI 101 19 REQUIRED-BUILT IN TO LOCKER) 6400 961 WOOD BENCH-(VISITING DRESSING SUITES#1-4) 2240 LF 7919 17,738 6400 963 WOOD BENCH-(REFEREE ROOMS Q=2) 80 LF 14419 1,154 6410010 LEED CERTIFIED WOOD PREMIUM 10 LS 30,00720 30,007 TOTAL W116 ARCHITECTURAL MILLWORK 375,540 068400 FIBERGLASS REINFORCED PANELS 10260 200 FRP WALL PANELS(4EA-22LF X 4'H)(JANITOR 3520 VSF 650 2,288 CLOSETS) TOTAL 068400 FIBERGLASS REINFORCED PANELS 2,288 072100 BUILDING INSULATION(ACOUSTICAL) 7200 120 ACOUSTICAL INSULATION-BUILDING/HOCKEY 2,1000 SF 060 1,260 ADMIN SEPARATION (210LF X 10'H) 7200 121 ACOUSTICAL INSULATION-SHARED 6000 SF 060 360 CONFERENCE ROOM(60LF X 10'H) 7200 123 ACOUSTICAL INSULATION-COACHES AREA 1,3000 SF 060 780 (130LF X 10'H) 7200 125 ACOUSTICAL INSULATION-ADMIN RESTROOM 600.0 SF 0-60 360 (60LF X 10'H) 7200 127 ACOUSTICAL INSULATION-ADMIN MEETING 6000 SF 060 360 ROOMS(60LF X 10 H) 7200 129 ACOUSTICAL INSULATION-MULTI-PURPOSE 7000 SF 060 420 ROOMS(70LF X 10'H) 7200 130 OVERWALL ACOUSTICAL INSULATION(590LF X 2,3600 SF 060 1,416 4'W) TOTAL 072100 BUILDING INSULATION(ACOUSTICAL) 4,956 078400 FIRESTOPPING 7840 400 FIRESTOPPING-TOW(NW EXIT STAIR) 620 LF 850 527 7840401 FIRESTOPPING-TOW(REFRIGERATION ROOM) 1300 LF 850 1,105 7840 403 FIRESTOPPING-TOW(NE EXIT STAIR) 620 LF 850 527 7840 405 FIRESTOPPING-TOW(NE ELEVATOR SHAFT) 340 LF 850 289 7840407 FIRESTOPPING-TOW(SW ELEVATOR SHAFT) 450 LF 850 383 TOTAL 078400 FIRESTOPPING 2,831 079200 JOINT SEALANTS 7900 300 SEALANTS&CAULKING-INTERIOR 154,4000 GSF 010 15,440 7900 310 CAULKING-STADIA VERTICAL JOINTS 2,5200 LF 350 8,820 (FIRECAULK NOT REQ'D) 7900 320 CAULKING-STADIA HORIZONTAL JOINTS(FIRE 8,7000 LF 350 30,450 CAULK NOT REQ'D) 7900 403 SEALANTS&CAULKING-EXT WOWS(INT BEAD) 1,5500 LF 325 5,038 TOTAL 079200 JOINT SEALANTS 59,748 081100 METAL DOORS AND FRAMES 8100900 HMDOOR-INTERIOR(SHOWN) 770 LEAF 43809 33,733 8150 901 SINGLE HIM FRAME(SHOWN) 1200 EA 27979 33,574 8150 903 SINGLE HIM FRAME(CROSS AISLE ACCESS TO 20 EA 27991 560 SUITES) 8150 904 SINGLE HIM FRAME(HOME LOCKER ROOM) 30 EA 27991 840 8150 906 SINGLE HIM FRAME(BUILDING/HOCKEY ADMIN) 130 EA 27976 3,637 Page 12 KENT EVENTS CENTER-WOO ESTIMATE Man- Mortenson KENT,WASNINGTON construction MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTIONQUANTITY UNIT TOTAL COST COST INTERIOR CONSTRUCTION 8155 920 DOUBLE HM FRAME-INTERIOR(SHOWN) 90 EA 37220 3,350 8157 930 HM SIDELITE FRAME-HOCKEY ADMIN(3'W X TH) 70 EA 20010 1,401 8157 932 HM SIDELITE FRAME-BUILDING ADMIN (3'W X 7'H) 80 EA 20008 1,601 8160 980 GROUT H M FRAME-SINGLE 1380 EA 7061 9,744 8160 982 GROUT H M FRAME-DOUBLE 90 EA 12367 1,113 8170 990 UNLOAD/SORT H M DOORS 770 PCS 1012 779 8172 990 UNLOAD/SORT H M DOOR FRAMES 1620 PCS 1012 1,640 TOTAL 081100 METAL DOORS AND FRAMES 91,972 081400 FLUSH WOOD DOORS 8205201 SOLID CORE WOOD DOOR(SHOWN) 610 LEAF 56475 34,450 8205 203 SOLID CORE WOOD DOOR(CROSS AISLE 20 LEAF 56491 1,130 ACCESS TO SUITES) 8205 204 SOLID CORE WOOD DOOR(BUILDING/HOCKEY 130 LEAF 47337 6,154 ADMIN) 8205204 SOLID CORE WOOD DOOR(HOME LOCKER 30 LEAF 96091 2,883 ROOM) 8255 300 UNLOAD/SORT WOOD DOORS 790 PCS 1012 799 TOTAL 081400 FLUSH WOOD DOORS 45,415 083115 ACCESS DOORS 8300 124 24"x 24"ACCESS DOORS(INT HARD LIDS) 70 EA 15796 1,106 8300 300 24"x 24"ACCESS DOORS(ALLOWANCE) 200 EA 15796 3,159 8300 400 24"x 36"ACCESS DOORS(UNDERBOWL ACCESS) 40 EA 33894 1,356 TOTAL 083115 ACCESS DOORS 5,621 083323 OH COILING DOORS 8331 100 MANUAL OH COILING COUNTER DOOR 3200 VSF 6333 20,264 (OUTBOARD CONCESSIONS 32-W X 5'H-Q=2) 8331 101 MANUAL OH COILING COUNTER DOOR(INBOARD 2400 VSF 6333 15,198 CONCESSIONS 24'W X 5'H-Q=2) TOTAL 083323 OH COILING DOORS 35,462 083326 OH COILING GRILLES 8332 100 MANUAL OH COILING GRILLE(CENTER ICE 9000 VSF 5699 51,293 RETAIL SPACES 30'W X 15-H-0=2) 8332 103 MANUAL OH COILING GRILLE(SECURE STORAGE 3000 VSF 5699 17,098 10'W X 15-H-Q=2) 8332 105 MANUAL OH COILING GRILLE(ZAMBONI ROOM 2250 VSF 5699 12,823 15'W X 15-H-Q=1) 8332 200 MANUAL OH COILING GRILLE(SOUND 12-W X TH- 840 VSF 5699 4,787 Q=1) TOTAL 083326 OH COILING GRILLES 86,001 084200 ALUM ENTRANCE DOORS 8440 500 GLAZED ALUM STOREFRONT DOOR-T-BIRDS 20 LEAF 2,50000 5,000 CONCOURSE RETAIL TOTAL 084200 ALUM ENTRANCE DOORS 5,000 084400 ALUM GLAZED SYSTEMS(STOREFRONT) 8440 500 INT ALUM STOREFRONT-T-BIRDS CONCOURSE 6400 VSF 42.00 26,880 RETAIL(64'L X 10'H) TOTAL 084400 ALUM GLAZED SYSTEMS(STOREFRONT) 26,880 085675 TICKET WINDOWS 11030200 TELLER WINDOW UNIT(CONCOURSE BOX 10 EA 3,72956 3,730 OFFICE) TOTAL 085675 TICKET WINDOWS 3,730 087100 DOOR HARDWARE Page 13 KENT EVENTS CENTER-MACC ESTIMATE Mon'" Mortenson KENT,WASNINGTON construction MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTIONQUANTITY UNIT TOTAL COST COST INTERIOR CONSTRUCTION 8710 910 FINISH HARDWARE-SINGLE SET(SHOWN) 1200 SET 65899 79,079 8710 911 FINISH HARDWARE-SINGLE SET(CROSS AISLE 20 SET 65882 1,318 ACCESS TO SUITES) 8710 913 FINISH HARDWARE-SINGLE SET(HOME LOCKER 30 SET 65899 1,977 ROOM) 8710 915 FINISH HARDWARE-SINGLE SET 130 SET 65901 8,567 (BUILDING/HOCKEY ADMIN) 8711 920 FINISH HARDWARE-DOUBLE SET(SHOWN) 90 SET 81282 7,315 8730 950 UNLOAD/SORT HARDWARE 1470 PCS 1012 1,488 8740 980 CONSTRUCTION CORES(INT) 1560 PCS 12406 19,353 0750960 HARDWARE ROOM 10 EA 4,32924 4,329 8750970 HARDWARE SUPPLIER FINAL KEYING 10 LS 3,16600 3,166 TOTAL 087100 DOOR HARDWARE 126,592 007200 POWER DOOR OPERATORS 8295 920 INTERIOR ADA DOOR OPERATOR 20 EA 4,54015 9,080 TOTAL 087200 POWER DOOR OPERATORS 9,080 088100 GLASS AND GLAZING 8800 801 TEMPERED GLASS-HOCKEY ADMIN RELITES 1470 VSF 1200 1,764 8800 803 TEMPERED GLASS-BUILDING ADMIN RELITES 1680 VSF 1200 2,016 8800 901 TEMPERED GLASS-SUITE SEPARATION 3040 VSF 3200 9,728 PARTITION TOTAL 088100 GLASS AND GLAZING 13,508 092500 GYPSUM WALLBOARD 9250100 "GWB PARTITION ASSEMBLIES" FYI 9250 202 PARTITION TYPE-2/A601 (6" PARTITION ABOVE 21,2600 VSF 900 191,340 CMU) 9250 203 PARTITION TYPE-3/A601 (4" 1 SIDED PARTITION 1,1290 VSF 600 6,774 ABOVE CMU) 9250 210 PARTITION TYPE-4/A601 (4"STANDARD 22,8560 VSF 800 182,848 PARTITION) 9250 220 PARTITION TYPE-5/A601 (SHAFT WALL) 1,4610 VSF 950 13,880 9250 230 PARTITION TYPE-6/A601 (PLUMBING CHASE) 5790 VSF 925 5,356 9250 240 PARTITION TYPE-7/A601 (6"STANDARD 1,3890 VSF 830 11,529 PARTITION) 9250 250 PARTITION TYPE-8/A601 (2-1/2" FURRED WALL) 2,4670 VSF 500 12,335 9250 251 PARTITION TYPE-8/A601 (2-1/2" FURRED WALL- 19,1470 VSF 500 95,735 INT FACE OF EXT CMU) 9250 300 GYP ONLY-SUITE ENCLOSURE WALLS(INT FACE 9,7560 VSF 300 29,268 OF EXT WALL(8131-F X 12'H)) 9250 301 GYP ONLY-CROSS AISLE ENCLOSURE WALLS 2,6640 VSF 300 7,992 (INT FACE OF EXT WALL(222LF X 12'H)) 9250 302 GYP ONLY-UPPER ROOF WALLS(NOT FYI REQUIRED) 9250 310 GYP PATCH/REPAIR ALLOWANCE 10 LS 48,000 00 48,000 9251000 "GWB CEILING ASSEMBLIES" FYI 9252 000 "GWB BEAM/COLUMN WRAP ASSEMBLIES"* FYI 9252 110 GYP COLUMN WRAP-MAIN CONCOURSE(43EA X 6880 VLF 4500 30,960 16'H) 9252 111 'VA REMOVE GYP COUBM/RAKER WRAPS ABOVE (1 0) LS 100,000 (100,000) 16' 9252 111 GYP COLUMN WRAP-MAIN CONCOURSE 2280 VLF 4500 10,260 PERIMETER TO U/S OF WRAPPED RAKER(19EA X 12'H) 9252 113 GYP COLUMN WRAP-BOH(25EA X 12'H) 3000 VLF 45.00 13,500 Page 14 RENT EVENTS CENTER-MACC ESTIMATE man'* Mortenson KENT,WASNINCTON construction MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July 26,2007 Cost Management Detail Project Qty 154400 GSF TOTALDESCRIPTION QUANTITY UNIT COST COST MITERIOR CONSTRUCTION 9252 115 GYP COLUMN WRAP-SUITE LEVEL CONCOURSE 3960 VLF 4500 17,820 (33EA X 12'H) 9252 199 **BRACED FRAMES DO NOT GET FIREPROOFING FYI STEEL TO BE PAINTED*** 9252 200 GYP BRACED FRAME WRAP-MAIN CONCOURSE FYI (GRID 2/D 5-F 5) 9252 201 GYP BRACED FRAME WRAP-MAIN CONCOURSE FYI (GRID B&J/5-8) 9252 251 GYP BRACED FRAME WRAP-SUITE LEVEL(GRID FYI 2/D 5-F 5) 9252 252 GYP BRACED FRAME WRAP-SUITE LEVEL(GRID FYI R5-R6&R11-R12) 9252 253 GYP BRACED FRAME WRAP-SUITE LEVEL(GRID FYI 11/R8-R9) 9252 300 GYP SOUTH TRUSS FRAME WRAP-SUITE LVL 8100 LF 4500 36,450 CONCOURSE 9252 400 GYP BEAM WRAP-MAIN CONCOURSE 2500 LF 7500 18,750 9252 450 GYP RAKER WRAP-MAIN CONCOURSE 5420 LF 7500 40,650 9252 450 GYP RAKER WRAP-RESTROOMS 900 LF 7500 6,750 9253 000 **RATED SHAFT ASSEMBLIES** FYI 9253 110 GREASE DUCT SHAFT-GRILL CONCESSIONS 1000 LF 7500 7,500 (Q=2) • 9253 112 GREASE DUCT SHAFT-MAIN KITCHEN(Q=2) 400 LF 7500 3,000 9253 200 RATED PIPING SHAFT-ICE REFRIGERATION FYI ROOM TO REMOTE ROOF-TOP CONDENSOR(NOT REQUIRED-PIPING STRAIGHT TO ROOF IN RATED ROOM) TOTAL 092500 GYPSUM WALLBOARD 690,696 101100 VISUAL DISPLAY SURFACES 10110900 WHITEBOARDS(W/FF&E) FYI 10120 900 TACKBOARDS (IN SECTION 098360) FYI 10120 950 PLAYBILL/POSTER CABS(W/FF&E) FYI 10120 970 TROPHY/DISPLAY CASE(W/FF&E) FYI TOTAL 101100 VISUAL DISPLAY SURFACES 101716 TELEPHONE ENCLOSURES 10170 100 TELEPHONE ENCLOSURES(NOT REQUIRED- FYI HOUSE PHONE AT VIP CONCIERGE) TOTAL 101716 TELEPHONE ENCLOSURES 102100 METAL TOILET COMPARTMENTS 10150 100 FLR MTD(OH BRACED)METAL TOILET COMP-STD 600 EA 86059 51,635 10150 200 FLR MTD (OH BRACED)METAL TOILET COMP- 180 EA 90477 16,286 ADA 10150 500 WALL MTD METAL URINAL SCREEN 350 EA 19936 6,977 TOTAL 102100 METAL TOILET COMPARTMENTS 74,899 102226 OPERABLE PARTITIONS 10220 100 OPERABLE PARTITIONS-MULTI-PURPOSE(12'L X 1200 SF 8204 9,845 10'H) TOTAL 102226 OPERABLE PARTITIONS 9,845 102600 WALL AND CORNER GUARDS 10260 100 CORNER GUARDS-4'TALL(NOT REQUIRED) FYI TOTAL 102600 WALL AND CORNER GUARDS 102800 TOILET ACCESSORIES 10800210 DBL TP HOLDER/DISPENSER 860 EA 13125 11,287 Page 15 ENT EVENTS CENTER-MACC ESTIMATE Man. Mortennson ENT,WASNINOTON cwsvwtbn MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July26,2007 Cost Management Detail Project Oty 154400 GSF DESCRIPTION • COST COST bTERIOR CONSTRUCTION ) 10800 220 SSTL COAT HOOKS 860 EA 3785 3,255 10800 230 TOILET SEAT COVER DISPENSER 860 EA 8076 6,945 10800 310 SSTL SOAP DISPENSER 590 EA 7571 4,467 10800 320 SSTL PAPER TOWEL DISPENSER 590 EA 281 41 16,603 10800 330 WASTE RECEPTACLE 450 EA 21831 9,824 10800 340 GRAB BAR-36" 740 EA 17413 12,886 10800 350 BABY CHANGING STATION 280 EA 62079 17,382 10800 410 HAND DRYER-DRESSING RMS 130 EA 56209 7,307 10800 420 HAIR DRYER-DRESSING RMS 130 EA 59994 7,799 10800510 FEMININE NAPKIN DISPENSER 130 EA 55767 7,250 10800520 FEMININE NAPKIN DISPOSAL 610 EA 6435 3,925 10800 600 SSTL FRAMED MIRRORS 7560 VSF 3483 26,328 10850610 SHOWER CURTAIN ROD 340 LF 4003 1,361 10850 615 FOLDING SHOWER SEAT(1/SGL SHOWER,2/ 130 EA 68390 8,891 DRESSING RM) 10850620 SHOWER SOAP DISPENSERS 250 EA 7442 1,860 10850630 SHOWER TOWEL HOOK 250 EA 4671 1,168 TOTAL 102800 TOILET ACCESSORIES 148,538 101400 CODE RELATED SIGNAGE • 10400 100 INT CODE SIGNAGE(ALLOWANCE) 10 LS 12,500 00 12,500 TOTAL 101400 CODE RELATED SIGNAGE 12,500 101401 WAYFINDING SIGNAGE 10410 300 INT ELECTRONIC SIGNAGE/ADVERTISEMENT FYI SIGNAGE(W/FF&E) 10410 400 GENERAL WAY FINDING/INFORMATION SIGNAGE FYI (W/FF&E) TOTAL 101401 WAYRNDING SIGNAGE 104400 FIRE PROTECTION SPECIALTIES 10520100 FIRE EXTINGUISHER 250 EA 8923 2,231 10520200 FIRE EXTINGUISHER CABINET 250 EA 22716 5,679 TOTAL 104400 FIRE PROTECTION SPECIALTIES 7,910 105113 METAL LOCKERS 10500 300 DBL TIER METAL LOCKERS(STAFF LOCKERS) 180 OPGS 21829 3,929 10500 310 DBL TIER METAL LOCKERS(REFEREE LOCKER 80 OPGS 21833 1,747 RMS) 10500 320 DBL TIER METAL LOCKERS(HOME TEAM 50 OPGS 21836 1,092 COACHES CHANGE RM) 10500 322 DBL TIER METAL LOCKERS(HOME TEAM 290 OPGS 21830 6,331 LOCKERS) TOTAL 105113 METAL LOCKERS 13,098 106700 STORAGE SHELVING 10670 100 METAL STORAGE SHELVING(W/FF&E) FYI TOTAL 106700 STORAGE SHELVING 115220 TV&PROJECTOR MOUNTING BRACKETS 10910101 TVBRACKET-CONCESSIONS 40 EA 37621 1,505 10910 103 TV BRACKET-CONCOURSE LOUNGE EA 29796 10910 200 TV BRACKET-SUITES 200 EA 37606 7,521 TOTAL 115220 TV&PROJECTOR MOUNTING BRACKETS 9,026 323100 FENCES AND GATES Page 16 KENT EVENTS CENTER-MACC ESTIMATE man.. Mortenson NENT,WASNINGTON `""' "°" MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July 26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTIONTOTALUNIT COST COST INTERIOR CONSTRUCTION 2820 900 INTERIOR CHAINLINK FENCE- 10 TALL(BOH 990 LF 3787 3,749 SECURE STORAGE) 2820 901 INTERIOR CHAINLINK FENCE- 10 TALL(HOME 180 LF 3789 682 TEAM SECURE STORAGE) 2820 910 INTERIOR CHAIN LINK FENCE GATE-DOUBLE 20 EA 94650 1,893 (BOH SECURE STORAGE) 2820 920 INTERIOR CHAIN LINK FENCE GATE-MAN(BOH 20 EA 34700 694 SECURE STORAGE) 2820 921 INTERIOR CHAIN LINK FENCE GATE-MAN(HOME 10 EA 34700 347 TEAM SECURE STORAGE) TOTAL 323100 FENCES AND GATES 7,365 TOTAL INTERIOR CONSTRUCTION 3,419,726 BID PACKAGE LUMP SUM TOTALS 3 115 BID PACKAGE 103(CIP CONCRETE/PRECAST/ 1 0 LS 479,686 479,686 STEEL)-STAIRS TOTAL BID PACKAGE LUMP SUM TOTALS 479,686 055010 METAL STAIRS(PRE-ENGINEERED) 5510 000 PRE-ENG STEEL STAIRS(INCLUDED WITH BP-103) FYI 5510 060 SHIPS LADDER STAIR w!RAILING(EGRESS STAIR 620 RISE 30500 18,910 ROOF ACCESS Q=2) 5510 810 2.1/2"DIA GALV PIPE ROOF LADDERS(SUITE 480 LF 5500 2,640 ROOF TO BOH Q=2) 5510 812 2.1/2" DIA GALV PIPE ROOF LADDERS(SUITE 120 LF 5500 660 ROOF TO BOWL ENDS Q=1) 5510 814 2-1/2" DIA GALV PIPE ROOF LADDERS(BOWL 130 LF 5500 715 ENDS TO LONG SPAN Q=1) TOTAL 055010 METAL STAIRS(PRE-ENGINEERED) 22,925 065015 CUSTOM METAL STAIRS 5510 030 **VIP ENTRANCE STAIR TO SUITE LEVEL'* FYI PREMIUM TO UPGRADE STD STAIRS TO ORNAMENTAL 5510 032 FABRICATE CUSTOM METAL STAIRS-VIP 500 RSR 27500 13,750 5510 034 FABRICATE CUSTOM LANDINGS-VIP 950 SF 2500 2,375 5510 037 ERECT CUSTOM METAL STAIRS-VIP 500 RSR 20000 10,000 5510 039 ERECT CUSTOM METAL LANDINGS-VIP 950 SF 2000 1,900 5510 040 **LOUNGE STAIR TO SUITE LEVEL'* FYI 5510 042 FABRICATE CUSTOM METAL STAIRS-LOUNGE 500 RSR 27500 13,750 5510 044 FABRICATE CUSTOM LANDINGS-LOUNGE 500 SF 2500 1,250 5510 047 ERECT CUSTOM METAL STAIRS-LOUNGE 500 RSR 20000 10,000 5510 049 ERECT CUSTOM METAL LANDINGS-LOUNGE 500 SF 2000 1,000 TOTAL 055015 CUSTOM METAL STAIRS 54,025 055200 HANDRAILS AND GUARDRAIL ASSEMBLIES 5520 000 HANDRAILING/GUARDRAILS/STAIR RAILS FYI (INCLUDED WITH BP-103) TOTAL 055200 HANDRAILS AND GUARDRAIL ASSEMBLIES 055200 DECORATIVE METAL RAILINGS 5700 060 *'*COSTS TO UPGRADE STD STAIR RAILINGS TO LF ORNAMENTAL RAILINGS AT VIP/LOUNGE LOCATIONS**' 5700 060 ***UPGRADE TO MESH INFILUVERT DEL ANGLE LF POSTS/SSTL HANDRAIL'** Page 17 KENT EVENTS CENTER-MACC ESTIMATE ma®"" Mortenson KENT,WASHINGT0N c°nsVuct )n MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July26,2007 Cost Management Detail Protect City 154400 GSF DESCRIPTIONQUANTITY UNIT TOTAL COST COST LTAIRS 5700062 ORNMSIAIRMTDRAIL-VPSIAIR 1920 LF 11500 22,080 5700 064 ORNM SUITE LEVEL FLOOR MTD RAIL-VIP STAIR 38 0 LF 11500 4,370 5700 072 ORNM STAIR MTD RAIL-LOUNGE STAIR 122 0 LF 11500 14,030 5700 074 ORNM SUITE LEVEL FLOOR MTD RAIL-LOUNGE 80 LF 11500 920 STAIR TOTAL 055200 DECORATIVE METAL RAILINGS 41,400 TOTAL STAIRS 598,036 WERIOR FINISHEs 092500 GYPSUM WALLBOARD 9251 010 GYP CEILING-STANDARD 7,1440 SF 745 53,223 9251 012 GYP CEILING-MOISTURE BOARD 5,197 0 SF 825 42,875 9251 200 GYP BULKHEAD-3'W X 4'H-30GLF(SUITE 3,3000 VSF 900 29,700 FRONTS) 9251 220 GYP BULKHEAD-3'W X 4'H-10OLF(SUITE LEVEL 1,1000 VSF 900 9,900 MEDIA AREAS) 9251 300 GYP LIGHT COVE(RADIUSED)- HOME TEAM 850 LF 6500 5,525 LOCKER ROOM TOTAL 092500 GYPSUM WALLBOARD 141,223 093013 CERAMIC TILE • 9300 011 CERAMIC TILE FLOOR W/EPDXY GROUT 1,5580 SF 1800 28,044 9300 013 CERAMIC TILE BASE W/EPDXY GROUT 6420 LF 1500 9,630 9300 015 CERAMIC TILE WALL W/EPDXY GROUT 6,7300 VSF 1500 100,950 9300 111 VA ELIM CERAMIC TILE FLOOR-VISITORS (672 0) SF 1800 (12,096) LOCKER RM 9300 113 VA ELIM CERAMIC TILE BASE-VISITORS LOCKER (272 0) LF 1500 (4,080) RM 9300 115 VA ELIM CERAMIC TILE WALL-VISITORS LOCKER (2,7200) VSF 1500 (40,800) RM TOTAL 093013 CERAMICTILE 81,648 095113 ACOUSTICAL PANEL CEILINGS 9510310 24"x24"SUSPENDED ACT 15,7870 SF 310 48,940 9510312 24"x24"SUSPENDED ACT-WASHABLE 2,8090 SF 425 11,938 TOTAL 095113 ACOUSTICAL PANEL CEILINGS 60,878 095100 FLOORING TREATMENT 9610 100 "'MOISTURE MITIGATION-PLAN TO USE SF CRETESEAL PRODUCT""(W/BP-103) 9610 510 CONCRETE SEALER-CONCOURSE EXPOSED 48,6020 SF 060 29,161 CONCRETEFLOORS 9610 514 CONCRETE SEALER-BOH EXPOSED CONCRETE 21,1700 SF 060 12,702 FLOORS 9610 520 CONCRETE SEALER-SUITE LEVEL EXPOSED 14,2680 SF 060 8,561 CONCRETE FLOORS 9610 555 CONCRETE SEALER-PRECAST STADIA(PLAN 30,9830 SF 060 18,590 AREA) 9610 557 CONCRETE SEALER-PRECAST STADIA(VERT 23,0170 SF 060 13,810 AREAS) TOTAL 096100 FLOORING TREATMENT $2,824 • 096513 RESILIENT BASE AND ACCESSORIES 9650 600 RESILIENT BASE 9,457 0 LF 165 15,604 TOTAL 096513 RESILIENT BASE AND ACCESSORIES 15,604 096510 RUBBER FLOORING Page 18 KENT EVENTS CENTER-MACC ESTIMATE mam" Mortennson KENt WASNINGTON oonaVuctlon MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July 26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTION QUANTITY TOTALUNIT COST COST INTERIOR FINISHES 9650800 RUBBER SKATE FLOORING (1/2" BLACK) 12,8960 SF 525 67,704 9650 801 RUBBER SKATE FLOORING(COLOR PREMIUM- SF 275 NOT INCLUDED) TOTAL 096510 RUBBERFLOORNG 67,704 096515 RESILIENT SHEET FLOORING 9650500 SHEET VINYL FLOORING 1,3080 SF 575 7,521 9650 550 FLOOR PREP 160 HR 7500 1,200 TOTAL 096515 RESILIENT SHEET FLOORING 8,721 096519 RESILIENT TILE FLOORING 9650100 RESILIENT TILE FLOORING(VCT)(NONE FYI REQUIRED) 9650 150 FLOOR PREP FYI TOTAL 096519 RESILIENT TILE FLOORING 096723 RESINOUS FLOORING 9670 400 EPDXY FLOOR-KITCHEN 3,7280 SF 1500 55,920 9670 401 EPDXY FLOOR COVES-KITCHEN PERIM 5030 LF 2500 12,575 9670 403 EPDXY FLOOR COVES-KITCHEN INTER ALLLOW 1000 LF 2500 2,500 9670 410 EPDXY FLOOR PREP(NOT REQUIRED) FYI . TOTAL 096723 RESINOUS FLOORING 70,995 096800 CARPET 9680 510 CARPET TILE(12,122 SF) 1,3470 SY 3800 51,186 9680 550 FLOOR PREP(10%OF CARPET TILE AREA) 240 HR 7500 1,800 TOTAL 096800 CARPET 52,986 097713 ACOUSTICAL WALL PANELS 9510 501 EVENT BOWL LAPENDARY-4'W x 4'H x 2-THK 1,4560 SF 6.00 8,736 (ABOVE SUITES) 9510 503 EVENT BOWL LAPENDARY-4'W x 12'H x 2"THK 6,4320 SF 600 38,592 (BOWL ENDS) TOTAL 097713 ACOUSTICAL WALL PANELS 47,328 098350 TACKABLE WALL COVERING 9835 100 TACKABLE SURFACE-(NONE REQ'D) SF 660 TOTAL 098350 TACKABLE WALL COVERING 099000 PAINTING/COATINGS 9900300 "STRUTURE PAINTING" FYI 9900 320 PAINT EXPOSED COLUMNS(NOT REQUIRED- FYI FIREPROOFED) 9900 322 PAINT EXPOSED BRACED FRAMES 8340 LF 500 4.170 9900 324 PAINT CATWALK ASSEMBLY(NOT REQUIRED- FYI SHOP PRIME ONLY) 9900 330 PAINT LONGSPAN TRUSSES(NOT REQUIRED- FYI SHOP PRIME ONLY) 9900 342 PAINT LONGSPAN METAL DECKING-(NOT FYI REQUIRED) 9900 342 PAINT METAL DECKING-(NOT REQUIRED) FYI 9900 600 '"MECHANICAL PAINTING" FYI 9900 636 LONGSPAN MECH DUCT(NOT REQUIRED) FYI 9900 900 "INTERIOR PAINTING"" FYI 9900 903 PAINT EXPOSED CONCOURSE STRUCTURE(NOT FYI REQUIRED) 9900 905 PAINT EXPOSED SUITE LEVEL STRUCTURE(NOT FYI REQUIRED) Page 19 ENT EVENTS CENTER-MACC ESTIMATE man"" Mortenson • KENT,WASNINGTON construction MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTIONQUANTITY UNIT TOTAL COST COST LNTERIOR FINISHES 9900 907 PAINT EXPOSED CONCOURSE MEP (NOT FYI REQUIRED) 9900 909 PAINT EXPOSED SUITE MEP(NOT REQUIRED) FYI 9900 910 PAINT GYP WALLS 80,3330 VSF 060 48,200 9900 911 PAINT GYP WALLS-CONCOURSE(ABOVE CMU) 14,2300 VSF 075 10,673 9900 916 PAINT CMU WALLS-BLOCK FILLER(CONCOURSE 14,2300 VSF 020 2,846 ONLY) 9900 918 PAINT CMU WALLS(CONCOURSE ONLY) 14,2300 VSF 075 10,673 9900 925 PAINT GYP CLNGS 12,3410 SF 080 9,873 9900 930 PAINT GYP SOFFITS/BULKHEAD 4,4000 VSF 080 3,520 9900 931 PAINT GYP TRUSS WRAP(SOUTH SUITE LEVEL) 8100 LF 300 2,430 9900939 WALLICEILING PAINT TOUCH UP 1200 HRS 6500 7,800 9900 940 PAINT HM DOOR 770 EA 5500 4,235 9900 942 PAINT HM FRAMES-SINGLE 1250 EA 5500 6,875 9900 944 PAINT HM FRAMES-DOUBLE 90 EA 6500 585 9900 946 PAINT HM RELITE FRAMES 20 EA 6000 120 9900 950 PAINT FLOORS-CONCOURSE"ENERGY LINES" 4800 LF 400 1,920 9900 952 PAINT FLOORS-VOMITORY"ENERGY LINES" 140 EA 25000 3,500 (PAINT STAIRS) 9900 954 PAINT FLOORS-EVENT BOWL"ENERGY LINES- 5,4540 SF 100 5,454 AISLE DEMARKATION 9900 960 PAINT STAIRS-EGRESS 20 EA 1,50000 3,000 9900 962 PAINT STAIRS-EGRESS WALL MTD HANDRAILS 1200 LF 300 360 9900 964 PAINT STAIRS-EGRESS STAIR MTD HANDRAILS 1600 LF 1200 1,920 9900 970 PAINT STAIRS-VIP AND LOUNGE 20 EA 2,50000 5,000 9900 974 PAINT STAIRS-VIP AND LOUNGE STAIR MTD 3600 LF 1200 4,320 HANDRAILS 9900 995 INTERIOR PAINTING ALLOWANCE 154,4000 SF 020 30,880 9910000 "PAINTED HANDRAILS/RAILINGS" FYI 400 9910 910 PAINT SUITE CONCOURSE DRINK RAIL 1380 LF 400 552 9910 912 PAINT SUITE CONCOURSE PERIMETER HANDRAIL 5500 LF 400 2,200 9910 931 PAINT EGRESS AISLE VOMITORY FALL RAILS 1120 LF 400 448 9910 933 PAINT VOMITORY WALL TOP RAILS 2800 LF 400 1,120 9910 935 PAINT VOMITORY WALL MOUNTED HANDRAILS 4760 LF 200 952 9910 937 PAINT SUITE LEVEL ACCESS STAIR WALL 600 LF 200 120 MOUNTED RAILINGS 9910 971 PAINT SUITE SEATING DIVIDER RAILINGS 2600 LF 400 1,040 9910 973 PAINT SUITE FRONT RAILINGS 3000 LF 400 1,200 9910 977 PAINT SUITE DRINK RAIL 2340 LF 400 936 9910 979 PAINT SUITE DIVIDER RAILINGS 160 EA 4500 720 9910 984 PAINT FIXED BOWL EDGE RAILINGS 3450 LF 400 1,380 9910 985 PAINT REMOVABLE BOWL EDGE RAILINGS 1300 LF 400 520 9910 986 PAINT EGRESS AISLE RAILINGS 7200 LF 200 1,440 9910 987 PAINT CLUB SEATING LIMIT RAILINGS 1100 LF 200 220 9910 993 PAINT MEDIA FRONT RAILINGS 1100 LF 400 440 9910 994 PAINT ZAMBONI ROOM ICE MELT PIT RAILING 220 LF 400 88 9910 999 STAIR/HANDRAIL/RAILING PAINT TOUCH-UP 800 HR 6500 5,200 TOTAL 099000 PANTING)COATINGS 186,929 TOTAL INTERIOR FINISHES 816,840 CONVEYING „ Page 20 KENT EVENTS CENTER-MACC ESTIMATE Mortenson KENT,WASNINGTCN c°r*Vuct'on MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTIONQUANTITY COST COST gONVEYING 142400 HYDRAULIC ELEVATORS 14210 100 "OIL-DRAULIC"JACKLESS ELEVATOR-3,500# 2 0 STOP 32,000 00 64,000 PASSENGER 14210 200 "OIL-DRAULIC'JACKLESS ELEVATOR-5,000# 2 0 STOP 35,000 00 70,000 SERVICE 14210 900 PASSENGER CAB/FRAME UPGRADE 10 EA 5,00000 5,000 ALLOWANCE TOTAL 142400 HYDRAULIC ELEVATORS 139,000 TOTAL CONVEYING 139,000 LLUMBING, 220000 PLUMBING SYSTEMS 15490 010 **20%DOCUMENT COMPLETION CONTINGENCY FYI (SEE SUMMARY) 15490 100 UG SANITARY PIPING 10 LS 83,438 00 83,438 15490 110 UG STORM PIPING 1 0 LS 33,525 00 33,525 15490 112 PLUMBING TRENCH/BF/SPOILS 10 LS 175,880 175,880 15490 150 AG SANITARY WASTEIVENT PIPING 10 LS 289,076 289,076 15490 160 AG STORM PIPING 10 LS 300,919 300,919 15490 170 DOMESTIC WATER PIPING 10 LS 771,121 771,121 15490 180 NATURAL GAS DISTRIBUTION 10 LS 15490200 PLUMBING FIXTURES/DRAINS/EQUIPMENT 10 LS 413,100 413,100 15490 300 PLUMBING INSULATION 10 LS 32,941 00 32,941 TOTAL 220000 PLUMBING SYSTEMS 2,100,000 TOTAL PLUMBING 2,100,000 LIVAC, 230000 HVAC SYSTEMS 15970 050 `20%DOCUMENT COMPLETION CONTINGENCY FYI (SEE SUMMARY) 15970 100 ***HVAC-WET SIDE SYSTEMS FYI 15970 150 GAS 10 LS 63,620 00 63,620 15970 153 GEN-SET BREECHING/MUFFLER INSTALL 10 GSF 13,737 00 13,737 15970 500 UNITARY COOLING UNITS/CONDENSOR 10 GSF UNITS/REFRIGERATION PIPING(NOT REQUIRED) 15970 530 TERMINAL EQUIPMENT(NOT REQUIRED) 10 GSF 15970 610 CHEMICAL WATER TREATMENT(NOT REQUIRED) 10 GSF 15970 620 HVAC PIPE TEST/BALANCE(NOT REQUIRED) 10 GSF 15970 630 HVAC PIPE INSULATION(NOT REQUIRED) 10 GSF 15980 200 ***HVAC-DRY SIDE SYSTEMS FYI 15980 300 AHU SYSTEMS DUCTWORK 10 GSF 1,885,370 1,885,370 15980 310 GENERAL EXHAUST DUCTWORK 10 GSF 122,393 122,393 15980 330 COOKING EXHAUST 10 GSF 60,600 00 60,600 15980 340 GEN-SET EXHAUST 10 GSF 20,254 00 20,254 15980 350 REFRIGERATION ROOM EMERGENCY EXHAUST 10 GSF 10,597 00 10,597 15980400 AHU EQUIPMENT 10 GSF 1,268,909 1,268,909 • 15980 410 EXHAUST FANS 10 GSF 92,786 00 92,786 15980 430 COOKING EXHAUST FANS 10 GSF 20,424 00 20,424 15980510 GRILLES/REGISTERS/DIFFUSERS 10 GSF 72,60700 72,607 15980530 FIRE/SMOKEDAMPERS 10 GSF 53,20600 53,206 Page 21 ENT EVENTS CENTER-MACC ESTIMATE man.. Mortenson VENT,WASNINCTON `onstr"°"°" MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTIONQUANTITY UNIT TOTAL COST COST HVAC 15980540 BREECHING/STACKS 10 GSF 14,54600 14,546 15980 610 DUCT INSULATION 10 GSF 208,869 208,869 15980 630 FIRE WRAP(NOT REQUIRED) 10 GSF 15980 650 HVAC SYSTEM TEST/BALLANCE 10 GSF 38,869 00 38,869 15990 050 TEMPERATURE CONTROL SYSTEM 10 GSF 203,213 203,213 TOTAL 230000 HVACSYST9dS 4,150,000 TOTAL HVAC 4,150,000 ?M PROTECTION 210000 FIRE PROTECTION SYSTEM 15590 010 **20%DOCUMENT COMPLETION CONTINGENCY FYI (SEE SUMMARY) 15590050 FIRE PROTECTION SERVICE/MAIN/STANDPIPE 10 LS 622,715 622,715 15590 101 FIRE PROTECTION SYSTEM-BOH 39,6730 GSF 15590 103 FIRE PROTECTION SYSTEM-EVENT CONCOURSE 39,7430 GSF 15590 201 FIRE PROTECTION SYSTEM-SUITE LEVEL 24,9360 GSF 15590 301 FIRE PROTECTION SYSTEM-LONG SPAN 60,B42 0 GSF 15590 303 FIRE PROTECTION SYSTEM-LONG SPAN GSF PERIMETER(HALO) • 15590 502 DRY PIPE FIRE PROTECTION SYSTEM-EXT BLDG 10,5030 SF SOFFITS 15590 700 FIRE PUMP AND STORAGE TANKS(NOT FYI REQUIRED) TOTAL 210000 FIRE PROTECTION SYSTEM 622,715 TOTAL FIRE PROTECTION 622,715 ELECTRICAL 260000 ELECTRICAL 16000 001 **20%DOCUMENT COMPLETION CONTINGENCY FYI (SEE SUMMARY) 16120 101 **BUILDING LIGHTING SYSTEMS 10 LS 154,808 154,808 16120 103 BLDG FACADE LIGHTING FYI 16120 105 BLDG SOFFIT LIGHTING FYI 16200101 SWITCHBOARDS/TRANSFORMERS/PANELS 10 LS 616,708 616,708 16200 103 RISER DISTRIBUTION (NORMAL&E-POWER) 10 LS 686,565 686,565 16200 105 TESTING 1 0 LS 32,700 00 32,700 16300 101 MECHANICAL EQUIPMENT CONNECTIONS 10 LS 90,642 00 90,642 16300 103 EQUIPMENT CONNECTIONS(OWNER FURNISHED 10 LS 23,887 00 23,887 EQUIPMENT) 16300 105 BRANCH CIRCUITRYTO MECHANICAL AND 10 LS 422,663 422,663 OWNER FURNISHED EQUIPMENT 16400 101 DEVICES/OUTLETS(NORMAL&E-POWER) 10 LS 73,637 00 73,637 16400103 BRANCH CIRCUITRYTO DEVICES/OUTLETS 10 LS 332,460 332,460 16600 100 **INTERIOR LIGHTING SYSTEMS*' FYI 16600 101 LIGHTING FIXTURES(MATERIAL) 10 LS 1,089,009 1,089,009 16600 102 *VA REVISE TO LIGHTING FIXTURES ALLOWANCE 10 LS (339,009 00) (339,009) • OF 16600 103 LIGHTING FIXTURE INSTALLATION 10 LS 223,886 223,686 16600 105 LIGHTING CONTROUSWITCHING SYSTEMS 10 LS 176,148 176,148 16600 107 LIGHTING BRANCH CIRCUITRY 10 LS 568,657 568,657 TOTAL 260000 ELECTRICAL 4,152,761 Page 22 VENT EVENTS CENTER-MACC ESTIMATE man" Mortenson KENT,WASNIN&TON construction MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTIONQUANTITY COST COST ELECTRICAL 270000 COMMUNICATIONS 16700050 "25%DOCUMENT COMPLETION CONTINGENCY FYI (SEE SUMMARY) 16710 100 LIGHTNING PROTECTION(NOT REQUIRED) FYI 16720100 GROUNDING 10 LS 21,30600 21,306 16740 101 COMMUNICATION BACKBONEICABLING 10 LS 196,200 196,200 16740 200 CABLE TRAY 10 LS 15,892 00 15,892 16740 201 1 B"CABLE TRAY-EVENT LEVEL 1550 LF 16740 203 24"CABLE TRAY-EVENT LEVEL 1500 LF 16740 205 18"CABLE TRAY-SUITE LEVEL 360 LF 16740210 COMMUNICATION CONDUIT ROUGH-IN 10 LS 139,456 139,456 16740212 COMMUNICATION EQUIPMENT(BY OWNER) FYI 16750 100 CATWDSS SYSTEM(HEAD END/EQUIPMENT-BY FYI OWNER) 16750 101 CAN/DSS ROUGH-IN AND INSTALLATION 10 LS 59,296 00 59,296 (RACEWAY ONLY) 16780 100 AUDIO SYSTEM COMPLETE 10 LS 818,313 818,313 16780 110 REVISE AUDIO SYS TO$500K ALLOWANCE 10 LS (318,313 00) (318,313) 16790 100 BEVERAGE CONDUIT SYSTEM(NOT REQUIRED) FYI TOTAL 270000 COMMUNICATIONS 932,150 280000 ELECTRONIC SAFETY AND SECURITY 16730 010 ""25%DOCUMENT COMPLETION CONTINGENCY FYI (SEE SUMMARY) 16730 101 FIRE ALARM SYSTEM(EQUIPMENT) 10 LS 144,109 144,109 16730 103 FIRE ALARM SYSTEM(ROUGH-IN/INSTALL) 10 LS 232,147 232,147 16760 101 ACCESS CONTROL SYSTEM EQUIPMENT 10 LS 61,043 00 61,043 16760 103 ACCESS CONTROL SYSTEM INSTALLATION 10 LS 38,823 00 38,623 16760 201 INTRUSION DETECTION SYSTEM EQUIPMENT FYI (NOT REQUIRED) 16760203 INTRUSION DETECTION SYSTEM ROUGH-IN(NOT FYI REQUIRED) 16770 101 CCTV SYSTEM EQUIPMENT 10 LS 39,44400 39,444 16770 103 CCTV SYSTEM INSTALLATION 10 LS 40,085 00 40,085 TOTAL 280000 ELECTRONIC SAFETY AND SECURITY 555,651 TOTAL ELECTRICAL 5,640,562 IE001MtNT �11111 111100 LAUNDRY/DRY CLEANING EQUIPMENT 11110050 LAUNDRY EQUIPMENT(W/FF&E) FYI TOTAL 111100 LAUNDRYIDRY CLEANING EQUIPMENT 111319 DOCK EQUIPMENT 11160 150 DOCK LEVELER-PIT TYPE HYDRO 6'x8' 20 EA 8,204 50 16,409 11160 160 DOCK LOCK DEVICE 20 EA 1,51450 3,029 11160 500 DOCK BUMPERS 40 EA 20941 838 TOTAL 111319 DOCK EQUIPMENT 20,276 • 111413 PEDESTRIAN GATES 10450 610 TURNSTILES-ELECTRONIC(W FF&E) FYI TOTAL 111413 PEDESTRIAN GATES 111500 PARKING CONTROL EQUIPMENT Page 23 KENT EVENTS CENTER-MACC ESTIMATE Mortensonson • KENT,WASNINGTON corm ruction MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTIONQUANTITY UNIT TOTAL COST COST tQUIPMENT 11150 500 PARKING CONTROL SYSTEM AND EQUIPMENT FYI (NOT REQUIRED) TOTAL 111500 PARKING CONTROL EQUIPMENT 113000 WASTE HANDLING EQUIPMENT 11170200 WASTE COMPACTOR(WITH FF&E) FYI TOTAL 113000 WASTE HANDLING EQUIPMENT 114100 FOOD SERVICE EQUIPMENT 10 110 FOOD SERVICE REVISION FROM ESTIMATED TO 10 LS (223,210 00) (223,210) SPEC ALLOW($275K) 11400 100 MAIN KITCHEN-FOOD SERVICE EQUIPMENT FYI (W/FF&E) 11400 120 TYPE 1 KITCHEN HOOD(W/MAIN KITCHEN) FYI 11400 125 FIRE SUPPRESSION SYSTEM(W/MAIN KITCHEN) FYI 11400200 CONCESSIONBUDGET(PROVIDED BY WC&A) 1 0 LOT 438,000 438,000 11400 201 PANTRY BUDGET(PROVIDED BY WC&A) 1 0 LOT 35,210 00 35,210 11400 205 GENERAL CONCESSION-FOOD SERVICE FYI EQUIPMENT 11400 210 GRILL CONCESSION -FOOD SERVICE EQUIPMENT FYI 11400230 SUITE PANTRY-FOOD SERVICE EQUIPMENT FYI 11400 300 CONCESSION/PANTRY -INSTALLATION 10 LS 25,000 00 25,000 • COORDINATION TOTAL 114100 FOOD SERVICE EQUIPMENT 275,000 116213 PROJECTION SCREENS 11130 300 FRONT MOTORIZED PROJECT SCREEN(ADMIN 1.0 EA 2,64082 2,641 CONF RM) TOTAL 115213 PROJECTION SCREENS 2,641 116613 EXERCISE EQUIPMENT 11490250 EXERCISE EQUIPMENT ALLOWANCE(W/FF&E) FYI 11490 450 THERAPY EQUIPMENT ALLOWANCE(W/FF&E) FYI TOTAL 116613 EXERCISE EQUIPMENT 116623 COLUMN PADDING 11660 230 COLUMN PADDING-CONCOURSE COLUMNS 15.0 EA 85593 12,839 (15EA X 8'H IN AGAINST CONCOURSE STOREFRONT) 11660 230 COLUMN PADDING-CONCOURSE COLUMNS(4EA 40 EA 1,58650 6,346 X 8'H IN MIDDLE OF CONCOURSE SOUTH END) TOTAL 116623 COLUMN PADDING 19,185 TOTAL EQUIPMENT 317,101 FCfFk'R( MNGS 121000 ART 12100001 ARTWORK (W/FF&E) FYI TOTAL 121000 ART 122100 WINDOW TREATMENTS 12490 100 HORIZ LOUVER BLINDS(NOT REQUIRED) FYI 300 TOTAL 122100 WINDOW TREATMENTS 122200 BLACKOUT CURTAINS 12490 400 MECHO BLACKOUT SHADES-MANUAL 3400 VSF 15.15 5,150 (EAST/WEST ELEVATION WINDOWS(NOT REQUIRED)) Page 24 KENT EVENTS CENTER-MACC ESTIMATE man.. Mortenson KENT,WASHINGTON construction MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July 26,2007 Cost Management Detail Project Qly 154400 GSF DESCRIPTIONQUANTITY UNIT TOTAL COST COST E,URNISHINGS 12490 650 MECHO BLACKOUT SHADES-MANUAL(SE 1,2800 VSF 1515 19,387 CORNER WINDOWS) 12490 700 BLACKOUT CURTAINS&TRACK-VOMITORY 840 LF 6311 5,301 ENTRIES(14EA X 6'W) 12490 701 BLACKOUT CURTAINS&TRACK-SOUTH BOWL 24.0 LF 6313 1,515 CONCOURSE ENTRY 12490 703 BLACKOUT CURTAINS&TRACK-NOTHWEST 160 LF 6313 1,010 BOWL CONCOURSE ENTRY 12490 705 BLACKOUT CURTAINS&TRACK-NORTHEAST 160 LF 6313 1,010 BOWL BOH ENTRY 12490 710 BLACKOUT CURTAINS&TRACK-VIP STAIR SUITE 320 LF 6313 2,020 LEVEL 12490 711 BLACKOUT CURTAINS&TRACK-LOUNGE STAIR 160 LF 6313 1,010 SUITE LEVEL 12490 713 BLACKOUT CURTAINS&TRACK-SUITE STAIRS 180 LF 6311 1,136 (BOWL TO SUITE CORRIDOR 6'W X 12-H-Q=3) 12490 901 BLACKOUT CURTAINS&TRACK-CATWALK LEVEL 800 LF 6311 5,049 EXT ACCESS DOORS(Q=6 X 201-F) TOTAL 122200 BLACKOUT CURTAINS 42,588 124600 FURNISHING ACCESSORIES 12500 001 SUITE FURNITURE(W/FF&E) FYI 12500011 HOCKEY ADMIN FURNITURE(W/FF&E) FYI 12500 021 BUILDING ADMIN FURNITURE(W/FF&E) FYI 12800 100 INTERIOR PLANTS&CONTAINERS(W/FF&E) FYI TOTAL 124600 FURNISHING ACCESSORIES 126300 STADIUM SEATING 12630 100 "'TOTAL SEAT COUNT(EXCLUDES TELESCOPIC 5,744 0 EA SEATING)'* 12630 200 FIXED SEATING-GENERAL SEATING 4,9400 EA 10000 494,000 12630 203 FIXED SEATING-ADA COMPANION SEATING 400 EA 10000 4,000 12630 300 FIXED SEATING-CLUB SEATS 5200 EA 14200 73,840 12630 400 FIXED SEATING-SUITE SEATS 2440 EA 17500 42,700 TOTAL 126300 STADIUMSEATING 614,540 126623 TELESCOPING SEATING 12660 100 RETRACTABLE PLATFORM/FOLDING SEATS 2880 EA 841 00 242,208 (NORTH) 12660 101 RETRACTABLE PLATFORM/FOLDING SEATS 300 EA 841 00 25,230 (SOUTH) 12660 201 ADA DECKING&WHEEL CHAIR RAMP(SW EVENT 2500 SF 6500 16,250 LEVEL) 12660 203 ADA DECKING&WHEEL CHAIR RAMP(NW EVENT 2560 SF 6500 16,640 LEVEL) 12660 205 ADA DECKING&WHEEL CHAIR RAMP(NE EVENT 2880 SF 6500 18,720 LEVEL) TOTAL 126623 TELESCOPING SEATING 319,048 128400 RECESSED ENTRANCE MATS AND FRAMES 12480100 RECESSED WALKOFF MAT(VIP ENTRY 8'WX8'D) 640 SF 3785 2,423 12480 110 RECESSED WALKOFF MAT(NE/NW EVENT LEVEL 1600 SF 3786 6,057 ENTRIES(8X10-Q=2) • 12480 120 RECESSED WALKOFF MAT(S/EW EVENT LEVEL 5760 SF 3786 21,807 ENTRIES(8X24-0=3) TOTAL 128400 RECESSED ENTRANCE MATS AND FRAMES 30,287 TOTAL FURNISHINGS 1,006,463 Page 25 ENT EVENTS CENTER-MACC ESTIMATE man.. Mortenson KEIR WASNINGTON construction MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July 26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTIONQUANTITY UNIT TOTAL COST COST PPECIAL CONSTRUCTION 131723 THERAPEUTIC POOLS 13055 100 COLD TUB-HOME LOCKER(TENANT FF&E) 1 0 EA 13055 200 HOT TUB-HOME LOCKER(TENANT FF&E) 1 0 EA TOTAL 131723 THERAPEUTIC POOLS 131813 ICE RINK FLOOR SYSTEMS 13175 100 "`ICE FLOOR/SYSTEM PKG 10 LS 1,225,000 1,225,000 13175 110 UNDERSLAB HEATING SYSTEM(REQUIRED FOR 1 0 LS YEAR ROUND ICE OPERATIONS) 13175 180 ICE RINK REFRIGERATION SYSTEM 1 0 LS 13175 300 ICE RINK CONCRETE SLAB&INSULATION 16,7500 SF 13175 400 ICE RE-SURFACING/MAINTENANCE EQUIPMENT 10 EA (FF&E) 13175 610 JET ICE SYSTEM(ADD ALT) 10 LS 13175 620 MICRO MONITORING SYSTEM(ADD ALT) 10 LS TOTAL 131813 ICE RINK FLOOR SYSTEMS 1,225,000 131816 ICE RINK DASHER BOARDS 13175 300 DASHER BOARDS SYSTEM(ALUM 10 LOT 237,000 237,000 FRAME/TEMPERED GLASS) 13175 310 MANUAL SPECTATOR SAFETY NETTING SYSTEM 10 LOT 40,000 00 40,000 TOTAL 131816 ICE RINK DASHER BOARDS 277,000 TOTAL SPECIAL CONSTRUCTION 1,502,000 SITE PREPARATION BID PACKAGE LUMP SUM TOTALS 1 111 BID PACKAGE 101 (EARTHWORK)-SITE 1 0 LS 1,639,942 1,639,942 PREPARATION(62%) TOTAL BID PACKAGE LUMP SUM TOTALS 1,639,942 015713 TEMP EROSION AND SEDIMENTATION CONTROL 2370 101 TEMPORARY EROISION&SEDIMENT CONTROL FYI (INCLUDED WITH BP-101) TOTAL 015713 TEMP EROSION AND SEDIMENTATION CONTROL 024100 SELECTIVE SITE DEMOLITION 2220050 SITE DEMOLITION(INCLUDED WITH BP-101) FYI TOTAL 024100 SELECTIVE SITE DEMOLITION 311000 CLEARING AND GRUBBING 2310 090 CLEARING AND GRUBBING(INCLUDED WITH BID FYI PACKAGE 101) TOTAL 311000 CLEARING ANDGRUBBNG 312320 EARTHWORK FOR SITE AND PAVEMENTS 2310100 EARTHWORK(INCLUDED WITH BID PACKAGE 101) FYI TOTAL 312320 EARTHWORK FOR SITE AND PAVEMENTS TOTAL SITE PREPARATION 1,639,942 FTEIMPROVEMENt , • BID PACKAGE LUMP SUM TOTALS 1 112 BID PACKAGE 101 (EARTHWORK)-SITE 1 0 LS 740,618 740,618 IMPROVEMENTS(28%) 3 116 BID PACKAGE 103(CIP CONCRETE/PRECAST/ 10 LS 82,900 00 82,900 STEEL)-SITE IMPROVEMENTS Page 26 NEE EVENTS CENTER-MOO ESTIMATE man.. Mortenson • KENT,WASNINGTON CO""'""I°" MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July 26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTION QUANTITY TOTALUNIT COST COST ,SITE IMPROVEMENTS TOTAL BID PACKAGE LUMP SUM TOTALS 823,518 000500 ACCEPTED VALUE ENGINEERING ITEMS 2910102 '**VA TO HAVE COK PERFORM WETLAND WORK (2,4500) TCY 450 (11,025) 2930 125 ***VA TO HAVE COK PERFORM WETLAND WORK (101,7870) SF 150 (152,681) 2930 421 ***VA TO HAVE COK PERFORM WETLAND WORK (42 0) EA 25000 (10,500) 2930424 ***VA TO HAVE COK PERFORM WETLAND WORK (330) EA 37500 (12,375) 2930 426 '**VA TO HAVE COK PERFORM WETLAND WORK (11 0) EA 26500 (2,915) 2930428 ***VA TO HAVE COK PERFORM WETLAND WORK (90) EA 37500 (3,375) 2930 429 LANDSCAPE/SITE IMPROVEMENT REVISION FROM 10 EA (32,179 65) (32,180) ESTIMATED TO SPECIFIED ALLOWANCE OF ($200K) TOTAL 000500 ACCEPTED VALUE ENGINEERING ITEMS (225,050) 032100 CONCRETE REINFORCEMENT 3220629 WWF 6x6-W2 9xW2 9-SIDEWALKS(63,210SF+ 72,6920 SF 059 42,888 15%) 3250 110 SITE IMPROVEMENT REINFORCING(INCLUDED FYI WITH BP-103) TOTAL 032100 CONCRETE REINFORCEMENT 42,888 055000 METAL FABRICATION • 5500 101 *'SITE MISC MTLS'* FYI 5500 115 2L GALV METAL RAILING AT LOADING DOCK 480 LF 11000 5,280 5500 205 ***VA TO DELETE BOLLARDS (100 0) EA 62500 (62,500) 5500 205 6" DIA 42"H STAINLESS STEEL BOLLARDS-BOLT 1000 EA 62500 62,500 DOWN (PLAZA PERIMETER L100)NO SPECIAL FOUNDATIONS REQ'D TOTAL 055000 METAL FABRICATION 5,280 104100 FLAG POLES 10350 140 40'ALUMINUM FLAG POLE-PLAZA 30 EA 3,06147 9,184 10350185 FLAGPOLE FOUNDATION 30 EA 1,60148 4,804 TOTAL 104100 FLAG POLES 13,989 321216 ASPHALT PAVING 2740 000 ASPAHLT PAVING(INCLUDED WITH BP-101) FYI 2740 090 PATCH BACK PAVING-CURB CUTS/ENTRY FYI APRONS(BY CITY OF KENT) 2740 091 PATCH BACK PAVING-JAMES ST C&G(BY CITY FYI OF KENT) 2740 093 PATCH BACK PAVING- UTILITY CONNX 1100 SY 4200 4,620 2740 095 HEAVY DUTY PAVING PREMIUM-CLOUDY ST 7110 SY 600 4,266 (FROM 2/2 TO 3/2) 2740 097 HEAVY DUTY PAVING-TRUCK STAGING AREA 2670 SY 2400 6,408 (3"CL B/2"ATB) 2740099 PATCH/REPAIR CURBS/ASPHALT- 10 LS 10,00000 10,000 MISC/DELIVERIES/JAMES INTERFACE TOTAL 321216 ASPHALT PAVING 25,294 321313 CONCRETE FOR PAVEMENTS&SITE FACILITIES 2750 000 '*RIGID PAVEMENT" FYI 2750 160 EQUIP PADS -UTILITY'YARD'(INCLUDED WITH FYI • ) 2750 200 LOADING DOCK PIT(24'W X 8'L) 1920 SF 700 1,344 2750 300 MISC SITE CONCRETE(ALLOWANCE) 7500 SF 700 5,250 2770 000 **WALKS&CURBING*' FYI Page 27 man KENT EVENTS CENTER-MACC ESTIMATE Molrten son son • KENT,WASHINGTON cons`"''"'°" MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July 26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTIONQUANTITY TOTALUNIT COST COST SITE IMPROVEMENTS 2770 120 SIDEWALK WITH INTEGRAL VERTICAL CURB- 41,691 0 SF 425 177,187 PLAZA 2770 122 SIDEWALK-PLAZA ENERGY LINE FORMING 4,9900 SF 225 11,228 PREMIUM(998 LF X 5'W)(PAINTING CARRIED WITH PAVEMENT MARKINGS) 2770140 SIDEWALK WITH INTEGRAL VERTICAL CURB- 11,6460 SF 425 49,496 BUILDING PERIMETER 2770142 SIDEWALK-SOUTH EAST/SO UTHW EST PLANTING 7,1550 SF 425 30,409 AREA 2770 160 SIDEWALK-PARKING AREA ADA AISLES ACROSS 1,1180 SF 425 4,752 BALLAST ROCK 2770162 SIDEWALK-PEDESTRIAN QUEUE AREA AT SW 1,6000 SF 425 6,800 CORNER OF SITE(EIS COMMENT) 2770401 INTEGRAL CURB PREMIUM(FORMED WITH 1,5000 LF 350 5,250 SIDEWALK/PLAZA ABOVE) 2770501 EXTRUDED CURB(INCLUDED WITH BP-101) 4,8430 LF 2770 603 VERTICAL CURB-PARKING LOT PERIMETER 2,901 0 LF (INCLUDED WITH BP-101) 2790 200 "WORK BY CITY OF KENT(JAMES STREET FYI REVISIONS) 2790201 DRIVE ENTRY APRONS-JAMES STREET FYI 2790 701 CURB&GUTTER AT JAMES STREET FYI TOTAL 321313 CONCRETE FOR PAVEMENTS&SITE FACILITIES 291,714 321723 PAVEMENT MARKINGS 2760 120 PAINT STALL-INTERIOR(NO'C"AT COMPACT 6130 EA 900 5,517 STALLS) 2760 121 PAINT STALL-PERIMETER(NO"C"AT COMPACT 2090 EA 900 1,881 STALLS) 2760 125 PAVEMENT STRIPING-FIRE LANE(ENTRY 1,5100 LF 075 1,133 ROADS) 2760 130 PAVEMENT MARKING-ADA STALL 180 EA 4500 810 2760 150 PAVEMENT MARKING-MISC ARROWS/STOP 51 0 EA 2500 1,275 BARS 2760 200 PAVEMENT MARKING-PLAZA"ENERGY LINES' 9980 LF 400 3,992 (ROADWAY PAINT) 2760 201 PAVEMENT MARKING-PARKING"ENERGY LINES" 2,7250 LF 400 10,900 (ROADWAY PAINT) 2840 500 PRECAST PARKING W HEELSTOPS(INTERIOR 6130 EA 9500 58,235 STALLS ONLY/NO PERIMETER STALLS) 2890100 TRAFFICSIGNAGE- POST MOUNTED 100 EA 22500 2,250 (ALLOWANCE) 2890 110 ADA SIGNAGE-POST MOUNTED(ALLOWANCE) 180 EA 27500 4,950 TOTAL 321723 PAVEMENT MARKINGS 90,943 323000 SITE IMPROVEMENTS AND AMENITIES 2870 310 SITE FURNISHING ALLOWANCE 10 LS 13,320 90 13,321 2870 600 TREE GRATES-JAMES PLAZA FEATURE TREES EA (NOT REQ'D) 2890 710 MONUMENTAL ENTRY SIGN(W/FF&E) FYI 3460 900 PRECAST SITE BOLLARDS(NOT REQUIRED) EA 3460 910 LEED ALT TRANSPORTATION CREDIT(BIKE 10 LS 10,000 00 10,000 RACK/LOCKERS) is TOTAL 323000 SITE MPROVEMENTSAND AMENITIES 23,321 323100 FENCES AND GATES 2820 110 4'HIGH CHAIN LINK FENCE-RESIDENTIAL 8880 LF 2000 17,760 BARRIER(N 5TH AVENUE) 2820 120 8'HIGH CHAIN LINK FENCE-SERVICE YARD 1350 LF 3000 4,050 Page 28 KENT EVENTS CENTER-MACC ESTIMATE ■Ir►� Mortenson KENT,WASNINGTON construction MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July 26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTIONQUANTITY UNIT TOTAL COST COST 61TEIMPROVEMENTS 2820122 10'WIDE DOUBLE SWINGING GATE-SERVICE 10 EA 1,10000 1,100 YARD 2820 130 8'HIGH CHAIN LINK FENCE- 1350 LF 3000 4,050 RECYCLE/COMPACTOR YARD 2820132 10'WIDE DOUBLE SWINGING GATE- 1 0 EA 1,10000 1,100 RECYCLE/COMPACTOR YARD 2820 440 4'HIGH SPLIT RAIL FENCE-PARKING LOT 1,5900 LF 3500 55,650 PERIMETER 2820441 ***VA TO HAVE COK PERFORM WETLAND WORK (1,5900) LF 3500 (55,650) 2820 442 WETLAND SIGNAGE AT SPLIT RAIL FENCE 150 EA 12500 1,875 2820443 ***VA TO HAVE COK PERFORM WETLAND WORK (150) EA 12500 (1,875) 2840 300 STEEL GUARD RAIL&POSTS(NOT REQUIRED) LF TOTAL 323100 FENCES AND GATES 28,060 328000 IRRIGATION 2940 100 IRRIGATION SYSTEM(NOT REQUIRED) SF 2940 190 IRRIGATION SYSTEM SLEEVING(NOT REQUIRED) LF 2940 195 TEMP IRRIGATION(NOT REQ'D) LF TOTAL 326000 IRRIGATION 329200 PLANTING(LANDSCAPING) 2900 101 '*SITE STATISTICAL DATA*' FYI 2900 110 TOTAL PROPERTY AREA(3,883 LF PERIMETER) 764,1090 SF 2900 111 AREA OF NO WORK INSIDE PROPERTY LINE 105,0830 SF 2900 113 LIMIT OF WORK AREA(3,132 LF PERIMETER) 539,3150 SF 2900 115 WETLAND BUFFER AREA 101,7870 SF 2900117 WETLANDS 17,9240 SF 2900 119 **NO WORK IN WETLAND" FYI 2910090 PURCHASE IMPORT TOPSOIL 3,1250 TCY 1400 43,750 2910 100 SPREAD TOPSOIL,ONSITE STOCKPILE 6" 6750 TCY 450 3,038 (LANDSCAPE 28,022SF) 2910 101 SPREAD TOPSOIL,ONSITE STOCKPILE 6" 2,4500 TCY 450 11,025 (WETLAND BUFFER 101,787SF) 2920 200 HYDRO-SEEDING(PARKING LOT NORTH BERM 2370 SY 075 178 (2,132SF) 2930 120 AGG GROUNDCOVER-PARKING ISLANDS(6" 7200 TCY 1800 12,960 BALLAST ROCK 29,759SF) 2930122 GROUNDCOVERS/SHRUBS-5THAVENUE 17,1760 SF 175 30,058 RESIDENTIAL BUFFER 2930,124 GROUNDCOVERS/SHRUBS-WETLAND BUFFER 101,7870 SF 1 50 152,681 2930 126 GROUNDCOVERS/SHRUBS- 8,7140 SF 175 15,250 SOUTHEAST/SOUTHWEST PLANTING AREA 2930 128 GROUNDCOVERS/SHRUBS-PARKING LOT 2,1320 SF 175 3,731 NORTH BERM 2930 400 TREES-PARKING ISLANDS(1-CALIPER) 690 EA 26500 18,285 2930 410 TREES-RESIDENTIAL BUFFER(2"CALIPER) 160 EA 41000 6,560 2930,411 TREES-RESIDENTIAL BUFFER(6 HEIGHT) 260 EA 37500 9,750 2930 420 TREES-WETLAND BUFFER(5 GAL) 420 EA 25000 10,500 2930.423 TREES-WETLAND BUFFER(6'HEIGHT) 330 EA 37500 12,375 2930 425 TREES-WETLAND BUFFER(5 GAL-25916 110 EA 26500 2,915 OVERAGE) 2930 427 TREES-WETLAND BUFFER(6'HEIGHT-25% 90 EA 37500 3,375 OVERAGE) 2930 430 TREES-SOUTHEAST/SOUTHW EST PLANTING 240 EA 51000 12,240 AREA(2" CALIPER) 2930 450 FEATURE TREE-PLAZA (ALLOWANCE) 80 EA 2,50000 20,000 Page 29 KENT EVENTS CENTER-MACC ESTIMATE ma®" Mortenson • KENT,WASNINGTON construction MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July26,2007 Cost Management Detail Project CIty 154400 GSF DESCRIPTIONQUANTITY UNIT TOTAL COST COST SITE IMPROVEMENTS 2935 500 LANDSCAPE MAINTENANCE 10 YR 5,00000 5,000 TOTAL 329200 PLANTING(LANDSCAPNG) 373,669 TOTAL SITE IMPROVEMENTS 1,493,626 SITE CIVIL/MECHANICAL UTILITIE%'- 331700 WATER DISTRIBUTION 2500 000 **WATER DISTRIBUTION w/TRENCHING'" FYI 2500 504 DIP WATER PIPING-4" DOMESTIC SERVICE 400 LF 5700 2,280 2500 508 DIP WATER PIPING-8"SERVICE LOOP 1,7460 LF 6500 113,490 2500 540 WATER METER VAULT 10 EA 7,50000 7,500 2500 550 WATER METERS(BY UTILITY) FYI 2500 606 FIRE SERVICE PIPING-6" HYDRANT PIPING 700 LF 6000 4,200 2500 607 FIRE SERVICE PIPING-6" FDC PIPING 950 LF 6000 5,700 2500 618 FIRE SERVICE PIPING-8"SERVICE ENTRANCE 200 LF 6500 1,300 2500 768 8"POST INDICATOR VALVE(NOT REQUIRED- FYI INTERIOR W/FIRE PROTECTION) 2500810 FIRE DEPARTMENT CONNECTION(FDC) 10 EA 4,50000 4,500 2500 812 FIRE HYDRANT ASSEMBLY 40 EA 3,90000 15,600 2500 820 12"SLEEVE AT FUTURE CLOUDY STREET CONNX 355 LF 2500 888 • 2500 850 CAP/HTB AT FUTURE CLOUDY STREET CONNX 10 EA 1,200 00 1,200 2500 855 10x8 TAP CONNECTION TO EXISTING LINE IN 20 EA 4,00000 8,000 JAMES 2500 855 FLEX CONNX TO BLDG ENTRY POINT 30 EA 3,00000 9,000 2500 900 DOUBLE DETECTOR CHECK VALVE(INTERIOR FYI W/FIRE PROTECTION) 2500 910 DDCV PRECAST VAULT(NOT REQUIRED- FYI INTERIOR W/FIRE PROTECTION) 2500 990 IMPORT/EXPORT TRENCH BACKFILL(IN SYSTEM FYI UNIT PRICES) TOTAL 331700 WATER DISTRIBUTION 173,658 333000 SANITARY SEWERAGE 2530 000 **SANITARY SEWER w/TRENCHING" •*•* 2530 503 PVC SANITARY SEWER-T(CONNX BLDG TO 80 LF 4600 368 GREASE INTERCEPTOR WEST) 2530 504 PVC SANITARY SEWER-4"(CONNX BLDG TO 470 LF 4800 2,256 GREASE INTERCEPTOR EAST) 2530 506 PVC SANITARY SEWER-6"(CONNX TO BLDG) 2740 LF 5000 13,700 2530 508 PVC SANITARY SEWER-8"(MAIN) 1,0950 LF 5500 60,225 2530 803 SANITARY SYSTEM-750 GAL GREASE 10 EA 15,000 00 15,000 INTERCEPTOR(WEST) 2530 805 SANITARY SYSTEM-1000 GAL GREASE 10 EA 20,000 00 20,000 INTERCEPTOR(EAST) 2530 820 SANITARY SYSTEM-MANHOLE(JAMES STREET) 20 EA 3,50000 7,000 2530 821 SANITARY SYSTEM-MANHOLE(EAST ACCESS 10 EA 3,50000 3,500 DRIVE) 2530 828 SANITARY SYSTEM-SADDLE EXISTING SSMH 20 EA 17,500 00 35,000 (JAMES STREET) 2530 855 FLEX CONNX TO BLDG ENTRY POINT 130 EA 2,50000 32,500 • 2530 858 8"CLEANOUT STRUCTURE 70 EA 750 00 5,250 2530 990 IMPORT/EXPORT TRENCH BACKFILL(IN SYSTEM FYI UNIT PRICES) TOTAL 333000 SANITARY SEWERAGE 194,799 334000 STORM DRAINAGE Page 30 KENT EVENTS CENTER-MACC ESTIMATE man.. Mortenson . KENT,WASHINGTON cons""c"°" MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July 26,2007 Cost Management Detail Project Qly 154400 GSF DESCRIPTIONQUANTITY UNIT TOTAL COST COST SITE CIVIL/MECHANICAL UTILITIES 2550 000 STORM DRAINAGE(INCLUDED WITH BP-101) FYI 2550 100 BALLAST SYSTEM PIPING(INCLUDED WITH FYI BP-101) 2550 101 STEEL PLATE ARCH/ROCKERY WALLS-CLOUDY FYI STREET ACCESS(INCLUDED WITH BP-101) TOTAL 334000 STORM DRAINAGE 335100 NATURAL GAS DISTRIBUTION 2560000 "`PIPED ENERGY DISTRIBUTIUON w/TRENCHING FYI 2560 190 NATURAL GAS TAP CONNX/VALVE IN JAMES 10 EA STREET(BY PSE) 2560 193 NATURAL GAS LINE/METER(BY PSE) 6000 LF 2560 950 GAS LINE TRENCH/BACKFILL(COMMON TRENCH TCY W/OTHERS) 2560990 IMPORT/EXPORT TRENCH BACKFILL(IN SYSTEM FYI UNIT PRICES) TOTAL 335100 NATURAL GAS DISTRIBUTION TOTAL SITE CIVIL/MECHANICAL UTILITIES 368,457 SITE ELECTRICAL UTILITIES 033100 CAST-IN-PLACE CONCRETE 3390 900 CONCRETE FILL FOR PRIMARY SERVICE FEEDER 105 0 CY 10751 11,288 POWER DUCTBANK(LEAN MIX 1200 LF X 2 17'W X VD) 3390 990 CONCRETE EQUIP/CONSUMABLES 10 LS 50000 500 TOTAL 033100 CAST-IN-PLACE CONCRETE 11,788 260000 ELECTRICAL 16110 010 ""EXTERIOR LIGHTING SYSTEMS 10 LS 385,734 385,734 16110 011 SITE LIGHTING-DUAL LUMINAIRE(M5A) 200 EA 16110 012 SITE LIGHTING-SINGLE LUMINAIRE(M5) 170 EA 16110 013 SITE LIGHTING-PLAZA LIGHTING(NONE EA REQUIRED) 16110 014 SITE LIGHTING-LUMINAIRES AT JAMES STREET EA (BY COK PUBLIC WORKS) 16110015 SITE LIGHTING- 1"CONDUITIWIRING 2,6100 LF 16110 016 SITE LIGHTING-2"CONDUIT ONLY(FUTURE LF LIGHTING) 16110 017 SITE LIGHTING-18" CIA X 5' DEEP PC POLE 370 EA BASES AT LUMINAIRES 16130 180 `"PRIMARY SERVICE DUCTBANK 10 LS 64,550 00 64,550 16130 184 UTILITY SWITCH(PART OF JOINT TRENCH FYI UNDERGROUND CONVERSION AT SW SITE CORNER BY UTILITY) 16130 185 PRIMARY POWER FEEDER CONDUIT(TRENCH 7950 LF 16130 186 PRIMARY PULL VAULT(WEST ACCESS ROAD) 1 0 EA 16130 187 PRIMARY PULL VAULT(2 ADDED) 20 EA 16130 188 PRIMARY POWER FEEDER WIRING(BY UTILITY) FYI 16130 189 TRANSFORMER-(SET BY UTILITY ON PAD BY FYI TRADE CONTRACTOR) • 16140 100 SECONDARY SERVICE DUCTBANK 10 LS 50,812 00 50,812 TOTAL 260000 ELECTRICAL 501,096 270000 COMMUNICATIONS 16700100 INCOMING TEUDATA 10 LS 71,45800 71,458 Page 31 KENT EVENTS CENTER-MACC ESTIMATE ONK" Mortenson RENT,WASNINOTON construction MACC ESTIMATE 07 05E 033 MACC PARAMETER EST est July26,2007 Cost Management Detail Project Qty 154400 GSF DESCRIPTIONQUANTITY UNIT TOTAL COST COST $ITE ELECTRICAL UTILITIES 16700 101 SITE DATA/COMM-CONDUIT/TRENCH(INCLUDED 795 0 LF ABOVE) 16700 103 SITE DATA/COMM-PULL VAULTS(463TA) 30 EA (INCLUDED ABOVE) 16700 105 SITE DATA/COMM-(WIRING BY UTILITY) FYI TOTAL 270000 COMMUNICATIONS 71,458 TOTAL SITE ELECTRICAL UTILITIES 584,342 GENERAL REQUIREMENTS 010000 GENERAL REQUIREMENTS 1000 050 PRECONSTRUCTION SERVICES(OUTSIDE THE 10 LS MACC-SEE SUMMARY) 1000 100 SPECIFIED GENERAL CONDITIONS(OUTSIDE THE 10 LS MACC-SEE SUMMARY) 1000 300 NON-BID GENERAL CONDITIONS 10 LS (REIMBURSABLES) TOTAL 010000 GENERAL REQUIREMENTS TOTAL GENERAL REQUIREMENTS FR&MMECT COSTS(LEED ALLOWANCE) 010000 GENERAL REQUIREMENTS 1000 400 LEED REQUIREMENTS ALLOWANCE(FOR 10 LS ADDITIONAL ITEMS NOT IDENTIFIED IN THE CURRENT DESIGN) TOTAL 010000 GENERAL REQUIREMENTS TOTAL MISC PROJECT COSTS(LEED ALLOWANCE) TOTALSESTIMATE 00 ,347 Page 32 ---- ------------- ------------- ------ - --- ------------------------------ - O LL S -——----- ----------- ------—+--------- mg OR ___________ Z ___________ I __________ ____________y___-____ �U yyW�� lT -------- ------------------- ------------------------------------------------ L ---------- - -------- -------------------------------------------------- rCi Y N a m c o m 74 ; E m U m > u ¢ c ¢wH e ¢c> > o ---------- -- 3------ 0 -a, O aW 05 m wNO EE d- Nw❑-- o �. O �e E r r ¢ N m E ---� E E ¢ > t E a r m` 2 a ¢ E E E n w Y a Y o Y c E ^ N E E � �z E a ¢ a g3i `m o >: c o � axtCL � a 3a13 $ a a d-m --E a s-d-�- � -0- E_ E-_- - -�-�i ¢ E----- }}; z a LL N w iI — a L ° a r a Y a E Y U Y ¢ d 0 3 y 2 ❑ w g 56 g -"'-" `_ " c £ E- a-� = a = a-w-a « rx �I 1 1. � p Z z E E E m --� Y o a c am ;! E rn a e a in - -`-N- U E ia�_ m= O z a a a w -LL ' -�-LL U. o - w .c-m-y -p ' a-vr�-.-' *.♦ 'I- ' '$ N '9 C C1 C y C O 7 E � m ' N Jr i' lL N 7 7 Y ' ♦ ♦ ♦ N ^' w o N sd ♦ . S� v w ♦ ♦ W --------------- T J 4-F- - --------------------- ------------------------- z ------- C ---- -N--- --------------------- --------------------`------- CLJ -- - a o ♦ - --- --- 0.a C- --p Y c ------- ----------- ------------ ------ m _ _♦ i � - -- UC U > I cc ____ ____________1--___-__ ______-____- --------------------- _----------__-- N Z_; Z O LU a N m �.y o 0 0 0 0 0 0 o a a ^ o 0 0 o no ^o c no no ^o Y Q 4. CO C CL D_ d d LL Q, d Z J Z Z J J J J O_ w LL a w w w w w w ] ❑ ❑ ❑ x ❑ p ❑ ❑ > > > W ❑ Wit) O WN WN n r r N ' Obi 0�1 r h 0 N V b Q N N N N I N N I N N N T h n n n n n n n a n Q Q Q ^ r ^ ^ n n n n n n n w Wm Z a a a a a a O O O O O O O O O O O 0 0 0 y Z Z Z Z J J J J J d a 2 W W W W w W 2 2 2 2 2 2 2 2 2 2 2 O w , -> > (n N N N N (n -� a s a a a a N r N O 0 0 0 0 0 0 O O O N N 0 0 0 O O O O O O O N 0 0 O 1 N O CIO O O O N O O N a 3 N ' m p p m m w 0- U J a 3 z a s m ¢ a s m s ¢ 4 ¢ p �' m 3 c E a ¢ Cl s m & a m � ica �' E ❑W a $ z y m w E o E aci E ¢ o w N vUi p y s o `^ 'o ~U' $ 8 E 5 a3i 3 a E m r o t as E U m E m U t E t E ¢ Q ❑ Y p m m s m m E a '¢ E U E c m = E `m cc N E E E a E n rn n n a x E E E om[ m �� c a c Ea E a 4 E o a t t m m ¢ a m E E ¢ m Z Z o a w E a o w 0 o N m E ¢ E 4m c `m c E a' U 5 y c a m m m m w a a a x U 3 L m m E ° m a a c a r ¢ a a a w L a Q a m E m > a 4 Q 0 d 2 E � ° w 4 E z 0i d ra w s m a o c U LL H �' �i :� a m E a R E c a c' (i c m C7 E' a -mo a 2 in > > ¢ a o N o C7 C7 O Z W ILL L a `m E E (7 ILA v c -p c r Q i> CL r '� (7 c t i> u > > 2 m w r a a m ' m c ``° 'o m 'o E is 2 m E ? o' E o U E 2 2 H m a E ¢ 9 ' L a a E E U LL C7 LL ffi S a C7 ❑ LL z _ in in j �� .c ¢ ao � (Ad N J N (n (n a a a � w LL N (n a Q a � ¢ LL a C.7 ¢ � C7 a in LL Q a m CD �• 0 S 00 00 8 0 0 0 0 O O {O{ O O r N N a Ch N Cl) Ln O N co) (O O a N O O m > N - N S - N N a N O N O N O N N N V O - O O N ' N V C C V V O m E 0 S O O N N N N N N N N N N N NIN N Nil N N N N N N 0 IN om- f0 m„ 0 0 0 0 0 0 0 0 o 0 0 o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o cc R a` 0 0 0 0 0 0 • aO aO Oa • 0 0 0 0 0 SO O O O O SS a a O Oaa aO OO 00 1 a a a a 0 ❑�' L ❑.m.. ❑C as n tLL ❑ CC --------_--------- LL m c� U Z _ _______________________________________ ____ _______-__ ________ C U ___________ ^, i yLW� Ur T ---------------------------____________ _ ________-_ ________ O _N �_W_______________________________________ __________ r ____________ ______ ______ Z m a -> o a Lu a w ze 'c ma > -mm- � HUam ______--- _AL--- _ _______________ ---_E a 6c Z -�E --- ------- ------ ---------(3 ---------- --------I ------ - ?- E - c Im w ts� 3o 0- - -c-i --J° ---------�0---- w �a. Z r m �- -,y > gg� awo ti ° w �a - --------- a --W ---0 cin - -u- ---�-� -----g---�----------- -------- o o- O $ m w a 0 a - Z m - �'—NQ _______ Y _iV0• m; mM c 5N UpI -5 I a --------___ ________ N ° ¢ 2L4 N ¢C W _° 1�� ' r _ U N R YN) O R A C N a N 8 - _ -m---o-jZ-a.-�'o-� m y c _________ a>i m d W >- U a � _____________ ___ y A_s a n c - ?_ �Z N m e c C (W - ---------------wr --- - - ------ --- ----- -------- - r-a - r a - m _ v m U a �i w E Q ti �N ' -N a W W O 0 c o m Y) 0 ____---------------------------------------- --�--_____ __, _________ __ y Z - d r W CD m cc =m ^o 0 0 0 0 0 0 0 0 0 0 0 0 o a ^o o c o o n a n n n Y a d m e > > > ¢ r z z } z z z z (D (D m m } m m m m m m m V W LL O O Z Z Z Q Z) D Q D _ 0 D D a a a W W W w W W w V a Q LL LL LL LL LL LL LL O W m O mf ID O n O !<O M M O O N O) O� N O M CO Q O N N O N a Q a Q 6 a Q a l a Q a Q l a a a a a a a a n n' n n n n n ^ non n n Q ^ I n ^ ^ n n n ^ n n m a > > ¢ o 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 o Y w y ¢ ¢ ¢ ¢ } } } } } z C7 z m ¢ Z m m m m m w U 0 0 a a a 'o a a a a ¢ p p p Q a a a w w w w w y cn O Z z ¢ a a ¢ a -� Q LL LL LL LL LL M M N N N N �A n N �° M �_ m > N O N N N N N N M Cl) M O N O O O O O m U Im c0,� O N O 0 0 M O O N O r O cD O O e- O� O O Q) O N O D m m R ? p U O ' w a` c) c 4 z 0Fn 5 c ° m m m W N m 4 c m E 'mi 0 c m p y m U ¢ E p p �, c 1i_ 4 w Y c S N N :°. m m 8 E ti 'c r S s s ¢ 'p e o a a n S E N F Y V a ¢ a c a w w a m Q 3 'c a y m o m E m p c a c �' E 5 a 0 c 0 E w 8 s v E a W t s L E c '� E m �c n N U m m d o 0 o a E E o f U o 8 w o m a44 m N c E 8 a v °� m F. SQ z Z 0 0 m m U c m C7 Z m m � m rn U E c a °' c 4 0 1> m 8 ¢ m e a a p a d = 'o a ? 8 �- 3 3 = c ° 0 4 3 Q 4 �9 �i > p U pm c m m 4 `S', a_ n o� rn E rn 0 g m m `m U O N m ^-� c cn O m c d c o N O c c m m c -o N 5 °Ji S m 8 S �i " °°� m m 0 0. r r 'o v a c v a m m = = N y (n p m 0 m c m .c$ 0 d g m m 3 c ui m l m d m m 8 p� ¢ p p w X w c 9 U U 8 Fn p Si 2s, a N n i 'm o m N Q N m 8 � U U l0 T R N N U U p W C cn W W W W W Q > 2 S S m 2 Z v a m a m p p c c o m o. o Q a p 0 0 0 0 0 0 0 p 010 W a a m ¢ a LL U m 0 O D U LL U LL U a <n (n cn (n U) (n (n • _ m O O T8 cc0o OOO OOO aO O ON OM O O O O N D O N NO NN " N O ONO NO • O O O j O N N N N N O N N N N N N On (n m NN m m dO O O O O O O O O 0 0 O O O O nn n ONOgy, „„N N N N N I 0 0 0 0 O O _ (n O O p O O O • O O O O O O O O O O O O O O O O O O O O O O 00 O O 00010O00O00OOOOO 00 00O a ¢ O 0 0 0 0 0 O O S Ca ¢ a a a a a a a a Q a ¢ a R (n lL O S -- ------- --- -- ---- - ------- --- N LL ECt p ��0= Z No _____________________ ______________________________________________________ ______ V -i __________________.___ ____-_______---.{�____---__________-__________ --_-____ ___--- Q ---_____---- y C __ O 0 _ayx�___________ _______________________ 0 _y_ _ _____-- - a - V v o m --------------------- -------- ----o Wa rn- in r2-v_�1 __7� «LL CV3 LL �o •C1 u_1 a g m ----O• _- ----m wy a----------- ---------------_ 10 _____m -- ----W _LL y w c y O .19 - E UO -AL Im ;U uo r om m m ° 3 � a a- a �-_ 9 � � u a O aZ o S. U AL i -«_ .- OLu _ W U O W c UL CLL O_ -0L)- _ Ncm LU N - EN __________ ________ ___ a wSFw� Z y U) W >.NJ UI CW E ____-______- 0 a-W - a G�gs$ O m y C C wZ > y �p W i J a Q n n n n n n a n n n ¢ ¢ a ¢ n n n n a ¢ n n Y a `m c ¢ om o 0 0 0 0 0 0 0 0 0 0 o n n n n z z z a c� c� c� F- > > a a V W LL a a > > > w > > > > U O O V ¢ -> > > a cn a ¢ ¢ a O z z > > ¢ ¢ a ¢ ❑ ¢ uwi o m Y rn n rn rn V N 0 0 v o n n M co r� c?i v .- ch O O N N O O O O O O N O N N NN O O N N N O >� t n a a' n Q Q ¢ < aTZ , in n n 6 ¢ ¢I ¢ ¢m o 0 0 0 0 0 0 a o 0 0 0 0 0 0 0 0 O o 0 0 0 0 no no n o o w W fn ¢ Y } } } T } J Z 2 Z ~ > > > Z J J J z Z 0 0 > Y N N N -� a ¢ a O Z z z n a s n Q Z �_ w w n o N l 0 n n in a v � n n Ln co > O O O O O O O O N O N N O N N N N N N O O N N (h N O m U m N COO (OD O N O O O N 0 N O �[J N O OJ W CO N Cc m y ¢ O p W � O — yp w a` c) ❑O !n y 6 GG 00 ICEo ❑ o' c ❑ `s y Q ,❑ 4 ❑ y o� m rn 4 cw 4 2 m >>,pp tO((NpOmo+pl ❑cCNyOO000cn7a $❑O000mmcD- m❑a0C0oal an0❑OE 0❑❑ZON0 C_N07 t❑o0 ❑N0 COUO nUO +UUCCCrO•••111 I ONOU Uo U I�U Ua Um U❑ a) U=a, UU UU UU UU N 4 U m o_ m 4i w Nc TM d m m m m 0nm t0rnN _onm coo omC❑It o i 4 m m o rn sE o_ z z C7o a m cE ¢a o � mnm o LL "IL m E E O o m o CD m C mW A m C ' w ww U a j c�vE s g w❑ E w ¢ a o m p ¢ E mQ y E m mNmo aL ` m `v 0 ci r U o m w ¢ w w w ¢ w wLi CIO O Nr OO O O c O O O O O O In N ENO O M0 a)O O O NN NNm m mO cu p O O 6 O O 6 o O ] ❑ ❑ O O O O O 0 O O O O 8 O O O O O O O O O O O 8 O O O O O¢ O O N m C O O • O O O O O O O • O O O O O O O O O O O O O O O O O O O O O m¢ a ¢ ¢ Q ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ Q ¢ a Q ¢ ¢' ¢ Q ¢ • ¢ a ¢ ¢ ¢ ¢ ¢ ¢ a R c m c Cn LL ❑ Q W LL ®c5 o oN^,0 Z _ ------- -------- ---------------- ----------------- ---------- -------- ---------- ICU N W 4i T L ----$' ----------- - -------- ---------------------------------- ---------- -------- C a c m d �-yea- im a-� v� - -- -------- ------------}-----------------'- Im ISO � Y m U 9 -01 _ __----_____ _________ ____L___ _ (p _______ �_____________________ _ N Q R m C m N � LL {Y{�� W lC — C C F N m m 9 oa LL C G E_ W L C O! 1 W -- ------ -- ----E7-f? i - -r _ z ca a ' m Q $ ' Q ; LL *og z „ 41 n o a = a L ' CL 3 --- w o a m - _ WWNu3a En - c -a IL M $--am O a m m w O u w a o. m m o. w a > > a _ - - �—$—�-�_— v a w Q - ------------------- �- --¢ L L- ♦-----a-a- W _ ¢ a _ w w W L z —-------------—— ------ ------------------------- cf) C J LLJ ---------- '------- L a N d C 0 m --_-_ ________ ----- ---- ----_-_-_--- __ V C--------------------------------------- ------------- ----- ------- 0 ZZ Q W •' O Lu > L n n n n n n n n n a 1 a a a a a n n n a a a n n ^ n n n n n n �C 4 a o o 0 0 0 0 0 0 0 ^ ^ ^ ^ ^ ^ o o ^ ^ ^ 0 0 0 0 0 o O o o Q `m e U U U U U U U U U o 0 0 0 o c7 C7 a a (7 a 0 C7 CD d U U V w x w w w w w w w w ILLj j j Z) w Z) Z) Lu ::) Z) Z) W w w (� DID 0 0 0 0 0 0 -� a a m -� -n ¢ a U) a a a a) 0 0 Q co 0 v v v v 't v v c� rn N �o co rn N <o m a co �•r n n n n n n n n n ' �,� a ^ W N > > > > > > > > > o 0 0 0 0 o o 0 0 0 o a o o no 0 0 0 0 0 o Y z z z z z (7 C7 a z z C7 C7 LL C7 (7 C7 a U U O O O O O O O O O D D D D > > w Z) Z) Z) > > w > > > w w w �, z z z z z z z z z a a 6 Q m a l a a cn 0 0 z 0 n n n n n n n m �, o_ o_ o_ to o_ o_ o_ v v n N v v m > O O N N N N N N N O O O N N � N O O m U ` 0 0 0 0 O O O O O N O C) 0 O O C') O m O to o m N N N N r C) tp N a .0 N N N N N N N N N N N N r m 0 in T p U O` W a U m C (O�l m Y O N t m m � YU 0- YU o , y Cd 0 mo ® p a a a m m R m y 0) NN c cm m n r m a m m m m R a A a o a ¢ ) > ! m z Z Col It m gg '�pp a LL ¢ o `�C7 , a a 7 Q- M 1 j 3 'a4 "a4 Y a ' N R 4 m �, m 3 ti N o o0 t(o - o N m (!J > > > N L a1 R m = d m m N 4 m m d d d a o �i > > m � a"i z m > o N o C7 m c a) O C7 C3 - d m = D m `�i _ m c m d d a a LL a o w m m ai ti) a` I m o a '0- w m E a S2 ° t c L m m m m a a a m m m L m u 7 U o c7 to w w s m o n m w w w w w w m a a a a a a m m O a[' QrrmOOa rOO rOO rOO rOO OO OO OO NOO a OO OO OOO ' OO OO OO 000 000 000 OOO a O OO O OO OO O •aOOO OOS ON N V O O N OO •, O ' O O Ld E cl) 0 0> _ _ _ _ _ _ _ N N 0 75 2 ELm m m m m m m m m m m m m m m m m m m m m m m m _ 'm m co O O O O O O O O O O O O O O O O O O O O O O O 0 O O 01010 O m,m ma 0 1 0 l 0 0 C a a a a a a a a a a a aO a0 aO O aO aO mlmm m n o ¢ I LL 8 __ ____________ ___ __________ __________ ---__________________ U o ---------- ----- ---- -- ---- --- ------ --- - ---------- --- -------- -------- 0 N Z ICUo _ _ W ----------I � L a Q ------------- ------------ --- ---------- ---- --------- ------------- -------- 0 W m y -0 3 F a m- - --q-�-� -- ------------ --- -------- ----_I----- --- --- ---- --w- 3 - a 'c ¢ a N �p -G--- ---- -3- LL ¢�_q ___ ____1__ S ____? _ o$ _ O1 U E 3 LL U C C7 N W LL `3 ___T _T____ ¢ W i7 - jp m o a-E-E-E-� °-- a-D-�----�--- ---- --0 --p-t'--- M__ 'Xi g 32 N E 3 3 3 3 3 3 3 0. C b y t 3 _ _ _ � _ _ � rn m — c •- a � E � m � � y _ _ ___ ________ p .55 S Z m -W d --E 0 y;--N--____-__ __ ---- II � Fu� cc P N m �o m ! N - — _ ----------------- --a-a-a--- r-- 0 m W N' D Z ----------------- ------------ ---j---------- ---------- --- ------------ -------- C J W a ----------------- -- --------- --- ---------- ---------- --- --- n a mom - ------------ --- ---------- ---------- --- ------------ -------- m --------------- ------------ - --- ------------ -------- m c z a c rcu Z > d � W � J Y Q LLJ 0 0 0 0 o N N N 0 aD a0 Q c U U U U U U U U C7 C7 C7 a o_ C7 a d > m m ZoZ m m V u`� LL w w w w wiw w w ❑ ❑ ❑ w ❑ w w 0 U U U z a w w ¢ wiwl � U ❑ ❑ ❑ ❑ ❑�❑ ❑ ❑ Q ¢ ¢ rr, U ¢ m z O O O LL LL LL N N N N N N N N v v v .c c0 m in N �n �n o N r a N a O N N N N N N N O N O N O O Cl) r � r r wm o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 Li U U U o U U o U U 0 c7 U c7 c7 a U c7 U U U U U U Y w w w w w w w w ❑ ❑ ❑ ❑ ❑ D w > > w w w w w w ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a ¢ ¢ ' a ¢ a N ¢ a a ❑'❑ ❑ ❑ ❑I❑ m O M M co 01 co (7 M O N O Q N tD V �n N C 7 u] sA m N f0 M O _ w a` U c m w J iF ❑ m H a m `m co Q EO a. d N V m 3 n m m c c c iA m y o� q m c c �n 4 Q cO a g E m t x in c 9 u ii_ O a 0 3 _� Q r �i m N LL m J u u rn c m ' U m m O m m 0 o �ry d m 3 n Q m m m m m m m m g o m m o M) y U ❑ C7 N w LL 0 m a w ¢ m w m 0- 03 U U) ffi 3 -o v a 'o a a v a _ < E c � r r _ = 0 d E E � E E E E E E E E E E E E E E o N U) 3 3 3 3 3 3 3 3 3 3 3 3 > > > > > > > > > > _ a a a ¢ a a Q a a a a a a N U m N co o� N U) m m U) UV) ca a) O O O O O N a O O O O O O mM O 0OON ON .m. E ' ' _ N • M N m NM MMV & Vm m m m m m m m m m m N 7 : a N LL a O O OO O O O O O O O OOO O OO 0 010 O OOIOOO O O O O O'O O O O O O O O O O O O1m m m m m m O O O OO ❑ y ❑m C U U U U U ? m (n LL ❑ Q ---------- -- -------- ------- - Y O N MC5 o ---------- -- ----- -- ------------ ---------- -------------- ------ ----- --- �e N"m Z ^�^\\U W a a L Q -------- ---- -------- ---------- --- -- ------ ----- ---- 0 -- ----- --- -------- --------- --- ---- --W-E-w---- Y Lu �p O! C ___ ________ __ �t _m __C_W_�V _C ___ ____ li J Q y � W Q � �C a______ N Q O J co • m .. 8 pi C W a J W C i� C Y' W. W O W T H d • E s m W W C7 C a W e > > > > 7 7 W Vi C W w W W m_ --? __ __a�___fA-W-W-LI-M-W __L O-? -u > > W m W W > - - c O W W W W W - d - E=�E�c c Y-- -- - - - ' 6 --- --- - _ • a a ___ - - _ C e E a a E E a s o+ y �Ww9i ` 3 cc m ll to co W W_ W ' ____O___a Fo¢ L�II ew__ ` o O - a �"_�' W - W LL - n Q -_ N O m d W ---------- --- -------- ------------ --- ------ - ------ ----- r Z __________ ___ ________ ____________ ___ ______ _ r_ ______ _____ ____ Y {c W_ � Q`MNl C O W __________ ___ ________ ____________ ___ ______ __________ _ ___ V V __________ ___ ________ ____________ ___ ______ ____________ _ ______ W C 4. cyZ dc —c W L 6 " O W L r n m n r Y a m m m m m m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o Q W e m m > > > > > > m ¢ LU LU m m m m m m > > a a V L++ LL w w 0 0 0 w a W W w w w w wlw w w � U w w z Z Z z Z Z Z z Z LL 0 LL w w w w w z z LL LL Z Z Cl) (n O (D CD N i(1 u� C N O O m m C O O O O O O N N N N N N xx L a Y n r r r r n n r n r r n ^ m OOa r r O r r r- n n n r ar OU O O O O OO O O W U0u0 0 0 0 a ui LLJ W LU OIO w w w w w w U U 0 0 cn W n U cn U 12 0 Z Z 0 0 p p p 0 O O ^ XY LU co > IM O O O O O O 0 0 0 O O O O 0 0 0 0 0 0 O O O O h Q m m 0 T p U O = 'c w a` U E a S E w E`p `o m c m x H p w m d N ar ar °y ° U (R7 c R v mW c m wcc+ E p y w - rn a wom- a Umm Z Zm0m 0m N LLI U en Co a U = w 3 cc ON C LCQ OW 0 ca U C O a O O ca W m 0 p O Io� DC p ¢(vco3D EO LL Q n Fn C C C NN C C C C C C C C C C C C C C O O 0 E E E E = E I E E E E E E E E E E E E E ti y a (0 a T > > O > > C > > > 3 3 p O > > > > J 7 p Q • q (n W U) Q W cn (n lLL co (n to W (n cn W fn W fn (n (n W cn Q Q co m O • O • O 0 0 O O O N 0 0 0 0 O p • O •�+ O_ V 00 • 0 O • O O O N N O 0 0 O N V m m O O m 0C co ch v �n o 0 0 o m n w m m m m w rn a N a) a m Y a O O O 0 • O O O C) 'O O O O O p p O O O O p O O O p p O O O O O • O O O O O O O O S O O O O O ' O O O O y m O O • 0 x O O O 0 0 . O O 0 0 O O 0 0 O O O O '� U U U U U �• U U U U U U U U U U U U U U • U U p p .ca ;; c m n li 0 Q ------- - -------------- --- --- LL ________ ___ ___ ________ ________ _____ 0 -------- --- -- -------- -------- ---- --- --- ------------ ---- - N Z -------- --- - - -------- -------- ----- -- --- --- ------------ ---- --- ------ C d H L ---- --- --- -------w -------- --------+v --- --- ------------ -- ---- ---- a . o --- --- ^----- A---- t ------------- � --- --- -- p •. � o � N� 2 W 3 O > LL J c ________ ___ ____N_M j__ID_ _� __Q_J___ ____ __ __�_____�_#___�___� Z-yj Q > Q m O O > > q > > aasa ■ �y a 0. s LL 2 --_ - -- ■ _ y ¢ ■ --�=-- — --� --- a ■ p o> d> o O $a `a ---------------- In $ O c a Al ________ ________ _____ __$ � O , az, ■ o z ----- - - ® -------- -------- ----- ---- --- - -- ■-■ ---- --- ------0 m ° -�- � W$_ -------- --- --- -------- -------- ----- a � ------------ 8 n N� W L Z -------- --- --- -------- -------- ----- -------- --- ------------ ---- --- ------ J a -------- --- --` ----------------- ----- -------- --- ------------ ---- --- ------ a Q C C m ----------- -- ------ ------- - ---- (� V } ---- -------- --- ------------ ---- --- - -------- -- --- ----- ----- -------- ------- ---- --- ------ y C C y Z > yi m a Y - N o 0 0 o C90 o o 0 0 0 o O o 0 0 0 0 0 om o mo mo Q > F- > Z m CC m m m m m > > > > C7 > > m m m m V w " UZ LLJ (N") LL LL LL O O LL UO O LL z z z z z z N -e M m m fl) N O ID OLL N N N N (7 C N N N L m m n n n n r- n n m m m m w Z m m O O O O O O O O O O O O O O 0 m y w O U U U c w w w w m m m O O O O j 0 0 m Lu ¢ m m z O O O LL LL LL LL LL LL LL z z z Z ¢ Z z u- LL LL m u1 O O O O O O O O O O O O O O N O O in O 0 ,0 ¢ ° m m m p >. m U O m w a` U E Q. Cc w w J ° w ❑ m CLO w > a " o tm d E d = o m f m Y m m ° ❑ a a 9DE n rn n n p 9 U>0an anc`>0� R> dti> U> t> U>l >, > J c ❑ >nm m> >m m> m Z� U oZ 0p T w16 a m Y LZ ¢ ? ° ❑ ~ > N U tn3 O ¢ Q w o O ❑ ULU > N ¢o0 _E w a 0 0 0 0 0 0 0 o o m 0 0 0 0 0 0 0 > n a a a 0. aa a 0 0' 0- v n a >. N O p O , O O O O O N O O N O O . • O • O • O • �O • O , O N E L+ O • O t0 O c O C O O O • O p� O N N O O O �j M m CN') • M • V O V 7 V V • V i(J cC1D ' (VO • O O O . OOD • Obi Oni R76 .m. a a O ' O O O O O O O O O O O O O • O O O O O O O O O ❑ L ❑ Q O O O O O O O O O O O O 0 0 0 O O O O O O O O O O O O O n LL ❑ Q --------------- ---------- ------------------------ - - ----- --- -- - - - -- ---------- --- ---- - --— ------ -------- -- --- ' �o� --LL- NN -------------- ------ --- --------- --- - - ---------------- -- -- --o---- ---- I cu d To ° 3 > w c e m WI Lr d d -- 'ff H------- ------ --- --�--- --- ---- -- -�-a -� w-m---_`= 0 __� LLJ Q W O-� --fD-Y - ---- o d y 0 0 ° J ¢ d N d d ___ _LL Y ` _�____Ipk_ __ .� i1__ __d Im y ~ G Q K N F G_ LL O- ______ _ ___ ___ _ C m d E °G __ -____C_Q m J N d �! E •Y. y > IL LL LL d LL - d d d d d d • C _�_ d �p b N - a C. d S S S _ - -- - --W -- --y • d W cn LL a �7 LL ® ti LL -------------_ .-____dd __r, __ _ __ __� -- �_______-_ - _-_ 7 w I - m d LL T ----------- - -- _ __ _____ _ _ _ __ _ ----------- ---- - -- ------ -- -- - ------------ -- ----- -- --- ---- d - - oa=a.Yiw�a ° LL LL �II�Dlrlll� y _____________________ ___ __________ ___ ____ ________________ __________ ___ ____ Q N 0 co N n N W _____________________ _ d ______ ___ ___ m C J LU--------------------- --- ---------- ------------------------- ------ Q --- --- ---- O.Q tom ---------- -- -------------- ---- ---------------- ------ --- --- ---- C1 V >- Cp Q ------`----- -------- --- --------------------—-—-- -------- ---—- --- --- --— C y Z o W ` � « p UJ m m m m m m m m m m m m !2 d 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 o Q LZ Q Q ¢ ¢ ¢ ¢ U ~ w m m z m m } } } Q} } } z m Cc LL C V 2 0 ❑ Lwl LL Q LL LL = LL Q Q L V O O N N O O I N O O N C Z. C m m m m m m m m m m m m m m Lum o 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 o 0 0 o w y m m m m m m a a 0 0 m C) > z m ¢ m m m m m 0 0 Q Y w LL w w w w w w Q z w Q z ¢ w Q w w w w w z Q w 0 LL w w w w (n (n Z Z w Q Z N LL 11 w w w 1 w Z Z O m m CD CD m O V O m T CA N m N CA V N CT m O O m N C'1 lC > m U ? O O O O O O i.11 N O Ln ^ N COO N R cOD O M m m w U E 5 _a cr n w d LL m J O CO W > N m u C C ~ W Ir 2 j 5 N LLJ LL O m mc o a Q m oLLn� cn mo 00 oL= -s R U) T �� Z Z 7 m 2 m rv� co Cd NR0 >N Lrtd Qp No po� LLd p)Vm UEnd ¢ m OiN m c N aQ > o c.2 o w m =Q 3 a u $ o 0pp 0oO 0om0 0 0 0 o — (Cuj 0 q a. Q Q 4 Q Q Q ll ll li li LL LT li LL LL ll ll LL LL Q LLL lL 0 CD T O O O O O O O N O O V • O 0 0 0 N O O O O E O N 'Q m m N C O O 1 O_ �• (O� O m N O O : O O O O O Y O m Omi Omi W Omi Omi N N C'? C7 M N . C+j T T t7 « CL c� a v v v v a v v in m 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 o L [] p OO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 t' t7 0 Q t] W LLw • w w w w w w w w w w w w W LL w c A j cn LL 0 LY Mortenson • construction M A Mortenson Company 14719 N E 29th Place Bellevue,WA 98007 main 425 895 9000 fax 425 376 0300 August 10, 2007 vvww mortenson com Mr. Brad Tong Shiels Obletz Johnson, Inc. 700 Fifth Avenue, Suite 2475 Seattle, WA 98104 Dear Brad: Enclosed please find our Maximum Allowable Construction Cost (MACC) Estimate for the Kent Events Center. Specifically included in this package are the Subcontracting Plan, an Estimate Summary, the Estimate Detail, the Project Schedule, the Estimate Narrative, and the Contract Drawings and Specifications We have specifically listed the allowances and value alternative assumptions utilized to reach this agreement within the estimate Narrative. This basis will provide us a starting point to move forward with construction and the completion of design. We appreciate your effort and cooperation related to achieving the MACC. Should you have any questions, please contact me at 425-895-9000. S' irn Yowan Vice President Enclosure • g m C �.= Eo °� smmmm � N 0 > E m w E w ° N m m fi m m F q -' `m W Q x v E E E E E E E E E E E E E E E E E E E E E E_ s 9 E C°m N �j a C 6✓a'.«O« N«O�..� .:. m u«i ✓i N 0 m y �^M m a m m m H m o_m y W W w w w W W W w W w w w W In w W W W W W w W o C � m o _ /�\ w_ O U ��'UsUUUUUUU 00 UU U U U UUUUUUUU O O VI °Lo�Uy �UODUUUUUUUUU UUUUC UUUUUUUU � '° a a¢aa rnN n m ¢v N i E$�2Es 0 m m mm mmmmmmmmm m mm � m � � a �W w �a� —'W � SsWmA E E E E E E E E_ E w wawwwwwwwwwwwgQQQ�°iQ¢ww� O N o r Oi n C"1�O� uu11 A m N 0 n CO'1N PCr1NOnn�O t��CIq�N�yNruNi�mi�Nm M �O 0 (y� N N 0 �y ^ Np�- m � yrm«ppyNpNNI'l�M«Ntmtyy<N«N�y�{y m h Ip O O N N lm'ln m Y hHHNH�HfHWHHH H� 19 H f9 19 HN H � � N ry�OH H�M H OH dim N H H H OH K HO W H W M�H N � O U O U (zj Y N fZA W U n U' � h a F U F m ZZ 9 H Z U z pp p pCONO n pp Op pp p ❑ O O Z J(J, OH �q y N KHMmn OHNmamw OH��HHHH�49M NOHH H W Z W Q 2¢ m O W W W Ori N N N N m 1- 0- ❑ Z Z W H H w H H n o U U Z W � W ¢ U O p � J W W ¢ LLLL a ¢ a w n NOHmmomnmm�Nrrm off OHo�����°�m� ¢ O W ww rHNNrNmNNmph � m VCI q f° E Q UlN NH HHmHH`�Hinw � w H �g m � � w N Q CI LL i U W 1^ �[mO Y m O m N y_OO P iD N N 9�N Vml m u1 N A m n b Wi9«�.-mH f9�NN H19H�NN�.-Hm HN HH N '�i H H HHm'HH H n N w w off »o»mm0000N`r°v�aw�oww�eoswaww n n`m of m°'O1nlw o w n � ' O1H H��Hwin win i� Li yEF c O 000popoop000000000000poo O O m O O O O p O N N m O O N O O m O O m O q i a m o o n !/ 'o `r°�oem o "',00 NN°i�o< v N oo mH c� n w Nr mp Nm pony.14 o g a N HHm�N PM H PM H1 VY �-N�PC]��NH 19 NH N t2 Z VW tr� i � mrJ xz��z�aF a a>3 C O wpm In.-zzQ�mm \�o¢a z 0 m y a a� m d y ¢ z a u�zOlnw ¢ F-m>1-zz > ¢❑ a Z y � o � � u ca�y¢oo¢ic�LLn6��c�'Ownoya"jOQi W O �F¢ 6 Q_Y_Z Fl9JZ W2y O � O 2 W 6 U w-W J U¢W O¢O Z Z J Z❑Q O U 0 U U' w 'c W 3 ¢ w F w t°NO O Oz 4 F L y P� W ❑ N � W J W zQ V r/�ii❑nUQUC7 W�E�E¢UQ❑ � W YFL-Y � n z KENT EVENTS CENTER orms'"The City of Kent Mortenson Kent,Washington construction • Maximum Allowable Construction Cost(MACC) Estimate Estimate Date- 264UIy-2007 TotalUniFormat System Level 1 . Cost GSF • SUBSTRUCTURE $ 5,205,811 $ 3372 SHELL 15,595,728 $ 10101 INTERIORS 4,834,602 $ 3131 SERVICES 12,652,277 $ 8194 EQUIPMENT&FURNISHINGS 1,323,564 $ 857 SPECIAL CONSTRUCTION&DEMOLITION 1,502,000 $ 973 SITEWORK 4,086,367 $ 2647 a REIMBURSABLE GENERALREGUIREMENTS 1,766,171 $ 1144 PERMITS,LEED ALLOWANCE $ - Subtotal Direct Construction Cost $ 46,966,520 $ 30419 Cost Escalation(see spreadsheet for workup) $442 189 $ 286 Subtotal $ 47,408,709 140 _ Sub bonds(see spreadsheet for workup) $272 037 $ 176 Subtotal $ 47,680,746 MEP Contingency } $1,732,503 Interiors Contingency $203,325 Estimating Contingency $999 971 $ 648 A/E Maximum Allowable Construction Cost(A/E MACC) $ 50,616,544 $ 32783 GC/CM Construction Contingency 5 000% $ 2,434,036 $ 1576 " GC/CM Maximum Allowable Construction Cost(MACC) $ 53,050,580 $ 34359 Preconstruction Services Fee $ 250,000 $ 1 62 Specified General Conditions Lump Sum $ 2,295,151 $ 1486 Spec General Conditions(MACC>$38M)bondalInsur 2 410% 362,719 $ 235 Spec General Conditions(MACC>$38M)people 0 000 r 171,968 $ 1.11 GC/CM Construction Fee 5 300 r $ 2,811 681 $ 1821 Total Guaranteed Construction Cost Estimate(GCC) $ 58,942,099 $ 381.75 Gross Bldg Square Footage 154,400 gsf 4 11�0[tlON' Gross Bldg Enclosure Area 74,325 Vsf Fixed Seat Count 6,025 seats Notes• 'GCCM Constivctlon Estlmete Only(Design/Soft Coats,Pemdb,Testing and Inspection And FF&E are by others) WSST is excluded Esumate No 07-05E-033 Paget oft KENT EVENTS CENTER ���•• The City of Kent Mortenson construction Kent,Washington • Maximum Allowable Construction Cost(MACC)Estimate Estimate Date 26-July-2007 UniFormat System Level 2 PCt System Unit Cost Total Unit Cost Cost Oty System Cost GSF UNIFORMAT SYSTEM LVL 2 SUMMARY Al Foundations 111% 101,471 sf $ 51 30 , A2 Basement Construction 00% 0 of $ - $ - $ • B1 Superstructure 152% 107,073 sf $ 6646 $ 7,115,697 $ 4609 B2 Exterior Enclosure 8 0% 74,325 vat $ 5072 $ 3,770,000 $ 2442 B3 Roofing 35% 114,986 sf $ 1431 $ 1,645,048 $ 1065 B4 LongSpan 65% 60,842 of $ 5038 $ 3,064,983 $ 1985 C1 Intenor Construction 73% 154,400 gsf $ 2215 $ 3,419,726 $ 2215 C2 Stairs 1 3% 193 nser $ 3,09863 $ 598,036 $ 387 C3 Interior Finishes 1711 154,400 gsf $ 529 $ 816,840 $ 529 D1 Conveying 03% 4stop $ 34,750 $ 139,000 $ 090 D2 Plumbing 4 5% 154,400 gsf $ 1360 $ 2,100,000 $ 1360 D3 HVAC 88% 154,400 gsf $ 2688 $ 4,150,000 $ 2688 D4 Fire Protection 1 3% 154,400 gsf $ 403 $ 622,715 $ 403 D5 Electrical 12 0% 154,400 gsf $ 3653 $ 5,640,562 $ 3653 El Equipment 071). 154,400 gsf $ 205 $ 317,101 $ 205 E2 Furnishings 21% 154,400 gal $ 652 $ 1,006,463 $ 652 • F1 Special Construction 32% 154,400 gal $ 973 $ 1,502,000 $ 973 F2 Selective Building Demolition 0 0% 0 sf $ $ - $ G1 Site Preparation 3 5% 539,631 at $ 304 $ 1,639,942 $ 1062 G2 Site Improvements 32% 539,631 sf $ 277 $ 1,493,626 $ 967 G3 Site Civil/Mechanical Utilities 0 8% 539,631 sf $ 068 $ 368,457 $ 239 G4 Site Electrical Utilities 121% 539,631 sf $ 1 08 $ 584,342 $ 378 z1 Reimbursable Gent Reqmnts 3 8% 154,400 gsf $ 1144 $ 1,766,171 $ 1144 z2 Building Permits 0 0% 154 400 gsf $ - $ . $ Z3 LEED Allowance 0 0% 154 400 gsf $ - $ - $ - Subtotal Direct Construction Cost 100051. $ 46,966,520 $ 30419 Gross Budding Square Footage 154,400 gsf Bldg Enclosure Area 74,325 vs! Total Site Ares 641,102 sf Building Footprint Aral 101,471 of Net Site Area 539,631 of Fixed Seat Count 6,025 seats • Estimate No 07-05E-033 Page 2 of ------------ ---------- -- ------------ -- LL ____ ______________ ______________ MC5 --- -- ---V -- Y P c -- ----- -------------------------------- �'� Z ---- L a c y �' �o _ -------`----- N ----- -- a ----------------------- ^,o p d LL O' W O m y d W CL E L L -C M C Q __ _WJ_W ----m -- q� _ _______ ________q_ -______, 0 a�Q Jr SS QO E ___________ — Y-R ILL t-------T�______' S U _ c J lL tL IL Q C j _ __ _ __a a �' -�- -n-------10 m-m LL -_ - LL-LL LL LL- - - - U c ____ _______ S u --�-- R ILL � O d, Q LL C O ch d H N • O e N --LL -- -- ---- ----1-d_ -~ LL- - -- t -d - - --------------- _� LL «> > -y 3 d - - iO iO g� d U yy W r a W -- -- - ---- --4-� ---- -a d-E�-- -;-W-��--A 3 s O 3 VQQ Y tni� _----_______ E t _ a W a s O r a E � c a Z --- --O ---- --- - ------------ Na a d-----�1in" �•n.. 5=~aLL�¢tlw� G�a • II��1 --- a a to ___ __ ____ _ ____ _____ d O d d N -- _______________ _____ __--i' �-L.-r_____ �___________ N Q to N N in O N� W ________ ________ __ _ L Z T J C W com ------------ -------- ----- --------------- ------------------------------- C) C) W cc ------------ -------- ----- ------------ -- ----- -------------------------------- O N Z dc — Q W 0 d � � 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0D0 0 0 0 0 0 0 0 0 0 0 o Y Q a LZc m c� ¢ > LL z > > m > r z z z z z c7 c� c� a z C1 LL w ❑ a ¢ a a s Ct a s LL a s a ¢ ❑ a'� a ¢ a a o a No o o V (D N m [p V f� V 7 N N co � m O O 1� C N N N O O N O O O m m �• Y r n w y m co w m ao m a l a R O O O O p O p p O O O O O O O O r O O O O O O ^ O O O W N U 0 > > m Cc Qp m m W Q Cc m Im > > of C7 C7 C7 C7 C7 a > Y w D 0 0 W ¢ W W ¢ ¢ a a ¢ O O > > > U > > w o U U ❑ ¢ z z LL 2 LL LL § 2 �_ m 2 z z a ¢ ¢ O a ¢ rn z O O Z' O ^ O O O N N N O O S O M M ^ m N 0 0 O N [( O O O O O O O O O �f1 l0 O O O O O O O C1 l0 p p O T N O y Q m N R T � U O w 0- U x c c E U 0) a U) a C — � C C C y W cL p N R m IT l d 9 d F m — m o LL O y ' LL LL LL d d d d N p�j y m N h lR-L Y y V LJ `m d W O U a m O m a"i (7 `� '� g rn ❑ m E m `� w �°-, r a Ml E E E a r c m Z Z C7co U 3 LL J C' C R U) L c ro co ss d d d R ro R ro R ¢ a ❑ I- W 3 1,5 CC d m w 2 ❑ H ❑ (n w W LU cn ¢ r ❑ W S YO O urol L Cra Lul y R U C O N p 0 W O O R O> > O d ❑ R > N c O CC CL a ❑ U J W J U Q ❑ W m Y U $ C d N 0- -3 y N N N N N N N N N N N N N N N a ❑ ❑ ❑ ❑ o ❑ ❑ e p ❑ ❑ p ❑ ❑ ❑ a'a a'aiCL a a a a a Ct 0 L d 3 a 3 3 a d d d d m d N d d N d ro R R ro R ro R R -2 R R R R R R R r r v r v c r t v t LL LL LL LL LL LL LL LL LL LL LL LL LL LL • LL LL N 61 m m U UJ N N (n N m R I N NVON N _NO N co O O O O N O N E G . O O O O • ('� • f� f� 00 W fA OD W • W O� • O O O O O T N ' r. R m IL InR❑ 0 O O O O o o O ❑ t ❑ O O O O O O O O O O O O O O O 1 0 O O O O O S O O O O O O O O O • O O O • 0 0 0 0 0 0 O O 0 0 O O O S O O O O O R C • W W W W W W W W W W W W W W • W W �f,,0 C > (n LL 0 CC ------ ---------------------- ------------ --- ------- - - --------- LL ®C5 o N OR Z C_ C N --------------- 8 U. 3 LL sz g r r y N --- ---- ---------------�---` --5-� n --------- E --�-a a -LL ------ "a jJaNm ?. JN cc E -m a ___ - l � s -------S- i-Ww3 3 - - G w c _C. m 0 LU C --dl- - -S -Z --m-----$-1 --z-LL ti LL --3-a -c-'i- c m m r co a m e w m r . a of m a o ( U A N Z Z y m to 10 : U m E m z m C% - 3 ppm ppm a _ F a ° a a _ y- n `a N -- -m-m-- -S-S-" a --a-�`fgrA -- -----4-1 ---------- --6-C ---N- a. L ,r- -- LL, iI ¢ o w F r E aEi a , sN m c_ C7----z�- f-�a-r tn___F __ ______ __� __________ __«_«_v-'-_q_n_ ID �I °i a v o. c LL C C N C_ a a a n _ _ IL CL G a d 'm-" y d C. a C, O. d Z _ N�_z o.m.f - +m� - - -y_____■ a N-o • f U Uc u LL v 0-_ A3�--- d _ y______ ________ __a__ _ _y__amm V) ----- H O a ggw�r��dy'rgz_ HLLh I1��1 I U _-_________� --------------------------- ____________ __________ __ _ �_--- __a N (a r lA N O $� m w m Z - - ------------_ U) C J -—-------------—------------ ----—------ ------------ ---------- -------------- w a y as _ I ---- c m -- ------ -----------t-------- ------------ ------------ ---------- -------- C) co c m o = w t J > s r r r r r r r r r r r m r r r r r r m m m m m m m m Y a _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o m o 0 0 0 0 0 o m m m o 0 o Q m c > C'3 a > > > > > (7 F- r > > > C7 ¢ ¢ 0 ¢ C7 C7 (7 V w LL O U U D w 0 0 0 0 0 !c U U U O D O O Z) a a a a z 0 O ¢ m O Z Z z z z ¢ O O O z -, z z ¢ ¢ ¢ ¢ ¢ m 1 N r C m C O N N N O N O O O O N N N O O N N O N O G 'r r m O o O O O O O O O O O O O O O m O O O O O O m m m O O O fn ~ ~ (7 0 F H > > >�> C.7 H F- > � > C7 CC CL CC Q O O O (7 0 C7 Y U U U D Z) U U O O O O U U U O O a a a a j j j CD 0D �, 0 0 O ¢ ¢ O O z z z z ¢ 0 0 z z ,¢ ¢ ¢ ¢ ¢ -� -, ,� ¢ ¢ ¢ r m r W r r N r N_ lfl r m I� M V m W M m m N tQ > O 0 0 0 m U ¢ O O T m m T m U � O - �, 0 o a O = N N Q E 1 3 E W J O r o S T m 31w T m > > 3 w m M N a`l ; m 3 a E c in o v, E m E m ap `pti cmi cmi cmi -p U m o, N N W T Q O m m X N t: t > L N m CCL C > CA N m N $ S¢ut a o E ' I c 6 E g g m m e c I c m C7 ¢ ¢ y Z �_ 16 ' " r E r m o w cc m m m LL m a a m m o v RRc m m m E m ¢ ¢ o ¢ m n n c o o ro r m r r N m J m p m a U) F- o. a U a w y > a a U o U n o 0 o v m - E E m E c m d cla ' ' C7 m d � ' m S� 2�¢ LL o �,' m al a'l m m H m o a w w LL m U U U ¢ ¢ ¢ Z) S C z U O o_ w F- f- U) a (o H ¢ F U ¢ 1 W ¢_ r u o N o � N - m m d m - d m m d m m d c c E c c c c c c c c - 0 y Cl- d O_ a d a a a` o_ a a` a a a` a a a L1 lL ll ll LL ll li ll ll LL ll LL. LL O H r r r ti r r r r r t c r r c U)U) N � U co U) U) U) Cn cm (AN U) V) U) 0 N w w N to w N 0 w AQN N O O O O O O O M VtOo TO ^ OT OO O' O O^ TOi O O O O O N O O O O 00 ONNN0VT'IT U E > � i( N C.) v ^ O V V C 11 ma O1O O 6 O O O C 9 0 6 0 0 O O O OOO O OO O O O O O O O O O 0 O O O O O S O O N C C m O ---------- ------------------------ ------------------------ - -------------- Im LL 8 __ _____ _________________________ ________________ _ - /''O YC N� �j� ---------- ------------------------- ---------------- - mi N H z 0 ---------- ------------t------------ ---------------p------------ --- ----- - - - C CO C C G yk NO p N d IV N C I'd Q ' F_ _ - -�-N W -e'---- � -N-' -------0-8- f14- N_IN N_c N d U 60. N N Ol C_ N N y N d a y a d fV m a m 6 7 --C __ --L-W-= A` -.._____"' Ol C __�` _Of_y_L_4_�_O'_y_�__0__a m a R F C N c N U C C 1 1 i0 W R N U M U W 6 N of (1 1a6 p� �t 7 W - ,� "y O U U R U r m 8' w d 1 N O i �1 > O) O U LL LL O U. LL > rn w u o+ LL rn 3 K LL o+ E d `c_ a --cILL am-ti-- --¢- L L r --- m-�- -� --i k LL -W E d -a LL -E-d-m- a LL -oOM-d- J Ul fn YI N L E d 0) O W E C C O d �y D U. W 2 m O. m y - L L p1 O d C N m LL _ Q ' d y y lL lL C C C I.I. m LL a i ' ' > d D > C N lL lL N Vl i > J LL ' ; J _ C E_ d d f0 1 J > >_? J__> J--- J--LL-�y----d --Z-i'------ ____ J--�•_O ___'-j--J J r t C w. �' �' CC-I C d C d > LL d F N (A J C N > __ J C C C 0 219 d2 y d N > d > > > W W {W�pp W --N-� -- ----------- ---- -�->-W J- d d d-}-�-W- -�� -y>j-W-tlY -W--- p--- S N c > W c > > > W > W W W d d R y cy d L > W W C > W W W R d d W d C C C- C _ W yi#y- O c q e d W d m i-� - - �- j -�--_- ---------------- s8 �a _ -------- ----------- ----�-- - --- ------------------------------------------ ------------ --- - N ---- ---------- ----------- ------------ ---------------------------------------------- n Q N O 81I' T w __ (D _z U) C J ---------- ------------ ------------ ---------------- ----------------- Q `y a Q y O m ----- - ------ ----- - ---------------------- -------- ------------ ------------ ------------------- ------------------------- H C a O GC1 C Z O W > L m m m m m m m m n n n n n n n n n n n n n n n n n n n n n n n n Y a.W O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O Q Ll E o_ a. a H F I-- H I-- > > > U > > > > > > U > > > U U U U U U U U U C.)u, w w w U U U U U O o O w U O O O O O O w o 0 0 w w w w w w w w w Q <nlm U) o 0 0 0 0 z z z ❑ O z z z z z zlo z z z o 0 o ❑ o oIo 0 0 O O O O O O (O N O N (O N I O N M M O O N N >, t: Wd p '>n On On nO O U 7 C7 a ❑ > > w n n n n n nO nO nO w a ¢ 0 0 0 O1z z ❑ Olz z z z z z z z z z ❑ ❑ ❑ U ❑ o '❑ ❑nO o OOO U m mm N N m O N M m m m m nOUw wY InOF- T NO ON _ O O O O O m U O (7 N m m m m (7 C7 m m m m m N �O M m m C 07 m m Q O m _U � O - LL a` L) N 0 a ae as a a a a a a a a `m c c l c c c c c c c m a c c c m c c m m E o o o o N o l o r, o 0 o c d v o 0 o c m o 0 o c o N I N N N a a N N s N I N N N o a N N N N cp N IN N IV D7 Ol CI O) C c (p C t/1 y y • N C N 4, y N N y y ' C C C C C O O a D_ O. O a' n p_ R a 0_ y a a a a U UUM U U U R o- U U U itl 2 d U) m N r m m m m h o rn rn m o o m o o rn U ° o rn o > O. LL a C r C 2 2 W W ll W 11 w LL LL W lL LL LL ll w LL w Li. In E"c_'� E cm., `c_ a LL, c E cmi `c_ o. LL E u `c a d R a c E h p > > I c c c O ' m c O R m LL c R ' m c LL o R L W U O_ a a a l a w LL LL m LL LL d m 6, m LL U2 ELm (A m LL o- m O O O a J U) H n. a LL o_ U S S S S 5 S 5 S S 5 5 5 5 5 5 5 5 S 5 S S 5 S S _ a n C C C mC C C' C C C C C C C mCm C C C C C mC C C C C C O N O C7 N S2 LUl 0 N N S2 N > > > > >' > > ' > > > > > S > > > > > m > > > > D N c c c c c ' c c c w w w w w w W w w w w w w w w w w w w w w w w w a E LL LL LL E LIE Z 1 R R R R R R t� R R R R R R R R ' R R R R R R R R R O 'm-' C C C C C C C C C C C C C C C C C C C C C C C T r � � m `1 d d d m m d d d d m m d l d d d 1 d d d d m m I m U1 c, U) m n m v �_ a` a a a a s a` a s a` a` a s a` a� 0 70 0 = o 0 0 0 o o co O �n co I, m o (� n rn co n t0 N C iA '11 O N m N (h N (h N N C� N M N N t7 y E > O o (o(ff� C� C� c� r, c� cvi a, c� c� co r> r, c� co co i+> c� �, m o, m co t� o, cgi chi (: • r ^ • 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 N R ❑ R d G p O_ 11 O O O O O O O O O O O O O O O O O O O O O_ O O ❑ L ❑ OO S O O O O O O O ' O O O O O O O O O O O O O O O O O O O O O O O O y y « C V) w ❑ ¢ ________ ______________________ _ _ _ __ ______________ __ _________ _y _ CA S ________ __________________________________________ N O t f C p MC0W 5 ______ -____________ _ ___p N ____ ICU LL d d OO 'i C c d NCq c p N N yc Q --------------U rn w ? 3 rn N r Sri Li w N ° W �Y IL LL W N w m C w d C �O « N' « d C. M N A m W « r0 N (n W C E d r W _a WLLI - -a urn-----LL ��- ; �'�-c n LL E -f w c E _u o -� m �-"- - a --- m ' 0--W- LL p •' m G � ? j ¢ LL > = a _CC LL- '-J 1 J-J-C C J -3-J -LL--_' J J « r J J C J C C N > > > j W > W w > > A-------y-- x�_�___ 7--------- -- - - - - ' i-a'-� - __ --J• Q i > > J J LL _ _ > — > > J > �, C C C >>.1 _J c- c _ �_C y_ C d d ! d N _W- -W - J 16i ! Y �f i _>_J- C G_ d -Y__C C_d_y_ W d_>_ i -Y_>_>_W_HY �p--IS _C_C -t' i-__c LL W W d W C d C m d C c ! ! W i !WQ Wm W {p 1Wp W d C C I0 d c __« C d _m >_W_W ___> i j_ > W W wLLI c > Mi- W W m Lu C W a m 10 C C C c c dd ' p� m m C m El Z ________ __ _ .o �_________ — _C_—_-________ ___t------------- -- �____ oa ________ -------_____________________________________ __________r____________ ________ awNQw� -------- ------------------------------ Q n N r' 1 O N r W -------- ------------ ---------------------------------------------------- ------- p L J'Q«�!Qo.Lg ir+ SJ❑nW❑NE-d>O-I-SJnW❑OGNUcRm>D--SJ❑cWMam>- SJEMm>d SJnOEm> SJn�Em>O ?SJnMNEd>IhSJ'OMcm> l'I 3SJn�OEm>O SJEnO.yd>- 5JEnnmd> SJLOwm> SJMOn>d SJn❑NMm> SJOm> SJ�m>tII LLSJ'onNO>NdOa _SJv�NOOO`m>mmO_ f0T YC[mN 0 z -------- ------------ ----------- - m}aJaaW QyC• G - ----------------------------------- -- - +---- a Z Lu O OOOaOOncoh O O O O O O O O O O O O O O O O O O O C O O Wjs UU z z > > > U U U UU U UU U U UU U zU QQ QUQa a O O O w w W w W W W W W WWW W WWa W zQ W zzz ❑ ❑ O ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ N N N O 0 O ^ 0 O O O 00 0 0 0 0 0 C' O U U U U UUU UUU UUUU Z z z z z zLLI LLI LLI w w w ❑ z z ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 z NC.) M W O O O y _ N N N N N 8 O _www O O w w w w w w w ¢ 'm n � M M 0 c0 co C 'M C M M M NNO p UiO Wd U ft V 4C c cI O O OO O C C c C C C N N N O N N mN d -0 0 O O O O O p O 0 0 07 7L7 o OL 0 m CIS N N O m 0 O O O m m W U U L oCQLLk � 0 i ili 05 W m n t wi M mii C . w ag ra ¢ ma m or C m > c Cc u a ¢ > > w m m � n O O o V.< < Q « E E E E E E E ` ' E E E ' E E E E O N W W W W W W W W W W W W W W W W W WWiW W W W W W W W W W W W W W <7 ' N O wW Cvl m m m m m m m m m t6 m m m t6 m m m m m m m m m m m m m m m m m ' m m m C C C C C C C C C C C • C C C C C C C C C C C C C C C C C C C C C C C O T d d d m d d d m m d d m m d m m d m d d m d m m m d — a` a` a s a` < a a` a a` a` I a a a a a` < a a a` a` a s a` .' < a m ! �p .i' O) n OI O O O O O O O O N t0 0 0 N coaD t0 O N ml t0 y O N GD tO M p O m N N N N N N M M N C'1 et V M < N O N V E > p M M M m M M M M for ('� (7 M M c� _ N N N NM M M M M M M C V a ? � C y y y < LO O „d„ m .d. Y W N NIN NNIN N N N N N N N N N N N N N N N N N N N N N 'iN N NIN N N M m ❑ m O O O OO O O O O O O O O O O O O O O O O O O 0 0 0 0 0 O O O O O O ❑ L ❑ O O O OO O O O O O O O O O O O O O O O O O O 0 0 0 0 O O O O O O O N N N NN 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 N .m.. C m S (A LLL ❑ Q LL ___ R __ C �t _C_ 3 -----o-� ______ _____ ________ __________ - - Im N pC y 7 N O- f$� 7 y ---C - -J ~ C tll « E ______ - N - y O_O_-------- LL vt R 0 7 5 IE %-_ N __- 'S�!jY-� _-_-W«_-i-__-_-_1r_-_-_-__'______Vr_j __«d_O«-_____O_/_Cg• C OW _` C_~d------ ----- -- O > LOU _ W _ Y5- . G � V Rw CcRm >_ �AL- u a a w w E Y w u m a. > N-C C C C C_, C 5 C J fA 2 W > W _ « « J 0 y > > p J a > w' m -� 0 1 u L -- -' 0 m ---IP ® 1 m 5 Jw -----_ C � aci ---p--- -----------------� '------ to e > c �3X7 121 � I �- -------- -- - W ------ --- ---- C- ---- ------ ------- ------ W ____ ________ ____ _________ ____ --G-- ________ ---------- Q N L N W n' C O 8 N� W ------ ----- ------------------- - Doi Z ---------- W ------ ----- ---- ----- -------- U) a C) CL a 4) om - ------ ----- ----- ------- ---------- L) C.) } ----- -------------- ------ ----- -------- m c wz dc — o LL N CL 112 — O O O m 0] OD D7 0] CO m 07 OD m O W w co OD w co O O O O O O O O O O Om N ODlLL Q Q Q a a a ¢ a Q U U O W W WrL a Q a Q rG -� O Z Z 0 w <n 0 M M O N a M N N V 0 0 t0 O M M o7VO O N N O N N N N O O O N O 0 0 O O O N N>,L' N m m W O] O OD OD W p O OD W 00 p D7 W W 0D M O O mm m Q ¢ cc ¢ M Z > Z � > Z Z Z F- �" C7 a s w w w a a ala a D a D a s U U U D w w W LL LL a Q a a a U U U a <n m W m (O N N M V N N Ci (O m N W_ M M I� r n m R >N O N O O N N O N N O N N O m O O O N �11 ui O N Cl) M O to O O O p O DJ N O O m Q IN 0 p R T �n U w a` c) E cc m E H o ° Q m C R m m c t t > rn d E w c �IUd cN o U a im `a H U) 0 s L � in R in ¢ in 4 4 4 N ° 3 m $ 2 4 4 a ° Q ° m c w _ : R ° w m > w o m 3 d R ¢ S2 32 R R O d o v v c m N m 7n m m o a w` a w in LL w w w U U In F = S J W W a w U) w m c w w m r. O O p v ZZC7m 5 5 5 5 5 5 S 5 5 5 S S S S 57 S S 5 5 515 5 S S 5 5 �_ � Q o J J J J J J J J J J J J J J J J J J J J J J J J J J JLa C C C C C C C C C C C C C C C C C C C C C C C C C C C O N Gl 0) 0) N 0) R S > > > > > > > > > > > > > > > > > > > > > > > > > > W W 1 W W W W w W W Li W W w W w W Li w W w W W W • w w W W a E . R R t R R R R t0 R R R R R R R R R R R R R R R R R R R p III C C C C C C C C C C C C C C C C C C C C C C G C C C V! d 0) Ol d 0) 0) 0) d co a a` a` a a a a a a` a` a` a` a` a a a` a a` = a` a 4` a` a` a R cli yG>(� 7MoO OMd N0 OOO O 0_ 0_ 0 O_O OO O • O V 0 7 0R 0O 0 7 OC ON �n NO OiA IO� Oin O 'It pmC coi OO O N NOOOiA0 ON a) E mm N C\l C\l O Cl) CI) O — O O O AM M M 7 d o d d o d a o d d o O d d o d d O O O m N N N N N N NN IN N N N NN R C R C LL 0 lz -------- --- -------- - -- - -- --------------- - - -------- �+LL « -CCD O W Z _ e7 U w U LL U_ -E _ --- L = °C---¢--- ¢ °�---------------- ---------- --sJ------- ---"-- O---------- -3- mod------ --------- ---------------- > > - J J Q - �_W- W W W-M -_I N ---C C C C W ID____ __________ __>___ ___ ______ _ W ____________ _■ ■ ■ ■ ■ . _ N 7 E W W a — Q V ` __ E _ __W _�___�_O_�p------3_-_W Q_ YS_ tl U O a = W Si-- ----I W c �+ _ U d LZ ________`U. (J_____~ � � W � — -------- - --0- t t-g ---- - --- -------c-->- ---------- -----A-;-'--'--� -a- - - — ¢ — LU ________ _� __�_Wyy-14_�' ____Q-___p __� _______-_— ID ----------O._J_��- i W W dC 0 7 W J > C- J J C C IL Cp. - LU Mal 5. ____ __1 __� _ w' _d_______au___�_____a- z-r J _ate___ QQwg LL > J > C C W C w > W a d yy y « _ _� --�-J- J-O ____ 'S - _______yy --------- ---C------pl_w yp > '.'_L > > W G a C W fA V C W yC C W Q w C. c V N c O a W -- ---------- ---------- --- ------------------------------------- m Z CLU a --- ------ a� Qa mom - --- ---------- ---------- --- -------------------------- ---------- (j V >- ----------- C - -- ------- - ----------------------- o Z--- ------ ---- --------- Nra O W r ►' O wWW W cow � � W W � � � � � 'W Wao m � � � � Yea O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O d II• R C Z Z 2 J Z Z Z Z Z Z Z J Z J J J 0 J J J 1 J J J J J J J J J ~ V N a a W V O'i O N O N ' ' ' ' 0'p ODD 0 Q m W co '> ODO O O O 0 w O OO O W zW wJ wJ JO JO OJ JO VOW Y Z Z Za aO } }W N z Z zz z xx > > > > > > > > > > > > > > > z Q O O O I, 0 0 O R > N N N N N N N 0 0 0 0 0 0 0 O O [p U N N N O ON N N N N O O N �O «1 N 4'i N N O O O O O O O t0 R N Q 7 r m O O U O w a` U Y O « N N 7 O E U u _ U _ a ❑ ❑ W m Z `m cc y aEi E m c o 4 > > m Q 2 °� a m ¢ E Lb w w ¢ w o w o E m ZI' o. = m >, U U �' - a 0 4 F �I a > c U 3 a R o m a c ❑ Liw ° 3 ° U m ¢ 3 3 3 3 3 3 0 O R E a m a. a s ❑ D o n H ¢ U a S U — — c`n' W o > R E o = o a m i l L R 3 ❑ x c7 <n C7 m F alto U o[ m)O = <n U o[I¢ I¢ o[ I� '¢ a' a' o' a' a' a' Q o w o v z z 0 c0 555 5 5 555 S5 57 SS S5S 555' SS S 5555S SS � � Qo J J J J J J J J J J J J J J I J J J J J J J J J J J J J J J J C C C C C C C C C C C c C C C C C C C C C C C C C C C C C C C O N O U' D) N O1 m N> > > > > a m > N W>> > 0 > > > > N O) W N l N N N W W W W W W W W W W W >W W W W W WW W W W W N N a N N a ❑ tq W W W W W W W W E R R R R R R R R R R R R R R R R R R R R R R l� R R R R t0 R R O C C C C C C C C C C C C C G C C C C C C C S C C C C C C C C � m d d a d a m d d d N d N a d d d - - N d a a a a a ¢` a s a ¢ a a a` a` a ¢ a ¢ a` < a a` a a a a ¢ R m « 0 0 0 0 0 0 0 o c0�0o •• OOOON NOOON VOON • NOON OONO OOON NOON OOON O0O 0OW O • O ' CO ^ N m O OW 0 O O L .R.. C E(=, N v IN Wm IN O O O N <0 2 aO ti RO O O O O O 0 0 O O O O O O O O O O O ❑O ❑ O N NN > C R J (n W ❑ Q W - N - C _________ ______________ ______ _____ ________ ___ ______ ____________ r mc� a - ------------ 0° - ---- - ------ ----- ------ ----- -------- --- ---------- ■ ----_-------I---- -------- ----- ----f------ -------- --- ------ ^'° $ > d----- 3 e - }d c < L J - - • C d _ Q O ---- J W 9 s V F e m g 31 b a y = p �I 12 > C N C C X ID d 8' m m r C 1 d r d C « _ d C d - -j -0 C -1 � --_1L_ _ _____ __ _� __ ____ r r a J cCC _ a y L'u Q i a C J ��__p m�.�d 3 d C > •' d 7 C > d C ~ E a I.I. > J U Y W > W U i > d > -F-----r-ID-� --ti-W- -- -V---J- C W m - _ W W -- � 1D W C ML w W ____ W r d } l0 {0 , _ ---m-C -�__tT-W C - - C-�- d m 3 ~ _ °_ u _ 3 c " a W C yy __ __ _�__,_ ____ lqp ____-___ - �_ - > 7U Cy 0 O C C r > �' W z - ---�r-----W-J C-C --L> -- m-W---�--- ----- --a---- --- ------F-- J d C W W C > C ___ ___ y_________QFi ______ 3 p -� -C-d- c a -d W -d -10- G_ W d 0 11 I�Ir�I11C d y C C ----- -------__ _ ____ ______ _____ ________ ___ ______ ______ Q W N O LO Ni W - ----------------- -------- ----- ------ ----- -------- --- ------ adi Z ---- - ----- —----- -- ------ ------------ d Q Q C. C O m - ----------------- -------- ----- ------ ----- ------ ----- ------------ V V -- --- - ----------------- y 0 Q -------- ----- ------ Z C W " G W y ri a0 OD ao m ao Lv m m co w m ao ao m m ao m w 'ao m Y a o 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c, 0 o Q d e > } > Z J J 0 J C7 d-LL] J c.7 (7 > a s J a a � a I a C7 a a F- 1 F- V x > > O wl,w w w w U w w x w w U U � 0 W W Z ¢ ¢ y ¢ a z y U <n cn O m U ¢ U U O O LO t0 C7 W O) N O N m N C O> <T O T W m N N C O O O O N N O N N N O N N O N N N L o 0 0 0 0 0 0 0 0 m m w m m eo m w m m ao ao z o 0 0 o U 0 0 0 C7 a o 0 0 o O o 0 0 0 o r U a ¢ ¢ > > j x x x J J -- x w J a a a a s J C7 a a a w w w w w Z) w w w Z O ¢ ¢ ¢ -, a O a y -� cn y U x cn a y U m � C7 t0 �_ N c0 M O W N m > O O N N N N N O N N N N N m U O LO O N O O O O u'1 O N 1� O �� O N O O N N m a m N r O p > o V � O - w w CL U ° 0 Q c s ~ r 2 4 a 0 m a A � n �, N m m IM $ r 3 m m m m c7 s a O mm Hs ° w o > LLm x x D E E m o m co` C7 aca an d mN ia o mm ¢n U IL Qm p F5 2 W H H r m r r 0 0 0 v Z Z 0 S 5 5 5 5 5 5 5 S S S S S 5 5 5 5 S S S 5 5 5 S S S S 5 <_ a J J J J J J J J J J J J J J J J J J J J J J J J J J J J a O C C C C C C C C C G C C C C C C C C C C C C C C C C C C C O N O U' - > > > N > m 0) d d d < y S > > > > > > > > > > > > > > > > > > > > > W W W W W W W W W W W w W .L W W W W W W LL W W W W W W W N m m m m m fg m m m m m m m m m m m m m m IT m m m m m m 0 O C C C C C C C C C C C C C C C C C C C C C C C C C C C N U) a` ¢` a a` a a a` a` a a a` a` a a a` a` a a` a` ¢ a` a a` a` m I - >. O O p 0 N O N O O O p N O O p O O O p O O O p O 01 O m i' W L O N N O N O 0 N O O O O ' N a0 O O , O N • O 00 N f0 E W ' 0 M LO N II '0 .d.. m .d. d OD W 00 0? C9 OD OO OD OD OD 0) T O 9J m O O> O] of m Oi O W OL O) m Q mO OO O O • 0 O O 0 0 O O 0 0 O 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 .m.. C m W Q -_ - - ---- - ------ - ----------------- --- - - - ----------- ---------- --- W _ ________ ____________t_______________________ _____________________ ___ ______ _- � - A O • EL C --¢----- -------------------------- Z m c ------------------------------------ « --L-- a co __� re- _ _u_________ 0 W Nco _____________________ yy y W 7 r Of • { _ __-U O U Y QCC a r C «N C Q L --> W G I H F H F F ~ G R m • 0 q m J y G R « R H a C �. d J W r i" 7 a N U W W U Q C j d i J i i 7 tll -k --�-a L -a -tl___J m ___ ____ J______�__ _ _ U W J C J y J >J > C > J i J C C C -- W--- -- _-_ -0r- �__-__�- -(y �_ J > i > N Q Y J • C W W W N N R R « W J « • i C C C tl W R R R R C - -W-J > C d J • ,C•„-WyWC--- ¢-W> - rRW- tlC J �y c• -y_______________________m _ ___- -_-_W- Wa) W i C > C C—W C > tl C $ Y p r — iI>i ¢S aa C yy O J W z z WC __________C__ ________________________________ • w = �� • _____________________ __________�___ ----------------- --------------------- ---------- --- Q N LU 0 g� a N' Z ________ ____________+__-_-_ -----_--___________ _____________________ _________ ___ C W________ ____________ _______________________ _ 40 ¢ y CL Q C m ------- ------------ ------- ------------------------------------- Z-------------- V V {-------- -------- -------------------- y C N C W CC� L �p OO p WWWWW W Q UQ. O O O O O O O O O O O O W W W R c Z F- d C7 a- F- > U m S W m W D D n D n D U U O O W WWW -y m a a Q a a ¢ to U O On O O O O Z Z O LL ¢ a � U O' (D C W N 7 N W O V W O� rn W N 'T O� F• W N C >' L W W W W W 1 W W W W W N CD W N W R 0 0 a WO O O O O O O WO WO O p p p l o O O O O O O O O O O coO YW W N Z a a J c7 C7 C7 C7 C7 C7 J J C7 a a 0_ d F- F- > > > Z Z m Q CC Q c�v y m 'W m m m m m m _ ¢ uwi O O 2 OZ Z chi �i N n a m S m O O O O O O O T- O N N N N N O O O N N O O O U N N Ln 0 O O O O Ln N N O N O LLi O N u) O �D (A L(J Na N a o' m m m 0 T m U O �j w a U w lL C W g a a Cc No m E a Z O c a LU E E E F m m R m �v ¢ QL E z u o 0 Q o a ~ c ~ H E E E ¢ 5 a o L a ca 0 W i. B E 2 m U R c d m m « c `m S2 m :9 F- Y Y R m Y Y c Tn °� c a d m m O a � a N a Sc LL ! A Z > a ~ c c l ¢ c c v c W U a O In W c �0 4 ¢ ¢I c ¢ ¢ L a m in in (n .. 0 E t - a F- y 2 c n m N m c U .�. Q T m > p¢p m 0 A m d m r `c_ a (7 d (1) � W F- a U LL U `2 Y W a 2m Y U 0 d a W d 'U LL m liJ ¢ d � r rn n n O O O R Z Z (D cD S S S 5 5 5 5 5 S 5 5 5 5 5 S 5 5 5 5 5 5 S S J J J J J J J J J J J J J J J J J J J J J J J J J J J J J W a O C C C C C C E C C C C C C C G C C C C C C C C O N Q O y N N >N N N N N �1 N N N N N N N N N m C>1 N N N t r t > > > > > > > > > > > > > > > > > > > J J J J W W W W W W W W W W W W W W W W W W W W W W W (A N U U N N 0) (D R R R R R R R R R R R R R (aR R R R R R R R R l6 R R R R R a a Q Q a a a Q Q a ¢ a Q a Q Q a a a s a Q a a Q , Q ¢ Q R CD A O O O O O O O O O O O N O O O V fD O O O O O O O C a p N O R i' 7 N O O N a W O C W O I O V W t0 O O N �Cf�1 (O_� [N_� CV_� ((�D N_ _N N_ O pO_ N R E '- co W W W W W W W N N N N N O O ' N O C7 m R r N u rn rn rn rn rn 0 m m 0 m m w m m m rn rn rn m m m • p m a Q o 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 0 0 0 0 0� 0 a o p 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N y0 C R O rn LL 0 Q U. Im L 3 q U p W N r = OV Z _4CI O W _ Ic -a-- - -'--- - ---------- ------- coi-� -- ---- ---------- --m -m --------— --I---- A' i.' ul c > W LL m N N T W _ N ll -_--_____ _____-___ _t' 7_______ L J_- __ _ =_ Q i - J (n W V1 vi > ILg W N W O 8 - W N W —4-jillff- N r N C_ N A---- _J --• -Y4 --C N W --mLU -A-L`-- -- 'y-W- ---- ---�---y > y a o x n W = F o c m m _--- a s L c W g d v $ Nay ' 3 CO k ¢ a CL -----------� ------- --- --s- - �- ---i W ->- - m_ __________ W c J c J 4 7 Vl W N 3 p N ' ______ N_yr ___________� c _ ccC m O i Nczn y m N - -----------�7 ________ ___ _ W _____ ______ ____________ __ _________________ _ o Q N LLI S' � N' m Z ____________ ________ ___ ______ _____ ______ ____________ ________________ ____ C J N Q C 0 m _________________________ ______I-_____ ______ ____________ ________________ _____________ ____________ ______ ________ __ ________________ +r Q CZ a W r C r Q LLI a N m m w w m m w m o 0 0 o m��, w li m w w w l m m m w a' W C [[ > > z Z OJ J Z ZCL Z w LL a ¢ a > > > > > > > O O U U > > > w 7 > > > j > > V rn N N 1p y w w m m m m m m m W r!] a a s ¢ ¢ z JO a > > w w Z Z O W Z Z O Q Z O J Y a a s z z N co r� N N m o c� o m Cn m 7 N m C V 'A U1 m m V Ol N O O O O N O O m m m m 0 0 0 O �A co O O O O N a O N N N Q 6 > U O - w a` U m m m � m c m Q EM m U y `W m y � 'm m o m m m 0 U w m y CD LL 4 y O o Tn > :0 7 C M o t6 l6 > y m U > Y G C d a 52 SY o m m m o > m E o m 2 2 a n p N u� w w cn 2 U 3 a w _= w s w 3 o x 0 N H 0 a a N <n o 0 o v ¢ ¢ S 5 5 5 5 S S S S S 5 S S S S S S S S S S 5 S S S a r m m U7 N (n N (n fn (n (n (n N (n N N (n Cl) co (n (n N N I<n N N N N C C C C C C C C C C C C , C C C C C C C C C C C C C N d m m m m m m m an d m m d d m m m m d m m m m m a ¢` a` ¢` a` a` a = a` a ¢ a` a` a` a` a ¢ a` a` ¢` a` a` W 0 0l0 0 0 0 O O N 7 w N O O O • O N O O N O N N O m O m O y E 0 CO O O O N Omi OOi O O N N O O O N N N C9 (7 ('I i9 tymO W d a c? v v IT IT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 o p OO 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 .- O O O O O O O O O O O O O O O O 0 O O O O O O O O C 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 M G W O ---------><-- - ---------------------------"-- 0 LL c qN Q_0 _______ ____¢--------------------- ------ ------- ----------- ILLa C ®Co EC FE 2 0 M J J • ICU O ---------J--- ------______________________ _________________________ ______ ____ ' N c W }+ Cc c f!! y W W W .p p a -------- -- ------ - ------------------ ----n---------- -m ---- - L cc E A -� c ; �- _U L- c --; LL ------ L-W--- S` ---- N ♦ C �+- -3 -- O r ■ ■ M Q E w N a c� o a LL N u W Z N 3 LL i-3-3- --o- -o -a a �' ~ N 0 o u-a. -o---a - tz � a ' { y a w C7 J . a u --� -- a a $ a W 3 - LL -a ------------ Row — J ¢ m 1i m m F c W m ------ ---- --�- }----- y > -- LL ti — J C Ig a , C I , J J N�qq m W 7 J N N �• J W — J J 7 J 7 z m fp uz _ w * „ W y C CO c = W ti N m J J t! W MOT T " W C -- -�-- --- ---- -----�- k N- - - ---Nw A--y-N--- ---- --�- ----- 5g Z y N C N — C Cm 7 W m p _ ________ - -___ ` ___ _ J __ m y C C _ _ C _ _____ o II-D�IIIC j ------ - -------------- -- ---------------------- ------ ----- a N O m (D Z to C J a -------------------- ------ ----- o Q E O m ------------ --------- V V----------------------- --------------- 2 ____________ ____________________________ _________________________ ______ _____ N C C y Z - d C OI W ►' O Lu N � Q a•r m m m m m m m m m m m m m 0 0 0 0 o Y a z m m m m o 0 0 0 0 0 0 0 0 0 0 0 0 00 CO°D m 0 m m m V' C7 C7 z z JO �' a - 0 a a > V W IL Z) J 7 D D D D W U Z) W W O V m n < a Q a a ¢ to O Q cp U7 z m N C m M m N M N O O O O O O O N O N O N i p O N N T m m m m m m m m m m m m m m m m m m m p m m m m0 m0 W O O O O O O O O O O O O O O O O O O O p p O O O O y W y J J J J J J J J J J J �' �' Z Z Z J J J a c- CS a C7 > Q Q a a a a s 0 0 a 0 Q Z O1 O N O 0 0 O O O O O 0N u7 N N O O O O O O N Q L O m m m > m U_ OCc _ w o. U _ a Y 4 O Q C Q U E m S2 0 E SS22 m c a pm 4 > m om aG oUT Wsad �m U mC7 °7 m LL Q U 3a «UWm 4 a'> U>c mrn cio LL LL — ¢ a_ a_ a. m a' a' `i H = LL ¢ = 3 U a ILL o 0 o v Q Q j S S S S S S 5 1 5 S S S S S S S S S S S m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m o C7 ) > > > ) J J 7 > > J J J J 3 J > > > J > > > > > J cn m m m m m m m m m 16 m m m m m m m m m m m m m m m m W m m m p y c C c c C C c c C C c c c c C c c I ❑ c c i c c C c c c c c c c A m m m m m m d m l m m m m d m m d m m m m m m m m d m an d m m Q` a a` a Q` a` a a` a` a` a` a a` a a` a` a` a` a` a a` a a` a` a Q` a` cn m d > 8 N < m O N C V N N O N N N O N 0 0 O r E > — m -- m m m allo m m `cd o`°o m I m m o 0 0 0 0 0 0 rn rn o o :? m m m a m ^ n r� n n I r N n n r� m m m m m m m m m m m m rn l rn m p m . o 000 000' 0000100000 0000000 000 oo 00 � L � pm 0 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 N N O O O O O 0 0 0 0 O O O O O O O • O O O O O O O O O O O O O O m N N N C m e (0 c --�-- ------ ----------------------- -------- --- —--------------- ----------- -- LL C ----------------- IL -------------------- Z LL LL Ol'r :Ec LL -LL '- -'�- -y cIm U-- '----- ~ Y m G C m I m N y O �{/ • $ L ..i ¢ H 2 7 O L A U C A T � m_ m c°� Y LL E E E E f- > ? a A LL_ a U g c a - - l7 S. = a 'o m y J 'a m m E U - a _ c 7 7 k.. �. N a Jel J - __ > __ _� 3 N a a m J _ d m m J is--- _yyd - y--- --LL-�- m c- ------ ° d+-->-3- x -r y N N C LL J J 7 d m N m N N N m > > J > 3 y C C_ > > C N m N C 0 m m C 7 ca m - J m m C ____�`_______ ___---__ __O1_y c � _ ____ ___ c __co c,-y_UY - - ------- --i_ ______ LL yc y m m Q , m d 7 C y-L- -N-C ________ $ C C 0�3 Z ------------ ---------- ------------ -------- - a --- -------------- ------------ � ggg ------------ ------ ---------------- w-Y _im4ww ------------ ---------- ------------------ a N O G CA N W N Z ____________ __________ _____________________ ______,._____-__________ ____________ L J a - ------- ---- ---------- ------------ ---------- ------------ Q.y 01 C C m ------——-- ---------- -----—----- ----—------ V V ------— ------------ ---------- ------------ -------- ---------------------— --------- - X 0 Q ' — C y Z > = W J a.w m m m W W m m m m m m m mom m W ' m m co m m m rn rn m m m' m m Yid m e Z > F- a F- 0 a a a a a0 a Z Z > > cOj U U a U W F-y U U O O U U W U U U U U U U w w W W W W Q Q O O W W W O O O O z O O m 0 O O O 0 0 0 a m m m l m m m z z 0 0 0 Q O) �_ V CA m N N tT m m m MIM W m N_ N_ m m Cl) M Cm C M M O m N N N N N N N N O O i ,- m W m W p� am W mes W m m m mC7 Cm7 Cm7 mC7 Cm7 m m m m 0as UUm Fm a � F- F- LU Q U U U LLJ U >w w w w U O W w Y �, 2 O O g O O O m m O O O U O O a a a ¢ a m m o 0 O z 0 0 M N O N O i� m t ON M M t0 CO t0 W O W m N tD N O g O ca 0] > N O N N N N N � N N N O N N N N M N U y N O O O O x O m m N m N O O to m N N N m O O N O m N O �p to a O TCM U O - w d U uj m O y uj R m m c E R m E E E LL m C a m m o 9 ¢ o LL m m rn a c L >� 4 m Y a C7 a U ~ ~ F= y E E E w = oCO c c a `m c g m m `R LL o c a U 'm m o m m �Z H a w 'm Z a > > LL J c w U (L m o c F- E N `o c m ¢ c 0 E z -Qo m F- a a a S2 d o R U m (a o mm o ¢Q O_ > U U U (7 2 f- f- U) C7 a w f- Q LE U U m U a` Q LL a U O O O v Q Q m co 5 S 5 5 S 5 S S S S 5 5 5 5 5 5 5 5 5 S 5 5 S 5 5 5 S 5 5 a n t� J J J J J J J J J J J J J J J J J J J J J J J J J J J J J TO N O m m m m m m m m , m m m m m m m m m m m m m m m m m m , m m m 0 j vi • > > 7 J J J > > J J O ,m J > > J n J J m m m m m m m m m m m m m m m m m m CO m m m m m m m m m a E R R R R R R R R R m R R m R R m m R i m R R m R R m R m R R O y C C c C G c C C c C C C C c C C O c C C c C C C C C C C C E d d m d m m d m d m m m m m m d m' m l m m m d m m m m d m m a s a s a a` a a a` a a` a` a a` a a a a` a` a` a a` a` C vN N CO O O O O O O OO O O O pp N C m v m m p O O O R O m O N V m R E T N N • M O • ONON ONON 0NON 0NON '` ONON O . R m m ` 0' C ca a G O O 0 O O O O O O O O O 6 0 0 NNN NN N N N N N NN N y O 0 O O O N N NN c R J U) LL 0 ¢ -- --- 7-- ---------- ------ ------ ------ - -----------------------------LL - C -E ---------- -----------E------- O C m�S(A R 01 ` '� 8 8 R w » O O ------- -- - --- -- ----- ---- ---------- C- --- y $----- , y g a _ 3 y W � --�_¢_Q ______ ______ ______y __♦ vi _ ____ W W ____ - _Q______- �11 ¢ m m — ---- " ar, -yn---- - -� - o ------ ' C- ----- -- -- -- - - — -_------- -�g r r <x w R c h a U a a ¢ c m Tcc CC 8 d 0. EC ®a I _ a > > W R* , a --- t> w w - -r---- dd Q y E m m 2 " , c c c W O. > W T m 7 M ------------- Q 7 N __________ __gy p _�_� __ ____ __�_cn- 'p fA 3 C Y O C C N ssss999 i33y¢ a f Z ---erg ---------- -- --8 Ca An -pry --- _a_ ------- - g g ---------- o S m N m y fII. y m m Q a ---------- --------------- cn m R a N m O ¢ O N04 LV m - ________ ___i___ __________ ______ _____ ________ __________ _______________W__ In T Z L " _ ______ R C 1U ---------- -------------c---- O M a _ L C ' tn U V -------- - --- ---------- ------ ----- ---- --- ---------- -------------- ---- z LU T t m m m m m m m m m m m m m m m m m m m m m m m m m Y c d » 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o Q R c m m m z r r r Y r r r r C7 z 0 0 C7 (� ¢ ¢ ¢ ¢ ¢ ¢ ¢ () W LL w w w D a Q a Q a a s DJ m m Q a 1 a a a d a V w w w 2 212 < a a a a a a a m M OJ M N O O N Ln r m m V O m C O O N O N N N N N N N N N N N N O O N N O L m m m m m m m m y o 0 0 0 O o 0 0 o o m o 0 0 0 00 m o 0 0 0 0 m YYl7 z z m r ¢ ¢ r r ¢ Y r C7 C7 (7 m m ¢ m 2 ¢ ¢ x a a a a o a a > > > w w a a a a a Z a ¢ ¢ a w w 0 m > m U O O N m � O _ w d U a � w Qc� 0 yUU Y C O. m o $ m o > > m in r o c m m w m m �. a r d d '� o T O N N N LL U R m W W M 0 r a t!i L U w U a_ -0a y m m m $ o g g m a o ° a o u m m ' m m Q O W a W co ¢ ¢ ¢ ILL Q w (p cn ¢ Q L a U Q w w U O_ R w ^ rn f� r in 000v g o g g $ 8 g °o S °o $ S g g o S g °o °o g Slg g 0 °o a ¢ m cc m ¢ ¢ oC ¢ ¢ m ¢ ¢ ¢ ¢ m ¢ ¢ ¢ ¢ ¢ m m ¢ ¢ ¢ c � a o c 0 0 > > > >� > > m m n n m m cn U cn U) U) cn m m U) (n cn cn w w w w w w w o E m m m m m m m m m m m m ,6 m m m m m m m'Q.�f.„}. • ONOMNC aC CNC Nc • C C` C C c C c • c C c` c C OC` aC m ` m m 0 m 0 0 m m d m m m m m m 4)Q a a a a a a a O O1O O O O O O O O O 0 Omo � m` Om L C OaOR t _ aN N O O N V mOOm O IV N E mS m O N m mm m m O M O O O O O O 2 5 mM co C.) V V V -1 m (D fl IV M IN m m m m m m M M m o mO O O O0 0 O O O 010 O O M0 0MM MM MM M M M Cl) M CNN N 0 N O O O O N N N N N N N N m JM HaR n w 0 ¢ ---------- --- - ------ ----- -------- --------- - - - 8LL m m E _____ _____--E_L ______ a MC5 W o U U C N N C = --- - , g --- - --- --d-;-m-r ------ ----- -------- --o ------------------- N 2 & u U W G --_ -- �/}_` __�---__ _____ _ Fu .. p � ______ _____ ___________ -------__-___ - _ __ ICU W C a ¢ ¢ LL O . , 0 Al m CC W 41 w --- - '-N A----- ----------- --------- ` W 8 L w m g g -m------- -�-U- --- - Q ___ __ y _� __--____ _ �___$ 2 c m ____, ---- -----------�--_ __�y_LL t/r-w 1- w rt-� g --�-Zj --W =ur-- m o-r ¢ ¢ 3 • �{ g' > d W > w m d E u c E c l ' $ a 0 --- -- - m- - --- U --- �- ---- -- ® ® W c a c OC Y C- CG_~ ¢ E Q w V . m C % Y-----L m g i D: a N W ' W --E ------ -1-0 3 $ ---------- --�- - o -----8-�- j-m-�-- w U. v , 8 3 3 m --- 19 w W -_____ _ _ _w m �__ __ __�_ __ 8 p _ C p z 3 a C O O W 8tty O ___ ______ �___ ___ __r W __8 _ ' w ____m -___________ .. m m WC m 1 C w C 2 Z ,� -�` ------- g >- �- a--- m c- w $� azg �__ ¢ E -- ------ - ---------- --- g g _ - - m -----�- �N wwww o IID�ICIII� H Lu> W W W W yy W _ _ C __4-.___ ____----_ Q __�____ ___ ____ _C______ __________ __Z__ _ _� ____________ --- I N 0 n� Lu N 8' __________ ______________ __________ N Z ----- ----- -------- ----------------------- C J - ----------------------- W ---------- -------- ----- ---------- ----- ----- -------- ¢ CL Q C C m V--------— -------- ----- —-------- ---- ----- -------- V m -------- ----- ---------- ------ ----- -------- -—--—------—-------- C to Z_ > y rd W i J T L ao ao co m m m m m w w m li o m m m m au m m Y a } } a o o °D o 0 0 0 0 0 0 0 o cn 0 0 0 0 0 0 o O Q Z z C7 ¢ ¢ > T z C7 C7 z U F- F- > > V w LL ¢ a ¢ a > > > > d a 4 > > > > > > D > > U U O O CC N a V V O O cap N mO O �a N I N O'i N z ON mN 0 N L Q N O N N N M C7 O N O N C) O N N N N N O N N N R O W CIO O O O f O O O O O O O CIO OLZ O O O O O O O O O O O jA } m } Z J J ¢12 ¢ ¢ J J J J } J J 0 0 0 > J a W a ¢ a n a s ¢ ¢ < ¢ U U U O Q a a ¢ O O O Z N 0 _ O N N IN O� Cq O O i 0 N O N O O N O N O N m U N O O N N O N N O N N N c) O m W O > o g � P m w a U a 0o n' '2mo m ^p m o Y Ta c o O Cc 0 N � � L C Qm � m N a E Y : � m ¢ '2 ` U n O- m L ami d � "J, c 7+I L w U ¢ Z '� um col `m c E LL m N a Y T Q v� V w m 3 a N cmi W o, a, Y Y 0 o a m 0 m c >, 4 4 4 a� U c �+ N m Sc �'i a U d `o ¢ m �' m` d d `o g g l -0° 3 3 0 w o u LL >'- in U) u w w w 2 U ¢ ¢ ¢ LL a w > > rn O m 2 2 a (L a ¢ U 0 0 0 0 0 � o It m 00 00 8 00 00 °0 00 g 8 °0 8 g g 8 0° 00 $ S o° g 8 °o °o g ¢ < =) ¢ N N ¢ Cc Er ¢ Cc ¢ ¢ ¢ CL ¢ ¢ Q 2 ¢ ¢ Er ¢ cc CC S CC 2, ccco Q I� U mm U U C C C C C C C C C C C C C C C C C C C C C C C O N O (7 C m m m m m m m o m m m m m m m m m l m l m m m m m m D vi • > a n > > > > > > > > > > > > > > > LJ > > > > > > w U) w w w w w w w w w w w w w w w w w w w w w w w m m m l0 W m W W m m W m N m W W m W m m m N co W m W O c c c c c a ta` a` a a a a a` a` a` a a` < m 0 0 co 0 0 0 0 0 Olo 0 0 0 0 0 0 0 0 01010 0 0 0 o O • O O O O N 7 V O 1 N O w O O O cp • O O N cO < tD w N 0 CID E W O> O) O O O cp cp (D c0 _ IN O O (0 .m. m c? M v v a v q e y v q q v co co co co n r� n r� n rn a_ Q C] Q f0 c7 C7 c'J • co ('1 IM • M C1 • c7 ch ('1 c7 c7 ch M � M ch ch ch (7 , c'l ' 0 m' n O O O O O O O O 0 0 0 O O O O O O O O O O • 0 0 0 O O N 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 .W., C m fn LL � ¢ ----------- --------------- LL _____________ mci ■ o - ---------- - p--- ------------------------------------ --------------- N Z ______ ■ __1. C_t_ {L---------------------- _ g v�i j ■-_-_-N _ OI,� -v--a -a- -�__-_--_NN_-N__-_-_-_______Nit_ --------------- 0 NNr �_ ^o a°-N ____________No LL _ TO N W y E _ m 8 m m 8 oc o IW a A U c U m-Y-- w-- --m -- g-c-t- ----- -a---iv N tl-V- -1u -6t-19- �- ---- -q-"-m g m e ¢ c - d ¢-W-i w-----� -- x _u c E o -c ° LT u d a o a W CCR ---'--¢ ; W > W e c m W W E m •� 6 LL m C m 3 C M G C � C (p C .. m C - iL _ r r LL 1LL-C-- - _ ______________ >_> 1J_1J J J J _K W > J > i J J �' C N v C = y35� N r C J C J J C C O d C y we > > �' C W N d > S o Wcm > >> > Wx xx m mx WW ¢ > w o x --------- -m -x- _ ____ --r----W O i 0Q O m-m� x O 00m- mZ x p m o m 7, mm ________ ______ _0 co-- 0 O m C_1� A? ____ mw m mmmm m x a gkpg a o wg h�¢aa a o y -------------- ______ _______________ Q n — N 0 n 5Lli N N NI z ____________ _________________ _______ ____________________________ ______________ m - CLU J a c.N com ------ ----- ---- ------------- c VV�------ -- --- --------------- oN z- oaC m c — o W -j o LU > c m m m m m co m m m m n n n n n n n n n n n n n n n n n n n n Y a q m 0 0 0 0 0 0 0 0 o 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 o Q w e (7 > > > U > > > U U F- F F F- > F- > > > > > > F > > > > > U W C. c o o W 0'0 o w w U U U O U 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 a ¢ z z z ❑ z z z ❑ ❑ 0 0 O 0,010 z O z z z z z z O z z z z z O N N N W nDO N N N m m 7 O O M OO O C O i �• R m m m m m m m m m m n n n n n n n n n n n n n n n n n n n n O O O O O O O p O O O O O O O O O O O O O O O O O O O O O W U C7 F- F F > > U U F F F- F- F- F F F- F > > > > > F F- > > > > W N Y a U U w o o w w U U 0 0 0 U U 0 U o 0 0 0 0 0 0;0 0 0 o a 0 0 ❑ z z o ❑ 0 o O o 0 0 0 0 0 z z z z z 0 o z z z z m m l m O N m m N In n N n n m m N 0 C.) m 0 m m N � > O O O — O N O O O N I M p O O N O O O O m V O = 0 N N O O O N m m coM m m m m N ((1 N u'1 m (h p — — M (`p y Q O T m N T `� _U Co O _ w a- -2 U ¢ mc c c c c m m �c E m o o N m o 0 0 0 o c m o c S R E o •S y N N a a N N N N N N o N N p E m LE F N y C U W CA C C (/i N N b N N m N F� CO O ~ `O ¢ o l a o � W E L @ 0- o m ? J �' o U m a a s U U U U U U m U U m H f0 B ¢ m a m U a m cL R yr yr rn yr o U m U N m R R 3 w W 11 LL lL cr r� LL r� N i0 m LLILL o m LL a 3 3 g t� to C7 w a S U a ¢ I.i a U m E `c_ E `c_ LL �, li m n LL N c a n 3 0 0 o v ¢ ¢z C7 0 Q Q m Q m CC ¢ Q Q S S S S S S S S S S S S S S S S S S S S a N J J J J J J J J J J J J J J J J J J J J O N O y m m m m m m m m m m l m C C C C C C C C C C C C C C C C C C C C ? > > > > > > > l > > > > m m m m m m m m m m m m m m m m • w w w w w w wl,w w w w > � > > > > > > > �' > > > > > > I > > > > ¢ E R R N R ro t6 W W W W W W W W W W W W W W W W W W W W CD .m- m m m m N ` 0 0 0 0 0 x 0 x x x 0 x 2 2 2 x 0 x 0 S j, 0 0 0 0 0 0 0 0 0 o O 0 O O O O O O O O < ¢ ¢` alb ¢ ¢ a a $ ¢ m m m m m m m m m m m m m m m m m m m m gl o N o 0 0 0 0 0 0 0 0 0 o co LO m n m rO n m o Cl) LO 8 N E V O m V N (O O_ N Iq O • N • p N (O IO (p 0 N m m m O O O O y > O N N (N0 —N —N -N —N co m (�) m C� 0 m m 0 m M (7 m cal d m O) r m (n Cn m • 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 i0 Q t0 '�' a m m ' . � - m m O O O O O_ O O O O O O O O_ O_ O O_ O O O 6 ❑ L ❑ O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 O O O O O O O y C N N N N N N N N N N N (7 (7 Cl) O ('l (") C� (� 0 m M m m m ('� ', 0') 0 m 0 m C w 7 cA W ❑ Q - -- --- -- ---------------------- ---- - --------- - ----------- - - - ----.--- QI LL N' -------------------------- ----- ` _ �C v 0? Z ----- --- ; --N -� --- ---- a-- ---- .I E Nc - --- _ ¢¢' - - ° 3 c - -------------------------- ----- ---- --- - E- ((d-J ------ --L ---C-CT a---67 C0 v - o x • o N L • WE oNN 1 = 2-- , J 3 d! p > J L._ C __ ____-__ ______ ___ _ -m-____�N___- N _� _____ __�— 'y_ _«C --g1--__-fig_ a ° ' O C7 J J ag y ---0--,C7 = -0-0 -0 ` y7 _ _ - t)- t --- �- -J- -«- ----F>----�rn- -----Ca�--w•- -_-_ 3«2 o -_- -'W• N _c 0NO m . > JN o aC _-E--au1 -O W- m__a • O V x - AOL _ `° S LLi J J J J J r C J « « > W -W-d ---- ----- > -- -a-C-C-d-d-g -W- ; W W __=_O ______ ___ I___--_-_-_ � W i 3 ---- ----- -------- ___ > UCi d > > W W W W O m > m ___ * N ❑ x x x p p o O m O m m ® E > y m --o o m m M- ED ��-m-�� ----- ------ --- ---------- --;- ---- J -------- °° o El ❑ W • cw13 ¢ Oc----- --------------- -- ----- ------ --- ---------- --=0- ----W -------- --- sa$ Ew5g co co 0 -------- ----- ------ --- ---------- ------ --- - -------- --- a N r' O N g' 6 Z N 1 N LU __ _ __________________________ _____ ______ ___ __________ ____________ ________ - -------------------------- ----- ------ -— ---------- ------ ----- -------- a --- a� C 0 m - -------------------------- ------ --- U V ----- --- ---------- ------ ----- -------- ___ N C ______ _____ ______ ___ __________ ______ _____ ________ C r Z d C —❑ l> LU > L l n n n n n n n r m m m m m m m m m Y a _ ,� o 0 0 0 0 0 0 0 0 c > > > > > > > > U > U O U Z m r r ¢ Im } z o o m z m ¢ Z Q V ul LL O O O O O O O O w O w w w Q ¢ ¢ a a ¢ ¢ z z z z z z z z ❑ z ❑ ❑ o > > > > a a tp N N O� O [7 t•] O (h m N N N (O O N i Y n n n n r n n r r n n n n m m m m m m m m m m m m iyj O 0 0 p O O O O O p 0 0 0 W > > > > > > > > > > > O O O Y W N U U U m } } m m } Z J J m m m } O O O O O O O O O O O W W WIL z z z Z z z z z Z z Z ❑ � ❑ Q Q LL ' N m m m m M O 0 m O m of m rn M N to N l m O M tm m m m > 0 0 0 O N N N N (O O r o N 0 0 O O N O m U 7 N N N N N m h 00 m m w a` v a �l a � m o N N N N m N N N E O o ^' O O o 0 0 0 �, E m N o coN U N o U) U) 0 a >c g n d rO � N N mUcc>d a a 3m a > 0 m m < C ea a m 2 W 2 W m m 3 O O o m Q 4 3 `� m m U a w 3 U E O u) c E O m u c u 3 > > w ❑ U ? d d m m E ¢ E • w o d o m m m m m 2 m m o v S2 c o > > n M i. r` aim w 3 ¢ w > > a ¢ a w` a U U 3 x'x O J w w w 3 ❑ x a o 0 0 v ¢ ¢ Z S 5 5 S S S 5 5 5 15 S S 5 S 5 5 S S 5 5 5 S S 5 5 S 57 S IDQ o C J J J J J J J J J J J J J J J J J J J J J J J J J J J J J O N — C > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ¢ E w w w w w w w w,w w w w w 'w wlw w w w w w wlw w w w w w w o p x x x x x x x x = x x x = x x x x = lx x x x x x x x x x x a O 0 0 0 0 0 0 O 'O O O O O O 0 0 O O '',010 O 010 0 0 0 0 0 C m • m m m m m m m m m m m m m m m m m m m m m'm m m m m m m mto `> O N p O O O O O O O O O Z' O O O to (O m m tfi m m N N O V N N N 8 N O O O O N V e y E Ch ' V V 7 C ? a O V V O O ' T N • m ' m O� m m O T (7 (h C O> A� O O O Fi m N N N N N N N N N N N O N N (7 • d' V C • V 7 C • C • V V . m tD O �p t0 ❑ N 0 0 0 0 0 0 0 0 0 0 0,0 0 0 0 0 0 0 0 010 0 0 0 0 0 ' 0 0 0 ❑ L ❑ pV OO O O O O O O O O O O O I O (7 N co co (") 0 O c� M min 0 (7 m w ❑ [C ------ ----�--- -------- ---- -- -- -- - ---- Y > > N �LLr m __ f' H 0 (V ` J N G N ___ — C_ 3 N U 0 G ti C X .o. T r C0 is O W W o rn v c7 = w c) 3 g a > w > 3 3 W a 0 0 - ----- R Q N L W 2 -r X E7 8 G [ w W y -- � U--- ly- - NNc z N c v w 3 a a ---Dt1L ------ ----- --a+L-v-LL----- o I1�n�� T N a — ' o 2 > W C fn > r ' ' > > > > > J Jess ' > T - J m 0 H ' J J > J J C .. .+ w. J J «e __•� fTj J J L .L_ _.-L--- - w T_C-e - -c-----ID----- -�e----- > ____ w-__ __ _ ---- --- W_ > W_ la ail-w-- W w -----w ---'-W __ >- __ >-J-> �- � w � -W-_ x-- x x -� W _W x J �., J R z W O 2 2 2 2 2 0 0 T J 2 e .. > 2 S x O m O O O O O W x ° )-00 --�---- - -1---rj- -----���- -�-- - a-- J � • r 0 al _® O m r ■ U---- W-� ` -- -- -to- --- R_'I x x o W > x e Q _ ------ , N LL W c 1111 m ------------ -------- - ---------------------- ---- -3 3 - -- --------_ � a - LL — = ___-_____--W____ _ - O. LL_ __ - -- c 3 D ' J a' S � ______ _______ W_______________________J_____ �_ ___________ � _ ______ ___ a __ > > E N W W w -�j-- ___ ___________0 sa« 6 m c W m ------------ ----------- ---------------------- ---------m---p---- -----------m-$- m N O N� w W __ ________ __x__ __________ ______________ = Z m C W a -1------ --- Cc a a E c m ------------ -------- ----- ---------- --- U V y C N 0 W « _j O W T L m m m m m m m m m m m m m m m m m m m m m m m m m m m m Y d z o o 0 0 0 0 O o 0 0 0 o a o 0 0 0 0 0 0 0 0 o O o 0 0 0 o mo Q W e Z Z CC cc 2 } Z } Z Z Z Z J Z Z Z Z Z Z Z Z Z Z Z I Z m Q Z Z J V W LL = Q Q Q N a o n Q m m m m m m m m m m m m m R O O O O co oN Nrn O O ZO Orn >- mocoZm0 000oZ0m Z0co Z0c� ZO ZO ZO ZW Oo Zpv Z a Ov Y m >hi c3 O O O O O N N O m m co m O O N O O m U _ ? O N m trI O O O O O O N N f0 N NN OT N ¢ m 0 p R > 0 U w d U C7 Li N m m Q p O E ` c R y Q gN N mfoaL L�md wd c I ' > a > °a, o 16 CIO wUO E E c -Z > ym N c tW O E C O O LLT (n i' R a LU O R $a mw 0 ; E xAC'Ss 160 =U) i - 'LL 0 0 o v Q ¢ = — 5 5 5 5 5 5 5 3: 3: 5 ' � ¢ o J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J 1 J O N 0 — C C C C C C C C C C C C C C C C C C C C C C C C 5 C C E C C C N O N m N N m N N N N N N N N > N > > > > > > > > > i > > N W W W W W W W W W W W W W W W W W W W w W W W W Li W W W w W W 0 N 2 2 2 2 2 m m 2 2 = m m m = T 2 2 m m 2 O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 O O O O O O <n CO m m m m m m m m m m m m m m m m m m m m m m m ,m m m 'm 'm m m R 0 0 0 0 0 p o o 0 0 0 0 0 0 0 0 o 0 0 0 0 o o O o c) o n `Q O O m C O O O N N O 7 m N O m O N IN INN m m (O(�� (7 V m N N N O N N R E N N N • V • •f1 O O T T T {p t0 T cD m m • m m I� h f� f� I� h I� r r I� 1� I� I� I� f� I� 1� I� m m m m m m R p W G d d o d d o d d o o d o d d o d d o d d o, d d oio d o d o o d o L p o o 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 o 1 0 0 oil 0 0 0 0 0 0 I 0 0 0 c m rl co co m co •• co co rl rl co co m cq co ch co c'� rl r> co cl co rl m co ch 1 m co c� m c W 0 n LL m ¢ - - - -- - ------------- - ---- LL J N E -_Q-_�______________ ______ __� ______ Ir_ E N C O LL Q 0.6 ___ t__J_______-_ V M __ ______________ ______ __J_________ __--_ /AC Z V� __LL J__ ______________ ______ __C_________ ____________ ________ ___________3 ICU W — W N « W O « u a - - _-- -------------; ------ --� -� f -■-f----1 --�c a = W L --- -- ---- -- - ----------- 5 m� O ■ y c ■ t� g'- - 3- W --�- --0-------m L AM g' ■ ■ m 4 —" ycy LL — a u- r =C �ji d ■ E E E A_____U_dl-LL ____Y00_ C o c7 c v _ CO a LL m ;a r --- -;T - -rt-_-� - -----------N - - --- _----- -� a-- a - > W H M C C W _ j J J '.' O J 7 m CD O Ol 1 1 > J .. W > 0=1 > > = m W LL = S W C > J > > w J W > _ ___ LL W � > u x c O > LLI 2 m >_ � ___ - _______Jm m . m > m > QO0 x = W J _ LLI LLIW m x WO F J> m> ------ ---- _m--'-------- -----xo-___ _ m m m m p> x J -0 ----- --- ------ -------w - tI.yzyg M Ul-o m x m y m mA l���� ------------ ------------ ------------ a m -- - n N O r� N N' N Z Lu - -------- -------------- ------ ------------ ------ ------------ J m W CL C m - -------- ------ ------- ------ - ----------- U V > ----------- ------------ -------- - -------- ----------—-- ------ ------------ ------------ -------- ----------— C N Z - C o W J c o o m en m 1 m m m I m m m m m m m m m m m m m m m m Y d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 °J o CO co Q = F- 0 0 0 0 0 a a a s c7 a 0 a �a o 0 0 0 () Z Z J J J J J U Z J J J J LL D D D D D Z) Z) W W W W W 7 W W o c� i s N o a s a DID � U N N N O N N N N N O O O N O N N N N N N L m m m xx W fn O O o 0 0 o O p o p O O o O o o O O O O o p p O o 0 0 o Y Z Z J J J J Z J a J U 0 c7 U 0 0 a a Z J J J J S S 7 D LU 7 D D D D ::) 7 W W -> CO a a 6 a a a a s a s a (n (n c�0 m > m O O N N V N O O N a N N N O O m m m N m O r N O N N M N O N N r N O r 0 0 0 — m V CD m m m 00, O _ w d U c VV p Y m a 4 im x m N E 3 m m c > m U0 3 v, _ �+ E m m t E E ~ r C7 C3'3 g 3 > U 3 m U c' rn g c m U' -0 m c — € € > rl m C7 0 0� c U a U LL > g o F- 06 2 a s W W E DLLs V c c a m m `c_ �' m�0 D � m E ULL m ¢ E o m 0 o m m W a 2 3 U a w S a > U !A (n U U = (7 H w LL U o 0 o v ¢ a D (° 5 S 5 5 S S S S S S S S S S S S 5 5 5 5 S 5 S 5 5 5 S 5 ' a p J J J J J J J J J J J J J J J J J J J J J J J J J J J J O N Q — c > > > > > > > > > > > > > > > > > > > > > > > > ¢ E w w w w w w w w w w w w w w w w w w w w w w w w w w w w o �? x = x x = = x 'x = = x = _ = = x = = = _ = =,= _ = x x x N O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o l 010 0 0 0 0 O m m m m m m m m m m m m m m m m m m m m mIm m m m m m 'm >� cc O O O O N O O O O O O O O O O p O O O O O O O O O O O N O ^ N O O O N O N N m N C O O V N O • � N m O N o N m 0 E y O T ' m m O O O N N N N N • M m m V N m m I� m m 1� ca W w Y (a= m m m m m m m m m m m m m m m m m m m m m m m m m m m m t6 Q W 0 0 0 0 0 0 0 olo 0 6 o d o ' o 6 6 6 0 0 0 0 0 0 6 6 6 o O L m p O O O O M O O O O O O O O O O O O O 0 0 0 0 0 O O O M M M M MM M M M co M MM co M MM co ... y wm• U� C LL 0 CC - -------- -- -- ---- -- -- Q --- ----I -- - - -------------------------- -—---- ----IIL----- ---------- - ' W MC5 yXX r yy 0= orF4-------------- ------- --------- -----c-y --------- --Q-f---- Nw c E E c --L- -c -tr------------- ------- ---------- ---a- -- ---- - a E ---- C u 6 - U c = LL d o rn -- _ E w ONradr- --� s JQJ� a 9 w r � L m c c 2 a rn 7 N a 3 'n a L • 8i a _______ ---W L-___O __ wa. ' __9Y _'�_ ___ r E-C- - «_ d d a W ` y c u V E d ---7 0 Q --� $-�-X-a- {y/J� = W-v-a t O ---«- �--$- -a--- d c b J L iCY L- � - �_0 J ¢ 8 d CA Nn 2 E x Y n d a ' w d O ' , D - -S - �_-_ --c-U y - - CIO , J „ ,., J « 3 W G Q 2 2 a J W C > - J W d W « 8 Q O x 0 m m m x LL --- -- r 4 - -® --®-- �y IM 1 � ---------- -� m{ CC An O LL m ccO-m--0 O- - - --- --------------------�- m m m m O O ---®-- z ----- --- ------------- r ---- ----- ---------- ---------- l ------ -- ------- - ----- ---------- --------------------- 0 y iUum- _ ____ __________ __________ __________ Q N O O � O N LU Nn N ------------------------------ ------- ---------- ---------- ----—--— Z---------- J ------------------------------ ------- ---------- ---------- ---------- ---------- m W Q W CN ----- c Va -- - ---------- ---------- m -—------------------—------- ---—-- ---- ----- ---------- ---------- ---------- L N Z N C O W +' O LU >.c m m m m m m m m m m m ^ m m m m m m m m m m m m m d 0 0 0 0 o p o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o Q W e > >'> U U Z F- ~ ~ ~ U Z Z m m m m m m m m m m m m V wLL ¢ O'0 w w ¢ U U U U U w ,¢ ¢ w w w w w ¢ ¢ ¢ a a s � U Z Z m m -� O O O O O .i w W w w ¢ ¢ ¢ O N N N O O N N N N O N O O O N N O O O i 0 m m m m W p O O O U U O O O O O O m O W w rn 2 U U W W W U U U W W Z Z Z m m m m m Y mO O O ON tNO O O O N Obi O m N O> w 2 ILL O f0 N M M N O �- N N N N N N M O N N N O N m O j O N N N � NO z N U1 O O O O N m t0 N O O lq A N ¢ m d T 0 U <0 - w a` U m c n E E E E a a o _ w w ii E z) w E rn m v m a a o o m m c L c c U v E v� a E a m F- H ILL v 1b °� a= O O m R m d q d E N d 111 a m m o a w U a m d m w 9 ✓✓d d z $ a t s c m a u d d d '0 a O e- ry p o o r U a� d , m in in w 2 0, c? �o a, _ _ O c ¢ U - 3 o c- o 0 o v J 2 2 Y Y a ¢ I,.� a U 3 `c_ o_ O O `o o N � m 6 Q > S S S S 5 S S S S LU d W Q d ¢ d ¢ ¢ ¢ l� Q W = ca ¢ n (pJ J J J J J J J J J J j O N C O O _ _ _ _ _p • N N N m d > N d l N N N p O O 2 2 O O O O O O 8 ¢ E> > > > > W > > > > > 8 8 O O 8 8 O O O O O w w w w w w w W w W cc m m m m m `o `o m m m m m m m o`n 2 2 2 2 2 c 2 2 2 = 2 2 2 2 2 = 2 Y Y 2 2 2 2 2 2 2 N O O O O O °' 0 0 0 0 O O O O O O 0 m m O O O U O O O� m m m m m ¢ m m m m m m m m m m m mlm m m m m m m m m • • N 0 N O O O O O O O 7 V O N O O M O O O O O O O cc O N a O O (0 • � O N_ <_ m rn rn rn rn rn ny ny ny y • r0 r0 rN • g r7 m r° v v v v a s m 0`0 rn rn rn rn rn rn o 0 0 0 0 0 o 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 o O L p M M M • M M M M M • M M M M M M M • 0 0 0 0 o a CIO 0 0 0 0 0 0 o 0 0 0 0 o 0 0 M • M M M M M M M M M M M M M M M M M M • M n LL 0 x - ------ --- -------------- ------------ ---- - -- -- -------- - --- LL ~ m m C s C y C.) —Zcw m-y CE L�LA.- ]-I- _____- c 2_-c�----- -- - =__ E m a-c-c- a cc cc o cc S N w ----CL-«----Y- r.L H� =--- _0-0- ----d- p ai - w 20 c 2 c a m -- - - - - ------LL-----e'er+= ems+--p6 -- �---------------S -----E --a -- LL------- y ¢ ¢ �1- 2 2 --- - ----------------------------&------------- ----------------- a O O m ID ------------ ---------------------------------- ---------- ----------------- U. z � zz �33 --- --------------- ------------------- ---------- ----------------- s; 8 Z -------- --- ---------------------------------- ---------- ------------ w3a� a w� w y -------- �II�I�ICIII� -------- --- -------------------------- a N O ^7 8' i lL ________ ___ __________________________________ m Z U) C_____ W---___�______ C G -----—-------------- ---------- ----- V V � ------------ ----___----_________--------______ _________________________ y C ___ C N Z N C 0 W cr W W W W J�WH o 0, 0 _N ZWWOCNO) OD❑WOO(tDD ❑WONNW ❑WWOiA yO pNO NW W W O� 0O oOWO 0r0� ❑O0^0 ❑W0N -❑m0WN> WoN Y Y cQ� V>(a ¢ ¢ 0 0 0 0 0 O 0 0 wW S aa z > U U U CQ �) a ¢ ¢ aaLL D D D D z o a 'v O O Z ❑ ❑ NN N N OM M CCW CO OD O O 0 p O O O L2 ¢ ¢ ¢ Cc F- > U 0- > U Z Ua a a a a U U O w O LLI am w w w O Z ❑ 0 M ' O O N m 0 i- - O 0 N Q N N N N N N N N N N N N t D m 0 p m T � V 0 - w Ll U tl1 c LL w 'p es .2 > > m y th r C T 0 4 c m w w co ° m °-m' as a a m S w U a > > 0 a ❑ t y o c c 4 F- = o 0 o v m E 2 2 ❑ a�i d m m 4 4 c o. o rn Y Z Z 0 w y y a a ¢ a LE a U c c 3 c `A' `�' E E U m 2 j Q n U p� p� m m L Ts 1 F R U w C L CL o N p C 01 O 8 0 m a O m m LL m C a c = Z N m m ¢ ¢ m CC m CC CC m • U U c6 sa w LL C O y d m O d CL O y 2 2 2 2 I 2 2 2 2 2 a E a E E R m '� c 45 O O O O O O O 0 0 0 0 > _ > > v m 3 m c ¢ m m m m In m m m m m T a m a Ll m LL LL m 2 , U `7 cO O O LL LL ❑ m a. 0 0 N� o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o E W eD O O O W O_ N_ V W O V N 0 0 N O N V n a W Of N W03 - tND .�.. tC .m. N N N N N N N N N N N N N N N N N N Lp ❑ M a a o 0 0 0 0 0 0 o o 0 0 0 0 0 0 0 0 0 0 0 u 0 55�� 0 0 0 0 0 ❑ L ❑ 0 0 0l0 0 0 0 '0 00 0 0g o 0 0 0 0 0 0 0 �25 0 0 0'0 0 ch c7 ch ch �� c� ch m Cl) m c� N N N N N N N N N N • N N N N N N N ;° c iC UJ Li ❑ CC Scope Documents Under s@rat� cover /�SN Mortenson construction Estimate Narrative Kent Events Center Maximum Allowable Construction Cost (MACC) Estimate July 261h9 2007 GENERAL CLARIFICATIONS The following general comments apply to the project in its entirety and are summarized in this section for clarity. • The MACC terms and conditions letter (attachment #4) is included by reference as an integral part of this narrative describing risk management elements and approach, allowances and contingencies appropriated to respective scopes of work • This estimate includes costs reductions, as described in attachment no 01, creating new scope of work package values in order to reduce the overall cost of the project These reductions are independent and exclusive of any other future modifications which may be required because of design modifications to the established budget and/ or previously bid packages of work In the event any modifications cause the budget to t exceed the estimate or value of previously bid packages, the team agrees to make the necessary revisions and/or the Owner shall agree to issue a change order for the respective cost and/or schedule impacts. • Mock-ups, if any, shall be incorporated into the final assembly of work. • All work is shall be performed, in accordance with the attached schedule, which contemplates normal working hours.We have not included overtime premiums or special work schedules beyond 40 hours per week • Mortenson shall be considered the GC/CM and any other contractors (including Vendors, Contractors, etc hired directly by the Owner or tenants) working on-site, while Mortenson is in control of the lobsite, shall meet all Mortenson requirements, including, but not limited to, coordinating work with Mortenson and following Mortenson's Zero Injury Program • Any specific trade names used in this narrative are provided for a performance specification basis only, other"as-equal" manufacturers may be used in lieu of those named herewith, and the performance basis is used to assist in developing pricing baselines • The order of precedence for determination of scope shall be: ■ Estimate detail ■ This narrative ■ Design documentation. • The MACC estimate contains allowances defined as follows ■ MACC allowances These allowances are carried as complete building system costs (e g. landscaping, exterior enclosure, etc) Adjustments to MACC allowances will incorporate the direct costs of the work plus all applicable mark-ups which will be reconciled against the contact allowances and will subsequently modify the contract via Owner change order Page 1 of 32 Esm Mortenson • construction ■ Specified allowances Individual bid packages may contain specified values for specific scope not quantified and/or yet to be completely designed Adjustments to Specified allowances will incorporate the direct costs of the work plus all applicable mark-ups and will modify the contract via Owner change order in addition to trade contractor package change orders as applicable • The following estimate clarifications are included as part of the MACC estimate documents, noted in appendix A, and the associated detailed cost estimate for the construction of the new Kent Events Center The detailed estimate is based on information contained in the documents, our interpretation and understanding of the design intent, and the following The following elements have been specifically excluded from the estimate. • Land costs, development fees, or other costs associated with the acquisition of the property • Design and engineering costs and/or construction administration costs associated with civil, landscape, architectural, structural, mechanical, electrical design services including specialty sub-consultants under their respective discipline • Geotechnical, hazardous material surveys or other exploratory costs • Builder's Risk Insurance and deductibles (to be provided by Owner) • Washington State Sales Tax • Any and all costs associated with third party special inspections and testing • All permits, plan check fees (if required), and all other City of Kent fees. • All utility connection charges and assessment fees • Any and all costs associated with property, utility, railroad or other easements • Off-site mock-ups or off-site testing • Any and all work associated with unsuitable soils and remediation of same. • Testing, removal, handling, disposal of any hazardous materials, including but not limited to, contaminated soils If necessary, this work shall be performed by the Owner. • We have not included any costs for extraordinary escalation Should events occur which act to create extraordinary costs escalations, the project team shall address the cost and/or schedule impact outside the boundaries of this Agreement Extraordinary escalations include those precipitated by a force majeure event, subcontractor insolvency or unprecedented conditions of supply and demand The following timelines shall be met in order to provide an uninterrupted work flow and to ensure timely material and equipment deliveries to the project site. • Standard submittals, as defined by the GC/CM, shall be reviewed and returned to GC/CM in ten (10) working days or less • Critical submittals, as defined by the GC/CM, shall be reviewed and returned to GC/CM in five (5) working days or less (including, but not limited to, the list below). ■ Augercast Piling ■ Precast ■ Reinforcing Material ■ Structural Steel ■ Mechanical ■ Electrical Estimate Narrative Page 2 of 32 Kent Events Center MACC Estimate July 26th, 2007 =o& . Mortenson construction • Critical Requests for Information (RFI's), as defined by the GC/CM, shall be reviewed and returned to GC/CM in three (3)working days or less (including, but not limited to, the list below) The following is a summary list of the attachments referenced throughout this document. These attachments shall be included, in their entirety, as part of the MACC agreement. • Attachment Number 01 —Overview of MACC Pricing Assumptions • Attachment Number 02— Mortenson Construction Room Finish Schedule • Attachment Number 03—Owner generated Fixtures, Furnishings, and Equipment (FF&E) List • Attachment Number 04—GC/CM to Owner terms and conditions letter • Attachment Number 05—MACC basis of estimate plumbing fixture cut sheets. • Attachment Number 06— MEP responsibility matrix • Attachment Number 07—MACC basis of estimate partition type locations • Attachment Number 08— MACC basis of estimate lighting fixture cut sheets. Foundations The following elements of work included in the Foundations (Uniformat Level 2 Summary) have been bid in previously released GClCM bid packages and lump sum pricing from the low responsible trade contractor has been incorporated into the MACC as the basis of this estimate. The bid package documents, in their entirety, shall be included as part of this MACC narrative • via reference and shall be referenced for specific scope of work descriptions associated with each individual bid package • Casual dewatering, the removal surface water or rain, has been incorporated as part of Bid Package 101 (Earthwork) • Structural excavation has been incorporated as part of Bid Package 101 (Earthwork) • Piling/Deep Foundations has been incorporated as part of Bid Package 102 (Piling/Deep Foundations) • Cast-in-place concrete reinforcing has been incorporated as part of Bid Package 103 (Steel Precast/Concrete) • Cast-in-place concrete has been incorporated as part of bid package 103(Steel/ Precast/Concrete) • An allowance for under-slab drainage under the structural slab at the ice floor has been incorporated as part of BP-103 (Steel/ Precast/ Concrete) • An allowance for water proofing/ rigid insulation under the structural slab at the ice floor has been incorporated as part of bid package 103 (Steel / Precast/Concrete) Specific Elements of work not included in the aforementioned bid packages and not specifically excluded below have been addressed as follows. • We have included an estimate for pile layout and pile cut-off for permanent Augercast piling in the MACC estimate • We have included an estimate for layout, installation, and cut-off of additional Augercast piling under the event floor to accommodate additional loads imposed by a crane required for structural steel and precast stadia erection activities a Estimate Narrative Page 3 of 32 Kent Events Center MACC Estimate July 26`', 2007 M n.. w 1 Mortenson • construction • The estimate contemplates concrete placement activities during wet weather as is commonly practiced locally Slab imperfections caused by"rain-out'conditions shall be repaired using common wet weather concreting practices The following elements have been specifically excluded from the estimate. • Any and all testing associated with foundation element loading requirements, etc • Over-excavation and any associated remediation work(export, import, compaction, etc) for any native soil that is deemed unsuitable by the geotechnical engineer/inspector • Capillary break system under the structural slab-on-grade has been eliminated per the structural engineer Epoxy coated, stainless steel, or high grade/high strength reinforcing materials • Grinding or other methods to achieve a "polished"finish for exposed concrete floors Basement Construction • We have not included any basement construction for this project None is noted/ required within the scope of the project. Superstructure The following elements of work included in the Superstructure(Uniformat Level 2 Summary) • have been bid in previously released GC/CM bid packages and lump sum pricing from the low responsible trade contractor has been incorporated into the MACC as the basis of this estimate. The bid package documents, in their entirety, shall be included as part of this MACC narrative via reference and shall be referenced for specific scope of work descriptions associated with each individual bid package. • Cast-in-place concrete reinforcing has been incorporated as part of Bid Package 103 (Steel Precast/Concrete) • Cast-in-place concrete has been incorporated as part of bid package 103 (Steel Precast/Concrete) • Specific elements not identified on the BP-103 documents have been accommodated as follows, ■ 490 If of two (2)foot high, ten (10) inch thick, conventionally reinforced, cast-in- place concrete mechanical equipment support curbs • 538 sf of six (6) inch high, conventionally reinforced, cast-in-place concrete mechanical equipment pads • Precast concrete has been incorporated as part of Bid Package 103 (Steel/ Precast/ Concrete) • Structural steel has been incorporated as part of bid package 103 (Steel/ Precast/ Concrete) • Metal decking has been incorporated as part of bid package 103 (Steel/ Precast/ Concrete) Estimate Narrative Page 4 of 32 Kent Events Center MACC Estimate July 26`h, 2007 08M Mortenson construction Specific Elements of work not included in the aforementioned bid packages and not specifically excluded below have been addressed as follows. • Spray-Applied, "mono-koW'type product,fireproofing has been incorporated at all areas South of grid line 11 25, and following the event bowl radius, at primary structural steel members up to the bearing point of long span truss bottom chord • The estimate contemplates concrete placement activities during wet weather as is commonly practiced locally Slab imperfections caused by"rain-out"conditions shall be repaired using common wet weather concreting practices The following elements have been specifically excluded from the estimate. • Epoxy coated, stainless steel, or high grade/high strength reinforcing materials. • Grinding or other methods to achieve a"polished"finish for exposed concrete floors. • Any and all costs associated with achieving precast concrete stadia tolerances beyond those required by the PCI • Any and all work associated with the implementation of building seismic joints, none are noted or required by the project • Spray-applied fireproofing of metal decking, long span trusses, braced frame cross- members, miscellaneous metal elements, and ALL back-of-house structural steel • Intumescent coatings or other products of similar performance characteristics • Any and all superstructure to accommodate "Observation deck" over box office area • Any and all work associated with providing Architectural Exposed Structural Steel (AESS) • Exterior Enclosure The detailed estimate for the Exterior Enclosure(Uniformat Level 2 Summary) is based on information contained in the documents,our interpretation and understanding of the design intent, and the following: • The Exterior Enclosure work has not been thoroughly defined Therefore, an allowance is being carried in the amount of$3,770,000 The following information provides further description of the elements intended for incorporation into the Exterior Enclosure. • Concrete masonry units are to be standard sized 8x8x16 cmu, with specials included (e g bond beams, corners, etc ) as required by design CMU shall be standard grey in color with a 1-side ground face finish, excluding any W R Grace Dry-Block or similar additives for the CMU and mortar, placed in a standard running bond • Back-of-house CMU reinforcing was estimated at 892 If of wall in the following configuration, #4 rebar at 16" O C x 25' high • A silane sealer, as quantified in the estimate detail, has been included on the exterior CMU • An anti-graffiti coating, as quantified identified in the estimate detail, has been included on the exterior CMU. • The back-up system at all wall and soffit panel systems shall consist of 6"structural studs, 6"thermal batt insulation, 5/8""dens-glass"type exterior sheathing, and an air barrier • The long span roof North and South elevation, event seating halo, and cross-aisle exterior metal panel shall consist of a profiled metal panel similar to"AEP HR-36" Estimate Narrative Page 5 of 32 Kent Events Center MACC Estimate July 26'h, 2007 Mortenson • construction • The suite level exterior metal panel shall consist of a flat metal panel similar to"Morin F-24" • The current intended design of the exterior event level concourse soffit panel consists of an exposed fastener, 18 gauge flat un-backed stainless steel metal panel The back-of-house roof level mechanical screen, as quantified in the estimate detail, consists of a tube steel support system, attached through the roof to structural steel members, structural stud infill system, between horizontal and vertical tube steel members, to support a profiled metal panel matching the suite level panel system • Exterior flashing shall be standard pre-finished sheet metal with a standard color "kynar"finish. • Standard hollow metal doors and frames • Power, insulated, overhead sectional doors will be provided, as indicated in the estimate detail, at the loading dock • The basis of design for the exterior storefront system is standard clear anodized Kawneer "Encore"- 6" shear block system or system of similar design characteristics. • Six (6) box office ticket windows with stainless steel transaction tray • Exterior door hardware shall be standard duty, plated pressure cast zinc finishes, cylindrical through-bolt lever lockset or latch-set assemblies Nine (9) electric lock assemblies as required by the access control system • Eight (8) each exterior ADA door operators • Fireman's key"Knox" box • Exterior louvers shall be metal with a standard"kynar"type finish. • Moisture resistant GWB soffit at emergency egress doors alcoves. • Painting has been included for the canopy assemblies, exterior hollow metal doors and frames, and the grout filled structural steel columns at the South Elevation. • Exterior code signage (building address numbers only) • As part of the enclosure allowance, we have accommodated a modest budget for exterior building mounted graphics • As part of the enclosure allowance, we have accommodated a line item budget for South Elevation Suite level sun control devices as directed by the Design Advisory Group (DAG). The following elements have been specifically excluded from the estimate. • Specialty block types (e g colored, special aggregates, split-face, scored, or combinations (split/score)) • Integral block and/or mortar additives. • Suspended thermal bait insulation at the underside of floor or roof structure spaces. • Stainless steel column covers, and/or Architectural Exposed Structural Steel (AESS) finish level at the six (6) grout filled columns on the South side of the budding • Stainless steel (other than event level concourse soffit), aluminum or other ornamental metal materials associated with flashmgs or other"trim" elements • Perimeter fire sating assemblies at suite level floor intersection with the exterior wall • Custom color joint sealants • Custom glazing (e g. "clear" glass, tinting, ballistic resistant, STC ratings, or non- standard glazing panel sizes) • Exterior"Ram-screen"systems of any kind • Metal panels on backside of parapet or screen walls Roofing system to extend vertically on back side of parapet • Exterior building maintenance equipment Estimate Narrative Page 6 of 32 Kent Events Center MACC Estimate July 26'h, 2007 08M Mortenson • construction • Work associated with E I.F.S will not be considered by the GC/CM • Internal window blinds integral to aluminum window and/or door systems • High performance coatings (e g Epoxy, Tnemec, etc)for exterior paint applications • Poster cabinets and other display elements shall be included with the Owner/tenant FF&E budget • Pest control (e g bird spikes, etc.) • Exterior building mounted electronic signage Roofing The detailed estimate for Roofing (Uniformat Level 2 Summary) is based on information contained in the documents, our interpretation and understanding of the design intent, and the following: • The roofing system has not been thoroughly defined Therefore, an allowance is being carried as identified in the estimate detail The following information provides further description of the elements intended for incorporation into Roofing. • Roof blocking assemblies, as identified in the estimate detail, to accommodate roofing transitions (e g roof to parapet, roof to exterior wall, etc ) • Mechanically fastened thermo plastic roofing system at all roof areas, including back- of-house, suite roof, and long span roof areas • Roof walk-way pads, as identified in the estimate detail, to accommodate travel from roof hatches to roof level mechanical "equipment yards" • Roof flashmgs shall consist of sheet metal assemblies with a standard "kynar"type finish • The long span roof"framed"gutters shall consist of plywood box"framing" material, and a sheet metal lining with a standard "kynar"type finish • We have provided for three roof hatches, one (1) at each of the two (2) egress stairs with access to suite level roof and one (1) from the back-of-house with access to the back-of-house roof • We have included quantities and values, as identified in the estimate detail, associated with the construction of canopies (material elements TBD) on the East, West, and South elevations • We have included provisions, as identified in the estimate detail, for long span roof area tie-off points for life safety. The following elements have been specifically excluded from the estimate. J • Any and all work associated with skylights and/or clerestories • Stainless steel, aluminum or other ornamental metal materials associated with flashings, gutters, and other"trim" elements • The building operator shall be responsible for"leading edge"safety procedures at all "flat" roof areas (e g back-of-house, and suite roof areas) We have not included any provisions for "flat' roof parapet tie-off points Estimate Narrative Page 7 of 32 1 Kent Events Center MACC Estimate July 26`h, 2007 man.. Mortenson construction Long Span Roof System The following elements of work included in the Long Span Roof System (Uniformat Level 2 Summary) have been bid in previously released GC/CM bid packages and lump sum pricing from the low responsible trade contractor has been incorporated into the MACC as the basis of this estimate. The bid package documents, in their entirety, shall be included as part of this MACC narrative via reference and shall be referenced for specific scope of work descriptions associated with each individual bid package. • Structural steel has been incorporated as part of BP-103 (Steel/ Precast/Concrete) • Catwalk and rigging steel has been incorporated as part of BP-103 (Steel/ Precast/ Concrete) • Acoustical metal decking has been incorporated as part of BP-103 (Steel/ Precast/ Concrete) Specific Elements of work not included in the aforementioned bid packages and not specifically excluded below have been addressed as follows. • This Uniformat level 2 section is inclusive only of the structural steel truss, rigging and acoustical deck system previously bid and incorporated as part of BP-103 (Steel/ Precast/Concrete) The following elements have been specifically excluded from the estimate. • Owner to provide and install the scoreboard hoist assemblies, prior to ice slab installation • • Poly wrapping of insulation at acoustical deck. • Stage rigging systems • Catwalk and rigging fall restraint systems. i Interior Construction The following elements of work included in the Interior Construction (Uniformat Level 2 Summary) have been bid in previously released GC/CM bid packages and lump sum pricing from the low responsible trade contractor has been incorporated into the MACC as the basis of this estimate. The bid package documents, in their entirety, shall be included as part of this MACC narrative via reference and shall be referenced for specific scope of work descriptions associated with each individual bid package. • Miscellaneous metals have been incorporated as part of BP-103(Steel/ Precast! Concrete) Specific Elements of work not included in the aforementioned bid packages and not specifically excluded below have been addressed as follows. • Partition types, as indicated in attachment no 07, have been incorporated into the project • Standard grey concrete masonry units (CMU) will be utilized in sizes indicated on Partition Types, sheet A601 • Miscellaneous metals outside of BP-103 have been included as indicated in the estimate detail Estimate Narrative Page 8 of 32 Kent Events Center MACC Estimate July 26`h, 2007 Esm Mortenson construction • Miscellaneous guardrail, handralis, and railings outside of BP-103 have been included as indicated in the estimate detail • An allowance, as identified in the estimate detail, has been included for the development of a screening element above the event level concourse storefront to conceal the exposed area between the exterior concourse soffit and suite concourse level. • In-wall backing and plywood teVdata backer boards have been included as identified in the estimate detail • All interior base cabinets and associated countertops, and wall cabinets shall be plastic-laminate surfaces with particleboard cores • Drink counters, drink shelves, and work-surface tops shall be plastic-laminate surfaces with particle cores • We have provided for solid surface countertops (e g Conan, LG Solid surface, etc) in the event and suite level restrooms • Inboard and outboard concessions transaction countertops shall be stainless steel with particleboard cores. • Wood pegs attached to a stock sized dimensional lumber wall mounted wood support and wood bench tops on steel posts have been provided for the visiting team locker rooms • The home team lockers are constructed of veneer plywood with open faces, an integral bench with a door to create a low storage compartment, and a mid height open horizontal shelf • Acoustical insulation has been provided, as indicated in the estimate detail, in the back- of-house building administration and hockey area ONLY • • Sealants for the precast stadia to precast stadia joints • Interior caulking is only assumed at the interior face of exterior windows and aforementioned joints • All doors are assumed at standard dimensions, fire-rated assemblies will be provided at egress stairs, refrigeration equipment room, and main electrical room ONLY • All wood doors shall be factory finished, standard size, flush wood veneer face, with particleboard cores • Access doors are carried as an allowance, in the quantity indicated in the estimate detail • All interior coiling doors and grilles, as identified in the estimate detail, are manually operated (no interior powered overhead doors) • The interior storefront and entry doors, as identified in the estimate detail, is to accommodate the T-Birds retail store space in the SE corner of the event level concourse, final layout to be determined • Interior door hardware shall be standard duty, plated pressure cast zinc finishes, cylindrical through-bolt lever lockset or latch-set assemblies • Tempered glass at interior relates • Our estimate includes floor mounted, overhead braced metal toilet compartments and wall mounted metal urinal screens with a standard color baked enamel finish manufactured by Bradley or similar • Manually operated, paired, accordion folding partition in the back-of house multi- purpose room, similar to Modernfold 800 Series • Standard, "BobricW'or similar, toilet room accessories have been included as identified in the estimate detail, at all restroom locations Estimate Narrative Page 9 of 32 Kent Events Center MACC Estimate July 26`h, 2007 /R. Mortenson construction • We have included an allowance, as identified in the estimate detail, for interior code signage(e.g. restroom signage,fire alarm room,etc) • Surface mounted, un-rated, steel fire extinguisher cabinets with standard color baked enamel finish and clear acrylic glazing Standard sized multi-purpose ABC fire extinguishers as required. • Standard 12" wide x 12"deep x 30"tier, double tier steel lockers, as identified in the estimate detail, with integral metal bases, and a standard color baked on enamel finish `Lyon model 5242" or similar • Ceding mounted TV brackets, as identified in the estimate detail, similar to"B-Tech— BT-7582" • Interior chain link fencing, man-gates, and double equipment gates, as identified in the estimate detail, secured by bolting to the floor, at North event bowl secure storage and home team secure storage. The following elements have been specifically excluded from the estimate. • Standing and running trim (e g wood base, chair rails, cased openings, crown moulding, etc) • The event level concourse V I P concierge desk, and budding/hockey administration reception desk shall be included with the Owner/Tenant FF&E budget. • Fire caulking of the event bowl precast stadia sections • Wood door frames. • Custom, specialty grade, or exotic wood species for wood door veneers. • Interior aluminum frames at office fronts • Mortised hardware assemblies. • Cipher locks of any kind • Ballistic resistant; glazing, window assemblies, door assemblies or drywall assemblies • "Fire-Lite"or other fire resistive glazing assemblies • Level 5 drywall finish on any and all GWB assemblies. • Whrteboards, tack boards, and other visual display boards shall be included with the Owner/Tenant FF&E budget. • Telephone enclosures • Wall and corner guards • Electronic, advertisement, concessions, and general way-finding signage. • Specialty fire extinguishing equipment (e g chemical, or water) • Padlocks or integral locks for metal lockers • Metal storage shelving Stairs The following elements of work included in the Stairs(Uniformat Level 2 Summary) have been bid in previously released GC/CM bid packages and lump sum pricing from the low responsible trade contractor has been incorporated into the MACC as the basis of this estimate. The bid package documents, in their entirety, shall be included as part of this MACC narrative via reference and shall be referenced for specific scope of work descriptions associated with each individual bid package. • Cast-in-place concrete stair pan fill at ALL steel stair treads has been incorporated as part of bid package 103 (Steel/ Precast/Concrete) • Estimate Narrative Page 10 of 32 Kent Events Center MACC Estimate July 26`h, 2007 R. Mortenson construction • Steel vomitory stairs and handrails have been incorporated into BP-103(Steel! Precast/ Concrete) • Pre-engineered egress stairs, pipe handrails and railings located at the NE and NW corner of the event"bowl' have been incorporated as part of bid package 103 (Steel/ Precast/ Concrete) • Baseline stringer, landing, and pipe handrail accommodations for the V I P and Lounge access stairs, handrails and railings at the SW and SE corners of the event "bowl" have been incorporated as part of bid package 103 (Steel/ Precast/Concrete) • All event bowl aisle, suites, and suite concourse guardrail, handrail, and railings have been incorporated as part of BP-103(Steel/ Precast/Concrete) Specific Elements of work not included in the aforementioned bid packages and not specifically excluded below have been addressed as follows. • We have included provisions, as identified in the estimate detail, for upgraded stairs, landings, and handrails for the V I P and Lounge stairs located at the SW and SE corners of the event level concourse • We have included ships ladders for suite concourse access to suite roof level roof hatches in two (2) locations • We have included galvanized roof ladders, as indicated in the estimate detail, for access from the suite level roof up to the long span roof areas, and down to the back- of-house roof level. The following elements have been specifically excluded from the estimate. • Architecturally Exposed Structural Steel (AESS), clear coating, or other extraordinary finish requirements for feature stair components • • Precast stair treads of any kind. • Stainless steel or other ornamental metal materials at stair or railing components • Soffit or other built-up finish assemblies on the underside of stairs or stair landings Interior Finishes The following elements of work included in the Interior Finishes (Uniformat Level 2 Summary) have been bid in previously released GC/CM bid packages and lump sum pricing from the low responsible trade contractor has been incorporated into the MACC as the basis of this estimate. The bid package documents, in their entirety, shall be included as part of this MACC narrative via reference and shall be referenced for specific scope of work descriptions associated with each individual bid package. • An allowance to accommodate 20,000 sf of "Crete-Seal'type moisture mitigation has been incorporated into BP-103 (Steel/ Precast/Concrete) Specific Elements of work not included in the aforementioned bid packages and not specifically excluded below have been addressed as follows. • Interior Finishes are per Mortenson finish schedule (see attachment#02) • We have accommodated the build-out of fifteen (15) of the twenty(20) suites shown in the documents We shall be completing the shell only (no wall, ceding, or floor finishes) of the five (5) remaining suite spaces • Standard light gauge metal framing for support of GWB ceding assemblies Moisture resistant GWB will be utilized in areas noted in Mortenson room finish schedule Estimate Narrative Page 11 of 32 Kent Events Center MACC Estimate July 26th, 2007 M.0 BY Mortenson • construction • GWB bulkheads (4'h and 3'w) have been accommodated, as quantified in the estimate detail, at the face of the suite and media spaces only • Standard thin-set ceramic the with epoxy grout system. • Standard 24"x 24" square edge suspended acoustical ceiling the system with a standard color exposed tee suspension system. The more economical option of Vinyl or mylar faced fiberglass ceding tiles will be utilized in the locations noted as"Washable ACT" in the Mortenson room finish schedule • A standard concrete sealer (e g Burke, Dayton Superior, etc), as identified in the estimate detail, has been included for final seal of exposed concrete floors and horizontal and vertical surfaces of the precast concrete stadia • Resilient base shall be a standard 6"vinyl toe base, including corner pieces as applicable, as manufactured by"Roppe"or similar. • Cascadia Sport Systems 1/2" rubber skate flooring shall be "Classic Black" • Sheet vinyl flooring shall be a standard color Armstrong Medintech or similar. • Main kitchen and grill concession flooring shall consist of an MMA floor coating similar to the BASF- SRS Degadur acrylic flooring system • Carpet the shall be utilized in locations noted in the Mortenson room finish schedule and selection will be based on the unit price indicated in the estimate detail • Acoustical lapendary panels having a 1 05 NRC, in sizes, thicknesses and quantities noted in the estimate detail, shall be 1 65# density, PVC perforated face/solid back wall panels using exposed fastener mounting through grommets at the width dimension similar to those manufactured by CMA Inc • We have included painting of exposed braced frame members at the event level and suite level concourse areas only. • • Painting of GWB shall consist of a standard 3 coat system (1 coat prime, base coat, and finish coat). • Painting of CMU shall consist of block filler, base coat and finish coat • "Energy Lines"at event level concourse, vomitory stair treads, and event bowl exit aisle delineation shall be a painted finish • All stairs, handrails, railings, and guardrails shall receive a standard single coat painted finish over a shop applied primer The following elements have been specifically excluded from the estimate. • Any and all work associated with plaster • Gypsum enclosures/"tenting"over light fixtures • Specialty ceramic the (e g "Emzer", or other glazed tile, etc.) • Shake on hardeners and/ or colored finishes at exposed concrete. • Seismic and/or expansion joint cover assemblies • GWB soffits and/or light coves in suites and media area. • Coved sheet vinyl base • Resilient the flooring of any kind Tackable wall surfacing • "Dry-fall" or paint of similar performance characteristics. • Painting of spray-applied fireproofing • Painting of exposed steel in back-of-house areas. • Painting underside of exposed structure (steel, deck and/or precast) in the event level and suite level concourses • Painting of long span roof structural steel, catwalk, rigging and acoustical metal deck • Painting exposed mechanical or electrical system appurtenances Estimate Narrative Page 12 of 32 Kent Events Center MACC Estimate July 26th, 2007 Mortenson . construction • Custom color paints, faux finishes, multi-color paint schemes or murals Conveying The detailed estimate for Conveying (Umformat Level 2 Summary) is based on information contained in the documents, our interpretation and understanding of the design intent, and the following: • We have included one 3,500#passenger jack-less type elevator at the V I P entrance • We shall use only manufacturer standard interior cab finishes, no upgrades have been included • The freight elevator, located at the NE corner of the event"bowl' is based on a 5,000 # lack-less type • We intend to use the permanent elevators for construction use • Utilization of temporary power for installation and testing and permanent power for certification Owner accepts equipment warranties under these conditions. The following elements have been specifically excluded from the estimate. • Accommodations for future elevator installations • Extraordinary warranty requirements • Costs associated with construction use of finished elevators. • Elevator permit for occupational use. Plumbing System • The detailed estimate for Plumbing Systems(Uniformat Level 2 Summary)is based on information contained in the documents, our interpretation and understanding of the design intent, and the following: • Noise, vibration and seismic control will be provided for the appropriate Mechanical Systems • Identification of ductwork, piping, valves and equipment. • Insulation of Mechanical Systems will include outside air and supply air ductwork, domestic hot water/cold water/hot water circulation piping and heating water piping The insulation will be in accordance with the Washington State Energy Code • Testing and Balancing of the Air and Water Systems will be accomplished by an Agency certified by the Associated Air Balance Council or the National Environmental Balancing Bureau specializing in Air and Water system balancing The A-E drawings will state the final design System capacities for reference by the Contractor and use by the maintenance personnel. • Connections to the new sanitary sewer and storm sewer at 5 feet outside the building. • Connection to the new water service and fire water service at 5 feet outside the building • Gas fired, commercial grade domestic water heaters will be utilized for providing domestic hot water and kitchen hot water throughout the building i Estimate Narrative Page 13 of 32 Kent Events Center MACC Estimate July 26'h, 2007 Mons. Mortenson construction • Three central domestic and kitchen hot water systems will be provided One on the east side will provide 120OF to the east side restrooms and Home team showers One in the main mechanical room will provide 120OF to the west side restrooms and Visiting team showers Another hot water system in the mechanical room will provide 140OF water to the concessions areas & kitchen Mixing valves will temper hot water at the fixtures in the restrooms • Floor drains will be provided in all toilet rooms, as required in the Kitchen, and in the mechanical rooms Trench drams will serve the entrance to the ice rink and the ice cleaning room • Hot water re-circulation will be provided on the domestic and kitchen hot water systems to assure hot water at all fixtures • A central gas fired water heater will provide 170 OF water to the Zamboni icing machine • Two grease waste systems, including grease interceptors provided as part of BP-106 Site Civil/ Mechanical Utility trade contractor One will serve the main kitchen and east concession stand and the other will serve the west concession stand Above-floor, mechanical grease traps will be located in the kitchen and concession areas to capture grease before it goes to the grease interceptors In the small concession areas, above- floor mechanical grease traps will be used as needed and will drain into the sanitary sewer • Provide roof drainage and over flow drainage systems including roof drains, roof overflow drams, rain leaders, overflow discharge nozzles and buried storm drainage piping to 5ft outside building line. Cast iron pipe will be utilized for rain water leaders and overflow drain piping • Due to the lack of site sod load bearing capacity, piping provided below floor slab will be supported from the floor slab This includes drainage, waste and vent piping. Plastic pipe will be utilized for under-slab waste and vent piping • Instant electric water heaters will be provided for lavatories and sinks on Suites level Back-to-Back sinks will share a single point of use water heater, which will be mounted under the counter • Plumbing piping connections, including hot water, cold water, drain and natural gas (if required) will be made to concessions and kitchen equipment furnished and installed by others • Plumbing and Drainage facilities to be of heavy duty construction and of vandal- resistant type and arranged to provide for future flexibility in budding layout • All plumbing fixtures and trim shall be provided in type and quality indicated in attachment No 05 Hose bibs shall be provided on event floor area to serve exhibition booths Freeze-proof hose bibs will be located in secure wall boxes on the exterior of the budding • A natural gas distribution system will provide natural gas to the kitchen equipment, the water heaters, and the roof-top air handling equipment. The following elements have been specifically excluded from the estimate. • Any and all work associated with seismic joints • Main kitchen and concession plumbing fixtures Estimate Narrative Page 14 of 32 Kent Events Center MACC Estimate July 26th, 2007 Mortenson construction Heating, Ventilating & Air Conditioning (HVAC) Systems The detailed estimate for HVAC Systems(Uniformat Level 2 Summary) is based on information contained in the documents, our interpretation and understanding of the design intent, and the following: Heating, Ventilating and Air Conditioning (HVAC)System • All occupied areas of the budding except the kitchen will be air conditioned with ducted air handling systems System design will comply with ASHRAE Standard 621 Ventilation for Acceptable Indoor air quality, Washington State Energy Code and SMACNA DesignlSeismic Standards • A minimum of four feet of clearance will be provided around all mechanical equipment wherever possible As a bare minimum, clearance will be provided on one side of each air handling unit and fan coil unit for maintenance access and cod removal In this case, all access doors into the units will be specified on one side • Noise, vibration and seismic control will be provided for the appropriate Mechanical Systems Sound attenuation requirements will be as recommended by the Acoustical Consultant Pending an acoustical analysis, we assume that sound attenuators will be provided at the outlet of air handling unit supply fans and at the inlet of return fans. • Identification of ductwork, piping, valves and equipment shall be provided • Insulation of Mechanical Systems will include outside air and supply air ductwork, domestic hot water/cold water/hot water circulation piping and heating water piping The insulation will be in accordance with the Washington State Energy Code • Fiberglass duct liner will be used for thermal insulation Air handling unit casings will be 4-inch thick construction with fiberglass lining and an acoustical perforated metal liner Fan coil units will be single wall construction with 1-inch thick sound lining • Testing and Balancing of the Air and Water Systems will be accomplished by an Agency certified by the Associated Air Balance Council or the National Environmental Balancing Bureau specializing in Air and Water system balancing The A-E drawings will state the final design System capacities for reference by the Contractor and use by the maintenance personnel • Seating/suites/Event Floor/Concourse Area To maintain good indoor air quality an east and a west HVAC system each capable of delivering 75,000 cfm of outdoor air will be provided Seating/suites/events areas will be air conditioned by two 55,000cfm roof top custom au handling units each operating in parallel with two 20,000 cfm custom dehumidification (desiccant wheel) air handling units A medium velocity air distribution system will convey air to the seating area the suites A Direct Digital Control (DDC) system will monitor and control the system Each air handling unit will be vibration isolated and equipped with a supply fan, dx cooling coil, indirect gas-fired duct furnace, 30% pre-filter, 65% 12 inch thick final filter, and economizer mixing box Each dehumidifier will be equipped with a desiccant dehumidification wheel, dx pre cooling coil, dx post-cooling coil, a supply fan and gas-fired reactivation air system with exhaust fan Each Air Handler will be equipped with air economy cycles to provide free cooling with outdoor air Carbon Dioxide sensors in the occupied space will override air economy cycle and increase percentage of outdoor au when necessary For efficiency air supplied to seating area will be drawn through concession area and either exhausted or returned to Air Handling Units Estimate Narrative Page 15 of 32 Kent Events Center MACC Estimate July 26'h, 2007 =as W. Mortenson • construction • Smoke Control System- In order to maximize seating area, a smoke exhaust system in compliance with IBC section 909 will be provided Two 75,OOOcfm smoke exhaust fans will exhaust smoke from high bay roof, and four 25,OOOcfm smoke exhaust fans will exhaust smoke from the concourse level On the concourse level a fan will be provided to draw smoke from each of the four corners and all fans will be roof mounted These systems will be connected to the emergency power system This system will be interlocked with the air handlers to command the air handlers to operate at full capacity with 100% outside air The system will also command the automatic handicapped access doors and loading dock overhead doors to open to allow outside air to flow into the bowl area • Main Kitchen & Two Concession areas Grease exhaust fans, a dishwasher exhaust fan, and related stainless steel ductwork will be provided as required for the main Kitchen equipment Two gas fired make up au units will be provided to make up air exhausted by the kitchen fans and provide space ventilation A grease exhaust fan will be provided for the northeast concession area and one for the southeast concession area as required for kitchen equipment Air for these fans will be drawn from the concourse level 16 gauge welded black iron connections will be made to kitchen hoods supplied and installed by others • Admin Office Area, Home Team Dressing Room, Visitors Dressing Room, Referees/Event Area Each of these spaces will be air conditioned with roof top heat pump unit, supplemental electric heating cod, air distribution system, CO2 monitor, and packaged controls • Non-re-circulating Building Exhaust Concourse Toilet rooms will be served by four roof top exhaust fans and related exhaust system Likewise the home team dressing room and visiting team dressing room toilet/shower rooms will be served by roof mounted exhaust fans and related exhaust system The officials dressing area will be served by a roof top exhaust fan • Main Level Box office/VIP Lobby /office To maintain comfortable environment for these areas, an air conditioning system complete with suspended air handling unit (AHU-3), roof-mounted heat pump, low velocity air distribution system, CO2 monitor, and controls will be provided An individual system will allow these spaces to be comfortable even when other HVAC systems are off line • Multi-Use/Flex space at south end of Suites Level To maintain a comfortable environment in the large assembly areas at the south end of the Suites level two standalone heat pumps each complete with low velocity air distribution system, CO2 monitor, and controls will be provided These individual systems will allow these spaces to be comfortable even when other HVAC systems are off line and will allow the city to use these spaces for special events • Clothes Dryer Exhaust System Aluminium exhaust duct from each dryer vent to exterior with lint trap will be provided • Mechanical Room The Mechanical Room will be cooled/ventilated with outside air using a roof mounted supply fan and relief louvers • Elevator equipment Rooms The elevator machine rooms will be air conditioned to maintain the environment required by the elevator equipment and recommended by the elevator manufacturer A packaged split dx cooling system will be provided. A dx system consists of an indoor cooling unit, an exterior condensing unit and refrigerant piping connecting the two Estimate Narrative Page 16 of 32 Kent Events Center MACC Estimate July 2Wh, 2007 Esm Mortenson • construction • Electrical /Telecommun!cation Room, The Electrical/Telecomm equipment room will be ventilated with outside air to maintain the required operating environment The room will also be served by a separate split dx cooling system which is able to operate continuously and independent of the building HVAC systems This cooling system will operate when outside air is too warm to provide effective cooling A dx system consists of an indoor cooling unit, an exterior condensing unit and refrigerant piping connecting the two. • Refriaeration Room The refrigeration room will be ventilated and heated using a make- up air unit with an indirect gas fired heater, combined with a two-speed room exhaust fan To comply with code the supply fan will be located on the roof and ducted to space An ammonia sensor located in the refrigeration room will send a signal to the exhaust fan to step up to high speed in the event of a leak, and a motor operated damper will open to allow transfer air into the space. HVAC Controls Systems • A direct digital control (DDC) system will be provided to control, monitor and provide time-of-day scheduling control for HVAC systems, and Rink system DDC will control Air handling units, terminal units, Dehumidification units, Refrigeration Room heating/ventilation system, Mechanical room ventilation system and Air handling units DDC system will monitor time of day and start/stop heat pumps • A central Indoor Air Quality monitoring system will collect air samples from various points in the bowl and truck bay and analyze them for CO2 and CO levels • The DDC system will interface with the Air Quality Monitoring system and the heat pumps to monitor CO2 levels measured in spaces served. Using input from the IAQ . monitors in the bowl and truck bay areas, the DDC system will control the outside air dampers on the air handlers, and operate exhaust fans in the truck bay, and the ice cleaning room • We have included final connections to concessions and kitchen food service equipment furnished and installed by others The following elements have been specifically excluded from the estimate. • Mechanical systems commissioning and LEED enhanced commissioning will be provided by an independent firm hired by the Owner. • Any and all work associated with seismic joints • Procurement and installation of main kitchen or concession hoods. Fire Protection The detailed estimate for Fire Protection (Uniformat Level 2 Summary) is based on information contained in the documents, our interpretation and understanding of the design intent, and the following: • All fire protection work shall be in accordance with NFPA standards and applicable state and local codes • We are anticipating that water pressure to the building site is adequate to support the sprinkler system requirements • Connection to exterior supply piping at a distance not greater than five (5)feet from building line. Estimate Narrative Page 17 of 32 Kent Events Center MACC Estimate July 2e, 2007 M. Mortenson construction • We have included a dry pipe fire protection system for protection of the event level concourse exterior soffit We have included a wet pipe fire sprinkler system as required for this facility utilizing the following occupancies, and densities Location Occupancy Density Area ■ Back-of-House Ordinary 1 015 Exposed ■ Event Space Ordinary 11 0 2 Exposed ■ Offices Light 01 Exposed • Class II standpipe with 2 5" angle hose valve, cap, and chain. • Pipe to be of Allied XL, Superflo, or schedule 10 and fittings to be black cast iron, welded, screwed, socket, or grooved as selected by fire sprinkler contractor • All fire protection systems will be trimmed with 1/2" quick response heads • Two-way rough brass FDC and gong located on exterior wall within ten (10) feet of riser location • Alarm valve with water motor alarm, control valve, tamper switch, water flow switch, dram valve The following elements have been specifically excluded from the estimate. • Fire booster pump and associated appurtenances • Sprinkler heads in space between exposed structure and finish ceding spaces • Fire sprinklers located in ducts, kitchen exhaust hoods, or dust and fume removal systems • Window or glazing fire protection system • Any and all work associated with seismic joints. i Electrical The following elements of work included in the Electrical (Uniformat Level 2 Summary) have been bid in previously released GC/CM bid packages and lump sum pricing from the low responsible trade contractor has been incorporated into the MACC as the basis of this estimate. The bid package documents, in their entirety, shall be included as part of this MACC narrative via reference and shall be referenced for specific scope of work descriptions associated with each individual bid package. • Installation, maintenance, and removal of temporary electrical service equipment has been incorporated into BP-103 (Steel/ Precast/Concrete). The detailed estimate for Electrical Systems(Uniformat Level 2 Summary) is based on information contained in the documents, our interpretation and understanding of the design intent, and the following: Power and Distribution • Power distribution is included based on the one-line diagram (sheet A601 (dated 07/06/07)) • We have included a transformer and 208/120v panel for the center ice scoreboard (scoreboard furnished and installed by other) • Rated circuitry to the smoke exhaust fans • Connections to mechanical equipment (e g starters for pumps, exhaust fans, etc and disconnects for heat pumps, AHU's, etc) Estimate Narrative Page 18 of 32 Kent Events Center MACC Estimate July 26'h, 2007 R. Mortenson construction Event and Show Services • Event and Show Services power distribution is included based on the one-line diagram (sheet A601 (dated 07/06/07)) Concessions • We have included final electrical connections to kitchen and concessions food service equipment provided and installed by others. Emergency Power • Outdoor 400kw Diesel generator package, including ATS, with fuel storage for eight(8) hours of continuous operation • Emergency power distribution and separate conduit system provided for life safety systems, emergency lighting, HVAC smoke control system, one (1) passenger elevator, public address system (life safety only), access control and CCTV systems, heat trace for freeze protection, sanitary pump stations, if any, selected kitchen/concession equipment and CO2 monitoring system. Life Safety • We are providing a code compliant addressable fire alarm system • Fire alarm control panel complete with firefighter override controls and a remote annunciator in the back-of-house security office Lighting and Lighting Control • Lighting per the electrical fixture schedule (attachment no 08) • • Dimming systems, lighting control panels, switch occupancy sensors, etc • Sports lighting package is based on "Wide-Late" system • A reduction in lighting fixture costs, as identified in the estimate detail, has been incorporated into this budget for continuing design consideration and overall budget reduction Communications and Electronic Safety and Security • Telephone and data conduit and cabling as indicated on the communications plans. • The building public address "sound" system, paging system, and production intercom, and box office intercom are being carried as an allowance as identified in the estimate detail The purpose of the system is to provide sound reinforcement throughout the facility Many areas are served from the"bowl" system The estimate includes speakers, amplifiers, cabling, conduit as required, etc to provide a complete working system • A reduction in public address system costs, as identified in the estimate detail, has been incorporated into this budget for continuing design consideration and overall budget reduction The elements below were included in the total budget, prior to the budget reduction, and shall be revised to insure budget adherence accordingly • We have included additional speakers and volume controls for the back of house areas not served by the"bowl' systems In addition, we have included separate speakers, volume control and program selection controls for the suites • The "bowl' and suite systems will have event quality sound to support music, special effects, etc in addition to supporting the public address function The back-of-house system shall provide paging functionality and level of quality ONLY Estimate Narrative Page 19 of 32 Kent Events Center MACC Estimate July 26`h, 2007 Mortenson • construction • Production intercom stations have been included in the following areas. ■ Visiting team facilities ■ Multi-purpose room. ■ Staff lunch room ■ Staff locker corridor • Building administration offices ■ Team administration offices ■ Maintenance engineer's office ■ Maintenance/marshalling area. ■ Security office ■ Loading dock ■ Concession office. ■ Box office. ■ Box office cash counting room. ■ TV and radio suite ■ Media suite ■ Sound room ■ TV camera positions. ■ Catwalk ■ Spotlight locations • Access control system with nine (9)door card reader access points • CCTV system with 12 cameras, including pan-tilt-zoom cameras on the south elevation of the building • Video intercom and electronic door release at box office ONLY. • The following elements have been specifically excluded from the estimate. • Electrical design • EMF shielding • Any and all work associated with seismic joints. • Beverage conduit • Telephone terminal boards, telephone sets, telephone key switch, computers, and data switching equipment • Follow-spots, stage lighting or other theatrical lighting. TV broadcast cabling or support conduit/cabling for TV cameras. • Intrusion detection systems • Lightning protection • Area of refuge ADA evacuation systems. • Panic alarms and/or white noise systems Equipment The detailed estimate for Equipment(Uniformat Level 2 Summary) is based on information contained in the documents, our interpretation and understanding of the design intent, and the following: • We have provided, at the two (2) loading dock bays, for one (1) hydraulic, pit type, dock leveler per bay, one (1) manually operated restraint device per bay, and two (2) molded expansion bolted dock bumpers per bay Estimate Narrative Page 20 of 32 Kent Events Center MACC Estimate July 26th, 2007 Nam Mortenson • construction • We have included an allowance of$275k for the equipment procurement, installation, fit-out, and coordination of four (4) event level concessions and one (1) suite level pantry. • One electric"Da-Lite"concealed in the ceiling,front projection screen, Boardroom Electrol 50" x 50", matte white, square format, or equal, at the shared conference room in the building administration space • "Velcro" secured column padding, similar to football goal post padding, has been included as quantified in the estimate at the event level public concourse The following elements have been specifically excluded from the estimate. • Refer to attachment number 3 (Owner FF&E list) for additional information. • Laundry equipment shall be included with the Owner/Tenant FF&E budget • Pedestrian Turnstiles shall be included with the Owner/Tenant FF&E budget • Any and all work associated with parking control equipment • Waste handling and/or recycling equipment shall be included with the Owner/Tenant FF&E budget • We have not included the equipment, procurement, installation, or fit-out of the main kitchen food service equipment that shall be included with the Owner/Tenant FF&E budget • Any and all exercise and/or therapy equipment shall be included with the Owner/ Tenant FF&E budget • Procurement, Purchasing, off-loading and receiving, installation and associated coordination, and commissioning. • Furnishings The detailed estimate for Furnishings(Uniformat Level 2 Summary) is based on information contained in the documents, our interpretation and understanding of the design intent, and the following: • Manual"Mecho" black-out shades have been included, as identified in the estimate detail, to cover the interior side of the exterior windows at the SE corner of the suite level concourse • We have included the black-out curtain and track in the areas indicated in the estimate detail • The event seating has been established as an allowance, as indicated in the estimate detail, the following is the basis for the allowance ■ Fixed general seating and ADA companion seating, as indicated in the estimate detail, has been included based on Irwin Seating Model # 1303235 Centurion Stadium Chairs ■ Club seating, as indicated in the estimate detail, has been included based on Irwin Seating Model #41298 Citation Auditorium Chairs ■ Suite seating, as indicated in the estimate detail, has been included based on Irwin Seating Model # 511266 Marquee Auditorium Chairs ■ Telescopic"bleacher"seating, as indicated in the estimate detail, has been included based on Irwin Seating Model #5000 telescopic platforms with 3/a" panelam decking and black powder coated steel railings ■ ADA decking, as indicated in the estimate detail, has been included based on Irwin Seating special Model# 5000 decks and ramps with steel understructure and aluminum decking Estimate Narrative Page 21 of 32 Kent Events Center MACC Estimate July 26'h, 2007 M n& Mortenson construction • Recessed walk-off mats have been included, as quantified in the estimate detail, at the V I P. entry, emergency egress doors adjacent to the egress stairwells, and at each of the three (3) exterior storefront entrances. The following elements have been specifically excluded from the estimate. • Refer to attachment number 3 (Owner FF&E list) for additional information • Artwork • Horizontal louver blinds. • Office furnishings (e.g. desks, chairs, file cabinets, etc) shall be included in the Owner /tenant FF&E budget Special Construction The detailed estimate for Special Construction (Uniformat Level 2 Summary) is based on information contained in the documents, our interpretation and understanding of the design intent,and the following: • We have included a single, mufti-purpose, rink with ice surface of 85' x 200' taking into consideration year round operation The basis of this system shall be CIMCO model MAP-F-210 ton ammonia!calcium arena-pak,factory assembled, piped and wired c/w 3-100hp compressors, 2-40hp chiller pumps The system shall include a fully functional ice refrigeration system inclusive of the equipment, piping, insulation, sand and cast-in- place concrete slab required for the system • The dasher board system and netting system has been established as an allowance, as indicated in the estimate detail, the following is the basis for the allowance ■ We have included the dasher boards, gates and tempered glass, players boxes, goal judge boxes, penalty boxes and the associated appurtenances required to provide a functional dasher board system The basis of our estimate is the Crystaplex Series 6 Aluminum Prefabricated Dasher Board System ■ A manual goal area safety netting system. The following elements have been specifically excluded from the estimate. • Refer to attachment number 3 (Owner FF&E list) for additional information. • All hot/cold tub therapeutic equipment shall be included with the Owner/Tenant FF&E budget. • Purchase of any loose equipment (e.g. goals, zamboni's, and/or other ice maintenance equipment.) these items shall be in the Owner/Tenant FF&E budget • Purchase of any alternative sports fields or equipment (e g arena football, basketball, etc) Selective Building Demolition • We have not included any selective site demolition for this project None is noted/ required within the scope of the project Estimate Narrative Page 22 of 32 Kent Events Center MACC Estimate July 2e',2007 M. Mortenson • construction Site Preparation The following elements of work included in the Site Preparation (Uniformat Level 2 Summary) have been bid in previously released GC/CM bid packages and lump sum pricing from the low responsible trade contractor has been incorporated into the MACC as the basis of this estimate. The bid package documents, in their entirety, shall be included as part of this MACC narrative via reference and shall be referenced for specific scope of work descriptions associated with each individual bid package. • Temporary erosion and sedimentation control (TESC) and dust control has been incorporated as part of Bid Package 101 (Earthwork) • Selective site demolition has been incorporated as part of Bid Package 101 (Earthwork) • Clearing and grubbing has been incorporated as part of Bid Package 101 (Earthwork) • Storm drainage ballast system and associated piping has been incorporated as part of BP-101 (Earthwork) • Earthwork (e g cut/fill, foundation excavation, grading, sub-base etc) has been incorporated as part of Bid Package 101 (Earthwork) Specific Elements of work not included in the aforementioned bid packages and not specifically excluded below have been addressed as follows. • Refer to the Reimbursable General Conditions section for SWPPP work elements The following elements have been specifically excluded from the estimate. • Testing, removal, handling or disposal of contaminated sods, or underground storage tanks (UST's) • We have excluded any and all costs associated with compensatory flood storage requirements • We exclude any remediation work for native soil that is deemed unsuitable by the geotechmcal engineer/inspector • Any and all costs associated with design, installation, and/or maintenance of permanent dewatenng systems for the site • All work on James Street, awarded and managed under separate COK public works contract(s), shall be coordinated with the work on this project site and that at no time shall access to this project site be impeded by this work Site Improvements The following elements of work included in the Site Preparation (Uniformat Level 2 Summary) have been bid in previously released GC/CM bid packages and lump sum pricing from the low responsible trade contractor has been incorporated into the MACC as the basis of this estimate. The bid package documents, in their entirety, shall be included as part of this MACC narrative via reference and shall be referenced for specific scope of work descriptions associated with each individual bid package. • Sub bases for asphalt and concrete pavements has been incorporated as part of BP- 101 (Earthwork) • Asphalt Paving has been incorporated as part of BP-101 (Earthwork) • Vertical and extruded curbs have been incorporated as part of BP-101 (Earthwork) Estimate Narrative Page 23 of 32 Kent Events Center p MACC Estimate July 26", 2007 M.. Mortenson construction • Utility yard equipment pads have been incorporated as part of SP-103 (Steel/Precast/ Concrete) specifically, ■ 304 sf of one (1) foot thick, conventionally reinforced, cast-m-place concrete transformer pads (2 ea 8' x 8') and a generator pad (1 ea 8' x 22') Specific Elements of work not included in the aforementioned bid packages and not specifically excluded below have been addressed as follows. • Galvanized pipe railing at loading dock wall • Three (3) 40' aluminum flag poles and bases. • Asphalt paving patching at new utilities connections to existing as identified in the estimate detail • Asphalt upgrades from standard to heavy duty at Cloudy Street fire lane, and truck staging area at NW corner of parking lot • Patching and repairing of new asphalt because of normal course of operation impacts caused by construction traffic • Loading dock"well"concrete traffic apron • Standard color and finish, WWF reinforced cast-in-place concrete sidewalks with integral curb at the South Plaza and Budding Perimeter • Standard color and finish, WWF reinforced cast-in-place concrete sidewalks at the SE and SW site corner planting area, and ADA aisles across ballast rock inlets • We have allowed for a pedestrian queuing area at the SW corner of the site per the EIS comment pertaining to same Forthcoming design shall accommodate the budget amount carried in this estimate • Pavement striping as identified in the estimate detail • Precast wheel stops at parking lot interior stalls ONLY. Perimeter stalls are accommodated by the vertical curb at the parking lot perimeter incorporated as part of BP-101 (Earthwork) • We have provided a site furnishing allowance, as identified in the estimate detail, to accommodate benches, ash urns, etc • We have provided an allowance, as indicated in the estimate detail, to accommodate the LEED requirement for bike racks • Chain link fences and gates, as identified in the estimate detail, for the residential barrier on North 5`h Avenue, Utility Yard, and Recycle/Compactor area • Wood spilt rail fence and signs at West and North edge of parking lot prohibiting access into wetland area • The Planting (landscaping) work has not been thoroughly defined Therefore, an allowance is being carried in the amount of $200,000 The following elements have been specifically excluded from the estimate. • All work on James Street, awarded under separate COK public works contract(s), will be coordinated with the work on the this projects site and that at no time shall access to this project site be impeded by this work • Any and all work associated with right-of-way improvements (e.g. street lighting, storm drainage or other utilities, re-paving, etc) at any of the streets adjacent to this site • City of Kent will include curb and gutter and entry aprons on James Street as part of a Public Works contract performed by"others" • Stainless steel bolt-down bollards at plaza perimeter • "Disks"or other ornamental cast-in-place concrete elements. • Plaza lighting of any kind Estimate Narrative Page 24 of 32 Kent Events Center MACC Estimate July 26`h, 2007 Mortenson construction • Integral color, and/or stamped concrete • Integral color and/or special asphalt materials • Water features • Monumental site signage, including footings and base if required. Site Civil / Mechanical Utilities The detailed estimate for the Site Civil/Mechanical Utilities(Uniformat Level 2 Summary) is based on information contained in the documents, our interpretation and understanding of the design intent, and the following: • No Site Civil/Mechanical Utilities work has been bid An allowance in the amount indicated in the estimate detail has been established as a target budget for all work associated with the Site Civil/Mechanical Utilities • Registered survey for site civil/ mechanical utilities layout. • All site civil/mechanical utilities will be brought to their respective building entry location and will be terminated at a distance no more than five (5)feet from the building line for connection to the appropriate building system by the responsible trade contractor The following elements have been specifically excluded from the estimate. • We have not included any utility service access charges in this estimate. • We have excluded costs associated with natural gas connection to existing service, piping to building, including the meter and seismic shut-off valve (work to be performed by local utility provider) Coordination with utility provider to set-up service and to provide trenching concurrent with other Site Civil/ Mechanical Utility activities is included within our scope • Rerouting, repair, or replacement of existing site civil/mechanical utilities Site Electrical Utilities The detailed estimate for the Site Electrical Utilities(Uniformat Level 2 Summary) is based on information contained in the documents, our interpretation and understanding of the design intent, and the following: • No Site Electrical Utility work has been bid An allowance, in the amount indicated in the estimate detail, has been established as a target budget for all work associated with the Site Electrical Utilities • We have included costs for installing 1200 If of main electrical service feeder raceway (2ea - 4" raceways) encased in concrete, and furnishing and installing three pull vaults The local utility is responsible for the connection to existing electrical service and feeder wiring to the utility provided and installed pad mounted transformer • We have included the installation of(3ea-4") "direct bury' PVC raceways for the telecommunication services (telephone, data, cable TV, fiber-optics, etc ) The local utility for each service is responsible for the connection to existing services and cabling and terminations at the demark room within the building • Registered survey for site electrical utilities layout. Estimate Narrative Page 25 of 32 Kent Events Center MACC Estimate July 26`h, 2007 mom Mortenson construction The following elements have been specifically excluded from the estimate. • The MACC assumes, and is based upon, an adequate electrical service available to the site to support the facility and have excluded any and all costs associated with utility service, power grid upgrades, or other electrical utility provider charges to accommodate this site • We have excluded any and all costs associated with signalization of adjacent streets or new entrances to the Kent Event Center site • The costs of service entrance design, transformer procurement and installation, and feeder installation from existing service to new utility provider set transformer have been excluded • Underground electrical vaults • Rerouting, repair, or replacement of existing electrical utilities. General Requirements The following elements of work regarding General Requirements(Uniformat Level 2 Summary) have been provided via response to the Phase II RFP process and have been incorporated in this estimate. • Preconstruction services • Specified general conditions (e.g. insurances, performance and payment bond, required city and state B&O taxes, and project staffing) • Representative specified general conditions costs for the value of work in excess of the original RFP response basis have been included as part of the GCC The detailed estimate for the Reimbursable General Requirements(Uniformat Level 2 Summary) is based on information contained in the documents, our interpretation and understanding of the design intent, and the following: • Third-party exterior envelope consultant costs associated with review and comments on the final exterior enclosure design details. • Traffic control plan, stamped by a professional engineer, as required by the City of Kent • Storm Water Pollution Prevention Plan (SWPPP) preparation, inspection, and reporting by third party • Public relations (e g neighborhood communications). • Registered survey to provide budding grid, and control points • Periodic progress photography and monthly aerial photography • Jobsite staff travel and parking associated with off-site meetings and/or fabrication plant material procurement inquiries • Field office furnishings, fixtures, and equipment (e g desks, chairs, duplication equipment, fax machines, etc.) • Field office supplies (e.g paper, file folders, postage etc ). • Bid package document purchase and advertising costs, and construction document purchase costs • Jobsite office trader rental, set up, and removal. • Temporary storage facilities • Installation, maintenance and removal of temporary jobsite perimeter site fencing and gates Estimate Narrative Page 26 of 32 Kent Events Center MACC Estimate July 26`h, 2007 ESM Mortenson . construction • Temporary roadway maintenance (beyond BP-101 requirements) • Engineered crane access/ pads and temporary trailer/ staging area pad • Temporary trader rental for on-site stored precast stadia materials. • Temporary budding access (e g stair scaffolds, ladders, etc) • Installation, maintenance and removal of temporary, roofing protection, budding enclosures, doors, ice floor protection, and interior finish protection • Installation, maintenance, and removal of SWPPP water management system (e.g. Baker tanks, pumps and hoses, etc) • Labor associated with receiving and coordination of Owner furnished and installed FF&E • Allowance for charges from the local utility associated with providing a connection to the Jobsite temporary electrical service • Temporary utility(e g electricity, water, telephone, data, etc ) consumption charges • Jobsite communication systems (e g telephone and data equipment) • Jobsite sanitation units and wash stations • Installation, maintenance and removal of temporary building heating systems. • Supplemental Jobsite hoisting equipment and operation • Mortenson safety program administrative requirements • Traffic control and street barricades. • Installation, maintenance and removal of safety and first aid elements (e g temporary fire protection, temporary stair protection, safety and directional signage) • Jobsite clean—up (e g labor, dumpsters,Jobsite office janitorial service, and project final cleaning service) • Project close-out documentation and administration costs The following elements have been specifically excluded from the estimate. • Consulting engmeer(s). • Commissioning and/or enhanced commissioning agent(s). • Dispute resolution board • Sidewalk, street use, or other temporary public works permit costs. • Site specific Jobsite badges or other personnel identification • Time lapse video or other video taping of job progress or activities • Project site related off-site parking and/or trade transportation fees • Owner or design team traders, fixtures, furnishings, equipment or supplies • Tree protection, covered walkways, or overhead protection of public right-of-way elements • Well-point/permanent dewatermg systems. • Permanent utility(e.g electricity, water, natural gas, sanitary sewer) consumption charges • Extended demarcation premium charges • Cleaning or repairing of neighboring facilities (e.g residential homes, commercial areas, public streets, etc) due to construction related activities • Temporary protection of Owner furnished and/or installed FF&E. END OF CLARIFICATIONS Estimate Narrative Page 27 of 32 Kent Events Center MACC Estimate July 26`h, 2007 N .E. Mortenson construction Appendix A— Document List The following bid package documents, including associated addendum, in there entirety, and the lump sum bid values from the low responsible contractors for same, are included by reference and have been incorporated into this MACC estimate Bid Packages: • Bid Package 101 (Earthwork) 06/21/07 • Bid Package 102 (Deep Foundations) 06/21/07 • Bid Package 103 (Steel/ Precast/ Concrete) 06/14/07 The following documents were used in the preparation of this estimate The documents were prepared by LMN/PBK Architects and their sub-consultants Project Specifications: • There were no technical specifications available for the preparation of this estimate, other than those issued, and included by reference, with the bid packages listed above Project Drawings: ARCHITECTURAL DRAWINGS(LMWPBK)—Progress Print(Dated 06101107) • A000 COVER SHEET • A001 PROJECT TEAM, DRAWING INDEX, VICINTY MAP • A002 EXIT ANALYSIS • L100 LANDSCAPE PLAZA PLAN • A101 OVERALL SITE PLAN • A101 A SITE PLAN—SECTOR A • A101 B SITE PLAN—SECTOR B • A101 C SITE PLAN— SECTOR C • A101 C SITE PLAN— SECTOR D • A200 GRID GEOMETRY PLAN—OVERALL • A201 EVENT LEVEL PLAN—OVERALL • A201 A EVENT LEVEL PLAN —SECTOR A • A201 B EVENT LEVEL PLAN —SECTOR B • A201 C EVENT LEVEL PLAN—SECTOR C • A201 D EVENT LEVEL PLAN—SECTOR D • A202 SUITE LEVEL PLAN/ LOW ROOF—OVERALL • A202A SUITE LEVEL PLAN —SECTOR A • A202B SUITE LEVEL PLAN —SECTOR B • A202C SUITE LEVEL PLAN —SECTOR C • A202D SUITE LEVEL PLAN —SECTOR D • A203 OVERALL CATWALK TRUSS LEVEL • A203A CATWALK PLAN —SECTOR A • A203B CATWALK PLAN—SECTOR B • Estimate Narrative Page 28 of 32 Kent Events Center MACC Estimate July 26th, 2007 ma-A. Mortenson construction ARCHITECTURAL DRAWINGS(LMN/PBK)-Progress Print(Dated 06101107)-Continue • A203C CATWALK PLAN-SECTOR C • A203D CATWALK PLAN- SECTOR D • A204 ROOF PLAN-OVERALL • A301 BUILDING ELEVATIONS SOUTH AND WEST-OVERALL A302 BUILDING ELEVATIONS NORTH AND EAST • A303 BUILDING ELEVATIONS SOUTH AND NORTH - ENLARGED • A304 BUILDING ELEVATIONS WEST- ENLARGED A305 BUILDING ELEVATIONS EAST- ENLARGED • A401 BUILDING SECTIONS • A402 BUILDING SECTIONS-ENLARGED • A403 BUILDING SECTIONS- ENLARGED • A404 BUILDING SECTIONS-ENLARGED • A411 WALL SECTIONS • A412 WALL SECTIONS • A413 WALL SECTIONS • A414 WALL SECTIONS • A521 OVERALL SEATING BOWL PLAN A521A SEATING AND RAILING PLAN-SECTOR A • A521 B SEATING AND RAILING PLAN-SECTOR B • A521 C SEATING AND RAILING PLAN-SECTOR C • A521 D SEATING AND RAILING PLAN-SECTOR D • A531 SEATING BOWL SECTIONS • A532 SEATING BOWL SECTIONS • A541 ENLARGED PLAN-VOMITORY • A542 RAILING AND PRECAST DETAILS • A548 SNOW PIT ENLARGED PLAN AND SECTIONS " • A601 PARTITION TYPES • A611 INTERIOR ELEVATIONS- EVENT LEVEL • A612 INTERIOR ELEVATIONS -SUITE LEVEL • A701 EVENT LEVEL RCP-OVERALL • A701A EVENT LEVEL RCP-SECTOR A • A701 B EVENT LEVEL RCP-SECTOR B • A701 C EVENT LEVEL RCP-SECTOR C • A701 D EVENT LEVEL RCP-SECTOR D • A702 SUITE LEVEL RCP-OVERALL • A702A SUITE LEVEL RCP-SECTOR A • A702B SUITE LEVEL RCP-SECTOR B • A702C SUITE LEVEL RCP- SECTOR C • A702D SUITE LEVEL RCP-SECTOR D • A802 EVENT LAYOUT HOCKEY MODE &ADA COMPLIANT(BASIS OF SEATING) • A803 EVENT LAYOUT CENTER STAGE CONCERT MODE (REFERNCE ONLY) • A804 EVENT LAYOUT END STAGE CONCERT MODE (REFERENCE ONLY) • A805 EVENT LAYOUT CENTER STAGE HALF BOWLCONCERT MODE (REFERENCE ONLY) • A806 EVENT LAYOUT FOOTBALL (REFERENCE ONLY) • A807 EVENT LAYOUT BASKETBALL (REFERENCE ONLY) Estimate Narrative Page 29 of 32 Kent Events Center MACC Estimate July 261h, 2007 - r ME& Mortenson construction ARCHITECTURAL DRAWINGS(LMN/PBK)—Progress Print(Dated 06101107)-Continued • A808 EVENT LAYOUT EXHIBITION (REFERENCE ONLY) • A809 EVENT LAYOUT RODEO (REFERENCE ONLY) • A810 EVENT LAYOUT INDOOR SOCCER (REFERENCE ONLY) • A811 EVENT LAYOUT DIRT VEHICLE EVENTS (REFERENCE ONLY) FOOD SERVICE DRAWINGS(WC&A)—Progress Print(Dated 06/01/07) • FS0.1 FOOD SERVICE OVERALL PLAN • FS1.1 MAIN KITCHEN PLAN • FS2 1 GRILL CONCESSION 1 PLAN • FS3.1 GENERAL CONCESSION 1 PLAN • FS4.1 GENERAL CONCESSION 2 PLAN • FS5.1 GRILL CONCESSION 2 PLAN NOTE The Architectural basis of this MACC estimate, including but not limited to, room layout, building dimensions, floor to floor heights, and overall building configuration is based on the 06/01/07 Progress Print documents. STRUCTURAL DRAWINGS(MK4 • REFER TO BID PACKAGE 102 (DEEP FOUNDATIONS) AND 103 (STEEL/ PRECAST/ CONCRETE) FOR DRAWINGS ASSOCIATED WITH THE RESPECTIVE BID PACKAGES CIVIL DRAWINGS(MK4 • REFER TO BID PACKAGE 101 (EARTHWORK), AND 102 (DEEP FOUNDATIONS) FOR DRAWINGS ASSOCIATED WITH THE RESPECTIVE BID PACKAGES. NOTE The following drawings were used to assist in the development of the site utilities allowance. • C261 UTILITY PLAN 06/28/07 • C262 UTLITY PLAN 06/28/07 • C263 UTLITY PLAN 06/28/07 • C264 UTLITY PLAN 06/28/07 MECHANICAL DRAWINGS(WOOD-HARBINGER)—Progress Print(Dated 716107) • M001 MECHANICAL LEGEND AND ABBREVIATIONS • M002 MECHANICAL SCHEDULES • M003 MECHANICAL SCHEDULES • M004 MECHANICAL SCHEDULES • M201A EVENT LEVEL HVAC PLAN—SECTOR A • M201B EVENT LEVEL HVAC PLAN—SECTOR B • M201 C EVENT LEVEL HVAC PLAN—SECTOR C • M201 D EVENT LEVEL HVAC PLAN —SECTOR D • M202A SUITE LEVEL HVAC PLAN —SECTOR A • M202B SUITE LEVEL HVAC PLAN —SECTOR B • M202C SUITE LEVEL HVAC PLAN—SECTOR C • M202D SUITE LEVEL HVAC PLAN —SECTOR D • M203 CATWALK TRUSS LEVEL HVAC PLAN—OVERALL • M204 ROOF HVAC PLAN—OVERALL • M401 BUILDING SECTIONS • M501 MECHANICAL ROOM PLAN— ENLARGED Estimate Narrative Page 30 of 32 Kent Events Center MACC Estimate July 26th, 2007 m/nBY Mortenson • construction MECHANICAL DRAWINGS(WOOD-HARBINGER)-Progress Print(Dated 716107)Continued • M601 CONTROL DETAILS • M602 CONTROL DETAILS • M603 CONTROL DETAILS • M604 CONTROL DETAILS • P200A FOUNDATION LEVEL PLUMBING PLAN-SECTOR A • P200B FOUNDATION LEVEL PLUMBING PLAN-SECTOR B • P200C FOUNDATION LEVEL PLUMBING PLAN-SECTOR C • P200D FOUNDATION LEVEL PLUMBING PLAN-SECTOR D • P201 A EVENT LEVEL PLUMBING PLAN - SECTOR A • P201 B EVENT LEVEL PLUMBING PLAN- SECTOR B • P201 C EVENT LEVEL PLUMBING PLAN - SECTOR C • P201 D EVENT LEVEL PLUMBING PLAN - SECTOR D • P202A SUITE LEVEL PLUMBING PLAN-SECTOR A • P202B SUITE LEVEL PLUMBING PLAN- SECTOR B • P202C SUITE LEVEL PLUMBING PLAN- SECTOR C • P202D SUITE LEVEL PLUMBING PLAN- SECTOR D AUDIO-VISUAL DRAWINGS(SPARLING)-Progress Print(Dated 7161071 • AV501 AUDIO VISUAL SYSTEM RISER DIAGRAM ELECTRICAL DRAWINGS(SPARLING)-Progress Print(Dated 7161071 • E000 SYMBOLS AND ABBREVIATIONS • E101 ELECTRICAL SITE PLAN • E201 EVENT LEVEL LIGHTING PLAN-OVERALL • E201A EVENT LEVEL LIGHTING PLAN-SECTOR A • E201 B EVENT LEVEL LIGHTING PLAN-SECTOR B • E201 C EVENT LEVEL LIGHTING PLAN-SECTOR C • E201 D EVENT LEVEL LIGHTING PLAN-SECTOR D • E202 SUITE LEVEL LIGHTING PLAN -OVERALL • E202A SUITE LEVEL LIGHTING PLAN-SECTOR A • E202B SUITE LEVEL LIGHTING PLAN-SECTOR B • E202C SUITE LEVEL LIGHTING PLAN -SECTOR C • E202D SUITE LEVEL LIGHTING PLAN -SECTOR D • E203 BOWL LIGHTING PLAN-OVERALL • E203A BOWL LIGHTING PLAN (WEST) • E203B BOWL LIGHTING PLAN (EAST) • E301 EVENT LEVEL POWER PLAN -OVERALL • E301A EVENT LEVEL POWER PLAN -SECTOR A • E301 B EVENT LEVEL POWER PLAN -SECTOR B • E301 C EVENT LEVEL POWER PLAN -SECTOR C • E301 D EVENT LEVEL POWER PLAN -SECTOR D • E302 SUITE LEVEL POWER PLAN - OVERALL • E302A SUITE LEVEL POWER PLAN-SECTOR A • E3026 SUITE LEVEL POWER PLAN-SECTOR B • E302C SUITE LEVEL POWER PLAN-SECTOR C • E302D SUITE LEVEL POWER PLAN-SECTOR D Estimate Narrative Page 31 of 32 Kent Events Center MACC Estimate July 26`h, 2007 /0SY Mortenson . construction ELECTRICAL DRAWINGS(SPARL/NG)-Progress Print(Dated 716107)- Continued E303 CATWALK POWER PLAN-OVERALL • E303A CATWALK WEST POWER PLAN • E303B CATWALK EAST POWER PLAN • E304 ROOF POWER PLAN-OVERALL • E304A ROOF PLAN SECTOR A-POWER PLAN • E304B ROOF PLAN SECTOR B-POWER PLAN • E304C ROOF PLAN SECTOR C- POWER PLAN • E304D ROOF PLAN SECTOR D- POWER PLAN • E401 EVENT LEVEL COMMUNICATIONS PLAN -OVERALL • E401A EVENT LEVEL COMMUNICATIONS PLAN -SECTOR A • E401B EVENT LEVEL COMMUNICATIONS PLAN-SECTOR B • E401 C EVENT LEVEL COMMUNICATIONS PLAN -SECTOR C • E401 D EVENT LEVEL COMMUNICATIONS PLAN -SECTOR D • E402 SUITE LEVEL COMMUNICATIONS PLAN -OVERALL • E402A SUITE LEVEL COMMUNICATIONS PLAN - SECTOR A • E4028 SUITE LEVEL COMMUNICATIONS PLAN - SECTOR B • E402C SUITE LEVEL COMMUNICATIONS PLAN - SECTOR C • E402D SUITE LEVEL COMMUNICATIONS PLAN - SECTOR D • E501 EVENT LEVEL FIRE ALARM PLAN-OVERALL • E501A EVENT LEVEL FIRE ALARM PLAN-SECTOR A • E501 B EVENT LEVEL FIRE ALARM PLAN-SECTOR B • E501 C EVENT LEVEL FIRE ALARM PLAN- SECTOR C • • E501 D EVENT LEVEL FIRE ALARM PLAN-SECTOR D • E502 SUITE LEVEL FIRE ALARM PLAN -OVERALL • E502A SUITE LEVEL FIRE ALARM PLAN -SECTOR A • E502B SUITE LEVEL FIRE ALARM PLAN -SECTOR B • E502C SUITE LEVEL FIRE ALARM PLAN -SECTOR C • E502D SUITE LEVEL FIRE ALARM PLAN -SECTOR D • E601 ONE LINE DIAGRAM • E602 EVENT AND SUITE ELECTRICAL ROOMS LAYOUT • E603 FOOD SERVICE ELEC CONNX PLAN-MAIN KITCHEN • E604 FOOD SERV ELEC CONNX PLAN-NE CONCESSION • E605 FOOD SERV ELEC CONNX PLAN-SE & SW CONCESSION • E606 FOOD SERV ELEC CONNECTION PLAN - NW CONCESSION • E607 LIGHTING CNTRL WIRING DIAGR/RELAY PANEL SCHEDULES • E608 SYSTEMS RISER DIAGRAM • T501 VOICE/DATA/CCTV ACCESS CONTROL RISER DIAGRAMS • T502 TELECOM ROOM LAYOUTS END OF APPENDIX "A"- DOCUMENT LIST • Estimate Narrative Page 32 of 32 Kent Events Center MACC Estimate July 26`h, 2007 Mortenson construction Overview of MACC Pricing Assumptions 1 ATTACHMENT NO. 01 The Basis of the current MACC estimate includes the following: A. The following Bid Package scopes have NO estimating contingency: 101-Earthwork 102-Deep Foundations 103-Structure ; 106-Utilities 118-Glazing Systems 119-Event Seating & Equipment 121-Metal Siding 122-Masonry 124-Roofing System 125-Concession Equipment B The following Bid Package scopes are allowances based upon the MACC estimate 106-Utilities • 119-Event Seating & Equipment 124-Roofing System C. The following Bid Package scopes are specified allowances by the Owner that required a deduct from the MACC estimate to meet the allowance amount. 103-Steel / Precast/ Concrete $200,000 reduction of waterproofing allowance within this bid package to $14,667K 105-Electrical (AN System) $318,313 reduction to $500k i 118-Glazing Systems (part of metal siding below) 120-Landscaping/Site Improvements $282,575 reduction to $200K 121-Metal Siding $152,305 reduction to $3 75M 122-Masonry (part of metal siding above) 125-Concession Equipment $-223,210 reduction to $275k Page 1 of 2 .MSN Mortenson • construction D. The following are value alternatives that were accepted as part of the current MACC estimate, Fabricate and erect precast stadia to PCI precast tolerances ($500,000) Eliminate misc steel embeds for seating ($200,000) Eliminate misc steel embeds for MEP hangers ($50,000) Split structural steel supply and erect* ($200,000) *A$100,000 allowance has been included in MACC for structural steel supply/fabrication/erection coordination and schedule risks Costs above the allowance accrue to the Owner Reduced metal decking contract value ($50,000) Reduce foundation reinforcing bar (F & 1) ($290,000) Unidentified BP-103 value alternatives' ($300,000) 'risk is the Owner's to achieve Eliminate gyp board wraps at the rakers and columns ($100,000) Suites: Build-out 15 (vs 20), shell only for the other 5 ($60,000) Lighting allowance set at $750,000 (saving $339,000) Landscaping bollards are eliminated ($62,500) Change mechanical screens at Suite level as allowance of$80,000 (saving $85,000). Eliminate ceramic the at Visitor's Locker room ($56,976) 1 Page 2 of 2 EMIL Kea Events Canter Morten so n MACc E.UrI•te cmc9'wtlm ROOM FINISH SCHEDULE-ATTACHMENT NO 02 D 3 3 n v a B 4 o 0 3 m 0 0 o a" a 0 Concourse Hama/Visitor Team Access to Ice ———144 Event Floor/Rink P[ow/Penally Boxes Event Seating Bowl • • Precast Stoic. Machine Room NE ENt Star NE Concession NE Oulboard Storage Mechanical Electrical-NE • • FT Plywood backer board Unsex Renroom NE _ ____ • _ _ Female-NE Mole NE Jontla • • • a Hgh FRP Wainscot Event Retail Flex Space-E Male SE Janitor • • • x High FRP Wainscot Female SE Concession SE Inboard Electrical • • • FT P"ood backer board Event Retail Flex Space-SE Event RelaJ Flex Space-SW Electrical • • FT P"cord backer board Concession SW Inboard Box Offce • • • _ S uper Office • • • __ Cash Count Mall Cash CourIvIb�ht l.m.lre Room - • -- Female SW hole SW F Jonilor • • • x Hgh FRP Wainscot IDunderbWsRelalSpace W Male NW • . Johdor 14 Hgh FRP Wainscot Female NW Electncal • FT P"baci backer board Unsex Restroom NW Concession NW Outboard Storage Frst Aid NW BACK Of )SE Refngcrnuun Roam Reingerw Roam Veshbule echaoRoom Cc ntlor Dressing Room • - Dressing Room Shower Dressing Room • • Dressing Rcom Shower Dressing Rcom Dressin Room 5hower Dresmirig Room Driinng Room Shower Elea&Tel Comm Room • • FT Plywood booker board Security Office Exterior looan9 Dock • _ Evening E Even,Staff Facdty Mant Marshaling Storage Event WC Ev.ntWC • • _ Rel#1 Ref k2 Ice CII Room Event Stall Lockers/Comdor Stall lunch Secure Storage Vehicle Candor Secure5lomge • • • - MultiPurpose-SOWN • • • Multi Puryoie-North Main Lichen Office Freezer Cooler Dry Storage coreda Stooge R�<ePlian Hockey Atlmin 011ice tll WarkSlation Are. [urimrer•EOA rgrl M] Ynw]M/IN 19IM maldL itent Evenb Cents Mortenson MACC Eel ROOM FINISH SCHEDULE-ATTACHMENT NO 02 v u m 3 m O1 • d° a `u 6 o F f a 3 < = 3 a y o o g o a v m • m m o T o _ v m tl $ m \ 3 E z Hockey Admm/Copy Room/Wnch Room • • m Hockey Adman Office 42 Hockey Admm Office#3 Hockey Admm Office## Office Corndor Workstation Area Kitchen/Copy Room Office Shared Conference Hooke/Adman Office 45 Hockey Adman Office#6 Woshmom Washroom Hockey Adrnm Office 42 Hockey Ada nin Office#B Coach Ace lCoach • • • _ _ Coach Change Coach Washroom/Shower Studio Media WosMoom-Home Sole Locker Room • • Radius lghf Cave Fitness Room Secure Manage Laundry Laundry Office Equipment hbn Medical _ Locker Roan Vestibub si LEVEL p Su9Le el Flee Space/Cashnle • Eluclncpl Vf _ - • • -- . - - — FT Plywood backer board Pantry Suite E Suite-E Suite-E Suite-E • _ Suite E _ Suite E _ Suite E Suite E Suite E Suite E •_ _ Restroan Eleclncol • • FT Plywood backerboord Sound • • • Carpet used fa occustical purposes Woman s-SE TV/Radio Men, SE Mens SW Womens Suite W Suite W Suite W :f Suite W Suite W _•_ Suite W Suite W Suite W Suite W Suite W Resvoom Media Pantry Electncol NW • • • FT Plywood backer board - SuteCorno. ELL eimer.orasEnu Pmpu202 MirvYmmvu � | | �. m�, � mm, m, wmm , 7w • ! « • m e # . . . , �. { �� | x mRmmm wmm; eta gym, m: wmm, ] _ t ! w ©mmwmm mmm„ fie „ _ - _ 3 • m r : ! ) mmmmm----- ml±gmmq; gnmmlmmmgm, ! � | ! | | ! | | ! # , m�mmm�w�mmwm��m�mmmm®mmm,ww�, . $qm=mmwmmwwmmme2wmmmmmmmmwwwwe ! , • vM uro ni =H A#� ., rw ,�. � a �s �, _��Ay 2,Aa A2 A a � R2A&a&ad:2A � ®=2�?�2�AR Xm2A4 °� 8� 2� ,awAw iC i6 @ �' � _ � '� � Sx ii ..w� � 'A �� � � � �� • •nnci;M Nan � n y "R � � @:v AA rI gg� A§A9$iB R9?69�9@�3gERRib� RR3�z9Aa xvg@p8A a Rey?399Ree R898 9 ee 9Y Vo°��r�w'� qqqtl i R swn yyy� O m.i u .,�, �m ^nX � C ti: 9� �PX o ti � i :F9 P9S PR a9A::8! alc P..^.::^..0£A < _ '.1121991:C:AX � y ii 3� a•i+w �. Aa F ...y. �@xa ai � ce€ 3232 �,2 °o is __ ate,. :s-araeaR A aA a e �� e�„ � a � S� +„ Y4 � 9_F A2 ii . e � a Y g 2e H�� agAa. AA � xA.R A&a&aSyB s A :22RARRz"e2 7 FjA @N a1 -. _BBH888�88l 8�83B8BBHH8B888�8�8�8�818� BH88888B 8�8R 8�88888 H@898 H�8B88688388888 •o 0000 aee000a o 0000000a eea000�000 ,___._______e______________ ___________eaa oao_ __ =o R ' � _ _9�8:9Si4.{aAR:OiY`R<$iRVXF�^Ra89:AC.^.AAlACCli=S::8.35:99<S`.aAA9� `9�+�R_�AAYCA�li='2 AR R�22R96A�&ylR2A9��AS.�OAi-FAB=�d?22?RR'az2^RR�� %% � a$ L {{ 69 99 R 8 g 85 88 a fie¢' ������� $������� g�p� �� ._�_...__ pz "yX2•=ii.li. .sg a�� §§gB�•s ]] ey s"gp Y9�i"a.a -4, §tl i2i�p s ,xa $�s°.8$��iisG;�Y B��e Y�y3ds3 xa..}.;R.R"i'aaR'i'z6m33 €fr�aaz���i a`a.z?98Y'� o4_y5 C d O E S U W � > L _ U N Q 6 uui � O d � O O a U .P u Z Y U � H W U 0 � o 0 ° Y ° ° L n y a 0 Y O O. O. u C H w N M d 6 Y y o. � UUU y o. u ° p lU9 U o u o a o u c c c o T no c u a `2 O Y N O„ C o ¢ U Q Q Q u O >p U Q V O d c f f f o z E O N h — — Cl tq K W W ✓j K K N h h h K Ni eT Vi b9 fR W M W fPr K K b4 K K W di M W tF N N h N �/1 M V O O m O V 'O �J — V t�l Q N m O O M Q n O O CO ul O � u` N I� O P n n t4 .— h P N d M M a � K .R w W K K K h h h N w to V W .» vi W ✓# eq K N K K K K K K K h 4) u o ° U m � �" > > ? W W Q tr} N K K K M h K h h K h fR �rR eR eR W K b4 b9 b4 M h NT rA K fR v} M b4 v} O O O O O O O h h h h O N v] 0 0 0 O O O N W C V C N 0 0 L 0. LL Q Y Ui b4 K di K K h h N N W W b4 M w s4 dt K tq K di tR h tR tR W tiY b9 vi V N W tq Vi dT h h K h h K fR fR ♦R �} W W d} Hi W h�} b4 K w W eR w Vi OO P 'o S O M H I� h C'1 `0 h M P ul DJ h t'J O N N O N P P v N M IA V} NT Y} tR h h h h K h Na M b4 W M ts} tR Hi M K h K N eR W b4 K w N M('l N ['} M a4 �A b4 K h h h h K N W tq b4 K ♦9 df K �R W K W Ya h Eq b4 v} Va b9 O — O h N O 0 0 0 0 O O O O O O `O O O O O O IT ° O a Ou E o `c E N =� a- m o c a $ e m °o F 41 = a ° o ti "� Z E o U o `m > c p c y a u y ° a 'o w oc o a s E u w V o u ° ° a a m 6 s41 o 0 6 ° E U o u u u u ° n o 0 0 0 0 0 a o 0 r tL/I n 0 0 N N O O C O Y 7 O N N F 0 O d N O 0 _ p m O N G O a o a�i 3 o c y c °o ° y `a z f a N o r f- as .1 Q W fR W VY W 'R N Nf W tR tR Vi b4 IR fR fR NT tPr Hi M tH tR IR N W W tR W Nt W W f9 V} ® N N O Vf N N N N V} YT NT Vf va tR fR VT tt+ W M tR tH tlt y4 W Vi a4 N b9 b4 VT H1 b9 w w W N d 0 M O W a o 0 0 N p0 m16 < o m Z Q N W M N Ni Y} N ♦R b4 U# W UT tR e4 Vi tq Nf Ni e9 W W Vi N3 VI W b4 M ✓t b4 W ✓i d} N ° W W N 0 0 O O 0 0 0 0 0 n V < M1 V O O h 0 0 0 0 O O UI o < O C Q Q a N N N N d W � Yea � O O M h P WV — � b9 b4 tR H# tR M e} Ya b4 b4 tR tR M W IR M b9 tR b4 b9 v3 W b} W Mf N} Ui W V} M O P O h O h O h O O N 0 `o V V V O N h h 0 0 O O O O 1 1 N — N P O V O N P — O — N �7 N P P W W n N h V1 OO O O O m b vJ P M V — O t) VT Vf tH Vi Vi V3 !R fR W N! 44 fA V3 Vj Vi 64 Vi V> W Vi b4 W Vi tT VT Vi V3 Y1 Ui O rn O �/l O h O h O O UJ O M M aD rJ M N v> v] O O O p O n n N — V — N Ui tR tH Ui M U3 N VI UT N 44 W b} W Ji 64 IR W V} U> W IPr Ui W W Ui 44 tR W Vf N — 0 0 0 0 0 0 0 0 0 0 6 0 0 0 C m K y N H T O G O G O v p N 0 _� � ¢ N J a > o ° y = = a EQ o U W y y � o N � W a rn ' o o � ILL ° c a W m `° ° o o r o t = c o o ts 'a U ay y _ _ _ ° a y t c 3 O1 °J awi m o 3 zo o t U s ° ae ° o U U a'0 N U c N O . O O > Q O N N y O L O a U O I v a u C H — U p ' U U (9 c O c N N U p ! - � x O O O T O p v 9 9 Q N Vi fR kR W fR Hi to f9 Ht N3 fR W tR W Ni tR tR fR 64 N a4 19 df tR tq W Vi M} Yi fA 64 fR fA eR tR N O M m ^ V N V N M UI 1� P N O V M P N O P d O N n P DJ N V h N P N M — O 0 VY Vh N N N N N N N N N N N N N N VF N N N N ♦R v} ♦q en e4 b9 W W W eR w ea M b4 yq M G r d O .L O G v C (no E c ad � 0o m Z a K W W b9 fR Mi b4 W W b9 W (A eA V} b4 t9 tR b4 tR W N ✓j VF N N N N N N N V} b4 N N N N � W W M m W C V C O N vJ N Q N h M (p C Q a a I� N N a Y � Q uLi N Yt f eR fR W b4 tR fR tR tff a4 W tR b4 b4 tR W W Hi fR w V{ ei W b9 tR tR bR ✓3 W b4 b4 Ui �A N V N NM O M M p o N F N V# b4 64 li UT V# fN NT V1 w ✓3 VT UT fR Vi fR W W Ui W tq W V3 W VI W w V} W V> VI W tR 44 O O O N h O N C N O O O VJ V O M 1� P O P O N n P O h Q Q 1� P h h P O I 0 0 1 N O M C — 0 0 0 n V O O P M Q vi V M P M O V M �l1 N OJ M N O V1 O I� vJ N O m O N C O P O O — ^ M O 1 Q 1 Q O - N N N W MT eR W W W b4 W tR w N} tR b4 W w W W fR Nf W b9 H M ✓f W W b4 W W ✓t tR fR W w O o M " N O O P h P P P P P 0Q MO — h 0 4 N M N P Q (4 O N L N aH W vi M tR b4 V3 w b9 M !R 49 W M eR tR M W V} b9 w W b9 64 Va Va w b9 b4 NT W ✓? VT b9 — N O h E m t ✓Ti O � N O U a CJ C C Ol U � E O d � LL UOO U ) CO, -✓E6� =C 0 9 > O 0 > Q CO n 0 N N_ W Z ^ O1 V C y L � C V E w - o � c > a n N a o o ai o f o u d F U ° m E I� C1 N b b P b O t'l N b P Q Q O OJ P A N V Q N N O ^ P h Q O P V] V) Q v A N b4 b4 Ua b9 tR W M N tR eR d# b4 W N b9 V3 tR b9 b4 b9 b4 M N W b4 tH tR b9 b4 W b4 W N b9 W — P o] N b c7 O � r N w W W tR VF W W Vh W eR b4 W W N fi} Vt tR b4 H3 W b4 V3 N Vi b9 b4 M b9 b4 M b4 b4 N W W C '6 O d f O • V F a m Z a N N VF 4T N N N N N U! N N V N N W b? fR eR W Nt W H{ N W e9 V} Vs W W Q p O O V) ' O O ' 0 0 ' p N W C = c c LL F a � LL Q N N W W W W W W W N W W W W W W W W W W W W W V) W W W W W W W W W VF W W r, b O Q of O — ]( a i N W W W W W W W N W W W W W W W W W W W W W M W W W W W W W W W N W W N O O N O] O O O O O O M O P O O M Q Q N O — O m h !7 Q .p v1 VJ O N O 1� O N VNj N h N � ^ — N Cl N h C') c0 O N M U VFW tR tR b4 eA Ni eR N fR b9 tR b4 W b4 W M eR W t9 Y+ «A N W tR U# b9 M M W tH Ui N fR tR N — O d V N W W W W W W W M W W W W W W W W W W W W W N W W W W W W W W W N W W N O O O a y a u_ L v o y 0 c y U 3 O U u m D LL 3 ¢ a a a y c 3 U u c v m o c m E o s E s E j u a '^ o aJ o� c E U 2 U m o t u u E Y $ W U w i a a 3 m a U ti Q S m i U U m 0 0 0 Q 0 0 N YI S u u U U O v O O O at O u u O uu 0)U U £ U c O c C a a oE m e c m E E c o o a) o v] P N N 7 1Q W eH 4T h h h h b4 to Yi eR fA b4 h tR b4 W Ui W V3 Hi M V} Vl W V3 fA 64 tR b4 b9 W b9 V3 P O tq VI N 'V Q 0 �s} W h h h h h W Ni W w b4 VS VY .A W Vi W W W N4 b4 fR b9 H3 w e4 en w W b4 b4 b9 W C M0 O O Ul -a0 • U m Z a W 1q N h h h h h h h h h h N W b4 Ui W W Ui h Y+ 'q w b4 Hi h V+ Ht tq tq 'p Fq �q O W W � tH b4 h h Vf h W W eR fA tR tR ♦9 w e4 b4 W fR W H} b9 b4 M W tR W W MT Yf b9 b4 tR P — O Q VI V I� h N M N W OJ O OJ VJ n DJ b n O V N — N u) P N m M b n Cl! Ilk — — — N M N h — N N C7 m N CJ N Xa m Cl N — M W W h h h h h Yf W �A W tR W tR to tR tR W eH W b4 V3 Hi M fR to b4 VT h b4 of W rn O O O O N NO OO �O O b O V Q Q O I� N ul OO N O O — P rJ O O of 0 0 P — vJ O O O V h N M Q N !7 Q M — N h — N Q h N (V IT a P N — N Q W b4 h h h h w Vi Vi U; fR ♦R d} di b9 N} M b4 b9 di V3 w W df Va Ci W W by W tR J3 O n U O O O — P M O O N N Q d U W eR h h h h W w tR W M vi b4 W W b9 b4 W W W Vj di W eR W ✓i eR M eR W b9 b4 C — a E rn o c u C r Q r O Q C C fl_ O m O 7 s a m o v uc c °, v m o w o m o LL o jj o U 0 ° Ut o ti c c o� � � � a �o i o ° E Y Y Y O °' ° a `o u y �e n m m U = ."i u V F `m m 0 o 3 U c s o co o a x ti 3 w 0 3 x ° U U 0 0 0 0 0 N �I L O Z N _ c m c c u c E E `° E E E a o 0 0 ^' O h N N d w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w rT n N N t.4 w Nt W Hi w w b9 b9 W Hi w w w N V} tq w w w w w W w tf} W w w w w w w w w b4 w V � O O1 p Z m O • U m a _ + C W WW (p W C LL f a tR w w w w w w w w w w w w w W w w w w W tR w w w b9 fR w w w w b9 w w w w O M S M P n N I� I� 1� 0 — m 0 M N O P mO Q — O O — N N Q v] Q Q .- M � N W tH w W !R t9 w w w w w w w w w w fR fA w w w tR tH w w w w w w w w w w w w P — O � N 64 !R fA w b4 W tR b9 e4 fR w w e4 w fPr w w NY tR w w w w W w w w w w w w 41 w w w c Q P P h IT P P P N O h P — m b P Q V] Q — ('l N Q h h (�. d M n P P P O O V) M M b P P N N — L, c M h Q N M M M P m P M N ry VJ P — m M ry N b4 w w w w w w fR W tR w w w w tH tq w w w w w w w w w w W W w w w w w w w O O O C L � E a • 3 c x c o m U ° y c 0 3 ° c Il. m E o 0 oO - Q a a o a m ° ¢ a U m a E E G C O O > 0 a O O ~ O 0 ° 0 0 N • N a 0 z c 0 0 `m m 0 0 C o o 0 0 0 0 0 a o v o E E > `m 0 0 o o ° `o 0 0 u rn m > o 0 0 0 a m x s o 0 o o o m o 0 = 0 rn Q 0 = m a C O W P Q `O n P Q n N `O uJ P h Q C m Q O - N Q w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w O m h m m �/J rJ P - n O VJ b N - ✓i s - f+1 P O CO m O P Q `O 1� O P Q !� N � O � !� N � m O uJ P ✓J V O N Q O `D 0 w w w w w W w w dt w w w w tR NT w w w w w w b4 w w w w w w w w w rR w W w w tR b w M 1 v a Z d o • UmF � Z Q w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w W C 2 C) m cC Q n a LL a v Y � Q M w w w w w w w w w w w w w w w w w w w w w w w w w w w w w wwww w w w w m K H w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w O N [`� O P w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w (") d U w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w N - N .- IT Q - - TT - r. N z O p U U Y 0 r -0 x0 o o `m 0 °' ° m a o ° o s o o a o 0 ¢ m `0 J O. N p 3 n $ o E a m 3 3 >a U ° �° r L 3 ° -m° Joy uO E y = Z a F o g a U 3 °' °' E a Q -a m 0 °i o 0 0 a m U v o c _ .� U o °c o o ° s o 0 0 0 `o m of aai °o 0 0 0 0 0 o x a 0 > > U C < U U m Q y d 0i0 �a m 0 m K z 0 0 z 0 s o z v v d a 0 0 a � > s � v u U o E E U O O U $ m m $ E E o c O o lu j r �2 -- Op M oN n �P I QQ aa N IQ `O MN V UI `O 0 Q Q M O 1 11 ' O P 9 N h !� N O (•1 � P `� N !� � Q Q I� � W O n n DJ n � O P .0 i Q W b4 V3 N# b4 eR W tR N N b4 di b4 fR W b4 W 4T N VF ei N N W b4 b4 tR di b4 W Ni M Hi N ® 1O nh aP w k NN Oh o— Q vl N 1 N �O M 0 O Q P E � N O � !� O � — O m i b �R 'R to W M H W eR N N to d tPr Ui b4 UT Hi W N N o-} N N Vi b4 tR tR W W W W �n W N C N o 0 0 0 0 m Z fR fR fR W fH W 1A fR N N W Ni fR 64 VT M fR W N N N3 N N W b9 W fA M !R b4 NT NT W N � Y W Q w W b4 b4 fR W tR � U3 N W VY b4 tli b4 fR W W N N N M b4 b4 d+ fR tR W W tR Vf 6 W W b4 U} W b9 M W N W W Ni b4 tH W NT b4 N �R N M W Ni b4 W tli W �R M M O O Q O 0 0O 0 0O a0O P O P O p O O O N MO N O Q O of U W b9 W W W t9 Hi to VF tR tR dt tR W W W Vf N w N b4 W W t9 to b9 b4 tR W eR d u 6 b4 b4 tH b9 tR VT W 64 N eR bR tR b? e4 c4 ✓i ✓i N Ni N fR W W `H M s4 W W W b4 C � O O N N C d 4 U Y ° O O u a 0 o N 0 ° rn y 0 5 ° of s o o ° m 0 °0 v n `- a v • o 0 o c o ° a9 t ¢ a E y Q J P N m U a ° o U S a 0 0 E a ¢ a 0 y ° o ° w 2 -a U 0- 0 o a 2. u u c E r U o 0 0 LQQL ', .`3 °O = C C N U 6 w O °U c C m J C 01 O \ OO O O L0 x x a U a xT a U uc 3 > 3 0 0 0 U w etc i d d d U' r 0 0 N 2 L 2 2 T 2 2 > 2 C C C C C C C C C 0 a 0 0 0 0 0 0 0 O O m m m m v 3 m m m w N v w m v v w m v d v O N N 41 41 41 41 W GI YI 41 QI QI � J w w h N N N N N « N G y_ y VI y_ y_ y y y_ y U C C G C C C C C C G N v N O O O O O O O O O O O U C v L N W d W N N W j C j O c c c c c c c c C r 0 a Qz ¢ a CI O P O r M N N CO N N � V � c0 P M S y CD N � y Q S e EO Na N U 9 Q eq N fR W W b9 Y} tR fA e} di N N N N N N N N N N N N N b4 fR W N N tR W W u- o R N M — o w V N N O e 0 •O y e 0 0 0 0 0 0 M o v R O .p vJ of b y �n n P N m GO e O ry V y y M y i0 M 0 0 0 0 � — — O r r ad ry 0 (O O P 0h M O O N N N N N EG CI V Yl e G a M H d P n lV C1 N A O O N P _ M w N eq 1q Ua cg tq b4 fR bq eq Vl N V} N N V' 1? N N N N N ✓1 en Ffa ftY �M1 N V} t» b9 M 00 a o 0 0 0 GCi m O Z o a Z a a n a • � m W Q Vi h eq b9 W V! yq W tR tR tlV N N N N N N N N N N N N N tq tR W NOi N W b9 b4 � W W C = O1 m Q b4 M W W w M w w e W tt t 11 V} di b4 eq P ul N O N V O O P ap ry N O Q y � O Q y O O O m � N rl N O � N W b4 b4 Hi b4 b} M W W eq N N N N N N 1? N N N N b4 tR W N tR eR b4 N O V R O [•'1 n u' O O py1(��p� O O O O O y y y O y O O 8 O n o (G C W 0 0 0 Cl O h N bR vi M V� eR b4 b4 W W b9 N V} N N N N N N N h N W b4 ei N W tR t9 — V [h b b c] — P O N O n M M N M S P N m � N 0 0 0 M � `•� ry O O O O N N V? b4 b4 M W b4 d1 W b9 V3 N N N N N N N N N N N W a4 Vf N W va eR e — O M V M O Y U O O C � � N W 3 C 6 v p 3 E C W • v r O U v N w o p N Y c t � CJ O. O w O C y V o E B °u p o N o o D W N 0 r S o r o v_ o f `w > a =' °U v 0 2 m m (O U W U 3 N W v�i Q Q N N U U N N Q GC — U N U K o ° o a N � • 6 m N C { O W O O U C N O > O 901 O � G U E `o cc T 3 a � O 5 v a E 5 U U N v Z 3 v v o va ° o > m v o m E E 0 N N 7 o ¢ ¢ o N V OO M CI n O `O !7 M n ^ ^ h N P O O O P h Q — Q aD cd — u Q — O M `� V M V `0 h 0 � CD n n m n N — P O O W M fR h to M b9 Ya Ni b4 Y} h W h h h W h h b4 Vi b4 h b4 fR h M aG m N n m r tPr tR Vi h w W tR W b4 W eR In A h h N NT h Jl W di tR h tR W h ? C d 0 O O O O 01 c)0 d or • () j F a a a a C m W 4 tPr tR b4 N fR tR t9 W W fR fR N ♦H N h h W N O W � O W D U Q ON ) N C Y LL Q w a eH b4 b4 di w b4 tR b4 tR M1 W h h W bT W of b4 b4 M b4 b4 b? tR b} h h M a vJ O O N 0 0 0 0 u1 O O O O O t2 N W M W b9 b4 W M W W b4 ✓i h h eR V m R — V M V N of O C O 0 0 0 N h t t > O v1 N vi W W �A b4 W W wi b4 b4 M h h di O C c o v E L ° C O O f a d V U v C a y J H C a F' ° ° u o o ° u' E o W ° o 0 LL o c m° = m �' t f s v v y i. u U U 3 ° o o ATTACHMENT No. 04 man.. Mortenson construction July 25, 2007 M A Mortenson Company 14719 NE 2e Place Bellevue,WA 98007 Ken Johnson, Principal Shells Obletz Johnsen main 42700 fax 42537603 0300 700 Fifth Avenue, Suite 2475 www mortenson com Seattle, WA 98104 RE: AMIGA CENTER at Kent Early MACC Proposal Based upon the our discussions with yourself and the City of Kent ("Owner") since our meeting on 6/20107, Mortenson is prepared to support the desire by the City of Kent to get to an agreed upon Maximum Allowable Construction Cost (MACC) as soon as possible This desire is based on getting the facility constructed and operational at the earliest possible date We understand the urgency of this issue and we are prepared and ready to support the project by offering an early MACC This approach does have some inherent risks for all parties which we have reviewed together It is important in establishing an early MACC that measures are put in place to protect all of the parties from the risks These risks involve both financial/cost and schedule/time aspects To manage and control these risks, the following are several measures and processes that we will incorporate into the MACC agreement 1 The Mechanical and Electrical design for the project has not progressed enough to allow for the issuance of bid packages and receipt of bids The MACC includes our current estimated costs for the work PLUS an agreed upon 15% "Additional Contingency" to the Mechanical and Electrical scope of work 2 The arena sound system scope of work is defined as an allowance of$500,000 direct cost in the MACC The scope of this allowance includes arena sound system, public address system, production intercom, paging system, cable tv equipment and cabling, and intercom system for box offices The remaining equipment in the FF&E matrix for arena sound system is excluded from the MACC 3 The current design of the exterior skin and enclosure does not match and is in excess of the established budget Due to the ongoing design of the building exterior and enclosure, an agreed upon allowance of $3,750,000 direct cost is included for the exterior skin and enclosure scope of work Ken Johnson,SOJ AMIGA CENTER—Early MACC Letter July 26,2007 Page 2 of 4 4 Due to the ongoing design of the building enclosure, an allowance of $1,594,000 for the direct cost of roofing/flashing/sheet meta/glass canopy/roof tie-offs is included in the MACC 5 The design of the interior construction, interior finishes, and associated components has not progressed enough to allow for the issuance of bid packages and the receipt of bids The MACC includes our current estimated costs for the work of Bid Packages 108-Insulation/Gyp Systems, 109- Architectural Woodwork, 111-Specialties, 112-Flooring, 113- Doors/Frames/Hardware, 114-Painting & Coatings, 115-Concrete Paving PLUS an agreed upon 5% "Additional Contingency' to these interior construction and interior finishes 6. There is no scope defined for the concessions equipment and/or fit-out An agreed upon allowance of $275,000 of direct cost is included in the MACC for the supply, fit-up and installation of concessions equipment 7 A definitive list of Clarifications and Assumptions to clarify and define the scope of the MACC will be provided by Mortenson as part of the MACC Agreement . The list will be developed in collaboration with the Owner and design team 8 The "Additional Contingencies" outlined above are all in addition to the overall 5% Estimating Contingency and 5% Construction Contingency that is applied to the entire MACC estimate 9 The "Additional Contingencies" noted herein are defined for the use of 1) subcontractor purchasing/buyout, 2) final design reconciliation, 3) coordination issues during construction The use/allocation of these three elements, these Additional Contingencies be released and returned to the Owner as these elements are completed Completion of these elements would be defined as follows 1) Execution of subcontract agreements for subcontractor purchasing/buyout, 2) Execution of subcontractor change orders, if any, for final design reconciliation (based on final design documents), 3) end of construction for coordination issues during construction One-third of the remaining Additional Contingency would be retumed upon completion of each element. 10 In consideration of establishing and early MACC and the associated risk, the parties agree to revising the GC/CM Reduction Incentive terms In lieu of the current maximum incentive, the Reduction Incentive shall have a maximum amount of $550,000, with any remaining "Additional Contingency" becoming a part of the overall project contingency All other terms of the incentive requirements remain in place Ken Johnson,SOJ • AMIGA CENTER—Early MACC Letter July 26,2007 Page 3 of 4 11 The MACC estimate would be based on the June 1, 2007 Progress Print drawings, supplemented by the June 14, 2007 Steel/Precast/Concrete drawings (used for Bid Package 103), the June 21, 2007 Earthwork/Foundations drawings (used for Bid Packages 101 & 102), and the July 6, 2007 Progress Print drawings (used for MEP pricing only) 12 The MACC is based upon the Owner providing to Mortenson a Notice to Proceed (NTP) not later than August 1, 2007 13 The MACC proposal shall include the liquidated damages provisions as defined in the project RFP and add an Early Completion Incentive provision The Early Completion Incentive shall be set at a rate of$50,000 per week for each week that project is completed ahead of the MACC schedule, with a maximum completion of four (4) weeks early This incentive shall be funded out of any remaining project contingencies 14 Preconstruction was contracted for from the original RFP as a maximum cost of $40,000/month for 5 months beginning in January 2007 and completing in June 2007 The actual start of Preconstruction was January 15, 2007 and the completion will be July 31, 2007 An additional 1-1/2 months of preconstruction is • being provided This additional preconstruction cost is included in the MACC 15 The bid Specified General Conditions were based upon the RFP schedule as follows Start Construction June 11, 2007 Construction Complete (`Drop the Puck') October 1, 2008 15-2/3 months total In addition, the original MACC was based upon a specified MACC value of $38,000,000 The actual MACC and MACC schedule exceed these bid conditions as follows: Start Construction August 1, 2007 Substantial Completion December 15, 2008 'Drop the Puck' To Be Determined Approx Punchlist Completion January 31, 2009 17-1/2 months total The increase in construction duration and MACC value adds to the costs incurred for specified general conditions (I a staffing costs, site overhead expenses, bonds and insurance premiums, etc) The increases for the specified general conditions have been included in the MACC 16 "Allowances" shall include the direct costs of the work and escalations 17 The MACC assumes that the Contract will incorporate the changes outlined by Mortenson in our letters to Shiels Obletz Johnson dated February 28, 2006 and updated May 8, 2007 . Ken Johnson,SOJ AMIGA CENTER—Early MACC Letter July 26,2007 Page 4 of 4 18 The following is a listing of"Value Alternatives Assumptions" which are the basis of the MACC Fabricate and erect precast stadia to PCI precast tolerances ($500,000) Eliminate misc steel embeds for seating ($200,000) Eliminate misc steel embeds for MEP hangers ($50,000) Split structural steel supply and erect* ($200,000) *A$100,000 allowance has been included in MACC for structural steel supply/fabricationlerection coordination and schedule risks Costs above the allowance accrue to the Owner Reduced metal decking contract value ($50,000) Unidentified BP-103 value alternatives' ($300,000) 'risk is the Owner's to achieve Eliminate gyp board wraps at the rakers and columns ($100,000) Suites Build-out 15 (vs 20), shell only for the other 5 ($60,000) Lighting allowance set at $750,000 (saving $339,000) Landscaping bollards are eliminated ($62,500) Change mechanical screens at Suite level as allowance of $80,000 (saving $85,000) • The MACC value we are presenting represents our understanding of the project scope, quality and costs based upon the design documents and team interactions to date We understand that the desired MACC value is less than what we are presenting We reiterate our support to work with the project team to reduce the costs where possible Sincerely, M A Mortenson Company Jim Yowan Vice President ADA Shower A3 G3 G. 09F One-Piece,Open Tap Barrier-Free Shower r , • Solid,High-Gloss, Cast Acrylic Construction Reinforced with a Composite Matrix that has a si Backside Fire Rating of Wand a Flame Spread of 75 ✓ • Rugged Durable Construction ProtectsAgatnst t 3 Installation Damage and Chipping • Seamless, One-Piece Design • Factory Installed Components are Provided with Additional Bach Reinforcements to Provide Code Complying Structural Integrity `. • Available in White,Bone and Biscuit •Acrylic Shell Limited Five Year Warranty Towel Bar and all Other Fittings and Fixtures: # �= s Limited One Year Warranty i A3636 091: 36`x 36'(914 mm x 9I4 mm] One-piece, high gloss,cast acrylic,open top,barrier- free shower module with two (2) molded corner soap shelves and one (1) large cosmencshelf.Factory installed components include two(2)stamless steel,horizontal grab bars,one(1) white,phenolic,fold-up bench and one(1)stainless steel curtain Class B rod ADA compliant. Flame Spread 75 A3636 09G Same as A3636.09F,less white,phenolic,fold-up bench.Not ADA compliant. ADA A3636.09D Same asA3636.09F,less while,phenohc,fold-up ben chand stainless steel,horizon tal Model A363609FOnly grab bars.Not ADA compliant. Sg• 4t r ADA Shower A3636. 09F + �--J79i't939mm] Dimensions: 1D:36"x 36"x 75" 1914 min x 914 min x 1905 min] ,[ � [492mm) Ste, OD:39-112"x 38.112"x 76-112" 1 I [949"1 $'[IJmm) [1003 min x 978 ram z 1943 mm] [s2mm) 0 fez,] Shipping Cubes: 68 ft3 11.9 me] Shipping Weight: 239 lbs 1108 kg] 3• ` Jai'[92rmm) Warranty Acrylic Shell:Limited Five Year [79mm) —fir•[zs ] I�—s '[rooamm) [2e m) Towel Bats and all Othc) Fittings and Fixtures-Limited One Year Recommended f 1/2 f3emm 7as• Pit Size. 40-1/2"x39-112" ou cnB 11029 ruin x 2003 min] [19f8mm) Installation Info: Unit must be set in mortar base Is 201'szmm) leveled and any clearance between (iez9mmj the pit opening and the unit be filled with mortar Shimming is necessary, [94mm) 27%' it is recommended that a floor drain 19 [705mm) [+BSmmj at or near he entrance to the shower be included SEE OtTArL A-A IMPORTANT These dimensions are nominal and may vary within the range of totermce established by ASME Standard All7,1 and Z124.2 The shonrei also complies with the guidelines issued by ADA,US Architectural and Transportation Barriers Compliance Board{A&T B C B)and with most city,state and national standards for barrier free accessible sherver facilities for the handicapped,Please review all applicable codes for current standards.Anti-skid flow treatment meets performance requirements ofASTM F462-78 Features and Upgrades 180AA-Press re T162AA- H11 -Hand Held H12-24"Slide Balanced,SmANARNk Thermostatically Shower withSwwel Guide(For Hand Lever Mixing MOW Controlled, Single Fitting,69"Flexible Held Shower Valve with Check Lever Mixing Stainless Steel Attachment) Valve with Che Hose and an Inline Stops Vacuum Breaker PD2-Two-inch H30-Two-inch MBP-Lucite* (2")Plastic Drain (T)Cast Brass C2- White Shower Acrylic Sheet with Chrome Drain with Chrome Curtain with Hooks with Microban® Plated Strainer Plated Strainer Antibacterial iarnre"aa rcgisr"r"d tmdemnrk ofiN.OS ACTKIA In Miaoban^n"x6uremd+mdmmrk"fMkr"bm•Prod"c4Cang"uy,Hue4uss916 i'1C Protection Customer Service United States Cristomer Service Canada 41 Cairns Road 15 Crane Ave Mansfield,OH 44903 Suatfoni, ON N5A 6D Phone,800,8776678 Phone,800.463.2726 Fax 419.5253169 Fax•800 845 7158 11 it Email custotnersei vtce@craneplumbtng.eoin Email.-sales@craneplumbing ca CRANE PLUMBING saww cmneplumbittg.corn rroaucts Page I of 1 Terrazzo Mop Service Basin (Model: SBC3636) Dimensions: 36"x36"x6" Shipping Volume: Shipping Weight: Water Capacity: Features Options 6" Neo-corner mop service basin, plain curbs. Vandal proof dra o No o No $33.50 features options Avallabie Colors IlRelated Products Downloads o No spec http://www.craneplumbing.com/products/Default.aspx?plodNo=SBC3636&Iane=RN '7/InN+^ c� NodF a. T&S BRASS AND BRONZE WORKS, INC. Be 0657 2 SADDLEBACK COVE j P.O. BOX 1088 f TRAVELERS REST, SC 29690 em a.: • PHONE 800-476-4103 FAX 864- N-3518 amaA240, W 10002 Job Name: Architect/Engineer Approval: Notes: 8" WRIST ACTION HANDLES WITH COLOR CODED INDEXES. N FOR CLARTY) 200"" [6D8mm]lMAX END TOI END VACUUM BREAKER 3/4" GARDEN HOSE 11 5/8' THREAD OUTLET [295mm] INTEGRAL STOPS i i o 1/2" NPT 2„0 ' FEMALE —-—- ----i- [51mm] — - -INLETS FLANGE 8' [203mm) C/C i —5 1/8" [120mm] 9" [229mm] 2" (61mm) INSIDE CLEARANCE WALL BRACE ASSEMBLY ® FURNISHED WITH FOUR #12 1 1/2" - CHROME PLATED WOOD SCREWS (81mm] WALL 4 1/4' (108mm) INSIDE CLEARANCE NSF STANDARD 81 SECTION 9 CERTIN ISD Product Description: rown: Chocked Scale: SERVICE SINK FAUCET WITH POLISHED CHROME FINISH, VVJS JKD 1 : 4 INTEGRAL STOPS, VACUUM BREAKER, 6" WRIST ACTION pprove a e: HANDLES, WALL BRACE, & 3/4" GARDEN HOSE OUTLET MVW 6/27/00 KOHLER: K-2031-N:K-2031-N: GreenwichT"1 wall-mount lavatory with single-hole fau,.. Page 1 of 3 Df• I�ML Product Features �m K-2031-N , • .=F°'� GreenwichTM wall-mount lavatory with sin rgle�faucet drilling and sealed `tomVn z; (Photo shows lavatory with drain Revival®faucet.) e; 4a^,v 1 Made from premium materials that withstand high-volume usage, the Greenwich wall-mounts �,,`_� .,•_ 4d lavatory is an ideal choice for commercial applications. This model features a single-hole faucet drilling, a sealed overflow for commercial and hospital jobs, and wall hanger. • Vitreous china • 20-3/4" x 18-1/4" • Drilled for concealed arm carrier Colors/ Finishes & Prices WHITES & NEUTRALS White (-0) $121.95 *All prices are Manufacturer's Suggested List Prices in U,S. dollars. The price you pay at Your local supply outlet may be different than the Manufacturer's Suggested List Price. These prices supersede previous prices and are subject to change without notice. These prices do not include shipping. Any sales tax applicable will be added to the prices, Product Variations K-2030 GreenwichTm watt-mount lavatory with 8" centers K-2030-L Greenwich'"' wall-mount lavatory with 8" centers and soap/lotion dispenser drilling on left K-2030-R Greenwich TM' wall-mount lavatory with 8" centers and soap/lotion dispenser drilling on http://www.us.kohler.com/onlinecatalog/print.,isp?item=G282102&prod_num=2031-N&cat... 7/19/2007 ULTRA-SENSE® 6S nsor Activated Lavatory Faucet 'J S6080-G: With grid strainer drain assembly O ❑S-6080: Faucet only Ultra-Sense battery-powered, sensor-activated lavatory faucet with infra- red Position Sensitive Detection (PSD) system Faucet features 4" center deck plate and temperature limit stop to adjust outlet temperature, 1.5 ✓- �- gpm f5 7 tlmin) low profile, vandal-resistant aerator 10 second factory-set cycle time with automatic shut-off feature, 6-volt lithium battery power o O o pack, in-line check/strainers. Electronic components and battery are sealed and housed above deck in a cast brass body for maximum vandal resis- tance Grid strainer dram assembly Faucet can be installed in one of three possible supply configurations: ID Hot and cold supply with lever handle temperature adjustment (factory standard) O Hot and cold supply with pre-set tempered water (field adjusted) aun Single supply for cold or premixed tempered water (field adjusted) SYMMONS PRODUCTS MEET Modifications: ANSI Al t 2.18.1 M, EPA'92 AND ALL KNOWN FLOW RATE Add. REQUIREMENTS. ❑Suffix DP: 8"adapter plate Metering Faucets 0.25 gallons per cycle 11.0 Ucyclej ❑Suffix FR: 0 5 gpm flow restrictor • ❑Suffix NA: Non-aerated laminar flow spray outlet ❑ uffix OFG: Offset grid strainer drain assembly in place of .lob/Location standard grid dram Suffix SM: Single hole mounting ❑Suffix LST: 18"copper supply tubes in lieu of flexible hoses • • • • • • • . . ' • • • • ' . • • • • • ' ' . • ❑Suffix BRS: RadianceO polished brass finish Engineer Ir . . . . . . . . . . . . . . . . . . . . . . . . . . 152mm . • • . . . • • • • . • • • • • •Contractor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 818f1 e•-1 3/d' � ' 3911m-35mm 1++ 2" For ADA compliance (Amencans with spacer with spacer tizmm Disabilities Act) consult ADAAG or your 1g, 2 W state regulations for proper product choice 40-20 UNC without spacer eA'"" and mounting locations 4' t ozmm _ 3/r compression SYMMONS INDUSTRIES. INC 31 Brooks Drive,Braintree,MA 02 1 8 4-3804 TEL 1-800-SYMMONS,(7811 848-2250 FAX, 1-800-961.9621, (781)843-3649 Website wwwsymmons coin !'1J1�!l�XA10 0 2001-2002 Symmons industries, Inc 12/02 ��V Lavatory Carriers ' 520 Single concealed arm lavatory TAG: carrier with non-slip locking devices. For lavatories with back for walls up to 6"thick. Letter Dimensions COMMENTS: VaryAccordingto Fixture Used. %MIM 6 MAX A D SET -------------�-_ �E-. — SCREWS • --`r� CAPPED - LEVEONG LOCKING SCREWS DEVICE 1114 SCH 40 B STRUCTURAL 31 DOMESTIC GRADE PIPE 34 HOSPITAL FINISH WALL FINSH FLOOR 1*77 7 7 / / / / I T r"'� 7rr MODIFICATIONS cat wt, No Type Lbs suffix Description 520 Single 36 M19.............Eye bolts and hardware for C.I. p 520D Double 45 lavatories Note: Refer to carrier selector for applications to specific 17-71 M23....„....Escutcheons for slab type lavatories fixtures, M24„...........Extended arm supports for Arm Suffixes.05,07,08,09. Refer to page 2-8 for details. Wheelchair lavatories O M25„...........Extra long rear leveling screws for high-back lavatories 4 AM27...„„...Valve support plate on upright �] M36.,....,.. ,Rectangular Uprights 2.1 0 Tyler Pipe/Wade Division•Box 2027•Tyler,TX 75710-2027•(800)527-8478•FAX(8881879.9233 10/01/06 I Lavatory Carriers KOHLER: K-2196-4N: K-2196-4N: PenningtonTM self-rimming lavatory with 4" centers ... Page I of 2 l' OFKOHML Product Features K-2196-4N 4=Ji'4'Yii' PenningtonT11 self-rimming lavatory r ==rr �� with 4" centers and sealed overflow " s (Photo shows lavaLor y with Coralals®faucet.) „'g' The elegant, transitional design of the <� V _r Pennington lavatory coordinates with mosti"- decor, making it the most popular KOHLER vitreous china lavatory This self-rimming model features drilling for faucets with 4" centers and includes a sealed overflow for commercial and hospital jobs. s 20-1/4" x 17-1/2" Colors I Finishes & Prices • WHITES SL NEUTRALS er4 iv.1 ICI LL Ju 1-c White (-0) Almond (-47) Ice Grey (-95) Biscuit (-96) $112.90 $140.70 $140.70 $140.70 Mexican Sand {- Cashmere (-K4) Sandbar (-G9) 33) $140.70 $140.70 $140.70 COOL COLORS 0 Black Black (-7) $158 85 WARM COLORS 15 - Mexican Sand (- Innocent Blush (- 1 $1 55) $140.70 $140.70 http://www.us.kohler.conVonlinecatalog/print.isp?item=6281102&prod num=2196-4N&c... 7/19/2007 QDALITY DE6IGNED McGUIRE MFG. CO., INC. 60 Grandview Court H 170, H 170 LK, H 171, H 171 LK P.O. Box 746 � Cheshire, CT 06410 203-699-180 1 4 Fax 203-699-1813 Heavy Sweat r R D D U C T 5 www.mcgu&cmfg.com Lavatory Supply Product Specification Wits, 5t1 Extension Wheel Handle w/ Loose Key w/ 5" Extension Tube and 5" Extension Tube and 12" Riser 1211 12" Riser 1211 Brass Brass Stem Stem A 'l A i - NO. ROUGHING MEASUREMENTS A B C H170 1/2" Sweat x 3/8" O.D 1-3/8" 6-7/8" 5-3/4" H170LK 1/2" Sweat x 3/8" O.D 1-3/8" 7-7/16" 5-3/4" H171 1/2" Sweat x 1/2" O.D. 1-3/8" 6-7/8" 6" H171LK 1/2" Sweat x 112" O.D. 1-3/8" 7-7/16" 6" LK designates Loose Key R-Certified See options and accessories section for details on product variations Specifications: Supply kit shall include heavy pattern chrome plated brass stops with full turn brass stem, no plastic, (12, 15, 20) inch chrome plated copper risers and (shallow, deep, bell) (steel, brass) or (forged brass with set screw) flange. Inlet shall be (3/8, 1/2) inch (IPS, sweat, compression). Outlet shall be (3/8, 1/2) inch (IPS, compression). Supply kit shall be McGuire Supply kit shall be certified by GSA or other recognized testing authority and bear manufacturer and testing mark, Stop to be certified to 200 psi line pressure. 0 Copyright 20D2 MCQUIRE MANUFACTURING COMPANY Printed U.S.A. J McGuire Manufacturing Co., Inc. QDAI.ITY DESIGNED 60 Grandview Court B8872, B8902, B8912, P.O.Box 746 +!Cheshire,CT 06410 C8872 C8902 C8912 203-699-1801 4 Fax:203-699-1813 www.mcguiremfg.com Cast Body P Trap FRODUCT S PRODUCT SPECIFICATION With Cleanout �—Rubber Washer —Filet 1-1/4" O.D. - 1-1/2" O.D. �rass Slip Nut +—Metal Bead with Tapered Washer Joint A -*—Brass Slip Nut Flange B R Filet \Cast Body Neoprene Gasket RCleanout C to E • STOCK LINE ROUGHING MEASUREMENTS TRAP DIMENSIONS NO. INLET OUTLET A B lCtoli B8872 1-1/4" 1-1/4" 5" 4-1/2" 10" C8872 1-1/4" 1-1/4" 5" 4-1/2" 10" 88902 1-1/4" 1-1/2" 5" 4-1/2" 10-1/2" C8902 7-1/4" 1-1/2" 5" 4-1/2" 10-1/2" B8912 1-1/2" 1-1/2" 5" 4-1/2" 10-1/2" C8912 1-1/2" 1-1/2" 5" 4-1/2" 10-1/2" Note:Prefix"C"indicates die cast slip nuts. FED SPEC W.W.P.541 CAST BRASS P TRAP MINIMUM SEAL 2" See options and accessories section for details on product variations. Specifications: P-Trap shall be chrome plated cast brass body(with,without)cleanout,with 17 gauge seamless tubular wall bend, slip nuts.Reducing washers shall be used with reducing cast brass nut. With (shallow, deep,bell) (steel,brass) or (forged brass with set screw) flange. P-Trap shall bear manufacturer and testing mark 0 2006 McGmre Manufactunng Company Ail rights reserved/I Traps/www mcgurremfg carrVproducts KOHLER: K-4960-ET: K-4960-ET: BardonTM urinal with top spud: Urinals: Fixtures: Ba... Page 1 of 2 OFKMOL Product Features - K-4960-E1 us- Inap Px Bardon'rM urinal with top spud FA The straightforward design of the Bardon urinalx brings KOHLER styling and functionality to any application. Constructed of durable vitreous china, it is available in a palette of KOHLER x colors to complement any decor. '. s Washout urinal �"' • 3/4" top spud • 1 or less gallons per flush e ADA-compllant when rim is mounted no higher than 17" from finished floor Colors/ Finishes & Prices WHITES 8c NEUTRALS jl -111-1 kna,7_ (a. White (-0) Almond (-47) Ice Grey (-95) Biscuit (-96) $305.25 $396.80 $396.80 $396.80 F Mexican Sand ( Sandbar (-G9) 33) $396.80 $396.80 COOL COLORS Black Black (-7) $456.40 WARM COLORS Iraw Mexican Sand (- Innocent Blush {- 33) 55) $396.80 $396.80 http://www.us.kohler.conVonlinecatalog/print_isp?item=299802&prod_num,4960-ET&cat... 7/19/2007 • SLO AN., 02A Model OPTIMA SYSTEMS ® 8186 Battery Powered Flushometers 1► Description Exposed,Battery Powered,Sensor Operated G20 Model Unnal Flushometer. 110- Cyc FLdsh de 81186-0 5(0 5 gpf/1 9 Lpt) ❑Model 8186-1.0 Low Consumption(1 0 gpV3 8 Lpf) r ❑Model 8186 Water Saver(1 5 gpf/5 7 Lpf) Specifications Quiet,Exposed,Diaphragm Type,Chrome Plated Urinal Flushometer for either left or right hand supply with the following features • PERMEX"' Synthetic Rubber Diaphragm with Dual Filtered Fixed Bypass • Flex Tube Diaphragm designed for improved life and reduced maintenance • ADA Compliant OPTIMA Plus•Battery Powered Infrared Sensor for automatic"No Hands"operation • Infrared Sensor with Multiple-focused,Lobular Sensing Fields for high and low target detection • Latching Solenoid Operator • Engineered Metal Cover with replaceable Lens Window • Courtesy Flush" Override Button - • Four(4) Size AA Batteries factory installed - • "Low Battery" Flashing LED ® ADA Compliant • Infrared Sensor Range Adjustment Screw • Initial Set-up Range Indicator Light(first 10 minutes) Automatic • Chrome Plated Metal Handle Cap Sloan G2 Optima Plus°Flushometers activate via multi- • 3/4" 1 PS Screwdriver Bak-Chek"Angle Stop lobular sensor detection to provide the ultimate in • Free Spinning,Vandal Resistant Stop Cap sanilary protection and automatic operation A battery • Adjustable Tailpiece powered infrared sensor sets the flushing mechanism • High Back Pressure Vacuum Breaker Flush Connection with One-piece after the user is detected and completes the flush Bottom Hex Coupling Nut when the user steps away • Spud Coupling and Flange for 3✓•"Top Spud ' Functional&Hygienic • Sweal Solder Adapter with Cover Tube and Cast Set Screw Wall Flange Touchless,sensor operation eliminates the need for • High Copper,Low Zinc Brass Castings for Dezincification Resistance user contact to help control the spread of infectious • Fixed Metering Bypass and No External Volume Adjustment to Ensure diseases The G2 Optima Plus Flushometer is provided Flush Accuracy Controlled by CID'" Technology Water a with an Override Button to allow a'courtesy flush'for • o Individual user comfort • Diaphragm,Stop Seat and Vacuum Breaker to be molded from PERMEX'" Rubber Compound for Chloramine resistance 11i, Economical Sloan installed batteries speed installation and provide Valve Body,Tailpiece and Control Stop shall be in conformance with ASTM years of metered flushing to control the use of water Alloy Classification for Semi-Red Brass Valve shall be in compliance with and energy Batteries can be changed without turning the applicable sections of ASSE 1037,ANSI/ASME A112 19 2 and Military off the water Specification V-29193 Installation conforms to ADA requirements )o- Warranty 111jo Variations 3 year(limited) ❑LH Valve Body Supplied Less Handle Opening I► Special Finishes ❑PB Polished Brass(PVD Finish) ❑GP Gold Plate(PVC Finish) UL ® Listed SP ® Certified ❑EN Brushed Nickel(PVD Finish) ❑SF Satin Chrome This space IDr Archllect/Engineer approval See Accessories Section and OPTIMA Accessories Section of the Shen Job Il me Date catalog for details on these and other OPTIMA Pluse Flushometer variations. Model Specified Quantity Violations Spedlied Custorner/Wholesaler Contoaclw Aic3iNBC1 G2 Optima Plus 8186 S S —Rev 1 (09106) The hfamaton conlaIned In the doa rnerd Is subject to change without notice Universal Carriers ` 400 Universal hanger plate TAG: carrier with pipe uprights and rectangular base feet for urinals,lavatories,drinking fountains and water coolers. 420 Hanger plate carrier,drilled It- 4112 MAX per order,for fixtures the 112 MIN 400 universal carrier will not ^�2 ---to----� accommodate. (Specifyfixture number on order). j I j j I I HANGER FURNISHED AS RECrD r WITH HEX KEY r[ FIXTURE SETSCREW CASTIRON 0 °0�0o eoo ° HEADER j COUPLING I I I � FINISHED WALL I I I I I I I I r I I I ROUND UPRIGHTS I 8 � I I FINISHED FLOOR I e 7 0 013 IS 2 "I , � � � •L FOR 112'ANCHORS COMMENTS: Cat wt.No Type Lbs REFER TO CARRIER SELECTOR FOR 00 400 SGL-Universal Plate 30 APPLICATIONSTO SPECIFIC FIXTURES. r-1 400D DBL-Universal Plate 35 p 420 SGL-Drilled Per Order 40 MODIFICATIONS CO 420D DBL-grilled Per Order 45 suffix Description Note All dimensions apply to 400 series universal carrier. 0 AM11..........Lower bearing plate with studs Dimensions for 420 will vary slightly Letter dimensions vary p M3...............Vandal Proof capnuts according to fixture used O M5...„... Wrench for VPcapnuts 22 M3b..„.........Rectangular Uprights C 2_ Tyler Pipe(Wade Division•Box 2027•Tyler,TX 75710627•COBB)527-8478•FAX(88a)879-9233 101011% Lavatory Carriers KOHLER: K-4330-L: K-4330-L: KingstonTM wall-hung bowl with top spud and bedpan 1... Page 1 of 2 • OFRONUM Produ t Fgstures K-433 _ KingstonTIVIlwall-hung bowl with top spud an errtess seat _° �,, (Photo shows lodel bowl with Lustra'"seat.) Kingston toilet bowls are precision-engineered to meet the challenging demands of Loday's commercial bathrooms, This elongated bowl's wall-hung design allows for easy cleaning and offers a streamlined look well-suited for inlenslve use. • 25-5/8" x 16-3/4" x 13-1/4" • 1-1/2" top spud • Includes bedpan lugs • ADA-compl+ant when installed at required height of 17" - 19" from floor to top of seat or Installed with toilet seat Colora/Finishes & Prices WHITES & NEUTRALS s, = �' ` c-- }I,,.:"'=-r .._ White (-0) Almond (-47) Ice Grey (-95) Biscuit (-96) $175.80 $222 55 $222.55 $222.55 M5 1,--M-111, Mex[can Sand(- Sandbar (-G9) 33) $222.55 $222.55 COOL COLORS 0 Black Black (-7) $252.90 WARM COLORS Mexican Sand http://www.us.kohler.comlonlinecatalogtprint isp?item=278802&prod num=4330-L&cate... 7/19/2007 SLOA No Model OPTIMA SYSTEMSGSA ". 8113 Battery Powered Flushometers ®• Description Exposed,Battery Powered,Sensor Operated G20 Model Water Closet Flushometer for floor mounted or wall hung top spud bowls. Fit Gycle el 811 Model 8113-1.6 Low Consumption(1 6 gpi/6 0 Lpf) _5 ❑Model 8113 Water Saver(3 5 gpf/l3 2 Lpf) h Specifications Quiet,Exposed,Diaphragm Type,Chrome Plated Closet Flushometer for either left or right hand supply with the following features • PERMEX"' Synthetic Rubber Diaphragm with Dual Filtered Fixed Bypass • Flex Tube Diaphragm designed for improved life and reduced } maintenance • ADA Compliant OPTIMA Plus•Battery Powered Infrared Sensor for p s_ automatic"No Hands"operation • Infrared Sensor with Multiple-focused,Lobular Sensing Fields for high and low target detection • Latching Solenoid Operator • Engineered Metal Cover with replaceable Lens Window • User Inendly three(3)second Flush Delay • Courtesy Flush'" Override Button • Four(4)Size AA Batteries factory installed • "Low Battery'Flashing LED 111� ADA Compliant • Infrared Sensor Range Adjustment Screw • Initial Set-up Range Indicator Light(first 10 minutes) 00- Automatic • Chrome Plated Metal Handle Cap Sloan G2 Optima Plus*Flushometers activate via ri • 1"1 PS Screwdriver Bak-Chek°Angle Stop lobular sensor detection to provide the ultimate in • Free Spinning,Vandal Resistant Stop Cap sanitary protection and automatic operation A battery • Adjustable Tailpiece powered infrared sensor sets the flushing mechanism • High Back Pressure Vacuum Breaker Flush Connection with One-piece after the user is detected and completes the flush Bottom Hex Coupling Nut when the user steps away • Spud Coupling and Flange for 1 r/z"Top Spud • Sweat Solder Adapter with Cover Tube and Cast Set Screw Wall Flange $I Functional&Hygienic • High Copper,Low Zinc Brass Castings for Dezincification Resistance Touchless,sensor operation eliminates the need for • Fixed Metering Bypass and No External Volume Adjustment to Ensure user contact to help control the spread of infectious Water Conservation diseases The G2 Optima Plus Flushometer is provided • Flush Accuracy Controlled by CID" Technology with an Override Button to allow a"courtesy flush' for • Diaphragm,Stop Seat and Vacuum Breaker to be molded from individual user comfort PERMEX'" Rubber Compound for Chloramine resistance ` Economical Sloan installed batteries speed installation and provide Valve Body,Tailpiece and Control Stop shall be in conformance with ASTM years of metered flushing to control the use of water Alloy Classification for Semi-Red Brass Valve shall ba in compliance with and energy Batteries can be changed without turning the applicable sections of ASSE 1037,ANSVASME Al 12 19 2 and Military off the water Specification V-29193 Installation conforms to ADA requirements ® Variations �► Warranty 3 year(limited) ❑LH Valve Body Supplied Less Handle Opening Special Finishes ❑PB Polished Brass(PVD Finish) ❑GP Gold Plate(PVD Finish) ® Listed SP ® Certified ❑BN Brushed Nickel(PVD Finish) ❑SF Satin Chrome This space for Architect/Engineer approval See Accessories Section and OPTIMA Accessories Section of the Sloan Jobillm pate catalog for details on these and other OPTIMA PlusO Flushometer variations Model Spectiled WaMlty The Model 8113 valve is designed for installations where toilet seat with VanAm specified covers are being used CuslomedWhotesaler Conlractor —-— Architect _ G2 Optima Plus 8113 S S —Rev 1 (09/06) The information mntahrW in tits c D=mnt is subject to change Wihoot notice KOHLLK: K-4679-CA: K-4679-CA: Lustral m elongated toilet seat with 2" lift seat hinge,... Page 1 of 1 ummf& Product Features ` ;' __ K-4679-CA Yj i 'nr a,Lz LustraTM elongated toilet seat With 2" IT lift seat hinge, 1" high bumpers and •� ;; antimicrobial agent - - Featuring sturdy, chip-resistant polypropylene t construction and a finish that won't stain or peel, the Lustra toilet seat is ideal for commercial or institutional applications. This elongated, open- front seat includes an antimicrobial agent that inhibits the growth of odor-causing bacteria, mold and mildew on the toilet seat. o With 1" bumpers that add 2" of height to the toilet Colors I Finishes & Prices WHITES & NEUTRALS 11 11 Ji White (-0) $63.95 *All prices are Manufacturer's Suggested List Prices in U.S. dollars. The price you pay at your local supply outlet may be different than the Manufacturer's Suggested List Price. These prices supersede previous prices and are subject to change without notice. These prices do not include shipping. Any sales Lax applicable will be added to the prices, This page was printed from http://www.us.koh ler.com/onIInecata log/print,jsp?item=293302&prod _nu m=4679-CA&category=30&frm=&s_channel=Bathroom&s_prop2=Fixtures &s_pageName=Lustra(TM)%20elongated%20toilet%20seat&s_prop3=K-4679 -CA&s_prop4=Toilet%20Seats&s_props=null&s_prop7=Lustra(TM) KOHLER Co. M/S 019 444 Highland Drive Kohler, WI 53044 Phone: 1-800-4-KOHLER (456-4537) Hours. 7:00 AM - 6:00 PM (Central Time) Monday to Friday This page was printed on 7/19/2007 5:04 PM http://www.us.kohler.com/onlinecatalog/print.jsp?item=293302&prod_num=4679-CA&ea... 7/19/2007 WifflA Closet Carriers . 330 Series (Siphon Jet or Blowout) TAG: No-Hub single and double adjustable vertical carrier-fitting. +} —_- 13 14 2 RES C r`NAx 4'PLASTIC CLOSET COUPLING FINISH WALL PRENE BOWL SAVER NUT NEO WASHERlNUT BOWLOASKET •1-WC MINIMUM'C DIMENSION OBTAINABLE ICUT COUPLING) SINGLE LEFT HAND UNIT SHOWN �Z C7 For Up To B'-C-Dlmenslon 16� �) C11 For Up To 10•-C-Dimension q +� C14 For Up To13'-C-Dlrnenslon t Q C24 For Up To 23'-C-Dimenelon t • {(AM4)For-V Fool Support Recommended _ For II Foot S ions tOverRecommended � COMMENTS: T� 17 9112MAx x 22 4112MW m No-Hub 13 MMIN Cat. wt. No. Lbc. C] 330NL....................................................95 L� 330NR....................................................95 7C DIMENSION SHOULD ECUALFORUIERCUGH-MHEIGHT LI/OS ARE REMOVABLE IN 1M'INCREMENTS (See poges 1-32 through 1-35 for option delails) Z> 330ND 330NL 330NR (No Side Inlet) (No Side Inlet) (No Side Inlet) 10/01/06 Tyler Pipe1Wade Division•Box 2027-Tyler,TX 75710-2027•(80D)527-8478•FAX(888)879-9233 Carriers L I r Closet Carriers ' 360 Series (Siphon Jet or Blowout) SV Hub and Spigot single TAG: and double fixed offset vertical �� carrier-fitting. COMMENTS: 4 -- - I I >� `T _ PFAR96WPIWE A .wwa6Pro6r _\ aarsic 36000.M14 6h MIN Ph MAX xPl,uNAn�ua�fr wRrXruQrcsrEl p 80vM1 p —ear+tw srsu wuwwnu w"Nrs6aN'A a EMI eN 1hr �BJM6�A9 P:f 6PWacjp La-Mrw1 4 9{ RM14 T a O 1) v �{ °3 O a m.+ aNa E l e I SV Hub and Spigot Cat Wt. No Lbs. 360CL.............................................................................75 E-1 360CR...................................... .» __.... »...»...........75 E-1 360CL,AB..................................................................75 G7360CR,AB.................................................................75 r--1 360CD.........................................................................106 F-1 360CD,AB............._................................. ... ..........105 360CR 360CL (See pages 1-32through 1-34 for option details) 10/01/06 Tyler PlpeiWade Dwlslon•Box 2027.Tyler,TX 7571 D-2027•(800)527-8478•FAX(888)879-9233 1 -29 Carriers Y Closet Carriers 310-36 Series SV Hub and Spigot single and double adjustable long TAG: barrel horizontal carrier-fitting. 9 - ANCHOR —_-_— .---_---_ FOOT 11 11S 1 1 ----— — — —— — — '10 S w — — a 21 C*MAX � 4•Plaenc PLING FiNISHWALL NEOPRENE DOWLSAVERNUr BOWL GASKET WASHERINUT SINGLE LEFT IW1O VNme1N]WN S •1.VCMINIIMUUMM'C DIMENSION OBTANABIE(OUTCd1PLING) d) 07 For UpTo6'-C-Dimension — GSt For Up To 10•-C-Dimen,21 �C14 For Up To 1S'.C-Dfmanalmf 7� Q C24 For Up To 28•-C-D5mnalon1 W. t(ANI4)AUKlgery Foot Support Recommended For-c-Dlmenabna Over To' _ 1 —___-� x 4 ffi MS` O COMMENTS: o _ _ 1 w.Gueruaxl MNI L1Ax 7WE _ O 4 at SPHON AT W OIMENSION SMOUia EOUAL FIXTURE RMSHAIEISia FR74100NLV LUGSAREREMOVABLS N 1W INQRSLIIENTa SV Hub and Spigot Cat, wt. No. Lbs. O 31OCL36.. ............... ......75 aOptions: ID 31OCR36 ........................75 See Pages 1-32 through 1-36-- 0 310CD36...................... 130 10/01/06 Tyler PipeMade Division•Box 2027-Tyler,TX 757f 0 2027-(800)527-8478-FAX(888)879-9233 1 -17 Carriers DAYTO N SAk-` Dayton® Hospitality Sink p hl . SPECIFICATIONS Models D11515 and D11516 GENERAL Sink bowl seamlessly drawn of heavy gauge, nickel bearing stainless steel.Self-rimming. DESIGN FEATURES Bowl Depth:5-1/8". o o d Corners; Interior vertical and horizontal corners are r rounn ded to a minimum of 2-1/4' radii Finish Exposed surfaces are polished to a satin finish with highshine bowl radius. Underside.Undercoated as described below. Self-rimming- Sink is furnished with appropriate number of clips and screws to provide a secure installation. OTHER Drain Opening.2'(D11515 and D611515).3-1/2" (D11516). NOTE: Unless otherwise specified, sink is furnished with 2 Model D115152 faucet holes. This sink complies with ANSI Standard A112.19 3M QThis sink is listed by the International Association of Plumbing and Mechanical Officials as meeting the requirements of the Uniform Plumbing Code SINK DIMENSIONS {INCHES)* Cutout In No.of Counlerlop 1r/a"Dia. 1f/2"Radius Faricel Minimum Ship, Model Overall Inside Bowl Corners Holes Cabinet Wt. Number L W L W D L W 4"Center Sine Lbs, D11515 15 15 12 10 51/a 143/s 143/8 1,2 or 3 16 41/2 • 011516 15 15 12 10 51/2 143/8 143/a 1,2 or 3 18 5 D611515 15 15 12 10 51/a 14% 143/a 1 or 2 15 20 'Length is left to night Width Is front 10 beck D-Preflic sfnks are packed one per shipping carton Sink bowl Is fully undercoated to prevent condensation and deaden sound D6-Prefix sinks are nested 6 units per shipping carton Sink bowls are sound deadened on bottom only 4' 2" 10 15" 12" 15° Bowl Depth is 5-1/0° Model D115152 Illustrated ALL DIMENSIONS IN INCHES,TO CONVERT TO MILLIMETERS MULTIPLY BY 25.4. do lreepep Wft owpoecy ofC&Wft*v Am"Imorovemerit,Si reserves the ddtrt to drenae 72W specAkatbn describes ah ERFay propVret wM design,queAy srrC ereslfarW bomfila to the product specakeaons wilhout nab& user When metung a coorperfson of Other producers'odetktim be certetn arose restorer ere not ----_ ovedooeed Elkay 2222 Camden Court Printed in U S A. www.slkayusa.com Oak Brook, IL 60523 02003 Elkay (Rev 9/03) 2-3F "' QDAIIfYDHSICNbD McGUIRE MFG. CO., INC. REV 0 60 Grandview Court 153, 154 P.O. Box 746 ri► Cheshire, CT 06410 203-699-1801 0 Fax 203-699-1813 r R o D U C T¢ www.mcguiremfl.com 7 Bar Sink Strainer Product Specification � J B T A Rubber Washer Brass Nut — Polypropylene Washer 4" —Brass Slip Nut NO. DESCRIPTION A B 153 BAR SINK STRAINER 1-5/8" 2-3/4" 154 DEEP BAR SINK STRAINER 2-3/4" 2-7/8" See options and accessories section for details on product varlations Specifications: Wrought Brass Chrome Plated Bar Sink Strainer with 1-1/2" x 4" seamless brass tailpiece, cast brass lock and coupling nut. Fits sink thickness up to 3/4 inch. 0 Copyright 2002 MCGUIRE MANUFACTURING COMPANY Printed U.S.A. f SYMMETRW Single Handle Kitchen Faucet s-23-3-BH ❑S-23-3-SH: With hose and spray mounted on escutcheon ❑S-23-2-BH: With hose and spray ❑S-23-1-BH: With swivel spray aerator in place of hose and spray ` , 5-23-BH: Faucet only Symmetrix Single Lever Kitchen Faucet with ceramic control components, handle limit stop, and red/blue indicators on handle 8 3/4' (222mm) S-23.2-BH swing spout with aerator, 20" (508mm) braided hose supplies, 8" (203mm) centers, metal construction, polished chrome finish Modifications: Add: A I ❑ Suffix LP: Loop handle �4Suffix W. 6" (152mm) lever handle ❑Suffix 10: 10 7/8" (276mm) swing spout with aerator Suffix VP: Vandal resistant aerator aoa ❑Suffix BRS: Radiance® polished brass finish ❑Suffix PCB: Polished chrome and Radiance®polished brass finish SYMMONS PRODUCTS MEET ❑Suffix STN: Radiance®satin finish ANSI Al 12.18.1 M, EPA-92 ❑Suffix AWT: White finish AND ALL KNOWN FLOW RATE REOUIREMENTS. Kitchen and Lavatory Faucets 2.2 GPM (8.3 Vmin) • 10m . 257mm Job/Location . . . . . . . . . . . . . . . . . . . . . . . . . . 7a. < I 184mm Engineer 133mm 61" . . . . . . . . . . . . . . . . . . . . . . . . . Contractor spacer }^-13m . . . . with spacer " " . . . . . . . . . . . . . . . . . . a"-20 UNC 11"-32mm . . . . . . . . . . . . . . . . . . . . . 20" without spacer 508mm For ADA compliance (Americans with j"-COMP Disabilities Act) consult ADAAG or your BP state regulations for proper product choice and mounting locations 222mm 276mm 8" 203mm SYMMONS INDUSTRIES, INC 31 Brooks-SYM Braintree, 1 8 02184-3604 TELwe site SYMMO m (781(648-2250 FAX I-800-961-9821, (781)843.3849 �® Web site vnr✓w symmons rnm 0 2004 Symmons Industries, Inc 061604 7 i0ffRCOMCOMITE Lcrborcotorres, Inc. INSTANT-FLOW® SR - TANKLESS ELECTRIC WATER HEATERS SUBMITTAL SHEET Engineer/Architect: Date: Job Name/Customer: Phone: Location: Contractor: Phone: ❑ Lavatories gT M�MYNilptta ❑ Kitchen / Bar Sinks i ❑ Service Sinks A[CE55 NOit x ❑ Scrub Sinks f 'LL. ❑ 'a The point-of-use water heater shall be a Chronomite Laboratories Instant-FlowTM SR Tankless Electric Water Heater, Model No, with Vac and Amperage, with Celcon waterways and nichrome (Modal No.) (Voltage) (Amperage) heating coils, or an approved equal. Hot Water Storage vessels are expressly prohibited. Low Flow Rate model with Omni® faucet flow control Standard Flow Rate model with Omni® faucet flow control �- SELECT ONE FROM EACH BELOW Low Flow Rate (0.5 GPM) Flour Rate (1.D GPM) I Model - 'P Watts Volts Breaker Model Watts Volts Bleaker SR-15L 1800 110-120 15 SR-306240 208 30 SR-15L - 4150 277 15SR-20L 2400 110-120 20SR-307200 220-240 30 SR-20L 4160 208 20 SR-308320 277 30 SR-20L - 4800 220-240 20 SR-408320 208 40 SR-20L 5540 277 20SR-30L 3600 110-120 30 SR-409600 220-240 40 INSTANT-FLOW®-CHRONOMITE LABORATORIES,INC. 1420 W 240th Street,Harbor City-CA 90710 U.S A Customer Service Toll-Free:(800)447-4962 (310)534.2300 Fax (310)530-1381 wimchmnom[e wm page I 4 c0HRO CAUTE Lcrborestories, Inc. INSTANT-FLOWS SR - TANKLESS ELECTRIC WATER HEATERS monism LOW FLOW STANDARD FLOW _Model Series SR-151. Model Series SR-30 120 VAC/ 15 Amps 208 VAC/30 Amps 277 VAC/ 15 Amps 240 VAC/30 Amps 277 VAC/30 Amps Model Series SR-20L 120 VAC/20 Amps Model Series SR-40 208 VAC/20 Amps 208 VAC/40 Amps 240 VAC/20 Amps 240 VAC/40 Amps 277 VAC/20 Amps For wire size,please refer to* Model Series SR-30L Table 310 16 National Electric Code 120 VAC/30 Amps • 2 Standard Flow Rate Models in Parallel • 2.0 -3.0 GPM Flow Rate (discharge side) ❑ Two Model SR-301277(plumbed-In-parallel) ❑ Two SR401240(plumbed-in-parallel) 57•F Temp. Increase at 2.0 GPM Flow Rate 66•F Temp Increase at 2.0 GPM Flow Rate ❑ Two Model SR-401208 (plumbed-in-paralletl . 57•F Temp Increase at 2.0 GPM Flow Rate Note: When heaters are lumbed4n-parallel,separate electrical service must be installed for each individual heater) r r'& _�__ __ TYPICAL INSTANT-FLOW® HEATER WIRING DIAGRAM 114' 518 314" Nfvd + !?R - Dimensions: 6 x9 "x2 Rx,,tst,��,rj c c,v-o.:l+t•�s: - Weight: 5 Lbs t - Materials: Rugged cast-aluminum alloy housing and Celcon waterways with nichrome parts TNH7e0,t1t0Mr1 Tlentiat (unless stainless steel housing) y y aanrfteacuru� - Maximum Operating Temp: 140°F %infraDutear" - Minimum Operating ,, zxr Pressure: 25 psi - Maximum Operating Pressure 150 psi1rfr*Na/s - Listings : UL, IAMPO, HUD - Warranty: (1)one year MODEL NUMBER SELECTION:- Example: SR-30L 120 VAC 30 Amps Model No. Voltage Amperage For Optional Stainless Housing add"SS" Example: SR-30LSS 120 VAC 30 Amps INSTANT-FLOW®-CHRONOMITE LABORATORIES,INC. 1420 W.240th Street,Harbor City- CA 90710 U S.A. Customer Service Toll-Free.(800)447-4962 (310) 534-2300 Fax. (310)530-1381 Form SS-50 Rev KO F www.chrojiomite.com A Division at Acorn Engineering page 2 ELKAY 7 Station Wall Mount Water Coolers Ba BarriewFree Access (Adult and Child) Two 61 Compliant- Models EZTL8C, SPECIFICATIONS EZSTL8C9 EZTLDDC and EZSTLDDC GENERAL Self-contained, wall hung electric refrigerated water cooler. Chilling capacity of 50OF drinking water, based upon BO°F Inlet water and 90OF ambient. frff Model EZSTL8C has self-closing Easy-Touch Controls on front, left and right of each unit. Model EZTL8C has self-closing Easy-Touch Controls on the front of each unit. Model EZSTLDDC non-refrigerated Same as EZSTL8C without cooling system.(Requires outlet for power cord.) Model EZSTL8C Model EZTL8C All models have a hooded stream projector with Easy-Touch Controls that require less than 3 pounds of force to activate commercial-grade solenoid based flow control. Patented*valve with built-In flow regulator provide constant stream from 20 to 105 psi water pressure Bubbler orifice fully protected to meet all Condenser: Fan cooled, copper tube with aluminum fins Fan sanitary codes motor is permanently lubricated NOTE Minimum 40 psi supply line pressure required in special Cooling Unit Combination tube-tank type Tube portion is circumstances where both sides of bl-level are in use simultane- continuous coll of copper tubing. Tank is stainless steel. Fully ously to ensure adequate stream height Does not apply to non- insulated with EPS foam which meets Underwriters Laboratories refrigerated units Inc.requirements for self-extinguishing material. This model cooler consists of a refrigerated lower unit which Refrigerant Control Refrigerant HFC-134a is controlled by requires a water supply,drain outlet and electrical supply. accurately calibrated capillary tube for positively trouble-free ADA COMPLIANT operation. These Water Coolers comply with the requirements of A.D.A. Temperature Control:Enclosed adjustable thermostat is factory (Americans with Disabilities Act) when properly Installed. Unit is preset. Requires no adjustment other than for altitude require- compliant if installed In an alcove and is also compliant when ments.Easily accessible mounted on an exposed wall if a wing wall Is located on the left CONSTRUCTION side or if LKAPREZL apron is Installed under upper unit. Also Frame.Galvanized structural steel chassis supports refrigeration meets the guidelines for children's environments providing the system and fastens to wall Provides increased structural integrity floor to orifice height is 30° or less on the lower unit and proper and rigidity to cooler. clear floor space is provided for parallel approach (Based on Architectural and Transportation Barriers Compliance Board final Stainless Steel Basin Type 304, one piece polished to a ruling.)Check Local and State Codes. uniform Elkay bright luster finish Basin has integral drain grid, NO LEAD DESIGN embossed bubbler pad.No exposed fasteners. These Water Coolers are certified to be lead-free as defined by Exclusive Ftexi-Guard® Safety Bubbler*: Innovative design the Safe Drinking Water Act Elkay Water Coolers are manu- utilizes an Infused anti-microbial pliable polyester elastomer to factured with a waterway system utilizing copper components prevent accidental mouth injuries. Flexes on impact,then returns and completely lead-free materials These waterways have no to original position Strong. Abrasion-resistant. Anti-sweat lead because all lead materials,such as leaded brass,have been Keyed in location to prevent rotation removed. All joints are brazed using silver solder only. No lead Upper Shroud:Contoured shock-absorbing, provides additional solder is permitted A strainer with an easily cleanable screen is protection against accidental injury No exposed fasteners provided to allow trapping and convenient removal of waterborne Lower Shroud: One piece easy to remove and replace. Allows particulate of 140 microns and larger prior to their entry into the water cooler access to internal components from three sides These water coolers are certified to NSFlANS181. Cabinet: Cabinet design allows for flush to wall mounting. No recess space Is required. CAPACITIES CHART Color Selection:Unless otherwise specified cabinet is two-tone �GPBofWFOnnkliWater gray upper shroud with textured gray lower shroud. Stainless Boom Tem eratura°F Full Glasit Ship. Steel lower shrouds available at extra cost thodel Basa p Bated Load Filler WI Number Bale 707 801E 9G°P Watts Amps Option Us. 5 YEAR LIMITED WARRANTY on the rsyst e are system of the EZSTL8C 8.0 97 88 80 370 40 Yes 89 unit Electrical components and water system are warranted for 12 months from date of installation. Sample Certificate available EZTL8C 80 97 83 80 370 4.0 Yes 89 on request EZTLDDC - - - - - - Yes 6S Elkay Pressure-Type Water Coolers are designed to operate on 20 psi to 105 psi supply line pressure If inlet pressure Is above EZSTLDDC - - - - - - Yes 66 105 psi,a pressure regulator must be installed In the supply line Any damage caused by reason of connecting this product to sup- "aased on sO°F hlet water temperature (Glass Illler available at extra cost ply,line pressures lower than 20 psi or higher than 105 psi is not Requires factory preparation to receive glass filter.Upper unit only covered by the warranty Rated watts shown are based on operational(non)time,In compllance with AR I Standard 1010 conditions Specific applications will determine the actual watts STANDARDS consumed per hour Watts consumed will be based on number of people Elkay Electric Air Cooled Water Coolers meet the se veil per hour(usage),ambient temperatures,and inlet water temperature C �L US requirements of NSF/ANSI 61. Unit complies with COOLING SYSTEM A.R.I.Standard 1010. Motor Compressor: Hermetically sealed, reciprocating type, 115VAC, 6OHz single phase. Sealed-in lifetime oil supply, Equipped with electric cord and three prong molded rubber plug (domestic models). 'Patent#4,481,971 N keephg wAh ow aclky orcontini g Product knprm'ement.EAreymsarvea ere dpla a ahmpe This speakarion describes aer Erwy product error dwwk Waily and uwuensf beat to no pmaiiret specdlcadms wilhuut notice user When meMng a compxaorr of other producers'of/efts,be ceitm anew re*mare not ovedooked Elkay 2222 Camden Court Printed in U SA elkayusa.com Oak Brook,IL 60523 02005 Elkay (Rev 7/06) 12-24D r TwoStation Walt Mount Water Coolers Bar ELKAY Barrier•Free Access (Adult and Child) NSF/ANSI 61 Compliant - Models EZTL8C, EZSTL8C, EZTTDDC and EZSTLDDC ROUGH-IN DIMENSIONS IMPORTANT[ 316"O D TUBE CONNECT INSTALLER PLEASE NOTE[ 1/4'O.D TUBE COLD WATER This water cooler has been designed and built to provide waterto the user which has WATER INLET SUPPLY BY BUILDING WATER not bean altered by materials in the cooler waterways TO COOLER OTHERS INLET The grounding of electrlcal equipment such as telephone,computers,etc,to water lines Is a common procedure.This grounding may be In the building but may also occur away from the building This grounding can cause elecldcal feedback Imo a water cooler creating an electrolysis which creates a metallic taste or causes an E71 Increase In the metal content of the water.This condition is avoldable by installing the cooler using the proper materials as shown below -- NOTICE NOTE WATERFLOW This water cooler must be connected to the water supply using a dielectric coupling DIRECTION SERVICE STOP The cooler Is furnished with a non-metallic strainer which meets this requirement (NOT FURNISHED) The drain trap which is provided by the installer should also be plastic to completely Isolate the cooler from the building plumbing system OPERATION OF QUICK CONNECT FITTINGS SIMPLY PUSH IN TUBE IS SECURED PUSH IN COLLE r TUSETOATTACH IN POSITION TO RELFA��SE TUBE x �, A B C PUSHING TUBE IN BEFORE PULLING IT OUT HELPS TO RELEASE TUBE FRONT VIEW SIDE VIEW 16-3/a•' (466mm) 19' 9132"O(6) 18-3/6" (484mm) pmm) 6-3/B" 6.316" (466mn1) (182mm) KMGER (162mm) BRACITT 2' (51mm) 6.318' 6.318' (162mm) (162mm) - -------- --------- = A(PREFFEREO LOCATION ( - 1 (51 mm) - 51•mm A(ALT LOCATION) 718' �---------- ----'----- - I� (975mm) 6-1/16' (A ORIFICE 405mm I I HEIGHT ( ) 4k 1622mm) ---' (835mm) - '34.5/16" ) ( OR GIHGE G -_ (872mm) D(PREFFERED LOCATION - -` 3" '21.7/8" (732mm) '31-5/16" (76mm) " Bm) (796mm) '225(556mm) RIM HBfi 5-718'- 116' '19 -T LOCATIO6 D 27' (318mm) (150mm)(583mm (494mm) R66mm F 56ni •13-15116' A➢A ep� ent '12-112' 7/6" 34 (354rer) (147-1M1) {74 / 43 in 7 m 7" (178mm) (178mm) LEGEND A-RECOMMENDED WATER SUPPLY LOCATION 318 0 D.UNPLATED COPPER TUBE CONNECT STUB WITH SHUT OFF(BY OTHERS)31N (76mm) MAXIMUM OUT FROM WALL B=RECOMMENDED LOCATION FOR WASTE OUTLET TO ACCOMODATE 1-1/2'NOMINAL DRAIN DRAIN STUB 2 IN OUT FROM WALL C=1-1/2 TRAP NOT FURNISHED D=ELECTRICAL SUPPLY(3)WIRE RECESSED BOX DUPLEX OUTLET F=7/10 BOLT HOLES FOR FASTENING UNIT TO WALL 'REDUCE HEIGHT BY 3 INCHES FOR INSTALLATION OF CHILDRENS ADA COOLER INSURE PROPER VENTILATION BY MAINTAINING 6'(152mm)MINIMUM CLEARANCE FROM CABINET LOUVERS TO WALL, Elkay 2222 Camden Court Printed in U S A Oak Brook,IL 60523 02006 Elkay 12-24D (Rev.7/0e) elkayusa com C-96-500-B30-V-X Temptrol® Shower System with Hand Spray Temptrof Commercial Series Pressure-Balancing mixing valve with fever handle, integral service stops and adjustable stop screw to limit handle turn. Levertrol dtverter with integral volume control Cast brass adjustable spray shower head with arm and flange. Wafl/hand shower with flexible metal hose, in-line vacuum breaker, wall connection and flange 30"slide bar for hand shower mounting Modifications: Suffix IPS: 1/2"female IPS connections Suffix REV: Reverse coring, rot on right, cold on left, for back to back Installations Suffix QD: Quick-disconnect for hand spray units Suffix B48: 48"adjusting bar in place of standard 30" bar I aca SYMMONS PRODUCTS MEET ANSI Al12.18.1M, EPA'92 (role 1/2' 1 P.S. threod must protrude 7/8" AND ALL KNOWN FLOW RATE 22mm) from finished Noll for proper installation REQUIREMENTS of street ell and flonge Shower Heads and Hand Showers 2.5 GPM (9,5 Umm) I 4518• screw bar support tt6mm Into stud or mstoll proper hocking I` Job/Location (� 67/2' _ . . . . . . . . . . . . . . . . . . . . . . . . . . I— 164mm opprox I Ilnished 6'-152mm well . . . . . . . . . . . . . . . . . . . . . . . . . . right or left (0 h shorier Engineer la. discharge 29mm l 2B16 II735mm _jiI — . . . . . . . . . . . . . . . . . . . . . . . . . . -- 30 I . . . . . . . . . . . . . . . . . . . . . . . . . . --- 762mm �1� 44mm °Pp0` 7 s„ Contractor s6 5!e' 178mm e 930mm min 16mm 2 f 3mm @7 3/8' 1e7mm hat and I I Tiros drawing to be used for rough n I li it i 4�Qrox cold inlets 2• installation only All floor to center , 4• 1016mm 51 x 102mm min dimensions optional Concealed p1p- lase stops 13 mg and fittings not furnished by marlu- s1n odpstment L,,. facturer Dimensions are for ADA compfi- f40mmmin ff 2 ance(Amencans with DlsabilitlesAct)consult Mth stops l3mm ADAAG or your state regulations for proper floor line product choice and mounting tocatlons For complete installation,adjustment and service information see installation instructions SYMMONS INDUSTRIES, INC. 31 Brooks Drive, Braintree,MA 02184-3804 TELWe site wwsyrVS, (781I848-2250 FAX I-800-961-9621.(781)843-3649 \� Web site wwwsymmons tom 0 2004 Symmons Industries, Inc. 072204 C-96-1-151-X Temptrol® Shower System Temptrol Commercial Series Pressure-Balancing mixing valve with lever handle, integral service stops and adjustable stop screw to limit handle C4 turn Universal shower head with tamper-proof spray pattern adjust- ment and tamper-proof angular direction of spray adjustment.All mounting fasteners for valve and head are vandal resistant recessed hex socket type Modifications: Suffix IPS: 1/20 female IPS connections Suffix REV: Reverse coring, hot on right, cold on left, for back to back c© p installations Suffix A: Anchor plate to simplify mounting of Fre-Flo, Senior, and Universal shower heads on ceramic the Suffix BB: Back plate and thru bolts for Fre-Flo, Senior, and Universal shower heads to accomodate extra thick wall up to G" (Specify dimension for thicker wall) SYMNIONS PRODUCTS MEET ANSI All 12.10.iM, EPA'92 AND ALL KNOWN FLOW RATE v i REQUIREMENTS, - - --------- --- - — Shower Heads and Hand Showers 2.5 GPM 19.5 Umin) I I 2 Ill 6' I_41r2• • iIi 52mm f 1f4mm I � Job/location Ili � ill . . . . . . . . . . . . . . . . . . . . . . . . . . epproz Ili 24• I . . . . . . i610mm shower I,1 discharge , Engineer II II I 1 5M• II P' firished wal I i 16mm 167wa 3m - ---------- j Contractor . . . . . . . . . . . . . . . . . . . . . . . . . . ; 1 1 � � nor and 1 I . • 14 I cold Inlets F�--�-102mm min �uetrnent I I slaps5112• lase a I swu 1rz. This drawing to be used for rocrgrrm uutallatron 140im,min �+ 46 13mm on}� All floor to center dimermns ppbpr�I with slope 1219mn 2' I 1n' Concealed piping and fittings not flNn151'led by 51mm 13mm marxilacturer For AEA corrlphan ce )Mlencans with Disabilities Act) consult ADAAG or your state regulations for proper product duce and mounting locations For complete instalOWR adjustment and service information see installa- 600r the boar Instructions SYMMONS INDUSTRIES, INC 31 Brooks Drive,Braintree,MA 02 1 8 4-3804 We site wwwsym S, p81)846-2250 FAX 1-800-961-9621,(781)843-3849 21 Websi[e wwwsymmoru corn 0 2003 Symmons Industries, Inc 042203 Roof Drains ' 3000 (2 -8" Outlets) TAG: Cast Iron roof drain with flange,flashing ring with gravel stop and polypropylene ) mushroom locking dome. 19 183, 11 r/2 5 MAX 6 W UNDERDECKCLAMP IFREOUIRED 6114 CAULK B 5 314 No • TY-SEA C "' ma= COMMENTS: -.��__-V— -- `---PIPESIZE--� 133/,DECK OPENING OUTLET. cat Pipe 9 c Wt TY...........Ty-Seal(2",3';4,6") No, Size Ty-Seal Ty-seal Lbs NH...........No-Hub Q 3002 2 6 3/e 3'/a 41 Q IC.............Inside Caulk(2"-6") © 3003 3 6 5/a 3 7/a 43 Q IPS...........Thread Q 3004 4 6 7/a 3 7/8 44 Q 3005 5 — — 65 3006 6 6 3/a 3 3/a 65 Q 3008 8 — — OPTIONS VARIATIONS Suffix Description Suffix Desaiption Q 3...............Rough Bronze Dome Q DF............Extension Flange(1';2",3",4") 5...............Vandal Proof 0 DFS...........Perforated Extension(2",3"4") 39................Galvanized Iron Parts 0 DP....... Perforated Gravel Stop 42..............Cast Iron Dome Q D...............Dam(2" High) Q 46...............Aluminum Dome Q 52................Bearing Pan/Sump Receiver 53................Deck Clamp 4_ Tyler Pipe/Wade Division•Box 2027-Tyler,TX 75710-2027•(800)527-8478•FAX(888)879.9233 10/01/06 4 Roof Drains Downspout Nozzle ' • 3940 cast bronze downspout nozzle with TAG: no-hub outlet and Flange to secure nozzle to wall. COMMENTS: r � r f D B C 1200 �� 1200 _ PIPE SIZE A #G- E Cat Pipe Wt No Size A 8 c D E G lbs. = 3942 2 5 1/4 3 1/8 7 5/8 1 7/8 5 1/8 8 1/4 10 0 3943 3 5 1/4 3'/8 7 5/8 1 7/8 5 5/8 8 1/4 9 = 3944 4 5 1/4 21/8 71/8 1 7/3 5 5/6 8'/4 9 0 3945 5 5 1/8 3 7 3/4 1 5 7/8 8 1/2 11 3946 6 7 31/2 8 3/4 1 5 3/4 91/2 13 3948 8 9 5/16 4 518 10 7/8 1 1/5 5 3/4 11 5/8 15 3949 10 11 7/8 515/16 12 7/8 1 3/4 6 1/6 14 19 OPTIONS Suffix Description 166.............Stainless Steel Birdscreen • 10/01/06 Tyler Pipe/Wade Division•Box 2027-Tyler,TX 75710-2027-(800)527-8478•FAX(868)879-9233 Roof Drams 4-47 The Model 65, B65 & RB65 are automatic draining, WOODFORD freezeless wall hydrants with hose connection anti- siphon vacuum breakers.Hydrants drain as handle is "a Backflow Protected shut off, even if hose is attached. All models are designed to blend in with modern architecture for installation on restaurants, schools, office buildings, Freezeless Wall Hydrants churches,apartments,motels,stores,shopping centers p RR andindustrlalbuildings. Model 65JY65f R660 Q SPECIFICATIONS: MODEL 6SIB65IRB65- �L J •Approved under ASSE Standard 1019-B r-- •Listed by IAPMO° ® •Meets Government Specification WW-P-541b 1, sit"'t?=a= �' jvxr' p 1 4 'UM"0, VACUUM BREAKER-ANTI SIPHON- tl NIDEL°Model 34HA with Y4 inch male hose thread -Approved under ASSE 1011 •Listed by IAPMO® �,�• „ -;o�; _ � ' VALVE SEAT - Permanent type brass valve body with hemispherical seating surface VALVE-One piece valve plunger accurately controls bosh bow ;i-h: f,2 u =�j�' " o and drainage with a minimum number of turns and without need °_' _'=,--"`•'r °'Y - ��} 12 o for adjustments - - Exterior Finish p DRAIN-Under nozzle away from hands of operator and with a Standard-Chrome(CH) lip to divert water away from building Optional-Brass(BR)Polished Brass(PB) CASING-Copper tubes Fits one standard modular brick course NO LEAD SOLDER-Allsolderjolnts STEM-Hardened stainless steel stem resists damage. TEE KEY--Loose key operates hydrant - OPERATING ROD-318"solid brass operating rod INLETS -As shown WALL CLAMP-Furnished on all 66 series except close coupled J"giu``-1w� MAX PRESSURE-125psit� ,"�i_ MAX TEMPERATURE.120°F z` a _ Exterior Finish, Box&Door Standard-Chrome(CH) z Optional-Brass(BR)Polished Brass(PB) o Anodized Aluminum Box(AL) o Fits two std modular brick course or one course of facing file o Specify as follows: a; " (}� Wall hydrant shall be Woodford Model 65(exposed type) B65 or 11,_'I__ ,- r; "o5 i __ _ - __ RB65 (concealed box typa), automatic draining with antl-siphon I;,= - - - r +e"'''s -: = _ vaccum breaker ASSE Standard 1019-B approved '/"inlet and outlet(specify type of inlet) Hardened stainless steel operating ;'j,T' EV s ,, "" °> s ,_; �y stem and one-piece valve plunger to control both flow and drain Exterior Finish Box&Door-Chrome(CH)Only functions, Exterior finish to be Chrome Plated(options Polished Designed especially for tilt-up wait construction. Brass or Rough Brass) Loose tee key to be furnished with each install through 6"diameter hole hydrant Wall thickness to be Inches Two 3f8"-16 tapped holes for all-Thread anchors in back of box • Lift and latch door stays open when hydrant is in use. When ordering,specify model,inlet and wall ttlickness ®2DO4 WOODFORD Mfg Rev 9104 Form No 67 106 r WOODFORD , lZSAT6R 1 10 9 8 5 6 7 r:.'+;wsrwaxt.xxgxvxwx�'`t .?. ^a.. - =-- .-ors,.;�••-,,"ra > - 3 4 'A" I 1 2 MODEL 65JB65IRB65 PARTS LIST ITEM PART# DESCRIPTION 1 RK-STK Tee Key r,)z TYPE RK-LTK Long Tee Key(Box Models) �= IHI K B 811a� k 2 50264 Head Nut-chrome i - �- 50265 Head Not-brass 3 50583 1 D RING 4 50252 Stem Washer rs 5 55062 Stem Screw 6 50261 "C" washer 7 51014 Yoke Nut 8 Operating Rod(Sold With Item 10 Only) - � 9 50250 Plunger 10 554XX Operating Rod Assembly(Includes Items 7,8,9) c a,(Select required assembled length from table below) 11 34HA-CH 34HA Vacuum Breaker-chrome 34HA-BR 34HA Vacuum Breaker-brass ;•� m- b��,=,'�G r =� 12 55063 Wall Clamp Assembly t 13 51081 Cylinder Lock-Chrome Only 14 65BX BoxlDoorAssembly-Chrome IF� = t�ess v M 656X•BR BoxlDoor Assembly - Brass � ' {4,`,��xH�e-_ T7- 65BX-PB Box/boor Assembly-Polished Brass 65BX-AL BoxlDoorAssembly-Aluminum pose c:o ta, 15 RB-BX RoundBox/DoorAssembly-Chroma UC1X�65`s RK-65 Chrome Repair Kd(Includes Items 1-7&9) Operating Rod Assy."A" Manufactured Wall Thickness I under ono or 65 ovamts85 Length Part No. more of the CC CC 3 1/2• 55401 following patents NIA 4 41/2" 55402 US Patents , q 4 6 6 1/2" 55404 3,414,001 fi 8 8112" 55406 4,178,956 '�`- `y""- 4,316,481 8 10 10112' 55408 4,532,964 10 12 12 112' 55410 C216,790 12 14 14 112' 65412 D218,791 14 16 1 66112' 65414 0277,365 D277,368 ,' tT[`c, ..r, 16 18 18 VT 55416 (uwccJ Canada Patents. -- 18 20 20 112" 55418 852,528 - 20 22 22112" 65420 865,995 22 24 24112" 55422 1,146,438 - - 13 __w_z- a'a'xy x .i 24 NlA 26 1/2' S5424 " - Nw t''1 Wall Thickness(In) CC 4 6 a 10 12 14 16 18 20 22 24 Overall Length* 5 8 10 12 14 16 18 20 22 24 26 28 Shipping Wt (Lbs)"` 38 44 4.8 52 5,6 8 64 68 72 76 8 84 'Add 3/8"for all box hydrants except CC units add 2 318" NOTE Close Coupled Models are not recommended for Add 8 3 Lbs for brass box models use In freezing climates and cannot use wall clamp Add 2 5 Lbs for Aluminum box models. Formore infbimdon contact... WOODFORD MANUFACTURING COMPANY 2121 Waynoka Road,Colorado Sprigs,Colorado 80915•Phone:(719)574-1101 •Fax.(719)574-7621 To view our complete product line visit www.woodfordmfg.com Floor Cleanouts 6000Z (Spigot Outlet, SV Hub Outlet) TAG: Cast iron cleanout with threaded adjustable housing,Flanged ferrule with round sconated cast iron or with nickel bronze veneer tractor type cover. ANSI Load Class-Special Duty (Over 10,000 Ibs) 07J a.. 4188 2 518 MAX 42' 718 MIN Pusnc o�s,mr® apnea-"xnes 23 PLW"rMA/."p W9"EYPD pWa 8 81 B i G , TY-s EAL CAULK �--- PIPE SIZE NO-HUB 8 COMMENTS: OUTLET Suffix Description IZl TY......Ty-Seal l = NH.....No-Hub F-1 IC......Inside Caulk(2",3",4") OPTIONS Cat Pipe . /Suffix Description No Size 8 Lbs. C7 6002Z 2 2 t/2 16 1 ... ....._Nickel Bronze Veneer 39„........... BronzeGalvanized Plu Iron Parts 0 6003Z 3 2'/4 17 O 75............Bronze Plug 6004Z 4 3 18 [ ] 179„„._.„.Security Screws 1� 6005Z 5 3 19 i 3 6006Z 6 3 21 Tyler Pipe/Wade Divislon•Box 2027•Tyler,TX 75710-2027•(S00)527-8478•FAX(888)879-9233 10/01/06 7-6 Cleanouts Floor Drains j 0 1310 Cast iron floor drain with TAG: flange, plugged 1/2"primer tap, integral clamping collar, seepage openings and ductile iron loose sei tractor grate. IGO eeSL ttroor SLOTS COMMENTS: AiM, �D � oo raUA R aR,v WOE 2 1 �� ouonewMnLwmRaui[8"'� I /.00 tR'f"RYBiI11C0 co uR yrrnw 2 rNrsrt I +wrwo 21 4 _ _ 4 49 ! _ ntREwo GVT IR"NaaeY ! RailY! /�l/� RIIL'•r:YRK 4+--PIPE SIZE OPTIONS Cat. Pipe ANSI* S Flow Rafe Free Area Wt Suffix Description No Sae Load Class ry-Seal (GPM) Sq In Lbs 1..... Nickel Bronze Veneer Top 0 1312 2 XH 5 30 18.3 35 4..... Square Frame (NB Only) 1313 3 XH 5 1/4 50 18.3 35 5.....Vandal Proof (Standard on NB) CP 1314 4 XH 5 1/2 80 183 35 O 7.. .. Dome Grate (DI Only) *XH = Extra Heavy Duly(7,500 to 10,000 Ibs) 7-1 8:....Secondary Strainer C__1 18..... Solid Cover Package C—J 23.....Grate Riser Each 1 1/2" High OUTLET: 27.....Sediment Bucket,Aluminum I;iQ (TY)Ty-Seal 31..... Backwater Valve 0 (NH) No-Hub 0 39.....Galvanized Iron Parts O (IC) Inside Caulk I ) 179.....Security Screws (For optional funnels,see page 3.2) 10/01/06 Tyler Pipe/Wade Division • Box2027 •Tyler,TX 75710-2027• (800)527-8478 • FAX(888)B79-9233 ��35 Floor Drains 0A5nC,HTR14-\ y�KM S CO/EK5FJS \ .l PJU5fh FOR AOJ MS FOR ENT Z5 DIA o0 OHNNG _ PAYER I AADO 05 5,500 LBS LIFTARCHORS ••- L,�, ---� �, GREASE INTERCEPTOR 1170 GAL. CAPACITY AT 4' -6"DEPTH GA5TI WM-K 260 GAL./VF OPTIONAL COVER RING&COVER F15EF FOR ADJUSTMENT 4,•V � 8 y-0" COVER#4480-02 5,500 LBS P LIFT ANCHORS " (TYF.) 6-2" 4'-4" 1 8'•4" � DUCT#44M-0 6,500 LB5 a 4'-10" n 15A5E#4454-0 5,060 LB5 A M 4 a �11 ti Aa 4 \9'1 1/2" BAFFLE WALL '• " � RECOMMENED PROCEDURES FOR SIZING t,600 L85 / COMMERCIAL KITCHEN GREASE INTERCEPTORS 5' 21l2" UNIFORM F MEALS CODE- TE FLOW X H NUMBER OF MEALS WASTE FLOW RETENTION STORAGE CAPACITY PER PEAK HOURS X RATE X TIME X FACTOR = IN GALLONS NOTE (a) Flum*g to be supplied by contractor. (b.) Optional covers are avallable. TITLE PAOE DATE Innim ■W■ Vault 4484-G 205 F11-01-04]""O""Hanson GREASEINTERCEPTOR 850 GAL, CAPACITY GA5TIGHT M.H. AT 4' - 9"DEPTH RING&FRAME y 180 GAL /VF K15ER FOR AOJU5TMENT —� COVER#570-G 3,480L85 LIFT ANCHOK : P 4'-Z' e e BASE#577-G 6,610 LB5 ; e • 6'-d' A i 4 a 30' "• i t BAFFLE WALL 1,640 L135 4 8" RECOMMENED PROCEDURES FOR SIZING COMMERCIAL KITCHEN GREASE INTERCEPTORS UNIFORM PLUMBING CODE-APENDIX H NUMBER OF MEALS WASTE FLOW RETENTION STORAGE CAPACITY PER PEAK HOURS X RATE X TIME X FACTOR = IN GALLONS NOTE- (a) Plumbing to be supplied by contractor. (b) Optional covers are avallable TITLE PAGE DATE MEN Vault 577-G 203 111-01-0140"mHanson FlouvDrain FG100 f� gn ry Tf� �4``k 3V r i � � 1 .S "I3�girF�o L ' e 1 _ v^.a3� + -xvcr3+sa .�'" :zkSs s�-z '��"•�f'�i*� y ♦1 a . f 3 � f sx ex r' 1� ..e rr M s w xi n �j y t Syr"',-'i-.� ��.�' t,."-,, ! �Nh� �iSr ;4�Y'.� *� ; x ,. �•f :�::.-. -cr°�,�� y a `fir�y��,1 s 'NSF �� � �Y`T" � 'may ;o� ��Y..s�'t•_z1".-s�ti� •4+s r r� F 'jh�, i .+lRv. x• tr ' :{ r2`�T r y l Te * yy�+ ,_ 54gtha-• n�' rs �ih � '3 1'S-� F'• 4 r FG100 • Black coated, galvanized or stainless steel frame, sloped trench drain system Heelgrrard starMess steel Class A The FG100 Is a modular Interconnecting 1 10 QuickLok •boltless locking system trench dram system with a 3 75lnch mternil 'QwckLok'is a patented,boltic;s locker, Pt Bxrllbemlass width.The system has three neutral chamiLls system OhCrdig qw�k htuh j, id rem",I of Gdas, , that can be used to extend the run beyond s y grates Use of'QulckLok'grates reduces � 30 meters(98' 5'7, installation and maintenance time and cost Y a Three neutral meter units are avallable and a ADAWack plastic Class A complete set of accessories complete the - r system ADA gray plastic Class Perforated galvanized steel -,r;' �.�,_,• +N Class A&C Grates are supplied with a'QmckLok'locking . .**";•' stud which push fits into a stainless steel ^!' .,p "• spring clip located In the cross bar To remove Perforated stainless steel a ; / grate,put removal hook Into grate opening Class A&C and pull upwards F4o1 Perforated Dress \ F402 \ , \ � �F 04N Class C F403 F4045N ' Femal� F404 , Mesa galvanized steel r�-r, e''• closing ap-11\`\\ \ Class Cst,;;,� �``„ 'F405 T4Q7N F406 v, F4075N _ Mesh stainless steel \\ \\ F4D7 Class \ F408 N ace r, \ �\ ; - \ F409 4105 Sbtted galvanized steel -- N '•*_ F44 Class A,C&£ \\\ D r \ � Slotted stainless stile) e • e \ \ \ Class A,C&E w (y866ale F9001nhne catch hnsm _ a. 8 R P a e _ • dosing outl\et•cap I t( F660 catch basin 4'or 6"l'enc�al 5 - ins outlet ada ter Composite resin P F880 catch basin Class C yty e ra. Mosaic ductile fan tt�s„f R Class C • i GM ductie fon +"o' w F.'a Class D Slotted ductile Noe _ Class ADA ductile Non ACO Polymer Produces,hm. Class E 12080 Ravenna Road Chardon, box O o key 20N ACO Pdynne Products inc Tel (44 28 44024 This information is Wind to be accurate biz a s not guaranteed to be so We c xnl Tel {44�285-7000 assume habnaty for recalls that dyer Maim with=product Sim conddos of use are Fax (440)285.7005 beyond the ewtrol of me company it is the wslooni respombi ty to evaluate suaabdlay Tog Free (BDO)543 4764 adsafelydprodualiarhsosvuse ACOPolymer Prodwshx resnvesthenghttodange Email Infowamus8 eon the produu and specFiwlwns w4ho l nom a www acousa COm Reorder DLO62 December 05 17111ITTIf I I K100S-Galvanized steel edge rail KS1100S-Stainless steel edge rail One meter channel Half meter channel 39 37'(1 meter) 5.10'(130mm) 19 69' 500mm1 ��4 00'llWavnl Jdill/z'-sn3aM"�12 I W� l 54 (139mm) a"' S 4T(139mm} 783'(199mm1 to 1112 0IT(259mm) 1255'(319mmi �� 55'(3l9min) a 354' 90mm 1.37' 35m A B In-line catch basin End Caps . Closing/Inlet/outlet cap 19 69'(500mm) 5 10'(130mm) --►170 125'(3mm) (100mad E rn E mCy, INx` i„; E E v MET BellendfOR4'Sch 40pipe 0 85'(47mm) f 5 Il Oval Inlet cap Total capacity =6.5 gallons 71� 0 79'(20mm) I I Outlet flow rates K204.6 V 10.19"(259mm) Plain end to fit a f 6'Sch 40 pipe o��� t, i� piq Invert;"LPIVI"-C, = K304-6 D"v&R, "5"' a 1255"(319mm) -- A K01/KS01 channel 4"round 460 117 1026 A K030/KS030 channel 4"round 11.69 185 041 5 50'(140mm) a B K01/KS01 channel 6"oval 460 183 0,40 V B K030/KS030 channel 6"oval 11.69 288 064 Oval outlet cep C KOl/KS01 channel 4"round 460 119 027 C K030/KS030 channel 4"round 11.69 168 039 0.79'(20mm) D K020/KS020 channel 6"oval 933 220 050 D K030/KS030 channel 6"oval 11.69 255 059 E K900'/KS900' catch basin 4"round 1560 200 045 K208.6 r — F K900'/KS900' catch basin 6"round 2400 561 125 10 19'(259mm) Plain end to fit �} 6 K900"/KS900' catch basin 4"round 1870 222 049 € f 6'Sch 40 pipe H K900'/KS900' catch basin 4"round 2400 225 059 D 12.5YK3 K308 6(319mm) 'Catch basm flow rates we without trash bucket using trash bucket reduces Haw - L 5.50'(140mm) IIIACO drain K7 OOS/KSI OOS trench drain system K100S-Galvanized steel edge rail KS100S-Stainless steel edge rail °necifications RPM a`` No General i4d of c�- �e-sONE� __ ia..,:����n6 � �� � The surface drainage 5v m sh�fl be KO1 Neutral channel-39 37"(1m) L' -" 0'7"0 460 I 2, 6 K0003 Neutral channel-19.69"(0 5m) 050-506790 460 1-7 I ar with gro`,n;ssecti '1)� rh K1 Slopedcharmi-39 37'(1m) D4041 06752 460-484 117-123 28.4 locking as manufactu,vJ by Ai,0 K2 Slopedchannel-39.37'(lm) 04042 06752 484 5,07 123-129 293 Polymer Products, Inc or equal K3 Sloped channel.39 37'(Iml 04043 06753 507-531 129-135 301 approved K4 Sloped channel-3937'(lml 04044 06754 531 5.55 135-141 309 K5 Sloped channel-3937'(1m) 04045 06755 555-578 141-14; 313 Materials e, K6 Sloped channel-3937'(lm) 04046 06756 578 6.02 147-153 326 The trench system bodies shall be ,t K7 Sloped channel-39 37'(lm) 04047 06757 602 625 153-159 33.5 *4 K8 Sloped channel-39.37'(lm) 04048 06758 6.25 6.49 159.165 343 manufactured from polyester polymer K9 Sloped channel-393T11m) 04049 06759 649 673 165-171 35.1 concrete with minimum properties as K10 Sloped channel 3937'(1m) 04050 06760 673 696 171-177 357 follows• K010Neutralchannel-39.37"(Im) 99272 99362 6.96 177 368 K0103 Neutral channel-19 69"(0.5m) 99281 99374 696 177 205 Compressive strength: 14,000 psi Kll Sloped channel-39 37'(1m) 04051 06761 6 96 720 177 183 376 Flexural strength 4,000 psi K12Siopedchannel-3937'(lml 04052 06762 720 744 I83183 385 Water absorption 007"% K13 Sloped channel-3937'(lm), 0405306763 7.44 7.68 189-195 393 Frostproof K14 Sloped channel-39 37'(l ml 04054 06764 768 7 92 195-201 401 K15 Sloped channel-39 37'(lml 04055 06765 7.92 814 201-207 410 Salt proof K16 Sloped channel-39 37'(lW 04056 06766 814 838 207-213 418 Dilute acid and alkali resistant K1 7 Sloped channel-39 37'(1m) 04057 06767 838 862 213-219 427 K18 Sloped channel-3937'(lm) 0405E 06768 862 886 219-223 435 The nominal clear opening shall be K19 Sloped channel•3937'(lm) 04059 06769 886-909 225-23I 443 4.00'(100mm)withoverallwidthof K20 Sloped channel-393TOM) 0406006770 909-9.33 231-232 452 510"(130mm) Pre-cast units shall be K020 Neutral channel.39.37"(1m) 99295 99388 9.33 237 46.0 K0203 Neutral channel-19.69"(0.5m) 99304 99399 9 33 237 245 manufactured with either an invert slope K21 Sloped c hannel-39 37'(1 m) 04061 06771 933 956 237243 468 of06%or with neutral invert and Dave K22 Sloped chanml-39 37'(1m) 04C62 06772 956 980 243 249 47 7 a wall thickness of at least 0 5L' K23 Sloped channel-39.37•IIm) 04063 06773 980-1004 249 255 485 (13mm) Each unit will feature a full K24 Sloped channel-39.37(1m) 04064 06774 10114-10-21 255-261 413 radius in the trench bottom and a male K25SIoped channel-39.37'(lm) 04065 06775 10,27-1051 261 267 502 to female Interconnecting end profile K26 Sloped channel-39.37'(lm) 04066 06776 1051 1074 267-273 510 Units shall have horizontal cast in K27Slopedchannel•3937'(1m) 04057 06777 r074 1098 273.279 519 anchormgfeaturesontheoutsidewall K28 Sloped channel 39,37'(1m) 04068 06778 1098 1122 279-285 52.7 K29 Sloped channel 3937'(1m) 04069 06779 1122 1145 285 291 535 to ensure maximum mechanical bond e K30 Sloped channel 3937'(1m) 04070 06780 11.45-1169 291 297 544 to the surrounding bedding material and K030 Neutral channel-39 37"(1m) 99317 99404 1169 297 558 pavement surface, The galvanized/ K0303 Neutral channel -19.69"to 5m) 99328 99415 11.69 297 29.0 stainless' steel edge rail will be integrally cast In by the manufacturer to 7R.� eta J °°5'--e==P�=" ''} =" ===- - = ''_-1y ensure maximum homogeneity be,ween 3 K900 in line catch basin-19 69"(0 5m) 96504 96495 24.00 610 71,2 polymer concrete body and edge rail P , 900 QuickLok bar(removable) 98717 98717 01 Each edge rod shall be at least 1/8" 1� Seines 90D plastic trash bucket 01498 01498 - 11 (3mm)thick Foul air trap 90854 90854 12 Grates See Universal plastic closing/4"inlet/outlet cap 96825 96825 - 0.4 seperate ACO Spec Info grate sheets K204.6 6"Sch 40 inlet cap 97153 97162 933 237 25 for details.After removal of grates and K20866'Sch,40 outlet cap 97212 97229 933 237 39 'QuickLok'bar there shall be K30466"Sch 40 inlet cap 97126 97139 1169 297 33 uninterrupted access to the trench to ^4g K30866"Sch 40ouiletcap 97188 97197 1169 297 49 aid maintenance. Type 824 6"Sch 40 flumed PVC outlet 95140 95140 11 QuickLok locking bar 02899 02899 - - 01 Installation QulckLok/PowerLok Grate Removal Tool 01318 01318 - - 03 The trench drain system shall be Notes. installed in accordance with the 1 Preformed 4'dia.&6"flumed drill out outlet underside of every channel manufacturers installation instructions 2 Closing cap can be cut down for shallower channels and recommendations. 3 Add 0 87'(22mm)for overal depth of channels 'delete as appropriate 4.Add le(25mm)for overall depth of catch basin 5 KS100S channels and catch basins have Grade 304 stainless steel rails ACO Polymer Products,Inc. 12080Revenna Road li PO Box 245 SPEC Chardon,OH 44024 Tel(440)285-7000 • fax(4401285 7005 0 oecemtwr 2005 eco paspner rrodaeis,Ina an Toll Free (800)543 4764 M reasonable are has been taken is conpane this d"nanaM.Am rtc"mnenmens an E-mail:aife@aCeuSa coin are use Of nco proNeis are made wOM patentee since the toodnms el use ere www accuse coin �awabom wwiftui Miica�m r,Co rosmres the n>;hi Ip aMnpe R" "l oil O Bell & Gossett ISUBMIILAJL A-127H JOB, REPRESENTATIVE: UNIT TAG: ORDER NO. DATE: F-NG114EER: SUBMITTi GY. DATE: CONTRACTOR: APPROVED BY: DATE: Bronze and Stainless Steel Bodied to 9((f ; System Lubricated Circulators �,.I�Eo°S SP° DESCRIPTION A series of in-line wet rotor circulation pumps designed specifically for quiet operation In open (potable)water systems These pumps have 100%lead-free bronze*or stainless steel bodies Automatic Timer and Aquastat accessories are available (See Submittal AA28A for details) CONSTRUCTION MATERIALS OPERATING DATA Pump Body Impeller Maximum Working Pressure 150 psi(10 3 Bar) NBF 100%Lead-Free Bronze' NBF-33,NBF-36, NBF-45' Noryl° Maximum Operating Temperature SSF Stainless Steel All Others Polypropylene NBF-33,NBF-36, NBF-45 225°F(107°C) Bearings Carbon Shaft Ceramic All Others 230°F(110°C) APPROX. STANDART 6D CYCLE PART SHPG WT 115 VOLT SINGLE PHASE MODEL NUMBER NUMBER CONNECTION Lbs (Kg) WATTS F L.AMPS RPM TAGGING INFORMATION QUANTITY NBF-8S1LW 103257 112'Sweat 9 0 4.1 39 038 2800 NBF-9U/LW 163258 Union(See Following Page) 9 3(4 2) 41 0 4D 2800 SSF-9U/LW 1 D336D Union(See Following Page) 9 3(4 2) 41 040 2800 NBF-10SILW 103259 V2"Sweat 9 0(4 1) 52 046 2600 NBF-12UILW 103261 Union(See Following Page) 93(4.2) 55 0.48 2600 SSF-12U/LW 103361 Union(See Following Page) 9 3(4 2) 55 048 2800 NBF-12F/LW 103260 Flange 3/4,1,1-1/4,1-112 9 5(4 3) 55 048 2800 SSF-12F/LW 103358 Flange 3(4,1,1-114.1-1/2 9 5(4 3) 55 0 48 2800 NBF-18S 103316 112'Sweat 9 0(4 1) 90 074 3000 NBF-22U 103255 Union(See Following Page) 9 3(4 2) 92 080 2940 SSF-22U 103362 Union(See Following Page) 9 3(4 2) 92 0,80 2940 NBF-22 103252 IFIerge 3/4,1,1-V4,1-1/2 1 9 5(4 3) 1 92 080 2940 SSF-22 103357 Flange 3A,1,1.1/4,1-112 9 5(4 3) 92 1 080 2940 NBF-33 103351 Flange 3N,1,1-1/4,1-1/2 104(4 7) 125 1 10 2950 NBF-36 103401 Flange314,1,1-1A,1-1/2 131 6.0) 270 230 3300 NBF-45 103405 Flange 1,IA14,1-1/2 1 14 5(6 6) 1 270 2 3D 1 3300 TYPICAL SPECIFICATIONS The contractor shall furnish and Install in-line circulating pumps as 4 Pump body shall be 100%lead-free bronze*for NBF circulators or Illustrated on the plans and in accordance with the following stainless steel for SSF circulators. specifications 5.Motor stator to be isolated from circulating fluid through use of 1.The pumps shall be of the horizontal system lubricated type stainless steel can.Rotor to be sheathed in stainless steel specifically designed and guaranteed for quiet operation 6. Motors shall be non-overloading at any point on the pump curve 2 Pump to be suitable for_°F( °C}[choose one:225°F NBF-36&NBF-45 to have built-in thermal protection All other (107°C)for NBF-33,NBF- OF NBF-45 or 230°F(110-C)for all other motors to have built-In Impedance protection. circulators]operation at 150 prig(10 3 Bar)working pressure Pumps to have a capacity of GPM at foot head 3.The pumps shall have a ceramic shaft supported by carbon when powered by 115 volt,60 cycle single phase electrical supply. bearings.Bearings are to be lubricated by the circulating fluid All pumps are to be ITT Industries-Bell&Gossett Model is O COPYRIGHT 2005ITT.INC I T T System Lubricated Circulators A-127H • DIMENSIONS IN INCHES (MM) sme (124 Stf1:710N ( ) 5-7132 I 118 1130) (f 5.116 24►� 11321 (80) ~-7'IjBq SUCTION 4-9132 I ~(80► (109) 141 (76) L_.. 9 _.__.._ _(831 (1621 5 _ (127) 0 I DISCHARGE (_p i95) DISCHARGE 12"SWEAT r(67) NBF.SSILW,NSF-10S1LW orNBF-188 NBF-12F1LW,3SF-12F1LW,NBF-22 OR SSF-22 4-718 5-1116 6-57) (12a) SUCTIO (129) 51A SUCTION 0-11t6 (80) 3.111 6 (r--3j8456 1�—j M o I ° 3.1116 3131gip (78) - ' — 3-1f4 0 0 -T 6 3II 139116 (76) } -- ( (1621I � 6-118° (156) `DISCHARGE LI 2-519 3314- DISCHARGE NPSM I (67) NBF-9UfLW, NBF-12U1LW, NBF•22U Ngp,� 10 SSF-9UILW, SSF-12U1LW, SSF-22U (175)ill (146) (157) (148) (175} (3812 } 3(91j6 (48) 31(j87) 6 ---- __ � -r � i8. 12 6.3/8 (216) (162) 1.1/2 }11(381 --- 3(811)6 (38) — (10643- 32 (80) NBF-36 NBF46 Dimensions are subject to change.Not to be used for construction purposes unless certif led. •NBF-36&NBF45 are not 100%teed-free. '4' ITT Bell&Gossett Bell & Gossett 8200 N Ausbn Avenue,Morton Grove,IL 60053 Fhonmile(8 7)966-0 Facsimile(847)966-9052 M s�r�y�p JypgllllasOssett.r mm System Lubricated Circulators A-127H NRF/NBF/SSF Circulator Performance Curves HALF UNION CONNECTIONS NBFBS/LW For NBF-9U/LW,NBF421.1I1-W,NBF-22U, a NBF-9WLW • nF91.111.w SSF-9UILW,SSF-12UILW,SSF-22U g NBF1o5ILW m SSF-1 NA211Aw w MODEL PART DESCRIPTION \ NBF-i2FIFlLW NUMBER NUMBER SETS OF 2 \ SSF-12FILW \ 0 NBF-1g5 UC-112S 113203Bronze Union ze Sweat Q NBF 22 n" , 11 113201 314'Bronze L. ♦ N � - i _ swen, 20 iUC 3/4NPTI 113202 I ` \ \\ IDNBF-36 Speedl NPT Female le \ �\ N9F-36Speed2 ''^"y/i NBF- Speed3 ��l NBF-45Speedl NBF45 45 Speedl (D NBF45 Speed3 ♦ QDJ Bronze Bronze Half Union Half Union (Sweat) hreaded) s \ Uc-V2s and UC-3148 C./.NPT e r /0 15 20 25 W 26 .0 � 60 (OPT^) Dimensions are subject to change.Not to be used for construction purposes unless certified. ITT Bell & Gossett 8200 N Aus in Avenue,Morton Grove,IL 60053 Phone )966-3 Facsimileimile(847)968-9-9052 www bellgosselt com Grease Interceptors ` • 5100 Fabricated steel grease TAG: Interceptors with white �„ � ,;.. fr'24 jfT I.-.iv5. ll v �L31 3L� -. acid resisting coating, removable baffles, •,����, �� ,� ,�;,�, gas!,-ted scoriated cover, C� external Flow control fitting and threaded inlet " and outlet. — K r----------LJ----------i i G I I I I� II I --lL_===U_—y I v {y� Pipe GPM Grease Ship Cat Na Size 6 C D G N K Max Capacity Wt 5104 2 18 51/8 7 101/2 31/2 13 4 8 40 5107 2 18 51/8 91/2 13 31/2 13 7 14 43 5110 2 20 61/8 91/2 13 31/2 15 10 20 55 O 5115 2 25 71/8 9'/2 13 31/2 17 15 30 71 5120 3 27 8 91/2 13 31/2 18 3/4 20 40 80 5125 3 26 8518 131/2 18 4 1/3 20 25 50 103 ` O 51 4 28112 8 5 171/2 22 41/2 20 35 70 120 5150 SO 4 30 10 5/8 171/2 22 41/2 24 50 100 14848 All Sizes PDI Approved Aft OPTIONS OPTIONS Suffix Descrlpdon suffix Description O 27................8ucket 0 T....................Recessed For Tile 10/01/06 Tyler Pipe/Wade Division•Box 2027•Tyler,TX 75710-2027•(800)527.8478.(888)879-9233 `_1 Interceptors ll 1 TEMPCONTROI: Thermostatic Mixing Valve and Piping Assembly ("A" Series) Tempcontrol thermostatic controller with swivel action check stops, removable cartridge with Strainer stainless sr,-1 '-,-ion i'ld llr'r a� rFl rhFrmal riot-r;J14)^YS element mounted Out of water V.,,_m_rnw-'I thermometer 3"(76mm) face, range 20'-2 107 (-i--I I CC), bras- ;pe, and unions Standard rough bronze finish Model No Inlets Outlet (t3mm) (13mm) 3/4" 3/4- ❑5-200A (t9mm) [19mm) X5 400A 314' 1" E � . 119mm) (25mm) orb ❑5-500A I I I/4' (25mm) f32n1mJ 1 1/4" 11/2- 0 5-700A I 132mmJ 136mmi I ❑5-900A 1 1/2" 1 1/2" A 138mm) (38mm) ❑5-1 OOOA 1 1/2" 2" �- 138mm) (51 mmi Modifications: 0 Suffix 1: For use in photographic or x-ray work B (available as model 5-200A-1) �.Sufflx P: Polish chrome highlight finish D uffix W: Wall mounting bracket s�,+{�+,�,fflx V Vacuum breaker (not shown( flNISHED WALL ❑Suffix RC: Spare cartridge-recommended for non-tnterupted service Physical Dimensions Illustrated with Suffix W Model No A B C D E F 5-102A 12 5/8" 1 1/2" 3 1/2" 2 118" 2 1/8• 8" Job/Location (32tmml 138mmi (69mm) (S4mml 154mm) 1203mm) 5-ZOOA 17 1/8" 3 9/16" 8 I12" 1 7/8- 2 5/8- 7 1/4' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (435mmi f9omml [216mm) (48mm) (67mm) 1184mmi 5.400A 17 3/8' 3 9A 6" 8 1/2' 1 7/8' 2 7/16' 8 1/4, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (441mml f9omml 1216mm) f48mml (62mm) (210mm) 5-$OOA 191/8` 315/16" It- 1 5/3" 27/8" 85/8- Engineer 1466mml (100mm) (279mm) f4I mml 173mmi (219mm) 221/2" 411/?6* 12- 15/8" 27/8' a5/8' . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . 5-700A 1572mm) (119mm) (305mm) f4I mml (73mm 1 (219mm) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-900A 22 3/4' 2 11/16' 12- 2 9/16" 2 9/16" 10 5/16' (579mm) 168MMI J305mmj (65mml (65mmi (262mml Location 5-1000A 225/8- 211/16' 12' 29/16" 29/16" 105/16- 1575mm) 168mml 1305mm) 165mm( 165mm) 1262mm) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SYMMONS INDUSTRIES, INC 31 Brooks Drive Braintree, MA 02 18 4-3 804 TEL 1-800-SYMMONS, (781)848-2250 FAX 1-800-961-9621, (7811843-3849 WeD site wwwrymmons com 0 1997-2003 Symmons Industries, Inc. 100603 LAWLER '� ,ys- n s 4 i T y 4tyi._��,�'T�'�1� i+fi •c} [ x .c xaR ��• . ': t i7 Fir! Y ':... '-: sm''. '•�+£- r fir: Lzv_._ It L t ^ q .: 41TN.. n t a. 7 u rr..- •_. - - .. rsi'�ic;�na9•�i '3^• za "in r '��•L�,t. :+.' ri .� � i - - ' wf ... . - .', •' zgi+m :r+" � rr J �'-�� � ..�. -r -�'} _ =.=""f_iy» _"`___ _— _ gzY^� ttc_,. _ iiFil.�'t°'7'�0 `E'P�+�' vs-0h •' •a•- - — _ �?'...s_-. a'w __ _ _ _ - , r._ 4 ..i9'v,i Fi.. ..:c. - � -_- �y4 r 4 ya.♦agA�� - rx MODELS FOR EM3A1Y. - - =- n - _ -_ Suitable fio The bests - Tepid: Mo , 1. (PAT NOc 5,01,D74)(?AT NOiq , �T N;j « .. .. . LAWLER MANUFACTURING Cq. INC., www lawleFvatve.Cqlm Lawler Model 9110E Thermostatic wata,t Coo-114oller The Solution mostatically mixes hot and cclu ., _r for L rncr- gency shower and eye wash units. H z Patented Design ' _ The Model 911 E's thermostatic element responds �5- to changes in incoming hot and cold water tem peraturestoprovidecomfortable,temperedwater. Cartridge design allows ease of maintenance and replacement while the valve is still on the supply line. Positive Hot Water Shut-off 9x- Should the cold water supply to the valve fail,the - _ - Model 911 E will shut-off all incoming hot water. ,4 Integral Cold Water Bypass In the event the thermostatic element fails, or CAPACITY OF TYPE 911E the hot water supply is interrupted, the 911 will THERMOSTATIC MIXING VALVE FOR still deliver enough cold water to the emergency EMERGENCY SHOWER AND EYEtNASH shower and eye/face wash equipment to satisfy F5 6o }t" ' i ' '--� x ANSI's minimum flow rate safety standard of 20 W 45 _I gpm for a single drench shower. Au __ - z ~n- d 15 e• L"-r5vr = Low-Flow Capability 20 '- ''_.`R TheMade1911E can temperwatertoawiderange 16 , �,- �,x,�_-fi=,.--,�_�, _,�,• __ of flows to meet your needs. Low-flow capability $ allows the valve to deliver safe, tempered water a =" to a number of emergency fixtures supplied by R 6 �- the same supply line. a 6 5 7 10 zo 30 no FLOW OF WATER-GALLONS PER MINUTE Flexibility CAPACITIES - MODEL 911E The Model 911 E is available in a variety of fin- _, � s iib ` ishes,piping configurations and cabinet designs 1 r- _r, r� to meet yourrequ 1 rements. Bronze,brass,copper, and stainless steel construction assures years of dependable service. BYPASS CAPACITIES - MODEL 911 E n + c `��� �i •:.�. �I,�,t` w =reps t�D S� �T 5'=-i0 "fr-` 0 i 45_: �`4r " �"'� -ry - u 3_ _ :}�" . -•� v it-__ o--. :_ i , ay. ' _ - yfzi}�S_ 52{ �SrK5�7^' � =;L„�` �- afer�e;. ,, ..�,.r. xx~, s, r 7:,'x_ �v_'yME �`I-,typ,� �,��' SY� yG ✓i , ZV Zy X 7as N_ ,c iu�,,.- - �d- sv� .-1!' .`,t�� n`3r 1 -:y i• } Lawler Model 911 E Thermostatic !!!I Mixing Valve j�l� • Comfortable, tempered water for emer- �I ' gency fixtures promotes proper u�,.- Low-flow capability. ig 0 9 LDJo rs Easy to replace thermostatic aG t,idge • • Hands-off testing. Features: Inlets & Outlet are 1 1/4" NPT . Powerful liquid thermal thermostat Dimensions: Ay: � ,,a • Compensates for supply line temperature and pressure changes. � � dry - • Outlet flow is full cold upon thermostat fail- u re. TYPICAL SPECIFICATION • Inlets can be attached from the bottom. The Emergency Shower and Eye Wash Mixing • Tamper-resistant control adjustment. Valve shall employ an independent control • Rugged design equipped with stainless mechanism which blends the inlet water flows steel to the design temperature.The valve shall control piston and liner. outlet temperature over a wide range of flow and • Valve can recirculate both hot and cold shall be suitable for a single shower or mul- water supply. tiple eyewash fixtures. The valve shall include • Easy-maintenance valve can be completely a thermometer to measure the temperature of repaired without being removed from the the outlet flow.Temperature adjustment shall be system vandal-resistant. Thecontrol mechanism shall employa liquid-filled Performance thermostatic motor to drive the valve without ad- The Model 911 E controller will maintain outlet ditional power requirements. The control mecha- temperature to within 50F under any of the fol- nism shall employ a stainless steel sliding piston lowing conditions, providing the recommended control device with reverse seat closure and both minimum flow and minimum supply temperature fixed and variable cold water bypass. differentials are met: In the event of interruption of the cold water • Reduction to 2 gpm supply, the control mechanism shall close off the . Posaive hot water shut off upon cold water hot water port, stopping all flow. failure In the event of interruption of the hot water sup- • Hot and cold water pressure must be ply, the control mechanism shall allow cold flow equal in no draw periods through both the fixed and variable by-pass. . 20% intermittent drop in inlet supply pres- In the event that the liquid motor fails,the control sure mechanism shall close off the hot water port with 4 .< _ Z Cl!j'C ,k�l"r li ^n�mi the reverse seat and fully open the internal vari- able bypass to allow cold water flow. Maximum Inlet Pressure: 125 PSI C an '&,i�3Y�"�� 1 1Rea to s Recommended Operating Pressure: 65 PSId. tii� �„fl t�ecfi©al�aa'tivt hotrii3. Recommended Inlet Temperature: 120°F* tj° ` Tepid Capacity: 25 GPM at 30 PSIS, -°rs ' aeh aup�jcaicrr. Bypass Capacity: 21 GPM at 30 PSI *When supplying 140T or greater, additional outlet controls should be used Y Typical Installation Figure 1 After installing the mixing valve, be sure to Typical Installation #1 flush the system thorounrin, 1illh�n used in a singles .-„ ,��. t - • , Typical Installation #1 (Fi-!rarer 1) When installed at or nec ^ he5-.tcr rth�nlrlr�, (TYP.) and without a recirculation s m +t oeries9'1F mixing valve positioned b(;lo v tha hat hater To t_nw —� tank or heater. If this is not pos:.i"Is, pipe L) TeI, jeraiur� a heat trap as shown. Heat Tra "'l Fixtures 27'DropI Typical Installation #2 (Figure 2) When installed away from the water heater , with recirculating pump on the hot water sup- ply line. �- - - Note: When installed 20 feet or more from A—' the water heater, it is important to recirculate c the hot water supply to the mixing valve. Storage Install the mixing valve as shown in Figure 2. water Tank The dead leg should be limited to 10 feet. Heater �� Figure 2 Typical Installation #2 e z1, When used in a single temperature IA recirculating system. _I fii T r= �7are�y',,t_- slri�ek'n,�ssf�tiawf�eallnyhd`,ats-tkh�a e.��S.-.Qut��l=.,ilt$g;`�h,Ii Check Valve(TYP.) le, _ nfacturlg o, I B- � Series 911 E cw A�� B '------2 1�H=CFLi Qj41: `�:d,- To Low —� I I` Temperature Heat Trap Fixtures 27" Drop t�• � _ P�- �= r��eivastilFaQ`e�iash" m I, . °C-_ OR C—> � Storage water �_ Tank Rearcui ,ong Pump ucat�r-� MANUFACTURING CO.,INC. 5330 East 25fi Indlanapolls,Indianaa 46 46218 Phone(317)261.1212 Fax(317)261-1208 www.lawlervalve.com Ej ' LEO'NARn mi'caL; A -y w� SHOWER CONTROL, UNITS E' rz ' i '. . LEONARD THERMOSTATIC WATER i1/IIXINC 1IAL4JE5 contral w<,it;r temperature for multiple or IR individual showers in educational, penal, health care and indUstrlal 4 applications F DURA-trcl solid bimetal them ostavc control Fx � y 0 - r. 3 Adjustable high tempeiature limit stops set for - "n; .k O O FFc t`i- � �,�_r� ''��a-' 110 F l43 C) Outlet on/off volume control, dial thermometer E —�• Optional cabinets, cold water bypass, dual E R a , outlets Up to ten sizes (depending upon the model 19 sr cificdl Factory picassentblod and testcd systems , Tole Frco techn,cal support a_ Orr ff . _ r- s su Em:. .0 -'xa1P sfli10-Ir c5lr'u•m �_�,�.y_�s�'.4.{a��- rE � u c l.�C.'.� ..i. �'r_. r- A x s3 c���� y .L c.� �S- ��"�. � F �?% x.����`•Gj� ; u i x -s + �' � .:.{r -k•`r z � �+ � � � .'tin t..1 x'.wzxml3 a Fv T T _ _ JLI k '�..a 7x 1 r r n4 y 1• AA C 1 R 1 s. WIN g _ '"` - ,-- - _ram y _ __-� a•_� .�_,;,e x. is w, .. - I'd for c rnq 'RInM q _ UI t d(, tou'n onu outlet temperatures 4. „,ra, � Integral hot and cold supply - checkstops,wall supports, locked temperature regulators OURA-traNsohd , bimetal thermostat C, Unions and strainers on-26 and f directly linked to v31 / larger models •* porting Adjustable high temperature Internal parts of bronze, limit stops set for 11 O'F(43°C) brass and stainless steel -- f,l- _ Union angle checkstops (with stramers,TM 30 and larger only( for top of bottom supplies _ ' _NT!"er�ti t{'LGµ>N�F Gii• -7K•a.� a� .Y- «- n'+ ___ -t' _ ' xs+-,u'•,ne,.-e.uun.xn,.v+y r.^kt..^-yip :Cv _ ry'1t Il�' l lit ��M''i,�--- .. '���..,_-.c— _ • �_'^ si--�x - c t _ 9I G " MINIMUM SYSTEM PRESSURE DROP(PSIG) = FLOW 5 10 15 20 25 1 30 1 35 1 40 45 50 PSI MODEL IN OUT (GPM) ELI- (Umm) 3 7 97 1 4 17 21 24 28 3.1 3.4 BAR 10 1!2" 1�„ 1.0 15 3 3.6 4 4.5 47 6 6.5 75 78 GPM (4,0) 6 11 14 15 17 18 23 25 28 30 I/min 15 1/2" 3/4„ 10 4,5 7 8 10 12 13 14 15 16 17 GPM (4.0) 17 26 30 38 45 49 53 57 60 64 I/min -20 3/4" 1.0 5 73 9 11 13 14 15 16 17 18 GPM 314" l= (40) 19 28 34 42 49 53 1 57 60 64 68 I/min 1.0 7 10 13 15 17 19 21 23 25 26 GPM -28 3/4" 314„ (4.0) 26 38 49 57 1 64 1 72 80 87 95 96 /min 30 3/q �q 50 13 19 25 30 34 37 41 45 47 49 GPM (19) 49 72 95 114 129 140 155 170 182 185 I/min 50 3/4" 1° 80 19 29 38 45 51 56 62 67 71 74 GPM (30) 72 109 143 170 193 212 235 254 269 280 Vmin 130 22 34 42 50 56 62 68 73 78 80 GPM 60 1" 1 1/4" (49) 83 129 1 160 189 212 235 257 276 295 1 302 Vmin 125 1 1/4 1 1/4 13,0 48 65 BO 95 112 120 130 140 158 165 GPM (49) 182 246 303 360 424 454 492 530 598 625 /min 150 1 1/4" 1 112" 180 53 72 88 103 117 133 147 161 175 177 p„q = (68) 200 273 333 382 443 503 556 609 662 670 limn _' 30 9D 120 140 155 1 00 1 00 190 195 200 210 GPM _- 200 2" 2" (114) 341 454 530 587 644 681 719 738 757 795 I'mm Caution All thermostatic water mixing valves have Note: The TM model must be selected based upon limitations They will not provide the desired accuracy the following outside of their flow capacity range Consult the above _Maximum system d=mand for mixed wa+=• chart and male certain minimum flo.� _ -�2r tr,an (see L�r , „wAOusive CASPAK°S,-, as shown Pr_;' -,at , ,vw leonardvalve corn) _ -Sy5tc,n pr_„ura drop' ='{ - Designer's estimated minimum mixed wate- r l,= __• - - flow requirement System pressure drop=the pressure available at the inlet of the mixing valve minus the pressure _ required to operate the farthest fixture, i e • "I- faucet or shower valve,in the building 3 ' s Submittal Data Sheet S-1210 Februnry, 2006 l� I1 V JV - TM-80-E TM-125-E TM-150-E ® � TM-200-E _TM-30-E E) • Thermostatic water mixing valve • ASSE 1017 certified • Dura-trolo solid bimetal thermostat directly linked to valve porting to control the intake of hot and cold water and compensate for supply temperature or pressure fluctuations Dura-trol is highly responsive and cannot be damaged by extremes in temperature • Y4"inlets,and V outlet • 5 GPM(19 Yin)minimum flow capacity,see flow capacity chart • Internal parts of bronze,buss,and stainless Stecl w� Integral wall support,cast lever handle,combination checkstops, f Color-coded dial,HOT-COLD with directional indicators • Maximum operating pressure 125 PSI(860 KPA) • Adjustable high temperature limit stop set for 120*F*(49"C) • Select valve finish below _TM-50-E ® sA • %"inlets and 1"outlet • 8 GPM(30 Um)minimum flow capacity • ASSE 1017 certified. _TM-80-E ® sp Engineer's Approval • 1"inlets and 1 1/4 outlet • 13 GPM(49 Ym)mimmum flow capacity • ASSE 1017 certified. _TM-125-)r 1 1/4"inlets and outlet • 18 GPM(68 I/in)minimum flow capacity _TM-150-E • 1 1/4"inlets and 1 1/2"outlet • 18 GPM(68 Um)minimum flow capacity Job# _TM-200-E • 2"inlets and outlet Arch/Eng. 30 GPM(114 Yin)minimum flow capacity OPTIONS Contractor _SUFFIX RF-Rough bronze finish _SUFFIX CP-Chrome plated finish _SUFFIX LWS-Less Wall support SUFFIX TC—Test connection CAUTIONI All thermostatic water mixing valves have hnuidtioas They will No i provide the desired accuracy outside of 1'eu flow capacity r,,nge Consult i -',w m Capacity Chant and ll0 NOT OVERSIZE. indicated 4` - S "NOTE:A limit stop,act for 120*F(49"C),is simply a mechanical setting to prevent excessive handle rotation If incoming water is hotter than 150°F (65 56C), the 1360 Elmwood Avenue,Cranston,RI 0:.910 USA. temperature of the factory test,the valve when aimed to frill HOT may deliver water in Ph-r_ 4n! "'1 4011 �1T1 `"0 excess of 120'F and the hniit stop MUST EL R=r BY THG ligSTALLEtt E111411. L0111 Web Site'http://www leonardvalve.coin TM-30 thru 150E TM-200E L lz oo 3os r L_ lA oc I • 3EGnn 2.50 m _� b4r4n Boo F203rim PO I 750 3.50 ---►I 191ron 89nr1 REQUIRED PIPING METHOD#I REQUIRED PIPING METHOD#2 VOLUME TEMPERED WATER DDNESTIC TEMPERED ATpmNTROL TO FIXTURES F08M TAW VATEe II SHUTOFF r _ y1 1—VOLUME [R 4IR CNE[KSl[PS ON IN-C(> I C0.11RpL Nv V 'R Si�VIDfI T VATER CIRCULAI� S(IURCE 40PTID Ai NV CV `C IOPTIMW> TRAP �-NOT SUPPLY MEN:VALVE COLD SUPPLY TRCULATC fbi VATER iROy END OF LINE BACK TO TANK 70 BY-PASS LE IF TEMPERED VATER PIPED (THIS PIPING IS HOT TO HE USED P0R AN ENTIRE BIALDINGD TD BY-PASS INLET BALL VALVE TO BALANCE CUR DE ROUT REF DF �i SYSTEM MJST SS➢OVNSIR[AN CIRGI0.ATDR BUT BEFORE CAR SUPPLY OF 1/2' BY-PASS BALL VALVE (THU PIPING IS NOT TR Rr USED rm NIME THAN ONE IUNMNGD wNINBX SYSTEM PRESSURE ORCIP (PSIM rLAVMODEL IN OUT 06PID 5 10 15 25 3D 35 40 45 50 pgl D/nan) ,3 7 97 114 117 21 24 20 31 34 BAR TN-30-E 3/4- 3/4• 50 l7 t9 25 30 34 37 41 45 47 49 GPM tl9) 49 72 95 114 129 140 155 170 182 105 1/nin TM-50-E 3/4' 1• 8.0 19 29 38 45 51 56 62 67 71 74 GPM (30) 72 109 143 170 193 212 235 254 269 280 130 22 34 42 50 56 62 68 73 78 80 GPM TN-80-E 1' 1 1/4' (49) 83 129 160 189 212 1235 1 257 276 295 302 l/ran 1&0 48 65 80 95 lit 120 130 t40 158 165 GPM TM-125-E 1 1/4' 1 1/4' (6e) 192 24G 303 360 424 454 492 530 593 626 I/nRl 1 1/4' 1 1/2, IBO 53 72 68 103 117 133 147 161 1/S 177 GPM TN-150-C (68> 200 273 333 382 443 503 556 6D9 662 670 I.nm 30 90 120 140 155 170 160 190 195 200 210 GPM TM-200-E 21 2• (114) 341 454 530 507 644 681 719 738 757 795 1/nn DO WATER TEMPERA,Uf- �3NT OLS Note Leonard Valve Company reserves tl,e r6'1t of t loduct, 1^/^Fllmvood Avenue,Crsr^' ,IT 11910 OF A or design modifications without notlee or o4glt.on Phone 401 461 12^0 ra, 401 ', " ^:� Email-info(aNconardvalvt:coin ®2005 Leonard Valve Company Web Site:http://www.loonardvalve com Printed in USA ` v4j ♦c:..r __-•.ti-r%r s ">c., `�'.- z^i/. ,. �F",_ i� , •-= - - •NO Reces r-, -cs steel cabinet, 12 = or act assembled and test d•Factory a +� Steel a , •Exposed cabs �t-:,,,nix L , ' t� •Rough bronze valve/piping-Suffix RF �• 'T - - _ Iks3z�l •Unassembled c:rnponent,-Suffix U TM-186 Series TM-186-28 Bottom inlets, single top outlet _ TM-186.50 with on/off valve,dial TM-186 80 thermometer - TM-186-125 TM-186-15D TM-186-20D ~ TM-188.50-STSTL-REC TM-322 Series ` _ TM-322-28 Bottom inlets,cold wa,er bypass TM-322-50 outlet with on/off valve single mlxec outlet with on/off valve, t dial thermometer - si=-'P t - i - TM-322-50-STSTL-REC t• '�- _ P I �,'� TM-427 Series '- •`,. ---_ �I�' TM-427-28 Bo+ „inlets thermometer d„ol = - r TM 427-50 ry p a , s_icn with -- - _ - ,a'°it - _ •-i . - f on/cf, vdlve,dial thermometer • � 2 TM-427-50�--TL-REC I 3 Applb-ration- Combination e TKO (-� " cry v-+ o nil �f w_ -�.., ! ._�� {� y�� OU..., ,_ _ t a rinsln; eyes ., Shower Head: 10"diameter orange ABS plastic. '{ Shower Valve: 1" IPS chrome plated brass stay-open ball valve. Valve is US-made with chrome plated brass ball and Teflon®seals. Furnished with stainless steel actuating arm and 29" stainless steel pull rod. Spray Head Assembly: Two GS-Plus'" spray heads. Each head has a"flip top"dust cover, internal flow control and filter to remove Impurities from water. Eye Wash Bowl: 11 112"ABS plastic. i � Eye Wash Valve: 1/2" IPS chrome plated brass stay-open i ball valve Valve is US-made with chrome plated brass ball and Teflon®seals. Pipe and Fittings: Schedule 40 galvanized steel Furnished with orange polyethylene covers for vertical piping for high visibility and corrosion resistance Supply: 1 1/4" NPT female top or side Inlet. Waste: 1 1/4" NPT female outlet Outlet can be positioned at either • 8" or 20"above finished floor by reversing lower pipe nipples. Sign: Furnished with ANSI-compliant Identification sign. Quality Assurance:Valve and spray head assemblies are factory assembled and water tested prior to shipment. Available Options AG C Powder coated finish on galvanized pipe and fittings. vallable colors include orange, yellow, red and green. ❑ FC20 Regulates shower flow rate to 20 GPM, ❑ GRN Green ABS plastic shower head and bowl. 10EL Yellow ABS plastic shower head and bowl, to ❑ SSH Stainless steel shower head. ❑ AP275.100 Electric Light and Alarm Horn Light and alarm horn summon assistance when eye wash or shower Is activated ❑ AP250.015 Modesty Curtain Modesty curtain for mounting on safety station ❑ TMV G3800 thermostatic mixing valve precisely blends hot and cold water to deliver wary -- ETL Listed 101498. ARDIAN E .• I T . Vni1s have been tested to and wm,*wdh 660 North Union Street Phone 312 733 2626 '*+•• ANSI Z3b8 1-2004 Chicago, IL 60610 Fax 312 733 4684 Info@gesafety com gesafety com Y i • i" IPS CHROME PLATED BRASS STAY-OPEN BALL VALVE 24" 1-1 4 NPT STAINLESS STEEL (610mm) FEMALE INLET ACTUATING ARY - S. ABS PLASTIC-_ LASTIC NOTES (127mm) SHOWER HEAD 1. EACH GS-PLUS SPRAY HEAD T AND ELBOW HAS A "FLIP-TOP" DUST COVER, INTERNAL FLOW 2g" 010"- CONTROL AND FILTER TO (737mm) (254mm) REMOVE IMPURITIES FROM 23-1/2" THE WATER FLOW. (597mm) 2. OUTLET TEE CAN BE POSITIONED AT EITHER 8" 17J OR 20" A.F.F. BY REVERSING POLISHED STAINLESS PIPE NIPPLES ABOVE AND STEEL PULL ROD BELOW LOWER TEE GALVANIZED STEEL PIPE AND FITTINGS 1-1/4" NPT FEMALE INLET 90" (2) GS-PLUS (PLUGGED) (2286mm) K(127mm) SPRAY HEADS B-1/2";-� POWDER COATED CAST 011-3/4" (1fi5mm) IALUMINUM FLAG HANDLE (298mm) 1/2" IPS CHROME PLATED BRASS STAY- OPEN BALL VALVE ABS PLASTIC BOWL 66" 5" (I676mm) DETAIL "A" 6" I UNIVERSAL FLOOR FLANGE (152mm) 36" 9-1/4" (914mrn) 31" (235mm) (787mm) 07/16" MOUNTING SLOTS POWDER COATED �_kON 7-5/8" BOLT CIRCLE CAST ALUMINUMFLOOR FLANGE e,. (SEE DETAIL "A") (203mm) (SEE NOTE 2) 1-1/4" NPT FEMALE OUTLET (229 mm) CAST ALUMINUM FLOOR FLANGE (SEE DETAIL "A") PTL Listed 101498 Unit,have barn tasted to and comply whn L:, _if,,, ANSI Z353 1-2004 Sign Included This space for ArchiteaVEngineer approval /�r'++ �I � //gy� �ppUARDIA` �t.arR � r ,P I efi . 6 660 North Union Street Phone 312 733 2626 Chicago, IL 60610 Fax 312 733 4684 nfo@gesafety.com gesafety.com Os135 ou9 to coNlnuing product ImptWemxtt,Ots Infametgn mdelned In Otis document In subject to change without notice Al dimensions ere t W4-IBmm) Kent Events Center 20-Jul ATTACHMENT NO. 06 MEP Responsibility Matrix For MACC Pricing Only, Not for Construction Item# Coordination Item furnished by installed by power wiring control wrong Comments by by • GENERAL Access doors for MEP equipment MC/PC/EC drywall - - need count Acoustical sound isolation coordination for rooftop units MC MC - - include in Acoustician Input as as Allowance Acoustical padding below rooftop mechanical equipment(d required) GC GC - - include in Acoustician Input as as Allowance Concrete housekeeping layout&requirements MC/PC/EC - - - Concrete housekeeping pads for MEP equipment GC GC - - Construction schedule and coordination GC/MC/PC/EC - - - Curbs,blockouts and penetrations and coordination required for rooftop MC/EC MC/EC - - equipment Dumpster supply GC - - - Finish painting of exposed mechanical and electrical systems GC GC - - Firestopping at rated floor,ceiling and wall penetrations required by the MEP MC/PC/EC MC/PC/EC - scope of work Inspection coordination with authority having fuisdiction MC/PC1EC - - Job office,dry shack and material storage MC/PC/EC - - - Required seismic supports for motors,equipment,conduit and piping MC/PC/EC MC/PC/EC - - Temporary construction power and egress lighting including crane and manlift GC GC GC - connections Temporary water service for construction use PC PC - - Temporary heating as required GC GC - - Thermostats MC MC - MC Trenching and backfilhng for underground work MC/PC/EC MC/PC/EC - - Washington state sales tax GC - - - Equipment protection(bollards) GC GC - - Louvers GC GC - 2-hr enclosure around duct,where required GC GC MC to provide MOdenson with tin ft 3-D Detailing MC/PC/EC/FP MECHANICAL AHU Equipment MC MC EC MC Smoke exhaust fans MC MC EC MC Toilet exhasut fans MC MC EC MC VFDs MC MC EC MC Dampers at mechanical equipment MC MC EC MC Dampers elsewhere(at louvers,etc) Mc MC EC MC Damper actuators MC MC EC MC AHU disconnects EC EC EC - Fans(exhaust) MC MC EC MC Fan starters)disconnects EC EC EC - Boilers MC MC EC MC Boiler disconnects 120V EC EC EC Circulation pumps MC MC EC MC Circulation pump starters/disconnects EC EC EC - Boiler&water heater Flues MC MC - - Building management and digital automation system MC MC EC MC Duct and pipe insulation MC MC - - Plumbing insulation PC PC Au side test&balance MC MC Duct smoke detectors EC MClEC EC EC/FA Ductwork system medium&low pressure MC MC - - Fire&smoke dampers MC MC EC EC Gas service and metering to building PC PC - - Condensate piping MC MC = _ Grilles&diffusers MC MC Heat trace where required(fire sprinkler and PC to provide qtys) EC EC EC Irrigation controller irng irrig EC Irrigation system lines irng irrig - Mechanical and refrigeration piping MC MC - - Footing and foundation drains Civil Civil - - 8/3/2007 Kent Events Center 20-Jul ATTACHMENT NO.06 MEP Responsibility Matrix For MACC Pricing Only, Not for Construction Item# Coordination Item furnished by installed by power wrong control wrong Comments by by Roof drain system PC PC - Kitchen Grease hoods KC KC EC EC Grease Interceptor Civil Civil Commissioning Support MC/PC/EC/FP Fire Protection Flow and tamper switches FP FP EC EC Pump Not Required - - -Back flow preventer FP FP - Dry valve compressors(assume 3) FP FP EC EC Dry valve compressors disconnects and power(assume 3) EC EC EC PIV Civil Civil EC ELEVATORS Elevator controls and control wiring ELEV ELEV EC ELEV Elevator disconnect and shunt trip controller module EC EC EC EC Elevator machine room sprinkler system solenoid valve FP FP EC - Communication raceway and comm cabling from main telephone backboard to EC EC - - outlet in elevator equipment room Circuitry for cab power and lighting EC EC EC - Traveler connection to elevator equipment for cab power and fire fighter ELEV ELEV - - communications Fire alarm dry output contact for initiation of elevator re-call EC EC EC EC SWITCHGEAR Electrical switchboards,panelboards,load centers,transformers,busway and EC EC EC - meter centers Coordination study,start-up,commissioning and training EC EC - - Transformer lugs,vibration isolators,remote meter bases for'subtractive' EC EC - - • metering,CT enclosures and fuses GENERATOR Standby generator,radiator cooling system,disconnect,battery charger, EC EC EC EC silencer,heater,muffler,controls and ATS equipment Diesel fuel fllll for generator system GC GC - - Generalor fuel and exhaust piping MC MC - - Remote fill PC PC - - Outside ventilation MC MC - - LIGHTING Light fixtures&supports EC EC EC - Light switching and controls EC EC EC EC FIRE ALARM Fire alarm system including panels,devices and branch distribution EC EC EC - Fire alarm engineering and design EC - - - Fire alarm control power for door locks and hold-open devices 120/24 volt DOOR DOOR EC - Fire alarm control power for door locks and hold-open devices 120/24 volt DOOR DOOR EC - Post Indicator Valve Tamper Switch and raceway EC EC EC SYSTEMS Cable television equipment O O EC - Security system raceway only EC EC - - Telephone and CAN service entrance,riser cable,conduits,wiring,and EC EC - - outlets Telephone distribution equipment 0 O EC - Telephone equipment backboard plywood GC GC - - BWD07 r - v k § a O 0 F V, Mull oil 0 ---- --- _ _ I I. I ' � o 1 I • � 1 ` �N 1 1 I W �w I GC � U a r 1 Q�- ---•-.---- --- ----------- ---- ...... .y-- LJJ y I N W LU w i J LL LL J LL 1 O 1_ � tmV n m .r•1 N W � � � N � m vni • � � '- - srtt mmmaa�,mmmama � �°, Ai i xxxxsxxszsxxxxxx 8 . . . . . . . . 8 0 0 8 m g--'-------------------------------------- ' rE� eek Q� ~ a••r i®taio'-MIL-mmom MIR O O O b g a 'c r - 4 � ---------- IIIIIII 7.1 I._ rl Z Z zVILU N 'I jil J�z "-lji�'A LU c U I b • q' -�yL l -Wrrn •ryK5) w Ed - L � r U ,- sQ O Qe Q f � f �, i - BA0�9Bi _ 63 -- Y. s .1 HIM 13 � Q• � 9 Li �9 L4� 4 I b O I N �•c W W ir LU m Q _•♦T. C-) i Rm �� 0 d� � lip I. -------- 7 �' €gg ------- MT., t I • � -ten i !�• m w. ; r 88 Sq8 o e QN _ _--_�--_ _ _ _ _ _-_ -� - `fi __ _ _ _ _ _ � _ alN o � _ _ � _�� � 3 � � 3 3 'r�; 'r is - _. -V'r:::-�:=_::•_._�. ;; r C I 'NIIII �.I - O - o Z {n N • � W W.� U a� I ' Q ce LU , i V w S . 1 2 b LLLL ----- ------- - 3.33 r - �"- - - - - - - r - - - - - - -- - ,- - - - - �=- - - - -..- -i- -- - - - - -""""e - asses. o , i _ _ __ /I -�-`- o tt Ji I .� 0 Z o , of Z o {n N y Dr LLJ LU z a 3 \ -- ; v E ....... . _ a 1_-------- _ ------ 4--------} ........-E—..... Q ® x-'x Y x x 4i o _ L i r - m N 0 Q Qo Q s I ' I i II I I rl O i z° Z i F do Z N IlJ W.+ U O C V d Q I F � Q ` I w ........ --- o- - W N 0 = ` ........... o o a 1 • 1 �. _'fit-�..A`�...:.:. '.' _ '.i.( _ _., •' V� r�i IM C 0 i r U N � s O I f � 99iee9 IIIIII �I -I---- '--- ------- -- I � ' I n O Z n N ---- - ----- -- - - -- o U z d� I • I Q • i I ------------ 1 LU _ (� G o -------=_ - ___:_ ------o . J V , i I .. r � M € N 0 , N Q All _ E- -_ -- - --_- - - - - U �e ` ttltl� � I I o i � � -phi• - i q i -r- ------ ---- y M ! Q c ' ----- --- Z nN • re_"Lj W o = o z 5 i li O ULU a nr 1 O� 4 , -------- -------__ _.._._ s / . _ .___ _ ... __i_ ___..._ __.. - 0 � 4 Q A6 ' s �aos Amiga Center at Kent Section 16501 B 14124 Light Fixture Schedule 7/6/07 Fixture Type Al DESCRIPTION: Recessed incandescent PAR30 downlight,nonunal 6" aperture Clear setm-specular Alzak parabolic cone,self-flanged overlap trim Minimum recess depth 8" Maximum recess depth 10 5/8" MANUFACTURERS: Edison Price Darklite 38/6 Series,Kurt Versen C7301 Series, Lrghtolier B7705 Series,Lrthonia Gotham R6 Series,Omega Revelation OM6 Series LAMP: One 75PAR30LN/FL WATTS: 75 COMMENTS: Fixture drawing is an illustration of one acceptable manufacturer CANDELA Sea tle, Way*Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-1 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule 7/6/07 Fixture Type A2 DESCRIPTION: Track mounted incandescent accent light,nominal 7-7/16"tall x 5" diameter Spun aluminum housing and self locking yoke Internal retaining ring for up to three accessories Provide hexcell louver 90' tilt and 360'rotation Manufacturer's standard finish as selected by Architect MANUFACTURERS: Halo L1838 Series,Lightolier Lytespan 220R3 Series, Capn CT5730 Series Zumtobel Staff Parstar 903 Series LAMP: One 75PAR30/(Beam spread to be determined) WATTS: 75 COMMENTS: Manufacturer to match manufacturer for type Tl track Fixture drawing is an illustration of one acceptable manufacturer OliveWay Suite 1400 Seattle,WA CA,kDELA Phone 206/667-0511 • Architectural Lighting Consultants Fax 206/667-0512 16501-2 Amiga Center at Kent Section 16501 B 14124 Light Fixture Schedule 7/6/07 Fixture Type F1 DESCRIPTION: Recessed 12 cell parabolic fluorescent lay-in troffer nominally 24"x 48"x 7" Low iridescent, semi-specular 4"deep aluminum louvers, mitered corners and black reveal,enclosed positive cam action latches Electronic ballast MANUFACTURERS: Columbia 4500 Series,Lithonia 2PM4 Series;Metalux 2PGAX Series,Daybrite 2P4 Series,Lightolier VRA2 Series,H E Williams U4 Series LAMP: Two F32T8 WATTS: 62 COMMENTS: Fixture drawing is an illustration of one acceptable manufacturer CAE Olive Way Suite 1400 Sea Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-3 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule . 7/6/07 Fixture Type F2 DESCRIPTION: Recessed compact fluorescent downhght with vertical lamp,nominal 6" aperture Clear semi-specular Alzak parabolic cone,self-flanged overlap tnm,low-iridescent finish Electronic ballast Ballast shall operate all manufacturer's 26 or 32 watt lamps Minimum recess depth 9 3/4" Maximum recess depth 10 7/8" MANUFACTURERS: Lithoma Gotham AFV 32TRT 6 Series,Halo C6042 Series,Prescolite CFT632EB Series,Kurt Versen P926 Series, Lightolier 8021/6132 Series LAMP: One CFTR32W(Amalgam Lamp) WATTS: 33 COMMENTS: Juncbon Vented lamp Lamp- Vented Sailast Rail Box Housing Trap& holder Top Support(2) 4.1 t � s � I t � � - T` T-2, setdty Specular Venting Lamp cone Retammg Verooel Chaln Alzak Cone Slot tay Others) Spring Adjustment Fixture drawing is an Illustration of one acceptable manufacturer �E V� Sea tie,Oli Way'Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-4 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule 7/6/07 Fixture Type F3 DESCRIPTION: Pendant mounted compact fluorescent cylinder nominal 9-1/4" diameter x 13-3/4" high,with 7-1/4" aperture,pendant length to be determined Constructed of spun aluminum with matte black interior and matte white baked enamel exterior finish Semi-specular clear Alzak parabolic cone with self-flanged trim Electronic ballast Ballast shall operate all manufacturer's 26 or 32 watt lamps MANUFACTURERS: Kurt Versen P913 Series,Halo Portfolio C16032 Series;Lightolier CS7132 Series LAMP: One CFTR32W(Amalgam lamp) WATTS: 33 COMMENTS: C = k � i t 3 J ayaAa} A Fixture drawing is an illustration of one acceptable manufacturer �E 1../� Sea tle,Oli Way s Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 • 16501-5 Amiga Center at Kent Section 16501 B 14124 Light Fixture Schedule 7/6/07 Fixture Type F4 DESCRIPTION: Wall mounted direct/indirect fluorescent fixture nominal 6-1/2"high x lengths as shown on drawings 7"projection from wall Constructed of die-formed steel with 3/8"regression at bottom for rigidity Steel splines for precise alignment at joints between fixtures Die-formed steel reflector with high-reflectance white finish White blade baffles, 3/4" high x 3/4"on center Finish as selected by Architect Electronic ballast MANUFACTURERS: Litecontrol W-D-66N Series,or approved equal LAMP: One F32T8/4' WATTS: 32/4' COMMENTS: 1f2" uY I Fixture drawing is an illustration of one acceptable manufacturer CASE Sea SeatOlitle, Way*Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Architectural Lrghtuig Consultants Fax 206/667-0512 16501-6 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule • 7/6/07 Fixture Type F5 DESCRIPTION: Surface mounted one lamp fluorescent strip fixture nominal 48" Die formed steel,high reflectance baked white enamel finish Electronic ballast Provide wireguard MANUFACTURERS: Columbia CS Series,Lithonia C Series,Metalux SS Series,Day-Bate T Series,Ltghtolier SW Series,H E Williams 76 Series LAMP: One F32T8 WATTS: 32 COMMENTS: • v ° Fixture drawing is an illustration of one acceptable manufacturer ��.i/�V L J� Sea tle, Way*Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206 i 667-0512 16501-7 Amiga Center at Kent Section 16501 B 14124 Light Fixture Schedule • 7/6/07 Fixture Type F6 DESCRIPTION: Surface mounted two lamp fluorescent strip fixture nominal 48" Die formed steel,high reflectance baked white enamel finish Electronic ballast Provide wireguard MANUFACTURERS: Columbia CS Series,Lithoma C Series;Metalux SS Series,Day-Brae T Series, Lightolier SW Series,H E Williams 76 Series LAMP: Two F32T8 WATTS: 62 COMMENTS: i a° Fixture drawing is an illustration of one acceptable manufacturer �E L./� Sea tle,Oli Way*Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Archuectural Lighting Consultants Fax 206/667-0512 16501-8 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule . 7/6/07 Fixture Type F7 DESCRIPTION: Recessed lensed troffer nominal 24"x 48"x 5",flush steel door with mitered corners,enclosed positive cam action latches and 125"virgin acrylic prismatic lens Electronic ballast MANUFACTURERS: Columbia 4PS2 Series,Lithonia 2SP8 Series,Metalux 2GC Series, Daybrite 2TG Series,Lightolier SPS2 Series,H E Williams 50-S Series LAMP: Two F32T8 WATTS: 62 COMMENTS: Fixture drawing is an illustration of one acceptable manufacturer 720 Olive Way*Suite 1400 C � �C I ^ Seattle,WA 98101 67-0 �f L Lf'1 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-9 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule • 7/6/07 Fixture Type F8 DESCRIPTION: Surface mounted fluorescent fixture nominal 9-1/8"wide x 49"long Constructed of die formed steel with internal welds Lens of 0 156" clear impact resistant prismatic polycarbonate Lens held captive by double-wall lens channel Fully gasketed UL listed for wet locations Provide cold weather ballast MANUFACTURERS: Fail-Safe FWS Series,or approved equal LAMP: Two FT32W WATTS: 62 COMMENTS: ,, Fixture drawing is an illustration of one acceptable manufacturer CANDELA Sea tle,Oli Way�Suite 1400 Seattle,WA 98101 Phone 206!667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-10 Amiga Center at Kent Section 16501 B 14124 Light Fixture Schedule • 7/6/07 Fixture Type F9 DESCRIPTION: Recessed lensed compact fluorescent downlight with horizontal lamp, nonunal 7" aperture Clear semi-specular Alzak parabolic cone,self flanged overlap trim, low iridescent finish Fresnel lens fixed to lower reflector cone U L listed for wet locations Electronic ballast Minimum recess depth 6-1/2" Maximum recess depth 8" MANUFACTURERS: Lightolier 9097 Series, Cooper Portfolio C7132 Series,Prescolite CFT832 Series LAMP: One CFTR32W WATTS: 33 COMMENTS: 0 0 Fixture drawing is an illustration of one acceptable manufacturer 720 Olive Way*Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-11 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule 7/6/07 Fixture Type F1O DESCRIPTION: Surface ceiling mounted lensed wraparound nominal 10"wide x 48" long x 3" deep Heavy gauge steel housing painted with high gloss baked white enamel,minimum reflectance 86% Clear acrylic prismatic diffuser with linear prisms on sides Electronic ballast MANUFACTURERS: Columbia WC4-2 Series,Lithonia LB232 Series,Metalux SA232A Series,H E Williams 17 Series,Daybnght AWN232 Series LAMP: Two F32T8 WATTS: 62 COMMENTS: eb .t •Ayr Fixture drawing is an illustration of one acceptable manufacturer ��L.J� Sea tle, Way*Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206 1 667-0512 16501-12 Amiga Center at Kent Section 16501 B 14124 Light Fixture Schedule . 7/6/07 Fixture Type F11 DESCRIPTION: Recessed lensed troffer nominal 24"x 49"x 5",flush steel door with mitered comers,enclosed positive cam action latches and 125"virgin acrylic prismatic lens Electronic ballast MANUFACTURERS: Columbia 4PS2 Series,Lithoma 2SP8 Series,Metalux 2GC Series, Daybrite 2TG Series,Lightolier SPS2 Series,H E Williams 50-S Series LAMP: Two F32T8 WATTS: 62 COMMENTS: Fixture drawing is an illustration of one acceptable manufacturer CANDELA 720 Olive Way*Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-13 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule 7/6/07 Fixture Types F12 and F12A DESCRIPTION: Surface mounted lensed fluorescent with high impact acrylic diffuser, nominal 8"wide x 5-1/2" deep x 50" long Impact-resistant,UV- resistant fiberglass reinforced polyester housing High impact resistant DR acrylic diffuser secured to fully gasketed housing by captive, corrosion and tamper-resistant latches U L listed for wet location Electronic ballast MANUFACTURERS: Ltthonia DMW Series,Columbia LUN4-2 Series,Metalux VT2 Series,Daybrite V2W Series,H E Williams 92 Series LAMP: Two F32T8 WATTS: 62 COMMENTS: Type F12A-Similar to type F12 except for provide ballast with operating temperature down to-20 degrees F Fixture drawing is an illustration of one acceptable manufacturer Oli �r/"V �1./ LJ� Sea tle, Way*Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-14 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule • 7/6/07 Lture Type F13 DESCRIPTION: Chain hung mdustnal strip light,nominal 13-3/8"wide x 4'long Steel construction with longitudinal reinforcing ribs Die embossed reflector with transverse ribs and apertures for 15%uptight All parts painted with high gloss baked white enamel,minimum reflectance 86% Electronic ballast Provide wireguard MANUFACTURERS: Columbia KL Series,Lithonia L Senes,Daybnght IF232 Series; Metalux DIM Series,H E Williams 82 Series LAMP: Two F32T8 WATTS: 62 COMMENTS: =`•.l Fixture drawing is an illustration of one acceptable manufacturer OliveWay Suite 1400 Seattle,WA 98101CAE Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-15 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule 7/6/07 Fixture Type F14 DESCRIPTION: Recessed lensed troffer nominal 24"x 48"x 5",flush steel door with mitered comers,enclosed positive cam action latches and 125"virgin acrylic prismatic lens Electronic ballast MANUFACTURERS: Columbia 4PS Series,Lithonia 2SP8 Series,Metalux 2GC Series, Daybrite 2TG Series,Lightolier SPS2 Series,H E Williams 50-5 Senes LAMP: Three F32T8 WATTS: 93 COMMENTS: • Fixture drawing is an illustration of one acceptable manufacturer 720 1../� Olive Way s Suite 1400 Seattle,WA 98101 CAtNDEPhone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 • 16501-16 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule 7/6/07 Fixture Type F15 DESCRIPTION: Recessed fluorescent clean room fixture nominal 24"x 48" Die- formed,20 gauge cold rolled steel with sealed endcaps Housing is not vented High reflectance polyester powder coat finish,93% reflectance Clear extruded lens with interior prisms Flush mounted stainless steel fasteners Closed cell gasket that seals lens to door frame and door frame to housing Gasket to seal fixture to ceiling system 18 gauge steel door with white polyester powder coat Electronic ballast LTL listed for wet locations MANUFACTURERS: Fail-Safe CFF Series,Kurtzon Wet-Lock Series,Columbia WLT24 Series,Lithonia WRT Series LAMP: Four F32T8 WATTS: 124 COMMENTS: H J D C rPo Q 0 0 �1111 m3'1/4' F .._..--`A —1 Ia nil 5m E 2211/16' 1576mm1 "" ........� : ..... .. ..,A 24 7f4' 1616mm1 26" 1666mm1 Fixture drawingis an illustration of one acceptable manufacturer P ��� Sea tle, Way'Suite 1411(i Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-17 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule . 7/6/07 Fixture Type F16 DESCRIPTION: Undercabmet tasklight nominal 48"with solid front,not to exceed 1- 9/16"high,shall have a 45 degree batwing acrylic prismatic lens Steel housing with baked white enamel finish Hardwired and switched at wall Electronic ballast MANUFACTURERS: Alkco SF332 Series,Failsafe MAS Senes;Lithoma N2S Series,H E. Williams 2SF-KSH25 Series,Daybnte 8UC Series LAMP: One F32T8 WATTS: 32 COMMENTS: • 11 II' �f Y lm� Fixture drawing is an illustration of one acceptable manufacturer CANDELA Sea le,Oli Way*Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-18 Atmga Center at Kent Section 16501 B14124 Light Fixture Schedule 7/6/07 Fixture Type F17 DESCRIPTION: Recessed compact fluorescent lensed wallwash,nominal 6"aperture Clear Alzak parabolic cone self-flanged overlap trim, low-iridescent finish, 55'lateral spread lens and reflector system Lens keyed to reflector cone for proper orientation to lamp and wall Electronic ballast MANUFACTURERS: Kurt Versen P950 Series,Lightolter 9046-6132 Series,Cooper Portfolio C6932 Series,Prescolite CFTW632EB-ST612 Series, Omega Revelation OM6 Series,Gotham DLWF 1/32TRT Series LAMP: One CFTR32W(Amalgam Lamp) WATTS: 33 COMMENTS: • Lamp- Socket Lamp Kdw Vented Venting Rail holder Bracket (By Olhers) Reflector Top Slot Support x _ = Vertical Vented Lens Specular Aperture Torsion Adjustment Housing Alzak Cone Frame Spring Rotated 900 Fixture drawing is an illustration of one acceptable manufacturer _ Olive Way*Suite 1400 Sea f/"��^ '��� Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-19 Amiga Center at Kent Section 16501 B 14124 Light Fixture Schedule 7/6/07 Fixture Type F18 DESCRIPTION: Pendant mounted linear fluorescent wallwasher,nominal 3 3/8"wide x 5"tall Extruded aluminum housing with die-cast end-plates Optical system of highly specular aluminum for asymmetric distribution Integral electronic ballast Pendant mount,lengths to be determined. Manufacturer's standard paint finish as selected by architect MANUFACTURERS: Insight Visio Series LAMP: One F32T8/4' WATTS: 33 COMMENTS: I 1 , a R e�4SE' a� i �pp 1 yy } Fixture drawing is an illustration of one acceptable manufacturer CAJ\D Olive Way*Suite 1400 Sea Seattle,WA 98101 Phone 206/667-0511 ArchnecturalLighung Consultants Fax 206/667-0512 16501-20 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule • 7/6/07 FFixture Typ=F19 DESCRIPTION: Surface wall-mounted fluorescent wraparound with translucent white acrylic diffuser,nominal 5"wide x 4 ''/z' deep x 4'long All metal parts die-formed steel End plate welded to channel, channel cover secured with quarter-tum fasteners Manufacturer's standard white paint finish Electronic ballast MANUFACTURERS: Lithonia WC Series, Columbia W4-2 Series,Metalux BC Senes, Daybnte WB232 Series,H E Williams 20-4-232 Series LAMP: Two F32T8 WATTS: 62 COMMENTS: • Fixture drawing is an illustration of one acceptable manufacturer CANDE Olive Way*Suite 1400 Sea Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-21 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule . 7/6/07 Fixture Type F20 DESCRIPTION: Recessed linear fluorescent wallwash fixture,nominal 3"wide x 3 7/8" high,with maximum 2-1/8"wide aperture,in lengths as shown on drawings Housing constructed of painted steel with five-stage iron- phosphate pretreatment for rust resistance Reflector of extruded aluminum,two,component,specular asymmetric vacuum metalized reflector system Perforated black metal diffusers Electronic ballast MANUFACTURERS: Peerless Lightlme LWAR9 Series,Pinnacle EW Series LAMP: One F28 T5 WATTS: 32 COMMENTS: Fixture drawing is an illustration of one acceptable manufacturer OliveWay*Suite 1400 Seattle,WA 98101 C4,1\DELA Phone 206/667-0511 Architectural Lightmg Consultants Fax 206/667-0512 16501-22 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule 7/6/07 Fixture Type F21 DESCRIPTION: Surface mounted 1 lamp T8 uplight,nominal 7"wide x 3"tall,run lengths as indicated on drawings Housing of die-formed 24 gauge metal,painted white Optical system of highly specular aluminum and high reflective 24 gauge white painted metal for asymmetric distribution Electronic ballast MANUFACTURERS: Ledahte In-Cove 2808 Series,Lam CHPDA-T8 Series,Peerless Envision Cove Series,Birchwood Ashley ASH-T8 Series, Corelite Cove T8 Series LAMP: One F32T8/4' WATTS: 32/4' COMMENTS: • s° ---------- 2" ' f , Fixture drawing is an illustration of one acceptable manufacturer 720 L/� Olive Way*Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 • 16501-23 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule 7/6/07 Fixture Type F22 DESCRIPTION: Recessed linear fluorescent downlight,nominal 4" wide x 4"high x lengths shown on electrical drawings Minimum 45 degree shielding angle Constructed of 20 gauge cold rolled steel Reflector of 24 gauge steel with baked white enamel finish Semi-slimular natural aluminum parabolic louver, 1-1/4"high x 3"wide x 1 2"on center Electronic ballast Trim finish as selected by Architect UL listed for damp locations MANUFACTURERS: Selux M100 Series,Linear Lighting RC45 Series LAMP: One F54T5HO/4' WATTS: 59 COMMENTS: • O F arxi , .oL m[ xse-=/<.'!•NLL.ve mac) LLJ- tR VRS Av +I V47 i CRUSE SCf,-iC[� LOhGITUDiN4L SECTION rul);",`ssx axa w.t wowxa Fixture drawing is an illustration of one acceptable manufacturer CAE Olive Way*Suite 1400 Sea Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-24 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule 7/6107 Fixture Type F23 DESCRIPTION: Recessed fluorescent domed fixture nominal 72" in diameter Two piece 20 gauge steel reflector and housing High reflectance polyester powder coat finish,93%reflectance Spun steel trim ring and doorframe 1/8"white acrylic lens Electronic ballast MANUFACTURERS: Focal Point Skydome 66 Series,Prudential P-8960 Series. LAMP: Ten F32T8 WATTS: 320 COMMENTS: ik v n C� Sea tle, Way*Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-25 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule 7/6/07 Fixture Type F24 DESCRIPTION: Recessed fluorescent domed fixture noimnal 48"in diameter Two piece 20 gauge steel reflector and housing High reflectance polyester powder coat finish 93%reflectance Spun steel trim ring and doorframe 1/8"white acrylic lens Electronic ballast MANUFACTURERS: Focal Point Skydome Series,Prudential P-8940 Series LAMP: Six F32T8 WATTS: 192 COMMENTS: Y K C� Olive Way*Suite 1400 SeatELA tle,WA 98101 Phone 2061667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-26 Annga Center at Kent Section 16501 B 14124 Light Fixture Schedule 7/6/07 Fixture Types F25, F25A DESCRIPTION: Pendant mounted direct/indirect linear fluorescent fixture nominal 9" wide x 2-3/4"high x 8'long One piece die-formed cold rolled steel housing 5"endcaps attached without exposed fasteners Continuous senu-specular parabolic aluminum louver in center of fixture Steel reflectors with high reflectance white powder coat paint Prewired with quick disconnect plugs Finish as selected by Architect Aircraft cable suspension, 18"long,with straight white power cord MANUFACTURERS: Corelite Indium D/I Series,Fmelite S12 Series LAMP: Four F32T8/8' WATTS: 124 COMMENTS: F25A-Similar to type F25 except for length,lamp quantity,and watts Length=Nominal 12' Lamp=Six F32T8/12' Watts= 186 IRMnM YCEYIEE• IY<N.IEEe• �- �� Sea Olitle, Way*Suite 1400 �'`/..��wVI Seattle,WA 98101 �s! Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-27 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule • 7/6/07 Fixture Type F26 DESCRIPTION: Pendant mounted fluorescent domed fixture nominal 24"in diameter. 16 gauge steel housing One piece 20 gauge steel reflector High reflectance polyester powder coat finish,93%reflectance Spun steel trim ring and doorframe 1/8" white acrylic lens Electronic ballast MANUFACTURERS: Focal Point Stem Mount Skydome Series,Prudential P-3920 Series. LAMP: Two FT40W WATTS: 74 COMMENTS: ; _ Fixture drawing is an illustration of one acceptable manufacturer C��. • Sea Olitle, Way�Suite 1400 'L,//"�, Seattle,WA 98101 Phone 206!667-0511 Architectural Lighting Consultants Fax 206/667-0512 i 16501-28 Amiga Center at Kent Section 16501 B 14124 Light Fixture Schedule 7/6/07 Fixture Type F27 DESCRIPTION: Pendant mounted fluorescent domed fixture nominal 48"in diameter 16 gauge steel housing One piece 20 gauge steel reflector High reflectance polyester powder coat finish,93%reflectance Spun steel tnm ring and doorframe 1/8"white acrylic lens Electronic ballast MANUFACTURERS: Focal Point Stem Mount Skydome Series,Prudential P-3940 Series LAMP: Three F21T5 and Four F14T5 WATTS: 143 COMMENTS: Zc+w >y.xw ry ,Xs5 x fi, c s � v e 3 ti Fixture drawing is an illustration of one acceptable manufacturer OliveWay Suite 1400 Seattle,WA 98101 CAI\DELA Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-29 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule 7/6/07 Fixture Type L1 DESCRIPTION: Recessed LED step light in stair riser,nominal 4 6"x 4.6"faceplate, with recessed junction box Manufacturer's standard finish as selected by architect UL listed for wet location MANUFACTURERS: Winona LED Step01 LAMP: One 3 watt LED warm white(0011HO)module Short Distribution. WATTS: 3 COMMENTS: rr _ 1 r R s c i Fixture drawing is an illustration of one acceptable manufacturer �E 1../� Sea tle,Oli Way*Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-30 Amiga Center at Kent Section 16501 B 14124 Light Fixture Schedule 7/6/07 Fixture Type L2 DESCRIPTION: Surface mounted LED steplight in catwalk,nominal 8 5"x 5 5" faceplate Modified backbox to match 8 5"x5 5"rectangular dimensions Fixture mounted below hand railing,see architectural details Manufacturer's standard finish as selected by architect (faceplate and backbox). MANUFACTURERS: Winona LED Step03-MOD LAMP: LED warm white(001)module Long Distribution WATTS: 12 COMMENTS: kn i 3 h -• i8 c Fixture drawing is an illustration of one acceptable manufacturer Oli `��/—V �L/ LJ"� Sea tle, Way'Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-31 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule • 7/6/07 Fixture Type M1 DESCRIPTION: Pendant mounted metal halide high bay fixture in Marshalling Area Glass refractor with 16 spacing criteria Pendant mounted such that bottom of fixture is even with bottom of structure Electronic ballast by Aromat or Advance (IES test no 44550) MANUFACTURERS: Holophane Pnsmalume Enclosed Series LAMP: One MHC100/U/M/3K(Philips MasterColor) WATTS: 110 COMMENTS: E3 C �S r 6 4 f i •� p€E i 1Q Fixture drawing is an illustration of one acceptable manufacturer CAE Sea SeatOlitle, Way'Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-32 Amiga Center at Kent Section 16501 B 14124 Light Fixture Schedule . - 7/6/07 Fixture Type M2 DESCRIPTION: Pendant mounted metal halide downlight nominal 13"diameter x 20 5" high Steel and aluminum housing with UV stabilized opal polycarbonate diffuser for uplight Twin aircraft cable suspension in lengths as shown on Architectural elevations High purity specular faceted aluminum reflector Electronic ballast MANUFACTURERS: Beta-Calco Belaro 12 Series,Martini Novi 380 Series LAMP: One MHC70/U/MP/3K(Philips MasterColor Protected lamp) WATTS: 78 COMMENTS: r, xi" �, s Y in s Fixture drawing is an illustration of one acceptable manufacturer ��LJ'l Sea tle, Way*Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Architectural Ltghang Consultants Fax 206/667-0512 16501-33 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule . 7/6/07 Fixture Type M3 DESCRIPTION: Recessed metal halide downlight,nominal 6"aperture and 6 5"depth Clear semi-specular Alzak lower reflector cone,clear Alzak upper cone with self-flanged overlap tnm 45 cut-off to the lamp Clear tempered glass safety lens above lower cone Provide Aromat or Advance electronic ballast. MANUFACTURERS: Kurt Versen R7344 Series,Lithonia AHZ Series,Portfolio MD7S Series LAMP: One MHC70/C/L1/M-(Philips MasterColor) WATTS: 78 COMMENTS: Branch Circuit Primary Lamp Socket Lamp- Connector Junction Box Reflector (By Others) Bracket holder 1 ✓ t r Thermal Access Lamp Alzak Apett" Remote Protector Latch Shield Cone Frame Baliast Fixture drawing is an illustration of one acceptable manufacturer CAE Sell Olive Way*Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-34 Amiga Center at Kent Section 16501 B 14124 Light Fixture Schedule 7/6/07 Fixture Type M4 DESCRIPTION: Wall mounted metal halide downlight Fixture head nominal 24" diameter and 11-7/8"high,with 3 6" arm and triangulated support to wall Cast aluminum construction Hydroformed reflector for Type II light distribution Flat tempered glass lens for full-cutoff optics Tool- less access to internal components Quarter-turn access to lamp Quick-disconnect terminals between lamp and ballast tray Finish as selected by Architect Electronic ballast MANUFACTURERS: Lumec Citea Series LAMP: One MHC70/U/M/3K/ALTO(Philips MasterColor) WATTS: 78 COMMENTS: l CANDELA Olive Way•Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-35 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule _ 7/6/07 Fixture Type M5 & M5A DESCRIPTION: Pole mounted single-head metal halide cut-off luminarre,nominal 22- 1/2"x 16"x 8",with specular Alzak reflector Fixture housing of one piece die cast aluminum with integral cooling fins over optical chamber and electrical compartment Optical and electrical compartments separated by solid bamer wall Type III light distribution Door frame of one piece die cast aluminum with clear 3/16" thick tempered glass lens and one-piece silicone gasket Stainless steel or electro-zinc plated steel hardware Tamper resistant latch Segmented specular Alzak reflector,field rotatable in 90 degree increments 25'high,round,tapered,aluminum pole Architect to select finish from manufacturer's standard product line MANUFACTURERS: Kim AR Series, Cooper Invue VXM Series,Lithoma Aens AS2 Series,Gardco Gullwing Series LAMP: One MH250/U WATTS: 295 COMMENTS: Type M5A is smular to M5 except two luminaires per pole i 22t1?, - T � 06 I k2- 16' Arm crass-section Fixture drawing is an illustration of one acceptable manufacturer �`../�1 �../ Olive Way'Suite 1400 Seattle,WA 98101 ELA Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-36 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule 7/6/07 Fixture Type M6 DESCRIPTION: Fiber optic woven side emitting ribbon mesh expandable from 30 min to 100 min To be mounted in 3-1/2" concrete channel,as per architectural details Provide all components for fiber optic installation See drawings for single or double end configuration Metal halide illuminator,nominal 14"x 9 84"wide x 6 35"tall IP 45 rating for outdoor operating environment 28 min port Mount in vault below grade(36"x 36"x 36") Electronic ballast UL listed for wet locations MANUFACTURERS: Fiber optic Visual Lighting Technologies Ribbon Series,no substitutions Illuminator Visual Lighting Technologies Silver Series,no substitutions LAMP: 150 Watt Phillips Mastercolor,4200 K WATTS: 169 COMMENTS: W J ! m Q Q J a � Expandable from \ 30mm thru 10Dmm L� 720 Olive Way•Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-37 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule 7/6/07 Fixture Type M7 DESCRIPTION: Metal halide lamp post Fixture head nominal 24"diameter and 1i- 7/8" high,with 36" arm and triangulated support to pole Cast aluminum construction Hydroformed reflector for Type III light distribution Flat tempered glass lens for full-cutoff optics Tool-less access to internal components Quarter-turn access to lamp Quick- disconnect terminals between lamp and ballast tray Round 4"tapered aluminum pole, 15'high,with fixture mounted at 12' Provide bolt cover Finish as selected by Architect Electronic ballast MANUFACTURERS: Lumec Citea Series LAMP: One MHC70/II/M/3K/ALTO(Philips MasterColor) WATTS: 78 COMMENTS: CA�DE Olive Way*Suite 1400 Sea Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-38 Amiga Center at Kent Section 16501 B14124 Light Fixture Schedule 7/6/07 Fixture Type T1 DESCRIPTION: Surface mounted single circuit lighting track Extruded aluminum housing,with polarized solid copper buss in extruded polyvinyl insulator 20 amp capacity at 120 volts Electrical Contractor to confirm mounting requirements and order all necessary parts and accessories for complete installation Manufacturer's standard finish as selected by Architect MANUFACTURERS: Halo Power-Trac Series;Lightolier Lytespan Series,Staff 1C Series; Capri ST Series LAMP: NA WATTS: Circuit per code requirements COMMENTS: Manufacturer to match manufacturer of type A2 track. A U � N B j1 E C , F W _ Fixture drawing is an illustration of one acceptable manufacturer CANDELA Sea tle, Way*Suite 1400 Seattle,WA 98101 Phone 206/667-0511 Architectural Lighting Consultants Fax 206/667-0512 16501-39