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Home My WebLink AboutB09-0022 PlansVai*1, Colorado Va1*1 R(a.....coorts Development Company CONS RUCTION DRAWINGS 17 F BRUARY 2009 ME LICK ASSOCIATES I N C. A; e° »7 cm ¢ k j g Zod.. f�L��J gq� Y A; MATERIALS KEY GRAPHICS KEY SYSTEM NOTES: PROJECT DATA: DRAWING INDEX: IN SECTION UNLESS OTHERWISE NOTED , A4.1 ELEVATION SYMBOL CLIENT: STRUCTURAL: SHEET NO. DESCRIPTION SCALE III =III =i ( EARTH VAIL RESORTS DEVELOPMENT COMPANY MONROE & NEWELL ENGINEERS 1701 WYNKOOP STREET #200 AO.1 COVER SHEET PROJECT INFORMATION / INDEX OUTLINE NO SCALE NO SCALE POROUS FILL /GRAVEL A�.t BUILDING SECTION 137 BENCHMARK ROAD AVON, COLORADO DENVER CO 80202 (T) 303 - 623 -4927 CIVIL ° ©oo o CAST IN PLACE CONCRETE 7 45 -2355 FAX (970) 845 -2358 C -1 CIVIL COVER SHEET AS INDICATED ° C -` a PRE -CAST CONCRETE LIGHT WEIGHT CONCRETE BRICK FACE CONCRETE MASONRY UNIT A6.1 B2 -� A _4 I OB WALL SECTION SECTION DETAIL INTERIOR ELEVATION SYMBOL ARCHITECT: MELICK ASSOCIATES, INC. CHIP MELfiCK 355 SOUTH TELLER STREET, #370 LAKEWOOD, COLORADO 80226 (303) 534 -1930 FAX (303) 534 -1931 FIRE ALARM/ PROTECTION: DEBORAH L. SHANER- LUECK, P.E. FIRE PROTECTION ENGINEER SHANER LIFE SAFETY MOUNTAIN AREAS (970) 409 -9082 DENVER METRO (303) 594 -6618 C -2 C -3 C -4 C -5 C -6 C -7 C -$ ARCHITECTURAL PROPERTY LINE AND EASEMENT PLAN EXISTING CONDITIONS PLAN UTILITY PLAN GRADING AND DRAINAGE PLAN EROSION AND SEDIMENT CONTROL PLAN PAVEMENT SECTIONS PLAN CIVIL DETAILS AS INDICATED AS INDICATED AS INDICATED AS INDICATED AS INDICATED AS INDICATED AS INDICATED STRUCTURAL TILE ,�� GROUND FLOOR -�T EL. = 100.0° FLOOR ELEVATION SYMBOL CIVIL ENGINEER TIM LEININGER Al.l A2.1 A2.1.1 SITEPLAN FLOOR PLAN DIMENSION PLAN AS INDICATED 1/4" = 1 0 1/4" = 1' -0" STEEL ALUMINUM 1a' �" CEILING HEIGHT KEY WINDOW FRAME KEY ALPINE ENGINEERING, INC P.O. BOX 97 EDWARDS, CO 81632 (970) 926 -3373 (970) 926 -3390 FAX A2.2 A3.1 A4.1 A5.1 A6.1 ROOF PLAN REFLECTED CEILING PLAN ELEVATIONS BUILDING SECTIONS WALL SECTIONS 1/4" = 1' -0" 1/4" = 1' -0" 1/4'1 = 1' -0" 3/8" _ l' -0" 1 = 1 -0 0 BRASS /BRONZE FINISH WOOD WOAD SHIM ROUGH WOOD /BLOCKING Udt D7o1 C -� X201 �-� L201 WALL TYPE KEY DOOR NUMBER KEY WINDOW NUMBER KEY LOUVER LABEL KEY ELEC./ MECH./ PLUMB. ENG: ARCHITECTURAL ENGINEERING CONSULTANTS STAN HUMPHRIES 40801 U.S. HIGHWAY 6 & 24, SUITE 214 AVON, COLORADO 81620 A6.2 A8.1 A8.2 A9.1 A10.1 STRUCTURAL WALL SECTIONS D ETA] LOR ELEVATIONS DETAILS PLAN DETAILS SCHEDULES 1" = 1' -0" 114" = 1' -0" VARIES VARIES VARIES VARIES LYWOOD KEYNOTE (970) 748 -8520 FAX: 970 - 748 -8521 S2.0 S2.1 FOUNDATION PLAN FLOOR FRAMING PLAN 1/4" -0 1/4" = 1'-0" GLASS LARGE SCALE CD TOILET ACCESSORY KEY S2.2 S3.1 ROOF FRAMING PLAN GENERAL NOTES AND DETAILS 1/4" = 1' -0" AS INDICATED GLASS SMALL SCALE BAIT INSULATION Pr1 yJ Z PAINT FINISH KEY NORTH ARROW MECHANICAL M1.0 M2.0 MECHANICAL SCHEDULES, SPECS., LEGENDS HVAC PLAN NO SCALE 1/4" = l' -0" RIGID INSULATION SPRAY ON FIREPROOFING ACOUSTICAL CEILING TILE CARPET ROOM NAME 201 ROOM NAME / NUMBER KEY ALIGN FACE OF FINISH CENTER LINE M2.1 ELECTRICAL E 1.0 E2.0 E2.1 E3.0 PLUMBING HVAC PIPING PLAN ELECTRICAL SCHEDULES, SPECS., LEGENDS POWER, SYSTEMS, LIGHTING PLAN ROOF POWER AND SYSTEMS PLAN MAIN FLOOR LTNG. PLAN, LEGEND, SPECS & DTLS. NO SCALE 1/4" = 1' -0" VARIES VARIES C 1 �� W a ^ u .. H ►-� H CODE R LOCATION' LIONSHEAD CENTER AUXILIARY RESTROOM BUILDING 536 EAST LIONSHEAD CIRCLE P 1.0 PLUMBING SCHEDULES, SPECS., LEGENDS VARIES ...........: :.�•'�'. . :...... .. EXTERIOR GYPSUM SHEATHING GYPSUM BOARD METAL LATH AND PLASTER EXTERIOR INSULATED FINISH SYSTEM MEDIUM DENSITY FIBERBOARD EIFS ( ) VAIL, COLORADO 81657 APPLICABLE CODES: 2003 INTERNATIONAL BUILDING CODE TOWN OF VAIL AMENDMENTS TO THE 2003 IBC 2003 UNIFORM PLUMBING CODE/ T.O.V. AMENDMENTS 2003 INTERNATIONAL MECHANICAL CODE/ T.O.V. AMENDMENTS 2005 NATIONAL ELECTRICAL CODE/ T.O.V. AMENDMENTS 2003 INTERNATIONAL FIRE CODE/ T.O.V. AMENDMENTS 2003 INTERNATIONAL ENERGY CONSERVATION CODE P 2.0 P 2.1 �" FIRE AZARNi` FAl .1 FP1.1 WATER VENTS AND PIPING PLAN DOMESTIC WATER AND GAS FIRE ALARM PLAN FIRE PROTECTION PLAN VARIES VARIES VARIES VARIES VICINITY MAP' o w _ z o a o o W Z w o Y 0 o o a w fl Z e V M _ Z 4 WEST PARKING STRUCTURE IN VANTAGE OINT NORTH DAY LOT Q PROPOSED, fr r� SAND, GROUT SHEET METAL, STEEL ANGLES, ETC. STONE'` ROBBER/ FLEXIBLE MATERIAL a LANDMARK �[ u 1 CON T HALL PL AZ 0 Od LANDMARK LII-THOUSE ' p • -F4Y. �_. LIONS RIDE VAIL 21 LODGE �-"-'` VAIL 21 " � ----. ,�„ LIONSHEAD PARKING STRUCTURE EAST LIONSHEAD CIRLE c� �eF4 -10�P _- e� THE LODGE AT LIONSHEAD THE LODGE = h Q M W K u z CONSTRUCTION TYPE: TYPE V -B/ SPRINKLERED OCCUPANCY TYPE: B / S -2 FIRE SEPARATIONS: NON SEPARATED MIXED USE PER IBC 302.3.1 USING OCCUPANCY B FOR HEIGHT AND AREA LIMITATIONS SINCE IT IS THE MOST RESTRICTIVE OCCUPANCY AREAS: ALLOWABLE: 9,000 S.F. ACTUAL: 2,195 S.F. 5 E KOLI SUNBIRD LODGE LAZIER a c:::= ARCADE Ilq ° `'� LION LIONS REETopS TREETOPS � • ' HEIGHTS: ALLOWABLE: 1 STORY ACTUAL: 1 STORY CONSTRUCTION DWGS 2 -17 -09 FINISH CLARIFICATIONS 8 -13 -07 OCCUPANT LOAD: RESTROOMS B OCCUPANCY: 1,014 / 100 GROSS = 1 1 OCCUPANTS S -2 OCCUPANCY: 1,170 S.F. / 300 GROSS = 4 OCCUPANTS PERMIT 05 -01 -07 ISSUED FOR: DATE: o SQ GONDOLA TERMINAL I LIONSHEAD CENTER j�.,� zea �i.Ri�n�'3'% t � ca ROOF ]Ovid PARKING +o ' LIONSHEAD SKI SCHOOL` PROPOSED RESTROOM BUILDING / - Is j 'y,,`A THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL ABBREVI A T I J \ 1 ONS CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAV E PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE ABV AFF ACT ALT ARCH AD @ AUTO AVG BD BSMT BM B.O. BLDG CPT CIP CK CLG CEM CL CT ABOVE CIR ABOVE FINISHED FLOOR CLR ACOUSTICAL CEILING TILE COL ALTERNATE COMB ARCHITECTURAL) CONC AREA DRAIN CMU AT CJ AUTOMATIC DEMO AVERAGE DIM BOARD DW BASEMENT DR BENCHMARK DN BY OWNER DWG BUILDING DF CARPET(ED) EA CAST -IN -PLACE E CAULK(ING) ELEC CEILING EL CEMENT(ITIOUS) ELEV CENTER LINE EQ CERAMIC TILE CIRCLE CLEARANCE) COLUMN COMBUSTIBLE CONCRETE CONCRETE MASONRY UNIT CONTROL JOINT DEMOLISH, DEMOLITION DIMENSION DISHWASHER DOOR DOWN DRAWING DRINKING FOUNTAIN EACH EAST ELECTRIC(AL) ELEVATION ELEVATOR EQUAL EXIST, (E) EXT FB FOC FOF FOM FOS FIN FFE FFL FE FEC FPL FP FLR FD FLUOR FS FTG FND EXISTING FUR FURRED(ING) INS, INSUL INSULATE(D)(ING) EXTERIOR GA GAGE GAUGE INT INTERIOR FACE BRICK GALV GALVANIZED JAN JANITOR FACE OF CONCRETE /CURB GC GENERAL CONTRACT(OR) JC JANITOR CLOSET FACE OF FINISH GL GLASS, GLAZING JT JOINT FACE OF MASONRY GT GROUT KPL KICKPLATE FACE OF STUD GYP BD GYPSUM BOARD KIT KITCHEN FINISH(ED) GWB GYPSUM WALL BOARD KO KNOCKOUT FINISHED FLOOR ELEVATION HDW HARDWARE LAM LAMINATE(D) FINISHED FLOOR LINE HDR HEADER LAV LAVATORY FIRE EXTINGUISHER HTG HEATING LH LEFT HAND FIRE EXTINGUISHER CABINET HVAC HEATING, VENTILATION, AIR CONDITIONING L LENGTH FIREPLACE HT HEIGHT LT LIGHT FIREPROOF HDF HIGH DENSITY FIBERBOARD LTG LIGHTING FLOOR HC HOLLOW CORE LTL LINTEL FLOOR DRAIN HM HOLLOW METAL LVR LOUVER FLUORESCENT HORIZ HORIZONTAL MFR MANUFACTURE(D) FOOD SERVICE HB HOSE BIBB MAS MASONRY FOOTING HWH HOT WATER HEATER MO MASONRY OPENING FOUNDATION ID INSIDE DIAMETER MATT MATERIAL MAX MAXIMUM PVC POLYVINYL CHLORIDE RO ROUGH OPENING MECH MECHANIC(D (AL) PTC POST - TENSIONED CONCRETE RB RUBBER BASE MDF MEDIUM DENSITY FIBERBOARD PSF POUNDS PER SQUARE FEET SCHED SCHEDULE MTL METAL PSI POUNDS PER SQUARE INCH SHT SHEET MIN MINIMUM PC PRECAST CONCRETE SV SHEET VINYL MISC MISCELLANEOUS PFN PREFINISHED SIM SIMILAR MLD MOLDING, MOULDING PL PROPERTY LINE SC SOLID CORE (N) NEW QT QUARRY TILE S SOUTH N NORTH RAD RADIUS SPKR SPEAKER NIC NOT IN CONTRACT RE: REFER TO, REFERENCE SF SQUARE FOOT NTS NOT TO SCALE RCP REFLECTED CEILING PLAN STD STANDARD OC ON CENTER(S) REF REFRIGERATOR STL STEEL OPG OPENING REQ'D REQUIRED STOR STORAGE OPP OPPOSITE RA RETURN AIR STRUC STRUCTURAL OD OUTSIDE DIAMETER RAG RETURN AIR GRILL SYS SYSTEM PT PAINT REV REVISION(S), REVISED TEL TELEPHONE PTD PAINT(ED) RH RIGHT HAND TV TELEVISION PLAM PLASTIC LAMINATE R RISER T &G TONGUE AND GROOVE PLBG PLUMBING RD ROOF DRAIN TOC TOP OF CONCRETE /CURB PLWD PLYWOOD RM ROOM TOM TOP OF MASONRY TBD TO BE DETERMINED TOS TOW TEX T TYP UNO VIF VERT VB VCT VF VWC WC WP W WIN W/ W/O WD WB TOP OF STEEL TOP OF WALL TEXTURE TREAD TYPICAL UNLESS NOTED OTHERWISE VERIFY IN FIELD VERTICAL VINYL BASE VINYL COMPOSITION TILE VINYL FABRIC VINYL WALL COVERING WATER CLOSET WATERPROOFING) WEST WINDOW WITH WITHOUT WOOD WOOD BASE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS, 2 O oa9MEUCxASSOC�ATes,tNC. PROJECT INFORMATION Ao,, i GENERAL NOTES 1. Any shallow utility conduit not supplied by the respective utility company aho]| be Schedule 40 unless noted otherwise. 2. Final children's ski yard grading ohoU be coordinated with Vail Resorts Mountain Operations, Brian McCartney 478-4OO1. 3. Any e|ob top vaults installed under future anuwrnelt areas eho|| have o rnin|rnunn of 1' from top of vault to rim elevation to accommodate the ano*rne|t system. ` 4. All 90^ vertical bends in shallow utility conduits shall have o 3^ rninirnunn radius and all SO^ horizontal bends mho|{ have on 5' rnininourn radius, unless specified otherwise. 5. Refer to the soils report prepared for this project for compaction requirements and recommendations. All tnanohoa ahoU be book filled and compacted, as o rnin[rnurn' to 95% Standard Proctor or QOy3Modified Proctor with moisture content within 2% of optimum. BockfiU nooteho| ahoU be free of top soil, organic nootorio|' frozen material and all non-structural rnoterio|' If trench bookfi|} and compaction requirements for different entities or ogeno{na conflict, the more restrictive requirements aho|| be used. G. When multiple conduits are placed in the some trench, Contractor to provide rnininnunn 12" separation between CATV/To|ephonm/«oa lines or conduits and Electric conduits. 7. Select fill denotes native rnotmrio| with no rocks larger than 2" in diameter and approved by the Engineec if no select fi[| exists on site, Contractor to use 3/4" rood base. 8. Provide 2' of select book fi|| above conduits and lay warning tape as required by the Utility Companies and the Town of Vail. S. Compaction and rnoterio|n tooting will be required. Payment for testing aho|| be by the Owner. 10. It is the Contractor's responsibility to coordinate construction with all shallow utility companies and to have all work done by the Contractor approved and accepted by each respective shallow utility ounopony. 11. The Contractor aho{| install all conduits, vaults, podm, pull boxes and pull strings. The utility lines are to be installed by the respective utility companies. 12. The Contractor aho|l install conduits for the electric, phone and oob|a TV lines as shown on the okxna, The Contractor oho|{ provide trenching and bookfi\| for all proposed gas lines. Installation of the goo lines in the trench ahoU be coordinated with Xoe| Enorgy. 13. All work aho|| comply to the individual Shallow Utility Companies rules and regulations. 14. The Contractor aho|| repair and/or replace any existing undardroina' culverts or existing utilities disturbed by construction, and that are intended to remain, to the satisfaction of the Engineer and the respective utility company of the damaged uti||ty. 15- The Contractor shall install pull strings in all conduits. 18. The Contractor is warned that conflicts with existing utilities may exist, including shallow utilities, culverts, sub-drains, roof drains, irrigation |inoe' water and sewer |ln*e, street light electric service lines, etc. Prior to beginning any construction, the Contractor aho|| contact all appropriate utility companies for line |ouot{ono' He aho|| then |000to all utilities (including depth). Any conflicts with the proposed construction aho|) be brought to the attention of the Engineer so that minor line or grade changes can be made to e|irn|noto any conflicts with these existing utilities. All existing utilities aho|| be protected from damage by the Contractor at no expense to the Owner. 17. Contractor shall obtain at his expense all permits and inspections which are necessary to perform the proposed work. 18. All construction shall conform to municipal or district standards and specifications and be subject to construction observation by their representatives. Copies of municipal and district standards must be obtained by the Contractor. 19. Contractor shall not aoo|e drawings for construction purposes. Any nnluemg dimensions or discrepancies in plans, field staking, or ohvaoo| features oho|| be brought to the attention of the Engineer. If Contractor proceeds with the work without notifying the Engineer, he does so at his own risk, 20. Observations of the work in progress and on site visits are not to he construed as o guarantee or warranty by the Engineer of the Contractor's contractual responsibilities. 21. The Owner will provide certain construction staking. The Contractor is advised that this may not be all of the atok*a he will need. Additional staking will be at the Contractor's expense. 22. Safety is the responsibility of the Contractor. The Engineer is not responsible for safety in, on, or about the project site, nor for compliance by the appropriate party with any regulations relating hereto. 23. The Contractor aho\| provide all lights, signs, barricades, flagmen, or other devices necessary to provide for public safety in 000nrdonoo with the current Wonuo| on Uniform Traffic Control Devices or as required by the Town of Vail. 24. The General Contractor is to protect all tnrwa that one to be preserved during construction operations. 25. Contractor aho|| restore and/or replace all disturbed landscaping and sod to o condition equal to or better than the pre-construction state and to the satisfaction of the owner. 28. The Contractor is responsible to install and maintain sediment control rneoaun»a to insure that sediment-laden vvotor does not leave the site. Certain sediment control details have been shown on the detail sheet. These details may not be all the measures necessary to provide adequate sediment and erosion control. If sediment control measures become necessary, Contractor ehoU provide ongoing inspection and maintenance of all sediment control features. 27. Stabilize all points of ingress and egress with crushed stone to prevent tracking of mud onto public vvoya. The Contractor oho|{ nnin|rn|zo all off-site soil tracking. 28. Contractor is to provide trenching and bookfU| for the proposed gas lines. Xcol energy will provide the rnoter|o|e and installation. During oonstruotion, contractor shall coordinate with Xoe\ to provide timely installations of the gas Unm/y\. 29. All utilities installed as port of these plans ahoU be installed to appropriate depths to meet the rn|nirnunn and/or maximum cover requirements of the respective utility companies. 30. All inlet frames and grates shall be set to match the adjacent finished grades. CONSTRUCTION SPECIFICATIONS /\� ��l'[l\ \'/ /`�-�* �// 1. TRENCH AND CONDUIT 1. Holy Cross Energy provides all conduits, vaults and pads. The contractor provides the excavation, installation and bookfU. Trench will be excavated deep enough to ensure that the too of installed power facilities will be 48" below finished grade. Special oona must be token to ensure that the top of conduits will be 48^ below the bottom of drainage ditches and all other low areas. Where initial excavation is |oos than 48" in depth due to planned subsequent fill, service will not be provided until final grade is reached. 2. Trench will be as straight as possible between vaults and nhoU have o smooth bottom free of rocks. A Minimum nf 4" of aoi| wU| be placed over any rocks }eft in the trench to cover rocks or smooth out low places, will be compacted prior to conduit installation and the trench bottom regraded. 1. TRENCH AND CONDUIT (CONTINUED1 3. Power facilities to be placed parallel to deeper utilities aho|| have o horizontal separation from the deeper utility greater than the vertical separation between the two utilities. When crossing o deeper utility is unovo|dob}e, the crossing will be made as close to perpendicular as possible. 4. If cable television or telephone facilities are placed in the power trench, o nnininnurn of 8" horizontal separation must be maintained between the power facilities and the other utilities. In no uoue will facilities of another utility installed in the trench be placed at o greater depth than the power facilities. 5. Book fill and compaction aho|| be performed as required by the governmental entity or other agency having jurisdiction. S. Conduit joints ohoU be knocked completely home during gluing. A pull string will be placed through each conduit and tied off in the vault at each and. No unnecessary bends will be allowed in conduit runs. Any bend allowed will not be o1000r than 5 feet to a vault. Changes in construction from that shown on the project plans will not be rnoda without prior written approval from Holy Cross Energy. A wire brush will be pulled through each conduit, after installation is complete, to remove rocks and other foreign items. 7. Conduit obo|| be covered with at }moyt 4" of rook-free soil or sand prior to book fill. Large rocks shall not be pushed in directly on top of this 4" cover. Coro must be token to ovoid damage to conduits or oob|ea during bock fill and compaction. O. Holy Cross Energy must inspect all conduit installation before the conduit is covered and again after covering, but prior to book h|i. 9. Conduits ending outside o vault ohoU be capped and marked with o 4" x 4" post. Individual conduits shall enter each vault at o consistent location. 10. Red trench marking tape will be supplied by Holy Cross Energy and nho|| be installed 18" above the conduit or cable during bock fill. 11. VAULTS 1. Vaults ahoU be installed on follows: A. Splice vaults ahoU be installed with the manhole at or slightly below final grade. B. Transformer vaults and switch vaults will be installed with the bottom of the pod at final grade. C. Whore vaults are set into hillsides or sloped cuts, the downhill side of the vault will be graded according to A. or B. above. The slope behind the vault will be laid book sufficiently to prohibit soil or rocks from sloughing into the pad-mounted equipment or onto the noonhn|o. If the slope cannot be laid book for enough, o retaining wo|| oho|| be constructed behind the vault. D. All vaults will be installed so that the top pad is poro||e| to the finish rood grade. E. Pads or lids will be placed at the time of vault installation unless otherwise requested by Holy Cross Energy. F. All vault pieces shall be jointed with o tor type sealant (when provided by Holy Cross Energy) with the exception of the vault pod or vault lid. 2. Holes knocked in vaults for conduit installation oho|| be as nnno|l on possible and nho|| be grouted closed on the outside of the vault prior to book fill. 3. Conduit shall enter vaults perpendicular to the vault wall, about 2" above the floor of the vault, and about 2" from any adjacent *o||a and oho|| have o rn|nirnurn separation of 1 inch between conduits. 4. Conduit will be out off 2" to 4" from the inside wall of the mm|t DW = I IIIIIIIIIIIIIIIIIIIIIIIIII i = r4 - -r- ��4NWM 41C LIVAA . " ( ;,- - - �,-- 0 0�� ,�� -, K�, lc��I--- , EEA.0-r E-=,AC> =0 "-1 � ,9 5-0 11 11 r 1� ------ -1 � - i_le ID 6 V ;�:(;� Q/"� t_� CD OrPTUM 1-70 eXU-r 170 WE��,� I Is FA FtC>A6JC> [i Pedestals for other utilities ahoU not be located c|cmor than 10 feet to o vault on aides where transformers or o*itchgaor will have 000ena doors. Padoato!e ahoU not be located closer than 3 feet to o vault on aides where the pad-mounted equipment will not have ouoeoo doors. G. Holy Cross Energy provided ground rods aho|| be fully driven with no more than six inches of rod exposed above the earth within the cavity provided in the center of the vault base. Holy Cross Energy must approve any other |notol|ot7nn where soil conditions will not permit the ground rod to be full driven. PHONE SPECIFICATIONS /|�� /l°F\\ \// /��-�v ��/ 1. CONDUIT: A. All conduits are to be equipped with rn[n|rnurn Y4" polypropylene pull Uno, B. All conduit bends one to be steel sweeps or no |oan than PVS 3ohedu|o-80 fully encased. Long radius sweeps one to be used in main trench sections. Standard radius sweeps may be used at closure locations. C. All conduit runs are designed on the basis that each separate run will have no more than two /2\ QU^ bends without the insertion of on appropriately sized pull box. D. All conduits will be PVC Schedulo-40 or better unless aoeuUled otherwise. If steel or iron pipe is used between the building and the property line, the pipe must be kept free from contact with any reinforcing steel or other conductors within the building foundation wo||' E. Conduit(s) will be furnished and installed by contractor for the exclusive use of Owest Communications. F. Conduit/s\ placed in the aorne trench with power supply conductors/conduits must be separated by o nnin)nnunn of 12" of compacted soil or 3" of slurry encasement and have nninirnuno depth of cover of not \eaa than 24" on private property and 36" of cover at the property line. G. Lobo, water/gas pipe' flex conduit or plumbing fittings are not acceptable for use. H. Conduit(s) terminating at n utility pole must be attached to the pole and extend to o rninirnunn height of 12" AFG. 2. SPLICE VAULTZMAINTENANCE HOLES: A. All splice vaults and maintaining holes are to be equipped with ladders and cable rocking materials, as may be appropriate for specified size and intended usage. SEWER NOTES /i� ��l*[l\ \// /`�_�*��/ 1. All sanitary sewer construction nhoU conform to Eagle River Water and Sanitation District's standards and specifications. 2. All rnotoriola and workmanship shall be subject to inspection by the districts on their representatives. The district reserves the right to accept or reject any such rnotoriaio and workmanship that do not conform to district standards or specifications. 3. The district and its engineer one to be notified by the Contractor at least 48 hours prior to any utility construction. 4. Compaction of all trenches must be attained and compaction tests results submitted to Alpine Engineering. 5. The Contractor oho|/ at all times keep o separate full set of contract drawings marked up to fully indicate as-built conditions. Contractor is to provide at least two ties from physical monuments to all fittings, bends, clean-outs and manholes. R. The contractor shall verifv *xiatlno oioe or manhole inverts at tie-in oointa nrlor to construction stukino. 7. Manhole /if required) rkno oho|| be set at on elevation relative to the pavement in accordance with District and Town of Vail requirements. Precast adjusting rings ahoU be used to adjust rim elevations to Mno| grade. The rnoxhnunn acceptable vertical height adjustment is 12 inches. Manhole steps ohoU conform to OSHA step standards. {l The Contractor ahoU take care to properly shape all manhole inverts and benches to promote smooth flow through the manhole. Inverts of ||nmo intersecting at SQ degrees and at h|gb|v divergent or flat slopes one especially critical, Manhole inverts shall be constructed with o smooth trowel finish and benches aho|| be finished with o light broom non-skid finish. All concrete for manhole construction shall be made with Tvoo U cement with o nninirnunn 28-day compressive strength of 3DOO pai. 0^ All pipe aho|| be constructed with pipe bedding as shown in the sanitary ao*ar plans and details. If trench conditions vary or if rook or water is encountered, Alpine Engineering is to be notified prior to proceeding with construction. WATER NOTES /|� \// ��/l'D\ /��-�v �/ / FRED HA8LEE /970A 1' Water construction oho|| conform to Eagle River Water 8u Sanitation District's standards and specifications. 2. All rnoterkda and workmanship shall be subject to inspection by the district on representatives. The district reserves the right to accept or reject any rnoteho|a and workmanship that do not conform to district standards or specifications. 3. ERWSD and Alpine Engineering is to be notified by the Contractor at least 48 hours prior to any water line construction. 4. Compaction of all trenches must be attained and compaction teat results submitted to Alpine Engineering prior to acceptance. All pipe oho)} be constructed with pipe bedding as shown in the water plans and details. If trench conditions vary or if rook or water is encountered, Alpine Engineering in to be notified prior to proceeding with construction. 5. The Contractor aho|| at all tirnaa keep o separate full set of contract drawings marked up to fully indicate as-built conditions. Contractor is to provide at least two ties from physical monuments to all fittings, valves and nnonho|ea' 8' Water rnoino /if required) eho|i be constructed with ductile iron pipe, AYYVYA C151' with restrained (Meaa-Lua or AWWA C111' o|oae 52, pressure rating 350 psi. All water rnoina` fire hydrant lines and water service lines ahoU have o rninirnurn cover of 7` un|ooa noted otherwise. 7. All water nnoino shall be hydrostatically tested in 0000rdono* with AMD standards. Chlorine testing oho|i be done in accordance with /\WD standards. 8. Provide thrust blocks on all waterline bends per ERYYSD specifications. 9. Angles of water line bends are shown only as o guideline; all bends have not been identified or dimensioned, and additional bends may be required during construction. 10. Alpine Engineering, Inc., ooaunnom no responsibility for utility locations. It is the contractors responsibility to ho|d verify the location of all utilities prior to oornrnenoornent to any construction. 01 9 own *""" = �* -..-.. MEMO, "M 61�� -�� I ,\ � Z/"�� X�)_, \\\ n � \\ V�, , -, cc;;:��, - ��- - �" - - D__J,4_� c::SZZ::� - I IIIIIIIIIIIIIIIIII 11, |OsfaU 1(} gauge insulated copper tracer wire along the water mains, and cad-weld, per CU[[eDt ERVVSD requirements. 12, Verify OU existing pipe invert elevations prior to construction. 13' Provide as-built drawings with /2\ ties to water line valves, h0riZ0DtO| and vertical bends, service tap locations and curbs stops. 14. Any service top fees that may be required as part of these proposed utility installations are to be paid prior to making the oonnoot|VO to the nloiD. 15. No fire hydrant extensions are a||0YV8d by ERWSD OD new iDStOl|OtiQOS. 16. The center line of fire hydrant /if required) discharge must be o min. of 36" above finished grade. Coordinate all f|[9 hydrant |OCOt|OO8 in the field with Mike McGee /TOV FD) prior to installation of any hydrant. A dielectric fitting 3hOU be installed between dissimilar metals. 1. Obtain o Public VNzy permit from the Town of Vail Deportment of 58 Obtain all required building permits through the Town of YoU Department of Community Development, 75 S. Frontage Road, YoU, CO, 81657, 2. All contractors ohoU be licensed to perform work within the Town of Vo|i Obtain and pay for contractor's license at the Town of Vo|| Department of Community Development, 75 S. Frontage Rood, Vail, CO 81657. 3. The contractor ahoU obtain all necessary mtondordo, apeoifiootionu, permits, bonds, etc. from all applicable agencies prior to commencement of construction. 4. The public and the Town of Yu|| will have the right occupy the public Right of Way and adjacent facilities during the entire period of construction. Perform site work operations to minimize conflicts and to facilitate use of the premises and conduct of nonno| operations. 5. All motoho|s, workmanship, and construction of public improvements oho|| meet or exceed the standards and specifications set forth in the Town of Vail Code, Development Standards Handbook, Construction Details and opp|ioobin state and federal regulations. M0oro there is conflict between these plans and the specifications, or applicable standards, the most restrictive standard ohoU opp|y. All work nhoU be inspected and approved by the Town of Vail. G. All references to any published standards ohoU refer to the latest revision of said atondord, unless specifically stated otherwise. 7' The engineer who has prepared these plans, by execution and/or aeo| hereof, does hereby of5nn responsibility to the Town of Vail, as beneficiary of said engineer's wurh, for any errors and omissions contained in these plans, and approval of these p|000 by the Town of Vail Engineer ahoU not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by lo*, the engineer hereby ogpooa to hold honnleoo and indemnify the Town of Vail, and its officers and employees, from and against all liabilities and damages which may arise from any negligent ennna and omissions contained in these plans. 8. All sanitary sewer, storm nn*ec and water line construction, as well as power and other "d utility installations, ohoU conform to the local utility entities standards and specifications current at the dote of opprovol of the plans by the Town of Vail. S. The type, size. location and number of all known underground utilities are approximate when shown on the drawings. It oho|| be the responsibility of the contractor to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The contractor ahoU be responsible for unknown underground utilities. 10. These drawings represent only the approximate location of utilities and are included only for the convenience of the contractor. Contractor uhoU be responsible for locating all utilities, pipes and structures. Contact utility notification center of Colorado (800)-922-1987 to locate underground facilities. Contact Town of Vail for additional locates /070\ 470-2158. Contact Eagle River Water and Sanitation District for additional locates ( 74D0 ext. 114. Utility locates to be formod at |000t 72 hours prior to any construction octivity. Contractor ohoU ensure that work preformed in the proximity to ti|itiea uho1| be according to the requirements of the requirements of theme agencies. The contractor ahoU notify the o*no/u representative of any existing utilities which may interfere with the proposed work prior to construction. The contractor ohoU repair all existing utilities to nsmo(n which are donnogod during construction at no additional cost to the owner. 11. The contractor ahoU coordinate and cooperate with the Town of Vo||' and all utility oonapon(oo involved, assuring that the work is accomplished in o timely fashion and with o minimum disruption of service. The contractor ohoU be responsible for contacting, in odvonoe, all parties affected by any disruption of any utility service as well as the utility companies. 12. A State Construction Denotehng Wastewater Discharge Permit is required if dewotering is required in order to facilitate construction or if any water is discharged into o storm sewer, uhonno|' irrigation ditch or any waters of the United States. 13. The contractor oho|( submit for approval and comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, at (303) 692-55900' the Storm Water Management Plan, and the Erosion Control Plan. 14. The Contractor aboU provide and maintain approved erosion and sediment control "best rnonogomonnt proot7ueo~ (8MP) for the project duration. Contractor aho|| inspect BMP'o weekly and after every precipitation event. Contractor shall document inspection and make reports available upon request. Accumulated sediment and debris nhoU be removed from o bmp when the sediment level nyouhea one half the bmp heights or, at any time that the bmp functionality is adversely impacted. All necessary ,noiutononoo and repair ahoU be completed within 48 hours of identification, un|ooa otherwise agreed upon. 15. The Town of Vail ahoU not be responsible for the maintenance of storm drainage facilities located on private pruparty. Maintenance of on site drainage facilities ahoU be the responsibility of the private owners. 10. The Town of Vail ohoU not be responsible for any damage or injuries sustained as o result of the construction of this project as o result of groundwater oeepoge, whether resulting from groundwater 0noding, structural damage or other damage. 17. The Contractor uhoU be naopnno|b|e for insuring that no mud or debris ohoU be hooked onto the existing public street system. Mud and debda must be removed within 24 hours by an appropriate mechanical method (i.e machine broom sweep, light duty front-end loader, etc.) or on approved by the Town of Vail construction inspector. 18. The Contractor ahoU notify the Town of YoO Construction Inspector (978-479-2198) 72 hours prior to the start of any construction. If work is suspended for any period of time after initial start-up, the contractor shall notify the Town of Vail of reason for suspension and estimated time of suspension. Contractor shall notify the Town of Vail 72 hours pr/or to restart of construction. 10. The Contractor ohoU notify the Town of Vail Environmental Health Inspector (970-479-2333) at |ooat 2 working days prior to the start of any earth disturbing octivity, or construction on any and all public improvements. 20. The Owner nhoU be responsible for obtaining and submitting to the Town of Vo|| Construction Inspector nooteho| tests in accordance with the applicable standards and specifications for all work within the Public Right- of-Way. If the final soils/pavement design report doeo not oonnopond with the results of the original gaotoohn7ool report, the Owner ahoU be responsible for o re-design of the subject pavement section. All 5nol soils/pavement design reports ohoU be prepared by o licensed Professional Engineer. The final report shall be submitted to the Town of Vail Construction Inspector prior to placement of boaa and asphalt. 21. Prior to placement of H.B.P. or concrete within the public Right of Way o mechanical "proof rnU^ will be required. The entire oubgrode and/or bono motoho| oho\| be rolled with o heavily loaded vehicle having minimum single ox}o weight of at least 18.000 |bo. Any aubgrode/boue �eotion exhibiting oxoaaokm pumping or deformation as determined by the construction inspector shall be reworked, replaced or modified to funn o non-yielding aorf000, The Town of Vail Construction inspector ahoU be notified 24 hours prior to o "proof roll". 22. The Contractor shall furnish electronic and hard copy reproducible As-Built record drawings showing horizontal and vertical locations and elevations of constructed improvements including all utilities, and drainage oppurtonooa prior to acceptance of the project. 23. The Contractor ahnU video (TV) all installed public storm sewer pipe prior to final paving and/ or other 8no| surface treatments are oomp|otod. A copy of the video toping ahoU be provided to the Town of Vail for review and oppn»vo| and record keeping. SLJE[_T |KJF\[-7 CINLCOVERSHEET ----- EXISTING CONDITIONS PLAN-- UTILITY PLAN GRADING AND DRAINAGE PLAN SUBDRNN PLAN AND DETAILS EROSION CONTROLPLAN - --- DETAILS SHEETC 1 SHEETC 2 SHEETC � SHEETC 4 SHEETC 5 SHEET� O �HEETC 7 STANDARBS OUL Y fl-IC REVIEW DOES NaT 114PL Y RESP17NEIBILITY BY THE REVIEWING DEPARFMENT, TRE LOCAL ENTITY EN&TNEER, OR TRE L17CI-IL ENTITY F17R ACCURACY AND CORRECTNESS OF TRE DESIGN EAGLE RIVER WATER AND SANITATION DISTRICT XCEL ENERGY OWEST COMCAST CABLE XCEL ENERGY (G4S) K|TBOGERT (870) 262-4024 EAGLE RIVER WATER AND SANITATION D|3TR|CT---- FRED HA8LEE /970A 477-5449 HOLY CROSS ENERGY (ELECTRIC) JEFF VR0OW /9708 947-5425 VA|L RESORTS PHONE DAVE CDWELL (970) 754-8582 CIVIL ENGINEER, AEI GLENN PALMER, TIM -LE|N|NGER (970) 926-3373 GEDTECHN1CAL ENGINEER, KOECHLE|N TING ENGINEERS BILL KOECHLE|N (303) 889-1225 VA|L RESORTS DEVELOPMENT CO. /0WNER\------- KYLE GRIFFITH [303) 885-1074 TO#N OF VA|L TOM KASSWEL-TOVENGINEER--(97O) 479-2235 LEONARD 3ANDOVAL-TOV CONSTRUCTION )N3PECTOR----(S70) 479-2198 � 24. The Contractor oho|| be responsible for all aspects of safety -hxdudhng, but not limited to, excavation, trenching, ahoring, traffic control, and sacurity. Refer to OSHA Publication 2228 Excavating and Trenching. 25 The Contractor ahoU submit and have approved o Construction Traffic Control Plan, in accordance with the MUTCD (Wonuo| of Uniform Traffic Control Devices), to the Town of Vail Construction inspector, prior to any construction activities within, or affecting, the Right-of-Way. The contractor shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 26. The Contractor ahoU submit to the Town of Vail Construction Inspector and gain approval for o construction staging plan, schedule and phasing plan prior to the start of construction. 27. Construction sites and staging onaoo must be fenced and maintained in n secure condition at all times. Keep fencing and surrounding areas clear of trash and debris. Any construction debris or mud dropped into manholes, pYpno. .or tracked onto existing roadways ahoU be removed immediately by contractor. Contractor ahoU repair any excavations or pavement failures uouaod by construction within or in the vicinity of the Urnito of construction. The contractor nhoU be responsible for damage due to construction at no additional costs to owner. The contractor ahoU remove all uodinuent, mud, and construction debris that may accumulate in the flow |inoa' private property, and public rights of *oya of the town on o nnnu|t of this construction project. Ronnovo| nho|| be conducted within 48 hours. Return all construction staging sites to their original condition upon completion of the construction project. 28. Dimensions for layout and construction are not to be aoo|nd from any drawing. If pertinent dimensions are not shown, contact the Designer for c|oh5ootion' and annotate the dimension on the as-built record drawings. 29. The Contractor ohoU hovn, ono|to at all times, one (1) signed copy of the approved plans, one ) copy of the appropriate standards and apeniMooMono` and o copy of any permits and extension agreements needed for the job. 30. {t during the construction process, conditions are encountered which could indicate o situation that is not identified in the plans or specifications, the contractor oho|| contact the Owner, the Design Engineer and the Town of Vail Construction Inspector immediately. 31. The Designer mho|| provide, in this location on the plan, the location and description of the nearest survey benchmarks for the project as well as the boa|n of bearings. The information oho|i be as follows: Benchmarks - Town of Vail Survey Control PROJECT BENCHMARK: HARN CONTROL P0NT"SPRADDLE". ELEVATION = 828782' /NAVD 88\ PROJECT DATUM SCALE FACTOR: 1.00041186 BASIS OF BEARING: COLORADO CENTRAL ZONE (HARN) NAD 1883/92 AND TOWN OF VA|L MAPPING PROJECT OCTOBER 1896` STATIONS SPRADDLE N 1660652.871 E 2753950.797 AND WOODMAN N 1052148.916 E 2727065.360, SPRADDLE TO 00OD�AN BEARS S7220'53" W. 32. Locate, protect, and maintain bench marks, monuments, control points and project engineering reference points. Reestablish disturbed or destroyed items at Contractor's expense. 33. The Contractor ahoU be responsible for replacement of any existing nootaho|e that are donnogmd during construction within the limits of construction or in the Vioinityofthe limits of construction, at no additional ouot to the Ownecyth r 34` When on existing asphalt street must be cut the otnaot must be restored to o condition equal to or better than its original condition. Patching ohuU be done in accordance with the Town of Vail Street Repair Standards. The aooma of the asphalt patches ahoU be infrared unless otherwise instructed by the Town of Vail Engineer. 35. Upon completion of construction, the site nhoU be n|aonod and restored to o condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 36. Standard Handicap ramps are to be constructed at all curb returns as identified on these plans. The construction of these handicap ramps ohoU be in 0000rdonoo to AD& current standards. 37. After acceptance by the Town of Vail, public improvements depicted in these plans nhoU be guaranteed to be free from material and workmanship defects for o minimum period of two years from the dote of acceptance. 38. The Contractor nho|| be solely d completely responsible for the conditions at and adjacent to the job site, including safety of persons and property during performance of the work. The contractor ahoU provide lights, signs, bonicodon^ flagmen, or other devices na00000ry tu pro�do for public nofot% pedestrian and vehicular 000eoa as needed. This requirement ahoU apply continuously and not be limited to nonno| working hours. 38. The Contractor ohoU not willfully proceed with construction as designed when it is obvious that previously unknown obstructions and/or grade differences exist that may not have been known during design. Such conditions ahoU be immediately brought to the attention of the owner's representative for decision. The contractor mhoU ooauono full responsibility for all necessary revisions and repairs due to fo||uno to give such notification at no additional cost to the Owner. 40, At the end of each working day, the Contractor aho|| be responsible for connecting the existing storm drainage pipes to the newly installed storm drainage system. All drainage systems within the construction limits shall be maintained by the Contractor for the entire duration of the construction project. The contractor ohoU be responsible to maintain all drainage within the construction site and offsite drainage which is directly affected by construction. 41. The Contractor aho|| be responsible for maintaining the operation of the existing Town street lights within the project limits. The contractor may provide temporary street lighting approved by Town of Vail, when existing street lights are removed. 42. The Contractor ohoK be responsible for maintaining the operation of existing Town irrigation lines within the project limits unless otherwise approved by the Town of Vail. 43. The Contractor ohoU maintain ocueao to fins department hydrants and connections ohoU be maintained throughout construction unless otherwise approved by the Town of Vo|| Fins Department. ^ : = ~ � _ : . - ° I � � " ° . � : ~ 8 ~ � . - _ ~ a � � � " IN ~ w�N�N�� ~ ° ~.. ~,.: ` . ~ " - - - : " ,.. � - ~ . I ^~~� - . ° .^~~ 2 .~~ ~ . . ~-^^ � � i PERMIT 05-01-07 �ISSUED FOR: DATE: 1 CIVIL COVER SHEET C-1 � � � 66 � _ K EF 117 � 8140' 89' TL 8-1,k 72 IRRIGATION ACCItSS MANHOLE EG st OUTLINE OF BUILDING EG a! F-G SECOND LEVEL APPROXIMATE FIRE DEPT. EXISTING GONDOLA AND CONNECTIONS IN FEET TICKET TRAILER FDCS 1 inch 10 ft. F r - - - - - - — - - - - - - - - - - - - — -1 m SHE NHOLE MH 042 As IL LOT 5 1 7 BLOCK 1 CATV SERVICE TO LIONSHEAD CENTER (FIELD WOOD DECK LOCATED BETWEEN THESE TWO POINTS) | Vt-\|L_ / L-{U|ND[l[_/-\LJ L/[-|N ( [-F\ | 8,18 | | CONDOMINIUMS ' | � ` ��-7[l �� /\ ��[_ �Z[�[) (BOOK �J / �� PAGE �� / | | �__________________________________________________� ~ r ^ ° ~ ^ - PERMIT 05-01-07 ISSUED FOR: DATE: 2 ~ 11 ° EXISTING COND11IONS PLAN / I CATION I — CONNECT TO EXISTING 6"WATER 21 SERVICE LINE AND EXISTING 6" FDC ONTROL VALVE LINE. INSTALL 90' HORZ. RJ BENDS FOR EACH LINE. ROTATE BENDS DOWN 3* TO DIRECT NEW LINES I BELOW EXISTING 24" RCP. EXISTING PROVIDE 3" MIN. INSULATION PROPOSED 8"x6" JOINT INSTALL 6'x6 x4" TEE IF WATER 0 AND 18" Mill. VERTICAL DEFLECTIONS RE NOT SED j DIP GONDOLA RJ DIP REDUCER UTILITY T, EXCEED MANUFACTURER'S SERVICE OPTION 2 IS USED. SERVICE LINE! AND 6" RJ DIP' T IRRIGATION ACCrSS I IN WATER EASEMEN SEPARATION BETWEEN RECOMMENDATIONS STA. 0+85± GONTOLA FDC LINE, JOINT TRENCH uj EG ..Mwow CULVERT A D WATER LINE. SERVICE LINE MANHOLE EG DATUM EJEV 8100.00 APPROXIMATE 11� O� CONTRACTOR TO VERIFY GONDOLA FIRE ALARM SYSTEM AND RJ RESTRAINED JOINT u FIRE DEPT. EXISTING GONDOLA AND N CONNECTIONS C14 N REDUCED PRESSURE BACK-FLOW PREVENTER CRITERIA PRIOR N TICKET TRAILER FDC Fo TO WATER SHUT DOWN FOR LINE RELOCATIONS. VERTICAL SCALE: 1`-10' co w 00 HORIZONTAL SCALE: 1"-10' TV E V-:--�- 0+00 1+00 C, PROFILE PROPOSED GONDOLA WATER SERVICE AND FDC LINES -SE"NHOLE MH 042 RIM ENE = 8122.2' INV 0 (SE) 8106.7' T- L 31 r FIRE PROTECTION CONSUL T TO VERIFY EXISTING FDC FACILITIES ARE ADEQUW gr', "J.-L-, r -T, I R J -'a-- LIONSHEAD CENTRE g� 1 REUSE FOR THIS PROJEC r 4� #1 00 7 - NOTE: PER 2-17-09 ERWSD CONTRUCTION REVIEW MEETING, ERWSD INDICATED RELUCTANCE TO ACCEPT THE WATER 0 rq 1 — v ZG L LINES SHOWN WITHIN THE PROPOSED EASEMENT OR THE t ormc, WATERLINE THAT EXTENDS NORTH AND EAST FROM THE EG L - - - - -- - - - - - - - - - - - - - - — - - - - - - - - - - - - - PROPOSED EASEMENT BACK TO THE EXISTING le, Alf STING HYDRANT AS con M Qt� . .... TL /4 DISTRICT MAINTAINED MAIN LINES. AN AGREEMENT BETWEEN 0 T" X�l -T 4z�,— - k 0 Z!:, i� 7RE-OWNER-AND-ERIWSD-TS--REQUTRED-FOR-T�E DISTRICT TO 0 0 0 ASSUME MAINTENANCE OF THE PROPOSED HYDRANT. L-j 9 1v EXISTING 4" VR PHONE CONDUIT, TOO I EXISTING 4" VR PHONE 7- 04 "o 41 CABLE + F.O. CONDUIT TO TREETOPS, T" 771- 2-100 PAIR CABLES + F.O. I rT --1 T C11 -TI T'FL I 1 1 i i I J -j z42`1 77 i v /I rn L cn�, r EXISTING CONCRETE f 1� �1 I i I I yz] L 1z 1 1 1 IS NOTE: ANY DISRUPTION OF EXISTING WATER OR ELTED FIRE SERVICE DURING INSTALLATION OF THE BAND (TYP) "N + j :51'-j-,r0ps -JI-J EXISTIN 1SN( nr- PROPOSED LINES SHALL BE COORDINATED WITH kVER 'j k`�= 1 L EXIS11NG PHONE LINES TO BE REUSED FOR PROPOSED P ERWSD, VAIL FIRE DEPT. AND VAIL RESORTS. I I, T 1 J I I OVAL UP 4- 1 4 EXIST 8" RJ DIP GONDOLA 4 :t- T =j.-T-L!-1 I -T 4 RESTROOM. CONTRACTOR TO COORDINATE REM WATER SERVICE LINE AND N fJ L-L M V, k MEETING -F-4 TION NSU�LA 10 low rr 14 FNOTE: F OT ERWSD LINES S WATERLINE PROPOSED R S DISTRICT IC7 FDR BETWEEN L IBM --j /I AND RE-ESTABLISHMENT OF 25 PAIR PHONE CABLE 6' RJ DIP FDC LINE TIE INSTALL MUEI I ER "MOUNTAIN" FIRE _��l N -\I WITH DAVE COWELL (VR PHONE) 754-8582 It d-j, -Li L, 'T--T-V1 \1 I i I M v Tt- " \ I— :� t HYDRANT GATE VALVE ASSEMBLY. 17 1'. —IA, �J T, T 1 'j-1 -, A REMOVE EXISTING FENCE ADJACENT I i L/6 L-L-VL, L. J L J J.'j" Lj L T TO FH AND INSTALL NEW, MATCHING 1 LI FENCE AROUND FH CLEARANCES A�-J L L(T! am 0 wommommomm an on =amass-mum ti L 4'1 1 �/l j, I —L—L-i— fr- A, —T! PATH (TYP) v J , 4 - i EXISTING ASPHAL T, r z j - - -1 wownwommm ay —6 rf E-1, -- t 7 A 4, N- q'I L L L 4 pa t \-, 11 , I �i \o', -,- I \L -/1 1 1 i J— t V IP L - - 1 -111 L,� -111-11-1-i� ( 11 r A T10TY EASEMEN PROPOSED 20' . .. ..... FIRE HYDRANT \j K -0--- U oo� P EXISTING TICKET OFFICE CLEARANCES IY j Pw N, 00000- ' , -,,; Xis-n �G§N tL rr I I - i , "! , 7" 1 1 1 L IEj -j A 1-2" PERERWSD PHONE CONDUIT, L— 7 TALL .... .... . 25,PAIR CABLE 8" GATE s \t 1 j J rj—j'TL,1�'4 I —j ��l r'T SPECIFICATIONS N 1 1/ 1 1 1 Ij 145 vj, j 0400� sf EXISTING CONDO X11 8 x8 x6 TEE I� L WATER SERVICE AND FDC LINES, ALIGNMENT F OPTION 1: INSTALL 4 RESTRAINED JOINT EXISTING LINE?,- �(WER NHrO M,4 0440/ -51 11 x jj,� L -J-1,1 JU11-11i JL 7 8104.7' PADIP-EACH LINE, MIN. 7 OF COVER L 'V 1 k,-L r-Llt 41 i i , I CO \ I / 1� I 1 1 1 x ''i �� laws -- —, L R F(ER-16-0, Ir\,ON-1-G I ..... 0 pws wwow o- 1 d OFFXf INV LEV - �1104.1' EXIST 4!' DIP TIC j P\.r pws ABANDO 1 \1 sN, 6WmEL1,\T'UQJN9-JN,JTHj5 AREA G\N N5 pws TI EU V 8104.r ...... PFDC FDC LINE/(LOCA PN PER j "gi, N w, _. -0�, 1/ 11-11 - 'L E% N VOUT � �Sl pmo EXISTING SKETCFj/BY RICK/ CAUDEL) NOTES: FFDC WS PFDO 1. SOME OF THE EXISTING UTILITY LINES SHOWN HEREON ARE BASED a_ < Cm ST 8 AJ PFDC woo*" LINES ew -M Sa M WM Ov ON ARRABELLE AND THE EXISTING RESTROOM PLAN LOCATIONS AND REDUC`ER` 41 EXISTING E-OPT( 11 TOV UTILITY�� :TION POINT —A 00!5� /1, HAVE NOT BEEN FIELD LOCATED. CONTRACTOR SHALL HAVE ALL UTILITY x IIL�ONF LINES IN THE AREA OF CONSTRUCTION FIELD LOCATED PRIOR TO cf� I I Mr-WIMLIJ OT UIILIIT INIALL/AIIUNZ—) /-\ I STORM CULVERT ONU M11 EAGLE BAHN GONDOLA -z- 10CCT0nn►J DC1 ATCM fNnK1C1TD11f%-nf\K1 OC f% -7 1 1 --- --- 0 r-rl i L-it T--T-lT- T LT T JLI QT I-° 1-1 �m \ / 1 - t "� a l 1 k 1 ti 1 APPROXIMATE FIRE DEPT. CONNECTIONS i 1 � ,' w. ,; m; ,; . ,� r' ,{ f r `r,.• � , _ :, - m� I lit ,m.�...._.,�,., LOCATED BETWEEN THESE TWO POINTS) i 1,. _,, .` .r.. r• , - -.�' ,;; _ ` "' ; "� . - "` ,'` _ -"" �-u.>.,. r.f _ i. _. S Willi' f� r �. lF k �' ��``�.�� 1 1 �� .✓ i t E CL 0) 1p co rn C) CD ry 1� U) 0 (If F- z 0 Z 0 U) 0 w w 6� U) 2 0 0 w -j 0 0 U) LU Q� 0 CD C) 0 . 0- • • • O O O TOV PEP DRB 1-18-07 C-6 • • O O O TOV PEP DRB 1-18-07 C-6 PROVIDE MUELLER -.,_INSTALL FLAG MOUNTAIN ON HYDRANT PLACE 2� PVC SLEEVE OVER REBAR. NOTES: MINIMUM BEARING SURFACE (SF) FOR HYDRANT FOR PAINT TOP I' OF SLEEVE GREEN 1. FOR 200 PSI INTERNAL PRESSURE, INCLUDING WATER HAMMER. 2. MEGALUG RESTRA NTS MAY BE USED IN CONJUNCTION WITH 200 PSI AND LESS INSULATED 10 GAUGE COPPER TRACE WIRE SHALL BE THIS PROJECT. 2X" CONNECTION PROVIDE 20' OF UNOBSTRUCTED THRUST BLOCKS WITH PRIOR APPROVAL FROM THE DISTRICT. FOUR (4) NO. 4 EPDXY COATED REBAR SIZE BENDS LAID IN THE WATER LINE DITCH, SURFACING OUTSIDE AREA ABOVE FIRE HYDRANT. PLUG AND CAP 3- 3. MINIMUM AREA REQUIRED WILL BE THAT OF AN 8 -INCH MAIN. EMBEDDED 18* INTO CONCRETE W/ TEE OR THE MAIN LINE VALVE BOXES AND NEXT TO ALL FIRE 4V PUMP OF PIPE NOZZLE, FACE TO 4. ALL THRUST BLOCKS SHALL BE FORMED. THE MINIMUM ENDS BENT 90 DEGREES AS SHOWN 11-111P 22-1/2� 450 goo DEAD END HYDRANTS. CAD-WELDS SHAH BE WELDED AT ALL PROVIDE HORIZONTAL CLEARANCES PER TRAVELED WAY WATERLINE JOINTS AND FITTINGS AND PROTECTED WITH ERWSD REGS. GRADE SLOPES AS NECESSARY THICKNESS FORM MATERIAL SHALL BE 3/8- PLYWOOD5. BOND BREAKER 4 MIL 6. 2.6 5.0 10.0 18.0 12.8 COAL TAR. THE CONTRACTOR SHALL TEST CONDUCTIVITY TO PROVIDE UNOBSTRUCTED AREA. 5. FOR 265 PSI INTERNAL PRESSURE USE TABLE FOR 250 PSI, BUT a. PROPERTY LINE muunpLy By 1.06 (TYP) 2.6 5.0 10.0 18.0 12.8 OF THE PIPE AND TRACER WIRE. KED POLYETHYLENE PLASTIC OR AS STA - BACK FILL, AROUND FIRE IN 10* 3.8 7.6 14.8 27.4 19.4 HYDRANT AND VALVE M 3/6- PLYWOOD FORMS BOX NTH COMPACTED 5.4 10.8 21.0 38.6 27.4 3/4!' ROAD BASE TO VERTICAL THRUST BLOCK SUCTION 9.4 1 18.6 1 38.2 1 67.2 47.6 \\-#5 REBAR GROUND SURFACE 36* MIN. 14.4 1 28.6 1 56.0 1 103.6 73.2 10 GAUGE INSULATED SOIL BEARING PRESSURE OF 1000 LB /SF COPPER TRACE WIRE X USE CAD-WELD CHARGE -45. 7' MINIMUM COVER FOR BACK FILL COMPACT MINIMUM BEARING SURFACE (SF) FOR SIZE OF CA WATER MAINS W/O INSULATION MINIMUM BEARING 200 PSI AND LESS BREAKABLE FLANGE TO SPECIFICATIONS ABOVE SIZE BENDS TEE OR SURFACE AREA - SO FT OF PIPE -1 22-1 /Y 450 goo DEAD END GROUND SURFACE G.V. & BOX 'A PER ERWSD SPECS. BRING 10 GAUGE INSULATED COPPER WIRE NX A� BOND BREAKER 4 UNDISTURBED TO SURFACE AT ALL FIRE HYDRANTS AND Z' e PVC EARTH 6. 1.7 3.3 6.7 izo &5 MINIMUM COVER, AROUND FLANGE. METAL TO METAL COMPACTED 3/4� SCREENED ROCK MIL POLYETHYLENE PLASTIC (TYP) 8- 1.7 3.3 6.7 12.0 8.5 1 SEE SPECIFICATIONS CONNECTION MUST OCCUR MINIMUM BEARING WATER 4' GATE 10* 2.5 5.1 9.8 18.2 IZ9 WA R MAIN VALVE 3/8- PLYWOOD FORMS SURFACE AREA - MAIN VALVE BOX SO FT UNDISTURBED 12" 3.6 7.2 14.0 25.7 1 18.2 1 AND GATE SPECIFICATIONS BACKFILL SEE EARTH G.V. TO DEAD END LINE VALVE HYDRANT BENDS PL6N PLAN 16' 6.3 12.4 25.4 4-C7 31.7 BE SET AS CLOSE AS 4:' DIP 9.6 1 19.0 1 37.2 9 I 1 2)) ;')22-1' ELBOWS 20 POSSIBLE TO ;:E 001< BELL TYPE PLUG, MINIMUM BEARING SURFACE CONCRETE Sol L BEARING PRESSURE OF 1500 LB SF WHERE REQUIRED UST -A AREA z : - SO FT ,�:� - " :.!- -"*� , � _,. �� BLOCK `A4-47`110 MINIMUM BEARING SURFACE (SF) FOR , . ` . . . -, - t ... " . e o , I K 200 PSI AND LESS A DO NOT BLOCK FIRE HYDRANT N. SIZE BENDS TEE OR DRAIN NTH BASE OR BLOCK o > 4F PIPE --- 22-1/2o 450 goo DEAD END 11-17TT CONCRETE THRUST BEDDING, SEE oo o o CONCRETE BLOCK BASE /X !NIMU4, BEARING 6' 1.3 2.5 5.0 9.0 6.4 BLOCK SPECIFICATIONS o lo o CONCRETE THRUST FLOW SURFACE AREA 2/3 8. BLOCK BEDDING, SEE ONCRETE BLOCKS O.D. PIPE 1.3 2.5 5.0 9.0 6.4 ALL PIPE JOINTS WITHIN FIRE HYDRANT LINE SHALL BE RESTRAINED HYDRANT DRAIN PIT, 27 CUBIC SO FT V-6' -1/2- WASHED ROCK SPECIFICATIONS UNDISTURBED FT. OF I 10, 1.9 3.8 7.4 13.7 9.7 JOINT (MEGA-LUG OR ERWSD APPROVED EQUIVALENT). RESTRAINED UNDISTURBED SOIL OINTS SHALL BE USED IN CONJUNCTION WITH THRUST BLOCKS. 127 2.7 5.4 10.5 19.3 1 13. J L r UNDISTURBED 16, 4.7 9.3 19.1 1 33.6 1 23.8 BEDDING N.T.S. 3/8- OOD FORMS EARTH 20* 7.2 14.3 Ion c UNDISTURBED EARTH MATERIAL SEWER MAIN (USE YELOMINE WYE WITH 45* ELBOW TEE PLAN DEKAL CIS= MQ110 MIL BEARING PRESSURE OF 2000 LB /S FOR THIS PROJECT), SEE (ALL BELL FITTINGS) PLAN FOR SIZE N.T.S. N.T.S. OUT SANITARY SEWER A CC, 0 N C R 1EE'll FE THRUST BLOCK B FIRE HYDRANT ASSEMBLY C WATER SERVICE CONNECTION D Rr-1r SEWER CLEAN 0 DISPERSE LARGE ROCKS IN THIS ZONE PIEVIDED ROCKS DO NOT INTERFERE WITH NOTE: ALL INLETS WITHIN SNOWMELTED AREAS SHALL INCLUDE (3) 60mm pavers over 1 BACKFILL COMPACTION REQUIREMENTS 0.1 D 2" OPENINGS ON FACE OF INLET AT SAND LAYER WITH GEOTEXTILE of sand and tubing. Re: BOULDERS GREATER THAN 18* TO BE REMOVED -YF RAD. EACH SIDE FROM BACKFILL AND DISPOSED OF OFF SITE. Rood Surface or Existing Ground 8 BARRIER TO DRAIN PAVER SAND LAYER. Landscape plans and specs for paver details. NO ROCK ALLOWED GREATER THAN 6" Backfill with Native Material A A Do not use any Rocks greater than 6" a,d D see plans for slope it ok I/ I wyy 'X 4 -i "A 1%"± sand with snowmelt NOTE. TOWN OF VAIL (TOV) TRENCH BACKFILL tubing and WWF. Sand bedding fd' A' A --- ---- 12' SPECIFICATIONS DO NOT ALLOW MATERIAL LARGER K per paver manuf. and Wirsbo. THAN 6" WITHIN THE ENTIRE BACKFILL ZONE RIGHTS-OF-WAY. THIS INCLUDES 0.2 D IN lov N THE PORTIONS OF TRACT C OWNED TRENCH BACKFILL VARIES BY THE TOV. D/2 6" compacted Class 6 X > Base Course SEE SPECIFICATIONS < 0 TONGUE AND GROOVE CONSTRUCTION >X Q x CONTRACTION JOINT FOR COMPACTION 12, REQUIREMENTS > E J - Suitable compacted subgrade 5" Asphalt Path in two lifts :3 6 Compacted Subgrade K ALLOWED E (see soils engineers recommendations) {see project paving specs.) FNOROC C GREATER THAN 6* BEDDING ZONE Grade per plan 8" Base Course SEE BELOW M ". -0 1/4" R 2" MIN. (0 N.T.S. 7 Pl j, PIPE SUBGRADE STABILIZATION 1,17 • MATERIAL IF REQUIRED 4 77777-7 7 q .4 Q 7 0 7, �X� " H SNOWMELTED PAVERS OVER ROADBASE >-,\ � TM!QH ZONE M X\ /X V- -XV/ TRENCH BACK FILL---,, X \ : ',A L �'"� DUMMY GROOVE JOINT, CURB GUTTER @ 10' O.C. MAX. SEE PLANS TO VERIFY PROPOSED PATH WIDTH 7-7.77,S7S 1:i,(Z"z, 10' Recreation Path 18" CONTRACTION JOIN TS Z A\/x COMPACTED 3/4- SCREENED ROCK POURED JOINT 1/2" PRE-MOLDED 5'-0" 5'-0' U Ix SEALER JOINT FILLER 3' Asphalt Path in two lifts BEDDING 6" Compacted Subgrade ZONE 1.4 \6< (see project paving specs.) Select Fill Crown or lope 6" Base Cours5 Read Pipe Bedding :A 2% Cross S /< X X Section (Typical) 16" Mini ;,77-77777, 77, x UNDISTURBED 771, A SO4L 7 T 7 -7,70- 4 �- �Ici 4 mum -7 The Gas Line is layed by others. EXPANSION JOINT, CURB & GUTTER @ 100' O.C. MAX "'T-St" The trench may or may not be /Y0 > X1/4 O.D., constructed by others. EXPANSION JOINTS 6. PIPE SUB GRADE * MIN ADE 6" ALSO SEE LANDSCAPE PLANS FOR ADDITIONAL TOOLING REQUIREMENTS N.T.S. N. T. S. N.T.S. N. T. S. N. T. S. E STANDARD SEWER WATER PIPE BEDDING F GAS TRENCH DETAIL G TYPICAL CONCRETE JOINTS TYPICAL L ASPHALT RECREATION A 1-111 H ASPHALT PAVING DETAIL 1.25 X CULVERT OUTSIDE DIA. MIN.) 50' Min. SILTSACKe) 3' 10. 0 (D SPECIFICATIONS Earth Mountable Berm (Optional) E 2 EACH TRENCH BACKFILL MIRAFI 140N Filter Cloth 5 LLJ DUMP STRAPS NOTE: THE SILTSACK o WILL BE MANUFACTURED FROM A WOVEN POLYPROPYLENE FLOW FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS. 4�w x x ,Q) . - T, \ EXPANSION RESTRAINT Z 3/4 ROAD C\I (1/4" NYLON ROPE, Pavement BASE 2 FLAT WASHERS) SECTION Edge of Po /\% :.: ° o. ' _ .. n .:' /; REGULAR FLOW SILTSACK 50' Min. (FOR AREAS OF LOW TO MODERATE PRECIPITATION AND RUN-OFF) 10' BEDDING ZONE PROPERTIES TEST METHOD UNITS Min. E GRAB TENSILE STRENGTH ASTM D-4632 300 LBS Existing Ground �� x' . ? : \ /f� GRAB TENSILE ELONGATION ASTM D-4632 20 % PUNCTURE ASTM D-4833 120 LBS 0 UNDISTURBED Y. ci z SOIL INSTALLATION DETAIL BAG DETAIL MULLEN BURST ASTM D-3786 800 PSI BALES EMBEDDED TRAPEZOID TEAR ASTM D-4533 120 LBS Z)o C5 00- 00 00- QV Z)o Q)". UV RESISTANCE ASTM D-4355 80 % 0 -zpo()�, (9 01 4" to 6" APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE DUMP STRAP Q5. 2" Crushed Sceened Rock FLOW RATE ASTM D-4491 40 GAL/MIN/SQ FT lz�o - 0-0 - 52 i 00 00-Q)(�)OO 0 lz� PERMITTIVITY ASTM D-4491 0.55 SEC -1 600 775xyz\ cpuol:� \77 0 PIPE SUBGRADE 1" REBAR FOR BAG 00 0 o6>02 0 1 REMOVAL FROM INLET rIQ &C --------- 211 x 21) x 3) CULVERT BEDDING DETAIL. DUMP STRAP STAKES Existing Ground HI-FLOW SILTSACK PLAN \� \ \i \\\ /�\ NOTE: TOWN OF VAIL (TOV) TRENCH BACKFILL 0 (FOR AREAS OF MODERATE TO HEAVY PRECIPITATION AND RUN-OFF) I PERMIT 05-01-07 SPECIFICATIONS DO NOT ALLOW MATERIAL LARGER CONSTRUCTION NOTES SILTSACK LTSAC K PROPERTIES TEST METHOD UNITS TOV PEC DRB 1-18-07 THAN 6" WITHIN THE ENTIRE BACKFILL Z 1. STONE SIZE - USE 2" CRUSHED SCREENED ROCK. ISSUED FOR: DATE: IN TOV RIGHTS-OF-WAY. THIS INCLUDE GRAB TENSILE STRENGTH ASTM D-4632 265 LBS BERM THE PORTIONS OF TRACT HC OWNED TRENCH BACKFILL GRAB TENSILE ELONGATION ASTM D-4632 20 % 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET. BY THE TOV. FILL OR NATURAL MULLEN BURST ASTM D -3786 420 PSI 4 WIDTH - TEN (10) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS TERRAIN SEE SPECIFICATIONS OR OPTIONAL METAL HANGING TRAPEZOID TEAR ASTM D-4533 45 LBS OR EGRESS OCCURS, COMPACTION UV RESISTANCE ASTM D-4355 90 % REQUIREMENTS FRAME FOR TRAFFIC APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. FLOW RATE ASTM D-4491 200 GAL/MIN/SO FT CONDITIONS PERMITTIVITY ASTM D-4491 1.5 SEC -1 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES 0 SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING I C] - FLOW BEDDING ZONE OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING CI SEE ABOVE .4 0 WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES 011--ABSORBANI SILISACKe USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC PIPE SUBGRADE -OF-WAY MUST BE REMOVED IMMEDIATELY. SCE SHALL REMAIN IN PLACE UNTIL PAVING OF ENTRANCE 4 (FOR AREAS WHERE THERE IS A CONCERN FOR OIL RUN-OFF OR SPILLS) RIGHT 4' COMMENCES. ❑ STABILIZATION - U0 MATERIAL IF REQUIRED DEPENDING ON YOUR PARTICULAR APPLICATION, THE SILTSACK OCAN BE MADE FROM 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC REBAR WATER MAINS W/O INS IL PLASTID (Typ) WA 'L \WA MAIN BEDDING SHALL CONFORM EITHER ONE OF THE ABOVE FABRICS WITH AN OIL-ABSORBANT PILLOW INSERT OR, RIGHTS-OF-WAY. WHEN WASHING IS USED IT SHALL BE DONE ON AN AREA STABILIZED WITH TRENCH ZONES. TO PIPE MANUFACTURERS 64- - MADE COMPLETELY FROM AN OIL-ABSORBANT SILTSACK , WITH A WOVEN PILLOW INSERT. STONE AND WHICH DRAINS INTO AN APPROVED IMENT TRAPPING DEVICE. N. T. S. REQUIREMENTS T. S. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. N.T.S. K BALE CULVERT BEDDING DETAIL L I EROSION CONTROL N.T.S. N. T- S. STRAW BA SILTSACK M1 STABILIZED CONSTRUCTION ENTRANCE N LE CHECK DAM aag4 0. A 22763 NOTES FOR O oacoaa 10' MAX. C. TO C. 36" MIN. FENCE POSTS, FABRICATED SILT FENCE 8" NYLOPLAST DUCTILE IRON DRIVEN MIN. 16" INTO ROUND GRATE, OR ENGINEER GROUND APPROVED EQUIVALENT 36" MIN, FENCE POST 1. SILT FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. see plans for slope see plans for slope V{ 8" -TI *A .... ... CIVIL DETAILS W, 2. FILTER CLOTH TO BE FASTENED SECURELY TO FENCE WITH F LJ ? 0 �R/ �O M.& -y TIES SPACED EVERY 24 AT TOP AND MID SECTION. > C z ms \1-1/ 'W/ 0", LL- ls-/ - N,� v 20" MIN. kl� U- z 0 n 0 THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 3, WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER 10111 X FLOW UNDISTURBED GROUND r 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND FOR 4" OUTLET LIJ MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. Q11X USE WATERTIGHT OUTLET EMBED FILTER CLOTH 4 8" MIN, MIN. 8" INTO GROUND 16" MIN. POSTS: STEEL EITHER T OR U TYPE OR 2" -35 ADAPTER FOR SDR HARDWOOD. V FILTER CLOTH: FILTER X, MIRAFI 100X, STABILINKA T140N OR APPROVED EQUAL. SEE STORM PROFILE, SHEET SECTION C-5 FOR CONTINUATION PREFABRICATED UNIT: GEOFAB, ENVIROFENCE, OR APPROVED EQUAL. C-7 n* 8`---NYL0PLA-S*`r1-- INLI-NE DRAIN DETAII.- C) (D (D B. B. 0 00 0 (DO (D C) O(D 0 E. 00 15'--10 1/8" 1 15'-10 11/8" 12'-2 5/16" i2'-2 5/16" 1 12'-2 5/16" 11'-10 1/4" 41111 4-10 9/16" 4'-10 9/1 /16" 1 4' -9 3/16" 4' -7/1 -9 3/16" 4' -9 3/1 4'- 9 ' /16" 4'-9 3/16" 4'-9 1/4" 4'- 4'-9 3/16" 1 4' -9 3K,8" 4,-10 9/16" 5-2 42 3 A 5.1 A5.1 PROVIDE SIGN W/ ADA ACCESSIBLE UNIVERSAL SYMBOL (FIG. 703.7.2.1) FOR ------- RESTR60MS Al 17.1-1998 PER ANSI SECTION 703 CENTER BETWEEN DOORS, RE: APPLIED WINDOW TRIM A4.1 FOR MOUNTING HEIGHT AND SHUTTER LOCATION FRAMED 30" X 30"! APPLIED WINDOW TRIM APPLIED I I REMOVEABLE FLOOR HATCH A, ND SHUTTE� LOCATION WINDOW FOR CRAWLSPACE �CCESS, PROVIDE HOSE BIBRE: \ �x MATCH FLOOR SURFACE. AND TRIM PROVIDE CONCEALED LIFT SHUTTER HANDLES FOR REMOVAL LOCATION , PLUMBING ---- ------ -TOT ------- ------- j 100 0 = 8123.55± 0 APPL�ID� OW J AND SHUT? ((j i oo,-o,l 12LJ VESTIBULE JVESTIBULE LE I 1 101 1021 i i GROUNDS I I / 1/ MAINTENANICE LOCATION 7-- Wl I 11 F2 < 582 > t > -, I / �/l 1 3 'QOL -4 - - y WORKBENCH Z/4, KIDS SK SCH OVERNIG i_T__STORAGE____ -12-T T 75- L�j BOILER A CLOSET mr�_m. I 231 + L.F. / 7 E Z(E�k I li 5 c 7 AD- 1--- C H I H I �A F DZIN C ES H�T-7, 'SED SE I A>- MA! ER HALCO SNOWELL CSA COMMERCIAL WORKBENCHES 7 N� 5 / CO OR OR CHAIN I r'ME H� H H RE K I MECH. LIN rrllFENCE < 2> ---SYSTEM WALLS - aylql 0 WT TOINDERIIDE 6 FLOOR DRAINS, 11 1.7 0010 8 RE: CIVIL FOR DRAINAGE 0 A4.1 T7 F5 F5 1 /__z A Z OF� CEILING 1-7 9 L 1- 00 i I I WT1 Lj 001- oll _kj //< /2 >/ < >> WT2' --- sv 0 I - ----- F2 F H x ED AKIDS //SKI YARP /6 1 R PA 2 7 10 A5.1 /7/, A8.2 ------RES MIENS T -RO-0-m ------ WO ENS m .------RESTRbom z f---- -1-2 MASTER HALCO 113 > ----SNOWMELT-THIS AREA -------- APPLIED DOC N AND TRIM COMMERCIAL IN/ COLOR CHAIN LINK 0 LOCATION --- --- ---------- L J 0 Lj FENCE SYSTEM WALLS - TO UNDERSIDE OF CEILIN AND THX3' W GATES > j 2 0 APPLIED WINDOW T 11 AND SHU L r ELECTRICAL PANEL ct z o LOCATION i E Mli GE NCY lt�) I IbULL ELECTRICAL RES RO om TRANSFORMER, RE 62 PAIR SKITS PER RACK PAIRS OF SKITS > < ELEC. 108 1 1 806 1 11 > J' 0 ca WT4 10 < 5> F WTI ISCELLAIN, EOUS 15 L.Fl. 96 SNO'WBOARDS W/OUT 3 BINDINGS PER RACK 288 SNOWBOARDS i 1 2 - (D D o Z < F�\> 1 - ----- - ---- ---- �z z u T-1 UVMAWV2�_�_l -Dl I I �j ---------- - 10,0MMINW, € D112 ------ ---- -- - - ----- z 1, U-0" = 8123.55± PROVIDE SIGN DIRECTING < - - APPLIED WINDOW TRIM APPLIED DOOR AND SHUTTER LOCATION LOCATION AND TRIM ING USERS REQUIRINGIN F4 ADA RESTROOM Tb'j MAIN ENTRANCE ON PLAZA APPLIED WINDOW TRIM SIDE. AND SHUTTER LOCATION i 3 PROVIDE HOSE BIB, A7.1 C) PROVIDE INFRARED RE: PLUMBING PROVIDE CONCRETE FILLED STEEL BOLLARD YA2 HEATER AT VESTIBULE, RE: MECH. SNOWMEN THIS AREA 3 AT NEW GAS METER GAS METER, RE: MEP FACE OF STUCCO — ABOVE, TYP. A5.1 1% I A5.1 FACE OF STONE BASE, Y TSNPOWELL CSA CARVER IV SKI RACK SYSTEM - 2 'DELETE LOCKERS 3-25-09 OOOMM) LAN REVIEW COM. 3-3-09 SNO L CSA SNOWBOARD RACK 1 SYSTEM (I 500MM) CONSTRUCTION DWGS 2-17-09 PLAN REVISIONS 12-10-08 FINISH CLARIFICATIONS 8-13-07 PERMIT 05-01-07 ISSUED FOR: DATE: I G 19 -v orC Z R I c 1111 ft RD In SUMMER No! E IL 1 C K J R ro FLOOR PLAN 100'101 -0" 8123.55'USGS SCALE: 1/4"-1 *' WINTER z THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE Of THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 2009 MELICK ASSOCIATES, INC. FLOOR PLAN WALLS: FLOOR FINISHES: CEILINGS: TOILET ACCESSORIES LEGEND REFLECTED CEILING LEGEND 0 2x4 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE (BOTTOM OF TRUSS). (USE WATER RESISTANT AT RESTROOMS AND ALL WET FURRED WALL; 2x6 WD STUDS @ 16" O.C. W/ 5/8�'GYPSUM BOARD ON ONE SIDE TO UNDERSIDE. (USE WATER RESISTANT GYP. BD AT RESTROOMS AND ALL WET AREAS.) NOT USED CEILING OPEN TO STRUCTURE ABOVE BOBRICK B-5806 -1 114" DIA. SATIN-FINISH STAINLESS STEEL GRAB BAR W/ PEENED GRIPPING SURFACE. 36" OR 42" LENGTH, AS INDICATED, MOUNTED AT 33-36" ABOVE FINISHED FLOOR. FIBERGLASS REINFORCED PLASTIC (FRP) 2 X 4 SURFACE MOUNTED FLOURESCENT FIXTURE OS SURFACE MOUNTED CAN LIGHT 2 SURFACE MOUNTED TOILET TISSUE DISPENSER. GEORGIA PACIFIC VISTA JUMBO JR. TWIN i 2 BABY CHANGING STATION - BOBRICK KOALA KARE KB 100-00 AREAS.) BATHROOM TISSUE DISPENSER - MFG ITEM #58250. ADA MOUNTING HEIGHTS PER MFG. 0 2x4 WD STUDS 9 16" O.C. W/ (1) LAYER OF 5/8-1 GYPSUM BOARD EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE (BOTTOM OF TRUSS). (USE WATER RESISTANT AT RESTROOMS AND ALL WET 5/8" GYPSUM BOARD ON FURRING AS C2 REQUIRED ATTACHED TO BOTTOM CHORDS OF ROOF TRUSSES ABOVE SUPPLY AIR; RE: MECH. TO MARKET ATMOSPHERE RECYCLED RUBBER FLOORING; RE: INTERIORS SPEC. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL. BOBRICK B-254 ADA MOUNTING HEIGHTS PER MANUFACTURER. ONE PER STALL AT WOMENS RESTROOM. (D WALL COVERING - RE: INTERIORS SPEC. I C:D 114" GLASS MIRROR ADHERED TO WALL W/ WOOD FRAME CD DECORATIVE WALL SCONCE - FORECAST LIGHTING F3512-36U AREAS.) PROVIDE SOUND BATT INSULATION INSULATION. T-01' X 4'-0" SUSPENDED ACOUSTICAL CEILING TILE 4'-0" LONG WALL MOUNTED FLOURESCENT I 1�/ FIXTURE 40 2x6 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE. (USE WATER RESISTANT AT RESTROOMS AND ALL WET AREAS.) CONCRETE W/ INTEGRAL COLOR AND HEAVY BROOM FINISH CD WALL MOUNTED SOAP DISPENSER. - KIMBERLY CLARK KCC92195 - SERIES-1 WINDOWS 1000 ML I /PK. PRE-DRILL MIRROR PER TEMPLATE FOR SOAP DISPENSER. (H) DRINKING FOUNTAIN - ELKAY EZS4 ADA DECORATIVE WALL SCONCE 9 EXHAUST/ RETURN AIR; RE: MECH. /----ti HAND DRYER - EXCEL DRYER, INC. - XLERATOR HAND DRYER CD MOP SERVICE BASIN ROOFS: A2,1 4000 PSI INTERLOCKING CONCRETE PAVERS ON BEDDING SAND 40 2x6 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD EACH SIDE TO UNDERSIDE OF ROF STRUCTURE. (USE WATER RESISTANT AT RESTROOMS AND ALL O WET AREAS.) PROVIDE SOUND 0 F4 ON COMPACTED SUBGRADE. HEATING AGGREGATE BASE ON COMPACTED SOIL RE: CIVIL DETAIL RE: A1.1 FOR EXTENT OF HYDRONIC WALL MOUNTED EXIT LIGHT CLASS ASPHALT SHINGLES OVER ICE AND WATER SHIELD OVER PLYWOOD SHEATHING W/ R-38 BATT INSULATION ON ROOF CD GLOVE SHELF BATT INSULATION INSULATION. ROWS OF 2x4 WD STUDS @ 16" O.C. W1 (1) LAYER OF 5/8" TRUSSES (RE: STRUCTURAL) F5 TO MARKET ATMOSPHERE RECYCLED RUBBER FLOORING ACCENT; U PAPER TOWEL DISPENSER - GEORGIA PACIFIC ENMOTION TOUCHLESS TOWEL DISPENSER MFG ITEM# 59462 WALL MOUNT AUTOMATED Fl EXHAUST FAN (2) GYPSUM BOARD EACH SIDE TO UNDERSIDE OF STRUCTURE RE: INTERIORS SPEC. P-LAM TOILET PARTITIONS - RE: INTERIORS SPEC. ABOVE. (USE WATER RESISTANT AT RESTROOMS AND ALL WET AREAS.) PROVIDE SOUND BATT INSULATION INSULATION. IF 6" RECESSED CAN LIGHT 91_0" CEILING HEIGHT 10 SOLID SURFACE COUNTER TOP & BACKSPLASH - RE: INTERIORS SPEC. q U A. 9 �2) U B. 6 �.�' . U UU U D. 8 E E. � Ug( 1= j I 9 68' -3 1/8" ! i j 15' -10 1/8" I 15' -10 1/8> j 1, ; I 12' -2 5/6> j2' -2 5/16" 12' -2 516" j 4' -10 9/16" ( 4' -10 9/16" 1 4' -10 9/16" 4' -9 3/16" 4' -9 3/16" 4' -9 3/1E5" 4' -9 ( /l6" 4' -9 3/16" i 4' -9 1/4" 1 ; 4' -9 1/8" � 4' -9 3/16" � 4' -9 3�8" � 4' -10 9/16" � 5' -2" t E 1 I i i j 68' -3 1/4" I " it ' 14'- ? " 11 1 1' -411 71 511 i 7 -b 9j'-2" ! 5'-4 112 4 -1 314 9 -2 314 10 9 -3 1/4 1, I ! 11 i I # l j 24' -4 1 /4" " 7' -1 11 ! 8'-4 114" 9'- , 1/4" { 6'-11 i 1 " ? 12 -5 1/1 " WALLS: 1 ob FURRED WALL; 2x6 WD STUDS @ 16"0,C. W/ 5/8" GYPSUM BOARD ON ONE SIDE TO UNDERSIDE. (USE WATER RESISTANT GYP. BD AT ��// RESTROOMS AND ALL WET AREAS.) 1 2x4 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE (BOTTOM OF WT5 MIENS ESTROOM CN i - ID - -- 1: 2x6 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD CN WT2 EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE. (USE WATER VJT6 U RESISTANT AT RESTROOMS AND ALL WET AREAS.) c'V Co 2 EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE. (USE WATER <<� i ij a RESISTANT AT RESTROOMS AND ALL WET AREAS.) PROVIDE SOUND �/ 0 BATT INSULATION INSULATION. N 1 TOILET PARTITIONS IMENSIONED FROM FA (2) ROWS OF 2x4 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" /� WT3 GYPSUM BOARD EACH SIDE TO UNDERSIDE OF STRUCTURE U — ABOVE. (USE WATER RESISTANT AT RESTROOMS AND ALL WET 4 I � N1 00 S 4.2 " o C'J I I U to z WOMENS D49 I � O q U A. 9 �2) U B. 6 �.�' . U UU U D. 8 E E. � Ug( 1= j I 9 68' -3 1/8" ! i j 15' -10 1/8" I 15' -10 1/8> j 1, ; I 12' -2 5/6> j2' -2 5/16" 12' -2 516" j 4' -10 9/16" ( 4' -10 9/16" 1 4' -10 9/16" 4' -9 3/16" 4' -9 3/16" 4' -9 3/1E5" 4' -9 ( /l6" 4' -9 3/16" i 4' -9 1/4" 1 ; 4' -9 1/8" � 4' -9 3/16" � 4' -9 3�8" � 4' -10 9/16" � 5' -2" t E 1 I i i j 68' -3 1/4" I " it ' 14'- ? " 11 1 1' -411 71 511 i 7 -b 9j'-2" ! 5'-4 112 4 -1 314 9 -2 314 10 9 -3 1/4 1, I ! 11 i I # l j 24' -4 1 /4" " 7' -1 11 ! 8'-4 114" 9'- , 1/4" { 6'-11 i 1 " ? 12 -5 1/1 " q - 17__0 i v ES TIBULE I q ANITORS CLOSET 1103 5' -5 3 4' 6' -5 Y " O 0 -31-1 3/� 1- „ I 1 11- 1/2" Li Im WALLS: 1 2x4 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5 /8" GYPSUM BOARD EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE (BOTTOM OF TRUSS). (USE WATER RESISTANT AT RESTROOMS AND ALL WET AREAS.) FURRED WALL; 2x6 WD STUDS @ 16"0,C. W/ 5/8" GYPSUM BOARD ON ONE SIDE TO UNDERSIDE. (USE WATER RESISTANT GYP. BD AT ��// RESTROOMS AND ALL WET AREAS.) 1 2x4 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE (BOTTOM OF WT5 MIENS ESTROOM TRUSS). (USE WATER RESISTANT AT RESTROOMS AND ALL WET i 4' -0" AREAS.) PROVIDE SOUND BATT INSULATION INSULATION. 1: 2x6 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD O WT2 EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE. (USE WATER VJT6 U RESISTANT AT RESTROOMS AND ALL WET AREAS.) 2x6 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD ,� 2 EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE. (USE WATER <<� i ij a RESISTANT AT RESTROOMS AND ALL WET AREAS.) PROVIDE SOUND �/ a BATT INSULATION INSULATION. o TOILET PARTITIONS IMENSIONED FROM FA (2) ROWS OF 2x4 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" /� WT3 GYPSUM BOARD EACH SIDE TO UNDERSIDE OF STRUCTURE WT8 U — ABOVE. (USE WATER RESISTANT AT RESTROOMS AND ALL WET _ r AREAS.) PROVIDE SOUND BATT INSULATION INSULATION. Lj CN q - 17__0 i v ES TIBULE I q ANITORS CLOSET 1103 5' -5 3 4' 6' -5 Y " O 0 -31-1 3/� 1- „ I 1 11- 1/2" Li Im 4' -1 3/4" 111 -811 13-9 1/4" n t � l s a k Jy J' 1' -6 1/4" DIMENSION FLOOR PLAN SCALE: 1/4"= 1'41 __3 I IDULE I -- e� M .I c Fj 1 Li MIENS ESTROOM i 4' -0" 104 1: o M O i i I U CN O �w I t a a M a — 2 '-3 1 /4' o TOILET PARTITIONS IMENSIONED FROM FA E cc F GYP. BD I t 1 11 5' -0" CLEAR U — 151-01/211 _ r 4' -1 3/4" 111 -811 13-9 1/4" n t � l s a k Jy J' 1' -6 1/4" DIMENSION FLOOR PLAN SCALE: 1/4"= 1'41 __3 I IDULE I -- e� M .I c 1 � < _i i 4' -0" LR 1: o M U CN O �w {3 4 a a M a — 2 '-3 1 /4' o = o 1 10 P Q F t 1 11 U — _ r Z Lj CN S z " o C'J I I U to z WOMENS . RESTRC3-O.M I O i 5' -5 1/2" W � Ti U Lo ,� d ACCENT BORDER ON FLOOR DIM. FROM FII 11' -811 15' -7 3/4" 1 s , I Ca co 7-3 3/4" k co VESTIBULE 7 GROUNDS MAINTENANCE Nr 109 W. M ,r �I -4 1/4" �I ISCELLANtOUS 15 L. Fi. co O C? I,. I 12 3 _ KIDS S ,(I� SCQOL OVERNIG ,1 -S OBAGE- ;�j 12 5 6 8 j9 I 61 -6 3/4 "+ 10 �. 11 13 � I Ii 41-1 11 "± 011 i, 3 T -7 1/4" NOTE: DIMENSIONS ARE TO FACE OF STUD OR CMU UNLESS OTHERWISE NOTED. 9)( G 11' -10 1/4" Im 1 V -10 1/4" I 2' -11 1/2" 6-1 1/2" 2',9 11f1" I , v k M a c co O co Q co M i r� • -- e� M z c ■ � < W w�M t 0 0 1: o M U 1 s , I Ca co 7-3 3/4" k co VESTIBULE 7 GROUNDS MAINTENANCE Nr 109 W. M ,r �I -4 1/4" �I ISCELLANtOUS 15 L. Fi. co O C? I,. I 12 3 _ KIDS S ,(I� SCQOL OVERNIG ,1 -S OBAGE- ;�j 12 5 6 8 j9 I 61 -6 3/4 "+ 10 �. 11 13 � I Ii 41-1 11 "± 011 i, 3 T -7 1/4" NOTE: DIMENSIONS ARE TO FACE OF STUD OR CMU UNLESS OTHERWISE NOTED. 9)( G 11' -10 1/4" Im 1 V -10 1/4" I 2' -11 1/2" 6-1 1/2" 2',9 11f1" I , v k M a c co O co Q co M i r� • 2 DELETE LOCKERS 3 -25 -09 1 PLAN REVIEW COM. 3 -3 -09 CONSTRUCTION DWGS 2 -17 -09 PLAN REVISIONS 12 -10 -08 FINISH CLARIFICATIONS 8 -13 -07 PERMIT 05 -01 -07 ISSUED FOR: DATE: rl E AIR �� " R E L " THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. c0 2009 MELICK ASSOCIATES, INC. FLOOR FINISHES: CEILINGS: TOILET ACCESSORIES LEGEND REFLECTED CEILING LEGEND DIMENSION FLOOR PLAN NOT USED (�1 BOBRICK B -5806 -1 1/4" DIA. SATIN - FINISH STAINLESS STEEL GRAB BAR W/ PEENED GRIPPING 11 FIBERGLASS REINFORCED PLASTIC (FRP) F1 C1 CEILING OPEN TO STRUCTURE ABOVE SURFACE. 36 OR 42 LENGTH, AS INDICATED, MOUNTED AT 33 -36 ABOVE FINISHED FLOOR. 2 X 4 SURFACE MOUNTED FLOURESCENT QS SURFACE MOUNTED CAN LIGHT 1! SURFACE MOUNTED TOILET TISSUE DISPENSER. GEORGIA PACIFIC VISTA JUMBO JR. TWIN BABY CHANGING STATION - BOBRICK KOALA KARE KB100 -00 FIXTURE 5 /8" GYPSUM BOARD ON FURRING AS --- �' BATHROOM TISSUE DISPENSER - MFG ITEM #58250. ADA MOUNTING HEIGHTS PER MFG. 12 _ C2 REQUIRED ATTACHED TO BOTTOM CHORDS SUPPLY AIR; RE: MECH. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL. BOBRICK B -254 WALL COVERING - RE: INTERIORS SPEC. F2 TO MARKET ATMOSPHERE RECYCLED RUBBER FLOORING; RE: OF ROOF TRUSSES ABOVE 3 ADA MOUNTING HEIGHTS PER MANUFACTURER. ONE PER STALL AT WOMENS RESTROOM. 13 INTERIORS SPEC. C3 2' -0" X 4' -0" SUSPENDED ACOUSTICAL CEILING TILE _._../ 1/4" GLASS MIRROR ADHERED TO WALL W/ WOOD FRAME 14 DECORATIVE WALL SCONCE - FORECAST LIGHTING F3512 -36U ,E 4' -0" LONG WALL MOUNTED FLOURESCENT `~` / FIXTURE CONCRETE W/ INTEGRAL COLOR AND HEAVY BROOM FINISH WALL MOUNTED SOAP DISPENSER. - KIMBERLY CLARK KCC92195 - SERIES -1 WINDOWS DRINKING FOUNTAIN - ELKAY EZS4 F3 CD 1000 ML 1 /PK. PRE -DRILL MIRROR PER TEMPLATE FOR SOAP DISPENSER. 15 (1 ADA DECORATIVE WALL SCONCE EXHAUST/ RETURN AIR; RE. MECH. 4000 PSI INTERLOCKING CONCRETE PAVERS ON BEDDING SAND ROOFS: CD HAND DRYER - EXCEL DRYER, INC. - XLERATOR HAND DRYER 16 MOP SERVICE BASIN i F4 ON COMPACTED AGGREGATE BASE ON COMPACTED SOIL J A SUBGRADE. RE: CIVIL DETAIL RE: Al .1 FOR EXTENT OF HYDRONIC CLASS W ASPHALT SHINGLES OVER ICE AND WATER SHIELD OVER GLOVE SHELF I WALL MOUNTED EXIT LIGHT HEATING R1 PPLYWOOD SHEATHING STRUCTURAL) R -38 BATT INSULATION ON ROOF ( "--- `) I /'-b` PAPER TOWEL DISPENSER - GEORGIA PACIFIC ENMOTION WALL MOUNT AUTOMATED FS TO MARKET ATMOSPHERE RECYCLED RUBBER FLOORING ACCENT; �--�,) TOUCHLESS TOWEL DISPENSER MFG ITEM# 59462 ® EXHAUST FAN RE: INTERIORS SPEC. CD P -LAM TOILET PARTITIONS - RE: INTERIORS SPEC. 10 SOLID SURFACE COUNTER TOP & BACKSPLASH - RE: INTERIORS SPEC. Q 6" RECESSED CAN LIGHT q._0.. CEILING HEIGHT -- e� M z c D � < W w�M t 0 0 W o M U O �w a a M VI o = o Z P Q F U — M Y w Z v U w - - z " o U to z 2 DELETE LOCKERS 3 -25 -09 1 PLAN REVIEW COM. 3 -3 -09 CONSTRUCTION DWGS 2 -17 -09 PLAN REVISIONS 12 -10 -08 FINISH CLARIFICATIONS 8 -13 -07 PERMIT 05 -01 -07 ISSUED FOR: DATE: rl E AIR �� " R E L " THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. c0 2009 MELICK ASSOCIATES, INC. FLOOR FINISHES: CEILINGS: TOILET ACCESSORIES LEGEND REFLECTED CEILING LEGEND DIMENSION FLOOR PLAN NOT USED (�1 BOBRICK B -5806 -1 1/4" DIA. SATIN - FINISH STAINLESS STEEL GRAB BAR W/ PEENED GRIPPING 11 FIBERGLASS REINFORCED PLASTIC (FRP) F1 C1 CEILING OPEN TO STRUCTURE ABOVE SURFACE. 36 OR 42 LENGTH, AS INDICATED, MOUNTED AT 33 -36 ABOVE FINISHED FLOOR. 2 X 4 SURFACE MOUNTED FLOURESCENT QS SURFACE MOUNTED CAN LIGHT 1! SURFACE MOUNTED TOILET TISSUE DISPENSER. GEORGIA PACIFIC VISTA JUMBO JR. TWIN BABY CHANGING STATION - BOBRICK KOALA KARE KB100 -00 FIXTURE 5 /8" GYPSUM BOARD ON FURRING AS --- �' BATHROOM TISSUE DISPENSER - MFG ITEM #58250. ADA MOUNTING HEIGHTS PER MFG. 12 _ C2 REQUIRED ATTACHED TO BOTTOM CHORDS SUPPLY AIR; RE: MECH. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL. BOBRICK B -254 WALL COVERING - RE: INTERIORS SPEC. F2 TO MARKET ATMOSPHERE RECYCLED RUBBER FLOORING; RE: OF ROOF TRUSSES ABOVE 3 ADA MOUNTING HEIGHTS PER MANUFACTURER. ONE PER STALL AT WOMENS RESTROOM. 13 INTERIORS SPEC. C3 2' -0" X 4' -0" SUSPENDED ACOUSTICAL CEILING TILE _._../ 1/4" GLASS MIRROR ADHERED TO WALL W/ WOOD FRAME 14 DECORATIVE WALL SCONCE - FORECAST LIGHTING F3512 -36U ,E 4' -0" LONG WALL MOUNTED FLOURESCENT `~` / FIXTURE CONCRETE W/ INTEGRAL COLOR AND HEAVY BROOM FINISH WALL MOUNTED SOAP DISPENSER. - KIMBERLY CLARK KCC92195 - SERIES -1 WINDOWS DRINKING FOUNTAIN - ELKAY EZS4 F3 CD 1000 ML 1 /PK. PRE -DRILL MIRROR PER TEMPLATE FOR SOAP DISPENSER. 15 (1 ADA DECORATIVE WALL SCONCE EXHAUST/ RETURN AIR; RE. MECH. 4000 PSI INTERLOCKING CONCRETE PAVERS ON BEDDING SAND ROOFS: CD HAND DRYER - EXCEL DRYER, INC. - XLERATOR HAND DRYER 16 MOP SERVICE BASIN i F4 ON COMPACTED AGGREGATE BASE ON COMPACTED SOIL J A SUBGRADE. RE: CIVIL DETAIL RE: Al .1 FOR EXTENT OF HYDRONIC CLASS W ASPHALT SHINGLES OVER ICE AND WATER SHIELD OVER GLOVE SHELF I WALL MOUNTED EXIT LIGHT HEATING R1 PPLYWOOD SHEATHING STRUCTURAL) R -38 BATT INSULATION ON ROOF ( "--- `) I /'-b` PAPER TOWEL DISPENSER - GEORGIA PACIFIC ENMOTION WALL MOUNT AUTOMATED FS TO MARKET ATMOSPHERE RECYCLED RUBBER FLOORING ACCENT; �--�,) TOUCHLESS TOWEL DISPENSER MFG ITEM# 59462 ® EXHAUST FAN RE: INTERIORS SPEC. CD P -LAM TOILET PARTITIONS - RE: INTERIORS SPEC. 10 SOLID SURFACE COUNTER TOP & BACKSPLASH - RE: INTERIORS SPEC. Q 6" RECESSED CAN LIGHT q._0.. CEILING HEIGHT ; � I � I � � i I 1, � 1� I I ii i � � i 1� , � , I , i i � � � � � (D(D (D (D (D (D ED (E) 'I (E) 0 C) 000 0 0 O(D 0 (DO I ! i I i I i � i � i I i � � � I i i J i i 00 I i � I � � I i I i I I � i i � i I � � I j I i i / i i i � T I I 1, i � ) I z ; , 1 i i I � I i i I I � � I i ,I I � � \ � I i i \ : � I I � � � I I i I i I // 1 i \1; 1 � 1 i 2 \ i � i \ � / I \ ! 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I - _-J, , I i =11"_j ----,---- @ - _ ' __ I - - - __j , _�.___ I I- (' I-f--,I I -- -_ )_ - +_ 7 ,=__,_11 ---------- e 7-7, - 11 - __ - 1___ i I i I I i ___ - � � , - - I___ _`l______1 i______ 11 7 _ I I I I I � I __ .. -- �- , _1 --, ,_____r,___ I ___ -----I f - - , _7 I : F_ __k_____�____ ; _,___� � ----) __-E__,__1, --'= I , .- � -/ . - HEAT TRACED PORTION OF �� ,�= _4 --- ... ------ -, __� j=.=- 1 1 1 1 I I -----I - _�� 1____� - - ,__= __4 ____ --- --- I 1 I T I ROOF BELOW SNOW FENCES, HEAT TRACED I I I I 1 I i V-1--- I i I I I I I i TYP. I I � I GUTTER AND 1 � I I I t ! i � I I i I I 1 t I I I i i i I I I I � I I I I 'SNOW GUARDS, INSTALL PER ; I DOWNSPOUT I I I i i i I I I I i � I � I � I I I I i I i I I I I i I i i i I FG. RECOMMENDATIONS. � I I I I I I I I I i I I � I I 1 i I � i ! E: SPEC. A10.1 I I i � � i i I i I � i i I � I I i f I i � I I i i I i i I i i I I ! I I i ! I i I I 1 i � I i I I I i I I I i i I I i I I i I I i I i i � I I I � I 1 I I I � ! 1 � i I i I � I � I i I � � i I I I I I 1 I i k � i I 4 � I I i I � I � I I i i I I i I i � ; I i i i I � � I I I i I I I I � /2 � Y'443 IV N�_ �l I i . it CONSTRUCTION DWGS 2-17-09 FINISH CLARIFICATIONS 8-13-07 PERMIT 05-01-07 ISSUED FOR: DATE: 1?11,,,�, "t" - , 1441, ut , _ 41 11,10 SUMMER ri_`�� ROOF PLAN , , 10 ft � - �3-'1111111111.111R,111 I - WINTER A2.2 SCALE: 114 " =1' -0" z . , I . -, . . " lo, (. . 30, 23 . 1� 2 ,I; �11"l - --, `!& 'v 'e�v_ 1 .11 Ir- 1_�,,_,��_,��"� " .1110,04 11--, . -1-.1 I THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT, VISUAL CONTACT WITH THESE � I DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN I DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND � CONDITIONS SHOWN BY THESE DRAWINGS. @ 2009 MELICK ASSOCIATES, INC. WALLS: FLOOR FINISHES: CEILINGS: . TOILET ACCESSORIES LEGEND � REFLECTED CEILING LEGEND ROOF PLAN 2x4 WD STUDS @ 16-T O.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE (BOTTOM OF 40 TRUSS). (USE WATER RESISTANT AT RESTROOMS AND ALL WET AREAS.) FURRED WALL; 2x6 WD STUDS 9 16" O.C. W/ 5/8" GYPSUM BOARD ON ONE SIDE TO UNDERSIDE. (USE WATER RESISTANT GYP. BD AT 0 RESTROOMS AND ALL WET AREAS.) NOT USED 0 CEILING OPEN TO STRUCTURE ABOVE 0 (i) BOBRICK B-5806 -1 1/41, DIA. SATIN-FINISH STAINLESS STEEL GRAB BAR W/ PEENED GRIPPING SURFACE. 3611 OR 42" LENGTH, AS INDICATED, MOUNTED AT 33-36- ABOVE FINISHED FLOOR.- (1D FIBERGLASS REINFORCED PLASTIC (FRP) 2 X 4 SURFACE MOUNTED FLOURESCENT FIXTURE os SURFACE MOUNTED CAN LIGHT CD SURFACE MOUNTED TOILET TISSUE DISPENSER. GEORGIA PACIFIC VISTA JUMBO JR. TWIN C:D - BABY CHANGING STATION - BOBRICK KOALA KARE KB 1 00-00 BATHROOM TISSUE DISPENSER - MFG ITEM #58250. ADA MOUNTING HEIGHTS PER MFG. T MARKET ATMOSPHERE RECYCLED RUBBER FLOORING; RE: 0 NOT ES SPEC. . 2x4 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8' GYPSUM BOARD EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE (BOTTOM OF 40 TRUSS). (USE WATER RESISTANT AT RESTROOMS AND ALL WET 0 5/8" GYPSUM BOARD ON FURRING AS REQUIRED ATTACHED TO BOTTOM CHORDS 40 OF ROOF TRUSSES ABOVE I SUPPLY AIR; RE: MECH. CD SURFACE MOUNTED SANITARY NAPKIN DISPOSAL. BOBRICK B-254 ADA MOUNTING HEIGHTS PER MANUFACTURER. ONE PER STALL AT WOMENS RESTROOM. Cl D3 WALL COVERING - RE: INTERIORS SPEC. CD 1/4" GLASS MIRROR ADHERED TO WALL W/ WOOD FRAME CD DECORATIVE WALL SCONCE - FORECAST LIGHTING F3512-36U AREAS.) PROVIDE SOUND BATT INSULATION INSULATION. C3 7-0" X 4'4' SUSPENDED ACOUSTICAL CEILING TILE I - I � 4'-0" LONG WALL MOUNTED FLOURESCENT FIXTURE 2x6 WD STUDS 9 16" O.C. W/ (1) LAYER OF 5/8' GYPSUM BOARD EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE. (USE WATER 0 RESISTANT AT RESTROOMS AND ALL WET AREAS.) 0 CONCRETE W/ INTEGRAL COLOR AND HEAVY BROOM FINISH 0 (D WALL MOUNTED SOAP DISPENSER. - KIMBERLY CLARK KCC92195 - SERIES-I WINDOWS 1 000 MIL 1 /PK. (a) DRINKING FOUNTAIN - ELKAY EZS4 2x6 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8' GYPSUM BOARD EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE. (USE WATER 0 0 ROOFS: 9 ADA DECORATIVE WALL SCONCE EXHAUST/ RETURN AIR; RE: MECH. A2,2 (D HAND DRYER -EXCEL DRYER, INC. - XLERATOR HAND DRYER (a) MOP SERVICE BASIN . 4000 PSI INTERLOCKING CONCRETE PAVERS ON BEDDING SAND ON COMPACTED AGGREGATE BASE ON COMPACTED SOIL 0 RESISTANT AT RESTROOMS AND ALL WET AREAS.) PROVIDE SOUND BATT INSULATION INSULATION. SUBGRAIDE. RE: CIVIL DETAIL RE: Al. 1 FOR EXTENT OF HYDRONIC HE CLASS ASPHALT SHINGLES OVER ICE AND WATER SHIELD OVER PLYWOOD SHEATHING W/ R-38 BATT INSULATION ON ROOF 0 CD GLOVE SHELF I� WALL MOUNTED EXIT LIGHT TO MARKET ATMOSPHERE RECYCLED RUBBER FLOORING ACCENT; 0 RE: INTERIORS SPEC. (D PAPER TOWEL DISPENSER - GEORGIA PACIFIC ENMOTION WALL MOUNT AUTOMATED TOUCHLESS TOWEL DISPENSER MFG ITEM# 59462 a EXHAUST FAN (2) ROWS OF 2x4 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" 40 GYPSUM BOARD EACH SIDE TO UNDERSIDE OF STRUCTURE 0 TRUSSES (RE: STRUCTURAL) - ABOVE, (USE WATER RESISTANT AT RESTROOMS AND ALL WET I (D P-LAM TOILET PARTITIONS - RE: INTERIORS SPEC. I AREAS.) PROVIDE SOUND BATT INSULATION INSULATION. I I I 0 6" RECESSED CAN LIGHT 9•_01• CEILING HEIGHT - (10 ) I SOLID SURFACE COUNTER TOP & BACKSPLASH - RE: INTERIORS SPEC. (A C) C) A. C)Q B. 2 B. (E) 0 C. 000 D. D. O(D 0 (30 00 68'-5 1/8" 1 1 i 15,-10 1/8" 15,_10 1/8" j 12'-2 5/�6 2'-2 5/16" 7 a 12'-2 516" 11'-10 1/4" 4'-10 9/16" 4'-10 9/16" 1 4'-10 9/16" ;V 4'- 9 3/16 4'—g 3/16" 1 4 -9 3/16" 4 -9 1�/l 6" 4'-9 3/16" 4'-9 1/4" 4'- 9 1/8 ��8" 4'-9 3/16" 1 4 4'- 10 9/16" 1 5'- 2 4,'I I 4, .4- ------------ cy —4 -j 9 __V (D N 31- Cf 213" f Lu EQ. 4--01' 0 L A EQ. 4 -3" Lu EQ. L 1 d2 Lu Lu ------ 0 Lu _j ! LEn _T2 3 C? Lu <�2>', ui 9.. C? T-1 EQ. Lu EQ. d j Q. EQ, I 4 ii 1 ( 1 t T ` 6 I EQ. EQ. EQ. En C? U.1 L 5 II 6 <C 1 1 EQ. EQ. 7— 17 F I CID 11 1 Lu 1 -_ – Lu Lu _ —7— __ H1 9 00 4��o� Lu o I Lu EQ. 6' -0" 00 i i @ IQQE I Ej Eq- L 16'-0" EQ. I 0 N 1 it 4-405 N L i - c _" — CO2 Fl(� 7 I u P; 0 :4 C9 D (9--o'.) d EQ. 6'-0" EQ. 13 u 1 INTAKE AND EXHAUST VENTS, CENTER BETWEEN J L� N I C? BEAMS ON SOFFIT, I MECH. RE: uo F 1.________�111__ ---I-.--- -------- __________ __+ 61-0" I ___ .'____ L _1________________' I 7. 108 EQ. r EQ. 2 d z o co EQ EQ 0 91 (C >2 . 1 CS r < & 0 u < M (D Lu j/ 11 W _c i 3 0 (o 0 � u / 1) < o Z u z 4- ---- ---- - - ---------- Al— T" LULAM BEAM EXTENSIONS, TYPICAL REFLECTED CEILING PLAN SCALE: 1/4"= 1'-0" CONSTRUCTION DWGS 2-17-09 FINISH CLARIFICATIONS 8-13-07 PERMIT 05-01-07 ISSUED FOR: DATE: %, �a t n t 0 p 0: q., c SUMMER ry as WINTER z THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT, VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 2009 MEUCK ASSOCIATES, INC. WALLS: FLOOR FINISHES: CEILINGS: TOILET ACCESSORIES LEGEND REFLECTED CEILING LEGEND REFLECTED CEILING PLAN 0 2x4 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE (BOTTOM OF TRUSS). (USE WATER RESISTANT AT RESTROOMS AND ALL WET FURRED WALL; 2x6 WD STUDS 9 16" O.C. W/ 5/8" GYPSUM BOARD ON ONE SIDE TO UNDERSIDE. (USE WATER RESISTANT GYP. BD AT 0 RESTROOMS AND ALL WET AREAS.) NOT USED CEILING OPEN TO STRUCTURE ABOVE BOBRICK B-5806 -1 1/4" DIA. SATIN-FINISH STAINLESS SURFACE. 36" OR 42" LENGTH, AS INDICATED, MOUNTED STEEL GRAB BAR W/ PEENED GRIPPING AT 33-36' ABOVE FINISHED FLOOR. FIBERGLASS REINFORCED PLASTIC (FRP) 2 X 4 SURFACE MOUNTED FLOURESCENT FIXTURE os SURFACE MOUNTED CAN LIGHT SURFACE MOUNTED TOILET TISSUE DISPENSER. GEORGIA PACIFIC VISTA JUMBO JR. TWIN BABY CHANGING STATION - BOBRICK KOALA KARE KB 100-00 40 AREAS.) 2x4 WD STUDS @ 16'0.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD EACH TRUSS) . I SDE (USE TO UNDR RESISTAN ERSIDE OF R AT OOF RESTROOMS AN STRUCTURE (BOTTOM WET AL OF WATET D L 0 5/8" GYPSUM BOARD ON FURRING AS REQUIRED ATTACHED TO BOTTOM CHORDS OF ROOF TRUSSES ABOVE BATHROOM TISSUE DISPENSER - MFG ITEM #58250. ADA MOUNTING HEIGHTS PER MFG. SUPPLY AIR; RE: MECH. TO E MA ORBS KET ATMOSPHERE RECYCLED RUBBER FLOORING; RE: INT SPEC. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL. BOBRICK B-254 ADA MOUNTING HEIGHTS PER MANUFACTURER. ONE PER STALL AT WOMENS RESTROO WALL COVERING - RE: INTERIORS SPEC. (D 1/4" GLASS MIRROR ADHERED TO WALL W/ WOOD FRAME DECORATIVE WALL SCONCE - FORECAST LIGHTING F3512-360- AREAS.) PROVIDE SOUND BATT INSULATION INSULATION. C3 2-0" X 4'-0" SUSPENDED ACOUSTICAL CEILING TILE $---'{ 4'-0" LONG WALL MOUNTED FLOURESCENT FIXTURE 2x6 WD STUDS @ lb" O.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD EACH SIE TO UNDERSIDE OF ROOF STRUCTURE. (USE WATER CONCRETE W/ INTEGRAL COLOR AND HEAVY BROOM FINISH CD WALL OUNED SOAP DISPENSER. - KIMBERLY CLARK 1000 MOON 1 /PK. KCC92195 - SERIES-1 WINDOWS (a) DRINKING FOUNTAIN - ELKAY EZS4 RESISTANT AT RESTROOMS AND ALL WET AREAS.) 2x6 WD STUDS g 16" O.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD ROOFS: "? ADA DECORATIVE WALL SCONCE EXHAUST/ RETURN AIR; RE: MECH. A3* I CD HAND DRYER - EXCEL DRYER, INC. XLERATOR HAND DRYER 16 MOP SERVICE BASIN 4000 PSI INTERLOCKING CONCRETE PAVERS ON BEDDING SAND EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE. (USE WATER RESISTANT AT RESTROOMS AND ALL WET AREAS.) PROVIDE SOUND ON COMPACTED AGGREGATE SUBGRADE. RE: CIVIL DETAIL RE: HEATING BASE ON COMPACTED SOIL Al. I FOR EXTENT OF HYDRONIC WALL MOUNTED EXIT LIGHT CLASS 'A' ASPHALT SHINGLES OVER ICE AND WATER SHIELD OVER PLYWOOD SHEATHING W/ R-38 BATT INSULATION ON ROOF GLOVE SHELF BATT INSULATION INSULATION. (2) ROWS OF 2x4 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" TRUSSES (RE: STRUCTURAL) F5 TO MARKET ATMOSPHERE RECYCLED RUBBER FLOORING ACCENT; (ID PAPER TOWEL DISPENSER - GEORGIA PACIFIC ENMOTION TOUCHLESS TOWEL DISPENSER MFG ITEM# 59462 WALL MOUNT AUTOMATED EXHAUST FAN GYPSUM BOARD EACH SIDE TO UNDERSIDE OF STRUCTURE ABOVE. (USE WATER RESISTANT AT RESTROOMS AND ALL WET WT8 RE: INTERIORS SPEC. P-LAM TOILET PARTITIONS - RE: INTERIORS SPEC. 6" RECESSED CAN LIGHT CEILING HEIGHT AREAS.) PROVIDE SOUND BATT INSULATION INSULATION. CT) SOLID SURFACE COUNTER TOP & BACKSPLASH - RE: INTERIORS SPEC. 00 0 ED E. 00 D. D. 00 0 000 (9 (9 00 0 2x4 ON 2x8 FASCIA (O_J ROOF RAKE AND EAVE, STAINED CLASS 1-11, ROOF SHINGLES PREFINISHED METAL SNOWFENCE GLULAM BEAMS W/ CURVED WOOD KICKERS, STAINED/ STUCCO SYSTEM W/ INTEGRAL COLOR i f -7 (D 0 0 _--j— 7-4 Lj' 1 1 H il Li 1 11A 1-11 11 a s 4 T T j _L I i [--j T'Ll _J T 0 u 5 L__�� L A4.1 t i. V —d- 7� - I- - , U - � � li___4j__�_�_�_�IL 11, 1 _1 I " J L L R E S T 1� 0 m S' !s t _4 21-0"' F L I T L 7 1 LL] 1�11 (B�j `c A9, .1 7 < L A 2�_,L_ L 0 0 q! IT FT /7- jr- _1- v D - — ----- UJI L - j L L jl� i0i F U/1- ILL -L +1 Al r- WOOD PANEL DOORS! W/ 2x8 WOOD HEAD TRIM, STAINED 2" 0 MTL HANDRAIL BEYOND, '7 PROVIDE SIGN W/ ADA ACCESSIBLE UNIVERSAL SYMBOL 1 8 - 2"0 STYLES SPADED EQ. (FIG. 703 7.21, 1) FOR RESTROOMS PER ANSI Al 17.1-19981 0111 FOR SUPPORT. CENTER TER ON SITE W LL. SECTION 70� CENTER BETWEEN DOORS NEW 2"0 MTL. HANDRAIL Z-&[� STAINED WOOD WINDOWS W/ 2x8 WOOD HEAD TRIM HEAT TRACED COPPEkj GUTTERS AND DOWNSPOUTS PAINT DK. BRONZE, SUBMIT COLO L AND VERTICAL STYLES EA. SIDE OF STAIR AND STONE SILL SAMPLE FOR APPROVAL. WOOD PANEL DOORS ARCHED WOOD HEAD TRIM, STAINED SITE WALL PAINT DK. BRONZE, SUBMIT WOOD SHUTTERS W/ DECORATIVE HINGES L STONE BASE - MATCH GONDOLA TERMINAL WALK BEYOND, HEAT TRACED COPPER GUTTERS AND DOWNSPOUT RE: PLANS COLOR SAMPLE FOR APPROVAL. DECORATIVE SCONCE LIGHT W1 CONCEALED CAMPING NOR EI I If 4= 4= .9 1 SCALE: 1/4"= 1'-o A. A. E) B. E) 0 G. G C. C) (2) 00 I CLASS 'A' RO O F SHINGLES 2x4 ON :&8 FASCIA @ ROOF RAKE AND EAVE, STAINED X I I I \\ED METAL SNOWFENCE GLULAM BEAMSW/ CURVED WOOD KICKERS, STAINED PREFINISH M STUCCO SYSTEM W/ INTEGRAL COLOR —7 1 -7 1 Ll L --- I L ------ I i-44 T_ _T --dul 1. L I 1 11 i if 'I H E" I _11141 1 -1, I N -AL- , it X-r, ILI H ;Till -.4 z�l t A4.1 F MT] T i 7 77' �Ar c� T.O. CMU 7 1 LL] 1�11 (B�j `c A9, .1 7 < L A 2�_,L_ L 0 0 q! IT FT /7- jr- _1- v D - — ----- UJI L - j L L jl� i0i F U/1- ILL -L +1 Al r- WOOD PANEL DOORS! W/ 2x8 WOOD HEAD TRIM, STAINED 2" 0 MTL HANDRAIL BEYOND, '7 PROVIDE SIGN W/ ADA ACCESSIBLE UNIVERSAL SYMBOL 1 8 - 2"0 STYLES SPADED EQ. (FIG. 703 7.21, 1) FOR RESTROOMS PER ANSI Al 17.1-19981 0111 FOR SUPPORT. CENTER TER ON SITE W LL. SECTION 70� CENTER BETWEEN DOORS NEW 2"0 MTL. HANDRAIL Z-&[� STAINED WOOD WINDOWS W/ 2x8 WOOD HEAD TRIM HEAT TRACED COPPEkj GUTTERS AND DOWNSPOUTS PAINT DK. BRONZE, SUBMIT COLO L AND VERTICAL STYLES EA. SIDE OF STAIR AND STONE SILL SAMPLE FOR APPROVAL. WOOD PANEL DOORS ARCHED WOOD HEAD TRIM, STAINED SITE WALL PAINT DK. BRONZE, SUBMIT WOOD SHUTTERS W/ DECORATIVE HINGES L STONE BASE - MATCH GONDOLA TERMINAL WALK BEYOND, HEAT TRACED COPPER GUTTERS AND DOWNSPOUT RE: PLANS COLOR SAMPLE FOR APPROVAL. DECORATIVE SCONCE LIGHT W1 CONCEALED CAMPING NOR EI I If 4= 4= .9 1 SCALE: 1/4"= 1'-o A. A. E) B. E) 0 G. G C. C) (2) 00 I CLASS 'A' RO O F SHINGLES 2x4 ON :&8 FASCIA @ ROOF RAKE AND EAVE, STAINED X I I I \\ED METAL SNOWFENCE GLULAM BEAMSW/ CURVED WOOD KICKERS, STAINED PREFINISH M STUCCO SYSTEM W/ INTEGRAL COLOR —7 1 -7 1 Ll L --- I L ------ I i-44 T_ _T --dul 1. L I 1 11 i if 'I H E" I _11141 1 -1, I N -AL- , it X-r, ILI H ;Till -.4 z�l t A4.1 F MT] SCALE: 1/4"= I'*' GAF ELK - CAMELOT CLASS "A" ROOF SHINGLES PREFINISHED METAL SNOWFENCE 0 (D C) 0 0 0 C27 GLULAM BEAMS W/ CURVED WOOD KR_KtKb, STAINED STUCCO SYSTEM W/ INTEGRAL "COLOR WOOD SHUTTERS W/ DECORATIVE HINGES, 2x8 HEAD TRIM, STAINED STONE BASE WOOD PANEL DOORS W/ 2x8 WOOD HEAD TRIM, STAINED 0(3 00 2x4 ON 2x8 FASCIA @ ROOF RAKE AND EAVE; STAINED LJ_ i_j _j ------ ]-t-J-41- L __A_j-L__tLL1- i it j 1A] T OVIDE MIN 4" CONCRETE FILLED STE �dOS F SCALE: 1/4"= I'-T GLULAM BEAMS W/ CURVED WOOD KICKtKb, STAINED 2x4 ON 2x8 ASCIA @ ROOF RAKE, AND EAVE, i STAINED ST6c,,, 0 SYSTEM INTEGRACCOLOR GAF ELK - CAMELOT CLASS NA' ROOF SHINGLES PREFINISHED METAL SNOWFENCE PROVIDE MIN 4" NC E FILLED _ STEEL BOLLARDS AT GAS METER, PAINT DK. BROZE, SUBMIT COLOR FOR APPROVAL. MAX. co r EAST ELEVATION A4. SCALE: 1/4"= 1'-0' 7F L--j- STAINED WOOD WINDOWS'W/ 2x8 WOOD HEAD TRIM AND STONE SILL DECORATIVE SCONCE LIGHT W/ CONCEALED LAMPING HEAT TRACED COPPER GUTTERS AND DOWNSPOUT ROOF RIDGE+ EL. 117' -2 3/4' (8140,9') EAVE ELEVATION EL. 109'-9" (8133.5') -r T i 7 77' ------------ c� T.O. CMU 2 EL. 107-4' (8131.1') APPLIED WOOD PANEL DOORS W/ ARCHED wvvu HEAD TRIM, 01 SNOW LINE SOUTH ELEVATION 01 SCALE: 1/4"= I'*' GAF ELK - CAMELOT CLASS "A" ROOF SHINGLES PREFINISHED METAL SNOWFENCE 0 (D C) 0 0 0 C27 GLULAM BEAMS W/ CURVED WOOD KR_KtKb, STAINED STUCCO SYSTEM W/ INTEGRAL "COLOR WOOD SHUTTERS W/ DECORATIVE HINGES, 2x8 HEAD TRIM, STAINED STONE BASE WOOD PANEL DOORS W/ 2x8 WOOD HEAD TRIM, STAINED 0(3 00 2x4 ON 2x8 FASCIA @ ROOF RAKE AND EAVE; STAINED LJ_ i_j _j ------ ]-t-J-41- L __A_j-L__tLL1- i it j 1A] T OVIDE MIN 4" CONCRETE FILLED STE �dOS F SCALE: 1/4"= I'-T GLULAM BEAMS W/ CURVED WOOD KICKtKb, STAINED 2x4 ON 2x8 ASCIA @ ROOF RAKE, AND EAVE, i STAINED ST6c,,, 0 SYSTEM INTEGRACCOLOR GAF ELK - CAMELOT CLASS NA' ROOF SHINGLES PREFINISHED METAL SNOWFENCE PROVIDE MIN 4" NC E FILLED _ STEEL BOLLARDS AT GAS METER, PAINT DK. BROZE, SUBMIT COLOR FOR APPROVAL. MAX. co r EAST ELEVATION A4. SCALE: 1/4"= 1'-0' 7F L--j- STAINED WOOD WINDOWS'W/ 2x8 WOOD HEAD TRIM AND STONE SILL DECORATIVE SCONCE LIGHT W/ CONCEALED LAMPING HEAT TRACED COPPER GUTTERS AND DOWNSPOUT ROOF RIDGE+ EL. 117' -2 3/4' (8140,9') EAVE ELEVATION EL. 109'-9" (8133.5') -r co c� T.O. CMU 2 EL. 107-4' (8131.1') STONE CAP AT WALLS 01 01 NEW 2"0 MTL. HANDRAIL AND VERTICAL STYLES CENTERED ON NEW SITE WALL. C*4 FIRST FLOOR ELEVATION EL. 100--0" = (8123.75') :)CKERS NEW 2"0 MTL. HANDRAIL AND VERTICAL STYLES EA. SIDE OF STAIR, ROOF RIDGE EL. 117-2 3/4" (8140.9') ROOF RIDGE A, EL. 11 T-2 3/4" (8140.9') EAVE ELEVATION EL. 1109--9" (8133.5') Y FIRST FLOOR ELEVATION EL. 100'-0" (8123.76) (D 0 ROOF RIDGE EL. 11 T-2 3/4" (8140.9') EAVE ELEVATION EL. 109'-9 (8133.5') T.O. CMU L EL. 1074- (8131.1') T 01 i L I it 0 r ]FIr, Vet .. ---€ .-, +- 1 -1 L co FIRST FLOOR ELEVATION . L 4 F� F I CD . . . . ...... EL. 100'-0" = 8123.75') Tr(T— GAS METER RE: MECH PROVIDE MIN 4" CONCRETE FILLED STEEL BOLLARDS Y AT GAS METER co L/ 41-011 MAX. SONOTUBE FOOTING A MIN. IL L 1-JI-1-11L F-T I i i 11 a1i J t i EAVE ELEVATION EL. 109'-9" (8133.5') co -7 T.O. CMU EL. 1074' (8131.1') STONE CAP AT WALLS 0� 0 . I NEW 2"0 MTL. HANDRAIL Aw AND VERTICAL STYLES D L 4 L C? __j — 'I ) - — CENTERED ON _"Pi IF Tr NEW SITE WALL. it i ==11L m FIRST v !j14 FLOOR ELEVATION L j ___7 it ML7 r IF) t - 77 71 7 7�,' L_j EL. 100--0" (8123.76) -E -j, Ji 1; A WEST ELEVATION GAS METER RE: MECH. AND VERTICAL STYLES EA. SIDE OF STAIR, 7 SNO IKEI\��,l PAINT DK. BRONZE, SUBMIT STONE BASE -MATCH GONDOLA TERMINAL WAL COLOR SAMPLE FOR APPROVAL. A4.1 ) 01 rn co C14 01 CV C? N 3 A8.2 5111 2 41 41� 1,0 511 a i 2 t 3 A9.1 T- L L-) _j 3'-0" FALSE STAP HINGE A8.2 ENLARGED APPLIED DOOR ELEVATION SCALE: 1/2" = 1'-0" 101-411 (FIG. 703.7.2.1) FOR RESTROOMS PER ANSI Al 17.1-1998 SECTION 703 CENTER BETWEEN DOORS SCALE: 1/2" = 1'0" 3" 311 VARIES, RE: Al 0.1 A SCALE: 1/2" = 1'*' 00 1.8 (2 0 0 0 0 (9 4.9 (5 CLASS 'AlI ROOF SHINGLES GhULAM B �AMS W/ CURVED WOOD KICKER , STAINED —7 2x4 ON 2X8 FASCIA ci ROOF 0 STUCCO SYSTEM W/ INTEGRAL COLOR -� I RAKE AND EAVE, STAINED [NED _j__L i it I j if it 4 A4.1 L Lull T_ L LJ J it L F It !1 T APPLIED WOOD PANEL DOORS W/ ARCHED WOOD HEA, TRIty1, STAINED SNOW LINE ROOF RIDGE EL. 11 T-2 3/4' (8140.9) EAVE ELEVATION EL. 109'-9" (8133.5') Y co F, c� WOOD SHUTTERS W/ DECORATIVE HINGES, 2x8 HEAD TRIM, STAINED FIRST FLOOR ELEVATION 0 NY o to M 0 0 < 0 U h D 6 < 0 V) n o Z u U 2\ DELETE LOCKERS 3-25-09 IX PLAN REVIEW COM. 3-3-09 CONSTRUCTION DWGS 2-17-09 FINISH CLARIFICATIONS PERMIT 05-01-07 ISSUED FOR: DATE: tsts1121111f 01: C04o o - K % • 4 "A. eg ormy It THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS, CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. cQ 2009 MELICK ASSOCIATES, INC. ELEVATIONS A4,1 LONGITUDINAL SECTION SCALE: 3/8"= P-0" TRANSVERSE SECTION SCALE: 3/8"= P-O" (D J15T.O. PLATE I 0q'-0" T.O. WINDOW 107-2" WINDOWSILL 103'-0" frr T.O. PLATE 109' -0" T.O. STONE BASE 103-0" FINISHED FLOOR 4k FINISHED FLOOR 100'-0" j, GRADE VARIES CRAWLSPACE 96'-3" j, CRAWLSPACE 95-41' IE': T''Fl, LONGITUDINAL SECTION SCALE: 3/8"= P-0" TRANSVERSE SECTION SCALE: 3/8"= P-O" (D J15T.O. PLATE I 0q'-0" T.O. WINDOW 107-2" WINDOWSILL 103'-0" TRANSVERSE SECTION SCALE: 3/8"= P-0" I 0 Z V 0 Q) • w 0 N 14- J I Ing ❑ V ❑ 0 0 5 < D ❑ Z Z Z THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENTOF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SMALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. @ 2009MELICK ASSOCIATES, INC. BUILDING SECTIONS A5,1 4k FINISHED FLOOR 1001-011 IE': T''Fl, ir 1 [-a CRAWLS/ACE 96'-3/ OL C�AWLSPACE 95' -4° TRANSVERSE SECTION SCALE: 3/8"= P-0" I 0 Z V 0 Q) • w 0 N 14- J I Ing ❑ V ❑ 0 0 5 < D ❑ Z Z Z THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENTOF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SMALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. @ 2009MELICK ASSOCIATES, INC. BUILDING SECTIONS A5,1 0 r3 0 0 0 o 4r 1 Ef GLULAM BEAM EXTENSIONS W/ - GLULAM BEAM EXTENSIONS W/ ARCHED KICKERS, STAINED ARCHED KICKERS, STAINED z 2 COAT STUCCO SYTEM OVER '21 09 LAYERS 15# FELT PAPER OVER ZK I EXTERIOR GRADE SHEATHING C V R 2x6 WD STUDS @ 16" O.C. W/ R-'9 BATT INSULATIO N AND 8" GYP. OVER VAPOR BARRIER @ INTERIOR 2 COAT STUCCO SYTEM OVER (2) LAYERS 15# FELT PAPER OVER GAF ELK - CAMELOT CLASS "A" SHINGLES OVER ICE AND WATER SHIELD OVER PLYWOOD SHEATHING OVER R-38 BATT INSULATION OVER ROOF TRUSSES (RE: STRUCTURAL) A8.1 EXTERIOR GRADE SHEATHING OVER 2x6 WD STUDS @ 16" O.C. W/ R -19 BATT INSULATION AND 8' GYP. OVER VAPOR BARRIER @ INTERIOR — ----- x> 12 5 k y AI -------- ob T.O. WALL 1. A A A A "A' 109' -0" A + _T _j LS X/ `2 j; APPLIED ARCHED WD DOOR OL T.O. WINDOW it V N EL. 1072" 2 COAT STUCCO SYTEM OVER (2) LAYERS 15# FELT PAPER OVER 2 EXTERIOR GRADE SHEATHING OVER 2x6 WD STUDS @ 16" O.C. W/ R -19 BATT INSULATION AND 8 GYP. OVER VAPOR BARRIER I@ INTERIOR H 5 u z o r7 tf"000" ........... . )I 2 T, APPLIED SHUTTERED WINDOW \A8.2 0 < 0 u 0 II , Ll o z < 7 Z Z us u Z < /101 9 A8.1 H OL WINDOW SILL EL. 1031-0" OL WINDOW SILL A P < EL, 103-0" 4000 PSI INTERLOCKING CONCRETE 11 I STONE BASE W/ MASONRY TIES W/ (2) LAYERS 15# FELT PAPER OVER PAVERS ON BEDDING SAND ON COMPACTED AGGREGATE BASE ON j COMPACTED SOIL SUBGRADE, RE: STONE BASE W/ MASONRY TIES ON (2) LAYERS 15# FELT PAPER OVER EXTERIOR GRADE SHEATHING OVER I = i 2x6 WD STUDS @ 16" O.C. W/ R 19 7- CIVIL DETAILS EXTERIOR GRADE SHEATHING OVER 2x6 WD STUDS @ 16" O.C. W/ R-1 9 BATT INSULATION AND 'GYP. OVER / VAPOR BARRIER @ INTERIOR BATT INSULATION AND GYP.OVER VAPOR BARRIER @INTERIOR x Z2� DELETE LOCKERS 3-25-09 JH*L� rl 4 A8.1 HYDRONIC HEAT SYSTEM TO BE A8.2 NPLAN REVIEW COM. 3-3-09 Lill DESIGN BUILD, RE: S TEPLAN FOR CONSTRUCTION DWGS 2-17-09 EXTENTS [ �� FINISH CLARIFICATIONS 8-13-07 PERMIT 05-01-07 ;�•�� fi � � �� { � �> � ISSUED FOR: DATE: OIL LEVEL ONE t77 0 OL LEVEL ONE 77� 4 4 71 EL, 100-0" A�ll . -:::� L < F I q AL) 1\ na � & Y EL. 100'-0" STEEL ANGLE SUPPORT - 11 YU A -1 I I I I _7, IEEE! I m I I I I d i F-1 J 1_1 4 IT 1 111 11 111, - TIL K y /U( N76 zi 11 A.,v lle AQ <7 -Ed I FEII I [-E-1 I =_d I I_--! 1 E=1 F-d F-E! I !=_Ed i 1--7-T !--:-I I F-El I FEd 1 F-7--d I FE, J_ lj /�_k , 7_,rVr___ 7u FEE! iEd I Lf-:-! I E_d I 4 -1--t 41� i-1, kA IR oil. 0 OL GRADE d 1! ---I I k- El _T ti It zl T �d I i=d E__ 111 VARIES, RE: CIVIL PLAN 1 1 1 i:Hi I i Ei I E-A i B = _E! i i- I M i i-E! I i= --_-I I iEi <--l! i {l L J!- it, -....3932's 7 IL 0 04 EXTEND MOISTURE BARRIER UP FACE OF WALL TO UNDERSIDE OF JOISTS 4-f- (D U o z + DAMPROCIFING OVER REINFORCED CONCRETE FOUNDATION WALL W/ b, 2" RIGID INSULATION AND MOISTURE �_l + E 4 DAMPROCIFING OVER REINFORCED CONCRETE FOUNDATION WALL W/ 2" RIGID INSULATION AND MOISTURE Q � H � i � J T_ i � I BARRIER @ INTERIOR � 7, � BARRIER @ INTERIOR - I E — � - --- t � � THESE DRAWINGS AND SPECIFICATIONS AND THE DAMPROOFING OVER REINFORCED CONCRETE FOUNDATION WALL W1 ql_ __ u - u- _ I , I I_ F IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART 2" RIGID INSULATION AND MOISTURE F 0 �O - 4- I THEREOF SHALL BE COPIED, DISCLOSED TO BARRIER @ INTERIOR F A OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE IF- DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN --------- DIMENSIONS ON THESE DRAWINGS SHALL HAVE 41 4-4 _H PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE I T_ t JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 2009 MELICK ASSOCIATES, INC. 4 WALL SECTIONS 4 4 4 1 4 <I zi i 4 ' WALL SECTION 2 WALL SECTION ENTRY DOOR WALL SECTION OVERHEAD DOOR 4 WALL SECTION GABLE END SCALE: 1 1' -0" Ab.1 SCALE: I" = 1' -0" A6. l SCALE: I" = P-O" A6.1 SCALE: I" = P-0" 00 s As,2 i 1l; I jlr�lI�Hl N + � T.O. CMU WALL _ ____ ___ _ I t ti (I�l ii it co OL — — �1 EL. 107.4° 1 ° j _`_ 1 % z w W a O o I f / r 0 ro o 0 o q 0 X Q � x O t7 i < O z ° V r5 i V w _ — o w V + 1 / i t � f f i i C+ Al ,. 2 f.; ,I��.l;;•� 1 DELETE LOCKERS 3 -25 -09 PLAN REVIEW COM. 3 -3 -09 CONSTRUCTION DWGS 2 -17 -09 FINISH CLARIFICATIONS 8 -13 -07 PERMIT 05 -01 -07 +! 1 ISSUED FOR: DATE: LEVEL ONE EL. 100' -0" la.rl ))�`� ? r,~r4y 0?1 ,� 4 (I �• m se e � €lam1{II j _ill I1 117--_1 iP=i GRADE _ �IC1. �I€ _ HEH1I1- ifi -!� hr �ii1 �� =� VARIES ' RE: CIVIL PLAN i 1I1 ill =lIill 11,= t a11` {'l —�� li F l 1 G t 1 4{p��* p PIP 10 i- CONCRETE GRADE BEAM, RE: lilt + + THESE DRAWINGS AND SPECIFICATIONS AND THE _ IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN 3 i --....._-- 1_ (_._.. ' - PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO } _ -_ j ! OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN } PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL - -- ( CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN 1 DIMENSIONS ON THESE DRAWINGS SHALL HAVE j PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE j JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. (} 2009 MELICK ASSOCIATES, INC. ll WALL SECTIONS t� L i t { A6.2 1 WALL SECTION c7 GABLE END; A6.2 SCALE: 1 " = P -0" I d ¢ CN A 8 6 8 2 MENS RESTROOM INTERIOR ELEVATION SCALE: 1/4" = P -0" C C 2 2 U- v) ¢Ors J z WALLS: � PROVIDE BLOCKING @ O SOAP DISPENSER ¢ LOCATIONS. u� AREAS.) Amok 2x4 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD l EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE (BOTTOM OF WALL COVERING - RE: INTERIORS SPEC. TRUSS). (USE WATER RESISTANT AT RESTROOMS AND ALL WET CD AREAS.) PROVIDE SOUND BATT INSULATION INSULATION. 1 q 2x6 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD WT2 EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE. (USE WATER CDWALL RESISTANT AT RESTROOMS AND ALL WET AREAS.) (omo '• a a�[�s � �, '• �� '• it EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE. (USE WATER HAND DRYER - EXCEL DRYER, INC. - XLERATOR HAND DRYER ,Y..r. 3 ..� I��a��.� \ I= I WT3 O ABOVE. (USE WATER RESISTANT AT RESTROOMS AND ALL WET PAPER TOWEL DISPENSER - GEORGIA PACIFIC ENMOTION WALL MOUNT AUTOMATED TOUCHLESS TOWEL DISPENSER MFG ITEM# 59462 AREAS.) PROVIDE SOUND BATT INSULATION INSULATION. 4 P -LAM TOILET PARTITIONS - RE: INTERIORS SPEC. t0 rr . i A 8 6 8 2 MENS RESTROOM INTERIOR ELEVATION SCALE: 1/4" = P -0" C C 2 2 U- v) ¢Ors J z o '° �U k' \-(D A . cl- 2 2 2 WOMENSrRESTROOM INTERIOR ELEVATION SCALE: 1/4" = P -0" A8.2 t 00 co I? tfy 00 co C? I� C PER TEMPLATE DISPENSER. 2' 0° b 8 EQ. EQ. 10 TYP. ! i LLL - _ c� Y Y f —T 4 F: Tog,+ I J FL _ { _I i` WALLS: � PROVIDE BLOCKING @ O SOAP DISPENSER ¢ LOCATIONS. u� AREAS.) Amok 2x4 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD l EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE (BOTTOM OF WALL COVERING - RE: INTERIORS SPEC. TRUSS). (USE WATER RESISTANT AT RESTROOMS AND ALL WET CD AREAS.) PROVIDE SOUND BATT INSULATION INSULATION. 1 q 2x6 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD WT2 EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE. (USE WATER CDWALL RESISTANT AT RESTROOMS AND ALL WET AREAS.) l 5 '• a a�[�s � �, '• �� '• it EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE. (USE WATER HAND DRYER - EXCEL DRYER, INC. - XLERATOR HAND DRYER ,Y..r. 3 ..� I��a��.� � � H ®d..�r• � WT3 GYPSUM BOARD EACH SIDE TO UNDERSIDE OF STRUCTURE ABOVE. (USE WATER RESISTANT AT RESTROOMS AND ALL WET PAPER TOWEL DISPENSER - GEORGIA PACIFIC ENMOTION WALL MOUNT AUTOMATED TOUCHLESS TOWEL DISPENSER MFG ITEM# 59462 AREAS.) PROVIDE SOUND BATT INSULATION INSULATION. CD P -LAM TOILET PARTITIONS - RE: INTERIORS SPEC. 0 t0 O o '° �U k' \-(D A . cl- 2 2 2 WOMENSrRESTROOM INTERIOR ELEVATION SCALE: 1/4" = P -0" A8.2 t 00 co I? tfy 00 co C? I� C PER TEMPLATE DISPENSER. 2' 0° b 8 EQ. EQ. 10 TYP. ! i LLL - _ c� Y Y f —T 4 F: Tog,+ I J FL _ { _I i` z 00 co M 4. tt Liu a LL- 11 ¢Oo '0 J z 1 A8.2 O R ¢ ¢ 0 ;; i co c� C. 14 6 b ) 7 '45 7 5 10 E. ! 00 -_ M � N N M rr r r r I I r i H N Y t / N p. i 7 W ! I A7.1 ° i D as o v ~ o __ w_ { 81.1 EM5RGENC� / 8 0 _ - -/ i _ RETROOM LU t 1 N "' ESTIBULE _-VESTIBULE' 7 f ,fI ' , i r �, -- I / f x 108 /r 4 4 o z a 8 FRAMELES ° ;a i IY � ,o � f uo ; max, Y � z e i co zr � 10 11 � � z 0 d m� N O 10 '",ate' rik,,;'",,k'.a�"at,h�.�" t_.° ._ :) Q ._ _ ' / �� y — - •--..- *' —•- - N - .. C`1 O A 1. I r__/ ---%- []- F' - -•._ <.. ,.. r -°—�l �o / % g: -r= _. l ! _.—.. 19 CV Z w C? �o �o *1 . . SCALE: 1/4" = P -0" WALLS: � PROVIDE BLOCKING @ O SOAP DISPENSER ¢ LOCATIONS. u� AREAS.) BABY CHANGING STATION - BOBRICK KOALA KARE KB 100-00 2x4 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD l EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE (BOTTOM OF z 00 co M 4. tt Liu a LL- 11 ¢Oo '0 J z 1 A8.2 O R ¢ ¢ 0 ;; i co c� C. 14 6 b ) 7 '45 7 5 10 E. ! 00 -_ M � N N M rr r r r I I r i H N Y t / N p. i 7 W ! I A7.1 ° i D as o v ~ o __ w_ { 81.1 EM5RGENC� / 8 0 _ - -/ i _ RETROOM LU t 1 N "' ESTIBULE _-VESTIBULE' 7 f ,fI ' , i r �, -- I / f x 108 /r 4 4 o z a 8 FRAMELES ° ;a i IY � ,o � f uo ; max, Y � z e i co zr � 10 11 � � z 0 d m� N O 10 '",ate' rik,,;'",,k'.a�"at,h�.�" t_.° ._ :) Q ._ _ ' / �� y — - •--..- *' —•- - N - .. C`1 O A 1. I r__/ ---%- []- F' - -•._ <.. ,.. r -°—�l �o / % g: -r= _. l ! _.—.. 19 CV Z w C? �o �o *1 . . SCALE: 1/4" = P -0" FURRED WALL; 2x6 WD STUDS @ 16" O.C. W/ 5/8" GYPSUM BOARD WT4 ON ONE SIDE TO UNDERSIDE. (USE WATER RESISTANT GYP. BD AT RESTROOMS AND ALL WET AREAS.) WT5 WT6 WT7 WT$ Z_ w M F1 NOT USED F2 TO MARKET ATMOSPHERE RECYCLED RUBBER FLOORING; RE: INTERIORS SPEC. F3 CONCRETE W/ INTEGRAL COLOR AND HEAVY BROOM FINISH 4000 PSI INTERLOCKING CONCRETE PAVERS ON BEDDING SAND Fq ON COMPACTED AGGREGATE BASE ON COMPACTED SOIL SUBGRADE. RE: CIVIL DETAIL RE: Al. I FOR EXTENT OF HYDRONIC HEATING F5 TO MARKET ATMOSPHERE RECYCLED RUBBER FLOORING ACCENT; RE: INTERIORS SPEC. 111114 961 MI IS I It .�� SCALE: 1/2" = P -0" NOT USED SCALE: 1/2" = P -0" C1 WALLS: �•� 2x4 WD STUDS @ 16" O.C. W 1 LAYER OF 5/8 GYPSUM BOARD WTl EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE (BOTTOM OF — TRUSS). (USE WATER RESISTANT AT RESTROOMS AND ALL WET C3 AREAS.) BABY CHANGING STATION - BOBRICK KOALA KARE KB 100-00 2x4 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD l EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE (BOTTOM OF WALL COVERING - RE: INTERIORS SPEC. TRUSS). (USE WATER RESISTANT AT RESTROOMS AND ALL WET CD AREAS.) PROVIDE SOUND BATT INSULATION INSULATION. 1 q 2x6 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD WT2 EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE. (USE WATER CDWALL RESISTANT AT RESTROOMS AND ALL WET AREAS.) l 5 2x6 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" GYPSUM BOARD EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE. (USE WATER HAND DRYER - EXCEL DRYER, INC. - XLERATOR HAND DRYER RESISTANT AT RESTROOMS AND ALL WET AREAS.) PROVIDE SOUND MOP SERVICE BASIN BATT INSULATION INSULATION. (2) ROWS OF 2x4 WD STUDS @ 16" O.C. W/ (1) LAYER OF 5/8" WT3 GYPSUM BOARD EACH SIDE TO UNDERSIDE OF STRUCTURE ABOVE. (USE WATER RESISTANT AT RESTROOMS AND ALL WET PAPER TOWEL DISPENSER - GEORGIA PACIFIC ENMOTION WALL MOUNT AUTOMATED TOUCHLESS TOWEL DISPENSER MFG ITEM# 59462 AREAS.) PROVIDE SOUND BATT INSULATION INSULATION. FURRED WALL; 2x6 WD STUDS @ 16" O.C. W/ 5/8" GYPSUM BOARD WT4 ON ONE SIDE TO UNDERSIDE. (USE WATER RESISTANT GYP. BD AT RESTROOMS AND ALL WET AREAS.) WT5 WT6 WT7 WT$ Z_ w M F1 NOT USED F2 TO MARKET ATMOSPHERE RECYCLED RUBBER FLOORING; RE: INTERIORS SPEC. F3 CONCRETE W/ INTEGRAL COLOR AND HEAVY BROOM FINISH 4000 PSI INTERLOCKING CONCRETE PAVERS ON BEDDING SAND Fq ON COMPACTED AGGREGATE BASE ON COMPACTED SOIL SUBGRADE. RE: CIVIL DETAIL RE: Al. I FOR EXTENT OF HYDRONIC HEATING F5 TO MARKET ATMOSPHERE RECYCLED RUBBER FLOORING ACCENT; RE: INTERIORS SPEC. 111114 961 MI IS I It .�� SCALE: 1/2" = P -0" NOT USED SCALE: 1/2" = P -0" C1 CEILING OPEN TO STRUCTURE ABOVE �•� 5/8" GYPSUM BOARD ON FURRING AS C2 REQUIRED ATTACHED TO BOTTOM CHORDS — OF ROOF TRUSSES ABOVE C3 2' -0" X 4' -0" SUSPENDED ACOUSTICAL CEILING TILE ROOFS: 0 FCLASS W ASPHALT SHINGLES OVER ICE AND WATER SHIELD OVER PLYWOOD SHEATHING W/ R -38 BATT INSULATION ON ROOF TRUSSES (RE: STRUCTURAL) UNISEX RESTROOM ELEVATIONS SCALE: 1/4" = P -0" TOILET ACCESSORIES LEGEND �•� BOBRICK B -5806 -1 1/4" DIA, SATIN - FINISH STAINLESS STEEL GRAB BAR W/ PEENED GRIPPING SURFACE. 36" OR 42" LENGTH, AS INDICATED, MOUNTED AT 33 -36" ABOVE FINISHED FLOOR. 11 FIBERGLASS REINFORCED PLASTIC (FRP) — CD1 SURFACE MOUNTED TOILET TISSUE DISPENSER. GEORGIA PACIFIC VISTA JUMBO JR. TWIN BATHROOM TISSUE DISPENSER - MFG ITEM #58250. ADA MOUNTING HEIGHTS PER MFG. 12 BABY CHANGING STATION - BOBRICK KOALA KARE KB 100-00 G:)r' ; SURFACE MOUNTED SANITARY NAPKIN DISPOSAL. BOBRICK B -254 ADA MOUNTING HEIGHTS PER MANUFACTURER. ONE PER STALL AT WOMENS RESTROOM. 13 WALL COVERING - RE: INTERIORS SPEC. CD 1 /4" GLASS MIRROR ADHERED TO WALL W/ WOOD FRAME 1 q DECORATIVE WALL SCONCE - FORECAST LIGHTING F3512 -36U CDWALL MOUNTED SOAP DISPENSER. - KIMBERLY CLARK KCC92195 - SERIES -I WINDOWS 1000 ML 1 /PK. l 5 DRINKING FOUNTAIN - ELKAY EZS4 C-;–�., �� HAND DRYER - EXCEL DRYER, INC. - XLERATOR HAND DRYER 16 MOP SERVICE BASIN GLOVE SHELF �� PAPER TOWEL DISPENSER - GEORGIA PACIFIC ENMOTION WALL MOUNT AUTOMATED TOUCHLESS TOWEL DISPENSER MFG ITEM# 59462 CD P -LAM TOILET PARTITIONS - RE: INTERIORS SPEC. 0 t0 SOLID SURFACE COUNTER TOP & BACKSPLASH - RE: INTERIORS SPEC. REFLECTED CEILING LEGEND 2 X 4 SURFACE MOUNTED FLOURESCENT OS SURFACE MOUNTED CAN LIGHT FIXTURE SUPPLY AIR; RE: MECH. 4' -0" LONG WALL MOUNTED FLOURESCENT FIXTURE CONSTRUCTION DWGS 2 -17 -09 FINISH CLARIFICATIONS 8 -13 -07 PERMIT 05 -01 -07 ISSUED FOR: DATE: ryfi 4 'M ll THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. @ 2409 MELICK ASSOCIATES, INC. INTERIOR ELEVATIONS ADA DECORATIVE WALL SCONCE EXHAUST/ RETURN AIR; RE: MECH. A7,1 WALL MOUNTED EXIT LIGHT 6° RECESSED CAN LIGHT 9._0.. CEILING HEIGHT EXHAUST FAN PAINTED STEEL SNOW FENCE, RE: — I /S2.2 FOR SIZE AND ATTACHMENT METHOD GAF ELK - CAMELOT CLASS 'IN' — SHINGLES OVER ICE& WATER SHIELD HEAT TRACE ROOF FROM — SNOWFENCE TO EAVE, RE: ROOF PLAN FOR LAYOUT SNOW CLIPS, RE: ROOF — PLAN FOR LAYOUT BASE LAYER OF ICE AND — WATER SHIELD LAP UNDER 2x4 EAVE TRIM AS SHOWN EXTEND BACK 2'-0" FROM EDGE OF ROOF< HEAT TRACED 4" HALF ROUND COPPER GUTTER AND DOWNSPOUT 7 COPPER GUTTER -J HANGER, ATTACH TO 4000 PSI INTERLOCKING CONCRETE SHEATHIN AND LAP PLYWOOD SHEATHING UNDER TOP LAYER COMPACTED AGGREGATE BASE ON OF ICE AND WATER MORTAR OF THE HEAD JOINT AND FASTEN TO SHIELD DETAIL ICE AND WATER SHIELD STAINED WOOD FASCIA STRIP VENI I <57-5 2-0" OVER nbp TRIM AS SHOWN AND � 2 COAT STUCCO SYTEM OVER (2) LAYERS l5#- FELT PAPER OVER EXTERIOR GRADE SHEATHING OVER 2x6VVD STUDS @)l6"(}.C.Y/ R-l9BATT INSULATION AND 8' GYP. OVER VAPOR BARRIER C@ INTERIOR COPPER WINDOW HEAD FLASHING, LAP UNDER FELT PAPER 2x8YYD HEAD TRIM, STAINED WD BLOCKING WINDOW HEADER, RE: 5TRUCT. YVD SHIM SPACE lxYYD TRIM, STAINED SEALANT DN BACKER ROD STAINED WOOD FIXED WINDOW ------� WINDOW HEAD DETAIL � * METAL COLLAR FLASHING, EXTEND TO UNDERSIDE OF 4000 PSI INTERLOCKING CONCRETE BOTTOM PIPE. LAP TOP LEG PLYWOOD SHEATHING OF FLSHG UNDER ICE AND COMPACTED AGGREGATE BASE ON WATER SHIELD AND LOWER MORTAR OF THE HEAD JOINT AND FASTEN TO LEG OVER BASE LAYER OF DETAIL ICE AND WATER SHIELD THE STUDS. CN BASE LAYER OF ICE AND I <57-5 WATER SHIELD LAP UNDER nbp TRIM AS SHOWN AND � EXTEND BACK 2'-0" FROM R-38 BATT INSULATION EDGE OF ROOF EXTEND UP WALL AND LAP UNDER COPPER DRIP FLASHING, LAP UNDER ICE AND EXTERIOR WATER SHIELD o ~ STAINED WOOD FASCIA VAPOR BARRIER GYP. BD. CEILING ATTACHED T] UNDERSIDE OF ROOF TRUSSES WD TRIM, STAINED o WINDOW HEAD d, ROOF RAKE DETAIL 2 COAT STUCCO 3YTEM OVER (D LAYERS l5# FELT PAPER OVER EX[E0{}R8RADESHEA7H|NG OVER 2x6VVD STUDS @l6"D.C.Y/ R-l98ATT INSULATION AND 8' GYP. OVER VAPOR BARRIER 9(NTE0DR COPPER WINDOW HEAD FLASHING, LAP UNDER FELT PAPER 2x8\VD ARCHED HEAD TRIM, STAINED, RE: A4.l FOR DIMENSIONS WD BLOCKING ARCHED WD APPLIED DOOR FRAME, STAIN lx6 VERTICAL T&G APPLIED DOOR PANEL, STAIN WINDOW HEADER, RE: STRUCT. EXTEND FELT PAPER BEHIND APPLIED DOOR TRIM T{} TOP OF DOOR FRAME LU Lu [� c� COPPER HEAD FLASHING, LAP UNDER FELT > 0 PAPER DuOnnc^u PRESSED METAL DOOR FRAME, PTD 1114 STAINED YYD PANEL DOOR RESTROOM DOOR HEAD DETAIL ALUMINUM CLAD WOOD WINDOW 2 COAT STUCCO SYTEM OVER (2) LAYERS 15* T SHIM SPACE FELT PAPER OVER EXTERIOR GRADE SHEATHING ALUMINUM CLAD SLOPED SILL EXTENSION SET IN SEALANT ON STONE CAP INSULATION A GYP. OVER VAPOR BARRIER SEALANT BEAD WD SILL, STAINED zo Z� SEALANT CUT STONE CAP, SLOPED I CUT STONE CAP, SLOPED 1 1/2" u_ uj KERF CUT IN CAP FOR DRIP EDGE KERF CUT IN CAP FOR DRIP ED 1/2" WINDOW SILL GE T.O. STONE CAP 22 GA. CORRUGATED MASONRY 22 GA. CORRUGATED MASONRY WD TRIM, STAINED TIE. EMBED IN THE MORTAR OF TIE. EMBED IN THE MORTAR OF THE HEAD JOINT AND FASTEN TO C14 THE HEAD JOINT AND FASTEN TO THE STUDS. THESTUDS. 04 j. 1 1 - - f SELF-STICK BITUMEN FLASHING -7� 2X NAILER SELF-STICK BITUMEN FLASHING EXTEND UP WALL AND LAP UNDER EXTEND UP WALL AND LAP UNDER 2x NAILER, PROVIDE COPPER DRIP /r 2x NAILER, PROVIDE COPPER DRIP FLSHG WHERE EXPOSED BEYOND FLSHG WHERE EXPOSED BEYOND MORTAR JOINT MORTAR JOINT STONE BASE W/ MASONRY TIES AND+!-- MORTAR BED W/ (2) LAYERS 15# FELT STONE BASE W/ MASONRY TIES AND PAPER OVER EXTERIOR GRADE SHEATHING .1 1 z AIRSPACE W/ (2) LAYERS 15# FELT PAPER OVER 2x6 WD STUDS @ 16" O.C. W/ R-1 9 OVER EXTERIOR GRADE SHEATHING OVER 1 , 1 1 ND GYP. OVER INSULATION AND 8' GYP. OVER VAPOR 5/8 5/8" 9 WINDOWSILL DETAIL SC/\[E: 3" == ]-0o OUTSIDE FACE OF STUD TO ALIGN WITH OUTSIDE FACE OF FOUNDATION WALL STONE BASE Wy MASONRY TIES ONl"-- MORTAR BED Wy(2) LAYERS l5#FELT PAPER OVER EXTERIOR GRADE SHEATHING OVER 2x6VVD STUDS @ 16"C).C.0Vk'19 511 VAPOR BARRIER 4�/NTE8|OR EXTEND SHEATHING l"PASTTOPOF --- FOUNDATION WALL WATERPROOFING MEMBRANE ------- PTDSTL EDGE ANGLE FOR STONE --~` SUPPORT, RE: STkU[T. PROTECTION BOARD OVER WATERPROOF MEMBRANE OVER REINFORCED CONCRETE FOUNDATION WALL WY2"RIGID | INSULATION AND VAPOR BARRIER @ | |NTEK|{)K < v Jr � < | � � FOUNDATION F\�T�|| | \~/��|��/r�| |\_�|q DETAIL SC/\[E: l 1/2« = ]/-[r � STAINED WOOD PANEL DOOR ADA COMPLIANT ALUMINUM THRESHOLD P.T. 2x BEARING PLATE, STEP UP FOUNDATION WALL @ DOOR THRESHOLD FINISHED FLOORING LEVEL ONE EXTEND VAPOR BARRIER T(J UNDERSIDE OFFLOOR SHEATHING ELA@TOME0[SEALANT | | DOOR THRESHOLD DETAIL � � | = ^amnr_'Fm^mFIZ. Dr. Dnnf:Dl^Nil ROOF RAKE BEAMS SCALE: ] 1/2n ,= ]L0" l&4 WD CASING TRIM, STAINED l/4"WD SHIM SPACE ------ � o GYP. BD. VAPOR BARRIER 2x6VYD STUDS @l6"OZ.--- —GE PIECE /EN X-5 )GE N SYSTEM, OR OVEDEQ. MFG. ROOF RIDGE DETAIL SCALE: 3» ,= PL101: 2 COAT STUCCO SYTEM OVER (8 LAYERS l6#- FELT PAPER OVER EXTERIOR GRADE SHEATHING OVER 2x6WD STUDS @l6"(]Z.YKR-l9BAF[ � � |NSUb\T0NANDv GYP�(JVERYAPOR&4KR�/cn` @ INTERIOR \ \ COPPER WINDOW HEAD FLASHING, LAP UNDER FELT PAPER \ \ 2x8 WD HEAD TRIM, STAINED WD BLOCKING STAINED YYD SHUTTERS |N CLOSED POSITION - WV FUNCTIONAL DE{TDRAJ|YE METAL SHUTTER HARDWARE \ \ EXTEND COAT STUCCO BEHIND CLOSED +�- SHUTTERS \ APPLIED WINDOW HEAD DETAIL SCALE: 3" == P-[" STAINED Y0 SHUTTERS |N CLOSED POSITION W/ FUNCTIONAL DECTORATIVE METAL SHUTTER HARDWARE EXTEND 2 COAT STUCCO BEHIND CLOSED INTERIOR SHUTTERS SEALANT KERF CUT IN CAP FOR DRIP EDGE R- 19 BATT INSULATION 4000 PSI INTERLOCKING CONCRETE 4000 PSI INTERLOCKING CONCRETE 22 GA. [DKKUG4JEDMASONRY TIE. EMBED IN THE I PLYWOOD SHEATHING COMPACTED AGGREGATE BASE ON COMPACTED AGGREGATE BASE ON COMPACTED SOIL SUBGRADE, RE: CIVIL MORTAR OF THE HEAD JOINT AND FASTEN TO DETAIL DETAIL HYDRONIC HEAT SYSTEM, RE: CIVIL, MEP THE STUDS. CN (2) LAYERS 15# FELT PAPER " nbp SELF-STICK BITUMEN FLASHING � � _ ~1�-�� EXTEND UP WALL AND LAP UNDER 2 COAT STUCCO SYTEM EXTERIOR 2x NAILER, PROVIDE COPPER DRIP o ~ FLSHG WHERE EXPOSED BEYOND PAVERS ON BEDDING SAND ON THESE DRAWINGS AND SPECIFICATIONS AND THE COMPACTED AGGREGATE BASE ON MORTAR JOINT OF SHUTTER REPRESENTED THEREBY ARE AND SHALL REMAIN � PROPERTY OF THE ARCHITECT, AND NO PART DETAIL v--� WRAP SELF STICK FLEXIBLE 2x2 WOOD TRIM, STAINED STONE BASE W/ MASONRY TIES ON I HYDRONIC HEAT SYSTEM TO BE DESIGN « �~z� - _ FLASHING AROUND THE � MORTAR BED W/ (2) LAYERS 15# FELT CONSTITUTE CONCLUSIVE EVIDENCE OF JAMB AND RETURN STRAP HINGE PAPER OVER EXTERIOR GRADE SHEATHING � <�� PRECEDENCE OVER SCALED DIMENSIONS. BEHIND WINDOW CONTRACTORS SHALL VERJFY, AND BE RESPONSIBLE o FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY 2x2 PERIMETER FRAME FOR BATT INSULATION AND 8 GYP. OVER CONDITIONS SHOWN BY THESE DRAWINGS. SHUTTER, RABBET TO VAPOR BARRIER @ INTERIOR WINDOW JAMB DETAIL RECEIVE SHUTTER PANEL | /^ `\ APPLIED \�/|k]��r-�\�/ SILL ��-��|| / ]� \ r�| / �/�_�� YY||��YY ,�|��-|rn� `----lx6Y GROOVE T&8WOOD DAVIS COLOR "OUTBACKI SANDS[APE TEXTURE CONCRETE / TD MATCH PLAZA CONCRETE STAIRS SKKAKDSDD I" ' � � � � � ' � z^ - PAVER EDGE DETAIL ----------- SC/[E: ] 1/2o = ]-0. / aCALc : u = A , PANEL " " � SCALE: 'U 8LASTOME0C SEALANT PTD3TL ANGLE FOR STONE VENEER SUPPORT, RE: STRUCT. FOUNDATION DETAIL / � All P:po u :z 4000 PSI INTERLOCKING CONCRETE 4000 PSI INTERLOCKING CONCRETE PAVERS ON BEDDING SAND ON PAVERS ON BEDDING SAND ON COMPACTED AGGREGATE BASE ON COMPACTED AGGREGATE BASE ON COMPACTED SOIL SUBGRADE, RE: CIVIL COMPACTED SOIL SUBGRADE, RE: CIVIL DETAIL DETAIL HYDRONIC HEAT SYSTEM, RE: CIVIL, MEP � " nbp � � _ ~1�-�� DAVIS COLOR "OUTBACKI SANDS[APE TEXTURE CONCRETE / TD MATCH PLAZA CONCRETE STAIRS SKKAKDSDD I" ' � � � � � ' � z^ - PAVER EDGE DETAIL ----------- SC/[E: ] 1/2o = ]-0. / aCALc : u = A , PANEL " " � SCALE: 'U 8LASTOME0C SEALANT PTD3TL ANGLE FOR STONE VENEER SUPPORT, RE: STRUCT. FOUNDATION DETAIL / � All P:po u :z - z � _ q PERMIT 5-1-07 ° � w �z"� ISSUED FOR: DATE m � " � � � _ ~1�-�� v o ~ 4000 PSI INTERLOCKING CONCRETE PAVERS ON BEDDING SAND ON THESE DRAWINGS AND SPECIFICATIONS AND THE COMPACTED AGGREGATE BASE ON no=� COMPACTED SOIL SUBGRADE, RE: CIVIL REPRESENTED THEREBY ARE AND SHALL REMAIN � PROPERTY OF THE ARCHITECT, AND NO PART DETAIL v--� OTHERS, OR USED IN CONNECTION WITH ANY � ~"z= WORK OR PROJECT FOR WHICH THEY HAVE BEEN HYDRONIC HEAT SYSTEM TO BE DESIGN « �~z� - _ BUILD, RE: SITEPLAN FOR EXTENTS � � =-°° CONSTITUTE CONCLUSIVE EVIDENCE OF uj DIMENSIONS ON THESE DRAWINGS SHALLHAVE � <�� PRECEDENCE OVER SCALED DIMENSIONS. � � | Tr Fl �T U �J LS U 1 I El F_ PROTECTION BOARD OVER WATERPROOF MEMBRANE OVER REINFORCED CONCRETE FOUNDATION WALL W/ 2" RIGID INSULATION AND MOISTURE BARRIER @ INTERIOR PERMIT 5-1-07 ISSUED FOR: DATE 4000 PSI INTERLOCKING CONCRETE PAVERS ON BEDDING SAND ON THESE DRAWINGS AND SPECIFICATIONS AND THE COMPACTED AGGREGATE BASE ON IDEAS, DESIGNS AND ARRANGEMENTS COMPACTED SOIL SUBGRADE, RE: CIVIL REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART DETAIL THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN HYDRONIC HEAT SYSTEM TO BE DESIGN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE BUILD, RE: SITEPLAN FOR EXTENTS DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALLHAVE PRECEDENCE OVER SCALED DIMENSIONS. �17� r CONTRACTORS SHALL VERJFY, AND BE RESPONSIBLE o FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 2009 MELICK ASSOCIATES, INC. � | Tr Fl �T U �J LS U 1 I El F_ PROTECTION BOARD OVER WATERPROOF MEMBRANE OVER REINFORCED CONCRETE FOUNDATION WALL W/ 2" RIGID INSULATION AND MOISTURE BARRIER @ INTERIOR 1/4"MIRROR W/ WD TRIM, RE: A7.1 21-01' 6ll 2 COAT STUCCO SYTEM OVER (2) LAYERS 15# 7 5/8" GLOVE SHELF, SIM. 2/A8.2 SOLID SURFACE COUNTERTOP FELT PAPER OVER EXTERIOR GRADE SHEATHING OVER 2x6 WD STUDS @ 16" O.C. W/ R-1 9 BATT INSULATION AND 8' GYP. OVER VAPOR BARRIER 3/4 411 5/8" 5 1/2" FACE OF WALL @ INTERIOR 3/4" PLYWOOD STAINED WOOD APRON, I x WOOD TRIM RETURN TRIM COPPER WINDOW HEAD FLASHING, LAP UNDER— 7_1�_ it 2 COAT STUCCO SYTEM OVER (2) LAYERS 15# FELT PAPER OVER EXTERIOR GRADE SHEATHING RE: INTERIOR SPEC. C14 TO WALL @� EXPOSED ENDS FELT PAPER OVER 2x6 WD STUDS @ 16" O.C. W/ R- 19 BATT 1/2" PLYWOOD, STAINED 611 6- 2x8 WD ARCHED HEAD TRIM, STAINED INSULATION 8 AND GYP. OVER VAPOR BARRIER 9 INTERIOR - ----------------- x D TRIM W/ 2 CHAMFER, BACK SCREW TO WD BLOCKING COPPER WINDOW HEAD FLASHING, LAP UNDER FELT PAPER C14 BLOCKING C14 A OTE: 2x6 BLOCKING AT THE (2) ADA TOILET STALLS TO BE INSTALLED AT 42" A.F.F. TO ARCHED 2x TRIM I x6 VERTICAL T&G BOARDS, STAINED. RABBET 2x8 WD HEAD TRIM, STAINED. RABIT TO CONCEAL MTL. FRAME. r r-n < Lu CENTERLINE OF BLOCKING. INTO BACK OF RAILS AND STILES WD BLOCKING Z 0 OF BLOCKING 2x RAILS AND STILES 11 MIN. \��PROVIDE Z' PRESSED METAL DOOR FRAME 00 co 0 CONTINUOUS HORIZONTAL 2x4 BLOCKING v WOOD DOOR, STAINED RE: A] 0. 1 c� :E 0 2 x 4 CONTINUOUS BLOCKING — l 1/211 AT WALL BETWEEN STUDS FOR GLOVE SHELF. CENTERLINE OF )RT I UDL J I ELL COUNTER SUPPORT 11 'CAXTON C14 0 HUNG GLOVE 1/21' PLYWOOD BLOCKING TO BE 7" ABOVE NON ADA URINAL FLUSH UNERMOUNT SINK RE: FINISH SPEC. SHEETA10. I BOXES ONLY VALVE PROVIDE PIPE co 15# FELT OVER EXTERIOR GRADE SHEATHING OVER 2x6 WD STUDS @ 16" O.C. W/ R- 19 BATT INSULAT16N KIT, TYP. T, Ty�. FINISH WALL MATERIAL PER FINISH INSULATION AND 8 GYP, OVER VAPOR BARRIER @ INTERIOR SCHEDULE TOP OF NON ADA URINAL FLUSH VALVE WOOD STUD FRAMING ---------------- BASE PER FINISH SCHEDULE FINISH FLOOR r2 GLOVE SHELF DETAIL r3 APPLIED DOOR HEAD F / 4 ENTRY DOOR HEAD VANITY SECTION �.2 SCALE: 1 1/2" = 1'-0" A8.2 SCALE: 311 f-011 SCALE: 1 1/2" 1'-0" SCALE: 1 1/211 1 1-011 GQ ED 0 V- Aft 5, GYP. BD. VAPOR BARRIER 11: 3/8" INTERIOR 2x6 WD STUDS g 16" O.C. 7,j 3/4" EXTERIOR GRADE PLYWOOD — 3/4" EXTERIOR GRADE PLYWOOD STONE CAP C4 2x4 RIPPED WD STUD SLEEPERS, FRAME FLOOR FLAT TO EAST OF WALL AT GRIDLINE C, THEN 2x4 RIPPED WD STUD SLEEPERS, SLOPE PLYWOOD TO DRAIN, RE: MECH. PROVIDE CONTINOUS W BEGIN SLOPE OF PLYWOOD TO DRAIN, RE: STRUCT. / MECH. FLOOR JOIST, OVERLAP AT LOWERED BEAM, RE: 3/4" EXTERIOR GRADE PLYWOOD FLOOR JOIST, OVERLAP AT LOWERED BEAM, RE: Z_ 7 SELF-STICK BITUMEN FLASHING STRUCT. BLOCKING, RE: STRUCT. 2x4 WD STUD SLEEPERS, SLOPE PL OOD TO DRAIN, RE: MECH. STRUCT. COPPER DRIP EDGE BOTH SIDES. r A ------ BLOCKING, RE: STRUCT. 8" BOND BEAM R- 19 BATT INSULATION 7 2x6 BEARING PLATE UNDER ALL HIGHER FLOOR JOISTS. 2x6 BEARING PLATE UNDER ALL HIGHER FLOOR JOISTS. 8" CMU WALL PLYWOOD SHEATHING (2) LAYERS 15# FELT PAPER C14 VL BEAM, RE: STRUCT. VL BEAM, RE: STRUCT. 2 COAT STUCCO SYSTEM SIMPSON COLUMN CAP, RE: STRUCT. SIMPSON COLUMN CAP, RE: STRUCT. EXTERIOR 6X6 TIMBER COLUMN 6X6 TIMBER COLUMN SHUTTER'DOG'@ BTM OF SHUTTER, FALSE WINDOWS WITH SHUTTERS EXTEND 2 COAT STUCCO 2x2 PERIMETER FRAME FOR SHUTTER, RABBET TO I IN THE CLOSED POSITION SYSTEM BEHIND SHUTTERED FALSE WINDOW TO RECEIVE THE SAME RECEIVE SHUTTER PANEL 1 4" 811 SHUTTER HARDWARE 1 x6 V GROOVE T&G WOOD PANEL i vf 3/411 3/4' 9 1/2" z DETAIL @ FALSE WINDOW SHUTTER CONDITION 2x2 WOOD TRIM, STAINED STRAP HINGE I( �6 DETAIL@ DEPRESSED FLOOR r7 DETAIL @ DEPRESSED FLOOR r8 DOOR SILL Zz 0 < SCALE: 1 1/2" 1'-0" SCALE: 1 1/2" 1'-0" SCALE: 1 1/2" 1'-0" A8.2 SCALE: 1 1/2" 1'-0" D o Z < z G 0 u Z 5/8" GYP. BD. < z 5/8" 41, VAPOR BARRIER 3 4" 3/411 _464 CLASSW ASPHALT SHINGLES 2X6 WD STUDS @ 16" O.C. (30 BASE LAYER OF ICE AND WATER SHIELD LAR----\ 3/4" PLYWOOD SHEATHING t UNDER TRIMASSHOWNAND EXTENDBACK 7 PAVERS, MATCH EXIST. 2-0" FROM EDGE OF ROOF (2) LAYERS 15# FELT AT PLAZA. PLYWOOD SHEATHING 2x10 LADDER FRAMING, RE:STRUCT. 2 COAT STUCCO SYSTEM I [l 211:t SAND BEDDING W/SNOWMELT TUBING. RE: MEP, CIVIL. 9 1/211 3/411 30 2 411 411 GIRDER TRUSS, RE- STRUCT. PROVIDE FILTER FABRIC, PLENUM BOX FOR EXHAUSTANTAKE, RE: MECH. IOR G 3/411 EXTE RADt: RE: CIVIL. i ------ --- 2 COAT STUCCO SYSTEM PLYWOOD. 6" BASE COURSE, RE: —71 2 DELETE LOCKERS 3-25-09 CIVIL. �o (DO FLOOR JOISTS, RE:STRUCT. - 77 Z" co < COMPACTED SOIL, RE: PLAN REVIEW COM. 3-3-09 CONSTRUCTION DWGS 2-17-09 RI SELF STICK BITUMEN CIVIL STONE CAP, W/ KERF CUT MEMBRANE, LAP OVER DAMPROOFING AT FINISH CLARIFICATIONS 8-13-07 -- ----- ---- - ----- FOUNDATION WALL, MIN. 14' ABOVE AND BELOW FLOOR _/< JI(-) T MASONRY TIE. EMBED IN TH 5-1-07 ISSUED FOR: DATE: COPPER DRIP FLASHING, pr, , MORTAR OF THE HEAD JOINT AND FASTEN TO THE STU DS. LAP UNDER ICE AND WATER SHIELD 8- THICK CONC. PAD, RE: 7 z 'N STRUCT. T I ____U It I - ----- ---- - - ----- I I=d 1 1=1 I �--t -1 TV-4 T-71--_ SELF-STICK BITUMEN FLASHING cofl 2X4 OVER2X 10 zo STAINED WOOD FASCIA EXPANSION JOINT -------------- I I d i i TT_ PAVERS, MATCH EXIST. AT PLAZA. I t 8" CMU WALL ------- - ------- I I I I I I ITTTM C P ��QE BEAM S�TCO 2":t SAND BE :DDING W/SNOWMELT TUBING. EX Hit 2" IGID INS.I.,l 7-1-7 RE: MEP, CIVIL. STONE BASE ON 1 MORTAR 1 x6i T&GISOFFIT, t - --- ----- BED. ::0 1 f 1 ; I I I i STAINED, ON i PLYWOOD ON APOR BARR IER ri PROVIDE FILTER FABRICJ RE: CIVIL. G qg 15 . % D BLKG D ETAI L AT KER E� 0 ASI� > A8.2 SCALE: 1 1/2" 1'-0" 6" BASE COURSE RE: CIVIL. A' __j HIM COMPACTED SOIL, RE�i CIVIL 1 111111 THICK C PAD, RE: STRUCT. 3/4',-__314" 51/2" 5/8" THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS L i _�LLIL -1 11 - -------- - -- EXPANSION JOINT REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART /7� STONE BEYOND Z - ------- 00 C.I.P. CONC. GRADE B EAM, RE: STRUCT. THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENTOF r THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL I x6 VERTICAL T&G BOARDS, STAINED. RABBET INTO BACK OF RAILS AND STILES T �ur 4" STEEL ANGLE, RE: STRUCT. CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALLHAVE PRECEDENCE OVER SCALED DIMENSIONS. 2x RAILS AND STILES h < 7 �L)l 7 CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY � 7, f GYP. BD. VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 2009 MELICK ASSOCIATES, INC. VAPOR BARRIER it t 2X6 EXT. WALL E-El! d i --------- DETAILS R- 19 BATT INSULATION 74 PLYWOOD SHEATHING 15# FELT OVER EXTERIOR GRADE SHEATHING OVER 2x6 WD (2) LAYERS 15# FELT PAPER STUDS @ 16" O.C. W/ R-1 9 BATT INSULATION AND 8 GYP. OVER VAPOR BARRIER @ INTERIOR 2 COAT STUCCO SYSTEM 10 it LEVEL ONE EL. 100'-0* PROVIDE COPPER FLASHING A8,2 611 8" DETAIL @ MECH. INTAKE/EXHAUST IN SOFFIT If DETAIL @ FALSE DOOR SILL rl 2 DETAIL AT LOCKER BASE CMU WALL SCALE: 1 1/2" = 1 t-O" A8.2 SCALE: 1 1/2" I'-Ofl A8.2 SCALE: 1 1/2" = 1 1-011 M 3' -4" f I FRAME TYPES CO , A 6 "2' -0" 6' II FM_ F1 0 F1 PM F1 HM F1 U f2 F911 0 SCALE 1/4" = V-0" d- DOOR SCHEDULE FRAME HEAD JAMB SILL TYPE MAT 4' -6" IMED 1_1 ROOM FINISH SCHEDULE FM_ F1 PM IMED 1_1 ROOM FINISH SCHEDULE 4' -6" EQ. EQ. _7 I r N T 6 ,11 1 11 6F! fd 17E, FIXED WOOD SHUTTER SCALE 1/4" = V-0" ON FIRE RATE F1 PM F1 PM F1 HM F1 HM F1 HM F1 PM - F PAINT - F1 PM F1 PM F1 PM F1 HM 4' -6" EQ. EQ. _7 I r N T 6 ,11 1 11 6F! fd 17E, FIXED WOOD SHUTTER SCALE 1/4" = V-0" ON 3' -9" EQ. EQ. FIXED WOOD SHUTTER DOOR TO BE INCLUDED IN THE CHAIN LINK FENCING SYSTEM, RE: SPECIFICAIONS. DOOR TO BE INCLUDED IN THE CHAIN LINK FENCING SYSTEM, RE: SPECIFICAIONS. Note: Provide Mock-up Panel of all exterior finishes / colors for owner and architect SPECIFICATIONS: Division 3 Concrete: Pavers: Source: FIRE RATE HDW NO FIN Stone: Ampeo Stone base and wall caps PAINT - A PAINT - A PAINT - F PAINT - D PAINT - D PAINT - B Wood species: Cedar Alt. Wood species: Douglas Fir Stain: Olympic 705 PAINT / architect approval B PAINT Type: E PAINT Vapor Barrier: B PAINT Griffolyn B 3' -9" EQ. EQ. FIXED WOOD SHUTTER DOOR TO BE INCLUDED IN THE CHAIN LINK FENCING SYSTEM, RE: SPECIFICAIONS. DOOR TO BE INCLUDED IN THE CHAIN LINK FENCING SYSTEM, RE: SPECIFICAIONS. Note: Provide Mock-up Panel of all exterior finishes / colors for owner and architect SPECIFICATIONS: Division 3 Concrete: Pavers: Source: Match exist. plaza pavers Division 4 Masonry: Contact: Stone: Ampeo Stone base and wall caps Sto Source: Match exist. gondola building Division 5 Metals: Match Benjamin Moore HC-26 Snow guards: 2 Manufacturer: Alpine SnowGuards Item: #40 Half-round pad style snow guard Manufacturer: for composition Shingles Material: Copper Division 6 Wood and Plastics: Wood All Exposed Trim: Snowboard Rack Model: Wood species: Cedar Alt. Wood species: Douglas Fir Stain: Olympic 705 Note: submit stain sample for owner / architect approval Plywood Subfloor: Ampeo Type: 3/4" Exterior grade Division 7 Thermal and Moisture Protection: Vapor Barrier: Length: Manufacturer: Griffolyn Item: TX 1200 vapor retarder Insulation: Shutter Hardware: Manufacturer: Owens Corning Item: 2" Foamular 250 Rigid insulation R Value: 5 per inch = RIO Location: Foundation Wall at Crawlspace Item: Thermal Batt Fiberglas Insulation R Value: R -19 Location: Exterior Walls Item: Thermal Batt Fiberglas Insulation R Value: R-38 Location: Ceiling Item: Sound Attenuation Batts Fiber Edge: Glass R Value: R -19 Location: Exterior Walls Insulation at Floor Framing for radiant beat option (ADD ALTERNATE): n/a Manufacturer: RadiantGUARD Item: Ultima - non-perforated Ice and Water Shield: 10 1/4"w x I- 1/4"h x 12 9/1611 ext. Manufacturer: Grace Item: Ice and water shield Shingles: Chain Link Fence Partitions: Manufacturer: GAF ELK Item: Camelot Color: San Gabriel Gutters and Downspout: Height Manufacturer: Color: Gutters: Copper 4" halfround Downspouts: Copper 3" 0 downspout *Provide submittal for approval Division 8 Doors and Windows: Windows: Manufacturer: Eagle, Pozzi or approved Equal Division 9 Finishes: Contact: Stucco: Ampeo Manufacturer: Sto Item: 2 coat system Color: Match Benjamin Moore HC-26 Abet Laminati 2 Division 10 Specialties: Size: Ski and Snowboard Storage Racks Thickness: Manufacturer: Snowell CSA Ski Rack Model: CSA Carver IV Length: 2000mm Snowboard Rack Model: CSA Snowboard Length: 1500mm Note: Storage racks on rails in floor. Include rails and rollers as reqd. by mfg. Field verify rail locations will not interfere with floor drains. Notify architect of any discrepancies. Mirror Repair Shop Workbenches Ampeo Manufacturer: Snowell CSA Ski Rack Model: workbench Length: 2000mm Note: Verify electrical requirements. Assumed to be hard-wired, re:electrical. Notify architect of any discrepancies. Contact: Shutter Hardware: Manufacturer: Manufacturer: House of Antique Hardware Item: wrought steel shutter strap hinges Length: 16" and 14" - 36" Dummy Strap at Fiber false barn doors Finish: Black powder coated Manufacturer: House of Antique Hardware Item: scroll design lag bolt shutter dogs Length: 6 7/8 h x 2-3/4"w Finish: Black powder coated *Provide submittal for hinge approval Thickness: Division 16 Electrical: Edge: Exterior Light Sconces Sub Top: Manufacturer: BEGA Model Number: 6290 Style: n/a Finish: Dark Bronze Shade: n/a Dimensions: 10 1/4"w x I- 1/4"h x 12 9/1611 ext. Lamping: accepts 60W A19 Mounting: Wall Division 32 Exterior Improvements: Chain Link Fence Partitions: Plan - boarder at perimeter of plan. Manufacturer: Master Halco Item: Commercial Color Chain Link Fence Note: System W/ Gates Height To underside of ceiling Color: TBD SET A 1. 2. 3. 4. 5. 6. 7. 8. 9. SET D 1. 2. 3. 4. CLOSER W/ HOLD OPEN FEATURE 1 1/2 PAIR BUTT HINGES WEATHERSTRIPPING L ADA THRESHOLD SILENCERS PANIC HARDWARE DEAD BOLT DOOR SWEEPS 12" KICK BOTH SIDES 1 1/2 PAIR SINGLE ACTING HINGES SILENCERS 12" KICK PLATES BOTH SIDES PUSH / PULL INTERIOR FINISH SPECIFICATIONS: Toilet Partitions -Ceiling Mounted Manufacturer: Toilet Partition Doors Contact: Manufacturer. Ampeo Source: Ampeo Texas - Marty Bitter 303-256-2800 817 - 233 -7151 Plastic Laminate @ Toilet Partition Doors Manufacturer: Abet Laminati Source: National Wood Products, Inc. Size: Juanita Thickness: 303-293-8660 Model Number: 344 Color: Microblock Finish: Soft Note: Provide coat hook on back of stall Note: Finish top edge of the with wood Door. Toilet Partitions -Ceiling Mounted Toilet Partition Dividers and Urinal Mirror Manufacturer: Ampeo Source: Ampco Texas - Marty Bitter Rubber Floor @ Public RestroomsNestibule Flooring/Emergency Restroom 817-233-7151 Plastic Laminate @ Toilet Partition Dividers and Urinal Manufacturer: Abet Laminati Source: National Wood Products, Inc. Contact: Juanita Manufacturer: 303-293-8660 Model Number: 1091 Color: Fiber Finish: Fiber Countertop 38" x 38" Manufacturer: Avonite Surfaces Source: National Wood Products Application: 303-293-8660 Collection: Studio Color: New Caldron K3 8320 Thickness: Atmosphere Recycled Rubber Edge: Square, slight ease to top and bottom Sub Top: Plywood Backsplash: 4" height/same material Countertop Apron MEN'S RESTROOM Plastic Laminate @ Restroom Counter Apron Manufacturer: Formica Source: Larsen Distributing 38" x 38" Blair Ward 303-296-2753 ��Ml��IPROVIDE 3699-58 Color: Rattan Cane/Matte Floor tile Accents as shown on floor Woodstock Tan HC-20 Plan - boarder at perimeter of plan. WATER RESISTANT GYP. BD. AT WET LQCATIQW�.� Cut floor tile into 1/3 sections for WOMEN'S RESTROOM 12.5 inch + size boarder width. Note: Finish: 1. Provide Exterior Grade plywood subfloor at ALL rubber flooring locations. Use Chernrex 941 Urathane adhesive as recommended by Mfg. Location: 2. No border in Emergency Restroom Surface Mounted Hand Dryer Sconce at Vanity MECHANICAL ROOM Excel Dryer Manufacturer: Forecast Lighting Model Number: XLERATOR XL-GR Description: Palette Wall Sconce Size: 12"5/16 H x 11 13/32" W x 6 11/16" D Model Number: F3512-36U Finish: Textured Graphite Style: n/a SKI YARD STORAGE Finish: Bronze Toilet Tissue Dispenser Shade: Etched White Manufacturer: Georgia Pacific Brand: Vista Jumbo Jr. Shade Material: Glass Twin bathroom tissue dispenser EMERGENCY RESTROOM 48 5/8"w x 6"h x 4 1/2" ext. Design: Translucent Smoke Ballast: UNIV 120-277 electronic ballast Size: 20.375" x 12.675" x 5.625" Lamping: accepts F3510 series Palette Flex media inserts Sanitary Napkin Disposal WATER RLE--SISTANT GYP. 13D. AT WET LOCATIONS� Mounting: GROUNDS MAINTE N ANC E Manufacturer: Bobrick Contact: Elliot Associates - Manufacturer's Electronic Faucet Representative 303-429-0133 Manufacturer: Kohler Style: B-254 Classis Series Model Number: K-10950 4 KIDS REPAIR SHOP Satin Finish Stainless Steel Finish: Brushed Chrome Size: 10 11/16" W x 15 1/8" H x 4 1/16" Mounting: Single hole Depth. Operation: Battery operated sensor Note: Surface mounted in partitions. ADA compliant: Yes Contractor's Pricing: $64.00 each Lavatory - Manufacturer: Kohler Series: Caxton Undermount Paper Towel Dispenser Style Number: K-2210 Manufacturer: Georgia Pacific Material: Virteous China Style Number: enMotion wall Mount Automated Color: White Touchless Towel Dispenser Size: 17" x 14" Design: Translucent Smoke Location: Solid Surface Countertop. Outside Dimensions: 14.8" x 16.75" x 9.75" Urinal - SET A 1. 2. 3. 4. 5. 6. 7. 8. 9. SET D 1. 2. 3. 4. CLOSER W/ HOLD OPEN FEATURE 1 1/2 PAIR BUTT HINGES WEATHERSTRIPPING L ADA THRESHOLD SILENCERS PANIC HARDWARE DEAD BOLT DOOR SWEEPS 12" KICK BOTH SIDES 1 1/2 PAIR SINGLE ACTING HINGES SILENCERS 12" KICK PLATES BOTH SIDES PUSH / PULL INTERIOR FINISH SPECIFICATIONS: Toilet Partitions -Ceiling Mounted Manufacturer: Toilet Partition Doors Contact: Manufacturer. Ampeo Source: Ampeo Texas - Marty Bitter 303-256-2800 817 - 233 -7151 Plastic Laminate @ Toilet Partition Doors Manufacturer: Abet Laminati Source: National Wood Products, Inc. Size: Juanita Thickness: 303-293-8660 Model Number: 344 Color: Microblock Finish: Soft Note: Provide coat hook on back of stall Note: Finish top edge of the with wood Door. Toilet Partitions -Ceiling Mounted Toilet Partition Dividers and Urinal Mirror Manufacturer: Ampeo Source: Ampco Texas - Marty Bitter Rubber Floor @ Public RestroomsNestibule Flooring/Emergency Restroom 817-233-7151 Plastic Laminate @ Toilet Partition Dividers and Urinal Manufacturer: Abet Laminati Source: National Wood Products, Inc. Contact: Juanita Manufacturer: 303-293-8660 Model Number: 1091 Color: Fiber Finish: Fiber Countertop 38" x 38" Manufacturer: Avonite Surfaces Source: National Wood Products Application: 303-293-8660 Collection: Studio Color: New Caldron K3 8320 Thickness: Atmosphere Recycled Rubber Edge: Square, slight ease to top and bottom Sub Top: Plywood Backsplash: 4" height/same material Countertop Apron Walk of Fame TM 888 Plastic Laminate @ Restroom Counter Apron Manufacturer: Formica Source: Larsen Distributing 38" x 38" Blair Ward 303-296-2753 Model Number: 3699-58 Color: Rattan Cane/Matte Wall Tile - Wainscot in Men's and Women's Restrooms Manufacturer: Crossville Tile Contact: Design Materials 1. CLOSER W/ HOLD OPEN FEATURE Bob Wiley 1 1/2 PAIR BUTT HINGES 303-256-2800 Material: Porcelain Tile Model Number: VS79-UP Color: Elba Night Size: T' x 7" Thickness: 5/16" Grout: Custom Building Products 7. #19 Pewter Trim Pieces: VS79 Elba Night Bullnose, DOOR SWEEPS 3" x 14", unpolished finish Note: Finish top edge of the with wood trim. Emergency Restroom - FRP Note: Emergency restroom to have FRP to a height of 4' color beige. Mirror SET E Note: 1/4" Mirror to have wood trim around all four sides. Emergency Restroom To have frameless mirror. 1. Rubber Floor @ Public RestroomsNestibule Flooring/Emergency Restroom Source: To Market Manufacturer: Atmosphere Recycled Rubber 3. Flooring Contact: Emily Brown Manufacturer: To Market Model Number: Discovery Color: Six Degrees Material: Rubber Floor Tile Dimensions: 38" x 38" Thickness: 8 mm Seaming: By Manufacturer Application: Floor tile Rubber Floor Accent @ Public Restrooms; Width: Source: To Market Manufacturer: Atmosphere Recycled Rubber n/a Flooring Contact: Emily Brown Manufacturer: To Market Model Number: Walk of Fame TM 888 Color: Peach Tree Material: Rubber Floor Tile Dimensions: 38" x 38" Thickness: 8 mm Seaming: By Manufacturer Application: Floor tile Accents as shown on floor Woodstock Tan HC-20 Plan - boarder at perimeter of plan. 1/pk Cut floor tile into 1/3 sections for Latex 12.5 inch + size boarder width. Note: Finish: 1. Provide Exterior Grade plywood subfloor at ALL rubber flooring locations. Use Chernrex 941 Urathane adhesive as recommended by Mfg. Location: 2. No border in Emergency Restroom r SET B SET C 1. CLOSER W/ HOLD OPEN FEATURE 1. CLOSER W/ HOLD OPEN FEATURE 2. 1 1/2 PAIR BUTT HINGES 2. 1 1/2 PAIR BUTT HINGES 3. WEATHERSTRIPPING 3. WEATHERSTRIPPING 4. ADA THRESHOLD 4. ADA THRESHOLD 5. SILENCERS 5. SILENCERS 6. PANIC HARDWARE 6. PANIC HARDWARE 7. STOREROOM 7. CLASSROOM 8. DOOR SWEEPS 8. DOOR SWEEPS 9. 12" KICK BOTH SIDES 9. 12" KICK BOTH SIDES Projects 19.25" from wall when open A, SET E Material: SET 1. KICK DOWN HOLD OPEN 1. CLOSER W/ HOLD OPEN FEATURE CLOSER 2. 1 1/2 PAIR BUTT HINGES 2. 1 1/2 PAIR BUT-IF HINGES r5 3. SILENCERS 3. SILENCERS 4. 12" KICK BOTH SIDES 4. 12" KICK BOTH SIDES 5. LEVER - STORE ROOM FUNCTION LEVER --UNCTION . E ER . LEVER - STORE ROOM Z Color: . SMOKESEAL GASKETING 6 6. S M 0 Si A, Rubber Base - Vestibule Baby Changer Z Manufacturer; Roppe Manufacturer: Bobrick -Koala Kare < Style: Standard Toe Base Contact: Elliot Associates - Manufacturer's Color. Black 100 Representative 303-429-0133 Height: Thick e: KB- 100 -01 Wall mounted baby U Changing station. Wall covering - Restrooms and Vestibule < Size: 35.25" W x 20"H x 4"D when closed Source: Wall Resources Projects 19.25" from wall when open Contact: Jenny Lewis Material: Nonporous polyethylene 303-433-9857 Color: Bobrick 889 Grey Manufacturer: Colour & Design Mounting: Surface Pattern: CD2-OBA-02 Quantity: 1 per bath. Collection: Obana Z Color: Papyrus Note: Equipped with multi size liner dispenser that fits many liners or C fold Bolt Size: 30 yards Paper towels. Weight: 20 oz. Location: RE: A7.1 Width: 52/54" Repeat: n/a Testing Information: Type H Soap Dispenser Manufacturer: Kimberly Clark Paint Doors/ Door Trim and Ceilings - Restrooms and Vestibule Style: 92194 wall mounted Manufacturer: Benjamin Moore Series I Windows Twinpack I OOOML Color: Woodstock Tan HC-20 1/pk Type: Latex Soap Dispenser Finish: Smoke Grey Finish: Semi Gloss Size: 7.2" x 10.4" x 4.3" Location: Ceiling Surface Mounted Hand Dryer Sconce at Vanity Manufactuer: Excel Dryer Manufacturer: Forecast Lighting Model Number: XLERATOR XL-GR Description: Palette Wall Sconce Size: 12"5/16 H x 11 13/32" W x 6 11/16" D Model Number: F3512-36U Finish: Textured Graphite Style: n/a Finish: Bronze Toilet Tissue Dispenser Shade: Etched White Manufacturer: Georgia Pacific Brand: Vista Jumbo Jr. Shade Material: Glass Twin bathroom tissue dispenser Dimensions: 48 5/8"w x 6"h x 4 1/2" ext. Design: Translucent Smoke Ballast: UNIV 120-277 electronic ballast Size: 20.375" x 12.675" x 5.625" Lamping: accepts F3510 series Palette Flex media inserts Sanitary Napkin Disposal Mounting: Wall Manufacturer: Bobrick Contact: Elliot Associates - Manufacturer's Electronic Faucet Representative 303-429-0133 Manufacturer: Kohler Style: B-254 Classis Series Model Number: K-10950 4 Finish: Satin Finish Stainless Steel Finish: Brushed Chrome Size: 10 11/16" W x 15 1/8" H x 4 1/16" Mounting: Single hole Depth. Operation: Battery operated sensor Note: Surface mounted in partitions. ADA compliant: Yes Contractor's Pricing: $64.00 each Lavatory - Manufacturer: Kohler Series: Caxton Undermount Paper Towel Dispenser Style Number: K-2210 Manufacturer: Georgia Pacific Material: Virteous China Style Number: enMotion wall Mount Automated Color: White Touchless Towel Dispenser Size: 17" x 14" Design: Translucent Smoke Location: Solid Surface Countertop. Outside Dimensions: 14.8" x 16.75" x 9.75" Urinal - Manufacturer: Sloan Waterfree Model: WES-1000 Grab Bars Material: Virteous China Manufacturer: Bobrick Color: White Contact; Elliot Associates - Manufacturer's Size: 191/4" x 26 1/4" Representative 303-429-0133 Location: Mens restroom Diameter: 1 %" Peened Grip, Snap Flange, Straight Water Closet - Lengths Available: 12, 18, 24, 30, 36, 42, 48 inches Manufacturer: Kohler Style: B - 5806 Series Series: Kingston Finish: Satin Finish Stainless Steel Model Number: K-4330 Size: 15 3/4" W x 11" H x 2" Depth Material: Virteous China Note: Surface mounted in partitions. Color: White Size: 16 3/4" x 25 5/8" x 13 1/4" Glove Boxes Location: Mens and Womens Restrooms Plastic Laminate: See specification for countertop Apron. Kids Water Closet - Size: As shown on architectural plans. Manufacturer: American Standard Series: Baby Devoro Doors As shown on architectural plans Model Number: 2282.010 Material: Virteous China Door Trim As shown on architectural plans Color: White Size: 23 3/4" x 12 1/2" x 10" Interior Door Hardware Location: Emergency Restroom Note: Refer to hardware specification for door hardware. Finish to be Dark Bronze or Oil Rubbed Bronze Drinking Fountain- Manufacturer: Elkay NOTE: PROVIDE PHYSICAL SAMPLES OF ALL TOILET ACCESSORIES FOR Series: Wall Mount Water Coolers OWNER/ARCHITECT APPROVAL. Model Number: EZS4 Size: 18 3/8" x 19" Location: Mens and Wornens Restrooms Mop Service Basin- Manufacturer: Fiat Series: Molded Stone Mop Service Basins Model Number: MSB - 3624 Size: 36" x 24" x 10" Location: Janitors Closet Mop Sink Faucet- Manufacturer: Chicago Faucets Series: Manual Faucets Model Number: 540-LD897SWXFCP Size: 8" center Location: Janitors Closet W 0, -4 0 Of C 04 0 Z R I C III R 0 P. 0 Iffin- '"fit S UJ W Z 0 0 ro 0 iE U < 0 0 Z Z Z Z DELETE LOCKERS 3-25-09 PLAN REVIEW COM. 3-3-09 CONSTRUCTION DWGS 2-17-09 FINISH CLARIFICATIONS 8-13-07 PERMIT MAY 1, 2007 ISSUED FOR: DATE: t1JR21198S #, Of C 04 0 R I C III R 0 P. Iffin- '"fit A, THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. @ 2009 MELICK ASSOCIATES, INC. SCHEDULES 4' -10 q116" 4` -10 x(116" i 4' -10 cl /16" I 4' -G 5116" 4' -cl 5116" 4' -mot 5116" 4' -G li6" I 4' -q 3/16" 4' -q 1/4" I 4' -cl Il8" 4' -GI 3116" 4' -cl 5' 8" 4' -10 C1116" 5' -2" #' 4 FOUNDATION MOTES: 1. DATUM ELEVATION 100' -0" EQUALS FLOOR 5HEATHIN0 ELEVATION. ACTUAL U.5.0.5. ELEVATION EQUALS 8125.55'. 2. [XXX' -X11] INDICATES TOP OF FOUNDATION WALL ELEVATION. 5. (XXX' -X ") INDICATES TOP OF FOOTING ELEVATION. 4. CONTRACTOR 5HALL FOLLOW ALL REQUIREMENTS LISTED IN 5011-5 REPORT. 5. ALL WALLS IN CRAWL5PACE SHALL BE BACK FILLED WITH COMPACTED STRUCTURAL FILL TO 1' -0" ABOVE GRADE BEAM BOTTOM MINIMUM, UNLESS NOTED OTHERWI5E ON PLANS OR SHOWN ON SECTIONS. 6. FLOOR ELEVATIONS SHOWN ARE AT TOP OF PLYWOOD FLOOR SHEATHING. 7. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL DRAWINGS. 8. CENTER PIERS UNDER WALLS AND COLUMNS UNLE55 DIMENSIONED OTHERWI5E ON FOUNDATION PLAN. �I. 0 INDICATES 18" (P CONCRETE PIER. FOR PRICING PURPOSES, AN AVERAGE LENGTH OF 10' -0" SHALL BE USED. FINAL LENGTH5 SHALL BE DETERMINED BY EXISTING SOILS CONDITIONS IN THE FIELD BY SOILS ENGINEER. 10. CONCRETE PIERS SHALL BE REINFORCED WITH (6) - #5 VERTICAL WITH #5 TIES AT 1' -4 ". SEE 5ECTION 4/53.1 FOR PIER DETAILING. 11. PIERS SHALL BE 5LEEVED OR CA5ED IF REQUIRED TO ACCOMPLISH CYLINDRICAL SHAPE. 12. FOLLOW ALL PIER REQUIREMENTS LISTED IN SOILS REPORT. 13. INDICATES PAVERS IN SANDBED PLAZA. CONCRETE 5LA5-ON -6RADE STAIR WITH #5 AT I' -O" EACH WAY #5 EACH NOSE I (4) CC ;ONGRI =TE B ✓a as a i ON i PAD 2/17/09 PERMIT 1/26/09 PERMIT , 1153.1 4/18/07 PRICING 3/14/07 ISSUED FOR: DATE: v d aD M Z I O P 6 U y N w Z M d S 5 t2 = O O 3 M w TRATION u N = " Y d PENETRATION M N w _ -15 i -611 w ti o N � �• GR M V Q h P Z Y V — — Q M Z » - ~ - w Z O J S V h d M to r- AVERS IN SANDBED &E T I ON 1 5/4" =1' -O" SECTION 2 5/411=11-011 CURB SANDBED CONSTRUCTION DOCUMENTS 2/17/09 PERMIT 1/26/09 PERMIT 5/01/07 PROGRESS 4/18/07 PRICING 3/14/07 ISSUED FOR: DATE: Im THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. PIER OPTION FOUNDATION PLAN #7238 52.0 — — — — -- 1,1 — N _ 1 1.� r- N k N I Z r r N I n4.2 f 2` ,.. r p I E) 0 i 3 .2 E.& ( 9 E" 15' -10 118" 15' -10 1j'8" 12' -2 5/1 112'-2 5/16" 12 -2 5 16 " 11' -10 1/4" � I ! A 1 1 A JA (A 4' -10 Lill6" 4' -10 cill6" 4' -10 -i /16 " 4' --1 5/16" 4' -Cl 5/16" 4' -cl 5116" 4' -Q 116" 4' -G 5116" 4' -c1 1/4" 1 4' -G 118" 4' -G1 3116" 4' -cl 5, e," 4' -10 x!/16" 5' -2" 4' 4' I I I I I I I I ( ( I ! i I I t C I I I I I-14" F L f ib 1 NG:; I 1/4" = 1' -0" WOOD FR,4MINr-= N07ES: 1. ALL WOOD FRAMING JO15T5 SHALL BE BC1/6000 -13 TYPE JOISTS AS MANUFACTURED BY E3015E CORPORATION. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. 2. 'N/L" INDICATES VER5A -LAM BEAMS, AS MANUFACTURED BY BOISE CASCADE CORPORATION. ALTERNATES SHALL HAVE THE SAME OR GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. 5. ❑ INDICATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED ON PLANS. 4. 0 INDICATES COLUMN UP AND DOWN UNLE55 IT BEARS ON CONCRETE HALL OR FOOTING BELOW, OR IT 15 LABELED UP ONLY. 5. < > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. 6. � INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. rt. WOOD COLUMNS 5HALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS REGUIRED. 8. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED U51NO 2X6 STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL INFORMATION. EXTERIOR 5TUD5 SHALL BE SPACED AT 1' -4 ". G. ALL BEAM/BEAM AND BEAM /COLUMN CONNECTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHERWI5E. 10. RE: ARCHITECTURAL DRAWI1\155 FOR LOCATION AND SIZE OF ROUGH OPENINGS IN WOOD STUD HALLS. 11. RE: ARCHITECTURAL DRAWIN05 FOR HANDRAIL AND STAIR FRAMING DETAILS. 12. ALL EXTERIOR HALLS SHALL HAVE CONTINUOUS 5TUD5 FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALL5). 15. ALL FLOOR SHEATHIN& SHALL BE EXTeRiOR (3RADE PLYV400 D. 8" CMU HALL HITH #5 AT 2' -0" IN GROUTED CELL #5 X 4' -0" AT 2' -0" (CENTER ON JOINT) STONE VENEER 5/4"d> X 6" EXPAN51 ON ANCHOR AT 2' -0" PAINT ANOLE WITH ASPHALT - MA5T1C PAINT 18 "d> CONCRETE PIER HITH (6) -#5 VERTICAL FULL HEIOHT AND #5 TIES AT 1' -4 " il i i i i eEC,TION 4 5/4" = I' -O" (4) -#5 X 6' -0" EACH PIER eEC,TION 3. 5/411 = 11 -011 EXTERIOR STUD HALL WITH 5HEATHI NG FLOOR SHEATHINO EXXX' —XX") (SEE 52.0) FLOOR JOISTS RE: PLAN WITH SIMPSON IUT HANOER5 (2) - #5 (4 PLACES) #5 U TIES AT P -4" 5" (4) -#5 X 6' -0" EACH PIER FLOOR SHEATHING FLOOR JO15T5 RE: PLAN BLOCKING --I • � a '4' PERMIT a PROGRESS PRICING U r � a lI II' 4 ::\/L BEAM RE: PLAN 5/4" = I' -0" CONSTRUCTION DOCUMENTS PERMIT PERMIT PROGRESS PRICING U a Z H of M o N 0 O w x O t- M M x N Y N M O J W � s M < U — - M Y a Z v U - w Z O U w � z J lI II' 4 ::\/L BEAM RE: PLAN 5/4" = I' -0" CONSTRUCTION DOCUMENTS PERMIT PERMIT PROGRESS PRICING ISSUED FOR. (5) -12" VL RE: PLAN (5) -12" VL RE: PLAN I/4" STEEL PLATE BEAM SADDLE HITH (4) -5/4 "fi X 6" EXPANSION ANCHORS AND (1) -5/4 "0 THRU BOLT E T I N 1 I/2" = I' -O" 2/17/09 1/26/09 5/01/07 4/18/07 3/14/07 DATE: THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT, VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. FLOOR FRAMING PLAN #7238 S2.1 1.1 - N � N _ 1 T � r 1.8 2 r N I a� m 3 - N 1 T r � r N 1 zz ail i r r � (4,e 4' -10 q 116" 4' -10 q 116" i 4' -10 q 116" 4' -q 5/16" � 3 ! 1.U00D FfR,4MIN,r-:z NOTE6: I . ALL WOOD FRAMING JOISTS SHALL BE 50I /6000 -1.7 TYPE JOISTS AS MANUFACTURED BY BOISE CORPORATION. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. 2. "VL" INDICATES VERSA -LAM BEAMS, AS MANUFACTURED BY BOISE CASCADE CORPORATION. ALTERNATES SHALL HAVE THE SAME OR GREATER CAPACITY AS L15TED IN THE STRUCTURAL GENERAL NOTES. 5. ❑ INDICATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED ON PLANS. 4. 0 INDICATES COLUMN UP AND DOWN UNLE55 IT BEARS ON CONCRETE WALL OR FOOTING BELOW, OR IT IS LABELED UP ONLY. 5. ALL EXTERIOR HALLS SHALL HAVE CONTINUOUS 5TUD5 FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). 6. � INDICATE5 TOP OF STRUCTURAL FLOOR 5HEATHING ELEVATION. -1. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS REQUIRED. 8. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED U51NO 2X6 STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL INFORMATION. EXTERIOR STUDS SHALL BE 5PACED AT 1' -4 ". cf. ALL BEAM/BEAM AND BEAM /COLUMN CONNECTION5 SHALL BE MADE WITH 51MPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. 10. RE: ARCHITECTURAL DRAHIN05 FOR LOCATION AND 51ZE OF ROUGH OPENINGS IN WOOD STUD HALLS. I1. RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMING DETAILS. 15' -10 Ih8" E 4' -q f E 1 FIREF,45RIC,ATED R00F TRl. ee NOTES: 12' -2 5/1" 4' -q 3/16" 4' -q 1/4" ��) 4' -q I /8" 1. PREFABRICATED ROOF TRUSS LOADS: LIVE LOADS AT TOP CHORD= 80 #/FT2 LIVE LOAD AT BOTTOM CHORD= 10 #/FT2 DEAD LOADS AT TOP CHORD= 10 #/FT2 DEAD LOADS AT BOTTOM CHORD= 10 #/FT2 WIND LOADS- SEE STRUCTURAL GENERAL NOTES. STRESS INCREASES OR LOAD REDUCTIONS ARE NOT PERMITTED. (CHECK SPECIAL ATTIC, LIVE LOAD REG2UIREMENT5) 2. SHOP DRAWINGS SHALL BE SUPPLIED BY MANUFACTURER AND REVIEWED BY CONTRACTOR, ARCHITECT, AND STRUCTURAL ENGINEER. 3. THE TRUSS SUPPLIER SHALL BE RESPONSIBLE FOR THE FOLLOWING ITEMS: A. ENGINEERING OF ALL TRUSSES AND CONNECTIONS AND 5HOH(N0 OF ALL ON SHOP DRAWINGS. B. DESIGN AND SUPPLY OF ALL TRUSS BEARING CONNECTORS AND HOLD DOWNS. G. PLAGING OF TRUSSES TO ACCOMMODATE MECHANICAL EQUIPMENT WITHOUT GUTTING TRUSSES AND SUPPORT OF MECHANICAL EQUIPMENT WEIGHT. 4. 51MP50N H2.5 CLIP ANGLE5 SHALL BE INSTALLED AT ALL EXTERIOR WALL TRU55 BEARING LOGATION5 UNLESS NOTED OTHERWISE ON ROOF DETAILS. 5. DETAIL ALL PREFABRICATED TRUSSES TO BE ALIGNED WITH WALL STUDS BELOW. 6. TRUSS SUPPLIER TO CONFIRM ROOF AND CEILING SLOPES AND CONFIGURATION WITH ARCHITECTURAL DRAWINGS PRIOR TO FABRICATION. 7. RE: SHEET 55.0 FOR GENERAL NOTES. 8. FOR 5NONGUARD AND LOCATIONS REFER TO ARCHITECTURAL DOCUMENTS. q. MECHANICAL EQUIPMENT AS SHOWN ON SHEET M2.0 SHALL FIT BETWEEN PREFABRICATED TRU55 CHORDS. MANUFACTURER SHALL COORDINATE WITH MECHANICAL ENGINEER. WEIG -4FITS OF THIS EQUIPMENT 54ALL. BE SUPPORTED BY TRUSSES. Imo. E.8 D E.2 12' -2 5/16" 4' -q 12' -2 516" 4' -10 q /16" 1 5' -2" 4 ! I W-10 1/4" 4' 1 1 i N 1 i 11/2" TYPICAL EACH 3/16 PIPE EACH BRACKET 114 "X3 " HIDE ROLLED - PLATE WITH 2" INSIDE DIAMETER 5/8" STEEL BRACKET - PLATE HITH (6) -5/8" O THRU -BOLTS 15/4" X 18" VER5A- — LAM BLOCKING FASCIA ARCH, Ioq' -�ll IX T40 SOFFIT EXTERIOR STUD WALL WITH SHEATH (NC, e-I'll -1-1oe'1�11 1 5/4" = 1' -0" L 1.51- (MIN) RE: ARCH BLOCKING FASCIA /ROOF SHEATHING RE: ARCH f " RE: ARCH EXTERIOR- HALL WITH 5HEATH(NG (3) -2 "d> STD STEEL PIPES ROOF SHEATHING 2X12 ROOF JOIST RE: PLAN 12 i (2)- SIMP50N LqO CLIPS EACH END ul I- W\ T O t <T- -'IF PREFABRICATED ROOF TRU55 RE: MANUFACTURER SIMPSON H2.5 CLIP EACH LADDER JOI5T TRUSS BLOCKING RE: MANUFACTURER GIRDER ROOF TRUSS WITH 2Xi0 TOP CHORDS ET I ON 2 3/4" = 1' -0" L RE: ARCH PAS IA RE: RCH IX T40 SOFFIT STRUCTURAL FA5C 1 A RE: PLAN EXTERIOR - WALL WITH SHEATHING E CT I ON 3. 3/4" = 1' -0" SHEATHING PREFAB WOOD ROOF TRUSS WITH VARYING TOP CHORDS AND 2Xi0 OVERHANG DEPTH i • i i i a CONSTRUCTION DOCUMENTS b PERMIT 1/26/09 n 5/01/07_ U a PRICING Z W - M = O o Q O F M - W x U yr j Y d d O vy w b P = O Z Q H - �G Z N _ - b J = h d M W z CONSTRUCTION DOCUMENTS 2/17/09 PERMIT 1/26/09 PERMIT 5/01/07_ PROGRESS 4/18/07 PRICING 3/14/07 ISSUED FOR: DATE: 19 THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS, ROOF FRAMING PLAN #7238 S2.2 GENERAL NOTES 1 LIVE LOADS USED IN DESIGN: A. ROOF SLOPE > 3:12 80 PSF B. ROOF SLOPE < 3:12 100 PSF C. FLOOR 100 PSF D. SKI STORAGE 125 PSF E. IMPORTANCE FACTORS CATEGORY I SEISMIC FACTOR IE 1 SNOW FACTOR 1S 1 WIND FACTOR I W 1 F. WIND 3 SECOND GUST 100 MPH FASTEST MILE 90 MPH EXPOSURE B G. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. H. CODE USED IN DESIGN: I NTERNAT I ONAL BU I LD I NG CODE, 2003 EDITION. 2. DEFERRED SUBMITTAL A. DEFERRED SUBMITTALS PER SECTION 1063.4,1 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION. B. DEFERRED SUBMITTALS ARE: 1. PREFABRICATED ROOF TRUSSES C. ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE LICENSED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE PREPARATION OF THESE DOCUMENTS. 3. TESTING, INSPECTIONS AND OBSERVATIONS: A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OFCONSTRUCTION. STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. 1. SOIL PREPARATION a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND .IN -PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE APPROVED REPORT. 2. CONCRETE CONSTRUCTION a. PERIODIC INSPECTION OF REINFORCING STEEL, INCLUDING PLACEMENT. b. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. c. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. d. CONTINUOUS INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. e . PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. 3. STEEL CONSTRUCTION a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT THE FOLLOWING: 1 WELD ING DONE IN AN APPROVED FABR ICATOR'S SHOP IN ACCORDANCE WITH SECTION 1704.3. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. 2. WELDING OF STAIRS AND RAILING SYSTEMS. C. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. d. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFIED MILL TEST REPORTS. e. PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE. 4. FOUNDATIONS A. MAXIMUM SOIL DESIGN PRESSURE (SPREAD FOOTINGS) 2500 PSF B. DRILLED PIER MAXIMUM END BEARING PRESSURE 7000 PSF C. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. 06- 131 BY KOECHLEIN CONSULTING ENGINEERS, INC., DATED NOVEMBER 15, 2006. D. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. E. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL) . F. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER TO SOILS REPORT FOR BACKFILL MATERIAL. G. NO BACKFILLING SHALL BE PLACED AGAINST WALLS UNTIL THE LOWER LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED. CONCRETE SLABS SHALL BE PROPERLY CURED. H. CENTER ALL FOOTINGS AND DRILLED PIERS UNDER WALLS, COLUMNS OR GRID LINES UNLESS NOTED OTHERWISE ON PLANS. I. DRILLED PIER DESIGN OPTION: 1. MAXIMUM BEARING PRESSURE 7000 PSF J. ALL DRILLED PIERS SHALL PENETRATE A MINIMUM OF 3 FEET INTO GRAVELLY SOILS OR AS NOTED IN SOILS REPORT. TEMPORARY STEEL CASING MAY BE REQUIRED. MINIMUM DRILLED PIER LENGTH SHALL BE 5 FEET. AT A MINIMUM THE TOP TWO FEET OF ALL DRILLED PIERS SHALL BE FORMED PRIOR TO BEING PLACED. K. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. L. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. M. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS. 5. SLAB ON GRADE A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. B. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE REQUIRED. REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE. 6. CONCRETE A. ALL CAST -IN -PLACE CONCRETE SHALL BE MADE WITH TYPE I /II PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. FOOT I NGS /DR 1 LLED PIERS 3000 psi STD - - - - - - FOUNDATION WALLS 4000 psi STD - - - - - - GRAD E BEAMS (* } 4000 psi STD - - - - - - INTERIOR SLABS ON GRADE 4000 psi STD 0.50 - - - EXTER1OR CONCRETE ( *} 4500 psi STD 0.45 6%-8% ** MAXIMUM SLUMP SHALL NOT EXCEED 4 ". B. IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH LETTER INDICATING COST REDUCTION AT TIME OF BID. THE MODULUS OF ELASTICITY OF ALL CONCRETE SHALL EXCEED %C1 .5 33 477C (OR 57,000 47-7t NORMAL WEIGHT CONCRETE). C. CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE. JOINTS SHALL BE SPACED 12 FEET AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16" WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT. D. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER. E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE Q WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE cli STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES o OFCONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER, 7. RgINFORCEMENT 0 A ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE N DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. B9 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE M LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. N co C REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: 1. CONCRETE POURED AGAINST EARTH 3" ° 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" co 4. S�ABSNANDNWABLLSM {NOTIEXPOSED TO WEATHER} 3/4'/2+ m D0. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH d SECTIONS 7.5, 7.6 ANO 7.7 OF ACI 318, LATEST EDITION. U g S E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A MINIMUM OF 80 BAR DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS NOTED OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. F. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-0" PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO #5 X 4'-0" DIAGONALLY AT EACH CORNER. G. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS FOLLOWS: TOP BARS AT MiDSPAN, BOTTOM BARS OVER SUPPORTS. 8. STRUCTURAL STEEL A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST EDITIONS, STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT CONDITION, ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." D. EXCEPT WHERE DETAILED OTHERISE, FABRICATOR SHALL SELECT STEEL CONNECTIONS PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11- A AND/OR AISC "SIMPLE SHEAR CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED EQUIVALENT) TO SUPPORT LOADS INDICATED ON THE STRUCTURAL DRAWINGS. WHEN LOADS ARE NOT SHOWN, SELECT CONNECTION TO SUPPORT 60 THE TOTAL UNIFORM LOAD CAPACITY PER AISC "MANUAL OF STEEL CONSTRUCTION" FOR EACH GIVEN BEAM AND SPAN. E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS - D1.1. F. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. G. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE. 9. NON - SHR INK GROUT A. NON -SHRINK GROUT SHALL BE PROVIDED: 1. BETWEEN BEAM BEARING PLATES AND CONCRETE SUPPORTS. 2. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. 10. WOOD A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI 2" T04" THICK - 6" AND WIDER NO. 2 Fb = 900 PSI 5" THICK - 5" AND WIDER NO. 1 Fb = 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO ALLOWABLE STRESS INCREASES. B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER). C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE. D. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304-9.1 UNLESS NOTED OTHERWISE. E. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCTS STANDARD PSI, LATEST ED IT ION FOR PLYWOOD, ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE OTHER SHALL BE OF THE EXTERIOR TYPE. 3. FOR FLOORING USE 3/4" T &G STURD -1- FLOOR SHEATHING GLUED AND NAILED WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 4. FOR ROOF USE 5 /8" (40/20 SPAN RATING) EXPOSURE 1 SHEATHING NAILED WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE 1 PLYWOOD OR OSB SHEATHING NAILED WITH 8d (OR 10d) NAILS AT 6" ON CENTER ALONG PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES SHALL BE BLOCKED. 6. FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. F. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND SHALL BE "TRUSS JOIST" AS MANUFACTURED BY TRUSS JOIST INC.ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER. G. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI, BUILT OF MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR 5 1/4" WIDE MEMBERS. H. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO FULFILL STRESS REQUIREMENTS AND/OR LOADS NOTED ON DRAWINGS. SHOP DRAWINGS SHALL INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER. PROVIDE BRIDGING AND BLOCKING PER MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE NOTED. PROVIDE CONSTRUCTION BRACING AS REQUIRED ERECTION NOTE: CENTER WALL STUDS UNDER CENTER OF TRUSS LOCATIONS. 11. NON -STRUCTURAL ELEMENTS A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS NOTED OTHERWISE. 12. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. E. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH. F, SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL STEEL AND PREFABRICATED ROOF TRUSSES. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE, I. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND ARCHITECTURAL DRAWINGS. 1 1/2" LOWER FLOOR - 5HEATHIN0 (SLOPE FINAL FLOOR 5HEATHINO ABOVE WITH RIPPED 3/4" "TOO" SLEEPERS AT 1' -4" ON CENTER) N T-T 2X6 ADDITIONAL BEARINO- PLATE UNDER ALL HIGHER FLOOR JOISTS (BEYOND) (XXX' -xx (SEE 52.0) FLOOR SHEATHING BEYOND J FLOOR JOISTS BEYOND RE: PLAN 3' /� BLOGKINO BEYOND / NOT SHOWN FOR CLARITY O O 1 o o -- SIMPSON PC66 COLUMN GAP -+ 6X6 TIMBER COLUMN 51MP50N HD2.5 M=R, T1� I 11-1 � d �� 5-f ' Iyj I - �Lf � �1�I 111 'a d d. A _ "11 � I I j 1 G ° e F11111�1 1 � , d ' f 3/4" 1'_011 D 1 1/2" LOWER FLOOR SHEATHINO (SLOPE FINAL FLOOR 5HEATHINO ABOVE WITH RIPPED 3/4" "TOO" SLEEPERS AT 1' -4" ON GENTER) IS "d> DRILLED CONCRETE PIER RE: SECTION 4/55.1 - BLOCKING FLOOR SHEATHI NO N Q Q FLOOR JOIST - U- N RE; PLAN _y I I I I I FLOOR JOIST II, i'I 2X6 ADDITIONAL RE: PLAN I; m BEARING PLATE UNDER VL BEAM RE: PLAN II, ALL HIGHER FLOOR All f I JOIST (IN BETWEEN LOWER J015TS) E T I N -1- 3/411 11 -011 STONE VENEER 2X6 TREATED WITH I/2 "(P X 10" ANCHOR BOLT AT 2' -0" [XXX' -XX "] 100--Oil (SEE 52.0) �pn •v n o •e . 4 ° ore7 p n • < n o ,!q l 'p•a� PAVERS 1 N" i LIa 9 SANDBED IT E* STONE VENEER ' SUPPORT WITH 5 /4 "d> X 6" EXPANSION ANCHOR AT 2' -0" PAINT ANGLE ;p WITH ASPHALT - MASTIC, PAINT NOTE: BOTTOM OF STONE VENEER SHALL BE 6" BELOW EXTERIOR ORADE MINIMUM (XXX' -XX ") (SEE 52.0) la "O CONCRETE PIER WITH (6) - #5 VERTICAL FULL HEIOHT AND #5 0 TIES AT 1' -4" G d e - d d d a Q e.' a d (XXX' -XX") (SEE 52.0) a m NOTE: 1. THE TOP OF THE PIER SHOULD HAVE UNIFORM CYLINDRICAL SIDES. 50NO TUBE FORM I NO MAY BE NECGE55ARY. 2. CASINO WILL BE REQUIRED IF OROUND WATER 15 ENCOUNTERED. 3, ALL PIER INSTALLATION REGU I REMENTS OF THE SOILS REPORT ARE TO BE FOLLOWED. 4• SOILS ENGINEER SHALL BE ON SITE DURING PIER INSTALLATION TO OBSERVE INSTALLATION. 10 -1' -4" (4) - #5 X &' -O" AT EACH PIER / WALL CONNECTION ° d 41i 1=1I 1 14=11 1;- I �I !ML I- Q • a 0 a 4 o. a a- d d 4 ° d °' • �d a - I�II� IFE[1. LL d n n. d a 4° a a d ° �° n: . ° ..d 5" CLEAR e ° . TIES AT TOP (6) - #5 VERTICAL #3 TIES AT 1' -4" E T I N EXTERIOR STUD a" CMU WALL WITH WALL WITH #5 AT 2' -0" IN OR.OUTED SHEATHING CELL 1 1/2" LOWER FLOOR 5HEATHINO; INSTALL SLOPING FLOOR WITH 3/4" FLOOR SHEATHINO N AND 3/4" "TOO" 5LOPINO SLEEPERS AT 1' -4" - #5 X 4' -0" AT 2' -0" (CENTER ON JOINT) STONE VENEER [XXX' -XX9 (SEE 52.0) FLOOR JOISTS RE: PLAN 2X12 TREATED LEDOER WITH 3 /4 "d>X6" EXPANSION ANCHOR AT 2'-0" L4X4X3/8 (2) - #5 STONE VENEER (4 PLACES) SUPPORT WITH 3 /4 "cD X 6" EXPANSION #3 TIES AT 1' -4" ANCHOR AT 2' -0" PAINT ANGLE WITH ASPHALT- S" MASTIC, PAINT y� I�IH(�II BOTTOM OF�''-- 0T11I 11- STONE VENEER'iI E T I N 3/411 = I' -Oil (4) - #5 x 6' -O" EACH PIER (XXX' -X ) (SEE 52.00) 0 "d> CONCRETE PIER WITH (6) - #5 VERTICAL FULL HEIOHT AND #8 O TIES AT 1' -4" .d d a ' 7 d a ° d ° ° A. d 4 -. NOTE: AT SIMILAR CONDITION EXTERIOR PLAZA (PAVERS IN SANDBED) ELEVATION 15 TO BE 100' -0" WATERPROOFINO MEMBRANE SHALL BE INSTALLED BEHIND STONE VENEER PER ARCHITECT. STONE VENEER 2X8 TREATED WITH 1 /2 "N X 10" ANCHOR BOLT AT 2' -0" [XXX' -XX"] (SEE 52.0) d L4X4X5 18 STONE VENEER d SUPPORT WITH 3 /4 "d> X 611 EXPANSION n ANCHOR AT 2' -0" <• PAINT ANGLE g WITH ASPHALT - MASTIC PAINT • (XXX' -XX ") (SEE 52.0) ° E, - 18 "LC CONCRETE PIER WITH (6) - #5 VERTICAL FULL HEIGHT AND #3 O TIES AT 1' -4' =1 I Q e. .4 E T 10N 1 3/411 I' STONE VENEER - 2X8 TREATED WITH 1 /2 "4D X 10" ANCHOR BOLT AT 2' -0" [XXX' -XX "j (SEE 52,0) 1_4X4X318 STONE VENEER SUPPORT WITH ° EXPANSION d ANCHOR AT 2' -0" PAINT ANGLE d GAP RE: ARCH, WITH ASPHALT- _ 2/17/09 N 1/26/09 MASTIC PAINT N PROGRESS 4/18/07 8" BOND BEAM WITH - Z W y N M P (2) - #5 CONT. O N Z a M w wwo (XXX' -XX") . a . . ° 1- w (5EE 52.0) o Q � W M O x RE: ARCH. (ATTACH TO d I� ' WALL WITH VERTICALLY o' SLOTTED HOLES TO K � M ALLOW FOR 1" MOVEMENT) P = O Z I/2" ISOLATION JOINT la "<A CONCRETE d 8" THICK CONCRETE PIER WITH (6) - #5 H � Z PAD (WIDTH PER VERTICAL FULL #8 ° d 4 " o LOCKER SPECIFICATIONS) HEIOHT AND TIES AT 1' -4" ' � •' V WITH #4 AT 1 ' -O 11 AND m z (4) - #4 CONTINUOUS Q - a PAVERS I N 5ANDBED •- '•••^• •• :• ..c.• -•tee °•:, •.. "`:'ir, a •• °'...! d" ne- -n. .n. oil +.n 2l\ °.n. ,,.... 'E T I N E� (4 PLACES) #5 TIES AT 1' -4" 511 (4) - #5 X &' -0" EACH PIER EE T ION 5/4" = 1' -0" -EXTERIOR STUD WALL WITH 5HEATHINO -FLOOR SHEATHING NOTE: BOTTOM OF STONE VENEER SHALL BE 6" BELOW EXTERIOR GRADE MINIMUM -FLOOR JOISTS RE: PLAN i2) - #5 (4 PLACES) #5 ' ( TIES AT 1' -4" 5" (4) -#5 X &' -0" EACH PIER -EXTERIOR STUD WALL WITH SHEATH I NO - FLOOR SHEATH I NO NOTE: BOTTOM OF STONE VENEER SHALL BE 6" BELOW EXTERIOR GRADE MINIMUM FLOOR JOISTS RE: PLAN WITH SIMPSON IUT HANOER5 (2) -#5 (4 PLAGES) #3 TIES AT 1' -4" 511 (4) -#5 X &' -0" EACH PIER 5HEATHINO JO I STS AN INO ABOVE >N PC66 4 GAP 15FR COLUMN IN HD2.5 ZILLED _TE PIER ,TION 4/58.1 • a a � a • CONSTRUCTION b DOCUMENTS 2/17/09 N 1/26/09 V N PROGRESS 4/18/07 0 - Z W y N M P - � o O N Z M w o x O 1- w a o Q � W M O x Y O y K � M P = O Z Q < C Y W � Z v, ~ _ - w z " o Q V w z Q - a CONSTRUCTION DOCUMENTS 2/17/09 PERMIT 1/26/09 PERMIT 5/01/07 PROGRESS 4/18/07 PRICING 3/14/07 ISSUED FOR: DATE: THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. s s S3.1 �► A ! 1. GENERAL: a. FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIES NECESSARY TO FURNISH, FABRICATE, DELIVER, STORE AND INSTALL ALL WORK NOTED ON THE DRAWINGS AND /OR SPECIFIED HEREIN. b. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE A COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE PLANS, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY THOSE PORTIONS THAT ARE SPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATIONS. 2. WORKMANSHIP: a. THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN -LIKE MANNER SATISFACTORY TO AND MEETING THE APPROVAL OF THE OWNER AND ARCHITECT. 3. MATERIALS: a. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR RESPECTIVE KIND, FREE FROM ALL DEFECTS AND OF THE MAKE AND QUALITY SPECIFIED, 4. SITE INSPECTION: a. CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS & EXACT NATURE OF THE WORK. b. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM. c. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE EXAMINATION. 5. CODES AND PERMITS: a. ALL MECHANICAL EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO THE 20031MC CODE AND ORDINANCES AS INTERPRETED BY THE TOWN OF VAIL BUILDING DEPARTMENT. b. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. c. COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT. 6. AS- BUILTS: a. CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS- BUILTS DOCUMENTS WITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT AND PRIOR TO FINAL ACCEPTANCE AND PAYMENT. 7. GUARANTEE: a. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER COMPLETION. 8. SUBMITTALS: a. CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW (SIX COPIES OF EACH). 9. COORDINATION: a. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. b. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE BEST ARRANGEMENT OF ALL DUCTS, PIPES, CONDUIT, ETC. 10. CUTTING AND PATCHING: a. ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE (NEW OR EXISTING) SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK. b. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. 11. CLEANUP: a. UPON COMPLETION OF THE WORK UNDER THIS SECTION, THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS, EQUIPMENT AND DEBRIS INCIDENTAL TO THIS WORK AND LEAVE THE PREMISES CLEAN AND ORDERLY. 12. MECHANICAL IDENTIFICATION a. EQUIPMENT NAMEPLATES: METAL, WITH DATA ENGRAVED OR STAMPED, FOR PERMANENT ATTACHMENT ON EQUIPMENT. b. PIPE MARKERS: PREPRINTED, COLOR CODED, WITH LETTERING INDICATING SERVICE, AND SHOWING DIRECTION OF FLOW. c. VALVE TAGS: STAMPED OR ENGRAVED WITH 1/4" LETTERS FOR PIPING SYSTEM ABBREVIATION AND 1/2" NUMBERS, WITH NUMBERING SCHEME. PROVIDE 5/32" HOLE FOR FASTENER. d. VALVE TAG SCHEDULE: PREPARE A VALVE TAG SCHEDULE TO BE SUBMITTED TO THE MAINTENANCE ENGINEER FOR RECORD. 13. DUCTWORK: a. DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE 2003 I.M.C. MECHANICAL CODE AND SMACNA STANDARDS. b. DUCTWORK SHALL BE GALVANIZED STEEL GAUGES TO MEET SMACNA STANDARDS. DUCTWORK SIZES INDICATED ARE FREE CLEAR DIMENSIONS. c. ALL DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS PER SECTION 604 FOR THE 2003 I.M.C. d. ALL DUCT JOINTS SHALL BE SEALED AIR TIGHT WITH RCD CORP. # 6 MASTIC ADHESIVE WITH VERSA GRIP OR MESH. e. FLEXIBLE DUCT USE-9. FOR CONDITIONED AIR SHALL BE U.L. APPROVED, VINYL COATED, WIRE REINFORCED FIBERGLASS, WITH MAXIMUM CONDUCTANCE OF .30 AND A MAXIMUM LENGTH OF FIVE FEET. f. DUCTWORK SHALL BE SIZED AT A MAXIMUM VELOCITY OF 1,000 FPM /.08" PRESSURE DROP PER 100 FEET. g. EACH MECHANICAL VENTILATION SYSTEM (SUPPLY AND /OR EXHAUST) SHALL BE EQUIPPED WITH A MEANS OF SHUT -OFF WHEN VENTILATION IS NOT REQUIRED, AND BACKDRAFT DAMPERS WHICH CAN BE CLOSED ON FAN SHUTDOWN SHALL BE PROVIDED FOR AIR INTAKES AND /OR DISCHARGES. h. CLEAN OUT ALL DUCTS PRIOR TO SUPPLY AND RETURN GRILLE INSTALLATION L DOUBLE THICKNESS TURNING VANES SHALL BE USED ON ALL DUCT TURNS OF 900. 14. BOILER FLUE VENTING: a. APPROVED BOILER FLUE VENT PIPING SHALL BE PVC SCHEDULE 40 OR PVC -DWV PIPING. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. b. EXHAUST PIPING SHOULD BE SLOPED BACK TO THE BOILER CONNECTION AT A MINIMUM SLOPE OF 20. 15. INSULATION: a. INSULATION SHALL BE U.L. LISTED IN COMPLIANCE WITH FLAME - SPREAD RATING OF NOT MORE THAN 25 AND SMOKE DENSITY NOT EXCEEDING 50, PER THE UNIFORM MECHANICAL CODE. INSTALLATION SHALL BE IN ACCORDANCE WITH UMC REQUIREMENTS. b. RECTANGULAR SUPPLY & RETURN DUCTWORK SHALL BE INTERNALLY LINED WJ 1" THICK, .75 LB. PER CU. FT. DENSITY FIBERGLASS INSULATION WITH VAPOR BARRIER (MINIMUM R -VALUE = 4.0 AT 75 °F MEAN TEMPERATURE). 1/2" THICK INSULATION MAY BE USED IN AREAS OF TIGHT CLEARANCE OR AS NOTED. c. WRAP ALL CONCEALED, ROUND SUPPLY, EXHAUST & OUTDOOR AIR INTAKE DUCTS W/ 1%" THICK, .75 LB. PER CU. FT. DENSITY FIBERGLASS INSULATION WITH VAPOR BARRIER (MINIMUM R -VALUE = 4.0 AT 75 °F MEAN TEMPERATURE). d. ALL PIPING ROUTED BELOW THE SLAB UNDERGROUND SHALL BE TYPE "k" COPPER AND SHALL BE INSULATED WITH ARMIFLEX TYPE INSULATION. e. ALL CONCEALED HWS & HWR AND SMS & SMR DISTRIBUTION PIPING SHALL BE INSULATED WITH ARMIFLEX TYPE INSULATION TO MINIMIZE UNCONTROLLED HEAT LOSS INTO THE BUILDING. ALL EXPOSED PIPING SHALL BE INSULATED WITH 1 -1/2" THICK FIBERGLASS INSULATION WITH ALL SERVICE JACKETING. f. ALL HEATING HOT WATER PIPING SHALL BE INSULATED USING FACTORY PREFABRICATED FIBERGLASS INSULATION WITH FACTORY APPLIED SERVICE JACKET (MIN. R =4.0). HEATING HOT WATER PIPING EQUAL TO OR SMALLER THAN 1 -1/2" SHALL BE INSULATED WITH 1" THICKNESS. HEATING WATER PIPING LARGER THAN 1 -1/2" SHALL BE INSULATED WITH A 2" WALL THICKNESS. 16. HEATING PIPING: a. HEATING HOT WATER PIPING 2%Z" INCHES AND BELOW SHALL BE TYPE "L" COPPER, HARD DRAWN, WITH WROUGHT COPPER SWEAT FITTINGS. JOINTS SHALL BE SOLDERED WITH 95 -5 OR SILVER SOLDER. HEATING HOT WATER PIPING 3" AND ABOVE SHALL BE SCHEDULE 40 BLACK STEEL A -53 SEAMLESS PIPE WITH WELDED FITTINGS. b. VALVES SHALL BE CRANE, WALWORTH, NIBCO, STOCKHAM OR EQUAL; SERVICE PRESSURE SHALL BE AS REQUIRED. VALVES SHALL BE SUITABLE FOR SERVICE INTENDED. c. PROVIDE HANGERS, SUPPORTS AND INSULATION SADDLES AS REQUIRED AND PER ANSI REQUIREMENTS. PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE. d. PIPING SHALL BE SIZED AT A MAXIMUM PRESSURE DROP OF 3.5 FT PER 100 FEET & 4 FEET /SEC VELOCITY. e. CONTROL VALVE Cv RATINGS SHALL BE SELECTED AT A MAXIMUM PRESSURE DIFFERENTIAL ACROSS THE VALVE OF 2 PSI. f. PROVIDE 3' DIA. x 24"L SCHEDULE 40 PVC INLINE FILTER FILLED WITH LIMESTONE AGGREGATE TO NEUTRALIZE THE BOILER'S CONDENSATE DRAIN. 17. TEMPERATURE CONTROL DEVICES: a. THE HVAC SYSTEM SHALL BE PROVIDED WITH AN AUTOMATIC SPACE TEMPERATURE CONTROL DEVICE THAT SHALL BE CAPABLE OF BEING SET TO MAINTAIN SPACE TEMPERATURE SET POINTS FROM 55 °F TO 85 °F AND SHALL BE CAPABLE OF OPERATING THE SYSTEM HEATING AND COOLING IN SEQUENCE. b. THERMOSTATS SHALL HAVE NUMERIC SET POINTS IN °F, ADJUSTABLE SETPOINT STOPS AND SHALL BE MOUNTED AT 54" ABOVE FINISHED FLOOR ADJACENT TO THE ROOM'S LIGHT SWITCH. 18. BEFORE STARTING ANY WORK, THE CONTRACTOR FOR THIS SECTION OF THE WORK SHALL EXAMINE A COMPLETE SET OF DRAWINGS FOR ALL TRADES, INCLUDING ARCHITECTURAL, STRUCTURAL, HVAC, ELECTRICAL, FIRE PROTECTION AND PLUMBING. DIMENSIONS, SPACE REQUIREMENTS AND POINTS OF CONNECTION TO ALL EQUIPMENT SHALL BE VERIFIED, AND ANY MINOR ADJUSTMENTS NECESSARY TO AVOID CONFLICT WITH THE BUILDING STRUCTURE AND THE WORK OF THE OTHER TRADES SHALL BE MADE. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF ANY MAJOR CONFLICTS OCCUR. 19. COORDINATE LOCATIONS OF ALL ROOF AND EXTERIOR WALL OPENINGS WITH ALL RELEVANT TRADES, AND PROVIDE WATERTIGHT FLASHINGS WHEREVER PENETRATIONS OCCUR. EXACT LOCATIONS AND SIZES MAY BE DEPENDENT UPON EQUIPMENT SELECTIONS; COORDINATE SIZES AND LOCATIONS OF ALL OPENINGS WITH APPROPRIATE EQUIPMENT REQUIREMENTS. 20. PERMANENT ACCESS TO EQUIPMENT SHALL BE PROVIDED, AND A MINIMUM OF 30" CLEAR WORKING SPACE IN FRONT OF ACCESS PANELS TO THE COMPRESSOR, BLOWER ASSEMBLY AND AIR FILTER SECTION OF THE EQUIPMENT SHALL BE PROVIDED BY GENERAL CONTRACTOR. 21. ALL EQUIPMENT SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE WITH CODE APPROVED VIBRATION ISOLATORS. 22. EACH PIECE OF EQUIPMENT AND ALL SYSTEMS SHALL BE ADJUSTED AND RE- ADJUSTED TO INSURE PROPER FUNCTION OF ALL CONTROLS, MAINTENANCE OF TEMPERATURE, ADEQUACY OF FLOWS AND CAPACITIES, ELIMINATION OF NOISE AND VIBRATION, AND SHALL BE LEFT IN PROPER OPERATING CONDITION. 23. TEST & BALANCING: a. THE ENTIRE HEATING AND VENTILATING SYSTEM SHALL BE BALANCED BY AN INDEPENDENT CERTIFIED TEST AND BALANCE COMPANY. b. 5 COPIES OF THEIR BALANCE REPORTS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. c. ALL REQUIRED RE- SHEEVING AND ADJUSTING OF EQUIPMENT SHALL BE MADE BY THE TEST & BALANCE CONTRACTOR. d. ALL FINAL MEASURED CAPACITIES SHALL BE WITHIN 10% OF THOSE INDICATED ON THE PLANS. 24. FINAL LOCATION OF GRILLES, REGISTERS & DIFFUSERS SHALL BE PER THE ARCHITECTURAL PLANS, ELEVATIONS OR AS PER FIELD REQUIREMENTS. 25. THE GENERAL CONTRACTOR SHALL FURNISH & INSTALL ALL OF THE REQUIRED ACCESS PANELS IN THE DRYWALL CEILINGS TO GAIN SERVICE ACCESS TO THE EQUIPMENT. EQUIPMENT WITH MANUFACTURER MANDATED SERVICE REQUIREMENTS INSTALLED WITHIN CRAWLSPACES MUST BE A MAXIMUM OF 20 FEET FROM AN ACCESS PANEL. 26. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION OPERATION & MAINTENANCE MANUALS RECOMMENDATIONS ESPECIALLY FOR SERVICE CLEARANCES. 27. FILTERS: a. SHALL BE U.L. RATED AND APPROVED. b. PRESSURE DROPS SHALL NOT EXCEED .10" STATIC PRESSURE. 28. ELECTRICAL CONNECTIONS: a. UNLESS OTHERWISE INDICATED ALL MAGNETIC MOTOR STARTERS, THERMAL OVERLOADS, LOW VOLTAGE THERMOSTATS, CONTROL RELAYS, CONTROL TRANSFORMERS AND SOLINOID VALVES SHALL BY FURNISHED BY THE MECHANICAL CONTRACTOR. b. PROVIDE MOTORS AND EQUIPMENT FOR ONLY THOSE CURRENT CHARACTERISTICS INDICATED ON THE DRAWINGS. c. IT IS THE INTENT OF THIS DIVISION TO REQUIRE A COMPLETE SYSTEM PER THE CONTRACT DOCUMENTS. d. COORDINATE ALL EQUIPMENT REQUIRING ELECTRICAL POWER, REGARDLESS OF VOLTAGE, WITH OTHER TRADES, SO THAT ALL SYSTEMS ARE COMPLETE AND OPERATIONAL. e. ALL THREE PHASE MOTORS SHALL BE PROVIDED WITH PHASE LOSS PROTECTION. f. ALL SINGLE AND THREE PHASE MOTORS, STARTERS AND DISCONNECTS PROVIDED BY MECHANICAL CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR. 29. TEMPORARY HEATING DURING CONSTRUCTION: a. MECHANICAL EQUIPMENT SHALL NOT BE UTILIZED FOR TEMPORARY HEATING. ENERGY RECOVERY UNIT SCHEDULE OR EQUIVALENT UNIT MANUFACTURER & AREA HEATING COIL DATA SUPPLY FAN DATA EXHAUST FAN DATA WINTER SUMMER RELIEF HEAT RECOVERY MODULE FILTER DATA ELECTRICAL DATA STACK OPER. TAG MODEL NO. SERVICE LOCATION OPER. WT. (LBS) REMARKS CFM HP RPM ESP CFM HP RPM ESP OA SA OA SA TYPE CORE % EFF. OA TYPE RA TYPE SIZE FLA V / PH / Hz (S.L.) VESTIBULE 111 IN OUT MIN MAX V / PH / Hz (IN.) 190 8.0 1.3 (IN.) EAT EAT EAT EAT (IN) MATERIAL WNTR/SUM B 1 TRIANGLE TUBE HEATING & JANfTOR'S 250 0 190.0 5 ERV -1 RENEWAIRE - HE3XINV RESTROOMS R IC'N' OOM ROOM 2500 3 1685.0 0.8 2500 3 1685.0 0.8 -20 43 95 81 PLATE L125 -00 68/46 MERV 8 MERV 8 20x20 18.4 208/3/60 640 BACKDRAFT DAMPERS, VIBRATION ISOLATORS, FLEXIBLE DUCT CONNECTIONS BOILER SCHEDULE OR EQUIVALENT UNIT MANUFACTURER & AREA HEATING COIL DATA CAPACITY(MBH)@ GASPRESSURE MINIMUM PRESS. RELIEF DOM. WATER TEMP. GPH @ ELECTRICAL STACK OPER. OUT (°F) UNIT MANUFACTURER & SERVICE LOCATION 8000' ASL (IN WC) FLOW MAX PD PRESS EWT ( °F) LWT (°F) DATA DIA. WT. REMARKS TAG MODEL N0. (GAL.) (MBH) {GPM} (FT} V / PH / Hz (MBH) (CFM) CUH -1 (S.L.) VESTIBULE 111 IN OUT MIN MAX V / PH / Hz 46 190 8.0 1.3 200 150 (PSI) 140 228 (IN) (LBS) 50% PROPYLENE GLYCOL B 1 TRIANGLE TUBE HEATING & JANfTOR'S 250 0 190.0 5 13 12.9 2.0 30 110 140 120!1160 4 176 50% PROPYLENE GLYCOL, BOILER ALARM SHALL BE SENT TO THE OWNER'S 12.7 PRESTIGE SOLO 250 SNOWMELT CLOSET 22 16 12011 160 25 T PROPYLENE GLYCOL 25 SPEED 2 OVERNIGHT STORAGE 112 ST -5 -C WATER CLOSET CIRCULATOR CENTRAL COMMUNICATION CENTER. COORDINATE WITH OWNER HOT WATER GENERATOR SCHEDULE OR EQUIVALENT UNIT MANUFACTURER & AREA HEATING COIL DATA STORAGE BOILER MINIMUM PRESS. BOILER WATER TEMP. DOM. WATER TEMP. GPH @ OPER. LOCATION IN ( °F) OUT (°F) IN (°F) OUT ( °F) TAG MODEL NO. SERVICE LOCATION CAPACITY OUTPUT BOILER GPM DROP 100 °F AT WT. LBS) REMARKS PD (FT) W CAPACITY (MBH) GPM (GAL.) (MBH) PD (FT) (FT) V / PH / Hz (MBH) (CFM) CUH -1 (S.L.) VESTIBULE 111 VESTIBULE 111 WH 1 TRIANGLE TUBE RESTROOMS JANITORS CLOSET 46 190 8.0 1.3 200 150 40 140 228 615 - 50% PROPYLENE GLYCOL SMART 50 4 0.31 94.5 44.0 90.6 130 110 10.4 0.9 133 50°10 PROPYLENE GLYCOL ANODIZED ALUMINUM. SEE DRAWINGS FOR LOCATIONS, SIZES AND SPECIFIED CFMS. UH -2 CABINET HEATER SCHEDULE OR EQUIVALENT UNIT MANUFACTURER & AREA HEATING COIL DATA ELECTRICAL DATA HEATING COIL DATA ELECTRICAL DATA OPER. MANUFACTURER & TAG MODEL NO. SERVICE LOCATION CFM MODEL N0. SERVICE WT. (LBS) REMARKS FINISH (IN) TAG MODEL NO. MODEL NO. SERVICE LOCATION GPM EWT ( °F) LWT (°F) PD (FT) W CAPACITY (MBH) GPM EWT ( °F) LWT (°F) PD (FT) HP V / PH / Hz (MBH) (CFM) CUH -1 STERLING C- 1160 -02 VESTIBULE 111 VESTIBULE 111 185 8.7 1.5 130 110 0.15 1/15 115/1/60 102 50% PROPYLENE GLYCOL HYDRONIC UNIT HEATER SCHEDULE OR EQUIVALENT UNIT MANUFACTURER & AREA HEATING COIL DATA ELECTRICAL DATA AIRFLOW COIL UNIT MANUFACTURER & LOCATION CFM OPER. REMARKS REMARKS CAPACITY MODEL N0. SERVICE (SQ FT) FT FINISH (IN) TAG MODEL NO. MODEL NO. SERVICE LOCATION GPM EWT ( °F) LWT (°F) PD (FT) W V / PH / Hz WT. (LBS) REMARKS OH D. WJ (IN) STEEL CONSTRUCTION. SEE DRAWINGS FOR LOCATIONS, SIZES, AND SPECIFIED CFMS. BOILER SYSTEM (MBH) (CFM) XL) (FPM) 1 WIRSBO hePEX (MBH) EAT LAT UH -1 STERLING HS -125A GRdOUNDS MAINTENANCE 580 12.7 2.5 130 110 2.2 16 120/1/60 25 50% PROPYLENE GLYCOL 555.6 4 0.31 94.5 44.0 90.6 130 110 10.4 0.9 133 50°10 PROPYLENE GLYCOL ANODIZED ALUMINUM. SEE DRAWINGS FOR LOCATIONS, SIZES AND SPECIFIED CFMS. UH -2 STERLING HS -125.0 KIDS SKI SCHOOL 580 12.7 2.5 130 110 22 16 12011 160 25 T PROPYLENE GLYCOL 25 SPEED 2 OVERNIGHT STORAGE 112 ST -5 -C WATER CLOSET CIRCULATOR HEATING COIL SCHEDULE OR EQUIVALENT UNIT MANUFACTURER & AREA BTUH/ SQ SURFACE AIRFLOW COIL FACE LOOP AIR P.D. HEATING COIL DATA OPER. TAG MODEL N0. SERVICE (SQ FT) FT FINISH (IN) SPACING TAG MODEL NO. SERVICE LOCATION TYPE THROUGH COIL DIMENSIONS (H VELOCITY ROWS (IN. WC) WEIGHT REMARKS OH D. WJ (IN) STEEL CONSTRUCTION. SEE DRAWINGS FOR LOCATIONS, SIZES, AND SPECIFIED CFMS. BOILER SYSTEM EQUIPMENT (CFM) XL) (FPM) 1 WIRSBO hePEX (MBH) EAT LAT EWT LWT GPM HD (FT) (LBS) 1.73 HCA MCQUAY5WH0804B ERV -1 ATTIC HOT WATER 2500 27 X24 555.6 4 0.31 94.5 44.0 90.6 130 110 10.4 0.9 133 50°10 PROPYLENE GLYCOL SNOWMELT SCHEDULE - ZONE MANUFACTURER & MANUFACTURER & AREA BTUH/ SQ SURFACE TUBE DIA TIDE NUMBER LOOP GPM/ GPM! H(IN) LOCATION TAG MODEL N0. SERVICE (SQ FT) FT FINISH (IN) SPACING LOOPS LENGTH LOOP MANIFOLD PD (FT) REMARKS A TITUS -OMNI SUPPLY CEILING SQUARE PLAQUE 1 OH D. WJ (IN) STEEL CONSTRUCTION. SEE DRAWINGS FOR LOCATIONS, SIZES, AND SPECIFIED CFMS. BOILER SYSTEM EQUIPMENT 6 11 3/4 16 1 WIRSBO hePEX SOUTH ENTRANCE 283 125 CONCRETE 5/8 9 2 189 1.73 3.5 9.50 50 % PROPYLENE GLYCOL 2 WIRSBO hePEX LOCKERS 225 125 CONCRETE 5/8 9 2 150 1.39 2.8 5.13 50% PROPYLENE GLYCOL AIR DEVICE SCHEDULE OR EQUIVALENT UNIT MANUFACTURER & USE MOUNTING STYLE FRAME FINISH MAX SOUND REMARKS TAG MODEL NO. H(IN) LOCATION V /PH /Hz TYPE MODEL NO. SERVICE LOCATION VOLUME (GPM) WEIGHT REMARKS LOCATION VOLUME VOLUME LVL (NC) (GAL) A TITUS -OMNI SUPPLY CEILING SQUARE PLAQUE 1 OH D. WJ 25 STEEL CONSTRUCTION. SEE DRAWINGS FOR LOCATIONS, SIZES, AND SPECIFIED CFMS. BOILER SYSTEM EQUIPMENT 6 11 3/4 16 0.7 50.0 115/1160 60 B TITUS - 350RL EXHAUST CEILING 3E SINGLE 1 W! 25 STEEL CONSTRUCTION. SEE DRAWINGS FOR LOCATIONS, SIZES, AND SPECIFIED CFMS. 12 30 130 35 DE DE FL E CTION GRILLE 8 ARCH ARCH 4 -WAY CONTROL VALVE C LOS CLOSET C TITUS - CT580 OUTDOOR AIR & SOFFIT LINEAR BAR GRILLE COLOD. WJ #96 DARK 30 ANODIZED ALUMINUM. SEE DRAWINGS FOR LOCATIONS, SIZES AND SPECIFIED CFMS. 1750 ET -2 EXHAUST DOMESTIC HOT JANITOR'S SOFFIT BRONZE 10 10.375 GLYCOL FEEDER SCHEDULE OR EQUIVALENT UNIT MANUFACTURER & SERVICE OR EQUIVALENT TANK DIMENSIONS FREE FLOW ELECTRICAL DATA OPER. ACCEPT D[A(IN) H(IN) W V /PH /Hz TAG MODEL NO. SERVICE LOCATION VOLUME (GPM) WEIGHT REMARKS LOCATION VOLUME VOLUME PRESSURE (GAL) PRESSURE TEMP ( °F) WEIGHT LOCATION RPM (LBS) HP GF -1 AXIOM- MF200 BOILER SYSTEM EQUIPMENT 6 11 3/4 16 0.7 50.0 115/1160 60 ET -1 AMTROL EXTROL 60 HEATING SYSTEM S PLATFORM 2.5 11 23 12 12 30 130 35 EXPANSION TANK SCHEDULE MANUFACTURER & MODEL NO. SERVICE OR EQUIVALENT UNIT MANUFACTURER & ELECTRICAL DATA NOISE TANK ACCEPT DIMENSIONS CHARGE OPERAT. RELIEF WATER OPER. WT. REMARKS TOTAL TAG MODEL NO. SERVICE LOCATION VOLUME VOLUME PRESSURE PRESSURE PRESSURE TEMP ( °F) WEIGHT LOCATION RPM (IN) HP V (GAL) (GAL) DIA (IN) ( ) H (IN) (PSI) (PSI) (PSI) UNOCCUPIED (LBS) INLINE ET -1 AMTROL EXTROL 60 HEATING SYSTEM S 7.6 2.5 11 23 12 12 30 130 35 - 8 4 -WAY CONTROL VALVE C LOS CLOSET DIFFERENTIAL BYPASS VALVE -2 BRUTE 11 CLOSET HANGERS, FLEXIBLE DUCT CONNECTIONS AIR VENT 6.0 1750 ET -2 AMTROL THERM- X=TROL DOMESTIC HOT JANITOR'S 2.1 0.4 10 10.375 30 30 125 140 25 SPEED 2 ST -5 -C WATER CLOSET CIRCULATOR P -4 GRUNDFOS UP 26 -64 F SNOWMELT -------_-____-----_-------------------------------------------------------- - - - - -- SUPPLY FAN SCHEDULE OR EQUIVALENT MANUFACTURER & MANUFACTURER & MODEL NO. SERVICE AREA (SQ FT) BTUH/ SQ FT SUPPLY FAN ELECTRICAL DATA NOISE OPER. LOOP LENGTH UNIT TAG MANUFACTURER & MODEL NO. SERVICE LOCATION TYPE LEVEL WT. REMARKS TOTAL FAN ESP 1/2" 9 3 161 0.763 2.3 4.5 50% Propylene Glycol V / PH / Hz CFM RPM (IN) HP V PH HZ (SONES) (LBS) 1750 SF -1 COOK UNOCCUPIED ATTIC INLINE 2500 1166 0.5 112 120 1 60 13.8 203 BACKDRAFT DAMPER, VIBRATION ISOLATION GRUNDFOS UP 15 -42 F 165SQN -B HEATING HEATING 8 4 -WAY CONTROL VALVE -I� `'L DIFFERENTIAL BYPASS VALVE -2 BRUTE 11 CLOSET HANGERS, FLEXIBLE DUCT CONNECTIONS i I 1 I I ------- - --__- - - - -- _ _--- - - - - -- _ - _- - - - - -- , - - - ------------ - - - - - - ®_ -- ------- - - - - -_ PUMP SCHEDULE ELIMINATED UNDER ALTERNATE #1 I I I I I RADIANT SCHEDULE OR EQUIVALENT UNIT MANUFACTURER & MANUFACTURER & MODEL NO. SERVICE AREA (SQ FT) BTUH/ SQ FT TOTAL TUBE DIA (IN) ELECTRICAL DATA LOOP LENGTH GPM/ LOOP GPM/ MANIFOLD TAG MODEL NO. SERVICE LOCATION TYPE GPM HEAD (FT) RPM REMARKS 1/2" 9 3 161 0.763 2.3 4.5 50% Propylene Glycol V / PH / Hz HP1W IWIRSBO hePEX P -1 GRUNDFOS UP 32 -40 F BOILER JANITOR'S HEATING 12.9 4.0 1750 115/1/60 78 W SPEED 1 50% Propylene Glycol - -i/i -- CHECK VALVE CLOSET CIRCULATOR --- 401-- BALANCING VALVE -CO- FLOW REGULATOR VALVE BUTTERFLY VALVE P GRUNDFOS UP 15 -42 F DOMESTIC WATER JANITOR'S HEATING 8 4 -WAY CONTROL VALVE -I� `'L DIFFERENTIAL BYPASS VALVE -2 BRUTE 11 CLOSET CIRCULATOR AIR VENT 6.0 1750 115/1/60 85W P -3 GRUNDFOS UPS 32 -40 F HCA, UH -1, UH -2, JANITOR'S HEATING 16.9 7.5 1750 11511/60 86 W SPEED 2 CUH -1 CLOSET CIRCULATOR P -4 GRUNDFOS UP 26 -64 F SNOWMELT JANITOR'S HEATING 6.3 15.1 1750 115/1/60 185W CLOSET CIRCULATOR P 5 GRUNDFOS 115 -42 F RADIANT JANITOR'S HEATING 9 g 1750 115/1/60 85W ALTERNATE #1 BRUTE II CLOSET CIRCULATOR I I I I I RADIANT SCHEDULE OR EQUIVALENT MANIFOLD TAG ZONE TAG MANUFACTURER & MODEL NO. SERVICE AREA (SQ FT) BTUH/ SQ FT SURFACE FINISH TUBE DIA (IN) TUBE SPACING (IN) NUMBER LOOPS LOOP LENGTH GPM/ LOOP GPM/ MANIFOLD PD (FT) Remarks 1 1 WIRSBO hePEX 104 MEN'S RESTROOM 340 30.00 CONCRETE 1/2" 9 3 161 0.763 2.3 4.5 50% Propylene Glycol 2 2 IWIRSBO hePEX 105 WOMEN'S RESTROOM 388 30.00 CONCRETE 1/2" 9 3 182 0.865 2.6 6.2 50% Propylene Glycol L--------------------------------- ._..._...------- - - - - -- ------------------------------ - - - --� ALTERNATE #1 MECHANICAL LEGEND ARE NOT NECESSARILY OED N LEGEND -HWS- HEATING WATER SUPPLY -HWR- HEATING WATER RETURN -CWS- CHILLED WATER SUPPLY -CWR- CHILLED WATER RETURN -SMS- SNOWMELT SUPPLY -SMR- SNOWMELT RETURN -RFS - RADIANT FLOOR SUPPLY -RFR- RADIANT FLOOR RETURN -G- GAS -MPG- MEDIUM PRESSURE NATURAL GAS ---::; PIPE RISER s PIPE DROP U F 0 PIPE TAKEOFF (FROM BOTTOM OF MAIN ---C>- - PIPE TAKEOFF (FROM TOP OF MAIN) w PIP END CAP -tj PIPE CONTINUATION -_ PIPE EXPANSION GUIDE -� k- PIPE UNION -3F- PIPE ANCHOR w 2. z FLEXIBLE PIPE CONNECTION - -Cffi73- PIPE EXPANSION JOINT g POINT OF NEW CONNECTION PLUG VALVE - -i/i -- CHECK VALVE -�}- BALL VALVE --- 401-- BALANCING VALVE -CO- FLOW REGULATOR VALVE BUTTERFLY VALVE PRESSURE REDUCING VALVE 2 -WAY CONTROL VALVE -{I- 3 -WAY CONTROL VALVE 4 -WAY CONTROL VALVE -I� `'L DIFFERENTIAL BYPASS VALVE STRAINER -i-•� NATURAL GAS PRESSURE REGULATOR - AIR VENT 0 OA OUTDOOR AIR RA RETURN AIR SA SUPPLY AIR EA EXHAUST AIR PAD RETURN AIR DAMPER SAD SUPPLY AIR DAMPER SG SUPPLY GRILLE RG RETURN GRILLE TG TRANSFER GRILLE SO SUPPLY DIFFUSER RD RETURN DIFFUSER TD TRANSFER DIFFUSER (D THERMOSTAT Q SENSOR (CALL OUT ON DRAWINGS) oi' -:�E[ FIRE/SMOKE DAMPER FIRE DAMPER MOTOR OPERATED DAMPER (MOD) MANUAL BALANCING DAMPER -��-�- CHANGE OF ELEVATION (D) DROP (R) RISE FLEXIBLE DUCT CONNECTION TURNING VANES IN 90° ELBOW DUCT SIZES ARE NET FREE AREA ? ?x ?. 1ST NO_ IS DUCT WIDTH. 2ND NO. IS DUCT DEPTH. SECTION THRU ROUND DUCT SECTION THRU SUPPLY AIR DUCT ® SECTION THRU RETURN /EXHAUST AIR DUCT ROUND DUCT TURN DOWN T SUPPLY DUCT TURN DOWN RETURN/EXHAUST DUCT TURN DOWN CFM -S SUPPLY REGISTERIDIFFUSER/LOUVER NECK SIZE CFM -R/-� RETURN REGISTER/DIFFUSER/LOUVER NECK SIZE CFMFM O.A.l'\ OUTSIDE AIR REGISTER/DIFFUSER/LOUVER NECK�SIiO CF- M-- EXHAUST REGISTER/DIFFUSER/LOUVER NECK SIZE CFM DOOR UNDERCUT A ,rt, (A) SECTION CUT LINE W (B) SHEET SHOWN ON ERV -1: DURING OCCUPIED HOURS, ERV -1 SHALL START AND RUN CONTINUOUSLY. DURING UNOCCUPIED HOURS, THE ERVA SHALL STOP. HCA: THE MODULATING 2 -WAY VALVE SERVING HCA SHALL BE CONTROLLED BY A PROGRAMMABLE THERMOSTAT. DURING OCCUPIED HOURS, THE 2 -WAY VALVE SHALL MODULATE TO MAINTAIN THE OCCUPIED SETPOINT. DURING UNOCCUPIED HOURS, THE 2 -WAY VALVE SHALL MODULATE TO MAINTAIN THE UNOCCUPIED SETPOINT. IF ALTERNATE #1 IS ACCEPTED, THE 2 -WAY VALVE WILL CLOSE DURING UNOCCUPIED HOURS. SF -1: DURING OCCUPIED HOURS, SF -1 SHALL STOP. DURING UNOCCUPIED HOURS, SF -1 SHALL CYCLE ON /OFF TO MAINTAIN THE UNOCCUPIED HEATING SETPOINT. B -1, P -1 & P -2: ON ANY CALL FOR HEATING, P -1 SHALL START AND B_1 SHALL FIRE TO MAINTAIN THE SUPPLY WATER TEMPERATURE AT 130 DEG F. IF THE TEMPERATURE IN THE INDIRECT WATER HEATER DROPS BELOW 115 DEG F, P -1 SHALL STOP, P -2 SHALL START AND THE BOILER SHALL RAMP UP TO A LWT OF 200 DEG F UNTIL THE TEMPERATURE IN THE INDIRECT WATER HEATER REACHES 140 DEG F. ONCE INDIRECT WATER HEATER IS SATISFIED, P -22 SHALL STOP, P -1 SHALL START AND THE BOILER SHALL FIRE TO MAINTAIN THE SUPPLY WATER TEMPERATURE AT 130 DEG F. THE CONTRACTOR SHALL PRICE AS AN ALTERNATE INSTALLING RADIANT FLOORING IN THE MEN'S AND WOMEN'S RESTROOMS AS SHOWN IN THE RADIANT SCHEDULE. NOTE THAT INCLUDED IN THIS ALTERNATE IS THE RADIANT MANIFOLD, RADIANT TUBING, STAPLE UP INSULATION, RADIANT PUMP (P -5) AND ALL ASSOCIATED PIPING, AND ANY OTHER COMPONENTS REQUIRED FOR A COMPLETE AND FUNCTIONAL RADIANT SYSTEM. AS A PART OF THIS ALTERNATE, SUPPLY FAN, SF -1, AND A- CIATED DUCTWORK WILL BE ELIMINATED AND HEATING COIL, HCA, WILL ONLY BE USED FOR HEATING AIR OUTDOOR AIR FROM THE ERV. UNOCCUPIED HEATING FOR THE RESTROOMS WILL BE SUPPLIED BY THE RADIANT FLOOR SYSTEM. r it k T ai i z 0 a wi 0 ri H H PRESSURE - TEMP. TAP -� PRESSURE GAUGE -�� THERMOMETER 0 OA OUTDOOR AIR RA RETURN AIR SA SUPPLY AIR EA EXHAUST AIR PAD RETURN AIR DAMPER SAD SUPPLY AIR DAMPER SG SUPPLY GRILLE RG RETURN GRILLE TG TRANSFER GRILLE SO SUPPLY DIFFUSER RD RETURN DIFFUSER TD TRANSFER DIFFUSER (D THERMOSTAT Q SENSOR (CALL OUT ON DRAWINGS) oi' -:�E[ FIRE/SMOKE DAMPER FIRE DAMPER MOTOR OPERATED DAMPER (MOD) MANUAL BALANCING DAMPER -��-�- CHANGE OF ELEVATION (D) DROP (R) RISE FLEXIBLE DUCT CONNECTION TURNING VANES IN 90° ELBOW DUCT SIZES ARE NET FREE AREA ? ?x ?. 1ST NO_ IS DUCT WIDTH. 2ND NO. IS DUCT DEPTH. SECTION THRU ROUND DUCT SECTION THRU SUPPLY AIR DUCT ® SECTION THRU RETURN /EXHAUST AIR DUCT ROUND DUCT TURN DOWN T SUPPLY DUCT TURN DOWN RETURN/EXHAUST DUCT TURN DOWN CFM -S SUPPLY REGISTERIDIFFUSER/LOUVER NECK SIZE CFM -R/-� RETURN REGISTER/DIFFUSER/LOUVER NECK SIZE CFMFM O.A.l'\ OUTSIDE AIR REGISTER/DIFFUSER/LOUVER NECK�SIiO CF- M-- EXHAUST REGISTER/DIFFUSER/LOUVER NECK SIZE CFM DOOR UNDERCUT A ,rt, (A) SECTION CUT LINE W (B) SHEET SHOWN ON ERV -1: DURING OCCUPIED HOURS, ERV -1 SHALL START AND RUN CONTINUOUSLY. DURING UNOCCUPIED HOURS, THE ERVA SHALL STOP. HCA: THE MODULATING 2 -WAY VALVE SERVING HCA SHALL BE CONTROLLED BY A PROGRAMMABLE THERMOSTAT. DURING OCCUPIED HOURS, THE 2 -WAY VALVE SHALL MODULATE TO MAINTAIN THE OCCUPIED SETPOINT. DURING UNOCCUPIED HOURS, THE 2 -WAY VALVE SHALL MODULATE TO MAINTAIN THE UNOCCUPIED SETPOINT. IF ALTERNATE #1 IS ACCEPTED, THE 2 -WAY VALVE WILL CLOSE DURING UNOCCUPIED HOURS. SF -1: DURING OCCUPIED HOURS, SF -1 SHALL STOP. DURING UNOCCUPIED HOURS, SF -1 SHALL CYCLE ON /OFF TO MAINTAIN THE UNOCCUPIED HEATING SETPOINT. B -1, P -1 & P -2: ON ANY CALL FOR HEATING, P -1 SHALL START AND B_1 SHALL FIRE TO MAINTAIN THE SUPPLY WATER TEMPERATURE AT 130 DEG F. IF THE TEMPERATURE IN THE INDIRECT WATER HEATER DROPS BELOW 115 DEG F, P -1 SHALL STOP, P -2 SHALL START AND THE BOILER SHALL RAMP UP TO A LWT OF 200 DEG F UNTIL THE TEMPERATURE IN THE INDIRECT WATER HEATER REACHES 140 DEG F. ONCE INDIRECT WATER HEATER IS SATISFIED, P -22 SHALL STOP, P -1 SHALL START AND THE BOILER SHALL FIRE TO MAINTAIN THE SUPPLY WATER TEMPERATURE AT 130 DEG F. THE CONTRACTOR SHALL PRICE AS AN ALTERNATE INSTALLING RADIANT FLOORING IN THE MEN'S AND WOMEN'S RESTROOMS AS SHOWN IN THE RADIANT SCHEDULE. NOTE THAT INCLUDED IN THIS ALTERNATE IS THE RADIANT MANIFOLD, RADIANT TUBING, STAPLE UP INSULATION, RADIANT PUMP (P -5) AND ALL ASSOCIATED PIPING, AND ANY OTHER COMPONENTS REQUIRED FOR A COMPLETE AND FUNCTIONAL RADIANT SYSTEM. AS A PART OF THIS ALTERNATE, SUPPLY FAN, SF -1, AND A- CIATED DUCTWORK WILL BE ELIMINATED AND HEATING COIL, HCA, WILL ONLY BE USED FOR HEATING AIR OUTDOOR AIR FROM THE ERV. UNOCCUPIED HEATING FOR THE RESTROOMS WILL BE SUPPLIED BY THE RADIANT FLOOR SYSTEM. r it k T ai i z 0 a wi 0 ri H H ISSUED FOR: DATE: Progress 2/11/09 Progress 2/17/09 CDs 2/19/09 o: Z p o P M 000 W, .0 w N 00.t N w z 0 v w y z U w w M Q 0 W M IgU J X cs 0 4 U W a (n o U F 0 z m Q U _ - v w z Y F M U 2 _ ~ Q M J U J w 2. z W < ISSUED FOR: DATE: Progress 2/11/09 Progress 2/17/09 CDs 2/19/09 THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THEARCHITECr, VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DINWNSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 1! � �i�i 4 000 W, .0 w N 00.t 00 t � a x ass Cd r- r U a o&w u'4 ' a <C a THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THEARCHITECr, VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DINWNSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 1! � �i�i ALTERNATE #1 - WATTS S1 1556F FEED VALVE WATTS 9D REDUCED PRESSURE DOUBLE CHECK BACKFLOW PREVENTER r% I r_r_r_mr_KlTl A I AUTOFLOW AUTOMATIC BALANCING VALVE SET @ 12.9 GPM I .......................... . - RELIEF VALVE & PIPE TO FLOOR DRAIN (TYP) VIA. NEUTRALIZATION BASIN. NO SCALE --------------- --------------- /—U—H\ --------------- /c—u-R\ --------------- /—HC\ THERMOSTAT (TYP) SEE M2.1 FOR LOCATIONS AUTO AIR VENT 2" SPIROVENT AIR SEPARATOR VSR200 SUPPLY WATER SENSOR INTERLOCKED WITH BOILER CONTROLS. PROVIDE CLOSELY SPACED TEES. EXTERIOR DUCT INSULATION INSULATED FLEX DUCT - SHEET METAL STRAP DRY WALL CEILING SHEET METAL SHIELD S.S. WORM DRIVE CLAMP SQUARE TO ROUND ADAPTER AS REQUIRED 12" MIN. ABOVE SNOW LINE v a 11 i I I w i, I ki I 1 [910 1 Q A W A jj CONCENTRIC FLUE CAP PITCHED ROOF — FLASHING w 5. MAINTAIN MINIMUM 3' BETWEEN TERMINATION AND OPENING INTO ANOTHER BUILDING. z X w CONCENTRIC SLOPED ROOF TERMINATION DETAIL CIRCUIT SETTER CHECK VALVE OMIT ON SINGLE PUMP INSTALLATIONS t PRESSURE GAUGE GAUGE COCKS IROVIDE PUMP SUPPORT lz AT INLET & DISCHARGE PIPING - DO NOT SUPPORT FROM PUMP MOTOR P UNION OR FLANGE CONNECTION SHUTOFF VALVE PAVING STONES APPROX. 2" SAND COVERING LAYER ABOVE THE PIPING ll*pll� TO OBE WITHIN 25% F SLAB DEPTW SINGLE BUBBLE FOIL INSULATION IF SPACE REQUIRES, IT IS ACCEPTABLE FOR R=W/2 RADIUS ELBOW DETAIL NO SCALE 2-WAY MODULATING CONTROL VALVE, NORMALLY CLOSED OR OPEN AS REQUIRED TO PREVENT FLOW THRU COIL ' WHEN DE-ENERGIZED RETURN SUPPLY AL I GRISWOLD "ULTRA 2"I\� COMBINATION BALL SHUT-OFF AND FLOW CONTROL VALVE CLAMP MANUAL A MANUAL DAMPER, 0 1. INSULATE EXHAUST PIPE WITH 1/2" IMCO-LOCK INSL LATED RIGID DUCT U WHEN RUN THROUGH UNHEATED SPACES. 2. DO NOT LOCATE TERMINATION DIRECTLY BELOW U_ ROOF EAVES. 3. MAINTAIN MINIMUM 4' BETWEEN TERMINATION < AND ELECTRIC METERS, GAS METERS, REGULATORS, AND RELIEF EQUIPMENT. MAINTAIN MINIMUM VBETWEEN TERMINATION AND DRYER VENT OR COMBUSTION AIR INLET OUTLET OF ANOTHER APPLIANCE. 4. TERMINATION MUST BE AT LEAST 12" FROM ANY OPENING THROUGH WHICH FLUE PRODUCTS COULD ENTER THE BUILDING. w 5. MAINTAIN MINIMUM 3' BETWEEN TERMINATION AND OPENING INTO ANOTHER BUILDING. z X w CONCENTRIC SLOPED ROOF TERMINATION DETAIL CIRCUIT SETTER CHECK VALVE OMIT ON SINGLE PUMP INSTALLATIONS t PRESSURE GAUGE GAUGE COCKS IROVIDE PUMP SUPPORT lz AT INLET & DISCHARGE PIPING - DO NOT SUPPORT FROM PUMP MOTOR P UNION OR FLANGE CONNECTION SHUTOFF VALVE PAVING STONES APPROX. 2" SAND COVERING LAYER ABOVE THE PIPING ll*pll� TO OBE WITHIN 25% F SLAB DEPTW SINGLE BUBBLE FOIL INSULATION IF SPACE REQUIRES, IT IS ACCEPTABLE FOR R=W/2 RADIUS ELBOW DETAIL NO SCALE 2-WAY MODULATING CONTROL VALVE, NORMALLY CLOSED OR OPEN AS REQUIRED TO PREVENT FLOW THRU COIL ' WHEN DE-ENERGIZED RETURN SUPPLY AL I GRISWOLD "ULTRA 2"I\� COMBINATION BALL SHUT-OFF AND FLOW CONTROL VALVE RIM 9 1 a a I A • as d 1 .6 �; - z Z 0 W o o X 0 0 0 z SECURE TUBING TO WIRE z MESH EVERY 3' ON CENTER z Z O ISSUED FOR: DATE: . ............. I . ........ Progress 2/11/09 Progress 2/17109 CDs 2/19/09 2" THICK RIGID BOARD EDGE INSULATION REVERSE RETURN LAYOUT PAVING STONES SNOWMELT TUBING DETAIL ALTERNATE #1 — — — — — — — — — — — — — — — — F — — — — — — — — — — — — — — — — — — — — — — — — — — — — C,4 C) .10 cq MANIFOLD SUPPORT �,g4 'CA, MULTITHERM 2-WAY A a"t oc I I ❑ 0 00 C'4 BRACKET (TYP) ZONE CONTROL VALVE I vi P. '1110 .16 -8 (6 00 END CAP C�) C> >, 0 RETURN MAIN VALVE CAP W/ VENT MANIFOLD SUPPORT ANGLE VALVES(TYP) BRACKET (TYP.) 0 Z U 0 14 1 T a) o END CAP U 't _w RETURN MANIFOLD W/ VENT RETURN MAIN 0 00 RETURN MANIFOLD DRAIN DOWN THESE DRAWINGS AND SPECIFICATIONS AND THE , DESIGNS AND HOSE BIB .. ........ .. ....... ACCU SETTER IDEASREPRESENTED THEREBY ARE AND SHALL ARRANGEMENTS REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO DRAIN DOWN OTHERS, OR USED IN CONNECTION WITH ANY COMPRESSION 1/2"0 LOOP HOSE BIB WORK OR PROJECT FOR WHICH THEY HAVE BEEN ACCU SETTER PREPARED WITHOUT THE WRITTEN CONSENT OF FITTING (TYP) RETURN PIPING THEARCHITECT. VISUAL CONTACT WITH THESE SUPPLY DRAWINGS OR SPECIFICATIONS SHALL (TYP) MAIN END CAP COMPRESSION 5/8"0 LOOP RETURN CONSTITUTE CONCLUSIVE EVIDENCE OF 44 ff I W/ VENT - SUPPLY ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN FITTING (TYP) PIPING (TYP) DIMENSIONS ON THESE DRAWINGS SHALL HAVE MAIN PRECEDENCE OVER SCALED DIMENSIONS. SUPPLY MANIFOLD CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY SUPPLY MANIFOLD VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. DRAIN DOWN HOSE BIB BALL DRAIN DOWN VALVE BALL HOSE BIB COMPRESSION STANDARD RADIANT MANIFOLD SHALL VALVE FITTING (TYP) 1/2"0 LOOP SUPPLY INCLUDE ANGLE VALVES ONLY AND BE I MECHANICAL FITTING (TYP) CONTROLLED BY A SINGLE ZONE VALVE COMPRESSION 5/8"0 LOOP PIPING DIAGRAM & LOCATED W/ MANIFOLD. FITTING (TYP) SUPPLY FITTING (TYP) DETAILS RADIANT FLOOR MANIFOLD DETAIL i SNOWMELT MANIFOLD DETAIL NO SCALE I NO SCALE L--------------------------------------------- Aw TWIST -IN 0 TWIST-IN FITTING W/ MANUAL A MANUAL DAMPER, HANDLE, & LOCK NUT HANDLE, INSL LATED RIGID DUCT U 0 U_ w < RIM 9 1 a a I A • as d 1 .6 �; - z Z 0 W o o X 0 0 0 z SECURE TUBING TO WIRE z MESH EVERY 3' ON CENTER z Z O ISSUED FOR: DATE: . ............. I . ........ Progress 2/11/09 Progress 2/17109 CDs 2/19/09 2" THICK RIGID BOARD EDGE INSULATION REVERSE RETURN LAYOUT PAVING STONES SNOWMELT TUBING DETAIL ALTERNATE #1 — — — — — — — — — — — — — — — — F — — — — — — — — — — — — — — — — — — — — — — — — — — — — C,4 C) .10 cq MANIFOLD SUPPORT �,g4 'CA, MULTITHERM 2-WAY A a"t oc I I ❑ 0 00 C'4 BRACKET (TYP) ZONE CONTROL VALVE I vi P. '1110 .16 -8 (6 00 END CAP C�) C> >, 0 RETURN MAIN VALVE CAP W/ VENT MANIFOLD SUPPORT ANGLE VALVES(TYP) BRACKET (TYP.) 0 Z U 0 14 1 T a) o END CAP U 't _w RETURN MANIFOLD W/ VENT RETURN MAIN 0 00 RETURN MANIFOLD DRAIN DOWN THESE DRAWINGS AND SPECIFICATIONS AND THE , DESIGNS AND HOSE BIB .. ........ .. ....... ACCU SETTER IDEASREPRESENTED THEREBY ARE AND SHALL ARRANGEMENTS REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO DRAIN DOWN OTHERS, OR USED IN CONNECTION WITH ANY COMPRESSION 1/2"0 LOOP HOSE BIB WORK OR PROJECT FOR WHICH THEY HAVE BEEN ACCU SETTER PREPARED WITHOUT THE WRITTEN CONSENT OF FITTING (TYP) RETURN PIPING THEARCHITECT. VISUAL CONTACT WITH THESE SUPPLY DRAWINGS OR SPECIFICATIONS SHALL (TYP) MAIN END CAP COMPRESSION 5/8"0 LOOP RETURN CONSTITUTE CONCLUSIVE EVIDENCE OF 44 ff I W/ VENT - SUPPLY ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN FITTING (TYP) PIPING (TYP) DIMENSIONS ON THESE DRAWINGS SHALL HAVE MAIN PRECEDENCE OVER SCALED DIMENSIONS. SUPPLY MANIFOLD CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY SUPPLY MANIFOLD VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. DRAIN DOWN HOSE BIB BALL DRAIN DOWN VALVE BALL HOSE BIB COMPRESSION STANDARD RADIANT MANIFOLD SHALL VALVE FITTING (TYP) 1/2"0 LOOP SUPPLY INCLUDE ANGLE VALVES ONLY AND BE I MECHANICAL FITTING (TYP) CONTROLLED BY A SINGLE ZONE VALVE COMPRESSION 5/8"0 LOOP PIPING DIAGRAM & LOCATED W/ MANIFOLD. FITTING (TYP) SUPPLY FITTING (TYP) DETAILS RADIANT FLOOR MANIFOLD DETAIL i SNOWMELT MANIFOLD DETAIL NO SCALE I NO SCALE L--------------------------------------------- Aw : s �r i axxx GENEF�L NOTES: 1. ALL DUCTWORK DIMENSIONS ARE SHOWN INSIDE TO INSIDE. 2. ALL INTERIOR SUPPLY AND RETURN DUCTWORK SHALL INCLUDE 1 LINER UNLESS OTHERWISE NOTED. ALL DUCTWORK INSTALLED IN ATTIC SHALL BE WRAPPED WITH 1.5" THICK INSULATION UNLESS OTHERWISE NOTED. 3. ALL ROUND DUCT CONNECTIONS TO ROUND DUCTWORK SHALL BE CONICAL TEES. 4. ALL SQUARE 90 DEGREE ELBOWS SHALL HAVE TURNING VANES. E� 5. COORDINATE ALL ACCESS PANEL LOCATIONS WITH THE ARCHITECTURAL PLANS. ... .... . 6 COORDINATE DUCTWORK INSTALLATION WITH THE GENERAL CONTRACTOR TO ENSURE THAT LONG RUNS OF DUCTWORK CAN BE FED INTO TRUSSWORK IN LIEU OF BEING ASSEMBLED IN PLACE. 7. COORDINATE DUCT LAYOUT WITH TRUSS SHOP DRAWINGS AND NOTIFY ENGINEER OF ANY POTENTIAL CONFLICTS,,--... SHEET DETAIL NOTES: (D 18"X 16" OUTDOOR AIR DUCT DOWN FROM ATTIC. ( 18" X 16" EXHAUST AIR DUCT UP TO ATTIC. 3 18" X 16" RETURN AIR DUCT DOWN FROM ATTIC. 4 18" X 16" SUPPLY AIR DUCT UP TO ATTIC. OFFSET DUCTS AS NECESSARY TO ENSURE THE EXHAUST AND OUTDOOR AIR DUCTS ARE INSTALLED IN ADJACENT TRUSS SPACES AND ARE AS FAR WEST AS POSSIBLE. �J ROUTE DUCTS INTO SOFFIT BETWEEN 2X10s AND CONNECT TO LINEAR GRILLE INSTALLED ON THE UNDER SIDE OF SOFFIT. SEE SECTION 3. E 4" COMBUSTION AIR AND 4" VENT FROM BOILER. 8 BOILER CONCENTRIC VENT UP THRU ROOF. ROUTE DUCT BETWEEN LAST TRUSS AND EAST WALL. SF -1 AND ALL ASSOCIATED DUCTWORK IS ELIMINATED UNDER � a ALTERNATE #1. W h� U 8 z � o c � m 0 N W z O w W y x O w F w w n w O w ° Q U' 0 X U ° 5 O d O h NNC7 LL W r O z m M z � r y U - W z ° = d " J U r W C z , W d LI Pt A It"ai *0 • SCALE: 1/4"= 1'0" 16" EXHAUST (FRONT) 16" OUTDOOR IUCT (BEHIND) HVAC PLAN- SCALE: 1/4" = 1'0" SECTION 2 SCALE: 1/4" = 1'0" 2X 1( FRAN SECTION 3 SCALE: 1/4" =1'0" ISSUED FOR: DATE: Progress 2/11/09 Progress 2/17/09 CDs 2/19109 9 Nt �i CIO C14 0 N In y �o o 00 01, e� 00 0000 W � oho ° 4 0 7� KIDt -i� 0>,0 O h a ozu a v 00 �H It THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPAREDWITHOUT THE WRITTEN CONSENTOF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. s � M4 I s � 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE STRUCTURAL ENGINEER. 2. VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C. SHEET DETAIL NOTES: T RADIANT TUBING SHALL STOP 12" FROM EDGE OF THE FIRST STEP. 2T INSTALL SNOWMELT SENSOR IN LOCKER BAY. SENSOR SHALL NOT BE INSTALLED UNDERNEATH THE OVERHANG. �J BOILER ALARM SHALL BE SENT TO OWNER'S CENTRAL COMMUNICATION CENTER. COORDINATE WITH OWNER. 4T COORDINATE SNOWMELT TUBING WITH DRAIN S_.IN..LOCKER AREA. REFER TO CIVIL PLANS FOR LOCATIONS:... ...... , .......... T ........................... ell Z o +- o � m- 1- O W in x U m w w Z o w w J X U ° o a O NyU LL w n U F O Z m Q ra J U . to C Z W i- ISSUED FOR: DATE: Progress 2/11/09 Progress 2/17/09 CDs 2/19109 a r r r a M2.1 NORTH HVAC PIPING PLAN � y N � .gip c�1� w A 0, N 00 SCALE: 1/4" =1'0" +-+ � o o0 o ° •ti O d ozu acs, 0 Ua o H THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. a r r r a M2.1 'll III— iiilli 1, r i r 1. GENERAL: a. FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIES NECESSARY TO FURNISH, FABRICATE, DELIVER, STORE AND INSTALL ALL WORK NOTED ON THE DRAWINGS AND /OR SPECIFIED HEREIN. b. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE A COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE PLANS, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY THOSE PORTIONS THAT ARE SPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATIONS. 2. WORKMANSHIP: a. THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN -LIKE MANNER SATISFACTORY TO AND MEETING THE APPROVAL OF THE OWNER AND ARCHITECT. 3. MATERIALS: a. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR RESPECTIVE KIND, FREE FROM ALL DEFECTS AND OF THE MAKE AND QUALITY SPECIFIED. 4. SITE INSPECTION: a. CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS & EXACT NATURE OF THE WORK. b. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM. c. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE EXAMINATION. 5. CODES AND PERMITS: a. ALL MECHANICAL EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO THE 2003 IPC CODE AND ORDINANCES AS INTERPRETED BY THE TOWN OF VAIL BUILDING DEPARTMENT. b. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. c. COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT. 6. AS- BUILTS: a. CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS- BUILTS DOCUMENTS WITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT AND PRIOR TO FINAL ACCEPTANCE AND PAYMENT. 7. GUARANTEE: a. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER COMPLETION. 8. SUBMITTALS: a. CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW (SIX COPIES OF EACH). 9. COORDINATION: a. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. b. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE BEST ARRANGEMENT OF ALL DUCTS, PIPES, CONDUIT, ETC. 10. CUTTING AND PATCHING: a. ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE (NEW OR EXISTING) SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK. b. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. 11. CLEANUP: a. UPON COMPLETION OF THE WORK UNDER THIS SECTION, THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS, EQUIPMENT AND DEBRIS INCIDENTAL TO THIS WORK AND LEAVE THE PREMISES CLEAN AND ORDERLY. 12. PLUMBING IDENTIFICATION a. EQUIPMENT NAMEPLATES: METAL, WITH DATA ENGRAVED OR STAMPED, FOR PERMANENT ATTACHMENT ON EQUIPMENT. b. PIPE MARKERS: PREPRINTED, COLOR CODED, WITH LETTERING INDICATING SERVICE, AND SHOWING DIRECTION OF FLOW. c. VALVE TAGS: STAMPED OR ENGRAVED WITH 1/4" LETTERS FOR PIPING SYSTEM ABBREVIATION AND 1/2" NUMBERS, WITH NUMBERING SCHEME. PROVIDE 5/32" HOLE FOR FASTENER. d. VALVE TAG SCHEDULE: PREPARE A VALVE TAG SCHEDULE TO BE SUBMITTED TO THE MAINTENANCE ENGINEER FOR RECORD. 13. PIPE INSULATION: a. HOT & COLD WATER SUPPLY PIPING (EXCEPT RUN OUTS 12 FT. OR SHORTER TO INDIVIDUAL FIXTURES) TO BE INSULATED AS FOLLOWS: INSULATION THICKNESS, IN. PIPE SIZE, IN. (K =0.27 BTUH- IN /SQ.FT. F OR LESS) 1/2 11,3/4" & 1" 1" 1 1/4" THROUGH 6" 1 1/2" b, NO CW OR HW PIPING SHALL BE ROUTED IN EXTERIOR WALLS UNLESS PROPERLY INSULATED. 14. PIPING: a. WASTE, VENT AND STORM DRAIN PIPING: i. SHALL BE STANDARD WEIGHT CAST IRON HUB LESS TYPE. ii. UNDERGROUND PIPING CAN ALSO BE SCHEDULE 40 PVC. b. WATER PIPING: i. SHALL BE TYPE "L" COPPER HARD DRAWN WITH WROUGHT COPPER FITTINGS. ii. JOINTS SHALL BE SOLDERED WITH 95 -5 OR SILVER SOLDER. iii. WATER PIPING CAN ALSO BE WIRSBO AQUAPEX APR, REHAU RAUPEX OR EQUVVALANT- PROVIDE DEDUCT ALTERNATE PRICING. c. NATURAL GAS PIPING: i. 2" AND SMALLER SHALL BE THREADED STANDARD WEIGHT SCHEDULE 40 BLACK STEEL PIPE WITH SCREWED MALLEABLE IRON FITTINGS. ii. PIPING 2 1/2" AND LARDER SHALL BE WELDED. iii. ALL OUTDOOR EXPOSED PIPING SHALL BE PAINTED WITH OUTDOOR ENAMEL. iv. REGULATOR VENTING SHALL BE NO LONGER THAN MANUFACTURERS RECOMMENDATION, ALUMINUM, VENTED TO THE OUTDOORS, AND A MINIMUM OF 3' FROM ANY OPENING INTO BUILDING AND 6' FROM ANY MECHANICAL INTAKE AND V FROM ANY ELECTRICAL. d. UNDERGROUND NATURAL GAS PIPING: i. SHALL BE IPS SDR 10 TUBING WHICH MEETS ASTM D2513 MANUFACTURED BY UPONOR OR IAPMO. ii. ANY GAS PIPING ROUTED BENEATH HARD POURED SURFACES SHALL BE SLEEVED TO MEET THE REQUIREMENTS OF THE UTLITY COMPANY, XCEL ENERGY. 15. EACH PLUMBING VENT SHALL TERMINATE NOT LESS THAN TEN FEET FROM ANY MECHANICAL INTAKE AND AT LEAST THREE FEET FROM ANY OPENING INTO THE BUILDING. 16. CLEAN -OUTS SHALL BE INSTALLED AS PER SEC. 708.8 OF THE PLUMBING CODE. 17. PROVIDE WATERTIGHT FLASHING WHEREVER PIPES PASS THRU EXTERIOR WALLS, ROOF AND FLOORS. 18. PROVIDE FELT WITH METAL BACKING VIBRATION ISOLATION SLEEVES OR PADS AT ALL PIPE HANGERS OR SUPPORTS AND ALL POINTS WHERE PIPING COMES IN CONTACT WITH ANY PORTION OF THE STRUCTURE. APPLIES TO ALL WATER AND WASTE PIPING. 19. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UTILITIES PRIOR TO STARTING WORK OF THIS SECTION. MAKE REQUIRED ADJUSTMENTS TO CONNECT TO EXISTING UTILITIES. IF INDICATED POINTS OF CONNECTION CANNOT BE MADE TO UTILITIES AS FOUND, THE CONTRACTOR SHALL, BEFORE CONTINUING NOTIFY THE ARCHITECT PRIOR TO INSTALLING ANY WORK WHICH MAY BE AFFECTED. 20. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY AVAILABLE SPACES FOR INSTALLING THE WORK. 21. VALVES SHALL BE NIBCO, JENKINS, WALWORTH, STOCKHAM OR EQUAL. SERVICE PRESSURE SHALL BE SUITABLE FOR SERVICE INTENDED. 22. PROVIDE HANGERS AND SUPPORTS AS SCHEDULED MEETING THE 2003 IPC. PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE. 23. CONTRACTOR SHALL AFFIX A MAINTENANCE LABEL TO ALL EQUIPMENT REQUIRING ROUTINE MAINTENANCE AND SHALL PROVIDE THREE COPIES OF MAINTENANCE AND OPERATING MANUALS TO THE OWNER/OPERATOR. 24. CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL UTILITY METERS AND UTILITY CONNECTIONS. 25. ALL PLUMBING LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO A GREAT EXTENT AS POSSIBLE. ALL LINES NOT CONCEALED TO BE SECURED 6" OFF FLOOR AND 3/4" FROM WALL AND CEILINGS USING OFFSET BRACKETS. 26. AN APPROVED BACKFLOW PREVENTER SHALL BE PROPERLY INSTALLED UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY AND A SOURCE OF CONTAMINATION. 27. ALL SINGLE AND THREE PHASE MOTORS, STARTERS AND DISCONNECTS PROVIDED BY MECHANICAL CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR. a PLUMBING FIXTURE CONNECTION SCHEDULE MARK MANUCTURER & MODEL NO DESCRIPTION WASTE VENT COLD WATER HOT WATER REMARKS L -1 PLUMBING FIXTURE SPECIFICATIONS & HARDWARE SELECTION TO BE BY THE ARCHITECT, FIXTURE ALLOWANCE NOT TO EXCEED THE ESTABLISHED BUDGET. LAVATORY 1 -1/2" 1 -1/2" 1/2" 1/2" GRADE DF -1 DRINKING FOUNTAIN 1 -1/2" 1 -1/2" 1/2" - - WC -1 WATER CLOSET 3" 2" 1" - FLUSH VALVE CONDENSATE DRAIN SERVICE SINK 2" 1 -1/2" 3/4" 3/4" WALL CLEAN OUT UR -1 URINAL 2" 1 -1/2" - - WATERLESS COTG ZURN Z415HD CLEAN OUT TO GRADE VARIES - - - RE: SANITARY SEWER & VENT PLAN, LOCATE 2 -WAY COTG WITHIN 5' OF THE BUILDING ENVELOPE FPHB -1 WOODFORD MODEL 17 FREEZEPROOF HOSE BIBB - - 3/4" - PROVIDE VACUUM BREAKER PROTECTION WCO -1 ZURN Z1446 WALL CLEAN OUT VARIES - - - RE: SANITARY SEWER & VENT PLAN FD -1 ZURN Z415B FLOOR DRAIN 2" 1 -1/2" 1 - PROVIDE PRO SET TRAP GUARD CHROME WALLCOVER AND SCREW EXTERIOR WALL PLUGGED TEE WITH CLEAN OUT it- ......................... Y$" C.I. BEND BALANCE OF PIPING SAME AS CLEANOUT TO GRADE WALL CLTANOUT DIAGRAM NO SCALE GAS SHUT OFF VALVE TYP. u LOW PRESSURE GAS LINE 6" MIN. DRIP LEG NO SCALE 1 SIZE LARGER SHOP FABRICATE LEAD THEN VENT 0 CAP TO SLIDE OVER BASE JACK PROVIDE ABOVE ENT ui 1 12)MIN. LEAD JACK W FLANGE OVER FINISHED FELTS IN MASTIC W/2 PLY STRIPPING IN MASTIC OVER FLANGE - TYPICAL 12" EXTEND VENT INCREASER A MIN. OF 12" BELOW ROOF TREATED WOOD NAILER ' NOTE: COORDINATE FLASHING SIZES AS REQUIRED BY VARIOUS STACK SIZES "PATE" TYPE PLASTIC ROOF CURBS ARE AN APPROVED EQUIVALENT VENT THRU ROOF DETAIL NO SCALE REFERENCE THE ELECTRICAL DOCUMENTS FOR PIPE RELIEF VALVE TO -J r . r -Cw- DOMESTIC COLD WATER -HW- DOMESTIC HOT WATER z -HWC- DOMESTIC HOT WATER RECIRC. -W- WASTE ABOVE GRADE WATER HEATER PUMP '"'- '� -W- WASTE BELOW GRADE PIPE TAKEOFF (FROM TOP OF MAIN) -W-- GREASE WASTE ABOVE GRADE --GW- GREASE WASTE BELOW GRADE -IW -- INDIRECT WASTE PIPE UNION -G- GAS Fp -MPG- MEDIUM PRESSURE NATURAL GAS PIPE EXPANSION JOINT VENT POINT OF NEW CONNECTION -C- CONDENSATE DRAIN -t/F- CO CLEAN OUT 0 WCO WALL CLEAN OUT , t FCO FLOOR CLEAN OUT 0 COTG CLEAN OUT TO GRADE (E) EXISTING 2 -WRY CONTROL VALVE (N) NEW VTR VENT THROUGH ROOF DIFFERENTIAL BYPASS VALVE UTR UP THROUGH ROOF UP UP AIR VENT DN DOWN HB HOSE BIB -E+ FPHB FREEZE PROTECTED HOSE BIB PP PURGE PORT 1 FS FLOOR SINK PC PIPE CAP C PT PTRAP Oc IP INLINE PUMP w TO FIXTURES 5 - 1150F DOMESTIC HOT 1 WATER SUPPLY TEMPERATURE SENSOR LL ,so Nr 3 -WAY MODULATING ET -2 RE: EXPANSION TANK 7 MIXING VALVE SCHEDULE ON M1.0 �< 1 Y4'0 1 Y4" ♦ 3/4" DOWN TO NEAREST r°,.S FLOOR DRAIN FLOOR DRAIN 1ely d o g NOTE: ALL SYMBOLS SHOWN ON LEGEND z ARE NOT NECESSARILY USED. - PIPE RISER a PIPE DROP WATER HEATER PUMP '"'- '� PIPE TAKEOFF (FROM BOTTOM OF MAIN) - 0---° PIPE TAKEOFF (FROM TOP OF MAIN) z z a p PIP END CAP -{j PIPE CONTINUATION _ PIPE EXPANSION GUIDE O w PIPE UNION -M PIPE ANCHOR Fp FLEXIBLE PIPE CONNECTION - {YTJ3- PIPE EXPANSION JOINT Y w POINT OF NEW CONNECTION -- IZ%f -- PLUG VALVE -t/F- CHECK VALVE ---{- BALL VALVE -{^�- BALANCING VALVE -i�a- FLOW REGULATOR VALVE -I \}-- BUTTERFLY VALVE -I- PRESSURE REDUCING VALVE 2 -WRY CONTROL VALVE 3-WAY CONTROL VALVE 4 -WAY CONTROL VALVE DIFFERENTIAL BYPASS VALVE -f-�f- STRAINER NATURAL GAS PRESSURE REGULATOR AIR VENT - PRESSURE -TEMP. TAP PRESSURE GAUGE -� THERMOMETER TO FIXTURES 5 - 1150F DOMESTIC HOT 1 WATER SUPPLY TEMPERATURE SENSOR LL ,so Nr 3 -WAY MODULATING ET -2 RE: EXPANSION TANK 7 MIXING VALVE SCHEDULE ON M1.0 �< 1 Y4'0 1 Y4" ♦ 3/4" DOWN TO NEAREST r°,.S FLOOR DRAIN FLOOR DRAIN 1ely d o g z WATER w K HEATER AQUA -STAY TO p v WATER HEATER PUMP '"'- '� 50 GALLONS F w w n z z a p z o w n BOILER J X SUPPLY/ RETURN o a LL O w • BY -PASS PRESSURE RELIEF VALVE i ai a a i r a 0, T � ISSUED FOR: DATE: Progress 2/11/09 Progress 2/17/09 CDs 2/19/09 #8 BARE COPPER 3" bQ 9 `t WIRE SHUT OFF VALVE �,. `�. 4, _, STRAINER (TYPICAL) / RPBFP -1 \ a 2 Y2 u Z " 0 d , W � ANCHOR PIPING p G N I N a t TO WALL QQ x ANCHOR PIPING o �D 0 w 2 Y PRV: PRESSURE RELIEF M TO WALL ,-' U - ,- , MINIMUM OF ,,.� '� � �, � v VALVE FIVE DIAMETERS �j 0° E` TO FIRE PROTECTION SYSTEM --. OF STRAIGHT MAIN SHUT OFF VALVE PIPE ROUTE DN TO F.D. OR BASIN LOCATE WITHIN 5' OF THE THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS ENTRY INTO THE BUILDING 2 -3 FEET REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART RPBFP- 1 :WILKINS THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITHANY ANCHOR PIPING WORK OR PROJECT FOR WHICH THEY HAVE BEEN 72.Yj'WATER METER PREPARED WITHOUT THE WRITTEN CONSENT OF PROVIDE APPROVED VERTICAL TO WALL THE ARCHITECT. VISUAL CONTACT WITH THESE JOINT RESTRAINTS AS REQUIRED DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN OF LINK SEAL DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. ------ .::;,::: ;. ,,:,,,,.,.:,, .:,,,,.:;,.,:.;,:.:.. ,,:, ....:., :,,,:::::,,.,...,.,::..::. ,,,::,.::,:::.., ,.:,,,..:...:..:.:.::::::.,. ,.. :...., :,.,.:, ....,.,..,... ..,w .::. ::,..:.. ,.... CONTRACTORS SHALL VERIFY, : FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY _.., ... VARIATIONS FROM THE DIMENSIONS AND ............ ...._.... .............. ........................ :.....: >. ......: .... ....., .......,, _..,..,:. .,. ... CONDITIONS SHOWN BY THESE DRAWINGS. DUCTILE IRON WATER SERVICE BY THE CIVIL CONTRACTOR. RE: CIVIL PLAN FOR CONTINUATION, EXACT SIZE, LOCATION & INVERT ELEVATIONS. MAIN DOMESTIC WATER ENTRY DETAIL NO SCALE PLUMBING SCHEDULES DETAILS d o g z m P w K o m m {J7 = p v w w w x p . F w w n z z a p z o w n J X V �°� N myU o a LL O w Fp z m Q Y w z v � w Z o _ 2 a n w z w t- ISSUED FOR: DATE: Progress 2/11/09 Progress 2/17/09 CDs 2/19/09 #8 BARE COPPER 3" bQ 9 `t WIRE SHUT OFF VALVE �,. `�. 4, _, STRAINER (TYPICAL) / RPBFP -1 \ a 2 Y2 u Z " 0 d , W � ANCHOR PIPING p G N I N a t TO WALL QQ x ANCHOR PIPING o �D 0 w 2 Y PRV: PRESSURE RELIEF M TO WALL ,-' U - ,- , MINIMUM OF ,,.� '� � �, � v VALVE FIVE DIAMETERS �j 0° E` TO FIRE PROTECTION SYSTEM --. OF STRAIGHT MAIN SHUT OFF VALVE PIPE ROUTE DN TO F.D. OR BASIN LOCATE WITHIN 5' OF THE THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS ENTRY INTO THE BUILDING 2 -3 FEET REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART RPBFP- 1 :WILKINS THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITHANY ANCHOR PIPING WORK OR PROJECT FOR WHICH THEY HAVE BEEN 72.Yj'WATER METER PREPARED WITHOUT THE WRITTEN CONSENT OF PROVIDE APPROVED VERTICAL TO WALL THE ARCHITECT. VISUAL CONTACT WITH THESE JOINT RESTRAINTS AS REQUIRED DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN OF LINK SEAL DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. ------ .::;,::: ;. ,,:,,,,.,.:,, .:,,,,.:;,.,:.;,:.:.. ,,:, ....:., :,,,:::::,,.,...,.,::..::. ,,,::,.::,:::.., ,.:,,,..:...:..:.:.::::::.,. ,.. :...., :,.,.:, ....,.,..,... ..,w .::. ::,..:.. ,.... CONTRACTORS SHALL VERIFY, : FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY _.., ... VARIATIONS FROM THE DIMENSIONS AND ............ ...._.... .............. ........................ :.....: >. ......: .... ....., .......,, _..,..,:. .,. ... CONDITIONS SHOWN BY THESE DRAWINGS. DUCTILE IRON WATER SERVICE BY THE CIVIL CONTRACTOR. RE: CIVIL PLAN FOR CONTINUATION, EXACT SIZE, LOCATION & INVERT ELEVATIONS. MAIN DOMESTIC WATER ENTRY DETAIL NO SCALE PLUMBING SCHEDULES DETAILS f Ai = 11 4 IiL [0 9 *4101, 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE STRUCTURAL ENGINEER. ,. : < � : . : '. . � : I Q� 2. ALL WASTE PIPING SHALL BE LOCATED IN THE CRAWL SPACE. 4 5 E 7 I 1 I1,�� i" ' ' I - I I I , . i l l : : . : . : : ; . : ' i . : � I � w w � : � : � : I I SHEET DETAIL NOTE : I , 1. , , . � I 1" \ - . , � ,� 4 , ,� ,4 , , , . " I " ., I .1 � .. ,' I . , � - "' . , . 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ROUTE 2" W AND 1 1/2" V TO MS -1. L f f ROUTE 1 1/2" W A 1/2" V T 1. .....:...... AND 1 O DF'1: ' .... ,...., 1111., 1-1...1. ,,. 1111,11 11 , .- , :. . < ,� , 2 . „ 4 VENT UP THRU R : OOF. I 0 1.1.11 1-111- , .. : „ :, „ . _......... .. -; _. .1.11.1 . 1. ".. , _. , _.. .1111:, , ,r wc0 wcC3 8 REFER TO CIVIL PLANS FOR CONTINUATION. T UATION VERIFY INVERT t :_-- -1 ELEVATION OF SEWER MAIN. IF THE REQUIRED SLOPE CANNOT BE I. ... 1'� "<; : ..,: . - MET CONTACT ENGINEER. 1. L11 , i. 1.111., ;. 1 L 1 : oC ,; :, �.. :. l : : - , I .1 ,.... 11. :.',.. :: 1111 , . P4 : Fp> _ 9 REFER TO CIVIL PLANS FOR DRAIN LOCATIONS IN THE LOCKER AREA. Q 1 4 (OFD 1 4 .. 1`;2" „ , - )� - ,,• L -1 ( ( 1 L 1 oC-- -� i�� -�� -1111.- ... -1-1-1-11- - - - - pw� �f- �QFD 1 4 1 _ . 1 w 11 ,� «, Y2 1 Y v : wc0: Y'^ " ,,, 1 V -. .: ;; 1 V : V) Y y �/ 1 :. L .1 z. ... _ 2 W : 1 ,.. 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Q 1111 .. .. 1111 n ,5... s: � Y U w a I U ° = K M N J J J Ill C Z W ISSUED FOR: DATE: Progress 2/11/09 Progress 2/17/09 CDs 2/19/09 NORTH � .E "; �� N WASTE &. VENT PIPING PLAN r4& �, 4 N ooc'4 �too SCALE: 1 /4" =1'0" `�' 11018 8 00 -°o p r�- � oA q ,,, 2 a Nt a >' o°` o G ° . v rn 'o ,aQ 6 �o 00 04 . ro ° >& r z v '' o H .. It THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. WASTE & VENT PIPING PLAN I] I : I� 11111 : Tol i 11 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE ' � .. STRUCTURAL ENGINEER. Qw/ 2. ALL WATER AND GAS PIPING SHALL BE ROUTED IN THE CRAWL SPACE. Z--� , 0 I T� SHEET CATTAIL NOTES: � r) . * ROUTE 1/2" CW AND 1/2"HW TO L-1. T - 1 ; ?� � ; 1. I � � : � e 1. : I �- 11 - 1-11--: . ..... � . ... .. . .......... -"---"- .... - -1-- ..'' .. .. ... . .. ....... �.,.,-",-.,,�-,-,-,�"-,-",��', -11111-111 -, , ROUTE 1"CW TO WC-1. � , -1-11- - . ... .... -1-�.�11.1'..'�.��.1,�.1.11.1',-��.�""".,.-"-,,�,.,--.-, -""-,.. , -, ....... �,�"-"".--",.,.,�.,-,�-.�,.,.,�,-".,..'��".�. ' . , 1, I :':::::::::::::::' -11.1-11.11 ..... I-- .......... ,".� ... 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I I I : i ` I - I I z1, NORTH - DOMESTIC WATER & GAS PIPING PLAN AN I SCALE: 1/4"= 1'0" I � I - ISSUED FOR: DATE: Progress 2/11/09 Progress 2/17/09 CDs 2/19/09 � u .E It rn ' 0 � N -.4 C> o . 5-8 0 0 C1v) 4 . r. - N 0 u - 0 1 -154 A *R 00 tn an' a\ 't 00 00 N '�T 00 -t- �d v " 4-) -a % 0,10 m 4 0, � w �� S x \0 '� r-- r- � � , 1-4 t- � U ug 04 ct) C�'8 tz j� � '20 p 0 �D 0 & . . u III > 19 w , = -- q 14 0 0 00 I 0 0 It � THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT, VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND . CONDITIONS SHOWN BY THESE DRAWINGS. - it ♦ m . A • 0 a A � a - ELECTRIC UNIT HEATER SCHEDULE UNIT MANUFACTURER & /ww ELECTRICAL DATA OPER. LOCATION CFM CAPACITYl REMARKS EUH-1 BERKO#HUH-524TA SKI YARD STORAGE 270 10.66 3.123 208 / 1160 25 SWITCH THERMAL CUH-1 CABINET UNIT HEATER #1 1/15 HP 120 NOTE: E.C. TO PROVIDE ELECTRIC UNIT HEATERS. A-39 IN CRAWL PROJECT* 29973 !MOUNTING: SURFACE TYPE: EXISTING - CONFIRM PANEL CAN BE REUSED i � . MECHANICAL SCHEDULE /ww 'VOLTAGE: MAINS: �AIC: 120/208V, 3P, 4W 150A MCB 10K THERMAL B-1 BOILER #1 2A 120 1 SWITCH THERMAL CUH-1 CABINET UNIT HEATER #1 1/15 HP 120 1 SWITCH PUMPS TO BE;LOCATED AT JANITOR'S C LOSET . ! TO 0 TO it ERV-1 ENERGY RECOVERY UNIT #1 18.4 FLA 208 3 .......... ................. .............. ................ ........... WIN A-39 IN CRAWL PROJECT* 29973 !MOUNTING: SURFACE TYPE: EXISTING - CONFIRM PANEL CAN BE REUSED PANEL A 'VOLTAGE: MAINS: �AIC: 120/208V, 3P, 4W 150A MCB 10K s MISS ,'MEN'S HAND DRYER HEATTAPE - 210' !'MEN'S HAND DRYER WIN iMEN'S HAND DRYER ,MEN'S HAND DRYER SUPPLY FAN #1 'RESTROOMS LIGHTING 14 rel vM MA ON 1611 a it Lq THE ELECTRICAL CONTRACTOR WILL PROVIDE A WALK THROUGH WITH THE OWNER/ARCHITECT PRIOR TD FINAL ROUGH|NASFOLLOWS: ° CONFIRM ALL LOCATIONS FOR LIGHT SWITCHES, ADD THREE WAYS |F FOUND NECESSARY. • REVIEW RECEPTACLE LOCATIONS, MOVE A£REQUIRED. PROVIDE UNIT PRICING |F ADDITIONAL RECEPTACLES ARE REQUIRED. ° REVIEW RECEPTACLE LOCATIONS AT COUNTERS AND CONFIRM |F THOSE RECEPTACLES SHOULD BE ABOVE COUNTER ORBELOW. MOVE A8REQUIRED. }N GENERAL CONFIRM POWER AND LIGHTING REQUIREMENTS. THE ELECTRICIAN SHOULD BE PREPARED TO REWORK SOME DEVICE LOCATIONS. SIGNIFICANT REWORK SHOULD BE FLAGGED AND UNIT PRICING PROVIDED AND WRITTEN AUTHORIZATION FOR ADDITIONAL COSTS APPROVED PRIOR TOPROCEEDING. � Q - 12 AMP, 12OV1P HAND DRYER. PROVIDE HARDWIRE CONNECTION AND HOMERUN VIA (2#12'#12G)1/2"C. (�>POWER TO WORKBENCH WITH (3) RECEPTACLES & LIGHTING -VERIFY - ELECTRICAL CONNECTION REQUIREMENTS PRIOR TOROUGH-|N. (3 }ALTERNATE #1: RADIANT HEATING SHALL BE PROVIDED ATBATHS (REFERENCE MECHANICAL PLANS). UNDER ALTERNATE #1.OMIT SUPPLY FAN #1 AND PROVIDE PUMP #5. CIRCUIT PUMP #5TDA,37. � � ! UH TO PA TIAL r)01 4 PARTIAL WP GrI QUANTITIES PER FLOOR PLANS M] low] 4 0 NO SCALE +80"AF a ��. ROOM TELEPHONE ONE7 LINE DIAGRAM NO SCALE All [AX RECEPTACLE IN OU8LEGANG BOX @18^A.F.F NLESS NOTED RGG QUAD SHIELDED OABLES)3/4"C ONDU|T STUBBED TOACCESSIBLE E|L|NG, PLENUM RATED WIRE ANTO BACK BOARD TRUOTUREDQABLE ISTRIBUTION PANEL -ROUTEVNREATCE|UNGPARALLELOR PERPENDICULAR TU STRUCTURE. SECURE TO STRUCTURE AT 4'INTERVALS OR LESS. STUB UPTDABOVE ACCESSIBLE CEILNG STRUCTURED CABLE DISTRIBUTION PANEL PLENUM RATED WIRE REQUIRED SINGLE GANG BOX AT 18" AFF COLD WATER PIPE TELEPHONE / COMPUTER ROUGHIN MAIN FLOOR PO www ER & SYSTEMS PLAN- T"- EXISTING UTILITY TRANSFORMER �� y�o�g�T�� PAD �° '"'~�^°^` ' ^-`� EXISTING MAIN DISCONNECT (3)200A PANEL EXISTING-� 120/208V.3P.4VV EXISTING TRANSFORMER 480277V,3P'4VV EXISTING-�� PANEL GONDOLA #2 1 12 EXISTING EXISTING 5�w._Ivggff AN Mia EXISTING EQUIPMENT TDBE REUSED -VERIFY !N FIELD THAT EQUIPMENT CAN BE RESUSED. PANEL � A r 2,778 AFC ISI FRANSFORMI28/2UV, 3P, 4W rl E RELOCATED 400/277V'3p4W (4#4 CU, 1#8CUG)1-1N"C-� PANELA DISCONNECT (3)0A ''~~'` ] REUSE EXISTING CONDUIT AND EXTEND AS NECESSARY. (E.C. TO REVIEW EXISTING SERVICE RE USE EXIST N TEND AS NE E C To REVIEW ESSAR I IN IT AND EX SERVICE ICAL GEAR I BI THAT EX ST CONDUIT AND ELECTRICAL GEAR TO BE REUSED IN FIELD. CONFIRM TO OWNER PRIOR TO BID THAT EQUIPMENT CAN BE REUSED. AUTOMATIC TRANSFER SWITCH 125A, 3P, 4W NO SCALE NEW WORK IS CLOUDED. a � *�� z ~ - � w z < °.�. o =°z� < �-- u ° =1! ~�"� u - - =~°~ ISSUED FM DATE: Progress 2111/09 Progress 2/17/09 CDs 2/19/091 ci 8 lu le i 0 0 o=U Ii THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. ELECTRICAL SPECIFICATIONS A. General Requirements 1 SCOPE: Furnish all materials and labor required to execute this work as indicated on drawing and as specified, as necessary to complete the contract. Electrical work shall include, but not limited to, these major items: A. Complete wiring system for new lighting and power as shown, including new panelboards, new conduits, new wires, new wiring devices, new control devices, etc. for a complete lighting and and power system. a. Complete feeder(s) installation as required for new and /Or electrical apparatus as shown on single line diagram and drawings. b. Complete branch circuit wiring required for the connection of emergency lighting and exit signs to existing emergency stand by power system. 2. Complete provision, installation and connection of lighting fixtures, exit signs and lamps as specified and as shown on drawings. 3. Fire alarm system will be by others. 4. Complete connection of HVAC /Plumbing motor(s), water heater(s), equipment, etc. furnish by mechanical - refer to both electrical and and mechanical drawing for scope and work and additinal infor- mation. 5. Provide grounding and bonding Facilities. 6. Complete all electrical demolition as required. 7. Core drilling and patching of existing building structure required for electrical work. Core drilling shall follow Building Standard procedures and contractor shall have written approvals from building owner prior to start of any work. 8. Test of entire system and work. 9. Operating, Maintenance and identification instructions manuals, if any. 10. PERMITS AND FEES: Obtain and pay for all necessary permits, inspec- tions, examinations and fees or charges necessary for execution and completion of electrical work. 11. REGULATIONS AND CODES: A. Applicable codes: National Electric Code (2008) Conform to the prevailing edition and amendments thereto of the Town of Vail Electrical Code, pertinent NFPA publications and to the requirements of Federal, State or other City agencies having jurisdiction. 12. SHOP DRAWINGS AND SUBMITTAL: A. Contractor shall submit shop drawings for engineer review and approval. B. Shop drawing submittal shall include: 1. Lighting fixtures. 2. Panelboard(s). 13. CONDUITAND WIRE: A. CONDUCTOR SIZES AND TYPES: Use only copper wire, 600 volt insulation, stranded in sizes #8 and larger, solid in sizes #10 and smaller. Control wiring shall be #14, stranded. In sizes #1 and smaller, use types TW, THHN or THW. In sizes larger than #1, use THW or XHHW. Use type THHN for wires entering or passing through fluorescent lighting fixtures. B. MC cable permitted per local codes. 14. ELECTRICAL DEVICES A. Convenience receptacles will be 20 amp, commercial grade decora style. Finish per owner or architect. B. Light switches will be 20 amp, commercial grade, decora style. Finish per owner or architect. C. Dimming switches will be a minimum of 600w or as noted. Provide decora style, finish per owner or architect. D. All mounting heights will conform to ADA guidelines. Typical receptacle heights will be +18 "AFF and switch heights will be +46 "AFF unless noted otherwise. E. Provide GFI type receptacles at kitchens, bathrooms, garages, exterior etc. as required by code. 15. SUPPORT A. Support all electrical equipment independent of accessible ceilings as required by NEC. 16. ELECTRICAL BOXES A. At fire rated wall space electrical boxes at opposite sides of the wall no less than 24" horizontal distance. B. When phone, TV & power receptacles are shown on plan next to each other. Locate respective receptacles next to each other on site with no more than 1" seperating cover plates. AL B. Cat 6 Wiring Requirements A. The cabling for voice and data must be continuous, home run, non - spliced, 500 Mhz or better category 6, 4 pair UTP as applicable. Acceptable manufacturers include: Berk -Tek, Belden, Lucent or equivalent. B. Data cable will be colored blue. Voice cable will be colored white. C. The terminations at the station locations must be Category 6, T568B (AT &T) modular RJ -45, 8 pin, 8 conductor, Hubbell, Leviton, or lucent or equivalent jacks, match faceplates to power, color coded for voice and data, match to cable. Outlets will be securely held in place. D. Wall mounted patch panels will be provided. E. All cables will be labeled with self - laminating labels at each cable end, at each patch panel location, and each wall /floor faceplate that has wiring installed. Coordinate numbering scheme with owner. F. Provide plenum rated cable when required by article NEC 300 -22. G. All cable above the ceiling must be lied and properly supported with independent hangers. Cable "draped" across ceiling tiles is unacceptable. In the case of "hard" drywall ceilings, adequate support shall be accomplished where reasonably possible. H. Route cables so as not to exceed 90 meters in length. Bidder will identify any cable runs exceeding 90 meters and provide solution to meet the 90 meter requirement. 1. All wiring shall be protected from moving mechanical or physical contacts. Cabling shall be free from tension at both ends, as well as through out the length of the run. Splices and bridge taps with cabling are strictly prohibited. Wiring is to be run in cable tray and conduit where specified. J. All connections of twisted wiring shall be made in such a way as to minimize the extent in which each twisted pair is unraveled at the point of its physical termination. No more than .5 inches of exposed untwisted pairs shall be present at these locations. K. Cable bends shall be no less than eight times the cable diameter or 1.00 ". Cables are to be kept a minimum of 6" from power lines, electric motors, fluorescent fixtures or heat generating devices. L. All cable hangers shall be no more than 48" apart. Contractor shall be familiar and install in accordance with all applicable codes and standards, including NEC, EIAfTIA 568,569 and 606, and federal, state and local codes. Care must be taken to ensure cables are not kinked, bent beyond limit, overloaded, over - cinched, crushed, improperly untwisted, etc. M. No exposed wiring will be accepted unless approved in writing by the engineer. Cabling shall be in the wall, above the ceiling Or where exposed, enclosed within cable trays, raceways or conduit, as specified. N. All cabling shall be bundled and properly secured and terminated. O. The warranty set forth for this system shall consist of a full three (3) years from the date of project completion. The contractor warrants the system to be free of defects of workmanship or products and will inspect and repair the system during this warranty period at no additional cost to the owner. The warranty period shall begin at the point of system acceptance or beneficial use, whichever comes later. ABBREVIATIONS (NOT ALL SYMBOLS REQUIRED FOR THIS PROJECT) -ABOVE COUNTER Q RECESSED OR SURFACE DOWNLIGHT -ABOVE FINISHED FLOOR Q-{ WALL MOUNTED LIGHT FIXTURE -ABOVE FINISHED GRADE RECESSED FLUOR. LIGHT FIXTURE - ALUMINUM SURFACE FLUOR. LIGHT FIXTURE - COPPER FIXTURE DESIGNATIONS: - DESIGNATION UPPER CASE - FIXTURE TYPE - EMERGENCY LOWER CASE - SWITCH DESIGNATION - ENERGY MANAGEMENT PANEL ® SHADING ON FIXTURE INDICATES EMERG. BATTERY BACKUP - ELECTRIC WATER COOLER 1--- -{ FLUORESCENT STRIP FIXTURE - GROUND I —a—a -1 TRACK LIGHT AS NOTED OR SCHEDULED - GROUND FAULT INTERRUPTER {� WALL WASHER - NOT FUSED POLE - MOUNTED FIXTURE - NOT IN CONTRACT POST (BOLLARD) FIXTURE - NIGHT LIGHT ® STEP LIGHT - NOT TO SCALE } CEILING OR WALL MOUNTED EXIT LIGHT - UNDERGROUND EMERGENCY BATTERY LIGHTS - WEATHER PROOF DUPLEX RECEPTACLE @ I UNLESS NOTED - TRANSFORMER DOUBLE DUPLEX RECEPTACLE @ 18" UNLESS NOTED - MOUNTING HEIGHT TO CENTERLINE FLUSH FLOOR DUPLEX RECEPTACLE OF DEVICE AFF OR AFG ® SPECIAL OUTLET AS NOTED NO FACP 4;)-- DUPLEX RECEPTACLE HALF - SWITCHED @ 18" UNLESS NOTED ANN @ POP -UP RECEPTACLE Q Q TELE -POWER POLE 9-9, MULTI- OUTLET PLUG STRIP D�: J® JO ZH JUNCTION BOX IN FLOOR, CEILING OR IN WALL OH IM T COMPUTERITELEPHONE OUTLET IN FLOOR OR WALL 91 F-�>^ TELEVISION OUTLET OP ® TELEPHONE BACKBOARD • H/P CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING LJ i► CIRCUIT HOMERUN 0 — — — CONDUIT RUN BELOW FLOOR OR GRADE Ei- ] CONDUIT STUB -UP - CAP & MARK ED` $ LIGHT SWITCH AT 48" UNLESS NOTED d SUBSCRIPTS: 111 2 = 2 -POLE SWITCH SECURITY SYSTEM 3 = 3 -WAY SWITCH CONTACT DOOR SWITCH IN JAMB OR HINGE 4 = 4 -WAY SWITCH INTRUSION MOTION DETECTOR AS SPECIFIED, CORRIDORIROOM M = MOTION - OPERATED SWITCH K = KEY - OPERATED SWITCH KEY - OPERATED ACCESS SWITCH TO = THERMAL OVERLOAD SWITCH SURVEILLANCE CAMERA P = SWITCH WITH PILOT LIGHT — �-- © DIMMER SWITCH W/ WATTAGE v^ PUSHBUTTON CONTROL STATION C PHOTOELECTRIC CELL - �+e-}- TS TIME SWITCH W Nw� THERMOSTAT AT 60- UNLESS NOTED e DIVISION 16 EQUIPMENT ® FOOD SERVICE EQUIPMENT COMMUNICATION SYSTEM SO '1ibir IS) a SPEAKER IN CEILING OR WALL ® p VOLUME CONTROL AT 60" UNLESS NOTED QT M` <8>-i MICROPHONE OUTLET IN FLOOR BOX OR WALL - --�II CALL -IN SWITCH B �B PROGRAM BELL lu Q INTERCOM FA-TS-1 Q CLOCK ® AMPLIFIER ABBREVIATIONS AC -ABOVE COUNTER AFF -ABOVE FINISHED FLOOR AFG -ABOVE FINISHED GRADE AL - ALUMINUM CU - COPPER DESIG. - DESIGNATION EM - EMERGENCY EMP - ENERGY MANAGEMENT PANEL EWC - ELECTRIC WATER COOLER GND - GROUND GFI - GROUND FAULT INTERRUPTER NF - NOT FUSED NIC - NOT IN CONTRACT NL - NIGHT LIGHT NTS - NOT TO SCALE UG - UNDERGROUND WP - WEATHER PROOF XFMR - TRANSFORMER +18" - MOUNTING HEIGHT TO CENTERLINE OF DEVICE AFF OR AFG FIRE ALARM SYSTEM NO FACP FIRE ALARM CONTROL PANEL ANN FIRE ALARM ANNUNCIATOR PANEL Q FIRE ALARM PULL STATION ALARM HORN OR SPEAKER D�: COMBINATION HORN /STROBE OR SPEAKER/STROBE OH THERMAL HEAT DETECTOR 91 SMOKE/IONIZATION DETECTOR OP PHOTOELECTRIC SMOKE DETECTOR • H/P HEAT /PHOTOELECTRIC SMOKE DETECTOR LJ DUCT DETECTOR 0 SPRINKLER SYSTEM FLOW SWITCH Ei- SPRINKLER SYSTEM TAMPER SWITCH ED` STROBE d SMOKE/FIRE DAMPER CONNECTION 111 REMOTE INDICATOR LIGHT SECURITY SYSTEM DC CONTACT DOOR SWITCH IN JAMB OR HINGE INTRUSION MOTION DETECTOR AS SPECIFIED, CORRIDORIROOM CORR Q KEY - OPERATED ACCESS SWITCH >© SURVEILLANCE CAMERA DISTRIBUTION EQUIPMENT SYMBOLS — �-- DISCONNECT SWITCH v^ FUSES CIRCUIT BREAKER - �+e-}- CURRENT TRANSFORMER W Nw� TRANSFORMER METER MAGNETIC MOTOR STARTER DISCONNECT SWITCH SO '1ibir PANELBOARD OR LOAD CENTER, FLUSH OR SURFACE MOUNTED ® SWITCHBOARD, MOTOR CONTROL CENTER OR DISTRIBUTION BOARD QT TRANSFORMER - --�II GROUND B CIRCUIT BREAKER lu MOTOR OUTLET FA-TS-1 AUTOMATIC TRANSFER SWITCH r 10 SCALE: 1/4" = 1'0" #GMK -RC ROOF CLIPS EVERY 10' IF WINDY LOCATION OR IF DESIRED USE HANGER — AT DOWNSPOUT. #GM -RAKE. INV- IAA (1) OR (2) TO DOWNSPOUT & LOOP AT GRADE PROVIDE WEDGE TO PROTECT —� JUNCTION BOX FROM ICE SLIDES. NEMA 4X SURFACE JUNCTION BOX. USE #RayClic -PC POWER CONNECTION ENTRY GLAND FOR HEAT TRACE RUN. CONFIRM J -BOX LOCATION WITH ARCHITECT PRIOR TO FINAL ROUGHIN. I- .,,,ill_ 24" ROOF CLIPS GMK -RC EXTEND HEAT TAPE TO BOTTOM OF GUTTER PROVIDE (1) RUN OF HEAT TRACE AT GUTTER AT BOTTOM CORNER. ICE STOP #GM -2XT. 30" i — y F� w U = o 0 Z o', r Z W O Vi z ' m 111 N Z Z 0 w X ° r O < U � S O N NNU t W W C N 0 O Z W d U w w Z N r U - w Z M = r < W K Z w ISSUED FOR: DATE.- Progress 2/11/09 Progress 2/17/09 CDs 2/19/09 U �h to } = 0 000 O0 ff 00 000 -5 �e O �� W d �LZ THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. PLAN VIEW ROOF POWER & SYSTEMS PLAN LOOP AT END OF DOWNSPOUT f AND TERMINATE HEAT TAPE. #RayClic -E. SECTION HEAT T DETAIL NO SCALE NOTE: ALL CATALOG NUMBERS REFERENCE RAYCHEM HEAT TRACE EQUIPMENT BY TYCO THERMAL CONTROLS. EQUAL MANUFACTURERS ACCEPTED. PROVIDE TWO RUNS OF HEAT TRACE CABLE IN ALL GUTTERS. E2.1 VOTE: ALTERNATE EQUIVALENT LIGHTING PACKAGES TO BE SUBMITTED FOR ENGINEER'S REVIEW. Max Pipe or Conduit Diary in. (MM) LUMINAIRE SCHEDULE T Rating Hr TYPE DESCRIPTION MANUFACTURER CATALOG NUMBER MOUNTING NO LAMP VOLTS DIMENSIONS REMARKS 3 or 4 0 6" RECESSED COMPACT FLUORSCENT ................. ......._ .. ................ ........... .. .. . y Nt , %. FTV i } Y i PROVIDE EMERGENCY BATTERY J q a D1 .. _..... DOWNLI »H.. ».T .._ COMFORT CLEAR .. REFLECTOR, POLISHED FLANGE LIGHTOLIER . .......... 326 U & 8021 CCLP ......................... 6 1 RECESSED ... . _..w 1 2 W CFL ............ 12 0 6 "9-718" DIAM H BACK-UP FOR SHADE D FIXTURES MARKED "EM" DE SCRIP T ION O Z 6" RECESSED COMPACT FLUO . ..,:.:. .... :.,.:. : :. i . znww,wow._,,..wiw�wr.. :."w,wnww ,..ww.wwn�... .. : :. :..:: :,...:.. .. ,:...... w , w w z A 6' -6 Di z COMFORT CLEAF F1 PALETTE VANITY FIXTURE FORECAST LIGHTING F3512 -36U WALL 2 32W T8 120 48 -5/8" L X6" H X4 -1/2" EXT CR F O Z ° REFLECTOR, POLISHED FLAN 2 -LAMP LINEAR FLUORESCENT ......... ....... _ _ . . o F1 ................ _...... _............................. _....... _........ PALETTE VANITY FIXTURE ........................... . F2 2 -LAMP, 4' INDUSTRIAL STRIP LIGHTOLIER _.. SW4S 232 HPF120HI SURFACE 2 32W T8 120 48" L X4 -1/8" W X3 -1/2" H 2 -LAMP LINEAR FLUORESCEN JETSTAR F2 2 -LAMP, 4' INDUSTRIAL STRIP ........................ . 2 -LAMP LINEAR FLUORESCENT LIGHTOLIER JS4A232 120HI SURFACE 2 32W T8 120 48" L X8 -5/8" W X2- 13/16" H SURFACE WRAP _ JETSTAR F3 2 -LAMP LINEAR FLUORESCEN ..... ..... ............ W1 METAL HALIDE DOWNLIGHT WALL SCONCE ................. .. ...... ............................... BEGA 6292MH WALL - HEIGHT 1 50W MH 120 19- 11/16" W X 15 -9/16" EXT X COLOR PER ARCHITECT SURFACE WRAP _.. ............. ............................... _...... PER PLANS 14- 15/16" H NOTE: ALTERNATE EQUIVALENT LIGHTING PACKAGES TO BE SUBMITTED FOR ENGINEER'S REVIEW. W1 METAL HALIDE DOWNLIGHT WALL SCONCE BEGA 6292MH WALL - HEIGHT 1 50W MH 120 19- 11/16" W X 15 -9/16" EXT X COLOR PER ARCHITECT PER PLANS 14- 15/16" H VOTE: ALTERNATE EQUIVALENT LIGHTING PACKAGES TO BE SUBMITTED FOR ENGINEER'S REVIEW. Max Pipe or Conduit Diary in. (MM) F Rating Hr T Rating Hr 1 (25) 1 or 2 0 +, 1 or 2 1 (25) 3 or 4 3 or 4 4 (102) 1 or 2 0 6 (152) 3 or 4 0 12 (305) 1 or 2 0 1, WALL ASSEMBLY - THE 1, 2,3 OR 4 HR FIRE -RATED GYPSUM WALLBOARD /STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL 0300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 HR FIRE RATED ASSEMBLIES) OR STEEL CHANNEL- STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC WITH NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3 -5/8 IN. (92 MM) WIDE BY 1 -3/8 IN. (35 MM) DEEP CHANNELS SPACED MAX 24 IN. (610 MM) OC. B. GYPSUM BOARD* - NOM 1/2 OR 5/8 IN. (13 OR 16 MM) THICK, 4 FT. (122 CM) WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 26 IN. (660 MM). 2. THROUGH PENETRANT - ONE CONDUIT INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN, (0 MM) (POINT CONTACT) TO MAX 2 IN. (51 MM). PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: A. CONDUIT - NOM 6 IN. (152 MM) DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING 3. PILL,VOID OR CAVITY MATERIAL* - CAULK OR SEALANT - MIN 5/8.1-1/4,1-7/8 AND 2 -1/2 W. (16, 32,48 AND 64 MM) THICKNESS OF CAULK FOR 1, 2,3 AND 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MW 1/4 IN. (6 MM) DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD /PENETRANT INTERFACE AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED TO THE LEFT. 3M COMPANY - CP 25WB+ CAULK OR FB -3000 WT SEALANT, *BEARING THE UL CLASSIFICATION MARKING NOT TO SCALE v ti i a t 7RE(,, 0 , Alp, 0 • 0, • ca O 00 NORTH MAIN FLOOR LIGHTING PLAN SCALE: 1/4" = 1'0" 4 TYPICAL 8'0" CEILING MAIN CIRCUIT BREAKER & Lj �,- BRANCH CIRCUIT BREAKERS F 3 MAXIMUM MOUNTING HEIGHT F3 3 99 ,. t `co p T CJ 8 U y Nt , %. FTV i } Y i °r'° FINISHED FLOOR J q a t : o .. :. `� i..: s. ..._.. ., ._. ...... .... .. .... .... .: �. �,..�www.w.:. (li O Z , . ..,:.:. .... :.,.:. : :. i . znww,wow._,,..wiw�wr.. :."w,wnww ,..ww.wwn�... .. : :. :..:: :,...:.. .. ,:...... w , w w z A 6' -6 W1 PART IAL v � � o O N yyii LL W C CR F O Z ° Y w K Z y o ca O 00 NORTH MAIN FLOOR LIGHTING PLAN SCALE: 1/4" = 1'0" 4 TYPICAL 8'0" CEILING 6-im :j DYAM J NOT TO SCALE NOTES: 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX UNLESS NOTED OTHERWISE. 2. DEVICES ABOVE DOORS SHALL BE CENTERED BETWEEN TOP OF DOOR TRIM AND CEILING LINE. 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS AND NOTED ON ELECTRICAL FLOOR PLANS SHALL GOVERN OVER THOSE SHOWN ABOVE. 4. FOR CEILING HEIGHTS HIGHER THAN 72", INSTALL FIRE ALARM NOTIFICATION AUDIO AND VISUAL APPLIANCES AT 80 "AFF OTHERWISE INSTALL AT 6" BELOW CEILING. 5. MOUNTING HEIGHTS PER IBC 2003 AND ADA CODES MOTION SENSOR INSTALLATION WALL MOUNTED LIGHT SWITCH WITH MOTION SENSOR WIDE ANGLE PASSIVE INFRARED OCCUPANCY SENSOR _ I t ZONE OF COVERAGE PROVIDED BY OCCUPANCY SENSORS. PROVIDE WATT STOPPER CX -100 LONG RANGE AND WIDE ANGLE OCCUPANCY SENSORS IN LOCATIONS SHOWN. ALTERNATE MANUFACTURERS MUST BE REVIEWED AND APPROVED PRIOR TO BID. PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO ORDER. MOUNT SENSORS PER MANUFACTURER'S INSTRUCTIONS. CAREFULLY ADJUST AIMING OF THE SENSORS TO KEEP THE OCCUPANCY DETECTION WITHIN THE ZONE OF COVERAGE SHOWN. PROVIDE ORIENTATION WITH THE OWNER REGARDING THE OPERATION OF THE SENSORS AND ADJUSTMENTS REQUIRED FOR AIMING AND TIME DELAY. SET TIME DELAY TO 30 MINUTES WITH OWNER REVIEW. H ISSUED FOR: DATE: Progress 2/11/09 Progress 2/17/09 CDs 2/19/09 y V V ,-@ 4) O N a o0 N V) 00 o 00 N I tz� oW 'e 't a - wa 0 0 w � o w u a, - a C> THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. elligm �r r 3c�i7 MAIN CIRCUIT BREAKER & �,- BRANCH CIRCUIT BREAKERS MAXIMUM MOUNTING HEIGHT IS 48 ", MINIMUM IS 18 ". 0 `co p T CY? y Nt , %. FTV So °r'° FINISHED FLOOR 6-im :j DYAM J NOT TO SCALE NOTES: 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX UNLESS NOTED OTHERWISE. 2. DEVICES ABOVE DOORS SHALL BE CENTERED BETWEEN TOP OF DOOR TRIM AND CEILING LINE. 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS AND NOTED ON ELECTRICAL FLOOR PLANS SHALL GOVERN OVER THOSE SHOWN ABOVE. 4. FOR CEILING HEIGHTS HIGHER THAN 72", INSTALL FIRE ALARM NOTIFICATION AUDIO AND VISUAL APPLIANCES AT 80 "AFF OTHERWISE INSTALL AT 6" BELOW CEILING. 5. MOUNTING HEIGHTS PER IBC 2003 AND ADA CODES MOTION SENSOR INSTALLATION WALL MOUNTED LIGHT SWITCH WITH MOTION SENSOR WIDE ANGLE PASSIVE INFRARED OCCUPANCY SENSOR _ I t ZONE OF COVERAGE PROVIDED BY OCCUPANCY SENSORS. PROVIDE WATT STOPPER CX -100 LONG RANGE AND WIDE ANGLE OCCUPANCY SENSORS IN LOCATIONS SHOWN. ALTERNATE MANUFACTURERS MUST BE REVIEWED AND APPROVED PRIOR TO BID. PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO ORDER. MOUNT SENSORS PER MANUFACTURER'S INSTRUCTIONS. CAREFULLY ADJUST AIMING OF THE SENSORS TO KEEP THE OCCUPANCY DETECTION WITHIN THE ZONE OF COVERAGE SHOWN. PROVIDE ORIENTATION WITH THE OWNER REGARDING THE OPERATION OF THE SENSORS AND ADJUSTMENTS REQUIRED FOR AIMING AND TIME DELAY. SET TIME DELAY TO 30 MINUTES WITH OWNER REVIEW. H ISSUED FOR: DATE: Progress 2/11/09 Progress 2/17/09 CDs 2/19/09 y V V ,-@ 4) O N a o0 N V) 00 o 00 N I tz� oW 'e 't a - wa 0 0 w � o w u a, - a C> THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. elligm �r r 3c�i7 9 ,n rn C> 011 C> 901 W2 IMPROVEMENT LOCATION CERTIFICATF FOR BuILDING PERMIT ORTION OF LOT 2 - - -9- A*f%7" ir 0-1 S 04`05-53" E 7.50' NOTICE: According to Colorado low you must commence any legal action based upon any defect in this survey within three years after you first discovered such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years from the date of certification shown hereon. ----------- I - - - - - I L -- - - - - - - — — — — — — -- -------- L <,1 'e Is A.rcruvenue Land Consulting, Ltd Professional Land Surveyi & Mapping Ing 105 Capitol Streek Suite 5 - P.O. Box 3893 Eagle, Colorado 81631 970.328.6020 Office 970.328.6021 Fax UMU �711150Wl 85-54!07 ;" - 27.60'* I GRAPHIC SCALE 30 0 is 30 so 120 ( IN FEET ) I inch = 30 ft. DESC`RIMON Lot 2, Lionshead Sixth Filing as filed for record November 5, 2005 at Reception No. 937664 in the Office of the Clerk and Recorder, County of Eagle, State of Colorado. NOTES: 1) Survey Date: August 7, 2009. 2) Lot lines, Easements and adjoining structure locations are based upon the hereon referenced Final Plat of Lionshead Sixth Filing and derived from the AEI Site Plan sheet A-1 provided by others. 3) Location of the Foundation Wall improvement is based on a "best fit'" from the adjoining structures as shown on the afore mentioned AEI Site Plan. 4) This lot is subject to notes, restrictions, easements and covenants as shown and described on the hereon referenced Final Plat of Lionshead Sixth Filing. 5) No address is posted on structure. ro9041110 L I hereby certify that this Improvement Location Certificate for Building Permit was prepared for McBoyd Builders, that this is NOT a Land Survey Plat, Improvement Survey Plat, or statutory Improvement Location Certificate and that it is not to be relied upon for the establishment of fence, building, or other future improvement lines. The purpose of this certificate is to depict construction improvements relative to property lines. I further certify that on this date, August 7, 2009, the improvements depicted are entirely within the boundaries of the parcel, except as shown. Theodore J. Archibeque PLS 37902 Colorado Professional Land Surveyor