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HomeMy WebLinkAbout500 Towne Center Cir 05-3897 New Construction HootersS r�� `(' T ON PLAN G9- 3 T C 0 N S T'�: �-'U ! bi V}' n. S29) T19S, R30E- "SANFOF D FLORDA SEMINOLE COUNTY FLORDA ULSIGN/DEVEL.OPMENT TEAM OWNER/PURCHASER WISDOM DEVELOPMENT GROUP SURVEYOR GEOMARKS LAND SURVEYORS, INC. 7339 E. COLONIAL DRIVE ORLANDO, FL 32807 PH: 407 736 1697 FAX: 407 275 5275 CIVIL ENGINEER HUDSON ENGINEERING ASSOCIATES, INC P.O. BOX 677742 ORLANDO, FL 32867 PH: 407 342 8813 FAX: 321 415 0233 TENANT/DEVELOPER HOOTERS OF AMERICA s 1815 THE EXCHANGE ATLANTA, GA 30339 LEGAL_ DESCRIPTION LEGAL DESCRIPTION Parcel I — Fee Simple: Tract 7, Seminole -Towne Center Replat, according to the plat thereof, as recorded in Plat Book 47, Pages 8, 9, and 10 (See Tab 49), of the Public Records of Seminole County, Florida, being in Sections 29 and 32, Township 19 South, Range 30 East. LESS AND EXCEPT the following from the above legal description: Begin at the Northeast corner of said Tract 7; thence South 00' 17'42 East, 6.77 feet; thence South 45°17'42" East, 16.97 feet; thence North 00°17'42" East, 32,51 feet; ( the last three (3) courses being coincident with the Westerly right Of way line of Towne Center Boulevard as shown on the plat of "Seminole Towne Center Replat" according to the plat thereof as recorded in Plat Book 47, Pages 8 through 10 (See Tab 49), Seminole County, Florida); thence, departing said right -of way line, South 89°42' 18" West, 41.49 feet; thence North 00°17'42" West, 52.75 feet; thence North 89°42'18" East, 20.24 feet to a point on a curve concave to the South, having a radius of 30.00 feet and a chord bearing of South 81°18'56" East; thence Easterly, along the arc of said curve, 9.40 feet through a central angle of 17'57'32" to thy; Point of Beginning. Deed lands lying and being in the City of Sanford, Seminole County, Florida containing 2.1 acres, more or less. Parcel II — Easements: Together with those rights and non exclusive easements constituting rights in real property created defined and limited by that certain Covenants, Conditions, and Restrictions Agreement by and between Seminole Towne Center Limited Partnership, an Indiana limited partnership, to Wisdom Development Group, Inc., an Illinois corporation, to be recorded in the Public Records of Seminole County, Florida. SITE DATA FAX PARCEL NUMBER 29-19-30-5LW-0700-0000 PROPERTY LOCATION: TRACT #7, SEMINOLE TOWNE CENTER REPLAT PB 47 PGS 8-10 500 TOWNE CENTER BLVD ,SANFORD FL 32708 EXISTING PROPERTY AREA: TOTAL: 2.10 ACRES PROPERTY ZONING: PD SETBACKS HEIGHT AND BULK RESTRICTIONS: RESTRICTIONS AND /OR VARIANCES ASSOCIATED WITH TRACT 7 ARE PER THE SITE PLAN APPROVAL ISSUED BY THE CITY OF SANFORD PLANS REVIEW COMMITTEE DATED JANUARY 11, 1994. EXISTING PROPERTY LAND USE: (GC-2 USES ALLOWED) VACANT RETAIL (FORMER JUST FOR FEET) PROPOSED PROPERTY LAND USE: RESTAURANT: HOOTERS (CAPACITY 270) 4795 SF RETAIL: 4000 SF FAR: 0.1 , ALLOWED 0.35 BUILDING HEIGT: BUILDING HEIGHT MAX:35 FEET PROPOSED BUILDING HEIGHT: 27 NT TO PARAPET SETBACKS: FRONT: 20' REQ SIDE: 10' REQ REAR: 10' REQ TOWNE CENTER BLVD:100' FROM CENTERLINE SITE AREAS: TOTAL AREA: 2.10 ACRES: 100% GREEN AREA: 0.71 ACRES: 33.8% ; REQUIRED 25% IMP. AREA: 1.39 ACRES: 66.2% PARKING CALCULATION: THIS PROJECT SITE ALONG WITH ALL MALL OUTPARCELS ARE APPROVED FOR 9'x18' PARKING STALLS TOTAL REQUIRED: 1 PER 250 SF RETAIL: 16 SPACES 1 PER 3 MAX CAPACITY RESTAURANT(270): 90 SPACES TOTAL REQUIRED: 106 SPACES TOTAL PROVIDED: 107 SPACES 9'X18' MIN 101 SPACES HANDICAP 6 SPACES FLOOD ZONE: ACCORDING TO FIRM PANEL NUMBER 12117 C 0145 E DATED, 04/17/1995 THE SUBJECT PROPERTY LIES IN ZONE "X", AN AREA OF MINIMUM FLOODING. SOILS: PROPERTY PREVIOUSLY MASS GRADED WITH TOWNE CENTER DEVELOPMENT STORMWATER: PROPERTY IS CONSISTANT WITH THE MASTER STORMWATER MANAGEMENT SYSTEM PERMITTED FOR THE SEMINOLE TOWNE CENTER MALL UNDER SJRWMD PERMIT# 4-117-0369. SITE DISCHARGES TO MASTER POND 1 VIA TOWNE CENTER BLVD . THIS PROJECT REDUCES THE AMOUNT OF IMPERVIOUS SURFACE CURRENTLY ON THE SITE 0.12 ACRES. VICINITY MAP/ZONING MAP DRAWING INDEX 'I COVER SHEET 2 CONSTRUCTION NOTES 3 SURVEY 4 DEMOLITION PLAN 5 SITE PLAN 6 DRAINAGE PLAN 7 UTILITY PLAN 8 DETAIL SHEET 9 LANDSCAPE PLAN 10 IRRIGATION PLAN UTILITY COMPANIES SANITARY SERVICE TELEPHONE CITY OF SANFORD-UNE CONNECTION BELLSOUTH SEMINOLE COUNTY- CAPACITY WATER -I- REUSE SERVICE CITY OF SANFORD DRAINAGE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT ELECTRIC FLORIDA POWER CORP CABLE BRIGHTHOUSE TWC GAS PEOPLES CAS V CONTRACTOR SHALL PAY FOR AND OBTAIN THE REQUIRED CITY OF SANFORD PERMITS AND HOLD A PRECONSTRUCTION CONFERENCE BEFORE STARTING WORK. � lm�m am um ran U&I m w; Q. fJ ' V1 G W T Z a F U n. V) w o Z i U G Z Lit � 0 o G1 n � �r) a I ' I �n 0 Z F <t U < O 0 V) S ZO --I 'i W ■ �, �+ 0 • I tlJ gig] 2- V C� N q xJ Q �- r a 0 o0 a anrerea /� `� 4 p \ Me LL U Z L 0 0 W� T o W ?0��- `,L xLj V) IL `I1 a Ewa ,•..1�q a - �Q X 0 co O as zz ot� I� m W x� CIL O O L (n Ld U w 00 0'-.) N't wU iE C� I L�l � (19 JC ►..L� U) �� \I, its INFORMATIONAL COPY ONLY, UNLESS EM005SED WITH REGISTERED ENGINEERS SEAL /APiE'R0VF0 [BY is. -r&q Hupp jrm, P. . DATE 5-26--05 PROJECT NO.\FILE NAME 05-002 DSGN B-1-H DATE 04-09-05 DRWN SLDD SCALE N -rS CHKD Q -rH SHEET N0. 0 OF 10 n; EROSION CONTROL NOTES: GENERAL NOTES: AN EROSION CONTROL AGENDA SHALL BE PREPARED BY THE CONTRACTOR. 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE LATEST STANDARDS AND CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE SPECIFICATION OF CITY OF SANFORD, SEMINOLE COUNTY & THE FDOT UNLESS TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT TO THE OTHERWISE NOTED WITHIN THE APPROVED CONSTRUCTION PLANS. VOLUME AND AMOUNT AS THAT ARE EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THIS CONDITION WILL BE SATISFIED FOR THE "TOTAL ANTICIPATED CONSTRUCTION PERIOD. PROVISION MUST BE MADE TO 2. PAVEMENT STRIPING TO BE IN ACCORDANCE WITH THE LATEST SEMINOLE COUNTY PRESERVE THE INTEGRITY AND CAPACITY OF CHECK WEIRS, SEDIMENT CITY OF SANFORD, F.D.O.T. STANDARDS BASINS, SLOPE DRAINS, GRADING PATTERNS, ETC. REQUIRED TO MEET THIS PROVISION THROUGHOUT THE LIFE OF THE CONSTRUCTION. CONTRACTOR 3. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ALL NECESSARY RIGHT-OF-WAY SHALL PROVIDE HAY BALES, SILT BARRIERS, TEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY WITH THE INTENT OF THIS UTILIZATION PERMIT(S) AND PROVIDING FOR THE GENERAL SAFETY OF LOCAL TRAFFIC SPECIFICATION. DURING THE CONSTRUCTION PHASE. 1. STOCKPILING MATERIAL NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT UTILITIES PRIOR TO CONSTRUCTION AND FOR NOTIFYING THE VARIOUS UTILITY COMPANIES WATER BODY OR STORMWATER COLLECTION FACILITY. TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION, TEMPORARY 2. EXPOSED AREA LIMITATION DISRUPTION OF SERVICE, OR CLARIFICATION OF ACTIVITY REGARDING SAID UTILITY. THE THE SURFACE AREA OF OPEN, RAW ERODIBLE SOIL EXPOSED BY CLEARING CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS WHETHER SHOWN ON THE PLANS OR FIELD LOCATED. ALL UTILITIES WHICH INTERFERE SHALL NOT EXCEED 40 ACRES SO LONG AS THIS OPERATION WILL NOT WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY SIGNIFICANTLY AFFECT OFF -SITE DEPOSIT OF SEDIMENTS. COMPANIES WITH THE FULL COOPERATION OF THE CONTRACTOR DURING THE RELOCATION 3. INLET PROTECTION PROCESS. ANY DELAY OR INCONVENIENCE WITH THE VARIOUS UTILITIES SHALL BE DEEMED INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN INCIDENTAL AND WILL NOT CONSTITUTE MEANS FOR ADDITIONAL COMPENSATION. STORM RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. 5. THE LOCATIONS OF ALL EXISTING UTILITIES, STORM DRAINAGE SYSTEMS AND TOPOGRAPHIC FEATURES SHOWN IN THE CONSTRUCTION PLANS HAVE BEEN DETERMINED 4. TEMPORARY SEEDING AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT FROM THE BEST AVAILABLE INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF ANTICIPATED TO BE DRESSED AND RECEIVE FINAL GRASSING TREATMENT THE CONTRACTOR. 'THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. WITHIN THIRTY DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SHOULD A DISCREPANCY ARISE BETWEEN "THESE PLANS AND ACTUAL FIELD CONDITIONS, SPECIES WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH WOULD APPRECIABLY AFFECT THE EXECUTION OF THESE PLANS, THE CONTRACTOR WHICH IT IS .PLANTED, AND WILL NOT LATER COMPETE WITH THE WILL HALT CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY. PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE 30 LBS. PER ACRE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND 5. TEMPORARY SEEDING AND MULCHING SCHEDULES REQUIRED BY THE PERMITTING AGENCIES. SLOPES STEEPER THAN THAT FALL WITHIN THE WITHIN THE CATEGORY ESTABLISHED IN 4 ABOVE, SHALL ADDITIONALLY RECEIVE MULCHING OF 7. THE CONTRACTOR SHALL NOT EXCAVATE, REMOVE OR OTHERWISE DISTURB ANY APPROXIMATELY 2 INCHES LOOSE MEASURE OF MULCH MATERIAL CUT INTO MATERIAL, STRUCTURE OR PART OF A STRUCTURE WHICH IS LOCATED OUTSIDE THE LINES, THE SOIL OF THE SEEDED AREA TO A DEPTH OF FOUR INCHES. GRADES OR GRADING SECTIONS ESTABLISHED FOR THIS PROJECT, EXCEPT WHERE SUCH 6. TEMPORARY GRASSING EXCAVATION OR REMOVAL IS PROVIDED FOR IN THE CONTRACT PLANS OR SPECIFICATIONS. THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE 8. THE CONTRACTOR IS -TO FURNISH, ERECT AND MAINTAIN ALL BARRICADES, WARNING ESTABLISHMENT OF A GOOD GRASS COVER. SIGNS AND MARKINGS FOR HAZARDS NECESSARY TO PROTECT THE PUBLIC AND THE WORK. 7. TEMPORARY REGRASSING IF, AFTER FOURTEEN DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT 9. ANY FUEL STORAGE AREAS SHALL HAVE PRIOR OWNER'S APPROVAL AND APPROPRIATE ATTAINED A MINIMUM OF 75% GOOD GRASS COVER, THE AREA WILL BE MEASURES SHALL BE TAKEN TO INSURE PROTECTION OF GROUNDWATER AND SOIL REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE RESOURCES. DESIRED VEGETATION COVER. 8. MAINTENANCE ALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT 10. THE ENGINEER RESERVES THE RIGHT TO REQUIRE -THE CONTRACTOR TO UNCOVER, EROSION AND SEDIMENT AND SHALL BE MAINTAINED DURING THE LIFE OF RETEST AND/OR PERFORM ANY ACTION NECESSARY TO ENSURE THAT THE IMPROVEMENTS THE CONSTRUCTION SO AS TO FUNCTION PROPERLY WITHOUT THE TRANSPORT HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT. 9. DUST ABATEMENT: DUST SHALL BE CONTROLLED WITH USE OF WATER AND CALCIUM CHLORIDE. 11. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO INSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE AN 10. SODDING OF RETENTION POND SIDE SLOPES SHOULD BE ACCOMPLISHED AS INCREASE IN TURBIDITY TO EXISTING SURFACE WATERS. SUCH MEASURES SHALL BE SOON AS POSSIBLE FOLLOWING COMPLETION OF GRADING 'TO MINIMIZE APPROVED BY THE PROJECT ENGINEER AND MAY INCLUDE, BUT NOT BE LIMITED TO, EROSION POTENTIAL. CONSTRUCTION BASINS, SEDIMENT CHECKS, OR SILT BARRIERS. 11. AT A MINIMUM, THE RETENTION/DETENTION STORAGE AREA MUST BE 12. WHERE MUCK OR OTHER ORGANIC MATERIAL IS FOUND IT SHALL BE REMOVED AND EXCAVATED TO ROUGH GRADE PRIOR TO BUILDING CONSTRUCTION OR PLACEMENT OF IMPERVIOUS SURFACE WITHIN THE AREA TO BE SERVED BY REPLACED BY GOOD QUALITY BACKFILL MATERIAL OBTAINED FROM THE GRADING THOSE FACILITIES. TO PREVENT REDUCTION IN STORAGE VOLUME AND OPERATIONS OR OTHER SOURCES APPROVED BY THE ENGINEER. THE ORGANIC MATERIAL PERCOLATION RATES, ALL ACCUMULATED SEDIMENT MUST BE REMOVED FROM SHALL THEN BE USED AS TOP DRESSING WHEN MIXED WITH CLEAN BACKFILL SOIL. THE STORAGE AREA PRIOR TO FINAL GRADING AND STABILIZATION. 12. AT A MINIMUM SILT BARRIERS SHALL BE PLACED'AS SHOWN ON SHEET #4 OF 13. ALL FINISHED GRADES AND ELEVATIONS ARE AS DENOTED BY THE APPLICABLE LEGEND THE CONSTRUCTION PLANS TO INSURE AGAINST POLLUTING, SILTING OR DISTURBING AND PLAN SET CALL -OUTS. TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN "TURBIDITY TO THE EXISTING `PlE7LAND. IF DURING CONSTRUCTION THE PROPOSED EROSION CONTROL SYSTEM 14. AS PART OF 'THE CLEARING AND GRUBBING OPERATION, THE CONTRACTOR IS TO REMOVE DOES NOT PERFORM SATISFACTORY, ALTERNATIVES AND ADDITIONAL MEASURES ALL FENCING, DEBRIS AND/OR EXISTING FACILITIES FROM THE SITE UNLESS OTHERWISE SHALL BE IMPLEMENTED BY THE CONTRACTOR IN (RIDER TO COMPLY WITH NOTED. CITY, COUNTY AND S.J.R.W.M.D. EROSION PROTECTON STANDARDS. 15, BACKFILLING OF AREAS WILL BE CONDUCTED AT MAXIMUM 2 FOOT INTERVALS IN 13. CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR AL� EROSION PROTECTION COSTS. INCLUDING ANY COSTS ASSOCIATED WITH COMPLIANCE ISSUES AND ENFORCEMENT ORDER TO PROVE COMPACTION REQUIREMENTS. ALL DISTURBED SOILS SHALL BE -TO ACTIONS. COMPACTED 98% DENSITY MODIFIED PROCTOR. '16. WHERE SIDEWALKS DO NOT FRONT RESIDENTIAL LOTS, THE SIDEWALK AND ANY ASSOCIATED RAMPS WILL BE INSTALLED WITH THE ROADWAY CONSTRUCTION. BACTERIOLOGICAL TESTS TO BE TAKEN AT NEW METER LOCATION. THESE TESTS WILL BE DONE AT TWO CONSECUTIVE DAYS AND BE SUBMITTED AND APPROVED BY THE FDEP PRIOR TO TURNING ON ANY OF THE PROPOSED MAIN EXTENSIONS. LOCATION OF RU©VC WTI TER SYSYEM MAINS IN ACCORDANCE WITH F. A. C. RULE 62- 555.314 Other Pipe I10r1:e'017ta1 Separofian Crossings (1) 10h7t Spacing ® Crossings (Full ✓oint Centered) Storm Seim-, Stormwuter Force Mari, Reclaimed Water (2) - Water Moin 3 ft. minimum Water Muin 12 inches /s the minimum except for storm sewe, than 6 inches is the minimum and 12 inches is preferred Alternate .J ft minimum irater Mvin Vacuum Sonifary Sewer Water Moin !U ft preferred mhwr nurn 7htrinurn Alternate J ft. mini" ruin �� I Water Moin Gravity or Pressure Sonitory Sewer, Sanitary Sewer Force Moin, Reclaimed Water (4) Wolcr Mach /0 fL preferred 6 ft mhwi nu"n(3) N76 Wotar �f/o/n 12 h7chas is the minimum, except for gravity soave, then inches is !hv minimum vnd >2 inches is prvfvmed Alternate 6 ft minimum �-� Walar Mom On- Site Sewoye freotmant & Oisposol Systea, 10 ft. minimum Water main s/iou/d Cross above other pipe. When water main must be ba/ow other pipe, the minimum sapoiotion is 12 inches (2� Reclaimed water regulated under Part /// of Chapter 62- 610, F. A. C. (S) 3 ft. for gravity sarnifary sewer where the bottom of the water main is laid ut /east 6 inches obuvv the top of the gruvity sonitory sewer (4) Reclaimed water not regulated under Part /// of Chopter 62- 610 F. A. C. LY Fmp 819O A rCS\Y'L1V MOUXEMCK01 3 D For the purpose of this section, the phrase "water mains" shall mean mains, including treatment plant process piping, conveying either I raw, partially treated, or flushed drinking water, fire hydrant leads, and service lines that are under the control of a public water system and that have an inside diameter of three inches or greater. I (1) Horizontal Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or Stormwater Force Mains, Reclaimed Water Pipelines, and On -Site Sewage Treatment and Disposal Systems. (a) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least three feet between the outside of the water main and the outside of any existing or proposed storm sewer, I stormwater force main, or pipeline conveying reclaimed water regulated under Part Ill of Chapter 62-610, F. A. C. (b) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least three feet, and preferably ten feet, between the outside of the water main and the outside of any existing or proposed vacuum -type sanitary sewer. I (c) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least f six feet, and preferably ten feet, between the outside of the water main and the outside of any existing or I proposed gravity- or pressure -type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part 111 of Chapter 62-610, F.A.C. The minimum horizontal separation distance I between water mains and gravity -type sanitary sewers shall be reduced to three feet where the bottom of the water main is laid at least six inches above the top of the sewer. (d) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least ten feet between me outside of the water main and all parts of any existing or proposed "on -site sewage treatment and disposal system" as defined in Section 381.0065(2), F.S., and Rule 64E-6.002, F.A.C, (2) Vertical Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or Stormwater Force Mains, and Reclaimed Water Pipelines. (a) New or relocated, underground water mains crossing any existing or proposed gravity- or vacuum -type sanitary sewer or storm sewer shall be laid so the outside of the water main is at least six inches, and preferably 12 inches, above or at least 12 inches below the outside of the other pipeline. However, it is preferable to lay the water main above the other pipeline. (b) New or relocated, underground water mains crossing any existing or proposed pressure -type sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water shall be laid so the outside of the water main is at least 12 inches above or below the outside of the other pipeline. I However, it is preferable to lay the water main above the other pipeline. (c) At the utility crossings described in paragraphs (o)ond(b)above, one full length of water main pipe shol, be centered above or below the other pipeline so the water main joints will be as for as possible from th other pipeline. Alternatively, at such crossings, the pipes shall be arranged so that all water main joints or at least three feet from all joints in vacuum -type sanitary sewers, storm sewers, stormwater force mains,, or pipelines conveying reclaimed water regulated under Part 111 of Chapter 62-610, F.A.C., and at least six feet from all joints in gravity- or pressure -type sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not regulated under Part ID of Chapter 62-610, F.A.C. an equivalent level of reliability and public health protection. j i SANITARY SEWER UTILITY NOTES: i I I. PIPE LENGTHS SHOWN REPRESENT APPROXIMATE DISTANCES BETWEEN MANHOLE CENTERLINES, 2. ALL SANITARY SERVICE LATERALS SHALL BE 6 INCHES IN DIAMETER AND MAINTAIN 1% SLOPE MIN. UNLESS OTHERWISE NOTED. SEE TYPICAL DETAILS FOR SEWER LINE EXTENSION. 3. SANITARY SEWER GRAVITY MAIN AND LATERALS SHALL BE PVC SDR-35, ASTM D-3034, WITH GASKET JOINTS. 4. SEE FDEP SEPERATION NOTES FOR RULES AND ALLOWANCES 5. FIELD ADJUST ANY CHANGES WITH UTILITY COMPANY AND ENGINEER. DEVIATIONS WITHOUT' ENGINEER'S APPROVAL ARE AT THE CONTRACTOR'S SOLE RISK AND WILL NOT CAUSE ANY ADDTIONAL COMPENSATION. I 6. ALL SANITARY FACILITIES SHALL ADHERE TO CITY OF SANFORD STANDARDS ! AND SPECIFICATIONS FOR WASTEWATER AND WATERMAIN CONSTRUCTION. 1f 7. CONTRACTOR MUST COMPLY WITH ALL TRENCH SAFETY STANDARDS. ' 8. MINIMUM AS BUILT 8" PVC SEWER LINE SLOPE WILL BE 0.44%, ANY LINE NOT MEETING MINIMUM SLOPE WILL BE RELAID BY CONTRACTOR TO MEET THE MINIMUM SLOPE REQUIREMENT AT NO ADDITIONAL COST. 9. ON -SITE WASTEWATER COLLECTION SYSTEM SHALL BE PRIVATELY OWNED AND MAINTAINED. 10. NO CONCRETE ENCASED PIPE OR D.I.P. SHALL BE PERMITTED IN SAN. SEWER SYSTEM. 11. ALL UTILITIES CONSTRUCTION CONNECTING TO THE CITY/COUNTY UTILITY SYSTEM SHALL CONFORM TO THE CITY/COUNTY MANUAL OF STANDARDS AND SPECIFICATIONS FOR WASTEWATER AND WATER MAIN CONSTRUCTION AND SUPPLEMENTS THERETO. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO OBTAIN AND REVIEW THIS MANUAL FROM THE SERVICE PROVIDOR. ANY DESCREPENCIES BETWEEN THESE DOCUMENTS AND THE MANUAL, THE MORE STRINGENT SHALL APPLY WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER OF RECORD AND OWNER. NO ADDITIONAL COMPENSATION SHALL BE SOUGHT OR AWARDED FOR DESCREPENCIES. 12. ALL DISTURBED AREAS TO BE SODDED WITH BAHIA SOD 13. THE CONTRACTOR SHALL NOTIFY THE CITY UTILITIES CONSTRUCTION DEPARTMENT 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION PAVING. GRADING, AND DRAINAGE NOTES.• 1. CONTRACTOR SHALL REFER TO GEOTECHNICAL EXPLORATION FOR SUBSURFACE RECOMMENDATIONS. 2. ALL ROADWAY AND PAVING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 3. THE CONTRACTOR SHALL GRADE THE SITE TO 'THE ELEVATIONS INDICATED ON "THE PLANS AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED. 4. TRAFFIC CONTROL ON ALL STATE, COUNTY AND LOCAL RIGHTS OF WAY SHALL MEET THE REQUIREMENT OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (US DOT/FHWA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. 5. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS III (UNLESS OTHERWISE NOTED ON PLANS), AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST SPECIFICATIONS. 6. ALL PAVED AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 'THE TYPICAL PAVING SECTIONS AS INDICATED. 7. WHERE NEW PAVEMENT MEETS THE EXISTING PAVEMENT, THE CONTRACTORS SHALL SAW -CUT THE EXISTING PAVEMENT FOR A SMOOTH AND STRAIGHT JOINT AND MATCH THE EXISTING PAVEMENT ELEVATIONS WITH THE PROPOSED PAVEMENT. 8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL STORM DRAINAGE STRUCTURES TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL, PRIOR TO ORDERING MATERIALS. 9. THE OWNER SHALL BE RESPONSIBLE FOR 'THE MAINTENANCE OF THE STORMWATER SYSTEM IN ACCORDANCE WITH THE GUIDELINES SET FORTH BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT PERMIT. 10. ANY UNSUITABLE MATERIAL FOUND WITHIN LIMITS OF BUILDING OR PAVEMENT SHALL BE REMOVED AND MAY BE USED FOR SHOULDER OR BEHIND CURB PLACEMENT. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE SIZE AND LOCATION OF ALL EXISTING UTILITIES AND RELATED CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. ALL UTILITIES 'TO BE ABANDONED OR UNKNOWN UTILITIES ENCOUNTERED TO BE VERIFIED BY OWNER AND ENGINEER PRIOR TO REMOVAL. MAI.NTEIVANC.E OF TRAFFIC NOTES: I. ALL MAINTENANCE OF TRAFFIC OPERATIONS WITHIN THE ROW SHALL CONFORM TO FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS, ✓ANUARY 1994. 2. THE M. 0. T SETUP MUST BE SUPERVISED BY A CERTIFIED PERSON. J. LANE CLOSURES ARE NOT PERMITTED BETWEEN 6:00AM TO 9:0OAM AND 3:OOPM TO 6:00PM ON WEEKDAYS. 4. LANE CLOSURE SHALL CONFORM TO FDOT INDEX PROVIDED FOR ALL ROADS NO TWO LANE CLOSURES IN THE SAME DIRECTION OF TRAFFIC FLOW SI-IALL OCCUR AT THE SAME TIME. 5. IF AN INORDINATE TRAFFIC BACK-UP OCCURS IN ANY DIRECTION AT ANY TIME, THE CONTRACTOR WILL BE REQUIRED TO REMOVE THE M.O.T. SETUP AND ALLOW TRAFFIC TO RETURN TO NORMAL BEFORE REESTABL15HING THE LANE CLOSURE. 6. CITY OF SANFORD .SHALL BE NOTIFIED 48 HRS PRIOR TO ANY MOT SETUP & ANY CONSTRUCTION IN THE ROW. Florida law says call before you dig Florida law requires excavators to call BEFORE DIGGING so that utility companies can mark underground lines. Digging without marked utility lines is dangerous. A cut utility line could cause a complete disruption in utility facilities such as cable, gas and telephone, until repairs can be made. Further, it jeopardizes the safety of those excavating. Excavators are required by law to contact Sunshine State One Call of Florida, 1-800-432-4770. SSOCOF will contact all utility facilities located near their planned dig area. After receiving a locate ticket from SSOCOF, the facility companies have two business days to contact the excavator with one of two options. 1. Call the excavator with an all clear if there are no underground facilities at the construction site. 2. Physically mark the site according to a color code established by the American Public Works Association. u 2 F r9 2= L O U [1- d vl v; z Z 0 <t Ln Ld 0 I d V) Z 0 U 0 V 0 vi oviai �, N viai .� ■ 00 Fa o� 40 \r Z o C0 q LLJ (� N00 V a V; Ww 0 woo l., es G r L� lL Ld 7 U o 00 i� IL; n on o=) Vfr W� INFORMATIONAL COPY ONLY. UNLESS EMBOSSED WITH REGISTERED ENGINEERS APPROVED By NO. 033 DATE 5-26-05 PROJECT N0.\FILE NAME 05-002 DSGN BTH DATE 04-09-05 DRWN SLDD SCALE NTS CHKU BTH SHEET NO. 0(_of 10 7� + r 8 WLO LO19 �(L LINE TABLE M LINE LENGTH BEANINC Lt 16.97 S45'1T42'E LZ 26.28 S6T.5T19'E LINE TABLE P LINE_ LENGTH BEARING L1 16.97 S45'17'42-E 12 26.33 67'52'33'E G RVE TABLE M CURVE LENGTH RADIUS CENTRAL ANGLE CHORD CHORD BEARING CI 131.51 650.00 11' °'- 1" 131.28 N' 6'4-/' " C2 268.98 327.00 47' 7'47" 261.46 NOT '4."W C3 356.66 960.00 11711' 354.61 NI '`'4` 04 128.62 298.00 4'4: '41 " 127.63 51 '. 4'4. ' CS 47.27 30.00 -16'41" 4-2.46 1'44"W C6 12.49 30.00 •. 1'r " 12.40 N5003'2 "W CURVE TABLE P CURVE LENGTH RADIUS CENTRAL ANGLE CHORD CHORD BEARING C1 131.42 650.00 11'35'05" 131.20 N26'47'00"E C2 268.97 327.00 47'07'41" 261.45 NOt'26'23"W 03 356.65 960.00 21'17'10" 354.61 N10-20'54" C4 128.51 298.00 24'42'32" 127.52 S12'38'58"E C5 47.12 30.00 9 -00'00" 42.13 S44'42'1 "W C6 12.49 30.00 23'51'09" 12.40 N50'03'23"W TRACT 1 -�S os tl + 1.5' CURB 7, 1.5' CURB Ip EOP EOP R SEMINOLE TOWNE CENTER PARKING �6 z T j 67 70 21- I �I o7 ��po? Io �zm S 00'25'04" E c:o vy N 00.1T42" W: a- All, nt +� 7) 5' WOOD RETENTION WALL '6 �7 f96 ? 79 v9 + 0 7 -bC 2-V6 ---------G_ - -' S 5 CONCRETE REILMIL I WA r 1.5' CURB S� INLET z o w 7I TOP j NLEL . 3 S F t55 T� EOP TOP=45.69 z m I� ENV=38.83 x rW INV=38.59 + I 7 INLET HOLDING WATER / i yS 6 Illy wl CANT SEE OTHER PIPE / I I� a �O I f I 7.5 I IY OP +` 3' MIAMI CURB S SI P GRASS IU: EOP 9 f 751I7 B�PALM 1" O r 9 _ uN cRour�ty GAS _ ' r +y 7sol.. ,2 I ALM JlJ ST FOR FED T ~ _ _ - 18PCK S� ONE STORY C8 COMMERCIAL BUILDING F ~ 1 "6h SIOE 'E y 500 'TOWN CENTER BOULEVARD fX 76 - � _ - 10' I FFE=46.48 14" PALM* 2' CURB +77 I \ 7 5 CU iu;,V \ ASPHALT t5.?;�� \!1e c •• C I �S �� ` . _. \ a- _ TOP=40.53, IUD +sI `- TRACT 7 6' BLOCK WALL 1 m ¢ 8' BLOCK +7S ASPHALT ` I wALL`� ® E , •, �� -. �•.,.. o TOP 43.31 I7 ---- \ INV- 40.16 n 1 BOLL I CaEOP I INLET F N INV�37J INV38.7 INL W ET 15" R P T P=40.89I C3 _ _ r INV=37.1 Ary ' o - a 4• U U SOUTH BOUND LANES Set -Backs: Front Set -back: 25' Side Set -back: 10' Rear Set -back: 20' TOWNE CENTER BLVD: 100' FROM CL NORTH BOUND LADIES +s 10' GAS LINE EASEMENT__ ORB 2979, PG 1415 3' MIAMI CURB 266.34' 266.50' 0' SIDE SETBACK ASPHALT - a o o ET P 46.06 _- \ s o a a. 1 IN L INLET �27 TOP=4 INV= 8 o L 111 V=43 82 .84 EOP U2:_ 12 PVC _ 2' CURB 169.09' INLET TRACT 2 1.5' CURB LEGAL DESCRIPTION Parcel I - Fee Simple: Tract 7, Seminole Towne Center Replat, according to the plat thereof, as recorded in Plat Book 47, Pages 8, 9, and 10 (See Tab 49), of the Public Records of Seminole County, Florida, being in Sections 29 and 32, Township 19 South, Range 30 East. LESS AND EXCEPT the following from the above legal description: Begin at the Northeast corner of said Tract 7; thence South 00'17'42" East, 6.77 feet; thence South 45`17'42" East, 16.97 feet; thence North 00'17'42" East, 32.51 feet; ( the last three (3) courses being coincident with the Westerly right of way line of Towne Center Boulevard as shown on the plat of "Seminole Towne Center Replat" according to the plat thereof as recorded in Plat Book 47, Pages 8 through 10 (See Tab 49), Seminole County, Florida); thence, departing said right of way line, South 89°42'18" West, 41.49 feet; thence North 00'17'42" West, 52.75 feet; thence North 89'42'18" East, 20.24 feet to a point on a curve concave to the South, having a radius of 30.00 feet and a chord bearing of South 81 °18'56" East; thence Easterly, along the arc of said curve, 9.40 feet through a central angle of 17'57'32" to the Point of Beginning. Deed lands lying and being in the City of Sanford, Seminole County, Florida containing 2.1 acres, more or less. Parcel II - Easements: Together with those rights and non exclusive easements constituting rights in real property created defined and limited by that certain Covenants, Conditions, and Restrictions Agreement by and between Seminole Towne Center Limited Partnership, an Indiana limited partnership, to Wisdom Development Group, Inc., an Illinois corporation, to be recorded in the Public Records of Seminole County, Florida. a + ¢� 2 77 �_,a v2I GRAPE o TOP=45.20 z o INV=47 r13 U_zd o O ro CL � O V w LA w �t z w TOP=44.51 ASPHALT \\ '. •' :a. . �® '..n. , a 7 �zz aN INV=41.51 - " o E NV=41.41 c WW INV=42.06 c) IL � 13OLLARDS790 7S� W �� I CV H: `.'��.• .'.l 7 INLET m a \ + -• .I INLET TOP=4 .13 TOP=42,17 INV=4 23 I v n INV=40.27 f D 2' CURB - -® o 0 • ` 1 Y � 15" RCP � ?n w � �o EOP I o 1� 10"'P + a. 7 I O 1 STRM MANHOLE ? 2 l TOP=40.66 vj a N 00'tT4-4 W 1 E INV=36.34 c� Q u 75 U to rp h t + + W INV=36.34 � z 7I I 7t6. 7l�9 S INV-36.3277 I " + n N CONNEC 160 ASPHAL� INLET d EOP _ 15" RCF ® 9 w 1 T P=40. I �' v `+'_ z ��7�zw--15_RCP----- c?o 1 N INV= .$5 2` URB of a GRATE CT j S INV=3 .85 r N a N TOP=37.02 15' RCP 1W INV= 7,3Q f �� IDlV=32.62 ❑ .9 TOP=39.95 �� - R=30.00 L-9.40' 6=17'57'32' N 00-17'42" W 6.96'(P ) 32.ii1' TIZFI� SI AL PCB n , ' N % ,4 • r. - •" - . 5' SIDEWALK n n ' _p ° - r 'PULE S00'17'42'E 6.77' 6 Pvc . R PV-G- � LESS OUT 2' CURB Fc CI1T-iFR - V= ULEVARD - s6 - PAVED EOP 2' CURB & GUTTER SURVEYOR'S NOTE: 1. ELEVATIONS SHOWN ARE BASED ON SEMINOLE COUNTY BM #452-66-01, ELEV=36.68. 2. BEARINGS AND DISTANCES SHOWN HEREON ARE BASED ON NORTH RIGHT OF WAY LINE OF TOWN CENTER BOULEVARD, THAT BEARING BEING N00°17'42"W, AND IS ASSUMED. 3. LEGAL DESCRIPTION FURNISHED BY CLIENT. 4. ACCORDING TO FIRM PANEL NUMBER 12117 C 0040 E, DATED 04/17/1995 THE SUBJECT PROPERTY LIES IN ZONE "X". 5. UNDERGROUND UTILITIES LOCATED ARE FLAGGED BY OTHERS 0- x V 9 EDP d N ?v t ,} SYMBOLS AND ABBREV AT ONS: TRACT 6 N - NORTH E - EAST S - SOU TH W - WEST LB - LICENSED BUSINESS CM - CONCRETE MONUMENT IR - IRON ROD IRC - IRON ROD AND CAP IP - IRON PIPE P.O.C. - POINT OF COMMENCEMENT P.O.B. - POINT OF BEGINNING C - CALCULATED P - PLAT M - MEASURED D - DESCRIPTION ORB - OFFICIAL RECORDS BOOK OHE - OVERHEAD ELECTRIC CONC. - CONCRETE NO ID - NO IDENTIFICATION A/C - AIR CONDITIONER C/O - CLEAN OU T FND - FOUND TYP - TYPICAL MES - MITERED END SECTION EOP INV - INVERT LF - LENGTH FEET L - ARC LENGTH R - RADIUS B - BEARING CH - CHORD D- DELTA ANGLE N&D - NAIL AND DISK BM - BENCHMARK TRANS - TRANSFORMER FFE - FINISHED FLOOR ELEVATION MEDIAN { - CENTER LINE *7 - WATER WATER VALVE IRRIGA TION VALVE ® - ELECTRIC METER ® - WATER METER -�- - SI GN z - LIGHT POLE o, - POWER POLE y - HYDRANT a c - HANDICAP EOP - EDGE OF PAVEMENT Erl - TRANSFORMER CJ - ELECTRIC BOX ca - GAS VALVE Os - SEWER MANHOLE LEI - WATER METER li-u� - ELECTRIC METER m s J U J o g O a O m N "V o �L V _ _ S_ v) U N> EOz4 "J a a �1 c N ,2 r O O O v o I v V ' C3 CV t� _ O (On LC) Z I-� Ln In � q 1 r�I N V) O Q O u (j).'rx��4-g m ' F_ LL. LL E O � O C3 t LL W 0(0 c7 r D F� O CL U < 'l o Ll_. 0 (n 4_j EL E 0z O I- 0 U (ll U E 0 M Field Date: 01 /10/2005 Scale: 1" Drawn by: BT Checked by: JSB Job Number: WI505006 Sheet 3 OF 10, M`�1» sue.,• . '" �,,\ \ _; ice+"' ' S},s �• REMOVE EXISTING SECTION OF CURB REMOVE TREE RE-LOONTE-• REMOVE SHRUBS AND TREES REMOVE EXISTING SECTION OF CURB 2 I SEMINOLE TOWNE CENTER 1....C. 0P € OAD �l EXISTING GONG. RETAINING WALL REMOVE EXISTING R MOVE SHRUBS AND TREES AND FOOTER TO REMAIN CONCRETE SWALE REMOVE INLET "nOOD REI WALL _ ,5' CCNCR T •+_TEr ill "I drALL - - /'S 1.�� t.. _.� 3= .`�._.�.JL _�T_.�l�a J-� .}3 . 3 �13 � �iss�-'.•,1 �7'"'s'✓r ... u�: RE -LOCATE LIGHTPOLE REMOVE EXISTING •S.�i SCREEN WALLS AND CONCRETE O EXISTING YARD BRAIN RIM:43.81 CONCRETE REURN110N WALt< INV: 42.38 SLABS-,� ��/ a" Pvc u a' �e CL srj_cK �frg INV: 37.96 SAWCUT LINE 18, FIRE DEFrRRT(v1ENj CONNECTION - POLE NTH BACKFLOW 6" WATER " ::__--REMOVE TREE MAIN HAYBALES(IYP) EXISTING _ INLET _ RIM:43.31 INV: 40.16 16" WATER UAIW- r, RCP N• REMOVE CONC. SLABS REMOVE INLET AA :a..� REMOVE BUILDING REMOVE BOLLARDS JUST FOR FEET " 1 CUT AND CAP ONE STORY CB COMMERCIAL BUILDING 500 TOWN CENTER BOULEVARD FOR NEW TIE IN FFE=46_48 �14•' COORDINATE WITH � DRAINGE PLAN REPROVE TREES \ ° (TYP) \ o COORDINATE 0 WITH FLORIDA POWER v I EMOVE TRANFORMER p �: AND DEMO PAD RELOCATE PER PLAN 10 PALM O 10' OAS LINE EASEMENT ORB 2v% PG 1415 10' SIDE SETS F K AWUT LINE SAN �� SAN SAN 0, Q EXISTING G" PVC EXISTING LAT. 0 0.55y SLOPE YARD DRAIN �vv RIM: 44.51 INV: 41.40 INV: 42.0 11 E I 12 PVC j; O 1 RiP I M,6.007 (7) - 1t1 41.jO - INl', 40.70 REMOVE ALL OF OF EXISTING W001 RETAINING WALL SIDEIN�L'K RB AND PVC YARDRAIN PIPING - FOR INSTALLATION ff NEW SANITARY AND STORM LI S -�� EXISTING CONCRETE RETAKING TO REMAIN =r i :., -_ 10' PALM ILI 14=PALM .. :• ' • . � ;` PALM t . .n .,�_r� 3 1.'•0' C �'FT afB`' x. -..1, ,.......... _._..I_ _,.ra ._..-...._..._..'__-.-.____ •cam-'61;f� EOP 17' SAWCUT LINE x CAP & REMOVE F.D.C. CLOSE BACK FLOW f _ EXISTING LINE 'FO BE USED AS SLEEVE UNDER ROADWAY -� X r 1 AP LINE AFTER B P I r+_=. i GIL FP VALV 5 I -�" 6-assz' r r 1-, - wr _ a o:;;,.._..�',--�.. '_`+ 1, ^1--�-_-,..� - _ �, h .� a ... -ors.,,, 1 ..-s-- .•a •ai• � _ p EXISTING _ _ "L-� - r � lma- F r FIRE HYDRANT �' HAYBALES(TYP) EXISTING �FfA UALES�TY-P-)-- -�_ INLET RIM: 41.a2 EXIS EXISTIN TING 1=� --- REMOVE!,S10i_WARun:LK, 16" WATER MAIN 4 EI ae.as -_EURBAND ASPHALT INV:37.12 Sr�l.1r _ z EXIST G { fANDIOAPIOL�5=T0 F_RELQF.� CAT_ COORDINATE WLTi-I NEW SIGN LOCATIONS�JTEE SHEET 5 SAL VA CE AN_D RE'PIPT' ,�XISTINC IRRICA TION SYST ff AND MW4-T-1-0- � TO KWEP SYSMUr OPERATIONAL D URINC CONSTRUCTION - - -=- 2. SAL VACS' AND RL'PIPE EzY1S1INC P1101W & CABLE CMDUIT,Sf TO -BUILDING AREA. _9XTL'N1) TO N�' yY LOCATIONS PER UTILITY PR O VID OR ,.SPECS 3. D�'T�'RIYIIN.�' INITIAL LIGHT POLE' IN L OOP TO START CIRCUIT FR0f1 BLDC CONTROL PANL'L .1�21VT I JVD TO MY B.LDC AREA LOCATIONS P-I'R ARCHITECTURAL PLANS 4. SET LANDSCAPE' PLAN FOR TREES TO BE RE'L O CA TED - 5 OF 7 EXISTINC OAKS 4' CAP AND, u ABANDON EXISTING 1 a. BEGIN SAWCUT DOMESTIC; LINE AT HANDICAP RAMP SERVICE EXISTING EXISTING BACK 1I INLET• Y" FLOW PREVEN R I i 1�f Ri4A:40 r J h El T'"""217rf_-al��' Ja'��""_•�ir�i.��`°�a�,,,,;3�-��:1�.:-�..Tm.-,,.� EXISTING SANITARY MANHOLE RIM: 45.20 INV: 37.33 w ti EXISTING TRENCHDRA RIM:42.22 z F La EXISTING CAP AND ` INLET ABANDON -24"RCP IIM: 40.00' EXISTING i" INV:36.67 LANES DOMESTIC EXIs'nilr AYBALES(TYP) SERVICE INLET TOWN CEINTI=IR DOUL.EVARD-- 100' RI H1' 0 WAY --• PAVED IORIH SOUND IANFS 0 REMOVE & REP E� CURBING, TREES�Nq EXISTING LIGHT RQL FOR NEW SANITA Y LINE ;I • Z x W w w U U z T a � f1_ 0 n 0 30 60 And,vr Dvl . Mth 2 - 2" x 2• x 4' Typo A 0, a Fenn 5tdt« Per "I. ; 4 OPt;._ P. Pe.nloea� P( ''pie Post PosWion 517c.olk Natxc eolca to be al°9d at Iha I Sad O } Pqt (d{YJvna; 2- x 4� ( _ O -- - dlr.ctwn of Ma En near. . ' t+- t 4 I FlW Fobrfc In 1�- Canted 2(r Tvward Florr) 23 Wn. DW. Nvvd: -- Lco.e Sol Plocad By Sh-1 And _ • I ° •, 1.3J Lb./FT. iGnJ Apron Dlld, li it ^__.- Oltcn Fo`0 C-foae° Avnp Ope-. 5y �/{ I 9 ' ` Sac. g63 F➢Or `-Vac) Pr Curd @ wttar Cub 4: 4Llt ICI Foo Or DUoo. 4t Lovaa Soi F4oc°d Dy -\ Pn4r rob:+c -- --- 5hay.1 And UvhUy �� 3 -'"50' On Centers ( T)p.) ,,,�. c 4 �" snow BALES BACKED BY FENCE PLAN ce�a Olt d Al. VpWoom As Required _. /� Row PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLE"f •1 •I ©ales To Butt( • nn<ner Wa1.. Ynw 2 - 2' x 2_:.4' \ � ^--- Anchor Soles With 2 - 2" x 2" x 4' swkeo Po ado. poet I' I' 1 Stakes Per Bole. LEVATION SECTION PROTECTION AROUND INLETS OR SIMILAR STRUCTURES �"p-•-I- r u:n. R. anm«d.d I. PLAN Loose Sad Placed 9 Shovel And Lightly Rot°: sn Fa m x pea rar under ne ca t anit price tm 5wkd %it F« luh. Anchor Bides With 2 - 2" x 2" :��A Ov.•Hap Ends y 9 y ,, ELEVATION Stakes Per Bule. 6' Min Compacted Along The Upstreorn Edge Of Bolea� c� F (PE SILT FENCE rf-Wg: H.I. bvrrim fur pvvad dl - .Imuld W V. d in --d- with �� I• C!"ti, 5h«t I of d, Index N. 102 Fill Slope Fill Slope .i BARRIER FOR PAVED DITCH .. T ,o' a cent«. (T;P.) ` g 5 ELEVATION ELEVATION 11 *own FAW F-ic m Abaa:c° Of A. RaquYr1- E.Wiy,ud Q o IAPProx. 17 x 17). Emit. of Cuaatxu<Uwr- 5." Edg« Dy Entr.-IiI.V And f0 BE USED AT 5EL=CTEED SITES WHERE THE TO BE USED AT SELECTED SITES WHERE THE „- Ext.nd U. or mg. and ed... ro0rla NATURAL GROUND SLOPES TOWARD THE TCE OF SLOPOATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE \���y{`� Axkhu B.1« Mm z - Y x T ,PjAN - ' -IL--- aR tR,:rw muI uoot Tne ITh. %m.n� m ��-�;G > - ` NaG: ipecrng for mart-.., sncct wI of t>esn A.0StOkP.r . eti Oxarbp End. - Sand Woga S.cUu, 9e5 W Th. 9tmd.rd �tM accordanw . w^ -� Spadr Motu, Co.t Of Fobdc 10 We I 5f1' Nax- 'A' Nax. In Boded In Th' Canuact unit V.. �w. - F" no, Or U"" " BARRIERS FOR FILL SLOPES r t, a Ty" an.ot ;n J. rype •. •. SA Fo Yp• •- E EVA71CtI -" =z� } -Lead. swl rlacod Wy a an+ A d ud dy I �I oo.• 5oA Plac.d Wr ;na <I and udnny Optional Post Positions a Principle Pout Position % r To BE USED At s�cTe+ SITc3 mERE RE tea- Dnd Dart Inl.t Camped d Nang the up°b° Ens. cu,pactw woos ma uP.b.an Edge of sal., Post (Options: 2" x 4' I r (Canted 2U Toward Flow) r ^ NARAUL GROUND SIMES TDNARD IhE 1OE OF `.LOPE -- - - 6 rncaron URm Or Wvl.a - + , PLAN PLAN l�' Min. Die. Wood; Stem i Filter Fabric (In i;nt W"rt.r 1.33 Lbs/Ft. Min.) I o' Max. Conformance With uo>a Dram-__ w Ran Poet i" Sec. 9a5 FOOT Spec.) - • ad re avt � / Fliter Fabric In - 1 All, z - T x 2 x a' o S ( ilt Flow Ara:.,aoaah eonom i�d.r,. ' Stakes Poi Wale. 50. Na:. Sit Wvrter `C L d.dl T _ +' Min. Racammm S' 7yp 1' litnMt depby In o mcrc.ar that air ranc« w74 ct as a dam ocrooe pennvnorR ibwfng PLAN Loose 5cA PI-d Wy Flay! And U7,Ly -- _ rry N r 1' ofoiW. a• SiR (coed are oe u>od of i.ip" lowt(ana and (ubrdtV borrfma 5 Y' Cc'^PotUid Alin The Wp.4.am Edge Or Wulee.-- - ----- -i Anchar La+or Waloa Ntlh 2 - 2' x 2• 4' Slokw Pa Ffale. - W � d of pumu:enf GW:« ar ..1., Mchor Top eol.a ro Lawor Witte wto, 2 - 2- x Z' x 4' Slokos PV Ultiot hvr Ww with 2 - Z' x 2' x 4' Stakae Pw' VA. d di4h :nataAdrmr d drviaag. Fif Frye sod fff --`u»a. or eonro-,.eean ELEVATION ELEVATION SECTION SILT FENCE APPLICATIONS ELEVATION DITCH INSTALLATIONS AT DRAINAGE STRUCTURES ropnwu°n ,d pv.m«aRw . o un.a i°u,in ° 5b.,A I°o f a.x°No. 0st`d m ne ELEVATION TO LE USED AT :.ELECTED SITES *HERE INE NATURAL GROUND %0P S A.AY FROU n+E TEE OF SOPE TYPE IC TYPE S Note: Silt Fence to be paid for tinder the contract unit price for Staked Silt Fence (LF). BARRIERS FOR FILL SLOPES BARRIER FOR UNPAVED DiTCHES ER0800H COKMOa DETAILS TYPE NNN SILT FENCE NTS 4Y es�rrwnnAra:rr mnmra�a®: _ - W a z V to G Q J VI W L F U V d (� hi G i < V+ V] - j Lj V W z z V O Q Ld Q � 4r1 N I O z z F Q U U z _j q Z z S o� o r U Z sib I I Ltl a s +� < z wz V 00LjLj Fr G w f- W < �� �.� X 0 z �W r� Q V Q G Cl n n rn Ld U ( �J FS � _Q ON G zi) li W� � Q n �-1.,1f`r) I (J-) Q Q) Lj C r- (J� Q L_LJ N + 4 INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH REGISTERED ENGINEERS SEAL APPFkOV D BY ` '�f�'+frl�rawcgz�:} B. TI"ODD IH1UDBPON, iP.f,e NO. 5403.3 . c DATE 5-26--05 _ PROJECT N0.\FILE NAME 05-002 OSGN BTH DATE 04-09-05 DRWN SLDD SCALE 1 „ - 3 0 � CHKD BTH SHEET NO. Q of 10 CID 6" VERTICAL CURB DETAIL PARKING BY DISABLED FTP-25 PERMIT ONLY supplemental — sign $250.00 FINE F.S. 316.19515 NO TES: 1. ALL HANDICAP STRIPING TO BE THERMOPLASTIC OR EQUIVALENT. 2. PARKING STALL WIDTH SHALL BE 12 FEET FOR HANDICAP SPACES AND 9 OR 10 FEET FOR REGULAR STALLS. TYPICAL HANDICAP PARKING DETAIL NTS BUILDING [--12 SIDEWALK PAINTED CURB PARKING FIRE18" NO PARKIN LANE STRIPES FIRE VEHICLE ACCESS ROUTES MARKING 1, SIGNS SHALL BE TWELVE (121 INCHES WIDE BY EIGHTEEN (18) INCHES IN HEIGHT, WHITE WITH THREE-INCH HI RED LETTERS NOT LESS THAN ONE-HALF INCH WIDE TO READ "NO PARKING FIRE LANE". 2. SIGNS SHALL BE DOUBLE FACED, SPACED NOT GREATER THAN ONE HUNDRED (100) FEET APART. 3. SIGNS SHALL BE MOUNTED ON METAL POSTS, NOT LESS THAN TWO (2) INCHES IN SIZE WITH BOTTOM OF SIGN NOT LESS THAN SEVEN (7) FEET FROM GRADE TO BOTTOM OF SIGN. 4, WHERE A CURB IS PROVIDED, FOUR (4) OF CURB TOP AND FACE TO BE TRAFFIC YELLOW (F.D.O.T. TRAFFIC RATED PAVEMENT PAINT). STRIPES FOUR (4) INCHES WIDE EXTENDING OUTWARD TO A WIDTH OF FOUR (4) FEET FROM CURB WITH THREE (3) FEET BETWEEN EACH STRIPE. STRIPING TO BE YELLOW THERMOPLASTIC OR EQUIVALENT. 5. LETTERS Nor LESS THAN FOUR (4) INCHES IN HEIGHT AND NOT LESS THAN TWO (2) !NCHES IN WIDTH WITHIN THE STRIPING (BETWEEN THE POSTED SIGNS) TO READ 'NO PARKING FIRE LANE". LETTERING TO BE TRAFFIC YELLOW F.D,O.T. TRAFFIC RATED PAVEMENT PAINT. 6. SIGNS AND PAINTING ARE TO BE MAINTAINED BY THE RESPONSIBLE PARTY OF THE PROPERTY. TYPICAL FIRE LANE REQUIREMENTS ACCESS ROUTE MARKINGS &. SIGN POSTING) FUTURE DUMPSTER ENCLOSURE PHASE 2 PROVIDE MIN 6' WIDTH PAD IN FRONT OF ENCLOSURES PER DETAIL. ­ .. ... .. ... CURB' . ) EUP a SEMINOLE TOWNE CENTER LOOP ROAD 5' WIDE SIDEWALK WOOD H5. WALL 5' CONfNEAE REIENTION WALI,.' S (;6-25'0dI . .. .. .......... .... .. ... .. . ......... . ...... .. .... . w Eo PHASE 2 00,1 COWMEII- I,!'ETKtaoi,I 'NALLI\ 5' WIDE ( SIDEWA- Y. lr5CURn6 WIDE CONCRETE SIDEWALK '5 EOP ............... ........ . . HANDICAP SIGN (TYP) TYPE 'IF" CURB (TYP) NEW TRANFORMER i cry PAD LOCATION r R5' 3' GRASS HOOTERS CURB REPAIR SIDEWALK 59 HANDICAP �ET WALL GvOUNo 0 2' Pt RE -USE, CURB AND F 'ROUND 0 _ell, TIN /L CONCRETE D&RC F " I ff". EXIS WITHIN AREA .*-j 131_DC RAMP TYP DIS�TURBED FROMi ANDICA T1 R5' TRACT TRENCH CU IONS(TYP) 00(j STOP ..... . ...... ................ . SIGN (TYP) V) R ............... ............. 4 WHITE Rqn' R STRIPE (TYP) 7 2. FLUSH 1\4 0, IPE ISLAND STOPBAR 4" "1 1111- AS 4:-, ti STRIPE (TYP)��•'1�. ',, <� `• Y7 -:;h WHITESTRIPE (TYP R5' (2)6" WHITE 10 STRIPE (TYP) -y- FE-, ir PAAVEMEN I, OT -�z CURB (TYP) EDGE EXISTING OF E f(3- 2 5' S, HANDICAP - CONCRETE RAMP(TYP) 61' CURB (TYP) HATCH INDICATES NEW PAVEMENT (VWMHITE) NTS 5/RE D BOBARDCKER GROUND WHITE LEGEND & to 11 HIGH STOP DIVIDER LETTER HIGH INTENSITY REFLECTORIZED NOTE: STOP SIGNS SHALL BE 30" WIDE AND BE OF HIGH INTENSITY REFLECTANCE. STOP SIGN DETAIL NTS 4" THERMO- PLASTIC PAINT NOTE: ALL TRAFFIC MARKINGS SHALL BE THERMOPLASTIC PAINT & STOP SIGNS SHALL BE HIGH INTENSITY REFLECTORIZED AS PER MANUAL OF UTCD, STOP BAR DETAIL NTS EXPANSION JOINT \121-0'1 �PLAN 6' MASONRY SCREEN REQUIRED NOTE: IN KIND w/ PROPOSED BLDG. (1) DUMPSTER ENCLOSER SHALL BE EQUIPPED WITH SELF CLOSING HINGES. 6" STEEL BOLLARD (2) SEE ARCHITECTURAL PLANS FOR FILLED W/ CONCRETE SERVICE AREA ENCLOSURE 4' 6)-0" 16'-0" 3/8" REBAR 12"O.C. E.W. 3,000 PSI CONCRETE SLAB SECTION DUMPSTER PAD DETAIL NTS `L TRAFFIC 5' 0" LANE 2 45' 90' cV 9 11 90 co WHITE REFLECTIVE TRAFFI C PA INT: DIRECTIONAL PAVEMENT ARROW, N.T.S. 10 fi SIDEWALK EMENT SIDE -WALK CURB DETAIL NTS 1.5' CURB 4' WIDE FIRE LANE. SEE DETAIL THIS SHEET 10' GAS LINE EASEMENT_--. ORB 2979, PG 1415 SEE REPLACE PAVEMENT DISTURBED FROM OPEN TRENCH CUT 3 ^ Pail II MCURB L266.34' EOP 266.50' 1. 5' CURU 2' CURB c1l: j 0' SIDE SETBACK L91 la 4. EDGE 0 F,� STING ING CON( FIT jj 1WAL< EO ryl L I I ACURB 2 a OIL 5.1 L,71- �\ ` Y i t In CI 0 uj F= 7 -Z z 40 - .A C, mi - - 1 ILL z 5 - Ln 04if"ilk 70 %U LL wz C:�J L Q oCi 0 ty- Ld 00 V) Uj 7 1 00its L=9,41)' A=17'W"12' rr *17'42" W JAL POD 0 c: 5' SIDEWALK POL - S001 Y'42)'E 6.)7' 2' CURB ac GUTTER -LESS O(J r, RE . . . ...... STRIPE WITH EOP 4" WHITE STRIPE (TYP) SOUTH BOUND LANES SEAL COAT AND RESTRIPE ALL E X I P . . . ................. ............. S-Tt G A KLN G .-..A- R EAF)----­­-, . . ......... .... ....... . ...... TOWN CENTER BOULEVARD 100' RIGHT OF WAY -PAVED PROPOSED HOOTERS MONUMENT SIGN NORTH BOUND LANES N STOP SS IGN(TYP) 24" THERMOPLASTIC STOP BAR (TYP) IT __.,. .J.�_. ,I. _ �TB f— —1 SETD REMOVE EXISTING HC RAMP CONCRETE STAIRS(3) FLAT AREA 9 ASPHALT j­1 Y CURB E[O 18, I El EOP 2' CURB Lc GUTTER 10 -Oil L T rl Nol? 33/411 4 1 7/8ti 31-41/211 1 7/8 11 CD CO :> X 0 jr 0 ler Ld W L� LL Es a Q Ld 0 (j) Cj > III OIL Q) 0 Lj C9 ai INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH REGISTERED ENGINEERS SEAL APPR(DVIR-D BY 113. TODD HUDIIISCtA, PIL NO. 54fl) 3 7' DATE 5-26-0 PROJECT NO.\FILE NAME DSGN 0 5-002 B TH DATE 04-09-05 DRWN SLDD SCALE, 1 30' CHKD BTH SHEET NO, OF '10 Overlap Min n Or Wq;-Wqven ilter FobF*K%- rype D-3 See Index 199� ;ecurinq Device w Joint ELLIPTICAL PIPE SHOWN ISOMETRIC VIEW PIPE SECTION Cost of filter fabric jacket to be included in cost of pipe culverts. FOR ALL PIPE - CONCRETE PIPE SHOWN FII TFR FABRIC JXIC,-,KET N.T.S. 1,5" TYPE S-111 ASPHALTIC CONCRETE 6" THK COMPACTED SOIL CEMENT DESIGN""` (350 P,S.I. @ 7 DAYS) OR ALTERNATE: 6" THK COMPACTED LIMEROCK (98% MAX. DENSITY) 10" STABILIZED SUBrRADE MIN LBR OF 40 FBV r-OCI On"DA(-rrr) TO QPV T-Ikr) PAVING DETAIL, N.T.S. ALL PAVING SHALL PASS INSPECTION BY OWNERS ENGINEER, NO BIRDBATHES WILL BE ACCEPTED. PAVING WILL BE SAWCUT AND REMOVED OR PATCHED WITH AN APPROPRIATE PATCH AS APPROVED BY OWNERS ENGINEER AT NO ADDITIONAL COSTS TO OWNER. 12.0 NEW SWALE AREA BETWEEN EXISTING WALL AND HOOTERS 50 48 m 44 42 40 'Ile 46.32� %Z7 Z l TC LF /-45.45 4578 TO,'45.69� AS 4�K.64 EF 45. 19 +1 SEEIMINOLE TOWNEE CENTER LOOP ROAD D-03 53LF-6" FLEX PIPE + MANHOLE 4 1.0% SLOPE 731 D-04 RIM: 44.69 TO 12" YARD DRAIN TYPE C INLET 31 LF- 12" ADS 'YINV(IN): 39.13 CONNECT ONE RD RIM: 43.75 �19 (9 1.0/-. SLOPE Col'i EIE RETUITION WIFF] 6" FLEX PIPE INV(OUT): 39.44 P AREA FROM 5' =4UUETE veALLN, -I 9- BACK OF CURB To GRADE 0 4:1 MAX 44.53 5- 4475 44.0 44, 91,9 SWA- t 'I- i 1, & 4-4.85 HIPT ........... . ....... ew---------- . .......... . ...... . . .... . ... ..... . ... ......... ... . . . . . ......... ......................... D-05 46.13 455 C INLET -T- RIM: 4-4.5 1 449 ....... .. ....... . .......... . . . .. .................... . . 'an �EqT WEST-4-4.0 �,--4� 34 DRPVC G ✓ '' INV(OUT): 38.71 . ....... 84 1.0% SLOPE YA I 0 (2)-12 IN 0 T C= ',44 65 QNNECT EP /i,444 45.8 FINISH FLOO 6 R ITH 6" FW IFWE 4534 Q�d FINISH FLOOR5 -12" S 46.17 T-- 0 45.25 1.0% SLOPE , I I " 44 �64 11 :57LF-8' 1,L)RPVC Iv . ..... +11 1.3 D-02 f �8, (9 1 0 x SLOPE 1�kD rO 12" YARD DRAIN RIM: 4150 -;4 F-INLET 45.5 01-F-12" SDRPV6J'D Z�, r A R-j CONNECT TWO RD'S I BETWEEN EXISTING 1 3858 INV(IN) (EX 44. 9 WITH 6" FLEX PIPE 46.15 WITH INV(OUT): 38.58 5- �46 ID(EP) 7- 3 45 19 kz)-12' YARD DRAIN E- R ... . ...... ! 439s. 1'.......... . -45.8 BOG) E /LID 5 25 45.95 -P) IN` 4C?q'ITH FLAT COVER 7C:45.57 r i I . ?� 'Ef Af El 45.74 YISH (-RAnF 4 ... . . ........ 44.75 R ............ EP: 45.07 45 % -,:),I 4(boc) TC:45.43 1.4z --4576-9, . .. ... 45.64 A"'. I) rl 43 % a i L0 1-45.86 V - V V --Fv- V F-P:44.94 1 .91 43.90 4.97 . ... .... -4K - Z -4 TC:44.97 �R . . ....... . :44-.47 4161 i P: 44 <<4.6% .47 FLUSH 5.00 NV: 37.96 4361 ...... .... > 41.117Y TU:4178 4.73 449 + �J EP: 43.28 44.9 jlz 308 43.40 4' rc K3 43.46 .27 -/44 19 -6 H I GH11, 1 E) 75LF- I 2"ADS TC43 42 _9 V, CONC STEPS 0 1.0% SLOPE j 1 .9 1 2 EP42 92 fL - 43.47 .............•v;. TC:44.34 15' RCp MANHOLE _42 V, 43.11 .92 EP: 43.84 RIM: 43.80 C41 62LF- 12" ADS y, 4- Z;.- 6, TD INV(IN): :57.96 EX PIPI .... ...... . EXISTING (9 1.07. SLOPE 1 70LF-6 FLEX INV(IN), :57.96 0 1.0% SLOPE 0 12" YARD DRAIN, INLET J INV(QU �7.96 T 37.9C RIM:4-0�01 yjlc,? CONNECT TWO RD,S ,Xnm WITH 6" FLEX PIPE 15" RCP 5, AT I I 16 RCP EXISTING 7 INLET 4X RIM; 43.31 Q ?>-RE�MOVE EXISTING ...... ... .................... . .... - -------- ay i ih +ti ----BER-CQNC PAD INV. 40.16 AS�'NEEDED-TQ-- 4� -�-INSTALL FLUME-- 7 90H 6" CURB - --- ------- -.14 IS"! I I I --RQPALCE BFP 1. " 0 �24'RCP SUPPORTS--AS7kEQU-LRED iNV: 1133 W m, LF.T 80 Sol-11H BOUND LANES BOTH SIDES EXISI`ING\ INV: 37.1 INLET . . . . . . . . . . J-,z+- -.4 - Z IP9 8 OU LE VAR D TO'0 00 RIC 'r OF VrSf - PAVED NoRal BOUND LANES r 420 1 r r DR X VE& - h Ni Ir, --,I ZT, ! r HOCTER'S X Lij TON F. F. L.: SdAB 4 9 7 ___ h _ I _ _ ____ •I S/W EXISTII\ G n 2.0/07, >> 1SOU BOUND �H LANE TOWI\ E --N- -R- E 13CULE1 AR 140 -120 -100 -80 -60 -40 -20 0 20 80 SECT 99 0\ ) ) 13 SCALE: 1 " = 20' 18.0' NEW PARKS 18.0' NEW PARKS - 6. 0' + S/W 46 44 42 40 3N, EXISTING INLET RIM:401 INV; 36.67. 7. 0' @3:1 MAX 1 17- -17 0 24.0'-1 EXISTNG SOU 11 H 2. % >> LANE 13CULEIVAR TOW� -4 I � � _ l'-j j j -60 40 -20 0 20 kO 60 80 SCALE: I " = 20' a to to Ld n. (J') F- V) LIA m < V) V) vi > Ld < L0 (D (a L0 z LJ V) 2 013 0 0 T- LL Z Ld (D <> Lu <L� CIQ u- 0) X LZLI W UL o z uJ 0- LAJ C0 0 W w � L., LLLj 0 uj Cl) W Cf) X 0 11j 0 CL (n T. LdI- Ld LLj 0(n <r n QJ CJ (Ir Q) Q) O (J� INFORMATIONAL COPY ONLY, UNLESS EMI305SED WITH REGISTERED ENGINEERS SEAL APM(UVED BY mown B. TODD HUDSON, P.[ - NO. "033 DATE 5-26-05 PROJECT NO.\FILE NAME DSGN 05-002 BTH DATE 04-09-05 DRWN SLDD SCALE CHKD 1 30, BTH SHEET NO. 06 OF 10 ..J ALL LETTERS 2" IN Hq WITH 3/4" SPACING 81"'1 ROWS 1 1/4" _IRRIGATING WITH +' 2" 3/4" RECLAIMED 12" WATER DO NOT.DRINK 1 1/2" o 36" (MAX) 0 1 1/4 1/2" BORDER NOTES: 1. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES. IN ALL CASES, THE SIGN SHALL BE VISIBLE TO THE PUBLIC. 2. BACKGROUND SHALL BE PANTONE PURPLE 5220, LETTERS SHALL BE WHITE. 3. ENOINEERINO ORADE REFLECTIVE MATERIALS SHALL BE USED. 4. POST SHALL BE U CHANNEL 12 FT. 2 LB. HOT ROLLED HIGH TENSILE RAIL OR BILLET STEEL, HOT DIP GALVANIZED PER ASfM A-123. 5. MOUNTING HARDWARE SHALL DE STAINLESS 5TEEL. 8. SIGNS SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY APPROVED ENGINEERING PLANS AND/OR AS APPROVED BY THE DIRECTOR. RECLAIMED WATER IRRIGATION SIGN CITY OF SANFORD MAY 1997 FIG. 114 GRAVITY SEWER; SOLID LIGHT GREEN - ��L� OR WHITE PVC WITH LIGHT GREEN FOR EERMA N: WHITE WITH BROWN LETTERING. {� 21" SEWER F RCEI MAIN MAX•___�EWER FORCE MAIN 1) PIPE IDENTIFICATION LETTERING: 3) LETTERING A MIN. OF 3/4 INCH IN A. FORCE MAIN: SEWER FORCE MAIN HEIGHT AND APPEARING NOT LESS B. GRAVITY SEWER: SEWER LINE THAN ONCE EVERY 21 INCH IN- TERVAL SHALL RUN THE LENGTH OF 2) THE LETTERING SHALL APPEAR ON 3 THE PIPE. SIDES OF THE PIPE AND RUN THE ENTIRE LENGTH OF THE PIPE. 4) LETTERING MUST BE PERMANENTLY IMPREGNATED INTO THE PVC (IT CAN NOT BE STENCILED ONTO THE SURFACE). PVC FORCE MAIN AND GRAVITY LINES NTS TYPICAL METAL PIPE 4" PIPE - B" TAPE IS CENTERED ALONG TOP HALF OF PIPE. / SEWER LINE SEWER LINE 6" - 16' PIPE - 6'TAPE IS PLACED ALONG BOTH SIDES OF 'TOP HALF OF PIPE. Inn l3m75 3Rn N1mii awl +aNas XWER UNE 7CA7R m1t SEWER LINE 20' AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 3Nn ICi+A3i 31mn d3m3i am '13" SEMEA UNE SEMEA LNE r SEWER LIRE SEWN lWE r YW[tt EINC SEWOI fII,C' PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) 12"� SPECIFIED LINE MAX. sEwER WEB 1" sEwEx Lull' � PER PIPE DIAMETER FOR SEWER ONES - TAPE SHALL BE GREEN WITH BLACK LETTERING. FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING, TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE, DUCTILE IRON FORCE MAIN AND GRAVITY LINE WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD MAY 1997 FIG. 108 GROUND LEVEL tB VINYL CONTINUOUS IDENTI- MAx. 36 • FICATION/WARNING TAPE MIN. TYPICAL UTILITY PIPE CAP SLEEVES FOR FUTURE USE ARK WITH PT 2X4 AND BLACK PAINT GROUPID • t - '-�` g �- UNO-R -`. CAP SLEEVES FUTURE MARK WITH PT 2X4 AND BLACK PAINT ?c ryRJ ^N` EX15T1 0� N_ FIRE DEPARIIAEIlz ` - - CONNECTION ` 0 WiTH BACKFLOW 6" WATER MAIN TEE PRECAST WAIL OLE , INFLUENT SEWER (SEE NOTE 3) CONCRETE ENCASEMENT OF VERTICAL PIPE INLET CONNECTION DROP PIPE AS REQUIRED (SEE NOTE 1) 90• BEND -2" STANDARD DROP DETAIL PRECAST MANHOLE WALL COLLAR ENCASED IN PVC OR DIP NON -SHRINK GROUT FLUSH WITH MANHOLE WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER PRECAST MANHOLE WALL STAINLESS STEi PVC OR BAND DIP I STAINLESS STEEL PIPE CLAMP RESILIENT • CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2, THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD MAY 1997 FIG. 201 TROWEL -FINISHED CONCRETE BENCHING CONCRETE BASE SEE MANHOLE CONNECTION O.o_ DETAILS GENERAL NOTES: MANHOLE FRAME & COVER (SEE FIGURE 202) SET COVERS FLUSH IN PAVED AREAS & AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN A. ALL UTILITY PIPE, EITHER PVC OR METAL, SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS UNPAVED AREAS. 2 COURSES OF BRICK (MIN.) TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH � 4 COURSES (MAX.) DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS. 1'-6" MIN. w 1. POTABLE WAFER 3. GRAVITY SEWER " 3'-0MAX. 5" - A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. > INSIDE wA OUTSIDE WALL B. LETTERING: "CAUTION: WATER LINE B. LETTERING:-CAUIION: 5EWER LINE o PRE -PRIMED BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW" OR SIMILAR WORDING. BITUMINOUS EPDXY COATINGS vt p JOINT SURFACES 2. RECLAIMED WATER 4. SEWER FORCE MAIN PER SPECIFICATIONS 4'-0' (SEE NOTE 5) 5" MIN. a ED pRE-PR PRE-MOLDED PLASTIC JOINT SURFAIM JOINT CES SEALER WITH A. COLOR:PVRPLE WfTH WHITE LETTERING. A. COLOR: BROW W N ITH BLACK LETTERING. PROTECTIVE B. LETTERING: "CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE a0 n WRAPPER LINE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMILAR BENCHING PER SPECIFICATIONS --� D o (WRAPPER TO WORDING, WORDING. 1„ BE REMOVED) REINFORCEMENT AND JOINT I-6" - COMPLETED JOINT WITH B. A COLOR -COOED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL DETAIL TO BE DESIGNED BY THE ENGINEER AND I MIN. SQUEEZE -OUT \ SQUEEZE -DUI PRESSURIZED NON-METALLIC MAINS. THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. J_ _� _ 8" MIN. (SEE FIG. 400) APPROVED BY THE 9" CITY. -�8.� IF SECTION 4EIAlL JOINT BEDDING ROCK 2" MIN. CAST -IN -PLACE PRECAST MONOUTHIC UTILITY PIPE IDENTIFICATION/WARNING MATERIALS CONCRETE BASE BASE ~ I (SEWER, POTABLE WATER, AND RECLAIMED WATER) CITY OF SANFORD I MAY 1997 1 FIG. 111 RAISED 1-1/2"-LET- FLUSH WITH TOP OF SANITARY" OR 'STC AS APPLICABLE ALL COVERS IICC "A Q" OR EQUAL. _ LL; �7 SEMINOLE TOWNE CENTER LOOP ROAD 157'-8" PVC SANITARY WYE INVEFt'T SAMPLING MANHOLE �y 1.0% SLOPE MANHOLE ELEV: 39.46 a CO NCREIE RETENTION t RIM: h4.25 .33'-6" PVC RIM�F44 LI +r 0 1.0% SLOPE'IVINZ/ C3lIC=402(6") INV. IN: 4U.18 INV. OUT:40.08 V^";"J - - _ l ra P r+-TErl1 T -- LABEL�LID 27� Sr N_= _....- SAN..._.,..- SAN - SAN !�'-"�' SAN ..,. w SAN V` �yaa' s CLEAN(OUT INV: ..... 22000 GALLON 5=44.6,44. SANITARY ! 24 6" PVC - f �� E, ( INV IN=40.65 MANHOLE 1 0 1.0% SLOPE �1 _ INV OUT=40.4 RIM: INS ALL PVC CONDUITS j 'd` MEET CITY INV. IN: U " STANDARDS INV. OUT: FOR •iRAN�ORMER RELOCATION '� 7 1 I. _ I FOR PRECAST AND FUTURE SERVICE NEEDS r j1�- i " W FOR RETAIL BLDG (I )t UNIT - PROVIDE PULL ,OXES AND CONDUITS CLEArit 'f ALIT 0 ar € II `$ PER POWER it OMPAN'( STANDARDS INV: 15 I r ,r J ]F- r 1 I' 6 PVC O . 1LOPE _ f f C�. ., ..E 1 1 N 1 f LEANOUT r (te-.• "" _ -°-- --'�:, INV: 40.32 INV: 37-I r. OPEN CUT TRENCH 42" WIDE 96 I s.,. fj T- FOR FUTURE WATER SERVICE � SLEEVES FOR RETAIL BLDG �`_ _ _ •.%' ` 16U'-2 POLYETHELINE l� INSTALL (6) 6" PVC _ '' WATER SERVICE SDR 35 cg 3' DEPTH -"-% _ NEW TRANFORMER EXISTING REUSE LOCATION/PAD AS REQUIRED BY TS" RCP - METER& BFP (2') POWER COMPANY EXISTING FIRE REMAINS HYDRANT CAP &REMOVE F.D.C. CLOSE BACK FLOW r - n. EXISTING IN 'i A - LINE 0 BE USED S SLEEVE _^ - IY%Tr,=_T UNDER ROADWAY - _ IN CAP E A FTER BFP I�A- - -r _ a s 15" TT�p �( CLUE BFP VALVES ty'• EXISTING INLET _ - RIM: 43.31 INV: 40_ 16 _- EXISTING--_ 1 - 16' WATER HAIR - PLAN ! ........ RCP - - - EXISTINGU.4 Yri� Y 1 FIRE HYDRANT `, INLET RIM: 4t.r £3 EXISTIN -7.71.3 'P!11 IP•ILET / "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. dUAIV FRAME: USf "227" INLET FRAME: USF '1295" OR EQUAL. ELEVATION STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD I MAY 1997 1 FIG. 202 rn ore -1. uA" r 1 Tutu THICKNESS (INCHES) MATERIAL MANUFACTURER DIAMETER (INCHES) HEIGHT (FEET) 3-6 17--12 13-20 21-25 26-35 48-53 54-57 58-60 61-66 67-72 NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THIRD 24". SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24' OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL. TYPICAL MANHOLE CITY OF SANFORD I MAY 1997 FIG. 200 EXISTING SANITARY SPRINKLER SANITARY ISTING MANHOLE CONTROLLER RIM: 45.00 10GAS LINE EA5UAEr' ��ON BACK OF MANHOLE - ORB 2979, PG 1 � 5 RIM: 45.20 INV. IN: 38.51 WALL TO REMIAN INV: 37.33 1N.V-OLLZ_38_4-1 18'-8" PVC / 7 .:aQ O'7�,ysdSJQPE�a� /;,csa-� ¢as gas_ =6P= •'RS�r- sSS:= s•S�r��'d3e= 2 o SAIL SAN ' 1 c Arl �`►� SAN . � 1 178'-6" PVC - w_-_- ©0.57. SLOPE CL EXISTING BACK t" FLOW PREVEN'IER RI I' � 46.07 IN'�. 41.30 INV:: 40.70 XI11 E �SNG r-LNIFT RIM:40.01 t5".R0p s as 16 WATER MAIN Rip11:40.%3B \ PROVIDE 1.5" ----~'- �- "--- .- ItdV:37.I.2 SOUTH BOUND LANES EXISTi , ---.__ -....,_ SERVICE SADDLE, _,. I di ET\- METER AND --,:7= BFP FROM EXISTING - - _ i _ - 4 - P TOWN CENTER BOULEVARD - iOO' RIGHT OF WAY PAVED NORTH BOUND LANES LL SANITARY CLEANOUTS TO BE OUT -9F--- CONTRACTOR TO REFER TO BUILDING MECHANICAL PLANS FOR POWER,TELEPI-IONE AND CABLE CONDUIT SIZE, LOCATIONS AND REQUIREMENTS THESE CONDUITS ARE TO BE IN OPEN GRASS AREAS WHEREVER POSSIBLE TO MINIMIZE PAVEMENT CROSSINGS. LOCATE EXISTING CONDUIT SERVICES FOR EXrENTION TO NEW BUILDING LOCATIONS. PROVIDE ADDTIONAL CONDUITS AND BOXES FOR RETAIL BLDG 18" x 18" x 6" CONCRETE PAD PROVIDE BRASS RING W/ H4 BAR A f & PLUG IN TRAFFIC AREAS. EACTI SIDE _.--- RISER AS REQ'D j SIZE CLEANOUT 6" DIA. FYP. 45' BEND / 45' BEND (IF TERMINAL C.O.)TO WYE (IF SERVICE CONTINUES) GRAVITY SEWER TRAFFIC BEARING CLEANOUT NTS SQUARE CUT EDGE OF EXISTING TRENCH WIDTH VARIES CROWN TRENCH IN UNPAVED AREAS. (3" MIN.) SQUARE CUT EDGE OF EXISTING TRENCH WIDTH VARIES CROWN TRENCH IN UNPAVED PAVMENT (TYPJ W/ SIZE OF PIPE PAVMENT (TYP.) W/ SIZE OF PIPE AREAS. (3' MIN.) (SEE NOTE 8 FOR OTHER (SEE NOTE 8 FOR OTHER FINISHED GRADE RESTORATION) FINISHED GRADE RESTORATION) 'MIN. jr!i.?' L 2' CONC. 2" MIN. ASPHALTIC CONC. ANGLE MAY VARY m ANGLE MAY VARY- ^ ��\ a o � Q F SEE NOTE 2 z SEE NOTE 2 a m Z X SEE NOTE 4� ZvWi \�, SEE NOTE 4� � 2: PIPE O.D. ", >/ PIPE O.D. 12" (TYPE z w c� TYP 12' () SELECT COMMON o o / / SELECT q % FILL m z / FILCOML u C) o UNDISTURBED -•..._ ✓ EARTH � E. /`/ ° f �/ O 0 Boo o, La �lu (SEE NOTE 3)� "�`-''.. -- PIPE BEDDING o�o S�O+PO BEDDING ROCK a N %>iJ (SEE NOTE 8 & 9) - O 1 v'a r� 198 �1 �� / UNDISTURBED EARTH NOTES: NOTES: 1. I PIPE BEDDING: SELLCT COMMON FILL ' L COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. AASHTO T-180. FLOWABLE FILL. 75-100 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 75-100 P,S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A AFFECTED, BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 3, USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CiTY. 4. (*): 15" MAX. FOR PIPE DIAMETERS LESS THAN 24", AND 24" FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL Q THE OUTSIDE DIAMETER OF THE PIPE. .. 4. O. 15" MAX. FOR PIPE DIAMETER LESS THAN 24', AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF H MANUAL E THE N L FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA 'TRENCH SAFETY ACT. B. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. BE 4' MINIMUM FOR PIPE DIAMETER LESS THAN 13" AND 6" MINIMUM FOR PIPE DAIMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHAU_ GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION. TYPE B BEDDING AND OPEN -CUT DETAIL TYPE A BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD MAY 1997 FIG. 100 1 CITY OF SANFORD MAY 1997 FIG. 101 EXISTING TRENCHDRAIN RIM: 42.22 • r N O_ 1� r � i rl J A El E- EXISTING INLET RIM: 40.00 INV: 36.67 SCHEDULE 40 GALVANIZED PIPE -N AND FITTINGS, OR TYPE K COPPER PIPE AND FITTINGS, OR SCHEDULE SO PVC PIPE AND FITTINGS. CURB DIELEFRIC METER BOX AND LID UNION SET SET 1" TO 2" ABOVE GRADE r- 4" TO 6" ' BALL -I` 12" TO 30" ABOVE VALVES I GRADE III I I I I I I Im __== -= II I I I I I I I I I v REMOVE AND V) it REPLAN( OR REPLACE TREES z TO EXPOSE/LOCATE U a MANHOLE AS NEEDED v a REMOVE AND REPALCE - LIGHT POLE AND BASE a V) AS NEEDED `1A U z LEI 0 Ll' a I w o I �� ua I_ w IX Ld w r ca -L EL BACKFLOW PREVENTER-TYPE AS REQUIRED BY UTILITY DIELEIRIC r- UNION FINISH GRADE CURB STOP (LOCKING TYPE) METER DR9 POLY - PE 3408 SIZED BY METER (MIN 1" ) CORP. STOP DOUBLE STRAP SADDLE NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. C 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. �I HATER MAIN 3. PAINT BFP AND PIPING WITH A PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS FORREST GREEN EXTERIOR ENAMEL. 4. ON NEW INSTALLATIONS, -THE BACKFLOW PREVENTION DEVICE SHALL BE TESTED ACCORDING TO SEM. CO. REQUIREMENTS BEFORE THE METER INSTALLATION CAN BE APPROVED FOR USE. 5. FOR ROADWAY CROSSINGS, ALL POLYETHYLENE SERVICE LINES SHALL BE INSTALLED IN A SCHEDULE 40 PVC SLEEVE. THE SLEEVE SHALL HAVE A NOMINAL DIAMETER OF A MINIMUM OF 1 INCH LARGER 'THAN THE SERVICE UNE DIAMETER, BUT NOT EXCEEDING 4 INCH NOMINAL DIAMETER. THE SLEEVE SHALL EXTEND A MINIMUM OF 12 INCHES. BEYOND THE OUTSIDE EDGE OF THE ROADWAY PAVEMENT AND OR CURBING. SEAL THE ANNULAR SPACE AT THE ENDS OF HE CASING USING A FERNCO TYPE COUOPLINGS WITH STAINLESS STEEL CLAMPS. 6. POLY SERVICE LINE SIZED BY SERVICE CONNECTION (1" MIN.) 3/4", 1)', 1 1 /2" & 2" WATER METER & BACKFLOW PREVENTER COMMERCIAL, INDUSTRIAL, AND MULTI -FAMILY SERVICES w V � N L (D I • W rr W z { v C� Ul U C) < ` I ` \) J U} vi co J 1 !/ �. I I- Lsm 9 �1p00�� W o 0 F � 6tl 0. c zs a-� 0z X Q z ■ \ V U 0 6L z� 1 r 00 �w a r�+ `+1 a_ V �w w� r ¢� V) C� X 0 q Z �. L1jaT 0 2f Lf, J W J _ I f�. zw V) Z ww 0 0'A G.7 V) U w �F �r O '. i CL i, I Q) i-, j v\)I VV ) INFORMATIONAL COPY ONLY, UNLESS MBOSSED WITH REGISTERED ENCINEERS SEAL AIPFIRUVF-D BY B. U 4. L00 U pU©wyi F.E. it Ni 54033 DATE5-26-05 •, PROJECT N0.\FILE NAME c D,,GN 05- 002 - B rH DATE DRWN 04-09-05 SLDD SCALE 1 „-20' CHKD BTH SHEET NU. C.� �] J / OF 10 i• L_ d.5' 6' Future Curb Ard --.., l.. a 8U' R Or As Shown On Plana t•---�---'j * IIIIIL-- ----- -r�^•���' End Of curb Oulror Conalrarlo i'R' ' ----Il N. - r I- I ('� End Of Cub =_= Pao _ A c -1 12 F h, 2, _-_ Exp. joint _� \1 .H/-_Ti' Sld*----J Pt -i"' r"'-f-- ��, D, ! 2,_J+ I Edge W Pa✓R E:Wa Of Part. P� EdVe O7 Hrf, p� Edge 0I Pori. P� I,o. /+ R -i PLAN woos Curb fad wear TYPE E J' J' r of Curb PLAN I'k ") G' -J Top Of CUrD __ f 55 -_ Tj iw 4'.I Top 0I Curb `Tr"-ans.J Tap Of Curb { ? 'i�'I Top Corner r Eunor PILE P16FILI Pf7CFl.E I .IQ, Willer WHer _ _ PRDFf E T std. FLARED ENO STRAIGHT ENO b I -i s" Mln.* FLARED END STRAIGHT END `,:L •P ,� �" �-s" Mho.' CURB AND GUTTER TYPES E & F CURS TYPE A I'--- J'.Oa ----I 2'•0" CURB AND GUTTER ENDINGS SECTION AA TYPE F 2 9arlae CSn Law Sidi Of Pw:mant to s" I'-6' I'•f0' p p.2s Be {'Move CP CI ><rffar. Surfooa -.�-• Slope To Depth 0( SvwwY^j Depth 111 On Nigh Side To Be Flush With LIP Of I * J>t'uax._ 1 3}'Afax. �-•r Or/veway D" Mfn. //, // Jl curb Or Wfb S Ouner. J •2 -7 5' ,tax. O' Min. /„J1 5' NaX. ri' Sid. r 0" min. ( 514 ''Yvrfea ? •�P T } Sld. .A `� 1 6" dllrt.'I ` 0" min. 1-- -6 Mm.* z TYPE E TYPE F 1.--- Flexibly Port, ! 5•.0• Note, To be paid for no parent curb. Ueprh 0I Sawar! SECTION 98 DROP CUR® _$taroiorJ Shoulder Line Applies to both Nph ad low s[IN Of luremanf, paw si4e shorn. --1---J-� Earth Berm I' '�"`6'' '� E�' <_fwVrldnr Pavamant ShOULDER GUTTER Applies to shcul r gulfvr onty whom adlofn/rq lrofl(v Ian ea. �u I ! �I Q r Sawwta should be uIvIled wnhln ratty:Ater and within curb and wilar a dYws CURB AND GUTTER AND TYPE A CURB -I Sid. 9 "I CONTRACTION .POINT IN WRB AND GUTTER ADJACENT TO FLEXIBLE PAVEMENT 6• kiln.* -Jalni 5aa1� Oopin Of 5awwt Oepm rN saswf �'_ SHWLDER GU77ER D.prnof5awwt rJi'Mln. ii JL'Mm• J'•6' / r'Ji'Mln, 1. "-!. Ccnaale onuele Trcn.t Apron Sunfae L-J i j WiYer '� /t7remenf SECTION CC SPovlTled /n The Plus-` I"-9"�2�i CJtI�� p�,amanY 1.LU• VALLEY GUTTER �•e TYPE A TYPED �I P h/nlAd 'Xhon wad on high side oI raudwaye• tAe orwo +lope vl me CI�� TYPE BPrel'orsred Jafnl Filler❑ Wife :full nakh !ho crass slope aI My WJaent poremenr. I M CONTRACTION ANT IN CURB ❑ Applies to both AtO old (ow sldaa of Pwamanl, low aid. shown. The thlckneas of the lip JOIn be 6', Onto" ofMrwtse shown an Plana, EXPANSION JOINT BETWEEN GUTTER p ROWS entire station cu that gutter crasa:lope mshhee -lope of tUVN cENTnAI SLANOfcQYSrRBCTKW ?OR USE OV• { '--j AND CONCRETE PAVEMENT adjuvant circulating roadway pwemenl. TYPE RA I - �,��Q GENERAL NOTES fouls, For we aJJw.nf to vaarely or flexible pW.mvnl. For datafls doplallrq uwpa adfw.N M I/ex161a pvramanL woe dlvgram faint• h par Curb, gvffor old Curb & guitar prvrld. i'• 7 aalrodfo lalnb of 17 canton Ima.i. 1. Expvnslon Joint, pralormed joint /lllar and lofnl soul are rmN/tad beMaen Curb & vurfor crd mtwefo puvemant wdy, as° alWram rlahl. Cotratlo Jolnfa cdJaant to mnarely pavemMI un Izgenrs a'd flat wrras are to CONCRETE CURB AND GUTTER !_?' mooch the pa ementlalnfa, pan non 1010ia(e J I not d ea and A K. with Curb, Same SloPe As e' ASPHALTIC CONCRETE CURB caner and Curb 6 gvflor expansion /cools stalls (avfed M awrdwae with Svollan 14• Adjacent f'd+amanf 54 of she standard opevlffcoflos. Jolnf Sool 6" L•3_.I T" Y - i'R_ "'i /Jalnt So°I P. Ends of Cwbr Typos a Old D $hall Irmslflon from full M I'm hel'uhis In J'. i'R-. Ilff I joint Saul -{T 4' min., v,-�`Or I* Holes tP j•"ax.'-� '(.Z • I ` IIA16 OF FLOMIA OEPAni M'-NT OF IAAH S]OR TAIION Poll. Exp. Joln1 Anil J-I i^ Corunle Pwemant J i'EXP `Jalnt Ord \-Coma, Putt. J• _ 1r-•- Frill Joint Filler P,aformod Joint Fiiler - -" `i'Ex, Joint A,d ` CURB & CURB AND GUTTER Prot= Jo Mt Filler da holm i'Plloh Optional ld' Laa7 .-._,�- For details depicting UAve adJaenl /o TYPE B TYPED (Two Per Glafd flexible pwonont, see 014 fight. 9 ox. \R.2+� TYPE A Cost Or Rubbed g„ „ o.u. AaP"alto a/ (J� Nola, For we ailment to eofsrefe or flexible psvau 1, oerarele shown. £Xpvnslo Icon/, pre/ormvd CONCRETE BUMPER GUARD e•, a•.. ar �_- Jolnt filter and joint awl are rgwrr°J between Curb. and Porroraf. 1 1.0 t only, sea dlog- right. . er "°4i1 "' �^ 300 CONCRETE CURB ...oar x.�•, Iorl � s�2'.{ 2,J5 Dana Ponam Stall as In•Lfnv � 1 �� / Wfm Olrnatlon Of Tfavel Edge Of oel.oluble Wamlrq •� --.� ' ' 'i(/ } ^� N I -� U Ch ate' I - O I d CVmv I 0.2r 1(V'14 /(San DaMll) -{ ,v,I/ �(nregn$I Dome (Sol 01 - - --O O O O O O rRilNcareD COME O O O O PLAN VIEW Wil Oft File RUIA Curb omp And n heffiStall n DtlIl Ofirrovel24 IlHall lrN;l a9 (610 min) P(OmxTlidd Bak OfThelCurb.th CURB RAMP DETECTABLE WARNING _'� /Hoe/i�� \ ! \v{e• `NASA Try/C/ 4 bus A/Cr"•TY , -`L` -= T° oo/aavy'tiX'$ytyr` o q\ yT�.� /a+r/pro/xka .�'i,•ii"•\ ev - s Rack DI Sidawolk For BACK OF 510EWALKCUR: ql 1 �'' .:. OR BUFFER 'R."".-{ Algnment Vortaffor And For RAMP AND SIVE'XAX CURB OPTIONS Sea Sheol 4. 01,11F Jolnfa On Curb l E'MIn. Full- - - l'1S Height Curb lie o! When C,osawo11 Markings Are - RaWlred, Ramp Rona Nwr Fall Within Craaawrolk Limlf° And Parallel With The Preleoted m Crosawalk Alignment o Crcvswilk widths and mntbgu /on wryl rruat anform to Index No. /lJf4 and l/Jf6. 2'Mln. Full Height Curb Turnwt Or fly Strip vol. Street LINEAR SIDEWALK RAMPS Note, A portion of one or loth ramps may extend oulslda the return. TYPICAL PSAcu�ERETURNSBR T RD GENERAL NOTES I. Public - waldalde wnflfrclow Vrrobalrate•J Puedeslrlan circuhllon phaitluf aapafea/fhies; wa as. M.iefmend Unit. In me pub!!o r/7M of ''am' M °ssfMe pedashfon roots: o adJaenl soles. Curbed fallflfea 'wl7h sldrwalks and 1lwe w1MI$ lldewalks are h hwa Curb rolrlps mn.efruafad at elf street In/anecnona old zf humcufs f7xn fwa Curbed nfurru. Porrlal Curb rehfrnr shoot vxt.rd M the limo/ pe>xlbrJ bf lodes Na. FS to udlrl fe Curb ramps. RvnWa wlslrLclod al lawffus 'wll/cut sldewlks short hcre v hdlrq wwfrwred of the top us, ash rwp. sae Shoot 5. Ions. 2. rho location oho orientation of Curb rue,ruestall W us riawn !n IN p J. Curb rang run alopuv vY vnreafrvinod -Ilea Jiall ref W rrSteep r tt 11 12 ad Gross stage efalI be Me or /loner. Trms11110 ahpes aims nal ba sle:par t/m / e /2. 'NAen alterinnpp exisiing pedaslrlon Iwillll:a of, eXltllrq sofa darylo,Ananl prrhdes the amarnachf/on of a ramp slope of 1, 12. a J v Zrq aloes between f , l2 n d f r 0 lJ permitted for a rise of 6• maxlarav and a rvwrlrq alape of barwern 1, A and 11d fr alvpt!ansorbs rise fully met, the aafl cross Slept soots sfa//FR ltrvv(It for rasa sofas whore Rare runnrng slope is of r-Wtfed to Sxcewd Win /argM, yxxpf of ih. Plans ZOOfy a greeter langfh, f. !f a curb rare !s lasted wAare Pedesfrlans aaai walk aaa$3 fa rare, fan Ind talk shall have ,ranslrlon slopes fo the rang, fha ,' x- .m -tope of fh. Irowltlmd mall W l,hz Ramps w!m Curb raNrrs nut N wad at /umi/oa whNe ofMr /wProramenta polite 7aldoice away frothat m al portion of For linter �nw Pedestrian lrall(c. deXvla, Inpweman7a for galdorae an 5. Curb lama dafacdubly warnfnV surla:a sAa/l exland the full rldth of the reap Ord In she t ed All cons rLct dlroollon oI )rave! 2f' from lAe kek of Curb. Delecla5ls sarn'M $VAP.OJ aha A fry toxfOrlrq o lrvlaa7od dome palfem In oanforaanaa with V.S. Departa>enf of hxtk. A.D.A. ubololf J.fa` us arTA. rarultlonleslopea a. "I IQ hwewid!-hcic'a!e°!l�nmear:tla, f.29.e.(detoll shown vo 6. v. Unless otberwlse rafted out In the plans. the (w dafecfabJe wvnfrq swlae :lull be colored in moordcnce with Stench 351 of the Sta-A N SpeGf/wt(as• T. Where a Curb ml Is oautrwlad within existing Curb. Curb ad Wner and/ar sfd°wnik. fha axlsflnnyy Curb or Curb and yvtfrf shalt lA tenured to fM nnresl /clot VaYmd the Curb translf(ors ar to fha extent ttal no rertalnhq sedlon a/ curb or Curb ad Tuner fa lass thcn 5 Iolq• TAe ex/atinp aidr:.olk shoo! 6e nmwe•J to the nnnat /clot W;Lrd the Iransli on sap. or tvai around or to Ind extent Ilaf no r-malnnrq :::flan of At I.afA is lass than 5'lofq. d. Alp/a-nlmarlo Identif/mflons oft !a Ie/enrxn (D(a'Sa. Perfdfs, eto.l. 9. Public sidewalk curb NWI are to bs Paid for w /ct,,t Ramw, revowlnotod sidesalAs, walk arovrrd aldawalkt. sldeWalk hrdlrga ad sidewalk 7 Curb 1rof flow lard eanatrudediwrtn orephs be PaldllarQlarrie thecontract Thick), ualo. ton the parent curb, 0.. CVrb coax. (Type -), LF or curb and Ouner com., (nit,TYPe p-o ). LF. �ft� afhile%va ldewa/k III tlappravfd in he atau M Olaf raaava c+ud dlrpwo�+ol theser' to as shall Le lnc/Wed /n the vonfroct calf price !w now curb. Curb and goner ari/or s/dowalk respectively. OESiGN NOTES 1. The color reWlrement In Gane,ol Hcfe 6 is M pwlda a Park•m•Il7M "Al trust beMaen the detato6l. warning .wr1, end she od1aen1 walklnp $arfaa. Where adla:nf wg,Alnq surfaces era alored or are cOnalneld with s@en/ale other ttm afand°rd Claw I Pori/md Camenf Concret. !n awrdanca w!m Secflan 522 of t. Sfu card Spea//!mums, the plow moat pruvfda for defeotab/a wam!!q wrfoc. colors or Martel, Iha/Prwlde IAe nxeaaw wnnwt, either dark-OD•(lghf Of 1101-o•dGrk, F e Jt LR w LLJ _r :1$ 2S w� ~ - �� 1�A e w >c � .1 A8 8 _8 ask T- 0 L`r a�i a 4 ° 6 ,t R III mh8 Io { o `I $ a gR d a'I 8ti aZ $ a- N � _8 1 I Rw _ I IJ o`Sa �$ I ( t4;% $� $ C 1 V a q tu C Q (Vf}3�i 6 `$ Z `p _ `4 ..LL zggFd �1 13 ILI ;l ll1 ga` ;G mt't ti •y P U4Q N zzl a rrI G eoza „ a, P. g v_ � V ,U ewe $S a Ij�4t b- {{� jl y v, Q xti W U m o d �3 �41� olloo od OD o0 O00 o. � � :.•••••+�]]pappp ���w�41 O�pq ~ 2 d e 4 ul$ 7 tatuu / �I, I � 3 31 �i y 4J �L �w ef3,- 7 ell, of PIP. -1 YT PLAN PLAN a 5 a' f i PLAN PLAN r- h i'' " °' a a { T Si, s••s• Si• I Q P•P 'I b'•r' "I �,,P}'I j soft 1 T i �- 10-sf '°+1 sit h e• ch { 6Ya van 1 -- . -T f`�-2-'llf ,,� 1 sr. Index M \ i Cara 0 l- • ! sri mdalli dx ' E,. eon f We s.. rasa Px cr. 4• :sit. rats z r d b T- ` of Bars a I -i rtrrr. b e' cY. { •f awe le• ttr+. al r { � _ I SECTION L T -•-T a T TYPE C SECTION SECTION SECTION Ifaom+eanda IAu/aexa rvrH sn., TYPED TYPE E TYPE H Y-0' well m' PIPS R,wm:wfdd goxraut P" 51ra, ReoaerneMd Waxiean Pip. Slta, Rxaiarrdd 14,4.n PIN Sln, GENERAL NOTES 31•1' wan ef' PIP. fha• whom m la' pops J'-o' Wdh2f• Pope onto tl C•0' wall f J'•!' r.11•Pf' PIN J'4' wa/l-ef• PIPe r'-a' wall-1.66' PfPa 1. Thwe Miele a-e SulfcA'e IN &,We frvfl/a as a. N t. wad In dr�ia, arodlurw as 4'-1' wall•%' P/p. s'-6' Well PIP. e-JO' PIP. to crew a.1,", tv l.a�gmnl IrM1la bad/rp, r.,r as svf ro a PA,o.d /n craw a,dJovl INLETS N onY .Cur whorl Cuts. This Intel q w P "+d /n aw auW.vl ro ox.alaxl pdsnrlan fMlb each Is ASOasl aeaa ors Poracan/ anw rh.n PdId lass cm -IA aruxd It. 01.1. L !nl.fa nd/ea N Nnlmol dNr/a Nwld M aauirurrd rill Aelate. wl r dal a paad.m oars mount M m.alrucld +Im egfa. 5loifd !nlal� kaXd r/Ihln ravd+vr f 5' eL. Toast-fr ant sees Ificul a to rots aa/a pdMr/me Nell f $f fnA•sraSN Iota. i� d I rhor b a on acd/r/wflon la rvr adgrhW. Ia ml.f Try. N. Srota xvy be urwlrwl.d _ �7 ����iiii}hhh�-- --�iii FFFF e• FNN•"" I a'-°• z ' al.rrMr or Moro ones. aAuwr, m PAW+. v I �rill� - cAsr MIX CRATE AOr T - Pi t-- y �'-y J. sf".1 oust« N a �...d m all ml.la rMr. ac7ar, harrro la mtblPvld. Steel p,afw �• jl F P • PEPor/TreD QY INIEr mPE o I • �1 1 w. ro P. wa M all ml.I. rim frar.rabl. Nato. Etnwr war I- ar Neal r,al.a m y he T I t T Tom' Cud 0 Inlele +Ilh d slap when bhbd. Nsffl. is .1 antk1pOf,4. Eimer wsf /rm or N.el stale- nary be w.d m ail (nlste w/M nai-haveraaele all 5te/M to Ind atlaof/a, deaalbd -Mon. +ban Altorl 0 ar•t• f. Apaon/d In fM PAsw, ItZI me N rflwbr 1-1 a/vr., "T lal dippd WAvn71d altar laNkvl/m, or Ina w+f Ira. pal. way ba Cud. colas: /A. Ws, pI- a !µset. ff.Pu/ype. f. Nemmnndd sax(. PIP. shad ih°m Or, for -St. PIP.. Sri. far Other Iryea al PIP...W be IfIel for fit. 5. AII.&..d a nsrs Cud • Ws It ool ors h m opal F- " HALF SECTION CAST IRON GRATES rot Pas"led f r b. Cud r rotate .Nfevl trot, nd tram TYPE E TYPE H ..bh Wiry ohm wood for /n iM PNw, hrl raFrnd m all hwrreob/e Nol lnl.b. ewf ro TYPE C A.w,ex. relyM ,� Rie. Appax, wdp'd Iuwv llr, to AmAdd in wnhwf snit aloe for Inlet$. OIIIH71.a News r. for mronIan. ash'. Approx. Weight 2J5 flu. I. In IrrfrqN(old fa ai. µr For _ III. ck " Sod ovmd a,. 'TRAYRSABLE Swr lNCf5 IPMT(ALI FOR e151710 NUTS'.CAST IRON GRATES o'cra. nan Y_f;� J'•ztII J'•PI(• _ e. swdrrp N h. Cud °, an Inlefa War twrtd m part alas. ua peld for �.,dar col i3 Eµa7 $pacw^li la ep tll Spocae 101 Inlet pa,"I l coif Prla for SOMOV, V. IS 51rar r I E ant ear �,-5. P Ga-eaal,y a Fnd-aerlrp 9. fa.ffI0_tay dalel/. Se. W. NO. In. I I T« \ f 1 iz OrATE OF FLONIOA UEPARfMENT OF TKANOPORT/ DITCH BOTTOM INLETS TYPE C TYPE D TYPE E z �, Li� bd TYPE H TYPES C D E& H 5,wtphr,w z'x • srrn/px Vera E•ai srr.ye a.=a P•x i' srrvlr a r°v eu4. }•x i' I r fleflw/Ina ^cra f 'x NaNallne hors I}'a }• &1AWInr eat 1} x }' ewau E'a}• i' jj Relkvllns Bra I x .. - OpHa P'x A Lrr/Ar 9J Lt.. Bsalr Bee 2'ti' n.m.. a,i• App rave. By APlarex. W.Ipht.O4 tb. ATrrw• warptl fA to,. q i• NOTICE, Steel Oralva Ara Reguned Cn Inlets Wlih lro,•:f.xbla Slofa AM ,k, Inle/J wAvre alsyvfe rrv/Ifo la AnNolpofed. A;pG T°hl Al SO Lux " , , STEEL GRATES an.o .dry, ,wA a 0e 16r s° 2 tJAj Ey. Con So* Irdox BOI - - FEE PLAN a I ' 'a 4•,D• L ^^ Tal Edges To Rcdlus�¶¶¶�. I I oi a m a y X a n. a I o Is �! coastEEcre°1 •4 Dana Uu IE '(rp._ -. ___ Ill SECTION BB i'Noh h Peradnrl [At The Option Of TM T MarAAachrf,(tr I ��• ' \II�LJXJxgt r(yyf�r�I�yiy�s'TT� Li. A L n � A PLAN B -J I II DeckNq 41.6�Lill •h T IEdges To �' Ratfw^"- r r ! _ 44 By u 12' fn. a I I I}I' I II II -e--itt r��� i►���il� �!?i�r�il 1 ire• ��ilirl7i�►o�ii ►1a�r� ► �r'ii'�ir'I f a. e SECCTiON CC - SECTION DD SECTION AA "f Bars a /2' CNa• SECTiM BB a+ L!e Cy S°fd eI Inle TYPE G GENERAL NOTES ❑ 1. These Inlets ore daa/gned for we In ditches, madlona, pavement areas. or other sow sublevf to howl wheal load$, m!nlfnol debris atd Dlgale frafllo. Thor Inlet mry La Platt In L - D C- ( ❑ 'Far falfaul/ q Ptupwes Only Sod crew sob act fo oawloml pedeafrlan f a!!fo Act w Iad<cnyad aWromanf:raw 'shore pedestrians can walk around STEEL GRATE Side/Grating, Straight Bars J"A i' Rollculfne Ban 2"x PE I l •6 \ Sad SOD ONLY J' CmGrele Paremanf PAVT. AHD SOD Nafea, r. Povemant Cud/or sad to be wad oN wham wllod for In the Ploa. 2. Cast al lwrinp to he lncAAed In ws10l (n/af. PAVEMENT AND SODDING Intel. 2. 'XAan aNarrwte 0 g,aly Is apaolllad /n plans, tft prate U to Ca hot dipped V41N n(ivd alter fabr/arllm. J. These Inlefa moY oa wed wlfh All. a sfruolufe tolfuw, lydox 2C0. The Inlet and bolton avr�blaticw era to be pnfd !ar sfdo, the central unl! Palc'e far Inlele (DT But) (Type F(or D J) 0&1, Depth), CO. f. For :applemOtal details (Typo F only), jai ImIA W. r• (n L cam. f.. r Il; (\ F � U W V) W w r a fj z U z F -- U N F0- _\ .... I W ry� W hl �'1 Ln/� Y/ ' rJ 0. E O [L' U L N ffi � T • w 11I�\1I j F.�. b/ oU z V •`V�/ Gj I O V Q W CO �w x lJ I � �o I I 41 X 0 M Z Q V� - �1 f � �w w� ❑a ^o^ W � W �0 ON W :3 WcIf V) 0 SW F- INFORMATIONAL COPY ONLY, UNLESS OSSED WITH REGISTERED ENGINEERS APPROVF-D BY LSu a U WL4,3a P n a 6W�033 r. /11 r DATE PROJECT NO.\FILE NAME DSGN 05-002 BTH DATE DRWN 04--09-05 SLDD SCALE CNKD N T-D B TH SHEET NO. � 8 Or 10 iI ■ 'i f' 'i 2"x4"x36" WOOD STAKES (3 REQUIRED, EQUALLY SPACED) 2-STRAND TWISTED #12 GLACE ANNEALED GALVANIZED WIRE REINFORCED BLACK GARDEN HOSE ROOT BALL TREE PI r AGRIFORM FER'IILJZER TABLETS FREE STAKING DETAIL 1 2-STRAND TWISTED #12 GUAGE REINFORCED DLACK GARDEN HOSE ANNEALED GALVANIZED WIRE WITH GALVANIZED STEEL TURNBUCKLE 45 45 WHITE SURVEY TAPE SECURELY FASTENED 6" SAUCER AGRIFORM FERTIUZER TABLETS FINISH GRADE X i�, _ ��II III�II� �, II�III II= — •� I it - PLANTING SOIL MIXTURE 1- ^ �1= REMOVE BURLAP FROM TOP I I' f �I �� I` I I I �I I . I .mp 1/3 OF ROOT BALL III-^ EXISRNO 5UBSVIL iii iTI iTI—TIT — WELL TAMPERED BENEATH ROOIBALL TREE PLANTING DETAIL COMPACTED P 'r0 PREVENT ' SHRUB PLANTING DETAIL POLY —PIPE TO f— BUBBLER UNDER PVC TEE SXSXT MULCH ON ROOT OR ELBOW - BALL LATERAL LINE THREAD TO j POLY —PIPE ADAPTER (2 EA.) NOTE : INSTALL. BUBBLER ON TREE BALL. TREE BURBLER INSTALLATION SCALE: N.-r.5. WALL OR STRUCTURE SPRINKLER NOZZLE 12" MIN_ SPRAY HEAD TWO STAINLESS STEEL HOSE CLAMPS INSTALL HEAD TO MATCH - SURROUNDING PLANT MATERIAL. SEE PLANT LIST SPECIFICATIONS. PVC SCH. 40 RISER-1/2" ON SPRAYS AND 3/4" ON ROTORS PAINTED BLACK MULCH SEE DETAIL BELOW �LATERAL PVC SCH. 80 ELBOW LINE 1 "XI " STEEL ' L' ANGLE 24" DEPTH TWO STREET ELLS PVC TEE W/THREADED REDUCED CONNECTION. PVC SCH. 80 NIPPLE (POSITION RISER AT A 45 DEGREE ANGLE, 3/4" DIA. X MAX. 18" LENGTH 12" POP-UP SPRAY HEAD ON RISER SCALE: N.T.S. �TIUZER GRADE x SUB SOIL EXISTING Qv P) I OF 5 Cvr-.6 ----- Rl/ OCAT ED EXISTING EXISTING Qv QV (TYP) I OF 5 (TYP) EXISTING vs (TYP) I ;lJ A 30 ����� EXISTING Z--- ` _ - - - ALL VALVE BOXES SHALL BE MARKED WITH THE ZONE NUMBER AS PER INSTRUCTIONS BY THE LANDSCAPE ARCHITECT. VALVE BOX FINISHED GRADE 6" MIN. 3M DBY CONNECTORS 24" MAX. EXPANSION COIL �— ELECTRIC VALVE 45 (W/PR. REG.) 45 b 6" GRAVEL TEE TO LATERAL LINE BASE MAINLINE n PLACE CONTROL WIRES UNDER PIPING, WHERE POSSIBLE. VALVE INSTALLATION SCALE: N.T.S. p Fv-/A i j4 C• RE 7.�A/l_ LD _rr.__ 5 RI x ED SEMINOLE TOWNE CENTER LOOP ROAD EXISTING 9 IA LI GGr1GFeETE rt rENnGr' Wo (TYP) WOOD RE.�J._ I Q 0 1 Ir I� Y y .J Cr_ ry l 84 (r) RR — w. R 450 TA Q r0 TER I2 RR 14`-� ND ....-- I /2 �. <\ R R 60 PM EXISTING —(TYP) / (TYP) EXISTING VS (TYP) O CY _ LL EXIS FI G IRRIGATI❑N <� r --C❑NTR❑LER ON BACK OF WALL _ _ . _..... I TO REMAIN `EXI TINT ------ �' t `. 3 ' I J 50 r EXISTING --- — �. RI LJ Q �1 Q (TYP) if _a I f;� -- I ,•- -, 150— r .j 1 TA 3—__.._.._. -- �` EXISTING SANI rARY MANHOLE RIM: 45.20 .f INV. 37.33 f ��_ �'L-...ice �ti.�...-m�-�VTa 1'S�,�•r-y-�--`_},� �'.` y - .i`, -.,. L� 225 TA CA £— I e 225 , ^ t 't CA =� I TA �_ •? � 0 3 DSFl RO<,' (3)H❑❑TERSr`"LED" PALMS <1 > 00 i {U R I4— i uG__ EXISTING SP (TYP) EXISTING EXISTING (TYP) vs IA (TYP) SOUTH BOUND LANES (TYP) ............... _ TOWN„ CENTER BOULEVARD ...._.__. ......._.. - _ 100' RIGHT OF WAY - PAVED i NORTTI NORTH BOUND LANES 0 30 60 ALL SOD TO BE ST AUGUSTINE FLORITAN AND INSTALLED IN ALL AREAS LEFT WITHOUT PLANTING ALL EXISTING TREES TO BE TRIMED FOR OPENING EXISTING REMAIN 14 68 10 510 EXISTING MOVED 5 (6" OAKS) PLANT LIST GENERAL LANDSCAPE NOTES QTY. SYM. BOTANICAL NAME COMMON NAME SIZE 1 Al I PLANTS TO Br FLORIDA NO 1 OR BETTER AS OUTLINED UNDER 'GRADES AND STANDARDS FOR NURSERY PLANTS, PART I, 1963 AND PART II, STATE OF FLORIDA NEW TREES DEPARTMENT OF AGRICULTURE, TALLAHASSEE, FLORIDA, AND ANY AMENDMENTS THERETO. 2. ALL TREES AND PLANT MATERIAL SHALL BE PLAN -FED IN ACCORDANCE WITH THE 5 QV OUERCUS VIRGINIANA LIVE OAK 2.5" CAL.; 10' SPECIFICATIONS DESCRIBED IN THE STATE DEPARTMENT OF AGRICULTURE AND CONSUMER "TREE SERVICES, DIVISION OF FORESTRY, PROTECTION MANUAL FOR BUILDERS AND 1 IA ULMUS PARVIFOLIA DRAKE ELM 1.5"CAL.; 8'-10' DEVELOPERS", OCTOBER, 1980. 9 LI LAGERSTROEMIA INDICA CRAPE MYRTLE 1.5"CAL.;B'-10' 3. THE LANDSCAPE CONTRACTOR 9 SIP SABAL PALMETTO SABAL PALM 12' TO 17' HT SHALL BE RESPONSIBLE FOR ALL MATERIALS AND ALL WORK AS CALLED FOR ON THE LANDSCAPE PLANS. THE LIST OF PLANT QUANTITIES ACCOMPANYING THE PLANS SHALL BE USED AS A GUIDE ONLY. IF A VARIATION OCCURS BETWEEN THE PLANS AND THE PLANT LIST, THE PLANS SHALL CONTROL. 4• ALL TREES, SHRUBS AND GROUND COVERS SHALL BE PLANTED USING A SOIL MIXTURE SHRUBS PREPARED ACCORDINGLY (2/3 EXISTING SOIL, -1/3 PEAT). 5• THE LANDSCAPE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAINAGE IN ALL 225 RI RAPHIOLEPIS INDICA INDIAN HAWTHORN 3 GALLON; 30" OC PLANT BEDS AND PLANTERS. VERTICAL DRILLING THROUGH ANY COMPACTED FILL TO 90 VS SANDANKWA VIBURNUM VIBURNUM SUSPENSIJM 3 GALLON; 30" OC NATIVE SOIL SHALL BE ACCOMPLISHED TO AID DRAINAGE. 60 PM PODOCARPUS MACROPHYLLU S PODOCARPU S 7 GALLON; 30" OC 6. ALL PLANT BEDS AND "FREE WATERING BASINS SHALL BE TOP DRESSED WITH THREE 108 RR RHODODENDRON "RED RUFFLE" RED RUFFLE AZALEA 3 GALLON INCHES (Y) OF SHREDDED PINE BARK. 1050 TA TRACHELOSPERMUM ASIATICUM MINIMA JASMINE 4" POTS; 12" OA 7. NO TREES SHALL BE PLANTED CLOSER THAN 3 FEET (3') FROM THE EDGE OF PAVEMENT 9 CA CRINUM AVGUSTUM CRINUM LILY "QUEEN EMMA" 7 GALLON TO ALLOW ADEQUATE TREE TRUNK PROTECTION . 19 ND NANDINA DOMESTICA HEAVENLY BAMBOO 7 GALLON 8. LANDSCAPE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR STABILITY AND PLUMB CONDITION OF ALL TREES AND SHALL BE LEGALLY LIABLE FOR ANY DAMAGE CAUSED BY THE INSTABILITY OF ANY PLANT MATERIAL. 9. ALL LAWN AREAS TO RECEIVE SOD SHALL BE DISKED FOUR(4) TO SIX(6) INCHES AND DRAGGED TO ESTABLISH A LEVEL FINISH GRADE. ALL DEBRIS TO BE REMOVED FROM THE SITE. 10. SOD SHALL BE FREE OF WEEDS AND PESTS. IT SHALL BE LAID EVENLY AND ROLLED, WITH TIGHT FITTING JOINTS. THE SOD SHALL CONTAIN MOIST SOIL WHICH DOES NOT FALL TREES BY HOOTERS APART OR TEAR WHEN LIFTED. ALL AREAS NOT PAVED OR OTHERWISE LANDSCAPED 3 LED NA HOOTERS LED PALMS IMITATION TREES SUPPLIED BY HOOTERS SHALL BE SODDED. SOD SHALL BE ARGENTINE BAHIA OR EQUAL. ALL LANDSCAPE AREAS TO BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND SYSTEM, WITH 100% COVER AGE,BACKFLOW PREVENTOR,& RAIN SENSOR DEVICE. DIRECT SPRAY HEADS AWAY FROM ANY NATURAL AREAS AND PAVED SURFACES. 12. THE TREE CALIPER OF ALL TREES SPECIFIED ON THE PLANT LIST SHALL BE AT LEAST TWO & ONE HALF (2.5) INCHES IN DIAMETER WHEN MEASURED AT SIX (6) INCHES ABOVE GRADE, r m � [A 4 w d � U Ca z U ix Y O a Z LK 71 )L 7 U Ld z z LU tdi x 0 G o I �) I o L v1 z L d (y vi L a W io' a c: c-) � rw T 0 �d � L +s4/'�uj 0a Mohr" �J V zz v i a W Z J 1 r LLJW 1 0 V) !LV) X ��.J �_ ��' aF -- ~F_ 0 X W� r r. z �` Gil �✓ d v) co 0 W (L o L �. Ld UJ z - Ww Ow O v) oZ) n� Wd F t <�E tj C) �_ J n Cj 4\ n C� c !C o I� , cy) INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH REGISTERED ENGINEERS SEAL APPROVED BY B. TO DD o--IIU103 NNl, P. NO. 54033 DATE 5-26-05 PROJECT NO.\FILE NAME 05-002 DSGN BTH DATE 04-09--05 DRWN SLDD SCALE 1" — 30' GHKD BTI-I SHEET N0. � (--� OF 10 J PART 1 — GENERAL DESCRIPTION FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TOOLS, AND TRANSPORTATION, UNLESS OTHERWISE SPECIFIED, NECESSARY TO PROVIDE AN AUTOMATIC IRRIGATION SYSTEM FOR LANDSCAPE PLANT MATERIALS AND TURF AND MULCH AREAS. APPLICABLE STANDARDS AMERICAN SOCIETY OF AGRICULTURAL ENGINEERS S376.1, "DESIGN, INSTALLATION AND PERFORMANCE OF UNDERGROUND, THERMOPLASTIC IRRIGATION PIPELINES," ASTM D2774, "UNDERGROUND INSTALLATION OF "THERMOPLASTIC PRESSURE PIPING." ASTM D1785, POLY (VINYL CHLORIDE) (PVC) PLASTIC PIPE, SCHEDULES 40, 80, AND 120. ASTM D2241 POLY (VINYL CHLORIDE) (PVC) PLASTIC PIPE (SDR-PR). SUBSTITUTIONS WHEREVER BRAND NAMES ARE USED IN THESE SPECIFICATIONS, USE ONLY THE BRAND SPECIFIED. MAKE NO SUBSTITUTIONS AS A PART OF THIS BID PACKAGE. PART 2 — MATERIALS PIPE FURNISH ALL UNDERGROUND PIPING AS PVC EXCEPT FOR THE FLEXIBLE POLYETHYLENE (POLY PIPE) PIPING THAT IS 'TO BE USED BETWEEN THE LATERALS AND SPRINKLER HEADS. ALL PVC PIPE SHALL BE CL 200 (SDR 21) PVC. INSTALL ALL UNDERGROUND PIPE AS PVC CL 200 OR BETTER. SLEEVE ALL PIPING UNDER PAVEMENT AND SIDEWALKS IN PVC SLEEVES. SIZE EACH SLEEVE AT LEAST TWICE (2X) THE SIZE OF THE PIPE BEING ROUTED THROUGH IT. INSTALL EACH CONTROL WIRE SLEEVE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES BEING ROUTED THROUGH IT UNDER THE AREA SPECIFIED, CONSULT WITH THE OWNER OR OWNER'S REPRESENTATIVE FOR THE LOCATION, DEPTH, NUMBER AND SIZE OF ANY AVAILABLE EXISTING SLEEVES. INSTALL ALL ABOVE GROUND PIPE AS D.I.P. OR GALVANIZED PIPE. FURNISH FLEXIBLE POLYETHYLENE PIPE (POLY PIPE) AS VIRGIN POLYETHYLENE PIPE WITH A MINIMUM OF 5/8" INSIDE DIAMETER IN INDIVIDUAL LENGTHS OF AT LEAST 22" PER PIECE IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. PIPE FITTINGS FOR MAIN LINE PVC PIPE FITTINGS, USE SCHEDULE 80 FITTINGS WITH THREADED OUTLETS FOR CONNECTIONS TO THE REMOTE CONTROL VALVES. FOR PVC ZONE PIPE, USE SCHEDULE 40, SOLVENT WELD FITTINGS, MANUFACTURED FROM PVC 12454-B COMPOUND AND TESTED IN ACCORDANCE WITH ASTM D2466, EXCEPT FOR THREADED FITTINGS. FOR THREADED APPLICATIONS, USE SCHEDULE 80 FITTINGS MANUFACTURED FROM PVC 12454- B COMPOUND AND TESTED IN ACCORDANCE WITH ASTM D2467. CONNECT ALL "POLY PIPE" AND RISER ASSEMBLIES TO THE IRRIGATION PIPELINE WITH A SCHEDULE 80 TEE, AS DESCRIBED ABOVE. DO NOT USE MALE ADAPTERS FOR ANY APPLICATIONS, INSTEAD, USE ONE HALF OF A SCHEDULE 80 NIPPLE GLUED INTO A SCHEDULE 40 COUPLER. CONNECT ALL PVC PIPING TO GALVANIZED PIPING USING ONE HALF OF A PVC SCHEDULE 80 MALE ADAPTER GLUED INTO A PVC SCHEDULE 40 COUPLER. SOLVENT CEMENT AND PRIMER USE A MEDIUM OR HEAVY BODY GRAY SOLVENT CEMENT MANUFACTURED IN ACCORDANCE WITH ASTM D2564 AND PRIMER MANUFACTURED IN ACCORDANCE WITH ASTM F656. SPRINKLERS USE RAINBIRD 1806 SERIES 6" POP-UP SPRINKLERS WITH APPROPRIATE NOZZLES AND SCREENS FOR ALL TURF SPRAY HEAD APPLICATIONS. USE RAINBIRD 1812 SERIES 12" POP-UP SPRINKLERS WITH APPROPRIATE NOZZLES AND SCREENS FOR ALL SHRUB SPRAY HEAD APPLICATIONS. ELECTRIC VALVES USE RAINBIRD PGA SERIES ELECTRIC VALVES FOR ALL APPLICATIONS. CONTROLLER USE A RAINBIRD ESP-8MC SERIES CONTROLLER FOR THIS SYSTEM. WIRE USE U.F. WIRE APPROVED FOR DIRECT BURIAL UNDERGROUND FOR ALL 24 VAC APPLICATIONS. USE RED #14 AWG WIRE FOR ALL VALVE POWER WIRES. USE WHITE #12 AWG WIRE FOR ALL VALVE COMMON WIRES. USE BLACK #14 AWG WIRE FOR ALL SPARE WIRES. VALVE BOXES USE AMETEK JUMBO (12 X 18") VALVE BOXES FOR ALL APPLICATIONS. WATER SUPPLY CONNECT TO THE KINE BETWEEN THE METER AND BUILDING BACKFLOW PREVENTER FOR THE WATER SOURCE FOR THISA PROJECT. ASSURE THAT 18 GPM (9 45 PSI IS AVAILABLE AT THE POINT OF CONNECTION AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT BEFORE COMMENCING WITH THE INSTALLATION. USE DBY SPLICE KITS FOR ALL UNDERGROUND WIRE SPLICING APPLICATIONS MATERIAL QUANTITIES VERIFY ALL MATERIAL QUANTITIES BEFORE BIDDING. TESTING MATERIALS PROVIDE ALL MATERIALS NECESSARY FOR THE TESTING OF THE SYSTEM, INCLUDING PUMPS, GENERATORS, HOSES, PIPING, FITTINGS, ETC. ASSURE THAT ALL ITEMS FOR TESTING ARE IN A SAFE AND ACCEPTABLE OPERATING CONDITION. PART 3 — EXECUTION A. GENERAL INSTALL PVC PIPE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. REVIEW CONSTRUCTION PLANS WITH THE OWNEP OR OWNER'S REPRESENTATIVE BEFORE ANY WORK BEGINS. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT/OWNER PRIOR TO INSTALLATION IF THERE IS ANY DOUBT AS TO HEAD LINE OR ZONE PLACEMENT. INSPECT THE CONSTRUCTION SITE BEFORE ANY WORK BEGINS AND FLAG LOCATIONS OF MAINLINE PIPE, SLEEVES, HEADS AND VALVES FOR REVIEW BY THE LANDSCAPE ARCHITECT/OWNER. FLAGS SHALL BE CLEARLY MARKED OR COLORED TO DESIGNATE 'THE TYPE OF EQUIPMENT TO BE INSTALLED AT THAT POINT. INSTALLATION SHALL NOT COMMENCE UNTIL "THE STAKING/ FLAGGING HAS BEEN APPROVED. COORDINATE THE INSTALLATION OF THE IRRIGATION SYSTEM WITH THE LANDSCAPE CONTRACTOR TO PROVIDE FOR CORRECT APPLICATION OF WATER TO THE PLANT MATERIAL. PIPE TRENCH CONSTRUCTION PROVIDE FOR A MINIMUM DEPTH OF COVER OF 18" FOR ALL MAIN LINE PIPE AND 12" OF COVER FOR ALL ZONE PIPE AS MEASURED FROM FINISHED GRADE. PROVIDE THE MINIMUM DEPTH OF COVER, AS SPECIFIED ABOVE, OVER THE TOP OF THE PIPE BEFORE THE TRENCH IS WHEEL -LOADED. BACK FILL PROVIDE INITIAL BACK FILL MATERIAL THAT IS FINE-GPAINED MATERIAL FREE FROM COMPACTED EARTH GREATER THAN TWO INCHES IN DIAMETER, ROCKS, OR STONES, TAMP THE BACK FILL IN LAYERS NOT TO EXCEED SIX INCHES, LIFT AND COMPACT FIRMLY AROUND THE PIPE AND UP -TO AT LEAST SIX INCHES ABOVE THE TOP OF THE PIPE. SUFFICIENTLY MOISTEN 'THE BACK FILL TO PERMIT THOROUGH COMPACTION UNDER AND ON EACH SIDE OF THE PIPE TO PROVIDE SUPPORT FREE FROM VOIDS. AVOID DEFORMING, DISPLACING, OR DAMAGING PIPE DURING THIS PHASE OF THE OPERATION. ASSURE THAT WHEN FINISHED, THE SOIL COMPACTION EQUALS THE ORIGINAL CONDITION. FITTING AND PIPE CONNECTIONS SQUARE OUT, CLEAN AND PRIME ALL JOINTS BEFORE CEMENTING. FULLY ENGAGE ALL JOINTS WHILE CEMENTING. PVC FITTINGS - MAKE ALL SOLVENT WELD JOINTS IN ACCORDANCE WITH ASTM D2855. PRIME ALL FITTINGS WITH PURPLE PRIMER BEFORE MAKING SOLVENT WELD CONNECTIONS. ALLOW SOLVENT WELDED JOINTS AT LEAST ONE (1) HOUR TO SET UP BEFORE MOVING OR HANDLING. DO NOT PERMIT WATER IN THE PIPE FOR AT LEAST TWENTY-FOUR HOURS AFTER MAKING A SOLVENT WELD ON THAT PIPE UNLESS RECOMMENDED OTHERWISE BY 'THE SOLVENT CEMENT MANUFACTURER. SEAL ALL THREADED PVC FITTINGS WITH LIQUID TEFLON EXCEPT SPRINKLER HEADS, ELECTRIC VALVE CONNECTIONS AND SWING JOINTS. INSTALL ALL OF THESE EXCEPTIONS USING ONE INCH TEFLON "TAPE. FLUSHING PIPELINES FLUSH ALL PIPELINES BEFORE SPRINKLERS ARE INSTALLED. MAINTAIN A MINIMUM PIPE VELOCITY OF THREE FEET PER SECOND AND FLUSH FOR A MINIMUM "TIME OF: T = 2L/3 WHERE T = TIME IN SECONDS & L = PIPE LENGTH IN FEET FROM INLET POINT TO MOST DISTANT POINT IN PIPELINE. INSTALLING ELECTRIC VALVE CONTROL WIRING INSTALL WIRING IN THE SAME TRENCH AND ALONG THE SAME ROUTE AS, AND UNDERNEATH THE MAIN LINE EXCEPT IN LOCATIONS WHERE 'THE WIRE WILL PASS UNDER PAVING. AT "THOSE LOCATIONS INSTALL THE WIRE INSIDE OF A PVC SLEEVE. INSTALL CONTROL WIRING THROUGH WALLS, FLOORS, AND SLABS IN PVC SLEEVES. INSTALL AN EXTRA WIRE FROM THE CONTROLLER TO THE FARTHEST VALVE IN EACH DIRECTION OF THE MAIN LINE. TAPE WIRING TOGETHER AT INTERVALS OF TEN FEET, USING 1/4 INCH FIBER REINFORCED TAPE. USE A CONTINUOUS WIRE BETWEEN THE CONTROLLER AND VALVE, MAKE AN EXPANSION LOOP OF A MINIMUM 12 INCHES DIAMETER AT EACH WIRE CONNECTION. PROVIDE EXPANSION COILS OF WIRE AT NO MORE THAN 100 FOOT INTERVALS AND AT EACH DIRECTION CHANGE IN THE WIRE ROUTING. ATTACH PERMANENT MARKINGS AT EACH END OF EACH WIRE TO IDENTIFY IT BY VALVE NUMBER. (CHRISTY I.U. TAGS OR APPROVED EQUAL) PROVIDE A SEPARATE POWER WIRE FOR EACH CONTROL VALVE. AUTOMATIC CONTROLLER INSTALLATION LOCATION - VERIFY LOCATION WITH OWNER OR OWNER'S REPRESENTATIVE BEFORE INSTALLATION. VERIFY THAT SUFFICIENT SLEEVING EXISTS TO ALLOW ROUTING OF THE VALVE WIRING FROM THE CONTROLLER TO EACH VALVE. VALVE INSTALLATION INSTALL ALL AUTOMATIC ZONE VALVES AND GATE VALVES IN VALVE BOXES. NUMBER EACH ZONE VALVE BOX ON THE UNDERSIDE AND TOPSIDE OF EACH VALVE BOX COVER WITH BLACK WATERPROOF MARKER FOR REFERENCE. INSTALL ANY MAIN LINE ISOLATION VALVES AND QUICK COUPLING VALVES IN VALVE BOXES. INSTALLATION OF ROTARY SPRINKLERS AND SPRAY HEADS. INSTALLATION SCHEDULE - INSTALL SPRAY HEADS AFTER THE SPRINKLER BODY ASSEMBLIES HAVE BEEN CLEANLY FLUSHED. ORIENTATION - INSTALL POP-UP UNITS IN A PLUMB POSITION AND FIELD ADJUST SPRINKLER HEADS TO OBTAIN COMPLETE COVERAGE OF IRRIGATED AREA WITH MINIMUM OVER SPRAY ONTO PAVED SURFACES. HEADS ARE TO BE LOCATED ON A MAXIMUM SPACING OF 557. OF THE SPRINKLER COVERAGE DISTANCE AND CLOSER WHERE INDICATED. ADJUST NOZZLE DISTANCE AS NEEDED TO COVER PLANT MATERIALS AND MINIMIZE OVER SPRAY ON STRUCTURES AND PAVEMENT. ALIGN POP-UP SPRAY HEADS IN A VERTICAL ORIENTATION AS SHOWN IN THE DETAILS. TESTING PRESSURE TEST THE SYSTEM MAIN LINE BEFORE APPRECIABLY BACKFILLING. PRESSURE TEST THE SYSTEM MAIN LINE, IN "THE PRESENCE OF THE OWNER OR OWNER'S REPRESENTATIVE, FOR A PERIOD OF NO LESS THAN FOUR HOURS, CONTINUOUSLY, AT A PRESSURE OF NO LESS THAN 100 PSI WITH NO LEAKS AND ASSURE THAT ANY TESTS OF THE SYSTEM MAIN LINE MEET THE SEMINOLE COUNTY PLUMBING CODES. IF LEAKAGE OCCURS, REMEDY THE LEAKAGE PROBLEM AND RETEST. REPEAT THIS PROCESS AS MANY TIMES AS NECESSSARY UNTIL A SUCCESSFUL TEST IS PERFORMED. INSPECTIONS ,THE FOLLOWING INSPECTIONS ARE REQUIRED. NOTIFY OWNER OR OWNER'S REPRESENTATIVE IN ADVANCE THAT EACH ITEM IS READY FOR INSPECTION AS INDICATED BELOW: INSPECTION OF FLAGGED UNDERGROUND MAINLINE PIPING, SLEEVES, SPRINKLER AND VALVE LOCATIONS PRIOR TO BEGINNING CONSTRUCTION - NOTIFY 48 HOURS IN ADVANCE. SPRINKLER COVERAGE TEST - NOTIFY 48 HOURS IN ADVANCE. FINAL INSPECTION - NOTIFY 48 HOURS IN ADVANCE. GENERAL NOTES INSTALL ALL PIPING SHOWN BETWEEN DIFFERENT PIPE SIZES AS THE LARGER SIZED PIPE. INSTALL ALL PIPING TO INDIVIDUAL HEADS AS 31A INSTALL PIPING BETWEEN THE LAST MARKED PIPE AND PIPING TO INDIVIDUAL HEADS (WHERE NO OTHER MARKINGS SHOW) AS THE LAST MARKED PIPE SIZE. ANY IRRIGATION ITEMS NORMALLY INSTALLED IN LANDSCAPE AREAS THAT ARE SHOWN OUTSIDE OF LANDSCAPE AREAS OR OUTSIDE OF THE PROPERTY LINES ARE SHOWN AS SUCH FOR GRAPHIC CLARITY ONLY. INSTALL THESE ITEMS INSIDE OF PROPERTY LINES AND IN LANDSCAPE AREAS, THIS SYSTEM REQUIRES AT LEAST 12 GPM AT 45 PSI AT THE POINT OF CONNECTION. VERIFY GALLONAGE AND PRESSURES AND REPORT ANY DISCREPANCIES 'TO THE LANDSCAPE ARCHITECT BEFORE COMMENCING WITH THE INSTALLATION. PROVIDE PROOF TO THE LANDSCAPE ARCHITECT THAT ALL AVAILABLE MAINTENANCE MANUALS FOR EACH OF THE PRODUCTS INCLUDED IN THIS INSTALLATION HAVE BEEN PROVIDED TO THE OWNER OR OWNER'S REPRESENTATIVE. ADJUST THE IRRIGATION SYSTEM COMPONENTS AND EXISTING SYSTEM TO PROVIDE UNIFORM COVERAGE. ASSURE THAT THE SYSTEM PROVIDES 100% COVERAGE OF ALL LANDSCAPE MATERIALS INCLUDING SHRUBS, GROUND COVER, TREES AND TURF. ADJUST THE VERTICAL ORIENTATION OF SPRINKLERS ON SLOPES TO PROVIDE UNIFORM COVERAGE OF 'THE SLOPED AREA. AFTER FINAL SYSTEM ADJUSTMENTS HAVE BEEN MADE, APPLY "SUPER GLUE" TO ALL VARIABLE ARC NOZZLES TO AID IN KEEPING THE ADJUSMENT OF THE SPRAY. DO NOT APPLY THE GLUE IN AREAS "THAT MIGHT HINDER THE ADJUSMENT OR MAINTENANCE OF ANY SPRINKLER. IRRIGATION HEADS SHALL BE LOCATED MINIMUM ONE (1) FOOT FROM ANY BUILDING. IRRIGATION HEADS SHALL BE DIRECTED AWAY FROM BUILDING AT ALL "TIMES, SO 'THAT SPRAY DOES NOT HIT BUILDING. ANY EXISTING TREE ROOTS, WHEN ENCOUNTERED DURING INSTALLATION OF UTILITIES, SHALL BE CUT OFF EVENLY WITH CLEAN SHARP PRUNING TOOLS AND COVERED WITH SOIL AS SOON AS POSSIBLE TO REDUCE DEHYDRATION. THE CONTRACTOR/DEVELOPER SHALL MINIMIZE THE DAMAGE -TO EXISTING TREE ROOT SYSTEMS. NOZZLING NOTES INSTALL SPRINKLERS SPACED 10' TO 12' AS 12' SPRAY HEADS. INSTALL SPRINKLERS SPACED 8' TO 10' AS 10' SPRAY HEADS, INSTALL SPRINKLERS SPACED LESS THAN 8' AS 8' SPRAY HEADS. IT IS THE IRRIGATION CONTRACTORS RESPONSIBILITY TO PROVIDE 100% COVERAGE TO LANDSCAPE & TURF AREAS. TESTING COVERAGE TESTS - CONDUCT SPRINKLER COVERAGE TESTS UNDER NORMAL OPERATING PRESSURE CONDITIONS BEFORE ANY GROUND COVER OR -TURF IS PLANTED. CORRECT AND FIELD ADJUST SPRINKLER ORIENTATION TO PROVIDE UNIFORM PRECIPITATION OVER THE IRRIGATED AREA AND MINIMIZE OVER SPRAY ONTO PAVED SURFACES AND BUILDINGS. WARRANTY 'THE CONTRACTOR SHALL ISSUE TO "THE OWNER OR OWNER'S REPRESENTATIVE A CERTIFICATE OF WARRANTY OF THE IRRIGATION SYSTEM FOR A PERIOD OF NOT LESS THAN ONE YEAR ON ALL SPRINKLERS, VALVES, 'THE CONTROLLER, AND HIS LABOR. DRAWING OF RECORD THE CONTRACTOR SHALL SUPPLY TO 'THE OWNER A DRAFTED, SCALED, REPRODUCIBLE PLAN SHOWING ALL CHANGES MADE TO THE EXISTING IRRIGATION SYSTEM AND ALL NEWLY INSTALLED COMPONENTS INCLUDING ALL SPRINKLERS, INCLUDING BODY TYPES AND NOZZLES, PIPE, INCLUDING SIZES AND THE ENDS OF SLEEVING LOCATIONS AS MEASURED FROM AT LEAST TWO FIXED OBJECTS, CONTROLLER, AND WIRE ROUTING. 'THIS PLAN MAY BE AN ADAPTATION OF THE IRRIGATION DESIGN WITH ANY CHANGES DRAFTED ON THIS PLAN. THE DRAWING SHALL ALSO PROVIDE A MINIMUM OF TWO (2) DIMENSIONS TAKEN FROM FIXED OBJECTS TO EACH AUTOMATIC VALVE, MANUAL CONTROL VALVE AND QUICK COUPLING VALVE. ADDITIONAL SUBMITTALS PROVIDE PROOF TO THE LANDSCAPE ARCHITECT THAT ALL INSTRUCTION SHEETS AND PARTS LISTS COVERING ALL OPERATING AND ELECTRICAL -RELATED EQUIPMENT, BOUND IN ONE FOLDER AND ANY KEYS FOR LOCKABLE ITEMS ON THIS SYSTEM HAVE BEEN FURNISHED TO THE OWNER. RAIN SWITCH ASSURE THAT EACH CONTROLLER IS INTERFACED WITH A RAIN SWITCH WHICH WILL SHUT THE SYSTEM OFF IN CASE OF RAIN. MISCELLANEOUS ANY IRRIGATION ITEMS NORMALLY INSTALLED IN LANDSCAPE AREAS "THAT ARE SHOWN OUTSIDE OF LANDSCAPE AREAS OR OUTSIDE OF THE PROPERTY LINES ARE SHOWN AS SUCH FOR GRAPHIC CLARITY ONLY. INSTALL THESE ITEMS INSIDE OF PROPERTY LINES AND IN LANDSCAPE AREAS. CONTACT THE OWNER OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION IF IN ANY DOUBT OF HEAD, LINE OR ZONE PLACEMENT. ASSURE THAT THE SYSTEM PROVIDES 100% COVERAGE OF ALL LANDSCAPED AREAS. REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT BEFORE COMMENCING WITH THE INSTALLATION. ALL APPLICABLE CODES SHALL TAKE PRECEDENCE OVER THESE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT "TO MAKE MINOR FIELD CHANGES. FIELD ADJUST NOZZLE SELECTION TO PROVIDE PROPER COVERAGE. ADJUST ALL VALVE FLOW CONTROL KNOBS TO PROVIDE PROPER COVERAGE AND TO REDUCE FOGGING OF SPRINKLERS. h 21 U) 5 w Cn � Z o 0 � a U _ V F_ ,,, z 0 J Ld 0 a 0 o I di I I I I I I I^ V z 0 U I r v 0 I O wn i zm a � �[L go � N o WZ Lb bi moo Z �z L L � Ww �_ ® 00 W W y o v W I� s .,, co \�V) >H � N ~ 3 co i I V � i U2 Lv W XD (� Yh _nn L W � V1 (l F 2 Z ~ V � W W � O Q UW O Ut n� V) 0 w� iE CL 0 U) INFORMATIONAL COPY ONLY, UNLESS )SSED WITH REGISTERED ENGINEERS APpF,0)VF_D BY S. TODD a-{UDSCkdDRV4N DATE 5-26-05F 5 TH 10, '> a 9 D s ABBREVIATIONS A/C ERES R AP CONDITIONING �T , `� JUNCTION BOX JOINT • ° ADD'L ADDITIONAL LAV LAVATORY AFF ABOVE FINISH FLOOR LIN ., LINEAR A ASF ABOVE SUB FLOOR LP LOW POINT ATS ABOVE TOP OF SLAB LT LIGHT ALT ALTERNATE LTG LIGHTING ALUM ALUMINUM LVL LAMINATED VENEER LUMBER APPROX APPROXIMATE MAX MAXIMUM !' BD BLDG BOARD BUILDING MC MCB MECH. CONTRACTOR.' MAIN CIRCUIT BREAKER BLK BLOCK MECH MECHANICAL BLKG BLOCKING MFR MANUFACTURE (f) (ING). BM BOTT BEAM BOTTOM MIN MISC MINIMUM jj MISCELLANEOUS'' BRG BEARING MLO MAIN LUGS ONLY, B/ BOTTOM OF MO MASONRY OPENING C CONDUIT MT MOUNT CB C/C CIRCUIT BREAKER CENTER MTD MOUNTED TO CENTER MTGHT MOUNTING HEIGHT CJ CONSTRUCTION JOINT MTL METAL CKT CIRCUIT N NORTH OR NE)UT AL CLG CEILING NEC NATIONAL ELECTRIC CODE CLR CLEAR NIC NOT IN CONTRACT CNTR CENTER NO or # NUMBER B CMU CONCRETE MASONRY UNIT NOM NOMINAL CO CLEAN OUT NTS NOT TO SCALE COL COLUMN OC ON CENTER CONC CONCRETE OD OUTSIDE DIAMETER CONSTR CONSTRUCTION OPNG OPENING CONTR CONTRACTOR OPP OPPOSITE ; CONT CONTINUOUS PC PLUMB. CONTRAQTOR DET DETAIL PLMB PLUMBING DIA DIAMETER PLYWD 'PLYWOOD DIM DIMENSION PNL . PANEL ' DN DOWN PNLBD PANEL BOARD DS DOWNSPOUT PREFAB PREFABRICATED DW DRY WALL PROJ PROJECT DWG DRAWING PVC POLYVINYL CHLORIDE EA EACH R RADIUS EC ELEC. CONTRACTOR R RISER EF EXHAUST FAN RD ROOF DRAIN EL ELEVATION RECEPT RECEPTACLE El EC ELECTRIC (AL) REINF REINFORCING ELEV ELEVATOR REQ'D REQUIRED EM EMERGENCY RES RESILIENT C EPS EXPANDED POLYSTYRENE REV REVISION EQUIP EQUIPMENT RM ROOM EW EACH WAY RO ROUGH ;OPENING EWC ELECTRIC WATER COOLER RTU ROOFTOP UNIT. EWH ELECTRIC WATER HEATER SAC SUSPENDED ACOUSTICAL CEILING EXIST EXISTING SAC-1 SAC-1 HOUR RAT�D EXP JT EXPANSION JOINT SECT SECTION EXT EXTERIOR SHT SHEET FA FIRE ALARM SIM SIMILAR FD FLOOR DRAIN SPEC SPECIFICATIONS FDN FOUNDATION STL STEEL FIN FINISH STRUCT STRUCTURAL FLR FLOOR STRL. STRUCTURAL FT FEET TEL TELEPHONE FTG FOOTING T & B TOP AND BOTTOM GALV GALVANIZED T & G TONGUE AND GRO VE GC GENERAL CONTRACTOR T TREAD CAGROUND FAULT INTERRUPTER TOP OF GND GROUND I rF' TYPICAL GYP GYPSUM UON UNLESS OTHERWISIf NOTED H HARDWARE V VOLTS D HM HOLLOW METAL VCT VINYL COMPOSITTO TILE H HORIZONTAL VERT VERTICAL HPP HIGH POINT OR HORSE POWER VWC VINYL WALL COVERING NG HT HEIGHT WC WATER CLOSET HEATING/VENTILATION/AIR CONDITIONING WD WOOD ID D INSIDE DIAMETER WH WATER HEATER IN INCH yyp WATER PROOF INFO INFORMATIONWR WATER RESISTANT INSUL INSULATION INT INTERIOR WHO WITHOUT INV INVERT WWF WELDED WIRE FABRIC XFMR TRANSFORMER '; El PLANS REVIEWED CITY OF SANFORD 3 4 5 6 7 8 9 Owner: Hooters Of America, Inc. 1815 The Exchange Atlanta,. GA 30339 (770) 951-2040 Architect /Engineer: NATIONAL RESTAURANT DESIGNERS 2$05 Meridian Parkway Durham, North Carolina 27713 (919) 544-7251 JOB SITE: 500 TOWN CENTER CIRCL.E." 6. SANFORD, FLORIDA 32771 JUL 03 �`'�''s 'F�' 05 STANDARD PROTOTYPE coNTencroe's cooeoiNnrioN scHeouLe 2003 -INTERNATIONAL BUILDING CODE SUMMARY as o[zir,N locos itata :af,:tvrl►�rs,rt;' l l„ a . rc�nic(�. -- - 12 ;�'z -- =r4 Yl LIST OF DRAWING_,�. T1 - TITLE SHEET AD1 - ADDENDUM LIST '& SITE -SPECIFIC Cri4;! IS LS1 -� LIFE SAFETY PLAN S1 STRUCTURAL FOUNDATION PLAN S2 - STRUCTURAL FRAMING PLAN S3 - FOUNDATION DE`fAILS S4 - FRAMING DETAILS S5 - FRAMING DETAILS Al - FLOOR PLAN A2 - REFLECTED CEILING PLAN A3 - FLOORING & INTERIOR FINISH SCHEDULE A4 - FINISH & DOOR SCHEDULES A5 - EXTERIOR ELEVATIONS A6 - EXTERIOR ELEVATIONS A7 - INTERIOR ELEVATIONS A8 - KITCHEN ELEVATIONS A9 - WALL SECTIONS & DETAILS A10 - WALL SECTIONS & DETAILS All - WALL SECTIONS & DETAILS Al2 - WALL SECTIONS A13 - ENLARGED TOILET PLAN & TOILET ELEVATIONS A14 - DUMPSTER DETAILS A15 - LOW WALL & COUNTER DETAILS A16 - MILLWORK DETAILS A17 - MILLWORK DETAILS EQ1 - EQUIPMENT PLAN EQ2 - EQUIPMENT SCHEDULE AVI - AUDIO/VISUAL PLAN �PM1 - ROOF PLAN PM2 ROOF DETAILS P1 - WASTE & VENT PLAN & ROUGH -IN 02 - SUPPLY PLAN & ROUGH -IN P3 - WASTE RISER DIAGRAM AND DETAILS F 4 - WATER AND GAS SUPPLY RISERS AND DETAILS P5 - PLUMBING ROUGH -IN ELEVATIONS P6 - PLUMBING ROUGH -IN PLAN M1 - MECHANICAL NOTES AND SCHEDULES M2 - MECHANICAL PLAN M3 - MECHANICAL DETAILS M4 - MECHANICAL CONTROLS E1 - LEGEND, NOTES, DETAILS E2 - LIGHTING PLAN, LUMINAIRE SCHEDULE E3 - ELECTRICAL PLAN, EQUIPMENT SCHEDULE E4 - ELECTRICAL PANEL SCHEDULES, RISER E5 -- ELECTRICAL ROOF PLAN LMHT Project No, 05100 IRIS TTIE DRAWING ARCHITECT IS THE PROPERTY OF AND MAY NOT UE REPRODUCED 'ARITTEN OR USEU WIINOUT 111S PERMISSION t1 M I� rn A LOLO on Cl) Cn h er ." W �l z z L90 � IH W 3 r W X .� _ m ::E E .o " a -E [FlK Q 00 Z a N Go` E6 - ELECTRICAL CONTROLS a� E7 - ELECTRICAL ROUGH -IN ELEVATIONS D H1 - HOOD SHOP DRAWINGS H2 - HOOD SHOP DRAWINGS SP1 - SPECIFICATIONS SP2 - SPECIFICATIONS SP3 - SPECIFICATIONS SP4 - SPECIFICATIONS SP5 - SPECIFICATIONS NOTE : CIVIL/SITE DRAWINGS BY OTHERS N m O p DRAFTING SYMBOLS I I r DUILDING DATA FIRE RESISTANCE RATINGS Q v BUILDING CATEGORY: 1L Z f?� 00 o O w ROOF DEAD LOAD: 20 OCCUPANCY: GROUP A2 - ASSEMBLY (RESTAURANT) DFT./SHEET WALL ASSEMBLY - DETAIL NUMBER E THE FOLLOWING IS A LIST OF ITEMS EXPLAINING o m m m m �o' PSF OCCUPANT LOAD: INTERIOR SEATING: 182 REQUIRED PROVIDED SHOWN ON OPENING WHO FURNISHES AND INSTALLS. OTHER ITEMS SHOWN IN CONSTRUCTION DOCUMENTS AND NOT CALLED OUT ¢ o o w o �a a,� a - ROOF LIVE LOAD: 20 PSF y; WAITING: 20 PATIO SEATING: 68 PARTY / FIREWALL N/A N/A - rE DOOR(fa L_ O JAMS Q IN THIS SCHEDULE SHALL BE PROVIDED AND 5 5 F S N SNOW LOAD: EMPLOYEE. 16 EXTERIOR BEARING WALL ELEMENT TfI�..E INSTALLED BY G.C. a e a ? n�. ? 0 z� GROUND SNOW LOAD = 20 PSF FLAT -ROOF SNOW LOAD = PSF SNOW EXPOSURE FACTOR = C SNOW LOAD IMPORTANCE FACTOR = 1.1 THERMAL FACTOR = 1.0 TOTAL: 296 MIXED OCCUPANCY? _._.-YES �Lj10 CONSTRUCTION TYPE: V-8 (WOOD -UNPROTECTED) EAST 0 HR 0 HRJNLLcc - - NORTH (REAR) 0 HR 0 HR - N WEST 0 HR 0 HR - - SOUTH (FRONT) 0 HR 0 HR - NL EXTER ��, 3" = 1'-0" CI) DRAWING NUMBER A SOILS FIELD TESTING • B STRUCTURAL STEEL C WOOD ROOF TRUSSES TOR NON -BEARING WALLS -••- DETAIL NUMBER • WIND LOAD: SPRINKLED? ___YES ___,Z�O (PER SECT. 903,2,1.1) EAST 0 HR 0 HR -- - jNL • BASIC WIND SPEED = 120 MPH / NORTH (REAR) 0 HR 0 HR - - NL B6 B6 D HEATING &AIR CONDITIONING FIRE DISTRICT? YES x N0 WEST 0 HR 0 HR - - NL DETAIL MARKS WIND PRESSURE = PSF E .SITE LIGHTING FIXTURES 0 WIND IMPORTANCE FACTOR = 1.15 BUILDING HEIGHT: 27'-0" SOUTH (FRONT) 0 HR 0 HR NL A5 WIND EXPOSURE = C UL PENETRA DRAWING NUMBER F SITE LIGHTING POLES [IONS • INTERNAL PRESSURE COEFFICIENT = NUMBER OF STORIES: 1 INTERIOR WALLS - JUT NUMBER 0j F F I (�& E G ROOFING • WIND BASE SHEAR = __Vx; ___Vy BEARIBEARING MEZZANINE: YES >LJ�O NSA ° "R = = ELEVATION MARK G6/A4 F H POWER DISTRIBUTION PANELS • SEISMIC LOAD: TENANT SEPARATION SEISMIC USE GROUP - SEE BLDG. CATEGORY ABOVE GROSS BUILDING AREA: (502.1) DRAWING NUMBER I BUILDING LIGHTING FIXTURES • SEISMIC IMPORTANCE FACTOR = 1.25 GROUND FLOOR: CEILING/FLOOR ASSEMBLY 0 HR N/A - - SEISMIC DESIGN CATEGORY = B INTERIOR: 4,915 S.F. ELEVATION NUMBER J BUILDING & SITE SI BY GE ® SPECIAL RESPONSE COEFFICIENTS: BEAMS 0 HR 0 HR FINAL CONNECTION BY G.C. _COVERED PATIO: 507 S.F. ---�- SDS— 9TOTAL: 5,422 S.F.ERMIT #PL�. K LANDSCAPING • SDI = 9 COLUMNS 0 HR 0 HR — — 62/A4 IDESIGN BASE SHEAR = __Vx; Vy EXTERIOR F/C: 352 S.F. L HOODS &HOOD FIRE PROTECTION • BASIC SEISMIC FORCE RESISTING SYSTEM = FIRE AREA A: 4989 S.F. 90 CEILING/ROOF ASSEMBLY 0 HR — — ( 1.7) 0 HR M WATER HEATER/ BOOSTER HEATERS • ANALYSIS PROCEDURE = FIRE AREA B: 433 S.F. (901.7) SECTION MARKS SECTION NUMBERVERTICAL SHAFTS _ _ SITE CLASS -SEE SOIL SITE CLASS BELOW N/A DRAWING NUMBER N FABRICATED EQUIPMENT FINAL ALLOWABLE AREA: TABLE 503 - 6000 S.F. CHASES _ _- _ CONNECTIONS BY G.C. ® AREA INCREASE? YES �LJ�IO N/A B2 A4 0 SEATING AND BOOTH PACKAGE LATERAL DESIGN CONTROL MIXED OCCUPANCY SEPARATION N/A / P MILLWORK PACKAGE EARTHQUAKE — WIND L- BAR, HOSTESS, COUNTERTOPS • LIFE: SAFETY SYSTEM - - - TENANT SEPARATION N/A Q CARPET SOIL: FIRE AREA SEPARATION 2 HR 2 HR - U301 ROOM NAME G.C. TO PROVIDE ADHESIVE • SOIL BEARING CAPACITY PRESUMED = 2,000 PSF EMERGENCY LIGHTING: YES NO �— it � 1 1 7•\9r)nr,\nrinn\T1 r4. AA,,. 17 0nnr- c.nc___ SOIL BEARING CAPACITY FIELD TESTED = R SIMULATED WOOD FLOOR SITE CLASS = EXIT SIGNS: -.1—YES NO S FREEZER/COOLERS FIRE ALARM SYSTEM: YES �_NO T CERAMIC & QUARRY TILE • TOILET FACILITIES SMOKE . DETECTION SYSTEM: --,-/— YES _,._-NO U SEAL COATING/SITE PLAN • 296 PEOPLE = 148 MALE ; 148 FEMALE TABLE 2902.1 - RESTAURANTS PANIC HARDWARE: _�LYES ._.._.-NO RE' + iLP V RESTRIPE PARKING LOT/SITE PLAN•V VVEW SECURITY SYSTEM ® REQUIRED M URINALSLei[ EXIT REQUIREMENTS y: � /� X DOOR HARDWARE • FEMALES 2 - 1 Y MUSIC SYSTEM MALES 1 1 1 DEAD END LIMIT - MAX.CONDITION: Sanford Fd1'F Prey ent>tvn n S PROVIDED Y& RINA S )�j[ 20 FEET ALLOWED �`, Z TV SYSTEM ® TRAVEL DISTANCE TO EXIT - MAX. CONDITION: Bate; 7S FEMALES 4 - 2 250 FEET ALLOWED rL� ` AA TV BRACKETS • MALES 2 2 2 NUMBER OF EXITS REQUIRED: 2 DESIGNERS OF RECORD BB LED LIGHT BAND • UNISEX EMP. 1 - 1 NUMBER OF EXITS PROVIDED: 4 DISCCIPLINF NAK LICENSE it TEL, NUMBER PARKING SPACES EXIT WIDTH REQUIRED: EXIT WIDTH PROVIDED: ARCHITECT: LEE N. MEHLER AR0011523 (919) 544-5297 TABLE 1003.2.3. 0.20" PER PERSON (2) 36 =72" ELECTRICAL: ALAN E. CAVE 59658 (919) 544-5297 REQUIRED: PER LOCAL ORDINANCE 0.20" (272)= 54" (1) 72"=72" MECHANICAL: N. RAY THORNTON PE0050383 (919) 544-5297 5OX THRU FRONT= 27" (1) 48 =48 PLUMBING: N. RAY THORNTON PE0050383 (919) 544-5297 „ „ PROVIDED: 192 STRUCTURE: LEE N.MEHLER AR0011523 (919) 544-5297 REGULAR PER LOCAL ORDINANCES CIVIL: SEE CIVIL PLANSSPRINKLER: HANDICAP FRONT = 72" 2 - 3 4 5 -- 6 7 NUMBER & A6 IV ROOM NAMEMUMBER 00 100 n"_`- ROOM DOOR NUMBER B101 SEE SHEET A4 INTERIOR FINISH SEE SHEET A3 XXX EXTERIOR FINISH I SEE SHEET A5 EQ►:�IPMENT NO, 100 SEE SHEET EQ3 12 O r� U �•/ ✓ U .-- U ® r- N m C a ��y c � 4-0 � �NN 0 0 c •- a ~ Q ® 4- w-. or) 0) u7 c O r N V -Qh� ELO X rTrTI-EH �� e;� .�..� s A ®iF C Ic 1 C F c 111 1 Z: \2005\05100\LS1.dwg May 18, 2005-10: 52am 2 1 --- ♦--A M rJ-n ♦nrw w 433 SQFT 3 4 5 R 8 PI WIDTH n��'J ) > 06 °�C, 2003 INTERNATIONAL BUILDING CODE SUMMARY lci 11 12 LMHT Project No. 05100� THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION LO N� rn Ln d I`- Lo >w »--� a a w z W 3 pULI Lb v r" r C a o C> IT' � � o I.Y. , v o- y Q N C] o B V V ED - - E XI XI 41-0 \ G DATA FIRE RESISTANCE RATINGS FREEZER o /, — BUILDING I LD I N DET./SHEET % WALL 3EER COOLER COOLER �\ i \ NdT A OCCUPANCY: GROUP A2 - ASSEMBLY (RESTAURANT) ASSEMBLY REOUIR PROVIDED SHOWN ON OPENING 1'-10 3/8" / \ REQUIRED OCCUPANT LOAD: INTERIOR SEATING: 192 �<'�\ EXIT - WAITING: 20 PARTY / FIREWALL N/A N/A - - \ / ill PATIO MPLOYEE: 6 EXTERIOR BEARING WALL 3'-8" ( / 5 EAST 0 HR 0 HR - - NL e I\ , ` ® TOTAL 272 NORTH (REAR) 0 HR 0 HR - - NL MIXED OCCUPANCY? _YES _-LNO WEST 0 HR 0 HR _ - NLl L ® _ ® SOUTH (FRONT) 0 HR 0 HR Q CONSTRUCTION TYPE: V-B (WOOD -UNPROTECTED) -�. EXTERIOR NON -BEARING WALLS - - EAST 0 HR 0 HR - - NL SPRINKLED? YES �L_NO (PER SECT. 903.2.1.1) NL NORTH (REAR) 0 HR 0 HR NL FIRE e� DISTRICT? -_.._.-2-NO NO WEST 0 FIR 0 HR ,- " SOUTH (FRONT) 0 HR 0 H- _ R UE PENETRATIONS BUILDING HEIGHT: 27 0 INTERIOR WALLS _ TEST NUMBER NUMBER OF STORIES: 1 BEARING 0 HR 0 HR NON -BEARING 0 HR 0 HR _ ISO MEZZANINE: ____-YES L-N0 TENANT SEPARATION N/A - - - Final Jnsp�, (.� GROSS BUILDING AREA: (502.1) CEILING/FLOOR ASSEMBLY 0 HR N/A LIFESAFETY PLAN, INTERIOR:GROUFLOOR: 4,915 S.F. BEAMS 0 HR 0 HR - - CJ`_, SCALE: 3/16" = 1'-0" -�- COVEREDTOTAL:PATIO: 5,422 S.F. - - COLUMNS 0 HR 0 HR EXTERIOR F/C: • 352 S.F CEILING/ROOF ASSEMBLY 0 HR 0 HR - - FIRE AREA A: 4989 S.F. (901.7) FIRE AREA B: 433 S.F. (901.7) VERTICAL SHAFTS N/A - - - ------- ------ ALLOWABLE AREA: TABLE 503 - 6000 S.F. CHASES N/A - - - Iw I AREA INCREASE? --YES \LNO MIXED OCCUPANCY SEPARATION N/A - LIFE SAFETY SYSTEM TENANT SEPARATION N/A - _ FIRE AREA SEPARATION 2 HR 2 HR U301 I EMERGENCY LIGHTING: .YES --NO C. EXIT SIGNS: Z YES ---NO FIRE ALARM SYSTEM: _-YES y-lO SMOKE DETECTION SYSTEM: YES `-NO PANIC HARDWARE: YES NO Er= --- r ---- 1. 1 2 I„ I EXIT REQUIREMENTS DEAD END LIMIT - MAX.CONDITION: 9 I I I 20 FEET ALLOWED I I C I TRAVEL DISTANCE TO EXIT - MAX. CONDITION: i I I I 250 FEET ALLOWED I \ / I L------------ J NUMBER OF EXITS REQUIRED: 2 L----------- J NUMBER OF EXITS PROVIDED: 4 EXIT WIDTH REQUIRED: EXIT WIDTH PROVIDED: TABLE 1003.2.3, 0.20" PER PERSON (2) 36"=72" HANDICAP ®O®R 0.20" (272)= 54" (1) 72"=72" PPROACH REOUIREMENIS 50% THRU FRONT 27" (1) 48"=48" A 192" FRONT = 72" 4 5 6F 7. 8 10 12 r%W- �__Md m--^ N �I 6 aq� W L -i U. .O VJ O rn co M v M X LA o W co `d O 0) 0 I I o O O vrao U) to T LMHT Project No. 05100 -THIS DRAWING 15 THE PROPERTY OF THE ARCHITECT AND MAY 1401 DE REPRODUCED OR USED 1NTrIOU7 HIS WRITTEN PERMISSION C> lh o LL C 0 dig - (7) n pe> 44 Lo to • Z n � 3 n _ � N Z m - E Lo 0 00 m N Q � LL 0 L •+ P N 1- � X p^ V M tom,.. X a ® H r;w)00 o o .a. -0) 0) rn `r'voa a C o � N b �Qnn T w STRUCTURAL FOUNDATION PLAN w 1 3 4 5 8 7 8 9 10 11 12 Z: \2005\05100\S1,dwg May 18, 2005-12: 08pm I I s. 0 I P 1. (2) 2x8 PLATES BOLTED TO STL. BM. W/ 3/4" THRU BOLTS ® 16" O.C. STAGGERED 2x6 TOP/BOT. W21 x62 - BAFFLE FRAMING AS REQ'D - (THRU BOLT TO STL. BM) W/ 3/4" 0 THRU BOLTS ® 16" O.C. STAGGERED (3)2x10 W/CONT. 1 /2" PLYWOD BM1 r6i_ BEAMS C�2 SCALE: 1 1 /2"=1'-0" TOP/BOT. 2x10 W/CONT. '." PLYWOD 2 3 4 5 8 % 8 9 f0 1 12 LMHT^Project No. 05100 THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND MAY NOT UE REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION T/ STL 15'-5" n� (3)1 3/4"x1$" LVL 32'-2 1/2" 3'-4" 3'-1 5/8" 8'-0" 2'-0" 8'-0" 18'-5 7/8" 8'-0. V-8" 26'-1 3/4" 21'-11" 26'-10 1 /2" I S-10 3/4' • TRIPLE JACK STUDS BRG WALL T/DBL PLATE 9'-B" rn C" M M UNDER BEAM (TYP.) H4 ul A11 d w w c1 H H3 w J.�,�, r-�, Ag SS5 S5 S s2 HI H1 z _,Bo ®T BOT u I -0" OT ® 1" I I BOT 0 8 0 0rz 2V N I I • I -SLOPED Aid R IIi i X W 0 24 o.q. I I I a- n -2 • r HORIZ BM, B LOW n a n rr� N N o I I I I I SEED C11 At 1 I I N I L] .D U Ea'. 2 BRACES 32" o.c. - SEE r� H 'c - J Ib CH. WALL s CTIONs ca • I I ORIZ. `. BEL I I I I '�`� _ 0 1 '� s M o " " cto �, I I EE DE C11/ 1 I s o a Do c> "E 3 I I I I m Q co cl �a ()1 3/4 x14 LVL FIR SEPARATION WALL s4 0 TO UNDERSIDE OF ROOF = Talk JAC 3MD I I I I I B BM2 BM3 BM4 TOP' D r" g UND�R BEAM R I I s s Po H1 HA I I HORIZE-D€ M.CB LOW a S5 S4 a LT EF'4 BM3 BM3 BM3 BM4 6x6 POST P 0 14 1 2 TOP 14 -1 1;L TOP 14 -1 2 C 2x6 BLKG, tYP F1 ­1 6x6 I OST o E4 H1 0 6 6 POST ." — Cta N M S4 S2 cv o \ I i H1 H2 NOTE: PROVIDE (2) JACK STUDS EACH END (TYP.) HEADERS SCALE: 1 1 /2"=1'-O" BM3 SIMPSON ECCLL OR 5/8"0 THRU BOLTS 6x6 WD POST TOP/BOT. Zx10 WD BEAM CONNECTION PERSPECTIVE SCALE: 1 "=1'-O" DOUBLE TOP PLATE BM3 BM4 T, 1 T/ DBL, 14'-10" Af,\ T/ DBL, \--5/8" O THRU BOLTS FABRICATED 1/4" - - PLATE CONNECTOR - 6x6 WD POST H rHf),, WD BM TO WD BM CONN. _ SZ SCALE: 1" = 1'-0" 2 Z: \2005\05100\S2.dwg May 18, 2005-11:17am BM3 SIMPSON HTS30 (3) JACK STUDS DBL KING STUDS 5 BRG. WALL DBL PLATE -5 1/4" z ROOF LADDER DOUBLE TOP PLATE SIMPSON LSTA30 2X12 ® 3i dkT/ DBL PLATE WD BEAM CONNEC110N SCALE: 1" - 1'-0" 3 BUILDING TRUSS SECTION SCALE: 3/16" = 1'-0" 2x6 WD. ROOF TRUSS 0 32" O.C. VYVVU OMrrLG SEE ARCH. V V I H 7- U SEE DET. CI1/A11 10 - 2x10 RAFTER 0 24" O.C. 12 —1 5 I T/ DBL PLATE 6X12 WD CROSS BM (TREATED BOT. 0 11'-0" 2X10 RAFTERS ® 24" o.c. r: U) 03 L1 O A O U- taS � O O � U— O co x w DM _j M n�... WLA_ C v-- x o d ® wQNCA $ w(9 I I p' a., .c •-- a Q% I— p U) 00 o .tirnC» Q u) r_ -�• C7 sw TZ � 44�77 � ¢ n U) STRUCTURAL FRAMING PLAN I7Wg. s A 20*' I 1 2 C.L. CONST. JOINT PREMOLDED CONST. JOINT W/ #4 x 2'-0" 024" U- ui IJ=llJ �1-l�J III-ILl=1 1=U LLI 11 11 -I I�_J SLAB REINF. TYP. i II_TI,TI I Ir�Tml III Iml I I�I_TI,I II �mITI��T�I I Inl IIT_IIT_I��I I I�I I II ImITILIT_Im1TII�I I IT�i(I Ir. m — COLST$UCTION JOINT NOTE: 1, PROVIDE SAW -CUT WITHIN 24 HOURS OF SLAB CURING TO PREVENT ANY DAMAGING OF SLAB. 2. SEAL ALL SAW -CUT JOINS PER ARCHITECTS REQUIREMENTS. SAW CUT 1 /4" WIDE x 1" DEEP WITHIN s 24 HOURS OF POURING SLAB .... .rYf S '..�. .. t I ....., . J....• y.J} ��. ... ��. � i�.: •. t�ti ..,,.1 � �.l;�i..f,: �••i•',•. :ITi�i1I III III-ITi-=ITI-I 1=III-'ITi=III-III-III _III=1fl '- "'_ `_' -�T- =' I-,'„=ri;=;;— SLAB REINF. TYP. cI act\ CONTROL JOINTS �I nN ..... NOTE: CORNER BARS SHALL MATCH SIZE AND LOCATION OF HORIZONTAL REINFORCEMENT. #5 MAX BAR SIZE. E (��ElCORNER BARS S3 SCALE: 1" 1'-0" COL. NOTE: NO MORE THAN NO PIPE P ETRAII( TWO PIPES (CONDUITS) F AGGREGATE DIAMETERS = 9 (IF 9" 9" 6"&3") IN LAYERS --� Ww " 3' J O CLR CLR a FL G R _\�NOTE: IF MORE THAN 2 PIPES OF 3" OR ZDBL. WRAP PIPES TESTED COMPACT LARGER ARE FOR FLEXIBILITY BACKFIL ABOVE PARALLEL WITHIN A (1/4" MIN.) TRENCHES 2'-0" AREA (HORIZ.) PROVIDE #3 0 18" ALONG THE LENGTH TYPICAL PENrc-:-TRATION THRU Hi FOOTING OR GRADE BEAM, S3 SCALE: 1" H 4 g 6 6x6 WOOD POST (SEE PLANS) SIMPSON C866 POST BASE 0 .—SLAB REINFORCEMENT �D Q D v0 (4) #5 EA. WAY • • #4 0 48" O.C. cTHICKENED SLAB W/ WOOD 53 '1 -' °' #4 0 48" O.C. POST NOTE: PROVIDE 2" WASHER 3/4" ANCHOR BOLTS 0 32" O.C. SLAB REINFORCEMENT 0 I (*'E4 THICKENED SLAB BEARING WALL S3 .�. 'a =i-o cal STL COL FTG DETAIL S3 '•10' 1/2" ANCHOR BOLTS ® 32" O.C. 6" I zlIZZ11 r,/R"Y4" FxP- qn)D ANCHORS 0 32" O.C. FOR BOLTS) CHITECTURAL Ha\ CURB UNDER BAR WALL S 3 SCALE: 1 1 /2" - 1'-0" 7 1 8 1 T/ LOW WALL 4' -0" TS 2"x2"xl /4"x S-6" SEE PLANS FOR LOCATION LI I I CV I II II l 5/8"0 HOLE CENTERED ON TUBE I I r- COLUMN I I I I 11 I I I I R w I I I I I �I I� 3 1 /2" 0 HOLE I GROUT FILL AROUND TUBE II II COL. VERTICALS I I I 4- U • J a 'd4 . 4 N THICKEN SLAB AROUND TUBE7 1'-0" g 10 12 STUD WALL 2x6 STUDS AT 16" O.C. 3/ 4" 5 1 2" 3 1 /2" SLOPE AWAY FROM BLDG. DEPRESS SLAB AT GARAGE DOORS OPNG. PLUS 3/4" EACH END EXTERIOR SLAB, PAVING OR FIN. GRADE -SEE CIVIL & ARCH. DWG'S. I I i 4" CONCRETE SLAB W/WWF r I i REINFORCMENT. _ - 4" GRANULAR m VAPOR BARRIER R� w _ I U z 5 1 CD 4" 5 5 8" 5 3 1j _ A 1 6" CMU - FILL CORES WITH CONC. II--IIF-iIF-11F ImI�iI177dInIr�- %7\ LOW WALL STIFFENER POST S3 SCALE. 1" 1'-0" SLAB REINFORCEMENT n\ �Va 5CA- 7A, '-' i r) \ to (2) #5 CONT. #4 0 32" 0. oil TURNED DOWN SLAB S3 ' '-0' I ' I ' I I I ' I ' F7\ PERIMETER FTG s 4' 3'-0" LOPE ALL 4 SIDES - CENTER TYP. DUMPSTER FENCE SEE DET F5/A14 I rHi CAN WASH S3 SCALE: 3/4 " >m 1'-0" EXTERIOR SLAB, PAVING OR FIN, GRADE -SEE CIVIL & ARCH DWG'S RIOR SLAB, PAVING IN. GRADE --SEE CIVIL tCH DWG'S 4" CONC. SLAB - 4 SIDES 5/8" Ox 4" EXP. STUD ANCHORS 2 PER SIDE T/SLAB >!t EL.VARIES 4" CONC. SLAB 10" F.S. WITH SED. BUCKET (SEE PLUMB. PLAN) 4" DRAIN TYP. TURNED DOWN FTG. SEE STRUCT. DWGS. R d p 1 4d a R V C10 PERIMETER FTG. (2) #5 CONT. #4 0 32" O.C. A LMHT Project No. 05100 INS DRAWING IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION u4 W, L.•J rl% 0) � Clk> L �cn 973 ---" a CL v a W W c z A U:I 3 LEJ :S2- L G7 _ o 0 c C7 -E lol� .� Ems S3 SCALE: 1" p 1'-O" Ic EXTERIOR SLAB, PAVING OR ` FIN. GRADE -SEE CIVIL & ARCH. DWG'S. v7 4 z :I �I � V I VT t N 51 le55 z L5 It Wl 53 PERIMETER FTG. STUD WALL •2x6 STUDS AT 16" O.C. -CONT. 20 SOLE PLATE .1 /2" 0 x 8% 3" HOOK ANCHOR BOLTS 0 32" O.C. -1/2" EXPANSION JOINT 4" CONCRETE SLAB W/WWF REINFORCMENT. VAPOR BARRIER 6" CMU - FILL CORES WITH CONC. ,It �II[::71IF=lllll (2) #5 CONT. #4 0 32" O.C. 2 3/4' 2 3 4" 2x6 STUDS BEYOND EXTERIOR SIDEWALK OR SLAB SEE CIVIL & 1 I 1 4" CONCRETE SLAB W/WWF ARCH. DWG'S. I 1 1 REINFORCMENT. I I I 4 4 -.rr — 1 — `° 6" GRAVEL BASE .' Z 6" CMU - FILL CORES WITH CONC. FILL SPACE W/ CONC. 00 EQ. 5 5/8" E4• �._._._._. a _ L L I._ 4" CMU - FILL CORES WITH CONC. 4 V v a v d 0 (2) #5 CONT. #4 0 32" O.C. 1'-4" Hio FOOTING AT DOOR OPENING S3 ) scAm- lw "0" 04 a2 ® U— c 0 LL A � C Q�r�• v ca ,�, n Q>(14 w- U J 4-0 L_ op 10 O F- '- m w FOUNDATION DETAILS H Dwtt S3 1 2 31 4 1 5 1 6 i 1 8 8 1 tm t1 12 Z: \2005\05100\S3.dwg May 17, 2005-11: 30am —;II/ / I,• / i/ � / ,I ii % i/ % i► ii r ► I % i :il / I, I � r / III /III II �i/ I�'/ II 11/ 1%II I/I/ II � �I/ � � �%';�,�/�I��!'I,'�/ '%!r II/���► IIiI��%IItI%%/IIi''/tlIiIi � • . / // %I%� ►/�_Ili ,' �. a �IIlIIiIIl %/. �' I' �► / �I% ��► II /I/i%/I%/.I;' . � it : �i�AIm. II I � I� � /���/ � •;II � III r 1 :• • r �� /;/I� ��/,I�I II �j I`�j,/i/I/i/ � �• 1 ; . � � �lil � 1' �l/;� / A;� • l i 1 • ;1 0 � 1 �• 1 •« a a/r .r: INTO FRAMING 1 OlEr. SHEARMK ALL END POST HOLD DOWN EXTENDED SILL ORS NAILING PATTERN MODEL NO. LD HODOWN ANCHORS EDGES INT(IIMED. PANELS Sm HDBA 7/8"0 A.B. 5/8.0 AB O 48" O.C. 8" O.C. 12" O.C. SW2 HI 7/8"0 A.B. 5/8"0 AB O 48" O.C. 8" O.C. 12" O.C. SW3 HD10A 7/8"0 A.B. 5/8"0 AB O 18" O.C. 3" O.C. 12" O.C. (ct\TYPICAL SHEAR WALL FRAMING S4 .�. , 1n.-,.b. (3)2x6 SOUTHERN PINE No. 2 NAILED TOGETHER PER DET, BELOW 16d NAILS SPACED AT 6" ON CENTER } AND STAGGERED 0 EQUALLY SPACED NAILS NAILING DET. BOLTS. N.T.S. HOLD DORM ANCHOR 1/2" SHEAR WALL SHEATHING �n N TYPICAL 24 S U CORNER FRAMING ON EACH SIDE OF END FRAMING SEE C1/S4 a 4 . 4 l q, HOLE � I I I I ALTERNATE ANCHOR: II 7/8"0 111 IN EPDXY ° l ll I ANCHOR 7" EMBEDMENT • I I i a dill 4 Gd , 7/8" ANCHOR BOLT PER HOLD III III 1'-•9" MIN, EMBEDMENT LAP WITH FOUND. WALL REINF. OWLS. HEX HEAD NUT 1A� 4 1 5 0 5 STUD ® 16" O.C. 116d NAILS 5" OSB 4 BRACE ® 32" O.C. APSON A35 CLIP CONT. 2X6 - FASTEN THRU DBL. 20 WITH No. 12 SCREWS 6" O.C. STAGGERED 14" T&G CDX PLYWOOD 3L 2X4 BLOCKING BETWEEN & :RPENDICULAR TO TRUSSES FRONT & REAR WALLS W/ U26-2 fL. JOIST HANGERS EA. END ;6 0 24" O.C. BLOCKING BETWEEN TRUSS •IEN TRUSSES PARALLEL TO WALL USE U24 MR. JOIST HANGER NCH END cri6 WD. TRUSS - SEE ROOF FRAMING PLAN 'C4 HIGH PARAPET BRACE, S4 SCALE: 1' = 1'-0` BM 82 - (W21) 1/4" STL CAP � � T/STL. BM_ 15'-5" � I I I I � I I � I I _ ^ L T/WD. BM. 14'-1 1 /2" I I _ I N n i I I I I I I- I I _ I WOOD BM 83 2" 4" 1/4" BENT F- SADDLE SHOP WELDED TO STL COL. 4" 4" V HSS 5"x5"x 3/8" STL. COL. 2" 2" cV r II L -j II ■ N � 3/4" 0 THRU BOLTS - N (TYP) 3/8" THRU PLATE CONNECTOR SHOP WELDED TO STL. COL. HOLDDOWN ANCHOR DETAIL rF4 STL BM SCALE: N.T.S. S4, SCALE: 1" _ 1'-0" 93e 93AV HOLD DOWN HD8A ANCHOR EACH SIDE OF END POST SEE DET. C1 /S4 (3)2x6 END POST EACH END OF SHEAR WALL FOR NAILING SEE DET. III LVL SADDLES CUSTOM 1/4" PLATE CONNECTOR BM 3 6X6 POST SHEAR WALL CORNER DETAIL rH41 CORNER CONNECTOR 1 2X12 BLOCKING BTWN. RAFTERS 2X12 RAFTERS 0 32" O.C. CONT. 2X6 LEDGER W/ (3) 5" 111 #10 WOOD SCREWS INTO EA. STUD SIMPSON H1 TIE 0 EA. TRUSS — 0 RUN WALL UP TIGHT TO UNDERSIDE OF ROOF DECK 2X6 WOOD TRUSS CONT. 2X4 CONT. 2X6 LEDGER W/ (3) 5" LG. #10 WOOD SCREWS INTO EA. STUD 2 HR. FIRE BARRIER 2X4 STUDS 0 16" o.c. W/ (2) LAYERS 5/8" TYPE X GYP. BD. EA. SIDE UL #U301 S4 / SCALE: 1"=1/-0" 1/4" BENT SADDLE SHOP �� WELDED TO STL COL: 1/4" STL CAP 3/8" THRU PLATE WOOD BEAM B3 CONNECTOR SHOP WELDED T BM TO STL. COL, _ _ - - - -- -- -- - -- T/STL. BM - - T 15'-5" "v N _ I I - I I `.4 DOUBLE 2x8 TOP PLATE M i �I rn BOLTED TO STL BEAM TYP I II I I M 1 I- I I 1 /2" 2 1I � - " I I 7, W21 HSS 5"x5"x 3/8" r I 3/8R 3/4" 0 THRU BOLTS STL. COL. (TYP) 4" 5" 4 3�8' 2 I , I ` I r-- W21 HSS 5"x5"x 3/8" STL.-/ L 3/8" THRU PLATE COL, CONNECTOR SHOP WELDED TO STL. COL, ("F-% STL BM/WD BM TO STL COL. S4 SCALE: 1" 1'-0* 2x6 WD. TRUSS —CONT. 2X4 \ ~-- SIMPSON H1 0 EA, TRUSS DOUBLE 2X6 TOP PLATE LVL./STL. BEAM/ BEARING WALL TRUSS BEARING �u 12 LMHT Project No. 05100 THIS DRAYANC IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION DOUBLE 2X6 TOP PLATE WOOD BEAM SEE PLAN - -_ -_ - z = V) 5/8"0 THRU BOLTS o w a o SIMPSON CC 66 - ` ` o Of w w u > cn cn 6X6 WOOD POST o cto\ WOOD BEAMS TO WOOD POST saSCALE: ,,O DOUBLE 2%,6 TOP PLATE CS16 SIMPSON STRAP WOOD BEAM OR HEADER - SEE PLAT '2)2X6 KING--- STUDS II 2X6 � Co I (3) 2X (2) 2X I i TOP PLATE i JACK STUDS 0 BEAM i JACK STUDS 0 HEADER WOOD STUD BEAM BEARING SCALE. 1 "ml'-0" DOUBLE 2X6 TOP PLATE 1 /2" CARRIAGE BOLT �- C516 SIMPSON STRAP WOOD BEAM - SEE PLAN x x I I II I I 6" MTL. RUNNER ;2) 6" MTL.--�, KING STUDS x x x META o I (3) ( 11VA11:41FA L *� �L RUNNER 3"MTL. JACK STUDS 0 r,r N � � ro a� Ln In a> a, C• ,n a 0 Q 3 M i CL vC14 c C ; m J Ln o a 0 NC o B �9 w1� C 0 E O LL O ® da J U. r i O a� 0 U r U 4� n C14 ryq K) �/✓ N M.COO c a � .•- 0 X w C 7 Ki � c QcVN -F--p �t � ID i I O0 L- ; r_ v An 00 O 4- •«+ 4-CO CO 0 In c .« 00 C oO a n u') V) I, i I FRAMINQ DETAILS H I DWG. Alwuw*& A �d I I MHT Prr)iRrt No. 05100 ,n- F-Im cl om 14M I F I iim I'lu m 2 3 4 5 6 7 8 10 n �L 88'-10" 14'-101/4" 32'-21/2" 3'-4" 3'-11/2" 8r_0. 2r-pN A11 8'-0" 1$'-6" 8'-0. 5'-8" A 2r-4„ 31/2' 9'-101/2" 31/2" 5'-81/2" II 105- I \/ I " " EXTENT OF OVERHEAD o H4 0 o FIXED 0 RHEAD DOOR DOOR TYPICAL i LOCKED i 112 TRACK - WOMEN/ \ I" I► A4 O S B AB VE I I WAIT I I u \ ` I I I o STATION #1 o STORAG 112B 112C 11 I i FOR ENLARGED TOILET I i 107 1 I 1 WING B II n 123 I^\�I� I °D PLA do ELEVS. SEE LOW WALLS "' I I 103 A II \ I I I DWG A13 RAISED ED LATFORM AJTILII I I BOOTHS II �' 4 3/8'DINING D i4'-1" 6'-5-3 1/25 1/213'-8' Inn -2 3/4"4-3 27 5 /" I II C10 �'—CRIISS BEAM ABOVE H4 I I I A15 A451AL LWWALL� WOOD FENCE HALL 11 B ENE T " RATED WALL o 0 111 I I I OW WALL STIFFENER POST I 5 -7 1 2 UL No.U301 6x6 WD POST - - - - - I LOW- A - - - - - - - I � � � E8 STORAGE \ 113 E4 LOW WALLS-- 122 ME \ I A15 STL COL W 40' 9 1/4" E4 LOW WALL II A14 I 113 5 1 I WD TRIM Lo NLR-P-4S . / / » n ABOVE SEE DET. C7/S3 II 5'-5" 7-2" \ 19'-2" 4'- I3'-9" 51/2" 18-1 /8 51/2 44-1 5/8 OA " 4'-2" 1'- " 5'-2" 1'-7" 4 3 1/2" II PITCH DUMPSTER i - 5 1/2' 3 1/2' I 113 .l 3 1/2 "' - - _, - SST ND EE ALONE BAR a, SLAB \ \ -� \ RAISED II 0O n PLATFORM AT II6" r "1--------- \ I BOOTHS CO2 FILL I \ \ o " �\ 6x6 WD. POSTS II R I " SOUND ao \ o � BOX ATTENUATION � LINE OF BAFFLE F � 0 1 2 I EMP I "i INSULATION BATT ABOVE I E10 E7 \ :� H8 M BYMPSTIVE VENDOR � ( I �, I A15 MECH. \ I LOWER COUNTERTOP I I L W WALL w/ CONC. FOR HANDICAP RB UNDER BAR c� H 11 p A14 - - - - - - (T02'-6") A10 E DET H1/A15 DI ING A A II °° R BAR II I DINING C 10 u10 BOLLARDS AZ 120 8,-2 3/4„ I LOW WALL110 N 104 00, M III I � II - sr-8 3 1 2" 9'-0' 5 1/2' 9'-0" 6' 10'-4" 1/2" 10'-8" 5 1 2" 26'-5' 5 1/2" 4-2 1/2" 5 1/2"- LOW WALL I OSS BEAM ABOVE II H1 UTILITY STIFFENER POST J �' N PLATFORM COOKING SEE DET. C7/S3 J II 0i DUMPSTER ABOVE DISH RO M 114 o " BY VENDOR 116 ( C10 SIM. M ABOVE LINE F BAFFLE ` II A15 /LINE " -� FOOD HOOD AB VE /// / SOFFITABOVE; LOW WALL LOW W 'n II 6x6 WD. POST (TREATED) " STIFFENER POST A PREP. *2 6 MTL. STUD NON SEE MEC I. / v SEE DET. C7/S3 - _ ° _ - - - - - II TIMBERS (SIZE VARIES - / S A F 117 COMBUSTIBLE WALL DRAWING ,�UND 119 STAFF CUBBY'S- S AND ALONE BAR - B10 5 1 2" I, LOW WALL STIFFENER POST II [V-ROUND SnIUECXTT.PQIST W� tEDIAOROPE I H10 SEE DETAIL F1 A15 / o f SEE DET. D1/A16 / 68 CAN WASH i / PI P A15 II A14 R SEE FOUNDATION \ �+ -DRESSING COUNTER- ` I I I 10 ri 5 1/2" 5'_4" 4'-3 1/2" �'-6 1/2 5-2 1/2" 5'=0"— PLA DWG S1 SEE DET. D1/A16 o LINE 0 B/� i C10 i LOW WA 5 1/2» II - - - - _ ABOVE 1 �5/� A15 "` co - - I� n ; STL COL W WD TRIM _ _ - 10 1 , 3'-10 1/2" O N N I 5 / _1» / - -MERCHANDISE w - 11 - - J i � CABINET SEE 4 4 n N F5 CONCH 124 VES IB LE 11 OW WALL DET. H9/A16 -�' A14 CURB �, 2HR. FlRE LOIN W. LL N TI ENER POST SALES COUNTER OPHY CASE 124 � . - - - - 'n 9'-5 1 RATED WALL. o SEE DET. C7/S3 SEE DET. E5/A1 `i SEE DET H5/A16 UL NO, U301 5 1/2" 5'-6 1 2" 5 1/2" 16'-q" 5 1/l- 12'- 7 1/2" 5 1 2T 10'-3' 5 1/2' II I I I I II o N 118 's S.S. CLOSURE ANGLEWAITHl ALL AROUND PER �., •j ` `n I I I I II = `o WOOD FENCE H4 A9 FF E F L MFTL FOOD PREP.1 # I I DINING E GIFT SHOP uj VESTIBULE H4 118 H4 / �„ 115 STA. Z `i' 106 101 10 100 I II II 0 ' o it � v A15 i' ;! 108 = o TEE SHIRT DISPLAY " a H4 SEE DET. D7 A16 " 4'_2" '-g" 4'-2' 20 -1 0 1 A4 0-1�-- _ _ ILI-i UL — '-_ (V _ -J a ' In 2'.-0" 8'_0" 26' 11 1/2" 3'-0" 4'-3 1/2" 4'_0" 4'-1 1/4' . 2'-0 3/4!' LUPFREEZER FLASHING PER BEER COOLER COOLER IiI III �— CROSS. BEAM ABOVE---,-_., Alo FREEZER/COOLE oMANUFACTURER 4 1/4" 19'-3 /4" 4" 9'-1 1/2" 4" 3/4';15" SLOPED WING WALL II ALARMED GATE HARDWARE SET II HW-14 Q, E8 A14SIM. I I A111 I I _ r I - - - JF PORC%i I I I I - - - - - - - i - - -IF 15.T2 -Y/4p -F - -fr I I - - I-12'-3111 /2» II - ql " 5'- 2 3/4• GA9F5 A14 , » 5 -0 WOOD , n 5 -0 r • 5 -0 r » 5 -0 r n 5 -0 H5 5,-0" r 5 -0" r n 5 -0 61/2" 5-2 3/4" II II II II II II II II II II II RAIAG - II 5 1/2' 11 II II II SEE 9ET H8/I411 II II II II II II II II ICI II II II II II II II II II II Il II II II II I) II 11 r 51,-0" — — — u u— u u— u u u 15 u u u 2 1 /4' U u— u U u 12'-3 1/2' 2'-5 1/2' 12'-4 3/4" 46'-0 1/4" 2 3/4" 42'-9 3/4' S 3/4' HS ro4 FLOOR PLAN, Al SCALE: 3/16" = 1'-0" T 1 2 3 4 5 8 7 1 8 19 10 LMHT Project No. 057HI5 THIS DRAWING IS THE PROPERTY THE ARCHIIEOT AND MAY NOT REPRODUCED OR USEU WITHOUT WRITTEN PERMISSION N M k u') �7 v' a) LIB v> m ul b 0 O . w "- w o A w l c� o ti a� � CL N c W L rs z c>Lo C5 o w .� Q' N Ll c3 Ic 1 to O cq C4 0 E O u- co � O i M u7 °� v c: L G c) c) U O r• 42_ U J X .w lL O WQNN 40 �0 ( A a b ~ 0 ~ d0)Cm (O `'� o Q c o C� O �Qtin V) FLOOR PLAN WALL LEGEND 2x WOOD STUDS 0 16"o.c. MIN= NON-COMBUSTIBLE WALL -- 5 1/2", 18 GA. METAL STUDS 0 16"o.c. W/ 1/2" GYP. BD. FROM SLAB TO ROOF DECK. DWg. Mmmmmm FREEZER/COOLER WALL SOUND ATTENUATION BATTS AROUND TOILET ROOMS Al 12 Z: \2005\05100\A1.dwg May 17, 2005-3;13pm ..,..._.--...-.�.-.-�.._..____.___. _. .... . �-...-.... «.�-..._---.-- 4 44 s•F.wF .. ._. ... . � . . ... ...:.......-:. -. �.-�..._........._�e.. r m+ '•�'P dam^'^" �._ 1 12 1. SEE DRAWING E-1 FOR LIGHT FIXTURE SCHEDULE CEILING LEGEND 1�1 PC PHOTOCELL v� TRACK LIGHT TC TIME CLOCK LC LIGHTING CONTACTOR EMERGENCY LIGHT NL NIGHT LIGHT. INDICATES FIXTURE IS UNS2'x4' FIXTURE EXIT SIGN -SINGLE SIDED 2'x4' FIXTURE ICI EXIT SIGN - DOUBLE SIDED (ARROW 2'x4' FIXTURE INDICATES DIRECTIONAL) 1'x4' FIXTURE ® WALL PACK UNDER COUNTER FIXTURE FAN (D PENDANT MOUNTED FIXTURE SUPPLY DIFFUSER (DIFFUSER SHOWN IS A THREE-WAY WITH ONE SIDE BLOCKED) 0 RECESSED CAN LIGHT F__1 RETURN AIR GRILLE WALL MOUNTED FIXTURE EXHAUST GRILLE C L_ TIE WIRES 024"O.C. TO ROOF TRUSS ABOVE —\ 2" MAIN SUPPORT CHANNELS 048" O.C. 1X3 024"O.C. CLG D 1x6 CHANNEL CUT RED CEDAR ROUGH SIDE OUT 1X2 ROUGH CUT / CEDAR TRIM WALL OR BAFFLE / ©ME IN { ulm SUSPEND ED WOOD E1 A2 SCALE: 1 1/2" = 1'-0" CEILING OIL CLG 12'-0" SUSP. ACOUST CLG ------- - - - - - I I I I I I I I I I i r-- WATER HEATERS -- SEE PLUMB. DWGS I I I I i I I I STUD WALL I I I I I I I I I I I 3/4" PLYWOOD - I I (PAINT) I I L------- - - - - -I T/2x6 7'-0" 5/8" GYP. BD 1x8 WD. TRIM (PAINT) 2x6 0 12" O.C. W/ MTL JOIST HANGER EA. END 2x6 LEDGER BEYOND .(EACH END) NAIL TO EACH WALL STUD W/ (4) 16d NAILS H1 UTILITY PLA A2 SCALE: 3/4" = 1'-0" H I I - I 1 Z: \2005\05100\A2.dwg May 18, 2005-1:08prn i TFORM 4 I 5 1 6 I- '-- 2X6 CLG. JOIST 0 16" O.C. —on 8 l- 9 H4 HEADER OVER BOT. 0 8'-0" DOOR W/ A11 CEDAR TRIM 10 RUN SODA PYTHON DOWN SLOPE OF CEILING AND ENCLOSE W/ BENT 5 V CRIMP COVER 1 .ICI■ _ �' `'" � ►:� ���L�� CI (�) • �� Cu> f Iww� I� I� I :3 •� II Ce�) •' � 7 ►,1 (I — U•,]'+i:i:v--.Ja"A 4-L1 .F:::-- •.U.:43;�i:ii,::oT�F:T:it± Yi::F.-::::::.i:f n4::. U•i:7• �� :ii..::-•-n:xu v,4c�ar. c.:��;..u:� �.. :.., :YY... .....-.. ,::...t... _...�x•.•ctva::a_____.. .: tus: uu _•S-•r. :__?.::r.•.iuv:::_._�:•�s:•.e.:9..e...::�c.:_••.yvet__..—_—c._ss.x�u..__.. 71 / /'1 /'1 , u , 1Cal coal I , • IR }. ►;: �' :'rr■�� ' • ter■■■��rr�: -- ':I `�I� � , 7r.•r .�{r�rrr,, r?i. ,nirr'� � ��� , PER HOOD - SEE r --:.:i.:.a?•a,.urrr ..- �f�� n -ia R .wr!Fo:::s:::.-:, -g ,tf;.:::.:;:_i..n�ihi?,:i...,_: �;.r;,(;,:;.r.�.a_' � (31• � I��rrl�'�I� I • ME"': `M %� �, :1. • BOT FA 08 oil � m ■ 11 / 1 e • � �' MAP - I , L�l■ El �■�. ,. c�i a� 9=� a ! � ♦ .ter I ■r�■�■� .—..�. _ _ _--- -- ---- .- ..... _.._. .....:... : It ::"L':::::::::S:iitltltltilllll 1 i - 1 - :::ltli::lli.l111t13 1 1 - -..... . -- -�--'--=-- -----.•••.•• - ------"- -'-:::: 1 .. • •• til n t.a................ ............l.I!l1181l.IHIIHIII .!!!HH! - . ............uaal ... i ilidtllltt....................l.l.!llSitt t iE. ..... �����,� SSttI3131t : ""•31'Illlt.... �������,•�„ii.11l.i. .:...... I�! �.. _ .......•. i.uu•.:......._:tu...........•......._ ti•:r:,., .....i;i 1 .Itiul:::::::: .:...................t...ttu:sre:......i 1 t St �! O • , !i • • . • l . 4 •, :! SI II •' �� • • E :Y II ` 77 =! 1 i. E7 7t t :57 ! �' .........__. ..•............. ... ................. .. ••••••••••••••••i• SItiY."".itiiiii7lttttltf7'S',....:....i'Stt:SSSiit7ff17111tSftlf:Si:7I:::::tNS:N:::S:iii:iiiii75tt7tliiltllIIIltlillllttlltlttltttlfi1H11itilt :::i'.ii... iiiiijiitifi:ii:i::::::::5::75:ifiii:i::: u u:7'. ""i•S7liiiii::� •::::::::7:i� Siiiif:ii:::::::::7..........f.IfiS::::................1...7IIi.i7.................S..S7I7u................ .5 :.... .......... . Fs REFLECTED CEILING PLAN, IA2 % SCALE: 3/16" = 1'-0" WALL LEGEND CROSS BEAM BOT. SEE DET. C11/A11 0 wt�� li j �•• :tollcat , ` •fttl� BM 0 o'-O" A HOOTS DAgK GRA T/WOOD BM 0 9'-4 3/4" - HOOTERS DARK GRAY 2x10 TRELLIS 0 24" o.c. - HOOTERS DARK GRAY O REFER TO FINISH SCHEDULE SHT A3. 2 HR FIRE SEPERATION WALL - U.L. # U-301 2x 0 16" o.c. W/ (2) LAYERS 5/8" TYPE "X" GYP. BD. BOTH SIDES FROM SLAB TO ROOF DECK NON-COMBUSTIBLE WALL - 6", 22 GA. METAL STUDS 0 16" ox. W/ 1 /2" CONC.. BACKER BD. BOTH SIDES FROM SLAB TO ROOF DECK. 24"x48" MTL CLG. PANEL CMTL PRE -FINISHED (FACTORY POWDERCOAT) LL 12 PLYWOOD SOFFIT - HOOTERS DARK GRAY CEDAR TRIM FASCIA - HOOTERS DARK GRAY CONT. 2" SOFFIT VENT SUSPENDED TV's - SEE DWG. AV-1 (TYP) HEADER OVER DOOR BOT. 0 8'-0" W/ CEDAR TRIM INDICATES EXTENTS OF LMHT Project No, 05100 i • ' THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION ' i OMi �A C i� Cn �, y N II� w G II[� z ° e ' w o] _.r W h :2E o X--M .a c N C a I OVERHEAD DOOR TRACKS COORDINATE MOUNTING OF LIGHTS/FANS/ETC. WITH ELEC - PROVIDE UNITSTRUT W) TRAPEZE AS DETAILED AND N AS REQUIRED. N CROSS BEAM BOT. 0 9'-8" p SEE DET. C11 /A11ti d> A � PLYWOOD SOFFIT - HOOTERS DARK CRAY 2x10 RAFTERS & BMS -- HOOTERS DARK GRAY D ___�'T Till] ll UL o ij O I re CEILING FINISHES CGPI 5/8' GYP BOARD/PAINTED SHERWIN WILLIAMS WHITE LATEX EGG SHELL CVCI 2'x4' VINYL CLAD GYP USG WHITE STIPPLE/2x4/DONN DXLA SUSPENSION CM ALUMINUM PREFINISHED USG WHITE WITHIN 184 OF HOOD EXPOSED WOOD TRUSSES, ROOF DECK, SHERWIN WILLIAMS BLACK 0.0 CWB AND RETURN AIR DUCTS LATEX FLAT WOOD PLANK CLG. FLAME CONTROL FIRE RETARDANT PAINT #130 C 1x6 CNANEL KIM RED CEDAR-SNWTH WE OUT OEXPOSED CDB SUPPLY AIR DUCTS AND SHERWIN WILLIAMS HOOTERS ORANGE DIFFUSERS CGV SLOPED EXPOSED MI ROOFING 5V CRIMP GALVALUM TM / FABPoCATION H 7WS1 WOOD TRIM FLAME CONTROL FIRE RETARDANT PAINT #130 2 3 4 5 6 7 8 9► 10 11 12 tj U- O w � {�...3 U v-- U_ n !••a!'i ^ rn�, o Lt.. W C7 I" rn ® o a °rn 0 0vo oo 0Qn�o REFLECTED CEILING PLAN DWg. n r 1 n r 1 d 1 5 I 6 7 INTERIOR FINISH SCHEDULE FLOOR s MATERIALAOCATION MANUFACTURER FINISH NAME & NO. rFSC STAINED CONCRETE LM SCOFIELD CHARCOAL BROWN FSW SIMULATED WOOD FLOORING MANNINGTON CORE PLANK 6X6 PORCELAN STONE DALTILE FRENCH QUARTER 3103 MARDI GRAS FCT EPDXY GROUT TEC SPECIALTY PRODUCTS EPDXY 1224 SMOKE 6X6 QUARRY TILE DALTILE-SURETREAD SERIES OQ81 RED FQT EPDXY GROUT TEC SPECIALTY PRODUCTS GREY _ SEALER AQUANIX, INC SEALER CHOICE 15 - GOLD FPT 6X6 PORCELAIN STONE DALTILE MOUNTAIN QUARRY 11 - ASHLAND EPDXY GROUT TEC SPECIALTY PRODUCTS GREY BASE 6" QUARRY TILE COVE BASE DALTILE-SURETREAD SERIES OQ81 RED - USE INSIDE & OUTSIDE CORNERS BQT PRODUCTS GREY - SEAL SAME AS FLOOR TILE EPDXY GROUT TEC SPECIALTY BW 1X6 RED CEDAR FLAME CONTROL FIRE RETARDANT PAINT 1130 82 S.S. COVE SCHLUTER DILEX -- HKS Wain OR WALLS "To- Es 6x6 CERAMIC WALL TILE DALTILE FRENCH QUARTER 3103 MARDI GRAS WT1 EPDXY #224 SMOKE GROUT TEC SPECIALTY PRODUCTS 4 1/4 x 4 1/4 GLAZED WALL TILE DALTILE DM7 - CHINESE RED WT2 GROUT TEC SPECIALTY PRODUCTS GREY GLAZED WALL TILE GROUT WGP1 GYP BOARD/PAINTED SHERWIN WILLIAMS EGGSHELL GP GYP BOARD/PAINTED SHERWIN WILLIAMS EGGSHELL WHITE GP GYP BOARD/PAINTED SHERWIN WILLIAMS EGGSHELL HOOTERS ORANGE �p FRP WHITE WWI WOOD VERT. 1Xa CHAWEL RUSTIC RED CEDAR -SMOOTH SIDE WT FLAME CONTROL FIRE RETARDANT PAINT j130 'S E BELOW HOOD TRIM/FABPoCATION WOOD TRIM FLAME CONTROL FIRE RETARDANT r PAINT #130 SPECIAL PAINT FORMULAS - SHERM WLLJ" HOOTERS ORANGE: Y16Y57 - EXTERIOR ACCENTS GLOSS - BASE - VIVID YELLOW (1 GAL.) - R4 RED - 4Y - WI WHITE - 16/32 HOOTERS LIGHT GRAY: A8OW51 - SUPER PAINT EXTERIOR FLAT - BASE - EXTRA WHITE (1 GAL) - Bt BLACK -.2Y 1/32 - L1 BLUE - 6/32 - R3 MAGENTA - 4/32 - Y3 GOLD - 1/32-1/64 HOOTERS DARK GRAY: ABOT54 - SUPER PAINT EXTERIOR FLAT - BASE - ULTRA DEEP (IGAL) - 81 BLACK - 4Y 44/32 - L1 BLUE - 40/32 - R3 MAROON - 4/32 - Y3 GOLD - 20/32 - Wl WHITE - 62/32 F INTERIOR FINISH SCHEDULE NOTES: 1, ALL KITCHEN AREAS SCHEDULED FOR FRP PANELS TO RECEIVE STAINLESS STEEL CORNER PROTECTORS AT ALL OUTSIDE CORNERS. -SEE DETAIL 2. DO NOT TAPE/MUD JOINTS BEHIND FRP (ONLY). 3. FOR ALL CEILING FINISHES SEE REFLECTED CEILING PLAN, DWG. A2 4- - - - - - INDICATES WALLS WITH 18" OF DENS-GLAS AT BOTTOM OF WALL EXCEPT WHERE NOTED - SEE DETAIL E1/A4. 5. SEE FOUNDATION PLAN FOR ALL FLOOR DRAINS, TRENCH DRAINS, ETC. & SLOPES TO DRAINS, WORK TILE FLOORS TO CONFORM TO THESE SLOPES, 6. PROVIDE SEALANT JOINT AT ALL INSIDE CORNERS OF TILE WAINSCOT IN LIEU OF GROUT JOINT (TYP.). H 7. (-6") SPOT ELEVATION TO TOP OF PAVEMENT/SIDEWALK, BELOW TOP OF MAIN BLDG. SLAB. 8. G.C. SHALL FLOOD SLAB TO CHECK FOR FLOW TO DRAINS. FILL LOW AREAS TO DRAIN PRIOR TO INSTALLING FLOOR TILE. 9. PROVIDE SHOE MOULD AT BASE TO MATCH FLOOR 1 Z: \2005\05100\A3.dwg May 18, 2005--1:07pm 2 I 3 QE O PITCH SLAB 0 CONIC. SLAB 0 0 CONC. CAN WASH ALUM. THRESHOLD SEE DET H1/A4—� CONC SLAB PITCH SLAB CONC. PAD UNDER F/C SET LEVEL FLOOR FINISH LEGEND + FQT \/001 FPT FCT Fsw WALK OFF GRID MAT �. r VINYL INSERT CUSTiION H 5 GRATE MAT A3 SCALE: FULL SCALE 4 1 5 18 TILE BOND COAT co 0 �1 10 0 PROVIDE S.S. CORNER GUARD ALL ALL FRP FINISHED CORNERS E TRANSITION 12 LMHT Project No. 05100 THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE III REPRODUCED OR USED WITHOUT HIS j WRITTEN PERMISSION L n cr) 44 �1 C� Lo U" cam► � W om a,ul y X--+ a. ® o w W 0 � L7 � " Z r � W v r2 _ °- n O oaL' f Q N in B 4 D m 0 •r • F LL FRP O 30 S.S. CORNER GUARDS 148 ci °' c G,...►, U v .-- ATTACH W/#10 x 1 1/2" S.S 1` 4)o SCREWS 0 18"' o.c. VERTICALLY � M M v (STAGGER OPPOSITE SIDES) (f,� A� �i✓ LL_ C O XMC7 w< N N O 0 " 4> r- v Lo 00 ® 0 vtr)- - 0) m now 0 © 0 — 000 00 ], r. r. T.n V) .- a r• r• FLOORING + INTERIOR FINISH SCHEDULE STOP TILE BASE 0 SEALAN I ANGLE & FILL JOIN T W/SEALANT H Dwg. c11 S.S CORNER GUARD A3 SCALE: NOT TO SCALE 12 8 7 8 9 10 Al2 1 2 3 4 5 3/4" HARDCOAT STUCCO 5 1/2" BATT INSUL. DOOR SCHEDULE 1/2" GYP. BD. WITH METAL FURRING LATH OR PLYWOOD BLDG WRAP 1/2" GYP. BD. DQQj FRAME 1/2" 05B SHEATHING _ _ _ IAMB SILL REMARKS z�- NO. DOOR SIZE (W x H x T) TYPE MATERIAL FINISH HDWRE TYPE MATERIAL- FINISH WALL FINISH AS PER SEALANT AT JAMBS ONLY s� �I s - � � � •` WALL FINISH AS PER 100 2 3'-0" x T--O" x 1 3/4" D-1 ALUM. &GLASS CLR. HW-1 F-2 ALUM. E10/Al2 H1 /A4 GLAZE WITH TEMPERED GLASS INTERIOR ELEVATION s i i t i i i - B1 A4 - GLAZE WITH TEMPERED GLASS DRIP FLASHING , i i , INTERIOR ELEVATIONS 101 3'-0" x 7'-0" x 1 3/4" D-lA ALUM. & GLASS CLR. HW-4 F-3 ALUM. / A 2x4 OR 2x6 STUDWALL ® HEAD ONLY - - USE 2x6 JACK STUDS CAD JAMB 102 (2) 3'-0" x 7'--0" x 1 3/4" D-1 ALUM. & GLASS CLR. HW-5 F-2 ALUM. GLAZE WITH TEMPERED GLASS A - SEALANT BOTH SIDES) lx6 CEDAR TRIM s � � ► � (3) 2x8 W/ PLYWOOD SPACERS c� HEAD » - E10/Al2 H1/A4 GLAZE WITH TEMPERED GLASS ( 105 3'-0" x 7 ,0 x 1 3/4 D-1A ALUM. &GLASS CLR. HW-6 F-3 ALUM. r r I I 106 3'-0" x 7'-0" x 1 3/4" D-lA ALUM. & GLASS CLR. HW-2 F-3 ALUM. E10/Al2 H1/A4 GLAZE WITH TEMPERED GLASS HM PAINT B1/A4 ` BACKER ROD &SEALANT SEALANT (BOTH SIDES) 112 3'-0" x T-0" x 1 3/4" D-4 SOLID CORE WOOD PAINT HW_7 F-1 _ —� s s slillic112A 3'-b" x 5'-0" x 1 3/4" D-5 SOLID CORE WOOD PAINT 61 A4 \ ! ,I I' ' HW-3 F-4 HM PAINT / - 1�` 112E 2'-0" x 5'-0" x 1 3/4" D-5 SOLID CORE WOOD PAINT HW-3 F_4 HM PAINT B1/A4 M112C 2'-0" x 5'-0" x 1 3/4" D-5 SOLID CORE WOOD PAINT HW_3 F-4 HM PAINT 61/A4 = 113 3'-0" x 7'-0" x 1 3/4" D-4 SOLID CORE WOOD PAINT HW-7 F-1 HM PAINT B1/A4 ALUM. OVERHEAD RAIN _ - DRIP - COLOR TO MATCH » " " HW-3 F-4 HM PAINT 61/A4 DOOR FRAME (AT HEAD 113A 3 --0 x 5 -0 x 1 3/4 D-5 SOLID CORE WOOD PAINT _ - HOLLOW METAL CONDITION) HOLLOW METAL 117 3'-B" x 7'-0" x 1 3/4" D-2 HOLLOW METAL PAINT HW-8 F-1 HM PAINT 81/A4 - 1 1/2 HOUR FIRE RATED DOOR & FRAME FRAME 118 3'-0" x 7'-0" x 1 3/4" D-6 WOOD PAINT HW-13 F-1 HM PAINT B1/A4 DUTCH p00R 7- 3/4" 0 2x6 STUDWALL FRAME » HW_3 F-1 HM PAINT 61/A4 - - ADJUSTABLE ANCHORS 7 3/4 ADJUSTABLE ANCHORS 119 3*-0" x 7'-0" x 1 3/4 D-3 WOOD PAINT 5--3/4" ® 2x4 STUDWALL (3 PER JAMB) B1/A4 - 1 1 2 HOUR. FIRE RATED DOOR &FRAME (3 PER JAMB) 120 3'-0 x T--O x 1 3/4 D-2 HOLLOW METAL PAINT HW-g F-1 HM PAINT B HW-12 F-1 HM PAINT B1/A4 - 1 1/2 HOUR FIRE RATED DOOR &FRAME '�HEADNAMB DETAILHEADNAMB DETAIL 121 3'-b" x T-0" x 1 3/4" D-3 HOLLOW METAL PAINT H.M■ H.M. 123 3'-0" x 7'-0" x 1 3/4" D--3 WOOD PAINT HW-10 F-1 HM PAINT 61/A4 11 F-1 HM PAINT B4/A4 H1 /A4 B1 AT INTERIOR STUDWALL 64 AT EXTERIOR STUDWALL ,24 3'-8" x T- 0" x 1 3/4" D-2 HOLLOW METAL PAINT HW-- _ A4 SCALE: 3" = 1'-O" A4, SCALE: 3" HEADER- SEE VERT. lx8 CHANNEL RUSTIC STRUCT. DWGS. - -- WESTERN RED CEDAR - O - SMOOTH SIDE OUT _ - 1 /2" OSB --- 1X2 CEDAR TRIM C CEDARMILL HARDIPLANK O O O O o O LAP SIDING NOTES: SEE SPEC. SECTION 08418 FOR ALUM. STOREFRONT HARDWARE FLASHING SEE SPEC. SECTION 08705 FOR WOOD & H.M. DOOR HARDWARE .. 1x6 CEDAR TRIM BOARD 1/2" DENS -GLASS (18" HIGH) TYVEK BUILDING PAPER FRP OSB FRP "J" TRIM — "LATICRETE 9235 SYSTEM" UP 12" ON WALLS & OUT lx6 CEDAR TRIM 6" ON SLAB ALL WALLS AROUND THESE AREAS: KITCHEN AREAS SEALANT TOILET ROOMS TRACK PER MFR : DOOR ELEVATIONS TILE COVE BASE— �' "LATICRETE 9235 SYSTEM" UP 48" ON WALLS & OUT B/HEADER �_ 8, 0„ 6" ON SLAB ALL WALLS AROUND THESE AREAS: COMPLETELY ADHEAR DISHWASH AREA D BASE TO WALL USING ' FULLY BUTTERED BACKS---,,,� '; lx CEDAR TRIM INSUL D . ALUM & GLASS GARAGE DOOR PEMKO PERIMETER GASKET ALL AROUND TILE FLOORING NOTE: 1. THIS DETAIL SHALL BE. USED WHERE FLOORING PL,,N t - #303APK (INSTALL AFTER DOOR FOR CONCEALED DOUR VIEWER - DOOR 117 ONLY - » "'::, • (DWG. A3) INDICATES WET TIGHT FIT) EXTENSION BOLT ALUM. » ALUM. _ " 3'-0' 3 —0 _ WALLS WITH--_-_--.�-�0 STOREFRONT - 3'_0 1- --t 3 U }- PANELS-- TOP & BOTT. STOREFRONT LINE. » 2. TILE BASE MUST BE �� ' S/S KICKP4.ATE DUTCH (SEE SPEC) 3/4" HALF W0010" Q HOLD BACKER BD. INSTALLED PRIOR TO FRS'. , DOOR 124 ONLY o l ROUND SHELF A' 1/2" OFF SLAB � - • a O C? _ CV e r_ I9 I r L.HM_ i o - - n L0 r_ r! in SC A : SC. WOOD WOOD 2 . 2 T WALL BASE DETRAISED =1 WE-1 I TEMPERED D-1A TEMPERED D-2 D-3 D- PANELS D-5 D-6 E - BRASS KICK GLASS GLASS PLATE BOTH E A4 SCALE: 6" = 1'-0" SIDES E4 GARAGE DOOR HEAD, A4 SCALE: 3" FRAME ELEV 2x6 STUDWALL (2) KING STUDS 5 1/2" BATT (2) JACK STUDS 3'-0" 2" 3'-0" 2" INSULATION 2" 4'-0" 2" 2" 6'-0" 2" 3'-0" 2" " F VAPOR BARRIER F 1/2' OSB VERT. l x8 CHANNEL RUSTIC TYVEK BUILDING PAPER WESTERN RED CEDAR - CEDARMILL HARDIPLANK LAP SIDING H.M.—� SMOOTH SIDE OUT M.M-� o ALUM. o ALUM. o n °j SEALANT lx6 TRIM BOARD FLOOR FTRIM PLANK - o GARAGE DOOR F-3 F-1 F-2 HOLD 6" OFF FINISH F4 SIDEWALK SLAB E' SLOPE AWAY x WEATHERSTRIPPING TRACK AND J ' FLOOR ( ATTACHMENT FROM BLDG.) < PER MFR. (mmm mun ' ALUMINUM THRESHOLD CN FLOOR FINISH GARAGE DOOR ELEVATION a Q► 4 4 4 I I 8#-0» Q Q INSUL. ALUM &� SECTIONAL OVERHEAD GLASS GARAGE 1 x CEDAR TRIM E4 4 Q DOOR PEMKO PERIMETER z A4 GARAGE DOOR 4 w a ` GASKET ALL AROUND Q . - #303APK (INSTALL o #4 x 2'-0" LONG ® AFTER DOOR FOR G 0 12" o.c. -CENTERED TIGHT FIT) 00I o ON DOOR BLDG. SLAB 00 H4 A4 TEMPERED INSULATING GLASS INSUL. ALUM. FRAME EXTERIOR DOOR H4 GARAG OOR JAMB #314C DOOR BOTTOM H Hl SILLA #3,4CN H " = °" SCALE: 3" = 1'-0" O A4 'SCALE: 31-0 A4 1 2 4 5 6 7. 8 9 10 1 Z: \2005\05100\A4.dwg May 17, 2005-3: 48pm LMHT Project No. 051.00 ]HIS DRAWING IS ME PROPERTY OF ME ARCHITECT AND MAY NOT OE REPRODUCED OR U5E1) WHOOT HIS WRITTEN PERMISSION C w- rn LOLO �] a' cr► a � X CL v b w w Z � W 3 � C: CV c a o Q ro E o o -E o � a N� o �f m _d' J U- O 4— (J) G °d U �,.,. U ® ID mm M v- d) N M 0 O w 0 L r' •C .- C) F- O 4O r a+ CD L0 ®`n vcao to :or°°Q�rn. r- DOOR SCHEDULE + DETAILS Dwg. - A I r❑ 1 A F H SCUPPER AND 2 4 SLOPE WING WALL BEYOND 4"0 D 5 C 8 ('67-` FRONT ELEVATION A5SCALE: one _ V-0 27' 0 i�oE= or-I E �/ --J . � Al2 . • 26 9 Cl AD LINE OF ROOF H5 A9 56 G 1A l PARAAP,E—T T PARAPET O 21,-4 Y 21'-4" _ .. • _ter GFIXTURE BUHT 17 Al 5B U > S 0 T pWN P 14 E 11 Q -,- LADDER • ' :. FRE ZER� COOLER /� -_-- . .. BEYOND- :FEN�E��� Nt •. T. 11 H R U N ' att E 7e 5 Eh ®'COOL'Ef� M TF i48 Al'- I•' I l �l . D 6 I So)AB 7/r LJ FT t 4"0 DOWNSPOUT 4"0 DOWNSPOUT SA -a to 7E 0' TREATED WOOD POST AND RAILING E 7e Fa LEFT SIDE ELEVATION A5 J SCALE: 3n6--o [Ti] T/PARAPET -& 27'-0" IV T/PARAPET jk- 21'-4" FLASHING 11 1 _. s 12 GENERAL NOTES L i. BLDG. SIGNS ARE SHOWN FOR AN D NDPACEMENT LOCATIO N ONL Y. EXAC T SIG NS, SIZ E AND NU MBER SHALL BE PER SEPARATE REQUIRED PERMIT SUBMITTAL APPROVAL. EXTERIOR FINISH SCHEDULE MATERIAL - 16F COLOR MATERIAL. VARIES 1 - HARDCOAT STUCCO 2 - CEDAR CORNICE 3 - PREFINISHED ALUMINUM STOREFRONT SYSTEM (*) = TEMPERED GLASS 4 - PAINTED HOLLOW METAL DOORS & FRAMES 5 - 1X CEDAR TRIM 6 - ALUM. .& GLASS OVERHEAD SECTIONAL DOOR 7 - METAL, GUTTERS & DOWNSPOUTS 8 - SIERRA 8" HARDIPANEL. VERTICAL SIDING 9 - SIGN PER MFR. 10 - EXPOSED FREEZER / COOLER 11 - METAL ROOFING - GALVELUM 5V CRIMP. 12 - METAL COPING 13 - DECORATIVE LIGHTING (SEE ELEC.) 14 - WOOD 15 - NOT USED 16 - FEROUS METALS - BOLLARDS, LADDER, GATE POSTS 17 - L.E.D BAND , o - - A - HOOTER'S LIGHT GRAY B - HOOTER'S DARK GRAY C - HOOTER'S ORANGE D - NATURAL ANODIZED ALUMINUM (DISTRESSED) E - GALVANIZED (DISTRESSED) LMHT Pro' ct No. 05100 THIS DRAVANO 15 THE FROPERTY OF THE ARCHITECT AND MAY NOT BE: REPRODUCED OR USED VATHM HIS WRITTEN PERMISSION in Ln tn CO LaJ Cif C" Y 1 a x o n. v W z � z is ...ti.l� ul N C c 2 o �w W �� c `C v ®' f•- E 1--� ]Et v C c� - 00 NG o B C MOO W) v N _J L It O U- E 0 0 r'� 4L O m 0 V •- U ® y" N In 1U x c rn w q) M ° X O t w Oc ►_ — C) In rn ~ d O v- a. m a'Q�n LO to = r- EXTERIOR ELEVATIONS 2 r" = m 1 1- 1 2 3 Z: \2005\05100\A5.dwg May 18, 2005-1: 24pm 4 5 C 7 8 9 10 IN Al ■ CI M ■ IEI IF 1 3 1 4 I 5 1 6 I 7_ 1 8 1 9 I 10 BALIGHT FIXTURE y FIXW 0 DOOR HEAYC I /r cal RIGHT SIDE ELEVATION A J SCALE: 3n6"_l-a to 56 Hi 17C A10 ^' . • . 8X12 :SCUP? fZ; 8t •COI,LE OR:; : ' .: ', .UNE OF - E-.DET"H4/. ME-1 ,7E- . :BOX: SE /P .�.;•. _ ROOF . - © : .5.X5 DRAINSROUT, iE _ o:. '� u :MP.' tot HA : W • WEATHI=R.'CAP •/ LINE., OF, :pUMPSTER , ENCLOSURE-• - SEE; .. LEV. •H/A6 BELOW 124 %% • • • .. \ GAS METER SEE 02 FILL BOX FOR C/T CABINET PLUMB. DRAWINGS PER VENDOR SEE ELEC. DRAWINGS K E2 REAR ELEVATION A6 SCALE: 3/16" = 1'-O" L6 �= II T PARAPET jJkL t7c 27'-0" T ARAPET 21'-4" Mel 12A 519 1A _-l5 H1 :' • PAINT. F/C TO FENCE - SEE MATCH SIDING DET. F5/ A14 �I r r T SLAB , 10A 7, E 4 0 DOWNSPOUTQ T/PARAPET h 21'-4" IV Et Al2r SCUPPER AND DOWNSPOUT AA ■ T/FENCE 81-6" GENERAL NOTES 1. BLDG. SIGNS ARE SHOWN FOR DESIGN AND PLACEMENT LOCATION ONLY. EXACT SIGNS, SIZE AND NUMBER SHALL BE PER SEPARATE REQUIRED PERMIT SUBMITTAL APPROVAL. EXTERIOR FINISH- SCHEDULE MATERIAL P1sF -COLOR MATERIAL. *� VARIES 1 - HARDCOAT STUCCO 2 - CEDAR CORNICE 3 - PREFINISHED ALUMINUM STOREFRONT SYSTEM (*) = TEMPERED GLASS 4 - PAINTED HOLLOW METAL DOORS & FRAMES 5 - 1X CEDAR TRIM 6 - ALUM. & GLASS OVERHEAD SECTIONAL DOOR 7 - METAL, GUTTERS & DOWNSPOUTS 8 - SIERRA 8" HARDIPANEL VERTICAL SIDING 9 - SIGN PER MFR. 10 - EXPOSED FREEZER / COOLER 11 - METAL ROOFING - GALVELUM 5V CRIMP, 12 - METAL COPING 13 - DECORATIVE LIGHTING (SEE ELEC.) 14 - WOOD 15 - NOT USED 16 - FEROUS METALS - BOLLARDS, LADDER, GATE POSTS 17 - L,E.D BAND W e - �-w A - HOOTER'S LIGHT GRAY B - HOOTER'S DARK GRAY C - HOOTER'S ORANGE D - NATURAL ANODIZED ALUMINUM (DISTRESSED) E - GALVANIZED (DISTRESSED) u 12 LMHT Project No. 05100 _. THIS DRAWING THE IS THE PROPERTY OF ARCHITECT AND MAY NOT BE REPRODUCED OR USED VAIHOUT NIS WRITTEN PERMISSION cn Lo10 c" CD �C -w ul a G 0.0 o .w r- W z_ c o 3 OL ri a b .0 O T m J m E NL � LL Q O H N8 o B c u- E c Orr SUS I G H LL O 0i a� V L C O � U � XM04 LA-® W O `t 0 -2 a ® O F- W ~ Cj U) 00 ® 0 4- 4- m ul C] a O v 8 00 000 oo Ln N EXTERIOR ELEVATIONS Dwg. AV Z: \2005\051 00\A6. dw9 May 16, 2005-1: 25pm i n 1 Am =o� `u cvnncrn RV OQ UAV AAT1 Rnnr7 ELEVATION B2 SCALE: 3/16" = 1'-0" ELEVATION ®2 SCALE: 3/16" \-- LOW WALL ELEVATION F2 SCALE: 3/16" = 1'-0" PAINTED GYP BD, BEHIND T-SHIRT CABINET (SEE DET D7/A16) n A IAI•rCn nvo tar LOW WALL SALES 0 COUNTER SEE DET. E5/A17 A/V CABINET BY LOW WALL ew VENDOR - SEE DWG. D7/A16. ELEVATION H1. —ELEVATION H2. SCALE: 3/16" = 1'-0" SCALE: 3/16" .o a DO I _.. SEE DET, H1O/A15 PLATFORM MERCHANDISECABINET SEE DET. H9/A16 - 1x4 BAFFLE TRIM SALES COUNTS SE DET. H Al/ `— LOW WALL ELEVATION H4 SCALE: 3/16" = 1'-0" 8 1 � ® ELEVATION B8 SCALE: 3/16" = 1'-0" cvnncrn R\l r RIAAP AATI ROOF "- `-1 x4 TRIM t, l Yr) ►.ELEVATION D8 SCALE: 3/16" e ELEVATION F6 SCALE: 3/16" = 1'-0" L-vry rrr\L-L- - - ELEVATION H5 ' SCALE, 3/16" = 1'-0" 0 ■ 1 Dl /A16 —010"�j GP PAINTEC SHELVING SEE DET. D1 /A16 42"x72" MIRROR cP PAINTED GYP BD. � cV eQT COVED QUARRY TILE �, I D1/A16-"� "" ELEVATION B10 SCALE: 3/8" 0 I PAINTED GYP BD. � ELEVA--ION O11 SCALE: 3/16" = 1'-0" 8QT QUARRY TILE BASE ®ELEVATION D9 SCALE: 3/16" = 1'-0" �I ?E CAB'S. (EXPOSED WALL) (EY FLAN SCALE: 1 /16" = 1'-0" 10 u U a ELEVATION F11 SCALE: 3/16" 11 12 LMHT Project No. 05100 TIIIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPROOVCED OR USED WITHOUT HIS WRITTEN PERMISSION N � A co LRA CID cr) Ln D' C' 0 W W w z_ =3I, u x--� z w � rr, u, I~ a cv c W +C_ LO 'tea Ii N N A n 67 �0 IF • y u- 0 c ca G G Q cV N VAT dCJ L� I 0 L ` - () U7 C C7 c L0 d v 0 0 to INMRIOR S-EVAMNS 1 Z: \2005\05100\A7.dwg May 17, 2005-8: 02Pm ■ ■ 1 "T. 0 n� I E I :Elm I HI 2 ELEVATION B2 SCALE: 1/4" 1'-O" 3 4 RP P 120 11ELEVATION D2 SCALE: 1/4" = 1'-0" ELEVATION E2 SCALE: 1/4* = 1'-0" i • lid!lrlil�_�4fi11�®�wr1.�_�r����ir���� � ���! 1 Z: \2005\05100\A8.dwg May 18, 2005-11: 07am .ELEVATION G2 SCALE: 1/4" = 1'-O" 5 I I711 IN )RM ;T. ELEVATION D4 SCALE: 1/4" = 1'-0" RP 0 Li Li, • • • • .. ELEVATION E4 SCALE: 1/4" = 1'-0" 8 1 9 0 0 ;OO,LER )OOR BIER COO R 11 DOOR 1 \ \ \ ELEVATION B7 SCALE: 1/4" = 1'-0" ELEVATION D7 VENDOR SCALE: 1/4" V-0" .ELEVATION G4 ® ELEVATION G6 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 2 3 4 5 6 7 ELEVATION E7 SCALE: 1/4" 5CA w - r w 11 ALL KITCHEN WALLS TO RECEIVE 1 /2" CDX PLYWOOD UNDER FRP & S.S. UNLESS OTHERWISE NOTED (FIRST 18" SHALL BE DENSGLASS) L E. 3/32 - 1 -0 8 9 10 12 12 0 LMHT Project No. 05100 1HIS DRAWING IS IHE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED VAIHOUT HIS WRITTEN PERMISSION K) cr) 0)0) c N Z G Z y- t W 3 " +y D N c W ti .--� z :x E o U � q O -E ;h Q N® o D AC ® u- E I—= tco � O 0 co up 89 LL ® I� rr� °' c n Q) -q-t O w + o �0 1 1 ® '- F— Q ~ 0) ° vi ® Lc) ~ rC] L7 ® ?0 o � n Ln cn a t r KITCHEN ELEVATIONS H Dwg. Ab 12 12 0 LMHT Project No. 05100 1HIS DRAWING IS IHE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED VAIHOUT HIS WRITTEN PERMISSION K) cr) 0)0) c N Z G Z y- t W 3 " +y D N c W ti .--� z :x E o U � q O -E ;h Q N® o D AC ® u- E I—= tco � O 0 co up 89 LL ® I� rr� °' c n Q) -q-t O w + o �0 1 1 ® '- F— Q ~ 0) ° vi ® Lc) ~ rC] L7 ® ?0 o � n Ln cn a t r KITCHEN ELEVATIONS H Dwg. Ab D AC ® u- E I—= tco � O 0 co up 89 LL ® I� rr� °' c n Q) -q-t O w + o �0 1 1 ® '- F— Q ~ 0) ° vi ® Lc) ~ rC] L7 ® ?0 o � n Ln cn a t r KITCHEN ELEVATIONS H Dwg. Ab LL ® I� rr� °' c n Q) -q-t O w + o �0 1 1 ® '- F— Q ~ 0) ° vi ® Lc) ~ rC] L7 ® ?0 o � n Ln cn a t r KITCHEN ELEVATIONS H Dwg. Ab kI � 2 3 MTL. COPING - 9� - �-. T/ FRAMING 2 1/2' 21 -4" 0 WRAP RAIL AROUND TO STANLEY #915 BACK SIDE OF PARAPET HASP (3 1/2" CEDAR CORNICE WALL 0 FASTEN TO WALL LONG) W/ 1/2"0 GALV. LAG 8 BOLTS EXPANDED 1 x CEDAR TRIM ON FACE METAL OF OPNG SCREEN GATE- 7/8" 0 RUNG STRIP MEMBRANE FLASHING 0 1'-O" O.C. 4 3" RIGID INSUL. (R-18.5 MIN.) ROOF MEMBRANE rB MTL. EDGE FLASHING Al el 1 x(> CEDAR TRIM VARIES 3/4" T&G CDX PLYWOOD ROOF DECK -SIMPSON H1 0 EACH TRUSS -DOUBLE 2x6 TOP PLATES -2x6 STUDS 0 16" O.C. -2x4 WALL BRACE 0 32" o.c. 3/4" HARDCOAT STUCC@ x WITH METAL LATH • 5 1/2" BATT INSULATION (R-19) TYVEK BLDG. WRAP • J VAPOR BARRIER 1/2" GYP. BD, 1/2" OSB 2x6 FIRE STOP AT CLG OR 0 10'-0" �i • MAX CLG o AS PER PLAN O • E V) �5 I • va FOR LADDER INFO SEE DET. B4/A9--/ BLKG FOR LADDER SUPPORTS HINGE 1 �- -_� SEE DET. B4/A9 I`r�= EXPANDED METAL SCREEN GATE & SIDE HINGE' I'Cl= DUMPSTER PAD SLAB FLASHING Q ° a a H H l WALL SECTION A9 SCALE: 3/4" = 1' r 4 R19 BATT INSULATION —1/2" GYP. BD. — 2x6 0 16"o.c. STUD WALL HORIZ. 2x6 BLKG. ABOVE 2x8 VERT. — 2x8 BLKG. FOR — VAPOR BARRIER BRACKET ATTACHMENTS 2 1/2" x 1/2" BENT PLATE — BRACKETS - (5) PER RAIL EQUALLY SPACED Hl A9 � 21-0" NOTE: ALL LADDER MTL. SHALL BE SHOP PRIMED AND PAINTED IN FIELD ROOF LADDER DETA SCALE: 1 1/2" = 1'-0" 2x6 STUDS 0 16" o.c. R19 BATT INSULATION VAPOR BARRIER 1/2" GYP BD. WALL FINISH. - SEE INTERIOR ELEV'S BASE - SEE INTERIOR ELEV'S FLOORING - SEE FLOORING PLAN T/ SLAB 0"-0" 4" CONC. SLAB VAPOR BARRIER 4" COMPACTED GRANULAR BASE 1/2" EXP. JT. W/ FILLER & SEALANT COMPACTED BACKFILL OR UNDISTURBED SOIL FOUNDATION - SEE DETAIL E10/S3 ROOF LADDER h 1 4 1 d 3/4" HARDCOAT STUCCO WITH METAL LATH Cl A1: MTL. COPING - 1/2' OSB TYVEK BLDG. WRAP 3/4 HARDCOAT STUCCO WITF METAL FURRING LATH SEALANT (TYP.) 1 x6 VERT. CEDAR TRIM 5/8"0 THRU BOLTS CEDAR CORNICE SIDE RAIL - 2"x1 /2" HEAVY DUTY HINGE STANLEY #CB1920 (3 REQ.) EXPANDED METAL SCREEN WELDED TO INSIDE OF 1"x 1/2- x 1 /8" CHANNEL ALL SIMPSON HI CLIP SIDES 0 EA. STUD -- IL 3/4" HARDCOAT STUCCO WITH METAL LATH TYVEK BLDG. WRAP 1/2" OSB FENCE - SEE DET. F5/A14 T/ FRAMING 21 -4 MEMBRANE FLASHING UP AND OVER TOP OF PARAPET 1/2- 056 PARAPET BRACE - SEE STRUCTURAL DRAWINGS ROOF MEMBRANE 3" RIGID INSUL, (R-18.5 MIN.) i T/ TRUSS - VARIES - 3/4" T&G CDX PLYWOOD -2x6 F OOF TRUSS 0 32' o.c. - 2x6 FIRE STOP - NAIL END TRUSS TO STUDS W/ (3)16"d NAIL INTO TOP & BOT T/DBL. PLATE CHORDS 14'-4 1/2" - 2x6 STUDS 0 16" O.C. - DOUBLE 2x6 TOP PLATES - 2x4 WALL BRACE 0 32" a.c. BRACE 12'-0" R-19 BATT INSULATION = VAPOR BARRIER - 1/2" GYP. BD. - 2x6 FIRE STOP AT CLG. OR 0 10'-0" MAX. CLG 9'-0" ■n •A C1 MTL. COPING --� T/ FRAMING 21 -4 MEMBRANE FLASHING UP AND OVER TOP OF PARAPET CEDAR CORNICE �— 1/2" OSB PARAPET BRACE - SEE STRUCTURAL DRAWINGS x ROOF MEMBRANE 3" RIGID INSUL. (R-18.5 MIN.) SIMPSON HI CLIP 0 EA. STUD — LMHT Project No, 05100 THIS VRAWN0 IS THE PROPERTY OF THE ARCHITECT AND MAY NOT UE REPRODUCED OR USED NATNOVT HIS WRITTEN PERMISSION nte) rn l� Lo rn a) rnrn to 0 w w Z s � Z W 3 ul °` n Z� h- c N cl b w2 C> o o Q N m q T/ TRUSS i%1_ -- - __. - VARIES 3/4" T&G CDX PLYWOOD 2x6 ROOF TRUSS C ®32" o.c. 2x6 FIRE STOP NAIL END TRUSS TO STUDS W/ (3)16°d NAIL INTO TOP & BOT T/DBL. PLATE HORDS 14'-4 1/2" \--- 2x6 STUDS 0 16" O.C. KD DOUBLE 2x6 TOP PLATES 2x4 WALL BRACE 0 32" o.c. 3/4" HARDCOAT STUCCO WITH METAL LATH - BRACE L� 12'-0" J R-19 BATT INSULATION 1 VAPOR BARRIER TYVEK BLDG. WRAP ��— 1/2" GYP. BD. 2x6 FIRE STOP AT 1/2" OSB CLG OR ® 10'-0" MAX CLG �1— I AS PER PLAN MA V 5 1/2" 6" 9'-6" p VERIFY W/ EA. SUPPLIER �00® PREP #� j WOMEN 115 112 COOLER - D F/C - 2x6 STUDS 0 16" o.c. � 2x6 STUDS 0 16" O.C. R-19 BATT INSULATION R-19 BATT INSULATION cl— VAPOR BARRIER VAPOR BARRIER ANGLE PER - G 1/2" GYP BD. -. 1/2" GYP BD, F/C MFR WALL FINISH - SEE INTERIOR ELEV'S H1 ' (� WALL FINISH -SEE INTERIOR ELEV'S Ca BASE - SEE INTERIOR ELEV'S G-, Al2 BASE - SEE INTERIOR ELEV'S C FLOORING -SEE FLOORING PLAN FLOORING -SEE FLOORING PLAN FLASHING gk T/ SLAB T/ SLAB 0"-0" r ° — 0"-0" wq .. .d 4" CONC, SLAB- 4 " . •� �-' • . ' • ° ':.. 4 ' • �` ` I I- \ CONC. SLAB �b SIDEWALK OR VAPOR BARRIER �, `--VAPOR BARRIER 4 ' ' LANDSCAPING - \ a • �i ° 9" `4 4" COMPACTED GRANULAR BASE SEE CIVIL DWGS 4" COMPACTED GRANULAR BASE ° TURNED DOWN SLAB WINGS 1/2" EXP. JT. W/ FILLER & SEALANT ° - `\ 1/2" EXP. JT. W/ FILLER & SEALANT SEE STRUCT. DRA -�-~---�,-.: COMPACTED BACKFILL OR UNDISTURBED SOIL )�V \� — COMPACTED BACKFILL OR UNDISTURBED SOIL r FOUNDATION -SEE FOUNDATION - SEE DETAIL E10/S3 DETAIL E10 S3 H O SIDEWALL SECTION, ("H_5 SIDEWALL SECTION SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" A9 A9 5 6 7 g g 10 11 12 Q m • M LL O � 0 r I- � rno, o 0 c ® WQNN ® oro "�o L F- 0 ~ drnrn O Q o , o0c) O X �¢H� Lo 0 WALL SECTIONS + DETAILS DW9. Z: \2005\05100\A9.dwg May 17, 2005-7: 54pm I A E 0 1 2 3 MTL. COPING / T/ FRAMING CEDAR CORNICE - 21'-4" L.E.D. BAND-- \ / MEMBRANE FLASHING UP AND OVER TOP OF PARAPET / 5/8" OSB PARAPET BRACE 0 16" O.C.-SEE STRUCT DWGS Ilk 3/4" CDX T&G PLYWOOD ROOF DECK x x (2) 2X6 CONT. SI ROOF 2X6 PARAPET STUD 3p RIGID MEMBRANE E(R-18.5 MIN.) ® 16"-- O.C. NAIL TO SIDE OF ROOF TRUSS WITH 16d NAILS 04" O.C. SIMPSON H1 CLIP 0 EA. STUD-----''---�- 3/4" HARDCOAT STUCCO W/ MTL. FURRING-LATH- TYVEK BLDG. WRAP 1/2' OSB FLASHING 1/2- EXP. JT. W/ FILLER 4" CONC. SLAB OIL T TRUSS VARIES - 2x12 P00F RAFTER 0 32' o.c. gk TRUSS BRG 15'-5 1 /4" -(2) 2x4 BLOCKI G - BETWEEN TRUSSES -3/4" CDX PLYWOOD ROOF DECK - 2x6 FIRE STOP - SIMPSON H1 CLIP 0 EACH TRUSS - DOUBLE 2x6 TOP PLATES - 2x4 WALL BRACE ® 32" o.c. R-19 BATT INSULATION y _CEILING _12'-0" - 2x6 FIRE STOP AT CLG VAPOR BARRIER 1/2- GYP. BD. 2x6 FIRE STOP AT 10'-0" MAX. SPACING C� 5 G\/ r'DI►AD ►ATI P r) 0 P71KI ` 6 7 8 MEMBRANE AND OVER PARAPET vnl vl� Lrnl�luu� CEILING DETAIL Al O SCALE: 1 1/2" = 1'-0" ROOF MEMBRANE 3" RIGID INSUL. (R-18.5 MIN.) 3/4" CDX T&G PLYWOOD ROOF DECK --� SIMPSON H1 0 EACH TRUSS - DOUBLE 2X8 PLATE BEAM - SEE STRUCTURAL DRAW 2X6 0 16" O.C. CLG 11'-0" WD. CLG. - SEE REFLECTED CLG. PLAN DWG. A2 3/4" AB PLYWOOD ACCESS PANEL W/ GROMMETS & COUNTERSUNK MACHINE BOLTS W/ T-NUT FASTENERS 1/2" OSB - CUT OPENING FOR ACCESS PANEL VERT. 1X8 CHANNEL RUSTIC WESTERN RED CEDAR - SMOOTH SIDE OUT 5/8"0 THRU BOLTS - TYP.-// 1 3/4" 16 HEAD BEER TAP TROUGH DRAIN IN BAR TOP - 3/4"x3" CLEAR SPRUCE TRIM - ROUT TOP & BOT EDGE W/ ROUNDING OVER BIT T„- 2x6 STUDS 0 16" o. , L J n- 1-LYWD VYLI\ I�L Vvlvvl♦ U PLYWD. R-19 BATT INSULATION E1 VAPOR BARRIER A4 1/2" GYP BD. SIM. H1 WALL FINISH - SEE INTERIOR ELEV'S o STUDS 0 16" O.C. Al BASE -SEE INTERIOR ELEV'S -� � SILICONE SEALANT FLOORING - SEE FLOORING PLAN o LATICRETE , FLOOR AS SPEC'D. I T SLAB gk`D T/ SLAB Q 4 0 -0-7,W r 4" CONC, SLAB wz��_ % \\j\ \\ \\ VAPOR BARRIER 6"W 6"H CONC CURB W/ CONT #5 4" COMPACTED GRANULAR BASE REINF. - CONT. UNDER BAR LOW 'WALL — 1/2" EXP. JT. W/ FILLER &SEALANT 1/2"0 x 5" EXP. STUD ANCHOR 0 24" o.c. COMPACTED BACKFILL OR UNDISTURBED SOIL PARAPET, BRACE 016" O.C. SEE STRUCTURAL DRAWINGS (2) 2x6 CONT. (2) 2x4 BLKG BETWEEN TRUSSES - ROOF MEMBRANE 3" RIGID INSUL. (R-18.5 MIN.) 3/4" CDX T&G _... _... __- PLYWOOD' ROOF DECK FOUNDATION - SEE 4" COMPACTED GRANULAR BASE DETAIL 2/S1 COMPACTED BACKFILL OR UNDISTURBED SOIL REARWALL SECTION Al D SCALE: 3/411 = 1'-0" 1 Z:\2005\05100\AlO.dwg May 17, 2005-3: 52pm 2 3 BAR SECTION SCALE: 3/4" = 1'-0" 1 12 4 5 6 7 6 g 10 11 10 T/ FRAMING 27' - 0" -CEDAR CORNICE -L.E.D. BAND CORNICE BEYOND 3/4" HARDCOAT STUCCO W/ MTL. FURRING LATH T/ LOW PARAPET 21'-4" 2X6 PARAPET STUD 016" O.C. (NAIL TO ROOF TRUSS WITH 10d NAILS 04" O.C.) SIMPSON H1 CLIP 0 EA. STUD R-19 BATT INSULATION DOUBLE 2x6 TOP PLATES 2X6 016" O.C. (ALIGN UNDER ROOF TRUSSES) 5V CRIMP MTL. ROOFING 30# ROOFING FELT 5/8" OSB SHEATHING R-25 BATT INSULATION 1X3 FURRING 0 24" o.c. 5V CRIMP ROOFING - SEE DET. 134/A10 2X10 024" O.C. VAPOR BARRIER B4 12 A10 � 5 L SECTION 12 5V CRIMP MTL. ROOFING 30# ROOFING FELT 5/8" OSB SHEATHING R-25 BATT INSULATION 5V CRIMP ROOFING - BOWED TO FIT BETWEEN RAFTERS, SEE DET B4/A10 2X10 024" O.C. 1X3 FURRING 0 24" o.c. VAPOR BARRIER -SIMPSON H1 CLIP ® EACH RAFTER & AT EACH 2X10 CROSS BEAM MEMBER D7 Al ----------- �'�_ 12 5 I 1 U CUT 2x1O FASCIA CONT. SOFFIT VENT n AL B /HEADER 5 1/2" BATT INSULATION (R-19) 1 X CEDAR TRIM GRADE OR SIDEWALK -SEE CIVIL DRAWING i� T/ SLAB FRONTWAL SCALE: 3/4" 1'-0" LMHT Project No. 05100 THIS DRAWING IS THE PROPERTY OF ME ARCHITECT AND MAY NOT RE REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION .- c" cn cq rn n rn A C9 co v> c .d as ti w "' w Z o �C z �- W 0 3 ® M i r C14 C I✓ O ' E A, Q c� N ca c1 B c to N 0 U- 03 U- L w 0 0 •� rnQ, o xM040 W �I -1.+ 3 0 07 m I p t _ t , C> F-- O Lo 00 dc" rn `r O r g v00 Lo (Al WALL s cWNS H vwg. AlUIdowAk kI m nm U4m I F I 1 1 2 6 FOR RAFTER & CLG. SEE DET. B4/A10 DRINK PYTHON BY OTHERS 5V CRIMP ENCLOSURE B1 SODA PYTHON COVER A11 SCALE: 1 1/2" = 1'-0" METAL COPING 1X6 CEDAR TRIM — T/SLOPED ROOF EL. VARIES SIMPSON H1 CLIP 0 EACH STUD 1 X10 CEDAR TRIM 6X6 POST rB2 PLAN A POST �AllSCALE: 1 1 /2" = 1'-0" 1 X6 CEDAR TRIM 1 /2" OSB TYVEK BUILDING WRAP 3/4" HARDCOAT STUCCO WITH METAL FURRING LATH CEDAR CORNICE L.E.D. BAND 3/4" HARDCOAT STUCCO / WITH METAL FURRING LATH ------- CORNICE BEYOND 2X6 PARAPET STUD 016" O.C. (NAIL TO ROOF TRUSS WITH 10d NAILS 04" O.C.) SIMPSON HI CLIP 0 EA. STUD 2x6 FIRE STOP FLASHING 5V CRIMP MTL. ROOFING 30# ROOFING FELT 5/8" OSB SHEATHING 10 FURRING 0 24"o.c. 5V CRIMP ROOFING - SEE DET. B4/A10 2x10 024" O.C. R-25 BATT INSULATIO VAPOR BARRIER—\ LASHING UP )P OF MEMBRAN AND OVEI PARAPET - .�. MTL. COPING i 1 t t I LASHING UP OP OF T/ FRAMING :EDAR CORNICE (3) 1/THRU BOLTS -.E.D. BAND II 6X6 POST ---- i 3/4" HARDCOAT STUCCO WITH METAL FURRING I I LATH II I I T/ LOW PARAPET 21'-4" CORNICE BEYOND 2X6 PARAPET STUD ®16" O.C. (NAIL TO ROOF TRUSS WITH 10d NAILS ®4" O.C.) PLAN © POST SIMPSON HI CLIP ® EA. STUD 2x6 FIRE STOP 1 1/2" 5 1/2" 1 1/2" - FLASHING - 5V CRIMP MTL. ROOFING 30# ROOFING FELT - 5/8" OSB SHEATHING —lx3 FURRING 0 24"o,c. - 5V CRIMP ROOFING - SEE DET. B4/A10 (SIM.) SECT A -A " nva QAC'CI C' CAAAAIKI(] 1X10 CEDAR TOP & BOT 2X10 CEDAR a — 2X10 024 O.C, i 12 C11 CROSS SEAM DETAIL 15 q1 1 SCALE: 1 1/2" = 1'-0" 3/4" HARDCOAT STUCCO WITH METAL FURRING LATH 1 /2" OSB — BEAM - SEE STRUCT. DRAWINGS - 5V CRIMP MTL. ROOFING 30# ROOFING FELT 5/8" OSB - SHEATHING 5V CRIMP ROOFING - SEE DET. B4/A10 (SIM.) 2x10 024" O.C. SIMPSON H1 ® EACH RAFTER & AT EACH 2X10 CROSS BEAM MEMBER -GUTTER & DOWNSPOUT SEE PLAN & ELEV. FOR 12 LOCATION _ 5 2X10 CEDAR TRELLIS Zz�RAFTER 0 32" O.C. 2X10 CONT. IN CEDAR NAILER (3) 2X6 CEDAR BEAM W/ 2X6 CEDAR T&B ---• 2X2 CONT. IN CEDAR NAILER B/BEAM 8,-0„ 2x2x19 1 /2 CEDAR TIE -DOWN EA. SIDE OF BEAM - NAIL TO BEAM & TRELLIS RAFTER W/ 10d NAILS ® 4" O.C. 6X6 POST (-TREATED) 9 1 /4" LMHT Project No, 05100 THIS DRAPANG IS THE PROPERTY OF THE ARCHITECT AND MAY NOT DE REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION u7 rn rn n Cx3 1H ul 0� ?G o ra. v o w w z w z y~ W -t w n r- C' q v 6 w C v z E s tL to 0 N fJt 4 w V sp r 0 0 WITH METAL FURRING J J 2X6 CAP LATH (TREATED) 1 /2" OSB BOARD DINING E DINING F 1X4 EACH SIDE 1/2 OSB 2X6 STUD 0 16 O.C. 106 125 (TREATED) 3/4" HARDCOAT 1/2"� ANCHOR BOLT 2X2 PICKETS ®6" N STUCCO WITH 0 24" O.C. ,., METAL FURRING DINING D DINING C BASE - SEE FLOORING PLAN SEE EXTERIOR ELEV'S LATH 2x6 TREATED SILL PLATE 104 SE E (TREATED) ' 105 1/2 EXP. JT. WITH BASE FLASHING FLASHING 1 /2 EXP. JT. WITH FILLER &SEALANT " 1 X4 EACH SIDE � FLOORING - FILLER & SEALANT (TREATED) G 0 G FILLER & SEALANT C10 » C S SLOPED 2X6 (TREATED) 3 M o M 1 2' EXP. JT. WITH SEE FLOORING PLAN H.P. = 0 -0 FLASHING S3 4 CON LAB - SLOPED 4 CONC. SLAB GRADE OR 4 CONC. SLAB 4" CONC, SLAB L.P. 0'-3" — -- �� _ L v M rzFSLOPE SLOPE SLOPE x SIDEWALK -SEE CIVIL __�_ --- -•.w Q� r t-'- O w Q N N FINISH GRADE DRAWING ° q :. ° i, :+' 3 a> m ° 1 ° a a 00 d 4 O -0 1- -- — b a c' Q ° v v ° 0 C O C 0 0 n Dh 4 i .. I ° 'I I} w .w. 4- � rn t- o W v a ovo o v ov v ov vo v o �o o a ° Ila s� a °: U 0 v C7 a i. D v0 v O L..._=____. a a • ? J Ci C3 DO �- I� h /\\/\\/\\/\\/\\\\\\/\\/\\/\\/\\ \ /\\/\/\\/\\/\ \ \\ \\/\\/\\/\\ \\ \\ ° a •• In Q 1� 1� /\\/\\/\\ \\ \\ \\ \\ \\ \\\.�\\.\ \/\/\/ /\ /\/ \\// .//i //,./�. 4 f / \ / \/ VAPOR BARRIER // /\� \\/\\ \/�\//�/� FINISH GRADE a° / / VAPOR BARRIER p \ \ \ \ I 4" COMPACTED GRANULAR BASE \/\� \\%\\i 4 COMPACTED GRANULAR BASE 4 COMPACTED GRANULAR BASE / // �// / / /� \/ \\/\\� SIMPSON POST WALL SECTIONS + /\. \ / /\\/� COMPACTED BACKFILL OR UNDISTURBED SOIL /\ " \//�/ DETAILS \ ° \/\ COMPACTED BACKFILL OR UNDISTURBED SOIL '\�/\ \\/ 4 COMPACTED BASE - SEE 4 // OMPACTED BACKFILL OR UNDISTURBED SOIL/ \, \ ' a ° GRANULAR BASE STRUCTURAL q I " ON H 8 WALLS CTIQ40 H 1 WING WALL SECTION H 4 L SECTI SCALE: 3/4" = 1'-0" Al 1 SCALE: 3/4" = 1'-0" �All SCALE: 3/4" = 1'-0" A11 2 3 4 5 8 8 9 10 12 Z: \2005\05100\A11.dwg May 17, 2005-4: 46pm A 1 MTL COPING SEALANT 1` CONT. WOO):D::A BLOCKING CONT. 1x6 CEDAR TRIM r COR-A-VENT PS-400 CUNT. 1" 3/4" r- CTR0 MT. 1 x6 CEDAR -t 2 3 5 1/2" /- MEMBRANE FLASHING OVER TOP OF PARAPET TOP FRAMING v VARIES A= LED BAND------- \ CONT. 1 x8 CEDAR TRIM ` SEALANT TYVEK BLDG. WRAP 1/2" OSB SHEATHING 3/4" HARDCOAT STUCCO WITH METAL LATH ("cl CORNICE DETAIL A'1 °Z SCALE: 3" = 1'-0" TRUSS B 16'-4 -1/2" 2x6 ROOF CUNT. 2x6 DOUBLE TOP PLATE TRUSS32" O.C. CONT. 2" OPENING SIMPSON H1 CLIP EACH TRUSS B/LEDGER 15'--1 3/8" MEMBRANE FLASHING RUN UP AND OVER TOP OF PARAPET RAFTER BRG 1 /2" OSB SHEATHING Y14`-4 1/2" T/BEAM 14'-1 1/2" 2X6 STUD WALL ® 16" O.C. 3/4" HARDCOAT STUCCO WITH METAL FURRING LATH 2x6 CORNER FRAMING - (SEE DET. H1/S4 D TYVEK BUILDING WRAP FOR SHEAR WALL CORNER) 1/2" OSB SHEATHING - SEALANT 5 1/2" (AT SHEAR WALL SEE -- STRUC. DWGS) 1X CEDAR TRIM CORNER TRIM - CUT AS REQUIRED SEALANT 2x6 STUDWALL 3/4" HARDCOAT STUCCO ® 16" O.C. WITH METAL FURRING LATH E VAPOR BARRIER TYVEK BUILDING WRAP R-19 BATT INS 1/2" OSB VARIES SHEATHING. - I :f FOR SHEAR WALL WALL FINISH VARIES SEE STRUC. DWGS, VAPOR BARRIER R-19 BATT INSULATION 5 El l OUTSIDE CORNER DETAIL Al 2) B/BA 9'-4" 4 X 5 1 6 5 1/2" BATT INSULATION (R-19) 1/2" OSB TYVEK BUILDING WRAP 3/4" HARDCOAT STUCCO WITH METAL LATH DOUBLE 2x6 TOP PLATES FLASHING 5V CRIMP MTL. ROOFING 30# ROOFING FELT 5/8" OSB SHEATHING R-25 BATT INSULATION 2X10 024" O.C. ``- 5V CRIMP ROOFING 3/4" CDX PLYWOOD ROOF DECK RUN WALL UP TIGHT TO SLOPE - SEE ROOF PLAN UNDERSIDE OF ROOF DECK 0 0 2X12 RAFTERS SEE DET B4/A10 1x3 FURRING ®24" O.C. 2X6 ®16" O.C. (ALIGN UNDER ROOF TRUSSES) DOUBLE 2X6 ®TOP OF LVL LVL BEAM- SEE STRUCT. DRAWINGS VERT. 1X8 CHANNEL RUSTIC WESTERN RED CEDAR -SMOOTH SIDE OUT ~�`-"---- 2X6® BUT. OF LVL 1/2" O56 SHEATHING 2x6 ®16" O.C. CROSS BEAMS, SEE PLAN & D Cl C11 / A11 Al (3) 1/4" THRU BOLTS VERT. 1X8 CHANNEL RUSTIC WESTERN RED CEDAR -SMOOTH CUNT. 2x6 1 x4 CEDAR TRIM 1 x CEDAR TRIM rD4 BAFFLE DETAIL Al2 SCALE: 1 1/2" - 1'-0" 2X6 WOOD TRUSS 7 SIMPSON H1 CL RAFTER & AT EACH S BEAM MEMBER JkRRA-FTER BRG 11[1' •' - 8 - DOUBLE 2X6 TOP PLAT 2x6 STUD @ 16" O.C. 5 1/2" BATT INSULATION (R-1 VERT. '1X8 CHANNEL RUSTIC O WESTERN RED CEDAR - SM00 SIDE OUT o Q o 'Q U O O U, C7 — 1/2" OSB SHEATHING HEADER - SEE STRUCT. i DRAWINGS Q - GARAGE DOOR — '',. 8" A4 ' V K"D7 SAVE DETAIL �Al2 SCALE: 1 1/2" = 1'-O" 0 n 5V CRIMP ROOFING - SEE DET B4/A10 5V CRIMP MTL. ROOFING 30# ROOFING FELT 5/8" OSB SHEATHING R-25 BATT INSULATION -- 1X3 FURRING ® 24" O.C: V-10 1/2 1 1 /2" 12 I5 DRIP FLAS I G TO MATCH M OOF 2x2 CONT. 1/2" PLYWOOD SOFFIT �n 'CONT. 2" SOFFIT VENT E4 A4 B/HEADER 1/2" OSB CEDAR TRIM GARAGE DOOR PEMKO PERIMTER GASKET H4 UDIL- EXTEND DEPRESSED #303APK AT DOOR A4 AREA FOR DOOR ON EACH BOTTOM — 5" END 3/4" EYOND R.O. - TURN ALUM ANGLE BACK 1 3/4" 2" TO WALL (MITER CORNER) CONT. ALUM. ANGLE 1"x1" 01 SET IN CUNT. BEAD OF CONT. BEAD OF SEALANT SEALANT OVER EDGE OF SIM 1/4" UNDER ALUM ANGLE W/COUNTER SUNK SCREWS SIM WOOD FLOORING R "14 CONT. WEATHERSTRIPPING DOOR BOTTOM PEMKO #314CN 9 1 10 4 5 1/2' - - 1 3/4" HAR WITH METE TYVEK BLI 1/2" OSB FLASHING HEADER V SEE STRU, 1X6 CEDAI SEALANT 7 INSUL. ALI GLASS DO �TSTRAP ANCI GUTTER MFF 6" HALF ROUNU UALV. \ GUTTER CUT 2X10 NAILING HEADER it 12 LMHT Project No. 05100 THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND MAY NOT DE REPRODUCED OR USED WITHOUT HIS ' WRITTEN PERMISSION W R-19 BATT INSULATION A 1/2" OSB SHEATHING FOR WALL FINISH C� SEE INTERIOR ELEV'S VERT. 1X8 CHANNEL RUSTIC WESTERN RED CEDAR - SMOOTH SIDE OUT VAPOR BARRIER 1X4 CEDAR TRIM � BOT/FRAMING N � a>, jLo rn �, v 3 c^v c n � =v � L N Q 7'-2" 1X CEDAR TRIM SEALANT01 STOREFRONT HEAD RECEPTOR ALUM. & GLASS STOREFRONT 1X CEDAR TRIM Kci�oALUM STOREFRONT �Al2 SCALE: 3" = 1'-0" 4" 0 GALV. DOWNSPOUT 3/4" HARI WITH META TYVEK BLE SEALANT 1/2" OSB 1 x6 CEDAF BACKER RI 2x6 STUD WALL R-19 BATT INSULATION VAPOR BARRIER VERT. 1X8 CHANNEL RUSTIC WESTERN RED CEDAR - SMOOTH SIDE OUT FOR WALL FINISH SEE INTERIOR ELEV'S 1/2" OSB SHEATHING JACK STUDS 1 X4 CEDAR TRIM 1X CEDAR TRIM SEALANT 1/4" SHIM ALUM. & GLASS STOREFRONT DOOR Eio\ ALUM STOREFRONT JAMB 9 N �p ® L. O 0 co co SIMPSON CLIP -SEE \--CONT. 2X4 5 1/2" R-19 BATT INSULATION STRUCTURAL DWGS. CONT. 2X6 LEDGER -SEE j 2x6 016 O.C. STRUCTURAL DWGS. VAPOR BARRIER 2 HR. FIRE6BARRIER - 2X4 GARAGE Fi DOOR BOTTOM 1/2" OSB WALL FINISH VARIES -SEE PLAN STUDS ®1 o.c W/ (2) LAYERS 5/8" TYPE "X" GYP. �M.2) SCALE: 1 1/2" = 1'-0" _j u_ BD. EA. SIDE. UL NO. U301 TYVEK BLDG. WRAP 2x6 PLATE TREATED 3/4" HARDCOAT STUCCO BASE -SEE FLOORING PLAN rF 5 FIRE SEPARA110N WALL o WITH METAL LATH FLOORING -- SEE FLOORING .PLAN A 12 SCALE: 1" = 1'-0" .�., >� BOTT. FLASHING 4" CONC. SLAB aj -� - T SLAB ° PAINT CMU TO :- ° 0'-O" N rna, o MATCH SIDING FINISH GRADE a' a X a X ® X"' p� wQNN ® ®�vara \\\\\\\\\\\\ o c v O Ln to � ,- Q r` r• " 1/2" EXP: JOINT W/ FILLER & SEALENT 6" CMU, FILL W/ CONC. DUALS 1/2.0 ANCHOR BOLT H 1 WALL BASE DUMPSTER SLAB Dwga Alt SCALE: 3" = 1'-Ol Al2 1 2 3 4 5 6 i 8 9 10 11 12 Z: \2005\05100\Al2.dwg May 16, 2005-6: 53pm WFRP A R Q I� 3' 0" 6" I I 6 I ELEV B1 BQT T1LE-BASE....... B SCALE: 3/8" = 1'-0" P l.V VCU I ILC Omar- Dl 1 ELEV D1 SCALE: 3/8" = 1'-0" ELEV E2 SCALE: 3/8" = V-0" B/ CLG. JC• 5/8" GYP. 2x4 STUD 1/2" PLYWOOD BEHIND TILE—� 2x4 0 16" O.C. AT AT RN /2 WIDE WALL) Q 1 /2" DENS-GLAS FOR LOWER 18" PROVIDE LATICRETE WATERPROOF PER WET WALL DET. E1/A4. (TYP. IN TOILET WALLS) THIN SET TILE FLOOR H VARIES - SEE PLAN TILE -- SCALE: 3/8" = V-0" 11= Milli =1001== �m NJ 0 11111111111 am No INN `- COVED TILE BASE BCT ELEV D4 SCALE: 3/8" = 1'-0" TREATED PLATE RAMSET OR EXP. BOLT.TO FLOOR 0 2'-0" O.c. SCHLUTER & BASE SEE FINISH SCHEDULE SHEET A-3 N K _ijO�L�ETPARTITION A13 SCALE: 3" = 1'-0" 1 Z: \2005\05100\A13.dwg May 17, 2005-4: 38pm 2 ELEV. E3 SCALc. x /a" _ 4'-n" 0! wrz Y- ET. G6/A13 Wr1 2x STUD 0 16" O.C. SEALANT (TYP. BOTH SIDES) ADJ. ANCHORS (3 PER JAMB) H.M. FRAME 5 P N v 1= 0 t rrlwr� l,V VGV IILG Dt1JL \ uv i J ' IIVJVL/11G F If LJ 1 LAN nvn ELEV B8 SCALE: 3/8" = 1'-0" No 0 NO m m i � MEN 0 INSULATE PIPES PER ADA L COVED TILE BASE BCT ELEV D8 WT1 N VDr, , V) WT1 WT2 WT1 E'7 10 12 ELEV B10 SCALE: 3/8" COVED TILE BASE BCT MEMNON NONE GENERAL ADA PLUMBING NOTES A. WATER CLOSET CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST, B. CONTROLS FOR FLUSHING OF WATER CLOSETS SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS, NO MORE THAN 44" A.F.F. C. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS FORCE. D. IF SELF -CLOSING VALVES ARE USED, THEY SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS. E. FAUCET CONTROLS AND OPERATING MECHANISM (OPERABLE WITH ONE HAND) SHALL NOT BE OF THE TYPE REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST (SUCH AS LEVER --OPERATED) AND AN OPERATING SEALANT FORCE NOT EXCEEDING 5 POUNDS,. SOLID SURFACE "BLACK" COUNTERTOP F. LAV.- INSULATE ALL EXPOSED PLUMBING (CORIAN OR EQUAL) & APRON WITH LINES AND DRAINS. INTEGRAL SINK (INSTALLED BY G.C.) PROVIDE BLKG TILE 1'-10" FOR GRAB / BARS. C —SHEATHING VARIES ` 1'-8 1/4" SEE FIN. SCHED. rH4 TOILET PARTITION, A13SCALE: 3" - 1-o a a s X - °n rn � N 2x4 2x4 WOOD CLEATS W/ 3/8" DIA. LAG SCREWS INTO STUDS ON 3 WALLS (PAINT WHITE Gs VANITY DETAIL A13 SCALE: 1 1 /2" = 1'-0" 2 HR. RATED FIRE PARTITION TOILET ACCESSORIES SCHEDULE MARKI ITEM MFR. & MODEL # SIZE MTG. HT. A.F.F. REMARKS Al GRAB BARS BOBRICK #B-6806 i i-i/2"X3'-o" 2'-10" TO BOTTOM 2 MIRROR BOBRICK #8-165-1836 18" X 30" 40" TO BOTTOM SURFACE MOUNTED 3 TOILET PAPER HOLDER BOBRICK #8-4288 SEE ELEV'S 24" TO ROLL SURFACE MOUNTED 4 PAPER TOWEL DISPENSER 30BRICK #B-35903 SEE ELEV'S 44" MAX. TO DISP. AREA SURFACE MOUNTED 5 SOAP DISPENSER BOBRICK #B-5050 SEE ELEV'S 40" TO DISP. AREA SURFACE MOUNTED 6 WASTE RECEPTACLES BOBRICK #6-2260 13 GAL, 22" HT. — -` 7 SANITARY NAPKIN DISPOSAL BOBRICK #B-254 10"x15"x4" 24" TO TOP SURFACE MOUNTED 0 8 0 L=V ELEV D10 SCALE: 3/8" = V-0" � I COVED TILE BASE BCT \---SOUND ATTENUATION PROVIDE BLKG BATTS AROUND TOILET FOR GRAB ROOM (TYP.) BARS. s ENLARGED TOILET PLAN, Al SCALE: 3/8" = 1'-0" 10 fit WT2 WT1 12 LMHT Pro)ect No, 05100 _ THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION nV4 r7o l cn A tn ul a .. w w W 3 :e M fi ■..6L� 0. (n C CV wet v U rc w � F x m a �E o v C o -E 4 N a o B c L0 W N p„ D Q f 12 __j Q NEI UL co W L_ O O e F U- 0 G G � n N M v M w vr• Q w G Q N N -0-0 3 0 (p c� o o L 3:�4n� (n .- ENLARGED TOILET FLA -I- TOILET ELEVATIONS i I 1 1 5V CRIMP MTL: ROOFING 30# ROOFING FELT A 5/8" OSB SHEATHING MTL. DRIP EDGE CUT 2X8 B BEAMS 11'-OT"1 101 1 1 2 1 5F 2 3 4 5 6 i 8 n j SIMPSON H1 CLIP IAT EACH RAFTERI SLSIIMPSON CC66 COL. CAP AT EACH POST 2X10 RIDGE BEAM 2X8 RAFTER 24" O.C. 2X BETWEEN RAFTERS T/ BEAMS 11'-9 1/2" _--6X10 CEDAR BEAM I I }----'� �'-----{ 1 1 1 1 1 -----"j r-------' 6X6 CEDAR g POSTS 1 1 I � 1 1 1 , 1 , , I 1 I I I I I 1 2 I I 1 1 I 1 I 1 1 I I 1 I I I 1 1 _ F 1 , , � I I I I I 1 , 1 1 I I I 1 1 1 1 WRAP TIMBERS I , , 1 1 1 1 1 , ' IN 1"0 ROPE 1 I I 1 1 1 1 1 1 1 1 1 1 1 I 1 I I I I i I 1 1 I I 1 1 1 I I 1 I ROUND TIMBERS 1 1 I 1 1 1 1 1 I 1 _ SEE DWG. Al I I 1 1 I I 1 I I 1 1 I I 1 1 1 1 1 1 1 1 I 1 I I 1 I I 1 1 1 1 1 1 T/ BLDG ua' 1 41 Olt d I 4 SCALE: 1/2" = 1'-0" 10 w t-UIYV. 3/4" HARDCOAT ,--STUCCO ,,—TYP. DUMPSTER FENCE SEE DET. 175/A14—� 1 x CEDAR TRIM L 2" x 2" x 1/4" GATE FRAME 2x4 TREATED HORIZ. WD. NAILER ATTACHED TO FRAME WITH 1/4" CARRIAGE BOLTS 12" o.c. SLIDE BOLT LATCH U SIERRA 8" HARDIPANEL 4 PERSONNEL GATE 4)SCALE: 3" = 1'-0" FENCE DETAIL SCALE: 3/4" = 1'-0" lx CEDAR TRIM ;0 W/ T - TED) (3) 4 1/2" HEAVY DUTY BALL BEARING HINGE TYP. DUMPSTER FENCE SEE DET F5/A14 TYP. DUB SEE DET, 3'-0" SLOPE ALL 4 SIDE TO CENTER ----x B 8 CAN WASH Al 4 SCALE: 3/4" = 1'-0" 3/4" HARDICOAT GATE POST SCALE: 3" = 1'-0" GREASE NIPPLE IN TUBE HINGE TUBE HINGE - I.D. TO BE 1/4" LARGER THAN O.D. OF STL, PIPE TUBE STOP - I.D, TO BE 1 /4" LARGER TF AN I O.D. C STL. PIPE 10 4" CONC. CURB - 4 SIDES VARIES - SEE PLAN 5 3" 3" 5/8" 0 STUD ANCHORS 1 1' L 2n x2n x1/ 4 » 2 PER SIDE GATE FRAME N ------------------------------------- ----, A _ -------- ti 1 •' `D T/SLAB I; PRESSURE TREATED EL.VARIES 2x4 NAILER STRIP (TYP. +j i o I I 2"xl /4" FLAT n I CROSSBAR-,,,, 4" CONC. SLAB _ II---------------t---- ----- ---_ -- ---- I o --------------, --- I GATE STOP cv C 1 I I 1 10" F.D. WITH SED. ' ' 0I BUCKET (SEE PLUMB. PLAN) L 2 x2x1 /4 4" DRAIN I GATE FRAME N ----. J TYP. TURNED DOWN FTC. GATE BOLT SEE STRUCT. DWGS. SEE DETAIL Ell A14 Ln zHDRILL 5/16" 0 HOLES ® 12" I I H B ox, FOR ATTACHING :. z PRESSURE TREATED 2x4 <' I �••: NAILER STRIP ALL HORIZ, al I o r� MEMBERS .I I 1 1/2" OLES DRILLED 18"0 CONC. 3" DEEP IN CONCRETE FOOTING FOR 6"0 ® OPEN & CLOSED STL, PIPE GAIL (o POS. POST `-- 1x CEDAR TRIM NOTE: PROVIDE 1/4"x 2" STL. LOCKING HASP ON INSIDE OF DUMPSTER GATE. 6x6 TREATED POST c11 DUMPSTER GATE c ! Al 4 SCALE: 1/2" = 1'-0" TYP. GATE POST & HINGE -SEE DETAIL H8/A14 GATE FRAME SPACER BAR 6"0 STD. STEEL PIPE POST W/ WELDED STEEL CAP PLATE. TUBE HINGE SPACER BAR - 3/8 x 3" x 0'-6" WELD TO TUBE HINGE L 2" x 2" x 1 /4" GATE FRAME 1"D SOLID STEEL /- ROD GATE BOLT/ P 1 /4"x2" 1'-3" LONG I SCALE: N.T.S. 6 0 STL. PIPE FILL W/ CONC. - PAINT HOOTERS ORANGE T/PAVEMENT —\ 18"0 CONC. FOOTING — 1 1 /8" WIDE x 8" LONG SLOT CUT IN PIPE PAINT 1 1 /4" O.D. x 1'-3" LONG STEEL PIPE PAINT 6» L-SIERRA 8" HARDIPANEL I I 2x4 TREATED HORIZ. WD. NAILER ATTACHED TO FRAME WITH • • 1 /4" CARRIAGE BOLTS 12" o.c. H 8 GATE POST HINGE H 1 l TYPICAL BOLLARD �Al4 SCALE: 3" = 1'-0" Al 4 SCALE: 1/2" = 1'-0" 7 8 9 10 11 12 LMHT Project No. 05100 THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND MAY NOT DE REPRODUCED OR USED WNHOUT HIS WRITTEN PERMISSION o' Lr) L(,) Mo-) rnrn ti I� � a o w r Z 1�++ LJ W Q 3 o CL n U Wy i T E o Lo 0 'E c Q p NQ ti o Lo 04 ' Q� � L O � 129 O cri w 0 U C U h U L_ G '°" XM6 1iJQNN -0.0 l I o O '- f" 0 0 I—m cn ELo v) °D a rn s ENTRY AND DUMPSTER DETAILS May 17, 2005-2:52 1 1 1_ 2 1 3 1 4 1 5 1 g I 7 1 8 1 9 A 0 C PROVIDE 1 /4" PLATE WELDED CAP -V-:4 r p ' ' I 1 1 I , I , 1 , .-T__' II I� 2X2 TUBE I POST M 12X2 TUBE 0 2v I I I I I� it 11 I, �_l6 1" RADIUS MIN. F1 BAR/RAILING Al 5) SCALE: 3/4- = 1'-0- F G - PLAN VIEW lX6 REDWOOD CLEAR HEART 3/4" PARTICLE BOARD 3/8.0 BOLTS COUNTERSUNK W/ WOOD PLUGS ® 16" O.C. (TYP.) CONT. 2X2X1 /4 STL. TUBE WELD & GRIND JOINTS. PAINT GLOSS BLACK 1/4" STL. GUSSET PLATE WELDED TO 2X2 POST CROSS MEMBERS. GRIND EDGES SMOOTH, 2X2X1 /4 STL. TUBE POST (SEE PLAN FOR SPACING) NON -SHRINK EPDXY GROUT CONC SLAB ,-SLAB REINFORCEMENT is SUSPENDED CEILING (VARIES- / SEE PLAN) SECURE TO ROOF TRUSS - SEE DET. H5/A10 2X6 STUDS 016" O.C. 1/2" OSB SHEATHING lx8 CHANNEL RUSTIC WESTERN RED CEDAR SMOOTH SIDE OUT 1 x4 CEDAR TRIM FINISH VARIES: KITCHEN -"WHITE" FRP COMPOSITE PANEL OVER 1/2" GYP.BD. B/FRAME BAR -WAIT STATIION & GIFT VARIES - SHOP: RUSTIC WESTERN RED SEE CEDAR SMOOTH SIDE OUT REF.CLG. PLAN lx4 CEDAR TRIM 1x CEDAR TRIM cal TYPICAL BAFFLE Al 5) SCALE: oi." = r—a TYP. LOW WALL I" -- SEE DETAIL 1x6 CEDAR BASE C10/A15 BOOTH SEATS SIM_ WOOD FLOORING 3/4" T&G PLYWOOD 2x6 ®16" o.c. (TREATED) / CONT. 2x6 (TREATED) — —HARDWOOD NOSING - GLUED lx CEDAR BASE --SHIM WOOD FLOORING T/SLAB E4 BABIED PLATFORM AT BOOTH A15 SCALE: 3/4" _ V—o" ALL WALLS. TO BE 5/8" PL S" (r 3/ PL ED 12 BLOCKING AS REQ'D. STUD WALL PLAST. LAM. 3/4" PARTICLE BOARD COUNTER 2X4 LEDGER ANCHORED TO WALL (3 SIDES) 2X4 BLOCKING PLAST. LAM. 3/4" X 3" P. BD. NAILER ® SUPPORT (TYP) PLAST. LAM. 3/4" PARTICLE BOARD SUPPORTS (AT MIDSPAN) 2X4 BLOCKING TRIPOD ATTACHED TO \ CEILING JOISTS LG. EYEBOLT AT END OF ROD COOKLINE HOOD MIN. 6" LONG TURNBUCKLE NOTE: FIELD CONSTRUCT TRIPOD OF ALL WELDED L2X2X1/4 MEMBERS - COORDINATE WITH LIGHTING, L2X2X1/4X8" DUCTWORK, ETC. CLIP -SECURE & FASTEN TO ROOF - FACE OF HOOD STRUCTURE WIRE CLAMP --L2X2X1/4X8" (2) BOLTS TRIPOD — LEG -POSITION AS REQ'D CARABINERS NUTS - TOP W/ SPRING AND BOTT. CLAMPS WIRE CLAMP L2X2X1 /4 (2) BOLTS NUTS - TOP AND BOTT. LG. EYEBOLT BOLT TO END OF #9 GAUGE SOLID WIRE THREADED ROD MIN. 6" LONG NOTE: TURNBUCKLE VERIFY LOCATION & HEIGHT OF SLINGLINE W/ HOA PROJECT MANAGER K�C�7SLINGLINE, Al SCALE:, N.T.S. 2'-4 1/4" 5'-0" 2'-0" + E10 A15 , 1 � T/ COUNTER V-0" . 12 3/4' 1 2 3/4" 1 � 1 -FACE OF STUD 1 1/2" 0 �' 13 k 3 & CONC. CURB BAR RAIL I � 1 � 1 2 3/4' 11 1 FACE OF S D & CONC. CURB I 1 .-----""- -- 1 r- -------------------'\ 1 I - 51 I-------------------------------------------...._---------- , I p I T/ COUNTER S-6" E7 BAR HANDICAP ACCESS Al 5j SCALE: 3/4- 1 t-0- 1 1 /4" DOWEL RC 2X6 PINE - HOLE CENTERED 5 1/2" BASE TO BE 5 1/2" SQUARE W/ ROUNDED EDGES (1) UNIT PER TABLE PLUS 10 EXTRA "WHITE" FRP COMPOSITE PANEL OVER 1/2" DUROCK & PLYWD.(APPLY ONLY COOKING #114) ` CAULK ALL JOINTS AT WALL BASE THROUGHOUT STORE FINISHED FLOOR FLOOR AS SPEC'D--_ 11 2x WHITE PINE SANDED AND FINISHED WITH MOISTURE CURE URETHANE - EXTEND 3/4" OVER TRIM ROUT TOP EDGES W/ ROUNDING OVER BIT lx4 CEDAR TRIM DOUBLE 2x 'FOP PLATES NOTE: LOW WALLS IN KITCHEN SHALL BE FINISHED W/WHITE FRP OVER 5/8" DUROCK 1/2" OSB SHEATHING 1x8 CHANNEL RUSTIC WESTERN RED CEDAR, SMOOTH SIDE OUT 2x STUDS ® 16" O.C. CONT. 2x PLATE (TREATED) 1x6 CEDAR BASE 12 TOP OF CONC. FLOOR SLAB 1/2" 0 EXP. ANCHOR BOLTS ® 32" o.c. ci 1 LOW WALL SECTION A15 SCALE: 3/4" = ,'_o. Z'-5" 10" 1'-7' 1 x6 REDWOOD - (CLEAR HEART) FINISH TOP OF BAR W/ CRYSTAL SHEEN FINISH - FOR INFO ______ SEE OWNERS REP. &DIRECTIONS FOR USE. 5 UNDERLAYMENT. UNDERSIDE a o BOARDS WIDE TO HAVE A CLEAN WHITE 1/2 1'-9 /4" FINISH - MELAMINE lx4 CEDAR TRIM "WHITE" FRP COMPOSITE" OSB SHEATHING PANEL OVER 1/2" DUROCK ' 1x8 CHANNEL RUSTIC WESTERN PLYWD. RED CEDAR SMOOTH SIDE OUT, WALL BEYOND FINISH BAR FRONT W/ SAME FINISH AS FINISHED WD. FLOOR STUDS ® 16" O.C. �+ SILICONE SEALANT LATICRETE FINISHED FLOOR FLOOR AS SPECID. FLOOR AS SPEC'D T/ SLAB t 0"-0" _ C' tl d V d d• d a FOOT RAIL AT FULL HGT. OF BAR BEYOND - TERMINATE BY TURNING 90' INTO WALL WOOD ego HANDICAP BAR SECTION _ S-5" V-6 7/8" 5 1/2"L 1'-4 5/8" PICK UP TOP AND TURNDOWN TO BE COVERED W/ 0.0625" S.S. PLATE #6 FINISH (3) LAYERS 3/4" PLYWD. UNDERLAYMENT. UNDERSIDE TO HAVE A CLEAN WHITE FINISH - MELAMINE BEER PYTHON BY OTHERS ' SODA PYTHON BY OTHERS "WHITE" FRP COMPOSITE PANEL OVER 1/2" DUROCK 2x6 STUDS ® 16" O.C. CAULK JT. LATICRETE FLOOR AS REQUIRED TOP OF CONC, SLAB SIM. Aa LMHT Project No. 05100 THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION L(i � n M LAS A --� i1Er7 Q'' � K=1 w to 0- o IF— 0 w W Vi z o =3 6 W rh IYMI,en l� dS o 0- ti r4 [A � O U "p U � I _W .� 2 v CJ F7 m m E o >� o ' -E Q N Cl co 4 B I c D Q U- E C: co � v o c co mg lx4 CEDAK IKIM 1/2" OSB SHEATHING 1x8 CHANNEL RUSTIC WESTERN RED CEDAR SMOOTH SIDE OUT, FINISH BAR FRONT W/ SAME FINISH AS FINISHED WOOD FLOOR a CONT. 2x6 PLATE (TREATED) lx6 CEDAR BASE FINISH W/ SAME FINISH AS WOOD FLOOR FINISHED FLOOR FLOOR AS SPEC'D 6"W x 6"H CONC. CURB W/ CUNT.#5 REINF. - CONT. UNDER BAR LOW WALL 1 /2"0 x 5" EXP, STUD ANCHOR 0 24" o. 2 -0 H s � TABLE TOWEL HC7LDER C�ETAIL H10 IF04D PICK-UP CC)UNTER H 4 OFFICE COUNTER AND SHELVES SCALE: 3- - 1._0-SCALE: 3/4" = 1/--0~ H 1 RAILING A15 A15 Al 5 SCALE: 3/4" 1 0" ��5 SCALE: 3/4" = , 0" e 1 2 3 4 5 6 8 V 12 Z: \2005\05100\Al5.dwg May 17, 2005-3: 04pm �I F U PPn� 5 O v>�y, CD VA rn v aM ob 0) ® ►. rn rn 0 �«- -1.- v c. LOW WALL AND COUNTER DETAILS H Dw9 A115 0� us cl E 2x DC EY EA I I 2x DC 9rr J- 9 rr 56 2x4 FIR EYE HOOKS, ONE IN EACH CORNER 1 3/4" A -A PL 1/4" PLYWD. BACK PANEL LINE OF WALL 2x6 WD, BASE 3. 1 4 6'-7" FIELD VERIFY BEFORE FABRICATION CLG 1'-0' 3/4" 1'-0" 6 1'-0" L1'-0" 1'-0" 1'-6 1/4- FIELD VERIF' r-- I , 1 LIGHT AR! - SEE ELEC. j DWGS I I PANTr HOSE VENDING E PY OWNER VERIF r SIZE I 1 I I MIRR -:,SEE INTER R �LEV.S ; I 1 , 1 1 ---------------J 3/4" LYWD. COUNTER W/ Pi STIC LAM. 1x2 FRONT EDGE W/ P ASTIC LAM 2x4 PPORTS EIID WALL TO END W/LL_/___1 TILE BASE rDl STAFF CUB['.-5.)vl Qo A7 6SCALE: oie• - r_o I-•LJ A 11.1 rn ncu itdfl H� PITCHER RACK ��6SCALE: 3/4" = 1'-0" H NQ1E; ALL WOOD TO RECEIVE 3 COATS MOISTURE -CURE URETHANE 1 2 1x PINE EDGE BOTH ENDS 0 i in , 11 II 11 II 1 I 11 11 II 11 1 - I 11 11 11 11 1 1 it 11 11 II 1 1 11 11 - 11 11 I I Il - II 11 II I I 11 II II 11 I 1 11 11 11 11 1 , 11 11 II II 1 I 11 II 11 11 I 1 11 II 11 11 1 1 11 11 11 11 1 1 11 11 11 11 1 1 II 11 II 11 1 4 3/4 4 5/8r. 3/4 5/81, 3/4" A/C PLYWD. 3 4" 3/4" rLL3 4' (SAND SMOOTH) /4" /4" /4/4' CHAIN TO CEILING it EYEOK IN 1x2 1/4" PINE N EACH CORNER 1 1 x3 PINE In1 1 2 2171[3'[ [3'[ [3", 1 1 2" r n 1 x2 PINE SCREW/ 1 2 1 /2 2 1 /2" 1 /2 GLUE TO PLYWD. 6H GLASS RACK A 16 SCALE: 3/4" = 1'-0" IQM ALL WOOD TO RECEIVE 3 COATS MOISTURE -CURE URETHANE 5 I 6 1 �' 8 1 12'-3" FIELD VERIFY BEFORE FABRICATION V-0" L 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0 3/4- FILLEF TRIM - FI LD FIT z 0 V E m w •r n 4 /n" nn n XfrDICV ❑C*C*nDC' C'APPItf Amr)m '--------------- ---------------- ---------- -------------l-;------------- = <------ - ---- ---------------= ---- ----; <---------------- ------ ---- - -- ------=------_-- 0 3'-2 1/4" SOFFIT PANEL TO CONCEAL AV WIRING MATCH T-SHIRT DISPLAY CONSTRUCTION -------.....---- I I I I I 1 1 I AV RACK 1 BY VENDOR 1 1 1 I I 1 1 1 I 1 I I I I I CLEAR BASE T-SHIRT DISPLAY FOR REFERENCE ONLY VERIFY WITH OWNER BEFORE CONSTRUCTION 07 T-SHIRT DISPLAY �Aj 6 SCALE: 3/4" = 1'-0" 10 O o CLEAR FINISH ALL VISIBLE SURFACES 0 I 0 I 0 I � I Oo 1x2 CLEAR SPRUCE OR PINE EDGE TRIM �j ROUT TOP EDGE W/ ROUNDING OVER BIT N O j DOORS - TO BE N FABRICATED OF CEDAR N r� 1X CEDAR TRIM - 11 3/4" A -A PLYWD. 12 A CLEAR FINISH ALL VISIBLE SURFACES r-91r 1x2 HARDWOOD FRAME 1/4" PLYWD. BACK PANEL 3/4" A-B PLYWD. C SHELVES W/ SHELF STANDARDS . LINE OF WALL I 2x4 WD. BASE V-4 3/4" 1'-8 1/4" 5'-2 1/4" FIELD VERIFY BEFORE FABRICATION 3,'4" 3/4' 3 18" iL 1 x2 CEDAR 1x2 CEDAR SPRUCE ��—� _' OR PINE —--_ I I , 0 CLEAR FINISH ALL VISIBLE ////i /� j ; ; I SURFACES O 4 //�� / 1 I LOCK I (2) 1/8" SLIDING —� ° ; GLASS DOOR in LOCK 3/4" A-B PLYWD. (Z) 1 /8" SLIDING j ADJUSTABLE SHELF x/sGLASSDOOR. ° ° Aogd/ I o ° z a /�/� I I 1x2 CEDAR 0 \ O U F Q T 1 1 1 1x2 CLEAR SPRUCE OR PINE ° O 3/4" A-B PLYWD. co T ,� � I o uj w /0, ' 1 0 I L. 1 1 ; w ' o LOCK 1, I o 0 GLASS BDOORDING 00 r ° ° 3/4" A-B PLYWD, 1x2 CLEAR SPRUCE o I LOCK ° ° ADJUSTABLE SHELF CLEAR FINISH ALL /�i 40, ��j� o I OR PINE EDGE TRIM ROUT TOP EDGE W/ r� VISIBLE SURFACES F ' ROUNDING OVER BIT 3/4" A -A PLYWD, CLEAR FINISH ALL VISIBLE SURFACES F 0 1/4" PLYWD. BACK r PANEL 3/4" A-B PLYWD. LOCK 0 SHELVES W/ SHELF STANDARDS of DOORS - TO BE - LINE OF WALL FABRICATED OF CEDAR o i -77 L R 2x4 WD, BASE 2x4 WD. BASE `t M \ M 3" 15" ZCEDAR BASE r7 -43"� 11--3" 1X CEDAR TRI ('H'5 TROPHY CASE Al 6 SCALE: 3/4" = 1'--0" (2) 1/8" SLIDING 1x2 HARDWOOD GLASS DOOR ° ° I - FRAME 1x2 CLEAR SPRUCE Cj OR PINE EDGE TRIM U -LINE OF WALL ROUT TOP EDGE W/ ROUNDING OVER BI 1x2 HARDWOOD FRAME DOORS - TO B� 1/4" PLYWD. BACK o FABRICATED OF PANEL 1 CEDAR I LOCK 0 A 3/4" A-B PLYWD. j SHELVES W/ SHELF STANDARDS a ,, --- ----- ------ - --�---- - --� ---- '--------------------------� - - ----------- ------- ----_ r, 1X CEDAR H91 MERCHANDISE CABINET 1'-6" 3 4 5 6 7: 8 9 10 - — 12 LMHT Project No. 05100 THIS DRAWING 15 THE PROPERTY OF THE ARCHITECT AND MAY NOT DE REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION in NCID C" us rn cm N I� 1� � a tl w w" z Z r; �J 6 z � A W. i W °- n ❑ rV V U o W "Z rz E o � -E o w Q N m a Vk W) cq © t ® U— co L_ V I *#__ Go C t� u_ '166— C 1 U �-• U r• ® t` vrna, v " U �00. Li ® W�q+t ..w o ® ~ O L s 0 F-- din 00 r_ `" o CD 1: O 200 oo -. r• n 3: 0 v) MILLWORK DETAILS �0 Z:\2QO5\Q51OQ\A16.dw9 May 17, 2005-2:59pm MI 31 CI to n 1111211111111111 slim LOCKED STORAGE 123 STORAGE z 5 g 7 3 4 WAIT STATION al 1 77 �; � I• � o 0 © ECO SYSTEM 1 :rl r 11 pl ©O .00By VENDOR AFF— ■r 1 ■ 0 r r� OFFICE �1 1■�� 118 " PVA5t1 SHIELD BEER PYTHON 11 F OVERHEAD zT^ �fT����llll ax° 8 1 II O 0 ►► C 0 0 ° I► )o Oo Oo Oo ��6 ��$' � Oo Oo o II / DI G rp II / II DINING D SODA PYTHON OVERHEAD 105 W/ V CRIMP ENCLOSURE II II / 5 00 II / �SLINGLINE ABOVE ® 09 O II 6'-10" - SEE DET. U4 II C7/A15 O O 13 I 13 � , n(D 3 II e II 4 1 1 00 0 II 1 6 O O ING 3 II / '° 0� 0 0 QII m 50 R �ll 104 0 0 II 0 II (D0 0 0II II -�' SPLASH `� O O II GUARD , f: DOD � II UN BEER & 3 II ODA II YTHON PI NDER OUNTER t4 109 I I I SLINHDCP ACCESS (TYP) II GLINE ABOVE ® 6 -10 - SEE DEY\ Ir — \ � C7/A15 C \ O II I II O 0 =40go 0 C II II D PRE 1 a 7c IN VESTIBULE II 50 70 47 (°° •- WAIT I D GIFT SHOP 100 r 7b 61 STA. O (D101cial II II 0 C � � II Oil Z� 1 z,4 12 12 t2 12 12 II 21 za 25 tse i 2Jd z(a N ROOF z,.a xiau tlpOuaAA zmwa 48 z ,s < 125 All / II 12 12 12 12 T2 12 II FREEZER 0-4/ II II /% II v L. 12 12 12 12 12 12 EOUIPMENT PLAN F4 11 �, F4 SCALE: 3/16" = 1'-0" SEATING COUNT TABLE SIZE X QTY. = SUBTOTAL 4-TOP TABLE W SEATS X 10 = 40 4-TOP TABLE W STOOLS X 6 = 24 4-TOP BOOTH X 3 = 12 6-TOP TABLE W STOOLS X 12 = 72 6-TOP BOOTH X 4 = 24 8-TOP TABLE W STOOLS X 1 = 8 4-TOP EXT. TABLE W CHAIRS X 17 = 68 1-BAR STOOLS ® BAR X 12 = 12 TOTALS = 53 = 260 0 GENERAL CONTRACTOR RESPONSIBLE TO SET UP DELIVERY SCHEDULE TO UNLOAD , STORE AND PROTECT AS REQUIRED AND TO ASSEMBLE AND INSTALL PER MFR INSTRUCTIONS CHAIN SOURCE, INC. CONTACT JOELLA FRITH (904) 866-2030 „ 12 4 SEATING SCHEDULE CODE OUAN ITY DESCRIPTION APPROVED SPECIFICATIONS MANUFAC-11 RER T1 37 TABLE CHAIRS CHAIN SOURCE, INC. O 10 36" SQ. TABLE CHAIN SOURCE, INC. LOW BAR STOOLS CHAIN SOURCE, INC. Q3 24 ® 6 LOW 30"x48" TABLE CHAIN SOURCE, INC. HIGH BAR STOOLS CHAIN SOURCE, INC. O 83 ® 10 HIGH BAR STOOLS CHAIN SOURCE, INC. W/ BACK RESTS �7 12 HIGH 30"x66" TABLE CHAIN SOURCE, INC. ® 4 66' BOOTH CHAIN SOURCE, INC. ® 3 52" BOOTH CHAIN SOURCE, INC. 1 HIGH 29"x90" LONG TABLE CHAIN SOURCE, INC. 1�1 68 EXTERIOR TABLE CHAIRS CHAIN SOURCE, INC. © 17 36" ROUND TABLE - EXTERIOR CHAIN SOURCE, INC. 2 LOW BAR STOOLS CHAIN SOURCE, INC. W/ BACK RESTS LMHT Project No. 05100 ���I���_ m THIS ARCHITECT IS AND PROMAY NtiY E 'nr�, THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION maw DESCRVnON _ 1 HAND SINK _—_ r CD 2 — ICE MACHINE _ Ln L 2a AUTO CLEANING SYSTEM v A �. yr rn N 2b REMOTE CONDENSER In CL 4a WATER FILTER 4b -WATER FILTER Z o F 5 1 COMPARTMENT PREP SINK =31 � y, W60 S.S. WORK TABLE 30"x60' fi 6b S.S. WORK TABLE 30"x48" c 04 6c S.S. WORK TABLE 30"66 O r U 'o = E 6d S.S. WORK TABLE 30x36" W OVERSHELF ® Ge S.S. WORK TABLE 30"x84" u) -E co c, L y 6f S.S. WING SHAKE TABLE; .Q N Q 7a S.S. WALL SHELF B 7b S.S. WALL SHELF 7c S.S. WALL SHELF _ 8 THREE COMPARTMENT SINK_ 9 WALL MTD. POT RACK 10 SOILED DISHTABLE 11 S.S. DISH LE SHELVING 12 LOW TEMP DISHWASHER - 13 CLEAN DISH TABLE 14 S.S. OVERHEAD SHELF 18 GARBAGE CAN 18a UNDER TABLE GARBAGE CAN^� C 19 WALK-IN BEER COOLER 19a BEER COOLER REMOTE CONDENSER 19b BEER COOLER EVAPORATOR .w 20 WALK-IN COOLER 20a COOLER REMOTE CONDENSER 20b COOLER EVAPORATOR 21 WALK-IN FREEZER W/ FLOOR 21a FREEZER REMOTE CONDENSER - 21b FREEZER EVAPORATOR 25 WIRE SHELVING J 26 DUNNAGE RACKS -- 27 POLYMER SHELVING -- -- - 28 29 REMOTE BEER SYSTEM BEER GAS BLENDER _ 33 BAG -IN -BOX _ �- 33a REMOTE CARBGNATOR. 34 CO2 TANK 37 2 BURNER RANGE 38 _ GRIDDLE 39 BREADING STATION _ 40 REF. COOKING EQUIP. STAND 41 FRYER BATTERY 43 S.S. COOKING EXHAUST HOOD 44 FIRE SUPRESSION SYSTEM - 45 SLIDING TOP REFRIG. 46 HOT FOOD TABLE 47 COUNTERTOP WARMER 49 WORKTOP REFRIG. J 50 RAISED COND. PREP TABLE 51 VERT. CONTACT TOASTER _ 52 FLAT SANDWICH GRILL 53 BAR SINK —"-� 54 BAR HAND/DUMP SINK 55 HANGING 16 CUOPLER BEER STATIO 55a BAR TOP DRAIN PAN 56 GLASS FROSTER 57 BACK BAR 4 DOOR REFRIG_ 59 GLASS WASHER 60 S.S. WAIT STATION TABLE 61 COFFEE MAKER_____,___ 62 ICE TEA MAKER 63 SODA STATION W/ ICE BIN 65 P.O.S. STATION 66 STRIP DOOR J - 69 AIR CURTAIN 70 OFFICE CHAIR 71 COMPUTER/P.O.S`-_.- 72 SAFE 73 PRINTER/FAX/COPIER 74 2 DRAWER FILE 78 ICE BIN 79 BAR SODA GUN ---� 87 DOUBLE STEAMER 89 TIMERS_�- 93 FLOOR TROUGH DRAIN 94 WATER SOFTENER 9 10 n 12 8 -- 0 �r G IH LL O 0 U O a, t• � x �y co N M M 4-- V M 0 L$-. C v. O x O d' w Q< -w o-6 0) IUD L u C7 C v o 0 o a _ IDDa�n EQUIPMENT PLAN Dwg. E01 rr, 5 Z: \2005\05100\EQ1.dwg May 18, 2005-12: 44prn - - - �= �=g..�rsza^_:�-..�':^.::SX2_."'��..:>.':"-�.:�::wz1~'i�nrr� _.. ..,,_ ._..�. .r.!R^:.^f�...'•;t;r�n' wni,�.,;a;a�;,.,.s.;...., kI c l toliIIIIIIIII IEI ®m 1 GI I.'IM_ , • 0 12 1 2 3 4 5 6 '. 8 KITCHEN EQUIPMENT SCHEDULE GENERAL ELECTRICAL PLUMBING MFGR. SIB/MW8_ FURN. WT" CONK. VOLT PHASE AMPS HP CON HW HW DRAM GAS Mnla GAS LOAD UL NSF AGA REMARKS CTEM OTY. DESCPMTKM BY BY BY (1i0,) (140t') SIZE SIZE M" 1/2" 1/2" 1 1/2' X W/ SIDE SPLASHES, K-316-W FAUCET W/WRIST HANDLES, SIDE MOUNTING BRACKET 1 4 HAND SINK ADVANCE TABCO 7-PS-50 KES PC PC -- 2 1 ICE MACHINE MANITOWOC QY- 1894N KES KES PC/l C 208 1 26.9 3.5 3/8" X X ON S-970 BIN; POWER TO REMOTE CONDENSER SUPPLIED FROM ICE MACHINE-` 2a 1 AUTO CLEANING SYSTEM MANITOWOC AuCS KES KES PC/EC 115 1 013 - X X X POWER TO REMOTE CONDENSER SUPPLIED FROM ICE MACHINE 2b 1 REMOTE CONDENSER MANITOWOC JC-1895 KES GC E.C. 208 1 1,3 PFSBSI-DUAL-HF _ 4a 1 WATER FILTER PSF PUREMARK 9321-2022 KES KES PC 3/4" - 4b 1 WATER FILTER PER VENDER PER VENDER VENDER VENDER VENDER 3/4" - 5 2 1 COMPARTMENT PREP SINK ADVANCE TABCO 9i4-61-18-24L KES KES PC 1/2' 1/2" 1 1/2" - X W/ T&S BRASS FAUCET B-231 W/B-WH-4" BLADE HANDLES do 12" SWING NOZZLE X 1 1/2" SPLASH W/ UNDERSHELF 60 1 S.S. WORK TABLE 30"x60" ADVANCE TABCO FSS 305 KES KES _ " SPLASH W/ UNDERSHELF 6b 3 S.S. WORK TABLE 30'x48" ADVANCE TABCO FSS 304 KES KES X - 1 1/2 Bc 1 X`- 1 1/2" SPLASH S.S. WORK TABLE 30"x96" ADVANCE TABCO FSS 308 KES KES W/ UNDERSHELF &REAR MID. OVERSHELF fj PT-15R-96 X 6d 1 S.S. WORK TABLE 30"x36' ADVANCE TABCO SS 303 KES KES _ FLAT TOP W/ UNDERSHELF _ 60 1 S.S. WORK TABLE 30"x84" ADVANCE TABCO FSS 307 KES KES X - -1 1/2" SPLASH W/ UNDERSHELF 1 S.S. WING SHAKE TABLE ADVANCE TABCO KSS-365 KES KES _X _ W/ CUSTOM PT-15R-60 REAR MTD, OVERSNELF 6f - 7a 6 S.S. WALL SHELF ADVANCE TABCO WS-15-48 KES GC X - GC TO PROVIDE BLKG. IN WALL - 7b 2 S.S. WALL SHELF ADVANCE TABCO WS-15-60 KES GC - X GC TO PROVIDE BLKG. IN WALL X- 7c 3 S.S. WALL SHELF ADVANCE TABCO jY5-15-36 KES GC ` GC TO PROVIDE BLKG. IN WALL B 1 THREE COMPARTMENT SINK ADVANCE TABCO 94-63 54-24RL KES KES _PC 1/2' - 1/2" - 1 1/2" X T W/ T&S BRASS FAUCET B-230 W/ B-WH-4" WRIST HANDLES & 14" NOZZLE X GC TO PROVIDE BUCC. IN WALL 9 1 WALL MID. POT RACK ADVANCE TABCO P.S-15-96 KES GC - - - 10 1 SOILED DISHTABLE ADVANCE TABCO D S-S30-72L^T KES KES PC 1/2" 1/2" 1 1/2" X - - W/ TES BRASS PRE -RINSE UNIT W/ B-WH-4" WRIST HANDLES &ROUND OPNG. FOR GARBA X CC 70 INSTALL BLKG. IN WADS AS REQ'0. 11 2 S.S. DISHTABLE SHELVING ADVANCE TABCO 6T-6R-22 KES GC - 12 1 LOW TEMP DISHWASHER LEASE OWNER KES PC/EC 120 1 - 25 _ 1 _ 3/4" _ 1 1/2" X X -- NEMA 5-50 13 1 CLEAN DISH TABLE ADVANCE TABCO DTC-S30-48R KES KES -_- X -_- -W/ DTA-SS-42 UNDERSHELF - SET ON PICKUP COUNTER 14 1 S.S. OVERHEAD SHELF ADVANCE TABCO KES KES- 18 1 GARBAGE CAN VARIES KES KES - - - -- - 18a 2 UNDER TABLE GARBAGE CAN KES KES --- -- AT WAIT STATIONS - ---__ 19 1 WALK-IN BEER COOLER AMERICAN PANEL CUSTOM KES GC X X 190 1 BEER COOLER REMOTE CONDENSER AMERICAN PANEL KES 00 PC/EC 208 3 15.6 X X - _- ON BLDG. ROOF 19b 1 BEER COOLER EVAPORATOR AMERICAN PANEL KES GC PC/EC 200 - 1 313 X X X ?C 20 1 WALK-IN COOLER AMERICAN1 PANEL CUSTOM KES GC -_ _ _ _ •.-_• - 20a 1 COOLER REMOTE CONDENSER AMERICAN PANEL 1' - KES GC PC/EC 20B 3 15.4 --- v X x -- - ON`BLDG. ROOF - -_._ ---- 20b 1 COOLER EVAPORATOR AMERICAN PANEL KES GC PC/EC 208 1 2.2 _^ X X 21 2 WALK-IN FREEZER W/ FLOOR AMERICAN PANEL A CUSTOM KES GC -- -_-- X X- 21a 1 FREEZER REMOTE CONDENSER AMERICAN PANEL KES GC PC/EC 200 3 11.8 2 - - X -X_- _ -- ON BLDG.ROUF 21b 1 FREEZER EVAPORATOR AMERICAN PANEL KES GC PC/EC 208 1 9,8 - X X 25 9 WIRE SHELVING METRO VARIES KES KES - _ ---- - _ X 26 8 DUNNAGE RACKS NEW AGE VARIES KES KES 27 12 POLYMER SHELVING METRO VARIES KES KES - _ X-- _ ----- -- 28 1 REMOTE BEER SYSTEM PERUCK 4410 SERIES KES KES EC 120 1 12.5 1/2 X X--- 29 1 BEER GAS BLENDER McDANTI, TRUMIX 200 KES KES X X 33 1 BAG -IN -BOX VENDER VENDER VENDER VENDER 115 1 _ X X-- PROVIDE RECEPTACLE AT EQUIPMENT LOCATION 330 2 REMOTE CARBONATOR. VENDER VENDER VENDER VENDER 115 1 - -- X X REMOTE CAR80NATORS AT SODA STATIONS. 34 1 CO2 TANK VENDOR VENDOR VENDOR -_ X - - -�- - -- - -- -- 37 1 2 BURNER RANGE VULCAN MG12 SERIES KES KES -PC 3/4" 52 - X - -- - _--- _ -- -'- 38 1 GRIDDLE VULCAN 960A KES KES 120 1 1.5 - -- 3/4" 150 X --- _ 39 1 BREADING STATION RANDELL HR5136OWPOM KES KES 115 1 9 - 1/3 X X _ 40 1 REF. COOKING EQUIP. STAND RANDELL 20105SC KES KES -� 120 1 12 1/2 X X 4" H.D. CASTERS -_ 41 1 FRYER BATTERY PITCO HOA PROTO-HTR-5-L KES KES 115 1 1.7 (3) 1" (6) 140 X X- - V(6) SG18S FRYERS AND FILTER DRAWER AND FOOD WARMER-- 43 1 S.S. COOKING EXHAUST HOOD CAPTIVE AIRE CUSTOM _ KES MC MC 208 3 -- _ X X - SEE ROOF PLAN FOR LOCATIONS OF FANS.- 44 1 FIRE SUPRESSION SYSTEM CAPTIVE-AIRE CUSTOM KES MC MC/EC 45 1 SLIDING TOP REFRIG. RANDELL HR4337W KES KES E.C. 115 1 7.2 1/3 - X - X _ VW/ 6" H.D. CASTERS 46 1 HOT FOOD TABLE RANDELL 3612 KES KES EC 208 1 8.32 X X W/ 6" H.Q. CASTERS. NEMA 6-20 47 1 COUNTERTOP WARMER APW WYO1T W-3V KES rKE EC 120 1 10 X X-- - _ _- 49 1 WORKTOP REFRIG. RANDELL 9215-32-7F-48' KES EC 115 19,0 1/3 X X W/ 6" H.D. CASTERS50 1 RAISED COND. PREP TABLE RANDELL 8411INKES EC 115 1 12.8 5/8 X X W/ 6" H.D. CA5TTR5 51 1 VERT. CONTACT TOASTER ROUNDUP TOASTERS VOT-1000 9210702 KES -EC 208 s 1 12.5 _-_`- X X NEMA 6-20 _ 52 1 FLAT SANDWICH GRILL FLEETWOOD SASEG KES KES EC 115 1 14 _ X X SITS ON ITEM j�49 53 1 BAR SINK KROWNE 22-53C KES KES PC _ 1/2' 1/2" 1" X 54 1 BAR HAND/DUMP SINK KROWNE 22-1C - KES KES PC 1/2" �^ 1/2" -1 1/2" X ATTACH TO ITEM #53 55 1 HANGING 16 CUOPLER BEER STATION PERUCK 26000F KES KES VENDER - X _ HUNG FROM 13AFFEL W/ INTREGRAL EMPTY KEG SENSORS 550 1 BAR TOP DRAIN PAN KES KES PC _ 1 1/2" _ MOUNT IN BAR TOP UNDER BEER STATION -- 56 1 GLASS FROSTER PERLICK FR60 KES KES EC - 115 1 7.1 1/3 _ X X _ PROVIDE ADD'L. SET OF SHELVES, AND CASTERS 57 1 BACK BAR 4 DOOR REFRIG. PERUCK BS41) KES KES EC 120 1 9.4 - 1/3 - X X W/ LEGS, GLASS DOORS _ - -- 59 1 GLASS WASHER LEASE OWNER KES EC 120 - 1 7.2 1/3 X X_ SET IN BAR SINK 60 2 S.S. WAIT STATION TABLE ADVANCE TABCO BEV-HOR-307-MOD KES KES I IPC 1/2" 1/2" 1 1/2'- X _ _W/ K-62 FAUCET W/K-320-LU WRIST HANDLES (BY ADVANCE TABCO) - 61 2 COFFEE MAKER PER VENDOR VENDOR VENDOR EC/PC 120 1 14.8 1/4" _ ON ITEM 160 62 2 ICE TEA MAKER PER VENDOR VENDOR VENDOR EC/PC 120 1 14.0 1/4" ON ITEM j60 63 2 SODA STATION W/ ICE BIN PER VENDOR VENDOR VENDOR EC/PC 120 1. 4.0 1/4" 65 6 P.O.S. STATION - OWNER OWNER EC 120- 66 3 STRIP DOOR AL.ECO THE MAX KES GC - 69 1 AIR CURTAIN BERNER ASR1048A KES KES EC 120 1 3/4 X _ _ - 70 1 OFFICE CHAIR OWNER OWNER -- 71 1 COMPUTER/P.O.S. OWNER OWNER EC `- -- 72 1 SAFE OWNER OWNER 73 1 PRINTER/FAX/COPIER OWNER OWNER EC _ - 74 1 2 DRAWER FILE OWNER OWNER-- F79 1 ICE BIN KROWNE 22-24 KES KES PC 1 1/2" X ----- 1 BAR SODA GUN PER VENDOR VENDOR VENDOR X MOUNT TO UNDERSIDE OF BAR WHERE SHOWN ON PLAN 1 DOUBLE STEAMER GROEN (2) VRC-3E KES KES EC/PC 208 3 25 3/4" - 1 1/2' X X - SETS ON ITEM #40. TWO NEMA 15-50 RECEPTS REQUIRED (ONE FOR EACH).- 89 1 TIMERS PRINCE CASTEL 740-T12 KES KES EC 120 -1 0A63 X _ MOUNT TO FRONT OF HOOD 93 4 FLOOR TROUGH DRAIN ADVANCE TABCO FTG-1248 KES PC PC - 3"- 94 1 WATER SOFTENER OWNER GC PC 120 7.5 _ -- --- — - � 3 4 5 s 8 10 1 LMHT Protect N0, 05100 THIS DRAYdN(3 IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED VATHOUT HIS WRITTEN PERMISSION . cr) C � ►n uy � W cr, CL W o Z. F trJ � �C Z to Ll v W -a "C m f m _, o Of h .Q N m d .aINA nti I ' to Q as O vJ f p S{ II i i I I, II, i F i O ® a,0) v -6-CA 0 0 La h" `p r+ ~ vrn� If) O � 0 aoo °O c[ n n L0 cii i ■ I MICA"M Z: \2005\05100\EQ2.dwg May 18, 2005-6: 08am A 0 c E E TS 3"x3"xy4" x 8'-0" OR 10'-0" SPAN 3 TRUSSES MINIMUM —VERIFY LOCATIONS WITH AV VENDOR TRUSS CEILING DECOUPLER ADAPTER BY AV VENDOR ei BLOCKING FOR SUPPORT RACKS RAFTER LAG SCREW INTO EACH RAFTER /1 H H TS 3 x3 W4 D1 BLOCKING,FOR SUPPORT RAII"^%.f[\Q AV1 SCALE: 1 1/2" = 1'-0" F 0 H 1 Z: \2005\05100\AV1.dwg May 18, 2005-9: 52am 12 AUDIO VISUAL PLAN SCALE: 3/16" = V—O" LMHT Project No. 05100 THIS DRAWING IS THE PROPERTY OF IHE ARCHITECT AND MAY NOT BE REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION LO La 1�1.dlry A V.,> i L" I--� u1 a v U O " Z r C/y W Cl V U o Z a o-E h a No d k W W) DI -0 _j E ca -6 - cf) o ® ! 40 co It U— LEGEND CONSTRUCTION NOTES -d 0 O 52~ TV LID. MODEL O _ O 27' TV ZENITH MODEL: i O 20" TV ZENITH MODELO C V 4 A/V RACK A/V RACK n O SPEAKER SPEAKER t r' vrG, v 6 (1) CEILING MOUNT (1) CEILING MOUNT C �' o o O w < N O7 (2) CEILING MOUNT (2) CEILING MOUNT o o 6 I - OU O (3) CEILING MOUNT (3) CEILING MOUNT ® E- �C 0a �-. 0 0 0 S 0 vo O9 (4) CEILING MOUNT (4) CEILING MOUNT LO a N a n 10 CCTV CAMERA CCTV CAMERA 11 TS 3'x3"Y)4 x 12 TS 3"x3"W x 10'-O" i D C DOOR CONTACT H pwg. PANIC/BUTTON HOLDUP INFRARED MOTION DETECTOR AV1 K SECURITY KEYPAD I 6 7 8 9 10 1� f 2 3 4 5 � 2 A FOR CONTINUATION C Lei K 4 ROOF PLAN SCALE: 3/16 = 1'-0 5 7 _..-._ _ .. .. �. ..��. A"A rlAl V 8 12 LMHT Pru'act No. 05100 10 -- -- -- � - — — THIS DRAH1NC I:: THE PROPERTY OF GENERAL NOTESQ Hill ARCHITECTIIEN PERM MAY NOT BE REPRODUCED OR USED MFHOUT HIS NRITTEN PERMISSION 1. ALL PLUMBING VENTS AND MECHANICAL EXHAUST OUTLETS SHALL BE INSTALLED 1U' (MIN.) FROM ANY BUILDING ~ rn FRESH AIR INTAKE AS SHOWN. LO or' 2. FOLLOW SINGLE -PLY OR BUILT-UP ROOF MANUFACTURERS STANDARD DETAILS AT ALL CURB FLASHINGS, CA PIPE/CONDUIT PENETRATIONS, SCUPPERS, ETC. ALL ROOF PENETRATIONS SHALL BE MADE WATERTIGHT. W LO 3. SEE SHEET P4 FOR GAS PIPING RISER. A C" cn rn 4, SEE SHEET A5 FOR EXTERIOR FINISHES. ti 5. ALL PENETRATIONS THRU ROOF SHALL BE BY GEN. CONTR. AS PER ROOF MFR.'S STANDARD DETAILS. �, n o rx 6, ALL ROOF TOP UNITS SHALL BE LEVEL AFTER INSTALLATION. M.C. SHALL VERIFY ALL RTU'S DRAIN PANS FOR PROPER DRAINAGE. .w 7, DO NOT SCALE DRAWING. ° 8. SEE SHEET E5 FOR ROOFTOP ELECTRICAL. >� z c� CL CONSTRUCTION NOTES: ul 6 CONTRACTOR SHALL ROUTE CONDENSATE DRAIN ONTO ROOF AND TERMINATE W/ 2" AIR GAP MIN. SEE UTL. F110/PM2. w .�? a v �1 PLUMBING C f J SAFETY DISCONNECT SWITCHES ARE FACTORY INSTALLED IN ALL RTU'S AND PROVIDED WITH FANS. SEE SHEET E5 a o a (3 WP/GFI SERVICE RECEPTACLE IS FACTORY INSTALLED. SEE SHEET E5 FOR CIRCUIT. ra ® TYPE 'X' EXTERIOR LIGHT FIXTURE. SEE SHEETS E2 AND E5 FOR ADDITIONAL INFORMATION. ------- O R.C. SHALL BE RESPONSIBLE FOR WIRING FOR POWER/CONTROLS BETWEEN CONDENSING UNIT AND EVAP. FAN INSIDE FREEZER/COOLERS. AS REQUIRED, E.C. SHALL PROVIDE/INSTALL DISCONNECT. SEE SHEET E5. ca Q SAFETY DISCONNECT SWITCH BY E.C. SEE SHEET E5. i ALL GAS PIPING AND ELECT. CONDUITS PENETRATING ROOF SHALL BE FLASHED (SEE DET. E10/PM2) INSTALLED BY G.C. & ROOFING CONTRACTOR. STANDARD MOUNTING FOR THE SATELLITE DISH (VERIFY W/ OWNER) SHALL BE THE NON -PENETRATING ROOF MOUNT AS SHOWN. THE ALTERNATE MOUNTING METHOD IS WALL MOUNT. THE EQUIPMENT SUPPLIER SHALL DETERMINE THE MOUNT MOST APPROPRIATE ' AT THE TIME OF INSTALLATION. THE LOCATION ON THE ROOF MUST HAVE A CLEAR VIEW OF THE SOUTH/SOUTHWESTERN SKY. e� �9 SATELLITE DISH (VERIFY W/ OWNER) SHALL BE GROUNDED TO THE ELECTRICAL SYSTEM PER N.E.C. ARTICLE 810.21. 10 SEE SHEET E5 FOR ADDITIONAL SATELLITE DISH INFORMATION. C ;� 11 M.C. SHALL LABEL ROOF TOP MECHANICAL UNITS WITH 3" HIGH BLACK LETTER, I.E. RTU#1. 12 G.C. SHALL SUPPLY 4x4 SUPPORTS FOR CONDENSERAS REQUIRED, M.C. SHALL PROVIDE AND INSTALL "GREASE GUARD" GREASE CONTAINMENT SYSTEM BY FACILITEC (OR APPROVED EQUAL). C4 13 .� U— r�r v. LP {�ewl f` 0 (�� U C • U r- 0 M w Q�j M q M M V� � 0 x Q -4 WQNN + 3 07 m I I O >~ � voo „■ � a �j �O cn 2 H pwg ml Z: \2005\05100\PME1.dwg May 18, 2005--11: 54am 3 4 10 - 1 11 12 0� cl SCH. 40 STEEL SLEEVE. SLEEVES TO BE FLUSH W/ WALL (1 PIPE SIZE MIN. LARGER THAN SUPPLY PIPE) EXTERIOR _-.--ESCUTCHEON PLATE ---SUPPLY GAS PIPE, SCH. 40 CAULK BETWEEN SLEEVE & GAS PIPE (ALL AROUND) D rD 1 WALL SLEEVE DETAIL P M 2 NO SCALE NOTE: VERIFY THAT STRUCTURAL MEMBERS WILL NOT INTERFERE WITH GAS PIPE AT THE WALL PENETRATION. I E I TREATED 4x4x8" LONG - AT ALL "T"S, "L"S AND 6'-0" O.C. MAX. ru-"� PIKE SUPPORT PM2j NO SCALE I F I 1/2" OSB SIDING- SEE EXTERIOR ELEV'S --- TYVEK BLDG. WRAP - NOTE: EXTENT OF EMERGENCY OVERFLOW-----< , 4H4 PM2 co G CV ALUM COLLECTOR -Vf I BOX [V 5"x 5" DOWNSPOUT DOWNSPOUT STRAPS 3 TOTAL PER DOWNSPOUT SPACED EVENLY H I1 /Hi\ SECTION THR P M 2 SCALE: 1 1 /2" = 11--0" 1 Z: \2005\05100\PME2.dwg May 17, 2005-6:12pm � MP TAI, PIPE � �A ME 2x6 STUD WALL SEALANT 0 PERIMETER OF SCUPPER (iYP. 0 SCUPPER) 2x6 (TREATED) PREFAB 8"X12" ALUM. SCUPPER ATTACHMENT FOR COLLECTOR BOX ROOFING MEMBRANE OVER PREFAB SCUPPER 0 ROOF LEVEL (2) 2 x 6 P,T. BLOCKING ROOFING MEMBRANE SHALL OVERLAP 0 ALL SCUPPER AREA. U SCUPPER/COLLECTOR, 3 eat FREEZER/COOLER HEAD •WALL WCwLEs . l-o 0 HORIZONTA LAP SIDING Ha SCUPPER/COLLECTO pM2 0 4 :FAB 8"x12" ALUM. 1PPER )F MEMBRANE FLASHING 0 16" o. c. !" OSB (EK BLDG. WRAP NG- SEE ERIOR ELEV'S SLANT 0 PERIMETER OF JPPER (TYP. 0 SCUPPER) TH SIDES x 5 DOWNSPOUT JM COLLECTOR BOX R PLAN rI ROOF TOP UNIT RTU SHALL BE LEVELED AFTER INSTALLATION, M.C. SHALL CHECK CONDENSATE DRAIN PAN FOR PROPER DRAINAGE METAL CURB FURNISHED BY RTU MFR 22 GA. GALV.. AIR, DUCT COMPRESS INSULATION UP & . SLIP BETWEEN DUCT AND CURB TAPERED 2x SHIM TO LEVEL HVAC UNIT AS REQUIRED NEW 2" FIBERGLASS DUCT INSULATION ---- -- - ... ■/u g 1 9 GASKET FURNISHED BY RTU MFR SET TOP OF CURB LEVEL NOTE: EXHAUST FAN & M.U.A. CURBS SIMILAR rCf PIPE FLASHING PM2 SCALE: 3" = 1'--0" CONDENSING! UNIT 3" PVC SLEEVE FOR REFRIGERANT PIPING AND 1g" CONDUIT, SEES DET. E10/PM2 MIN. C10 PM2 ROOF MEMBRANE p R TAPERED ROOF INSULATION 1" RIGID CONDUIT FOR ELECTRIC ET CONDENSING UNIT DETAIL �pw) SCALE: 1 /2" 1'-0" i PIPE' OR C, BONDING f HEAT WELD SEAM SEAL ROOF MEMI RIGID ROOF INSL PLYWOOD U-BOLT A 2x BLKG. H7 tM 2 SCALE: 3" = 1'-0" 7 PIPE FLASHING n y ATTACH DUCT TO CURB W/SHEET METAL SCREWS INSULATION BY ROOFING CONTRACTOR BONDING ADHESIVE SINGLE -PLY FLASHING UP & OVER TOP OF CURB ROOF MEMBRANE RIGID ROOF INSULATION PLYWOOD DECKING VAPOR BARRIER TAPE WOOD BLKG VIBRATION DAMPER (PROVIDED BY M.C.) 4x4 P.T. SKIDS -Al AKiT A1,L AROUND STEEL CLAMP MESIVE FLASHING 4NT RANE 10..._____�r... ..n cio CONDENSING SCALE: 3" 90' SINGLE FLASHING PIPE OR C ROOF MEM RIGID ROOF INSI PLYWOOD U-BOLT f 2x BLKG. E10 FLASHING FO PM2 SCALE: S' A 30LT I UNIT DETAIL ROOF UNIT R CONDUIT/PIPING CONDENSATE DRAIN WITH -TRAP FROM ROOF TOP VAC UNIT SCHEDULE 40, PV " TRAP DEPTH OR MINIMUM EQUIRED BY MANUFACTURER WHICH EVER IS GREATER). !OOFING MATERIAL =F DECK rHi 6 CONDENSATE DRAIN �p� �q ) SCALE: N.T.S. io n tz C C Ll LMHT Pro'Taut No. 05100 THIS DRAl1'N'; IS THE PROPERTY OF THE AR�ii1hECT AND MAYNOTBE REPRODUCED OR OSED WITHODT HIS WRITRIll PERMISSION Colo C� ko c" rn LILA � r-- r- �' l� ul ' w o z z Ei za• w 3 °- rr- w -a C� M E o 0000 ' M C7 0 0 00 Lo L � 0 C) u- 0 ® C �r� L. L O vJ " U) M M �- U �x`nov. c O wacvrr .�..+ a s C? 10I O ~' ~ t.- `ter-' O c O v 8 c c> o ao , r• n u7 V) = ann A .11 C n SEI F01 F 1 2 3 5 m 7 WASTE ENT PLAN SCALE: 3/16 = 1'-0 8 9 1 3 1 4 5 6 1 7 o g 10 11 12 GENERAL NOTES 1. SEE SHEET P2 FOR ALL GENERAL NOTES. 2. ALL ROUGH -IN DIMENSIONS SEE SHEETS P5 AND P6. CONSTRUCTION NOTES G1 THE PLUMBING CONTRACTOR SHALL PROVIDE CAST IRON P-TRAP & 10' MINIMUM OF CAST IRON WASTE PIPING LEADER. INTERCONNECT 1-1/2" SINK COMPARTMENT DRAINS AND ROUTE TO FLOOR SINK, TERMINATE WITH 2" AIR GAP (MIN,) OR TWICE A THE EFFECTIVE DIAMETER WHICK EVER IS LARGER. Q ALL VENT PIPING IN WALL SHALL BE MADE OF NON-COMBUSTIBLE MATERIAL (CAST-IRON). ® ROUTE 1-1/2" DRAIN FROM DIRTY DISH TABLE PRE RINSE SINK INDIRECTLY TO FLOOR SINK. PROVIDE 2" MIN. AIR GAP OR TWICE THE EFFECTIVE DRAIN DIAMETER WHICH EVER IS LARGER. P.C. SHALL PROVIDE DRAIN FROM DISHWASHER TO FLOOR SINK. TERMINATE WITH 2" AIR GAP (MIN.) OR TWICE THE EFFECTIVE DRAIN DIAMETER WHICH EVER IS LARGER © P.C. SHALL ROUTE CONDENSATE DRAINS FROM FREEZER/COOLER EVAPORATORS TO HUB/TRENCH DRAIN WITH 2" AIR GAP MIN OR TWICE THE EFFECTIVE DIAMETER WHICH EVER IS LARGER. PROVIDE HEAT TAPE ON PORTION OF PIPING INSIDE FREEZER. P.C. SHALL ROUTE EQUIPMENT DRAIN(S) DOWN TO RECEPTOR WITH 2" AIR GAP MIN. (INDIRECT) OR TWICE THE EFFECTIVE DIAMETER WHICHEVER IS 8� BEER LINES AND SODA LINES TO BE PROVIDED BY VENDOR. SEE SHEET EQ-1. FIXTURE SCHEDULE (P.C. SHALL PROVIDE THESE FIXTURES OR EQUAL AS APPROVED BY OWNER) WC-1 WATER CLOSET, FLOOR MOUNTED, FLUSH VALVE A. AMERICAN STANDARD MADERA EL 1.6, 2234,015, 1.6 GAL/FLUSH B. SEAT - CHURCH #9500C OPEN FRONT LESS COVER C. SENSOR FLUSH VALVE - SLOAN ROYAL 111-ES-S, 1.6 GAL/FLUSH B D. MOUNT FLUSH CONTROL ON WIDE SIDE OF STALL FOR ACCESSIBILITY, WC--2 WATER CLOSET, FLOOR MOUNTED, FLUSH VALVE (HANDICAP) A. AMERICAN STANDARD CADET 17"H EL 1.6/FV, 3043.102, 1.6 GAL/FLUSH B. SEAT - CHURCH #9500C OPEN FRONT LESS COVER C. SENSOR FLUSH VALVE - SLOAN ROYAL 111-ES-S, 1.6 GAL FLUSH D. MOUNT FLUSH CONTROL ON WIDE SIDE OF STALL FOR ACCESSIBILITY. WC-2A WATER CLOSET, FLOOR MOUNTED, FLUSH VALVE (HANDICAP) A. AMERICAN STANDARD CADET 17"H EL 1.6/FV, 3043.102, 1.6 GAL/FLUSH B. SEAT - CHURCH #9500C OPEN FRONT LESS COVER C. FLUSH VALVE - SLOAN ROYAL 111, 1.6 GAL/FLUSH D. MOUNT FLUSH CONTROL ON WIDE SIDE OF STALL FOR ACCESSIBILITY. U-1 URINAL, WALL MOUNTED, FLUSH VALVE A. URINAL - AMERICAN STANDARD WASHBROOK 6501.010, 1.0 GAL./FLUSH B. SENSOR FLUSH VALVE — SLOAN ROYAL 186-1—ES—S C. ZURN CARRIER TYPE TO FIT INSTALLATION REQUIREMENTS D. MOUNTED 24" A.F.F. U-2 URINAL, WALL MOUNTED, FLUSH VALVE (HANDICAP) (+ A. URINAL - AMERICAN STANDARD WASHBROOK 6501.010, 1.0 GAL. FLUSH B. SENSOR FLUSH VALVE - SLOAN ROYAL 186-1-ES-S C. ZURN CARRIER TYPE TO FIT INSTALLATION REQUIREMENTS D. MOUNTED 17" A.F.F. L-1 LAVATORY, COUNTERTOP A. LAVATORY - AMERICAN STANDARD AQUALYN 0476.028 B. FAUCET - SLOAN ETF-80-A-LT-EL154 C. SUPPLIES - McGUIRE 167. STRAINER - McGUIRE 155A. TRAP - McGUIRE 8902 D. PROVIDE TRUEBRO (OR EQUAL) PIPING PROTECTION ON EXPOSED HOT WATER, COLD WATER, & DRAIN PIPING BELOW SINK E. ORDER ONE TRANSFORMER WITH EACH LAV. E.C. SHALL INSTALL & CONNECT TO EACH FIX\TUBE. (4) REQUIRED TOTAL. L-2 LAVATORY, WALL MOUNTED L-3 A. LAVATORY - AMERICAN STANDARD COMRADE 0124.024 B. FAUCET (L-2) - AMERICAN STANDARD CADET 2350.110 PER A.D.A. C. FAUCET (L-3) - SLOAN ETF-80-A-LT-EL154 D. SUPPLIES - McGUIRE 167. STRAINER - McGUIRE 155A. TRAP - McGUIRE 8902 E. MOUNT TOP OF RIM 34" FROM FINISHED FLOOR PER ADA. F. PROVIDE TRUEBRO (OR EQUAL) PIPING PROTECTION ON EXPOSED HOT WATER, COLD WATER, & DRAIN PIPING BELOW SINK WI-1 GAS WATER HEATER (2) REQUIRED A. WATER HEATER - MUNCHKIN MODEL: 199M 260 GALLON RECOVERY AT 100' RISE EA. B. 66,000 TO 199,000 BTU/HR NATURAL GAS INPUT (MODULATING) EA. C. BOILER ASME RATED "H STAMP D. 125PSI ASME RELIEF VALVE (SUPPLIED BY FEC) E. WARRANTY SHALL BE 5 YEARS ON PARTS AND 12 YEARS ON HEAT EXCHANGER F. 3"SCH. 40 PVC (SOLID) EXHAUST/INTAKE FLUE PIPING BY ES. G. EXPANSION TANK - 12.5 GAL. EXPANSION TANK, #TX-30V-C P.C. TO PRESSURIZE TO REGULATED PRESSURE BEFORE INSTALLATION OF EXPANSION TANK, SHELF. INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS H. WATER HEATER AND EXPANSION TANK FURNISHED BY F.E.C. AND INSTALLED BY PLUMBING CONTRACTOR J. PROVIDE VACUUM BREAKER - WATTS NO. 800, 1 1/4" K. SET FOR OPERATION AT 14 L. P/N N1100 NEUTRALIZER CONDENSATE M. 111306-1 HOT WATER CONTROL AQUASTAT N. WET WELL ADAPTOR #7617M 0. (2) PL36 BELL & GOSSETT PUMPS P. (1)PIPE MANIFOLD KIT W/ (4) 1 1 /4" UNIONS (4) 1 1 /4" SHUT OFF VALVES, (2) BOILER DRAIN, (2) CHECK VALVE (2) PRESS/TEMP GAUGE E ST-1 HOT WATER STORAGE TANK, 119 GALLON BY F.E.C. A. STORAGE TANK—BRADFORD WHITE NO. M-3—ST119R5A B. GLASS LINED, 150 PSI WORKING PRESSURE C. SHALL MEET ENERGY CRITERIA SET FORTH IN ASHRAE 90.1-1989 AND BOCA CODE, D. PROVIDE ASME TEMPERATURE AND PRESSURE RELIEF VALVE FD-1 FLOOR DRAIN A. FLOOR DRAIN - PLASTIC ODDITIES, INC. #PHD-844 B. PROVIDE 3" P-TRAP —wo - FD-2 FLOOR DRAIN A. FLOOR DRAIN — ZURN # Z-453—ZB B. 3" TRAP C. BRONZE TAP TD-1 TRENCH DRAIN A. TRENCH DRAIN - STRONGWELL, INC. - 600 SERIES -DRAIN SHALL BE 4'x"x5.5" MINIMUM DEPTH B. PROVIDE WITH S.S SLOTTED GRATE #DG0647 rFS-1 FLOOR SINK A. FLOOR SINK (W/ 1/2" GRATE) - PLASTIC ODDITIES, INC. #PFS-300-H, 14"x14", 8" SUMP DEPTH. F FS-2 FLOOR SINK A. FLOOR SINK (W/ 1/2 GRATE) — ZURN, MODEL NO. Z-1950-2-33 CO-1 CLEANOUT A. PLASTIC ODDITIES, INC. #PCO-700 B. TOP SHALL BE FLUSH WITH FLOOR CO-2 CLEANOUT A. PLASTIC ODDITIES, INC. #PCA-4 WITH COUNTERSUNK PLUG INSTALLED IN PVC TEE WITH PLASTIC ODDITIES #A-1212 ACCESS PANEL CO-3 CLEANOUT A. PLASTIC ODDITIES, INC. #PCA-4 WITH COUNTERSUNK BRONZE PLUG INSTALLED IN AN END OF LINE HUB B. TOP SHALL BE FLUSH WITH FINISHED PAVEMENT GRADE AND SHALL HAVE AN 18"x18"x6" CONCRETE PAD. HB-1 UTILITY FAUCET (BELOW LAVATORY) A. HOSE BIBB — WOODFORD 24P WALL HYDRANT WITH VACUUM BREAKER, LOOSE KEY OPERATED, 3/4" HOSE THREAD, rB-2 FROST PROOF HOSE BIBB A. J.R. SMITH 5609SAPP-1 HOT WATER RECIRCULATION PUMP e. A. TACO MODEL: 008BF3, W/ 1/25 HP, 115V, 1P MOTOR OR APPROVED EQUAL HR-1 WASH DOWN STATION A. T&S MODEL: MV-0771-12CW B. MIXING VALVE, WATER GUN, THERMOMETER, 50' HOSE AND S.S HOSE RACK INCLUDED. C. P.C. SHALL PROVIDE VACUUM BREAKER/BACKFLOW PREVENTER, CHECK VALVES AND SHUT OFF VALVES ABOVE CEILING PER MANUFACTURERS RECOMMENDATIONS. CW-1 CAN WASH A. JOB BUILT BY GENERAL CONTRACTOR 36"x36"x8" B. FAUCET -(2) WOODFORD MODEL Y30 YARD HYDRANTS W/ 4' BURY DEPTH C. FLOOR DRAIN - ZURN # Z-415-ZB Z - WHA j WATER HAMMER ARRESTOR - WATTS SERIES 15. PLUMBING LEGEND WASTE PIPE cam. G — GAS PIPE GAS COCK AND UNION yHHHiHIwH1Ni#HHHIFj CAST IRON WASTE PIPE GATE VALVE FLOOR SINK <7 - - - - - - - - VENT PIPECHECK VALVE 1�7---w--- - COLD WATER PIPE HUB DRAIN FLOOR DRAIN H �---- -140L---� HOT (140') WATER PIPE FLOOR CLEAN OUT IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi TRENCH DRAIN �"""`"""`• �—'I c---_110"__� HOT (110 WATER PIPE VENT THROUGH ROO' -- — — — — — — I) WATER PIPE BELOW SLAB WALL CLEAN OUT V2 ��'�:R�`���;r• �_ HR. FIRE RATED WALL .,..»�...�.,� 12 10 limmomm LMHT Protect No. 05100 THIS DRAW9N0 IS THE PROPERTY or THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION CA cr)'- �-- ° 0 ck. p W w z o �C z z C"W .� m [a W v E C>_ s M E .o to v Q N n ).A to br- 0 Z o LL c O m —1 U- a� wU r- o Q N ^�^ U fit✓ ® 3v o L - O � 0 0 L0 V) E=. cli Z Q 0- F— Z Ld w F— �C G tl� vM v Mo Q N N �- 1n Do r,. cn cn 8 DO CD oo+—nn � •-ann Z: \2005\05100\P1.dwg May 18, 2005-11:14am I A 0 9 E F Y9 I 2 N N SEE SITE PLAN FOR - CONTINUATION 4------------------- _ _ GAS METER [O N 7 N - 0 4b - 7 p TO WAT R _ T HEATER SYJ SEE SITE PLAN FOR ELECTRICAL CONTINUATION �..r rr wwww www BACKFLOW EVENTER F - WH-1 o — 0 1 2 Z: \2005\051 00\P2. dwg May 18, 2005-6: 29am fa, �1 II � 7 0 o 60- D 61 60 i 63 0 0 0 0 li °--t � 1 _140`r _ _ - -1 M--2 IL1_L-1 WC-2 - - --3/4- HW .(140') RETURN I , o n _ �iB-1 0 ' '-----1----_ IV Y-t- - -- Q� l 1 L -- c 4a Ft 3/4" HW (140') RETU N o I F7 _ -0) c -0) FOR ; A{ �-1 FUTURE -i— R�TU 1 12 1 \ 181 lul it cp I 1] I 1 L_J 46 M 63 I_ r 44 G r (OPT.) - - 140' - O 60 e v u u F1—r-» Ld 61 C)L 7 T_ r —rYYY �o c 2U>Citf nJrdB 20,ut8 _ - 21.'ilt 1�136 21�8 214N 2 2Qx1i0 � f/7 (/( � 9 S MUM lI Ll �1 ��- <� WATER/GAS PLAN SCALE: 3/16 = 1'-0 3 � 4 5 E. E F] 12 LMHT Project No. 05100 10 GENERAL NOTES 1HE ARCHITECT AND MAY NOT BE THIS URA0ED R THE PROPERTY IS REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION 1. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR. CONTRACTOR SHALL INSTALL SYSTEMS, EQUIPMENT & COMPONENTS IN ACCORDANCE WITH MINIMUM REQUIREMENTS SHOWN IN Lo a) THESE PLANS. ANY DEVIATION FROM THE DESIGN PLANS SHALL ONLY BE PERFORMED IF APPROVED � BY THE OWNER REPRESENTATIVE OR DESIGN ENGINEER. ALL WORK SHALL MEET OR EXCEED THE L" MINIMUM REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS. HOWEVER, ANY DEVIATION; FROM THE DESIGN PLANS IMPLIED BY LOCAL CODES THAT SUGGESTS INSTALLATION OF LESS THAN 10 Lo THE REQUIREMENTS SPECIFIED IN THESE DESIGN PLANS SHALL NOT BE ALLOWED WITHOUT APPROVAL BY THE OWNER REPRESENTATIVE OR THE DESIGN ENGINEER. 2. INSTALL ALL THREADED CLEANOUT PLUGS WITH PIPE DOPE TO ALLOW EASY REMOVAL IN THE Ln a v b FUTURE. I,j 3. IT WILL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO INSURE THAT ITEMS TO BE w o ZEE FURNISHED UNDER PLUMBING CONTRACT WILL FIT THE SPACE AVAILABLE PLUMBING CONTRACTOR L9 SHALL MAKE NECESSARY FIELD MEASUREMENTS TO ASCERTAIN SPACE REQUIREMENTS, INCLUDING r� THOSE FOR CONNECTIONS AND SHALL FURNISH AND INSTALL SUCH SIZES AND SHAPES OF EQUIPMENT w THAT ARE THE TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. a r 4, GENERAL CONTRACTOR SHALL PROVIDE ALL OPENINGS IN WALLS, FLOORS, AND ROOF WITH EACH CONTRACTOR RESPONSIBLE FOR VERIFYING LOCATION AND SIZES OF ALL OPENINGS REQUIRED UNDER c N t HIS CONTRACT, UNLESS NOTED OTHERWISE ON THE PLANS. : C] :a U �CC 5. ALL PLUMBING FIXTURES SHALL BE NEATLY CAULKED WITH SILICONE COMPOUND WHERE FIXTURE 7 m � 1W MEETS WALL. G U � e 6. PROVIDE 1/2" INSULATION ON ALL COLD WATER PIPING ABOVE CEILING TO PREVENT CONDENSATION a: 00 f `Z N FROM FORMING. PROVIDE 1" INSULATION ON ALL HOT WATER PIPING, MIN. K FACTOR 0.24-0.28. c B 7. PLUMBING CONTRACTOR SHALL INSTALL WATER HAMMER ARRESTORS TO MEET ALL STATE AND LOCAL CODE REQUIREMENTS. `✓� 8. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR APPROVED FLOOR PLAN AND DIMENSIONS. DO NOT SCALE PLUMBING DRAWINGS. 9• ALL INDIRECT WASTE PIPES PASSING THROUGH FLOOR SLAB OR WALLS SHALL BE INSTALLED WITH FOAM RUBBER INSULATION. 10. ALL INDIRECT WASTE OUTLETS TERMINATING AT FLOOR DRAINS, FLOOR SINKS, OR HUB DRAINS SHALL HAVE 2" AIR GAP (MIN.) OR TWICE THE EFFECTIVE DRAIN DIAMETER WHICHEVER IS LARGER. 11. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR WATER, VENT, AND WASTE SYSTEM TESTS, PER LOCAL CODE REQUIREMENTS. ALL HVAC AND EXHAUST SYSTEMS MUST BE RUNNING WHILE THESE WASTE/VENT TESTS ARE BEING PERFORMED. A CERTIFICATE WILL BE REQUIRED FROM THE PLUMBING CONTRACTOR CERTIFYING COMPLIANCE AND ACCEPTANCE OF THESE TESTS. 12. THE PLUMBING CONTRACTOR SHALL COORDINATE ANY AND ALL WORK WITH OTHER TRADES INVOLVED PRIOR TO INSTALLATION OF PLUMBING EQUIPMENT, SO AS TO AVOID CONFLICTS DURING c CONSTRUCTION. 13.ALL FLOOR DRAINS, FLOOR SINKS AND HUB DRAINS SHALL BE PROVIDED WITH DEEP SEAL P-TRAPS. 14. SET TOP RIM OF ALL FLOOR DRAINS FLUSH WITH FINISHED FLOOR._,� 15. ALL SHUT-OFF VALVES ABOVE CEILING SHALL BE LABELED FOR THEIR PURPOSE. tiY N 16. P.C. SHALL PROVIDE AND INSTALL SHUT-OFF VALVES ON WATER SUPPLY LINES TO EACH PIECE OF 5 EQUIPMENT UP STREAM FROM EQUIPMENT CONNECTION. 8 CONSTRUCTION NOTES O P.C. SHALL INSTALL GAS FLEX HOSE WITH QUICK DISCONNECT (PROVIDED BY F.E.C.) FROM GAS PIPING TO COOKING EQUIPMENT (TYPICAL). O2 P.C. SHALL ROUTE GAS HEADER 12" A.F.F. ALONG WALL TO COOKING EQUIPMENT. SEE RISER ON SHEET P4 FOR BRANCH PIPE SIZES. SECURE GAS TO ADJACENT WALLS AS REQUIRED. �3 P.C. SHALL INSTALL A UTILITY FAUCET (HB-1) BELOW VANITY ® 18" AFF. D ® P.C. SHALL INSTALL MIXING VALVE ASSEMBLY ABOVE CEILING. SEE DETAIL H8/P4. qC O STUB UP AND SECURE CW/HW (140') PIPING ALONG INSIDE BAR WALL, ROUTE TO EQUIPMENT. © P.C. SHALL ROUTE CW/HW (140') BELOW SLAB AND STUB -UP AT FIXTURE LOCATION. ROUTE HW PIPING BELOW GRADE IN 3" PVC SLEEVE FILLED WITH INSULATION. O P.C. SHALL ROUTE FILTERED WATER INSIDE SYRUP PYTHON TO SODA SYTEMS, CARBONATORS AND SODA GUNS. ® ROUTE SOFTENED COLD WATER (IF REQUIRED) TO WATER HEATER SYSTEM ONLY, CONTACT LOCAL AUTHORITIES TO DETERMINE WATER HARDNESS LEVEL. CONTACT LOCAL CULLIGAN REPRESENTATIVE TO VERIFY IF WATER SOFTENER IS REQUIRED FOR WATER HEATER SYSTEM OR IF NEEDED FOR ENTIRE BUILDING. MODIFY WATER SUPPLY AS REQUIRED. PROVIDE WATER SOFTENING SYSTEM AS REQUIRED. O P.C. SHALL PROVIDE WATER HAMMER ARRESTOR AND PRESSURE REDUCING VALVE HAVE OPERATING WATTS 1N35BU-LP AT DISH MACHINE. SET AT 20 PSI. PRV SHALL- .� RANGE OF 0-20 PSI AND BE CAPABLE OF OPERATING AT 140'F ® LL 10 P.C. SHALL PROVIDE APPROVED 1-HR. FIRE STOP MATERIAL (BY 3M) AROUND ANY PIPE c: PENETRATING COMPACTOR ROOM PER UL FIRESTOP SYSTEM NO. WL1001, WL1016, WL2002, OR WL2003. FIXTURE SCHEDULE � c Z MARK FIXTURE DESCRIPTION CW HW (110') WASTE VENT J o- Q WC1/WC2 WATER CLOSET 1" - 3" 2" _ UR1/UR2 URINAL 3/4" - 2" 2" L1 /L2 LAVATORY 1 /2" 1 /2" 2" 1 1 /2" FD1 /FD2 FLOOR DRAIN - - 3" 1 1 /2" s F FS1/FS2 FLOOR SINK - - 3" 21. HD HUB DRAIN - - 3" 1 1/2" TD-1 TRENCH DRAIN - - 4" 2" _j BACKFLOW PREVENTION SCHEDULE o MEDIUM HAZARD APPLICATIONS HIGH HAZARD APPLICATIONS EQUIPMENT (SEE NOTE 1) (SEE NOTE 1 & 2) vJ L_ a C ICE MACHINE WATTS MODEL: SD-2 WATTS MODEL: N9 to . TEA BREWER WATTS MODEL: SD-2 WATTS MODEL: N9 _ CA v� DRINK SYSTEM CARBONATOR WATTS MODEL: 9BD (NOTE 3) WATTS MODEL: 9BD (NOTE 3) COFFEE MAKER WATTS MODEL SD-2 WATTS MODEL: N9 ow � ro o O w x a N N 00 m ca l i � STEAMER WATTS MODEL: SD-2 WATTS MODEL: 9D HOSE BIBB (BELOW LAWS) (HB-1) INTEGRAL VACUUM BREAKER INTEGRAL VACUUM BREAKER F-- O c7 3: ul cn o 0) a) ®� v o o X FROST PROOF HOSE BIBB (HB-2) INTEGRAL VACUUM BREAKER INTEGRAL VACUUM BREAKER WATER HEATER SYSTEM WATTS MODEL: 80OM-QT WATTS MODEL: 80OM-QT CAN WASH (CW-1) INTEGRAL VACUUM BREAKER INTEGRAL VACUUM BREAKER COLD WATER MAIN SEE DTL. F7/P4 SEE DTL. F7/P4 NOTES: 1, P.C. SHALL VERIFY BACKFLOW REQUIREMENT WITH LOCAL CODE OFFICIALS, USE MEDIUM HAZARD BACKFLOW DEVICES UNLESS LOCAL CODE OFFICIALS CLASSIFY AS HIGH HAZARD. 2. P.C. SHALL INSTALL PER MANUFACTURERS RECOMMENDATIONS, AND PIPE VENT TO DRAIN WHERE NEEDED H ®wgt INDIRECTLY WITH 2" (MIN.) AIR GAP. 3. P.C. SHALL USE PLASTIC TUBING DOWNSTREAM OF THE BACKFLOW PREVENTER TO THE CARBONATOR. P2 10 11 12 1 I_ c M❑ A 2 14" SQ. 12" DIA. SEE ARCH. SHEETS FOR CONCRETE SLAB FINISH Q FLOOR SINK GRATE REQUIREMENTS, q• •. , •D'• •, .4 D. r.. BAND ACTED ' SEE PLAN FOR PIPE SIZE SECTION "K'Hi`�FLOOR SINK DETAIL. �73 SCALE: N.T.S. 1 2 Z: \2005\05100\P3.dwg May 15, 2005-11: 25am 3 4 5 I 6 S � > AL�. 1 /2"V I I Aso 2"V-A yJ n 4 i V5 2"V� ^ I I - 1 JIL 3"V 1 1/2"V / 11 2 " 1 `` 3„ V 1z v) I 1 1 /z vJ \ 2 v i t 1 3„v�� I I I I L� I 2" (�.) I\\ 1 1 /2"V ` I WC-11 I �i _ 3" n 2"vJ I III „v1 I CO 1 r >' / r 3n 4 I `1 1/2 "v 2" V T/ i g 3 n " (TYP.) I 1� 2n4 2" ( 3 co_1 I 2 (TYP.) - 12'V I I 1 / / " » CO-2 2 V 2"VJ I 14 w. \ \ i �� �' \ 4" I we—? I I 1 3" ( \ \ 1 env / / "�2 4 1 1 /2"V I I 3" 1 1 /2"V 2»V� i` 3" /� i \\\ 4. \ \ / 2 VJ r 1 1 /2"V 3n I we=2an 93 / 3"V I s� 2" V1 ` , I / /' \ \ I 4n I 3 4" " JI L3" V.T.R. / / 1+. 93 \ ` 1 i ; EL I � n - 2" - / -� 3"��' 3" 3 V I /// I 1 1 /2"V 0 13" I / 3 V 3" i �.T.R. 3„ I �1 I \� 4" 3" 1 v i 1 I n O 2 ran IJ I ` O-2 1. 3" I3"V 3" 4" I I3" U I SEE SITE PLAN FOR SEE SITE UTILITY PLAN FOR CONTINUATION EXACT LOCATION GREASE - INTERCEPTOR IN -LINE Hs ERIORXTECLEANOUT P3 4 WASTE/VENT RISE 5 ALI COUNTERFLASHING z FLASHING ROOF DECK N a�,o8�0 o ao oo$�,00soo SLEEVE WHERE VENT PIPE 18" MIN REQUIRED H5� VENT TH P� 0 i 12LMHT Project No. 05100 8 9 10 NOTES THIS DD CED R THE PROPERTY IS THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED YAR10Uf HIS WRITTENPERMISSION 1. GREASE TRAP SHALL BE ENGINEER DESIGNED TO RESIST ALL LATERAL LOADS & TRAFFIC LOADING AS CONSTRUCTION NOTES Q THE PLUMBING CONTRACTOR SHALL PROVIDE CAST IRON P-TRAP & 10' MINIMUM OF CAST IRON WASTE PIPING LEADER. 0 I JiL3" V.T.R. 2nV I�-2"v IQ1.Nso i 2, v, �3„ ( v co 1 PROVIDE 4" C UPLINq „ (FOR 4 LINESg. QR 4 x3 STAINLESS STEEL REDUCER (FOR 3 LINES) STRAINER TILE 4:4: ' SEE PLAN FOR WASTE LINES SIZES P-TRAP----- He HUB DRAIN, P3 T APPLICABLE. 2. IF PRE-FAB SEPTIC TANK IS USED, THEN TANK SHALL BE MODIFIED TO MEET ALL DETAILS & OPENINGS & NOTES. 3. SUBMITT GREASE TRAP SHOP DRAWINGS TO OWNER/FRANCHISEE FOR APPROVAL. SHOP DRAWINGS SHALL SHOW EXACT DIMENSIONS, WALL THICKNESSES, CONC. STRENGTH, ETC. A .--� 4. GREASE TRAP INSIDE DIMENSIONS ARE APPROXIMATE & ANY CHANGES IN LENGTH x WIDTH x DEPTH SHALL BE ADJUSTED IN PROPORTIONS SHOWN. t 5. P.C. SHALL SUPPLY GREASE INTERCEPTOR BY "STAY -RIGHT TANK COMPANY, INC." (800) 768-8265 OR EQUAL. _ 317$"0 F 38" o \ N.T.S. W 36„ 0 30 46" 0 _ 38" 0 DETAIL "A" MANHOLE COVER AND FRAME DETAIL, "B" MANHOLE COVER AND FRAME FOR 36" DIA. RISER TRAFFIC FOR 24 DIA. RISER TRAFFIC RATED � i M rn CD cx U � 3 `v - r_ C ry a IV J �o 00 � h N n si RATED 8 PRE -CAST CONCRETE PIPE INSIDE DIAMETER AS INDICATED TRAFFIC RATED MAN HOLE COVER CLEAN -OUT- T/ PAVEMENT" TRAFFIC RATED ' MAN HOLE COVER SEAL CONNECTION WATERTIGHT WITH NON -SHRINK PORTLAND 36" I.D. 30" I.D. x CEMENT GROUT (TYP.) - a OPEN TOP s 4 WAY (.` ® Z C;1i - (2) 4" PVC SAN. QI TEES - - - N .�.J . O SOIL DRAIN PVC INFLUENT (� O FROM BLDG. ° It SOIL DRAIN TO �t SEE SITE FILL OPENING W/NON-SHRINK o SANITARY SEWER d� PORTLAND CEMENT GROUT (1 FILL OPENING W/ ` E" PVC NON-SHRINK A PORTLAND CEMENT GROUT 4" SOLID C.M.U. x ' •' l 4" PVC d a ' -2" CLEAR .I I I SEE NOTE 1 SEE NOTE 1 OL m SECTION "A, -WA" (2) 1/2" DIAMETER HANDELS REQ'D (2) 4" PVC SAN. AT GREASE IN LANDSCAPED TEES AREAS (TYPICAL) ! 1/4" SOLID STEEL CHECKERED SEE NOTE 1 PLATE MAN HOLE COVERS (TYP.) r--- - - - - -- - - I ----- - - - - -- - - - - --� I 1 r+71 o ;n w L------ --- - - - I ------ - - - --- - - - - - -J SEE NOTE 1 EQUAL EQUAL SEE NOTE 1 PLAN F10 2000 GAL. GREASE INTERCEPTOR P3 / SCALE: N.T.S. r, MATE COVER R GORING —SEE IISHES HEDULES SEE PLAN FOR WASTE LINE SIZE-------- rm_o'_` FLOOR DRAIN DETAIL. P3 f SCALE: N.T.S. 12 A o LL _j E co O Q C7 III Q 'wI VN l.L I .r Q j ® W W -w Q U r N Cj C 3 L O c 101 upj V) C 0 rnM , -a o o .-' 0 XMO� W •Q N N an aoo O to C °Oarn•n i ;• H ' I t• I Dwg. 6 7 8 g 10 IL 1 2 3 4 5 NOTES.. TER HEATER INLET/OUTLET TO STORAGE TANK. 1. P.C. SHALL INSULATE CW/HW SUPPLY PIPING FROM WA- 2. PROVIDE DRAIN PIPING AT REAR OF UNIT (T&P RELIEF INTERNAL TO UNIT). FGAUGV­ WITHEMP CHECK VALVE 3, P.0 SHALL COORDINATE ALL WATER HEATER, STORAGE TANK, AND HEATER FLUE PIPING INSTALLATIONS GAS APPLIANCE SALES, INC. AT (704) 527-5810. I I 4. ALL 140' PIPING TO BE INSULATED WITH FIBERGLASS INSULATION WITH PAPER BACK, TAPED AND SEALED. NO ARMAFLEX OR FOAM INSULATION. UNION -� DRAIN A �I 5. P.C. SHALL INSTALL NEUTRALIZER (CONDENSATE FILTER) ON CONDENSATE DRAIN FROM WH-1. NEUTRALIZER (PROVIDED W/ WATER HEATER) SHALL BE INSTALLED HORIZONTALLY AND RESTING ON I PUMP I HB-2 ` FLOOR. ROUTE TO FLOOR DRAIN. STAND AND EXPANSION TANK SHALL BE PROVIDED WITH WATER CUT OFF VALVE / > 6, WATER HEATER PIPING MANIFOLD, APING MANIFOLD ''v ' D INSTALLED BY P.C. MANIFOLD INCLUDES UNIONS, VALVES, PUMPS, AND GAUGES. SHOWN 1/2 � • HEATER AN 60 UNLESS INDICATED OTHERWISE. ROUTE DRAIN TO FLOOR DRAIN 61 /' 0 3 "' 7. NIGHT SETBACK TIMER FOR WATER HEATER RECIRC. PUMPS SHALL SHUT DOWN PUMPS FROM 1 AM TO 6 I BELOW, TERMINATE 2" MIN. ABOVE 3/4-HW 140) RETURN ( AM, PROVIDED BY E.C. FLOOR DRAIN / 8, WIRE 24V CONTROL WIRING FROM WATER HEATER TO SINGLE AQUASTAT ON STORAGE TANK. - SEE NOTE 6. /2" GAS - PIPING, SEE GAS PIPING 3/4" 0 / RISER THIS SHEET (TYP.) �3/4„ 2" HW (140) TO BLDG. THERMAL 2" CW FROM BLDG. 3/4" 140' HW RETURN SEE DTL. H5/P4 FOR UANIN .� �' SEE DTL. CONTINUATION FOR CONTINUATION I CUT OFF 3' INTAKE (TYP.) SEE 2" 0 GATE VALVE DETAIL H10/P4 I�VALVE 3" EXHAUST (TYP.) I^ 2 0 VERT. PRESSURE B 3 4„ `3/4." CHECK VALVE \'\ -1 / I #95b EXPANSION TANK SHELF t - DRAIN / VACUUM RELIEF VALVE � � 1 1 4" ` . ` 3/4-HW (140') RETURN ' I HB 2 (VALVE AND TEE ABOVE ���- / 3/4" / ©M LMHT Pro'ecJ t No. 05100 IRIS ORAWINO IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED "MQVT HIS WRITTEN PERMISSION La I` 0 � rn� w .-.'" -- a w a v13 z z E W 3 rn � Lai 0. Ln °- �` Ul 1 r O N c h 2; W c E p U. c3 - � a N� o 1 1/2" .�' 1ll1 2" TYP. ALL � / � EXPANSION TANK) / (TYP.) 1 �rLAV'S AND (H`B'S 2" WH-1 1 3/4" `� FOR 1 1 /2" 11 L 1 '' FUTURE 1 /2" (TYP.) / 3 / I i I �� •2 L_ / h 3/4„ I I 0. 1,. " USE 1" HEADER / EXPANSION TANK ���► \� 2 •.�II 2! 1" 3/4 �I 53 ' I Jul 1" 1 IN n n 1 H -1 j 2" 3/4--1 _. =2 �. . � 1 1/2 . 3/4 I HEAVY LINES 1 1/2" 1 1 2 �' ; 1 1/4" 1/ 54 ,�\ PRE ROUTE T&P LINE PIP I - TO F.D. W/ 2" Ci 1 1/4" - / `'\ , �I AIR GAP (MIN.) 11 2 TYP. /4 � � ' � I 1" I � � 1" i i 1/2" / n / " ( ) . „ I i / Hof$ / UNION (TYP::) I I(VQ-2 1 I „ 3/4 (140') RETURN I 3/4" /�i / \ WC-2 2 1 I 3/4n I I I „ �� I��I / �`�I 2„ 1" TYP. I I 1 2" YY�2B „ 10 12/4„�/ ( / 2" f ALL WATER CLOSETS 1 1 /4" '� 1 "O („ � �'� � 46 I 0. RP71 1 I �''�' I `OPT.) TO DRINK SYSTE / Z 2" 1 /2" 3/ 1„ '�. �3 4" �� 1 �� �' I 1 /2" 1 /2" T&P RELIEF VALVE I �/ I 4b „WH" j .O `` i 1 /2„ 1 n�� I (BY P.C) 2 2 I 60 I/ "0 4I 8 7 WATER 3/" I I 61 ROUTE T&P LINE I SOFTNER (� 8 1/2" TO F.D. W/ 2" ! I ` 5 1 /2" . 1 /2n 62 AIR GAP (MIN.) (TYP. I 1 e e Vv OF 2) O BACKFLOW It .' PREVENTER I I I 2"CW BELOW GRADE .' / SEE DTL. I I I I I I F7 P4 I ' sT-� I 3/4" CW BELOW GRADE 3/4"HW (1401 BELOW GRADE GAS L.OA® SUMMARY M BH 1' ALL VALVES SHALL BE SAME SIZE AS PIPING SERVED (MIN.). E RTU - 2 1-2 0 .00 1-5 o . 0o 2. ALL GAS PIPE SIZES BASED ON NATURAL GAS: 2.0 psi (MAX.), RTu _ 3 3-5 0 .00 0.6 SPECIFIC GRAVITY. P.C. SHALL VERIFY THAT GAS SYSTEM PRESSURE DOES NOT EXCEED ALLOWABLE LIMITS OF GAS SF-1- Z99 - 00 COPT. �o UTILIZATION EQUIPMENT. e:Q, SHALL �ILECT AND PROVIDE WATER HEATER 1.99.00 INDIMDUAL PRESSURE REGULATORS FQR APPLIANCES TO REDUCE PRESSURE FROM- 2 PSI TO THE UTILIZATION PRESSURE WATER HEATER 3-99 .00 .REQUIRED OF EQUIPMENT UNLESS NOTED OTHERWISE. (SEE NAMEPLATE C377 RANGE sZ .00 DATA). REGULATORS SHALL BE COMPLETE WITH VENT LIMITING C387 GRIDDLE 150.00 DEVICE AND INSTALLED IN A HORIZONTAL POSITION, MAXITROL C41.:) FRYER BATTERY 280 - 00 SERIFS 325 W/ LIMITING DEVICE OR APPROVED EQUAL. C4a-> FRYER BATTERY 280.00 x, C41� FRYER BA-UTERY 280.00 3. SEE SHEET PME1 FOR GAS PIPING PLAN. TOTAL OF COMBINED 1860.00 4. P.C. SHALL INSTALL FLEXIBLE GAS HOSE WITH QUICK INCLUDING OPT. SF-1 2159. oo DISCONNECTES PIPINGD BY FEC) BETWEEN GAS SAME SIZE AS BRANCH APPLIANCES. FLEXIBLE SHALL BE S PIPE. 5. CONTRACTOR SHALL RUN FULL 1 1/4" DIAMETER PIPE FROM GAS METER. ANY REDUCTION IN SIZE WILL NOT BE ACCEPTABLE. F 6, TOTAL DEVELOPED LENGTH OF PIPING SYSTEM: 175 FEET. I© I EXTERIOR WALL PENETRATION (TYPICAL) I h 1 1 /4 F, "'-1 1 /4" REGULATOR TO BE A MIN. OF 10' FROM WATER HEATER INLE' GAS METER /2n SF #1 1 (OPT.) I c1/2" u� /4n ETRATI ON rE5 WATER RISER P4 EMERGENCY MECHANICAL VALVE (SHUT-OFF)BELOW CLG. BY HOOD MFR. CONNECT TO ANSUL SYSTEM OF EXHAUST HOOD TO SHUT DOWN GAS SUPPLY UPON DETECTION BY ANSUL DISTRIBUTOR. TRATION (TYPICAL) ,� �0 0I0�0 C�a PSI a� /2n 2"0 CW SUPPLY TO BUILDING PRESSURE CONDENSATE FIL NOTE; 1) SECURE CW PIPING TO ADJACENT WALL 2)ROUTE BACKFLOW PREVENTER DRAIN LINE TO F.D. BELOW / BACKFLOW RED MY PRESSURE r---- --- - - �I /2" OFF�T I PRESSURE REDUCING 2"0 WATTS VALVE BY P.C., 909MIQT--S W/ 909-AG-F AIR GAP OR EQUAL P4, SCALE: N.T.S. h a d 5 6 ----_ -- 7 NION (TYP.) 2"0 SHUT- OFF VALVE SEE NOTE 1. 2"0 CW TO BLDG. F71 BACKFLOW PREVENTER DETAIL SCALE: N.T.S. r. 1" HW (110') TO ! HAND SINK 3/4" ANGLE STOP & CHECK I . I I I I I 3/4" HW (140' ` ANTI -SCALD ! MIXING VALVE . 3/4" CW MIXING VALVE - HYDROTEK MODEL: HBL-02 W/ 3/4" INLET/OUTLET, SWIVEL ACTION STOPS, OR EQUAL. rH 8% MIXING VALVE DETAIL SCALE: N.T.S. 8 9 WATER K'H6�_HEATER P4 z N � INTAKE ROOF JACK ROOF ----1 ROOF JOIST (BEYOND) - 3"0 SCHED. 40 PVC SOLID VENT (BY VENT CAP EXHAUST 3- 0 w m 0 Z w w ------------- \--3" o SCHED. 40 PVC SOLID EXHAUST (BY P.C.) COMBUSTION AIR TO WATER HEATER INTAKE 3"0 INTAKE - 3"0 EXHAUST FROM WATER HEATER EXHAUST NOTE: 1. INSTALL EXHAUST VENT IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. 2. GAS VENT SHALL EXTEND 2'-0" ABOVE HIGHEST PART OF ANY OUTSIDE AIR INTAKE WITHIN 10'-0". rno WATER HEATER FLUE DETAIL P4 .,E. N.T.S. p 12 n mu U. z N N 4) • 0 • x , UL 0 c r� V46� y V `r' U n a o,', o M •.- WM ° L.,, V M O x o w Q CV CV .per pb D O I L f-- �I ~ rn rn O 0 `"" ,-. .d 0 0 O C7OO D.°ann u7 N Z: \2.005\05100\P4.dwg May 18, 2005--6: 27am LMFiT Project No. 05100 THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND MAY NOT 6E REPRODVGED OR V5ED WIIHOUT M15 WRITTEN PERMISSION N � L 1M .^ ,o .W w W o z -eel L z Ali CL O cV c c W aZ '( m z m ::E� o >H o .-. .Q CV C.l o 0 r r • �r a a I 11 ; I U- V a ..» U L— LL C p w N tV 30 O ~ LIT)00 •O w�. � a0c) a g °Oann to cn � Z: \2005\05100\P5.dwg May 18, 2005-9: 28am 2 3 4 5 6 8 9 10 12 97'_0" GENERAL NOTES e FREPRQPVCFUQR HT Project No. 05100tl IS DRAWING 15 THE PROPERT'f OF HE ARCHICT AND MAY NOT DE USED WITHOUT HIS ,A E Cr 1-5 0 P H 1 2 3 GENERAL ■! \L NOTES: 1. THE GENERAL CONTRACTOR SHALL PROVIDE ALL ROOF OPENINGS. HE SHALL VERIFY SIZES AND LOCATIONS IN THE FIELD BEFORE ROOFING IS INSTALLED, 2. THE ROOFTOP UNITS AND ACCESSORIES, RTU FILTERS, SUPPLY DIFFUSERS, REGISTERS, RETURN GRILLES, AND EXHAUST FANS NOT PROVIDED BY THE HOOD CONTRACTOR AND THEIR ACCESSORIES ARE PROVIDED BY THE MECHANICAL CONTRACTOR, UNLESS OTHERWISE NOTED ON PLANS. M.C. SHALL COORDINATE WITH G.C. AS REQUIRED PER PLAN INSTRUCTIONS. 3. THE FOLLOWING ITEMS ARE DESIGNED, SELECTED, AND FURNISHED BY HOOD CONTRACTOR AND INSTALLED BY MECHANICAL CONTRACTOR. - KITCHEN GREASE EXHAUST SYSTEMS, HOODS #1 AND #2 SYSTEM INCLUDES: - PREWIRED U,L. LISTED HOODS EXHAUST FANS - MUA FAN - CURBS - FIRE SUPPRESSION SYSTEM (HOODS #1 AND #2) M.C. SHALL PROVIDE GALV. RIGID DUCT FOR RESTROOM EXHAUST DUCTWORK. M.C. SHALL PROVIDE BLACK STEEL LIQUIDTIGHT WELDED CONSTRUCTION GREASE EXHAUST DUCTS FOR HOODS #1 AND #2. M.C. SHALL PROVIDE 1-HR FIRE RATED ENCLOSURE TO REDUCE CLEARANCE TO COMBUSTIBLE MATERIAL. 4, THE MECHANICAL CONTRACTOR SHALL PROVIDE AN OPERATION AND MAINTENANCE MANUAL TO THE BUILDING OWNER UPON COMPLETION OF THE JOB. THE MANUAL SHALL INCLUDE BASIC DATA RELATING TO THE OPERATION AND MAINTENANCE OF HVAC SYSTEMS AND EQUIPMENT AS WELL AS NAMES AND ADDRESSES OF QUALIFIED SERVICE AGENCIES. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. HVAC CONTROL DIAGRAMS, SCHEMATICS, CONTROL SEQUENCE DESCRIPTIONS, AND CALIBRATION INFORMATION SHALL BE INCLUDED. DESIRED OR FIELD DETERMINED SET POINTS MUST BE PERMANENTLY RECORDED ON CONTROL DRAWINGS, AT CONTROL DEVICES, OR FOR DIGITAL CONTROL SYSTEMS, IN PROGRAMMING COMMENTS. THE MANUAL SHALL INCLUDE A COPY OF THE CONTROL SYSTEMS TESTING REPORT AND A COPY OF THE AIR BALANCE REPORT, 5. E.C. SHALL PROVIDE ALL REQUIRED (POWER) FIELD .WIRING FOR PROPER OPERATION OF ALL MECHANICAL SYSTEMS. SEE SHEET M4. 6. M,C, SHALL NOT SCALE THE DRAWINGS FOR RTU AND FAN SIZES, M.C. SHALL OBTAIN THE LATEST SHOP DRAWINGS FROM THE MANUFACTURER FOR EACH PIECE OF EQUIPMENT AND USE IT FOR ACTUAL DIMENSIONS. 7. DUCTWORK LAYOUTS ARE ACTUAL. ALL RISES, DROPS, AND OFFSETS REQUIRED (EVEN IF NOT SHOWN) SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. DUCTWORK DIMENSIONS ARE INSIDE "CLEAR" DIMENSIONS AND DO NOT INCLUDE INSULATION. WHERE STRUCTURAL OBSTRUCTIONS ARE ENCOUNTERED, DUCT DIMENSIONS MAY BE CHANGED TO PROVIDE DUCTS OF EQUAL AREAS WITH ASPECT RATIOS NO GREATER THAN 4 TO 1. IF THE ABOVE CRITERIA CAN NOT BE MET, THE CONTRACTOR OR OWNER'S REPRESENTATIVE SHOULD CONTACT THE ENGINEER TO WORK OUT AN ACCEPTABLE SOLUTION. 8. DUCTWORK SHALL HAVE RIGHT-OF-WAY OVER ALL PLUMBING PIPES AND ELECTRICAL CONDUIT ETC. DO NOT RELOCATE DUCTWORK BY BUILDING OFFSETS UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE AND LMHT, MECHANICAL CONTRACTOR SHALL FIELD MEASURE ALL CONDITIONS AND BE RESPONSIBLE FOR, COORDINATION AND FIT. DO NOT SCALE DUCTWORK SIZES ON DRAWINGS. 9. MECHANICAL CONTRACTOR SHALL BALANCE BUILDING HVAC AIR FLOW AS SHOWN ON PLANS. M.C. SHALL ADJUST AIR CFM AND FLOW PATTERNS. AS INDICATED ON PLAN, SCHEDULES AND NOTES. HVAC SYSTEM COMMISSIONING SHALL BE PERFORMED BY N.E.B.B. CERTIFIED BALANCING AGENCY SERVING AS A BALANCING CONTRACTOR (BC). B.C. SHALL BE RESPONSIBLE FOR FINAL ADJUSTMENTS AND ENSURING AN OVERALL POSITIVE BUILDING PRESSURE AS STATED IN THE AIR BALANCE SCHEDULE (MIN.) WITH ALL EXHAUST, M.U. AIR FANS AND RTU EVAPORATOR FANS OPERATING AS SHOWN. THE POSITIVE BUILDING AIR FLOW REQUIREMENT MUST NOT BE REDUCED. SEE SPECIFICATION. 10. M.C. SHALL PROVIDE RTU'S DUCTWORK SYSTEM MADE OF GALVANIZED SHEET METAL (RECTANGULAR AND/ OR ROUND). ALL SHEET METAL DUCTWORK SHALL BE PER "SMACNA" STANDARDS. ALL FLEX DUCT SHALL BE INSULATED AND UL 181 LISTED CLASS I. METAL GAUGES, FITTINGS AND INSTALLATION SHALL BE PER SMACNA LATEST EDITION OF "HVAC METAL DUCT STANDARDS". KEEP A COPY OF THE "SMACNA" STANDARDS ON THE JOBSITE. ESPECI LLY REFER TO THE "SMACNA" STANDARDS FOR ELBOWS AND FITTINGS. SUPPORT DUCTS FROM THE STRUCTURE WITH STRAPS AT EACH JOINT PER "SMACNA" STANDARDS. ALSO REFER TO DETAILS AND SECTIONS IN THIS SET OF DRAWINGS WHICH TAKE PRECEDENCE. 11. INSTALL TURNING VANES IN SUPPLY DUCTWORK AT ALL SQUARE ELBOWS, SEE DETAIL G1 /M3. PROVIDE BALANCING DAMPERS IN ALL DUCTS WHERE REQUIRED FOR SYSTEM BALANCING AND AT EAQH AIR OUTLET OR DIFFUSER, DIFFUSERS SHALL BE INSTALLED WITH CONTRACTOR SUPPLIED SQUARE TO ROUND TRANSITION WHERE REQUIRED. 12. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR. CONTRACTOR SHALL INSTALL SYSTEMS, EQUIPMENT AND COMPONENTS IN ACCORDANCE WITH MINIMUM REQUIREMENTS SHOWN IN THESE PLANS. ANY DEVIATION FROM THE DESIGN PLANS SHALL ONLY BE PERFORMED IF APPROVED BY THE OWNER REPRESENTATIVE OR DESIGN ENGINEER, ALL WORK SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS, HOWEVER, ANY DEVIATION FROM THE DESIGN PLANS IMPLIED BY LOCAL CODES THAT SUGGESTS INSTALLATION OF LESS THAN THE REQUIREMENTS SPECIFIED IN THESE DESIGN PLANS SHALL NOT BE ALLOWED WITHOUT APPROVAL BY THE OWNER REPRESENTATIVE OR THE DESIGN ENGINEER. 13. ALL JOINT'S, LONGITUDINAL AND TRANSVERSE SEAMS AND CONNECTIONS IN DUCTWORK SHALL BE SECURELY SEALED USING WELDMENTS, MECHANICAL FASTENERS WITH SEALS, GASKETS OR MASTICS OR PRESSURE SENSITIVE TAPES. DUCTS SHALL BE CONNECTED TO FANS AND AIR DEVICES .USING MECHANICAL FASTENERS WITH SEALS, MASTICS OR GASKETS. TAPES AND MASTICS MUST BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A OR UL 1818. 14, ALL CONCEALED RTU'S METAL DUCTS SHALL BE THERMALLY INSULATED WITH EXTERNAL DUCTWRAP WITH VAPOR BARRIER (EXCEPT IF OTHERWISE NOTED ON DRAWINGS). SUPPLY AND RETURN AIR DUCTS SHALL HAVE R-6 MIN. INSULATION. APPLY INSULATION ON RIGID METAL DUCTWORK PER MANUFACTURER SPECIFICATIONS WITH 2" (MIN.) OVERLAPPING FASTENED 6" o.c. WITH 1/2" (MIN.) STAPLES. SEAL ALL JOINTS WITH PRESSURE SENSITIVE FOIL TAPE. INSULATION ON DUCTS OVER 24" WIDE, SHALL BE SECURED TO THE BOTTOM OF DUCT TO PREVENT SAGGING. ROOF CURBS SHALL HAVE - 1 1/2" RIGID INSULATION. NO THERMAL INSULATION IS REQUIRED ON EXHAUST DUCTS. ALL EXPOSED SPIRAL DUCT SHALL BE OF THE DOUBLE WALL INSULATED TYPE. 15. ALL DIFFUSERS SHALL BE INSULATED WITH FIBERGLASS INSULATION WITH VAPOR BARRIER PERMANENTLY ATTACHED TO THE DIFFUSER. DIFFUSERS SHALL BE INSTALLED WITH CONTRACTOR SUPPLIED SQUARE TO ROUND TRANSITIONS WHERE REQUIRED. 16. REFER TO DRAWING M4 FOR SCOPE OF WORK ON HVAC CONTROLS AND AUTOMATION. ALSO SEE SHEET M4 FOR SEQUENCE OF NORMAL AND EMERGENCY HVAC OPERATION. M.C. SHALL FIELD MODIFY RTU CONTROLS TO ACCOMMODATE FRESH AIR TEMPERING KIT AS PROVIDED BY RTU MANUFACTURER, 1 1 Z: \2005\05100\Ml.dwg May 17, 2005-4:19pm 2 � 3 4 5 1 g 7 u 8 PACKAGED COOLING AND GAS HEATING ROOF TOP UNIT SCHEDULE TRANE ESP. SP. TOT. SP. FAN MOTOR HEATING (MBH) NOMINAL EER FLA MCA MOPO VOLTAGE OPER. MARK CFM MODEL NO. (IN W.C.) (IN W.C.) RPM HP INPUT OUTPUT COOLING (TONS) WEIGHT RTU-1 YSC102A3 3,700 0.42 0.73 676 2 120 96 8.5 10.1 39.2 45.1 60 208/3 1286# RTU-2 YCD15lC3 4,500 0.27 0.63 709 3 150 120 12.5 11.3 58.4 64.0 80 208/3 2260# 1 RTU-3 I YCD1S1C3 1 4,500 1 0.30 0.92 1 810 1 3 ISO 120 12.5 11.3 58.4 64.0 80 208/3 2260# RTU ACCESSORIES MARK ROOF CURB ECONOMIZER HUMIDITY SENSOR FACTORY INST. REHEAT COIL RTU-1 14" NOTE 4, 5 NO NO RTU-2 14" NOTE 4, 5 YES YES RTU-3 14" NOTE 4, 5 YES YES NOTES: 1. RTU'S SHALL BE ORDERED WITH FACTORY INSTALLED SMOKE DETECTORS IN THE RETURN AIR OF UNITS. CONNECT SMOKE DETECTORS TO AUDIBLE/VISUAL ALARM. 2. RTU'S SHALL BE PROVIDED WITTT TWO SETS OF 2" DISPOSABLE FILTERS. ONE SET SHALL BE INSTALLED DURING CONSTRUCTION AND ONE SET SHALL BE INSTALLED BEFORE FINAL AIR BALANCE. 3. EXTERNAL STATIC PRESSURE INCLUDES SUPPLY AND RETURN AIR DUCTWORK. TOTAL STATIC PRESSURE INCLUDES EXTERNAL STATIC PRESSURE, WET COIL, GAS HEAT EXCHANGER, FILTERS, AND ACCESSORIES. 4. IF REQUIRED BY CODE,PROVIDE UNITS WITH DIFFERENTIAL ENTHALPY ECONOMIZER CONTROL AND BAROMETRIC RELIEF DAMPER. 5. PROVIDE UNITS COMPATIBLE WITH TRANE TRACKER BUILDING MANAGEMENT SYSTEM. NO SUBSTITUTIONS ON CONTROL SYSTEM ALLOWED. 6. PROVIDE RTU'S WITH FACTORY INSTALLED DISCONNECT, WP/GFI RECEPTACLES, THROUGH THE BASE ELECTRICAL CONNECTIONS, LOW AMBIENT COOLING CONTROLS, AND DISCHARGE AIR SENSING OPTIONS. 7. IN COASTAL APPLICATIONS, PROVIDE FACTORY INSTALLED PHENOLIC EPDXY COATING ON CONDENSER COILS FOR CORROSION PROTECTION. VERIFY WITH OWNER AND COORDINATE WITH EQUIPMENT SUPPLIER. GRILLE AND DIFFUSER SCHEDULE MARK MANUFACTURER MODEL# MODULE NECK TYPE STYLE MATERIAL FINISH REMARK A TITUS TMS-AA 24"x24" PER PLAN SUPPLY LOUVERED ALUM. WHITE B SEIHO RHV 14 - 14" DIA SUPPLY/TRANS SIDEWALL ALUM. PRIMED SEE NOTE 4, AND 5 C TITUS PAS -AA 24"x24" 14" SUPPLY PERF./2-WAY ALUM. WHITE D TITUS TMS-AA 12"x12" 8" DIA SUPPLY LOUVERED ALUM. WHITE E TITUS PAS -AA 24"x24" PER PLAN SUPPLY PERFORATED ALUM. WHITE F TITUS 5OF -- 36"x18" RETURN EGGCRATE ALUM. WHITE G TITUS 50F 12"x12" PER PLAN EXHAUST EGGCRATE ALUM. WHITE H TITUS 350FL 24"x48" 22" X 46" RETURN PERFORATED ALUM. WHITE J "TITUS PAR -AA 24"x24" PER PLAN TRANSFER PERFORATED ALUM. WHITE K TITUS 5OF 26"X16" 24"x14" RETURN LSIDEWALL ALUM. WHITE NOTES: 1) CONTRACTOR SHALL PROVIDE TRANSITION FROM SUPPLY DUCT SHOWN ON PLAN TO DIFFUSER AS REQUIRED. 2) CONTRACTOR SHALL PROVIDE DIFFUSERS WITH APPROPRIATE AIR PATTERN AS INDICATED ON SHEET Ml. 3) ALTERNATE DIFFUSER MANUFACTURER: METALAIRE. 4) DIFFUSER TO BE PAINTED HOOTER'S ORANGE BY G.C. 5) INSTALL DIFFUSER WITH OUTER BLADES VERTICAL AND INNER BLADES HORZ. DIFFLECTED 22.5 DEG. 5 0 B E 10 F AIR BALANCE SCHEDULE UNIT SUPPLY RETURN OUTSIDE MAKE-UP EXHAUST SERVING RTU-1 3,700 3,200 500 KITCHEN RTU-2 4,500 3,000 1,500 BAR / DIN RTU-3 4,500 2,850 1,650 DIN / RR SF-1 1,890 HOOD 1 2,060 HOOD 2 EF-1 3,025 HOOD 1 EF-2 3,300 HOOD 2 EF-3 75 EMPLOYEE TOILET EF-4 600 MEN / WOMEN TOILET TOTAL 12,700 9 050 3,650 1 3,950 TOTAL OUTSIDE AIR 7,600 7 000 600 TOTAL EXHAUST TOTAL BLDG AIR FLOW NOTES: 1) SEE GENERAL NOTE #9. 2) SYSTEMS SHALL BE BALANCED TO THE FOLLOWING TOLERANCES: A. SUPPLY AND RETURN AIR TERMINALS, +/- 10% B. TOTAL BUILDING SUPPLY AND RETURN AIR, +/- 57. C. INDIVIDUAL OUTSIDE AIR INTAKES, 0 TO +10% D. TOTAL BUILDING OUTSIDE AIR, 0 TO +57- E. INDIVIDUAL MAKEUP AIR BRANCHES, 0 TO +10% F. TOTAL BUILDING MAKEUP AIR, 0 TO +5% G. INDIVIDUAL EXHAUST FANS, 0 TO -107- H. TOTAL BUILDING EXHAUST AIR, 0 TO -5% 3) SEE SHEET M4 FOR BUILDING HVAC OPERATION REQUIREMENTS. EXHAUST FAN SCHEDULE AREA MFR MODEL CFM ESP VOLTAGE HP (W) NOTES EF-3 EMPLOYEE TOILET PENN Z5H 75 0.25 120/1 (79) 2 EF-4 MEN/WOMEN TOILET PENN UX11Q 600 0.5 120/1 1/5 1,2 NOTES: 1. PROVIDE GRAVITY BACKDRAFT DAMPER AND ROOF CURB. 2. PROVIDE DIRECT DRIVE SPEED CONTROLLER AND FACTORY INSTALLED DISCONNECT. SUPPORT FROM STRUCTURE WITH 1/4" THREADED ROD - 1" WIDE 22 GAUGE HANGER BAND MAX 12'-0" SPACING dOTE: MATERIALS AND INSTALLATION SHALL BE PER SMACNA STANDARDS 24 GAUGE, ROUND SPIRAL SEAM DUCT. SEE DWG'S. FOR SIZES. �- INTERNAL DUCT INSULATION 12 LMHT Project No. 05100 THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPROUVCEU OR USED WITHOUT HIS WRIf1EN PERMISSION A c Lo _Ula w w Z o � w v 3c ul L] o U o z m E s ]� U o r O-E o Q N Q c3 B O N ..� Z © It� 4 ( TUA T; ail 'tP:fia V) FW- O� zW <0 U W z Q� W Z Q I SIDEWALL DIFFUSER. (8) - SEE SCHEDULE _ u- INSULATED DOUBLE WALL SPIRAL BRANCH 0 SPIRAL DUCT ��ii� DUCT I\ \\ SEAL ALL AROUND WITH 0) v C ELASTOMER GASKET �/.% �- U O rno, v ROUND DUCT SPECIFICATIONS: L` w Q N N EXPOSED ROUND DUCTWORK IN SALES AREA SHALL BE 24 GAUGE, DOUBLE WALL GALVANIZED STEEL, SPIRAL a r LOCKSEAM. FITTINGS SHALL BE DOUBLE WALL GALVANIZED STEEL, STANDING SEAM OR SOLID WELDED ® ~ CONSTRUCTION. ELBOWS SHALL BE STANDING SEAM, GORED ELBOWS. GRILLE COLLARS SHALL BE ATTACHED TO ® o .., O v rn rn THE DUCTWORK WITH POP RIVETS WITH A FINISHING FILLET OF ELASTOMER SEAL AT THE JUNCTION OF THE 0 r � a 00 COLLAR TO THE DUCT. DUCT -TO -DUCT JOINTS SHALL BE MADE WITH THE SPIRAL SEAM ROTATED SO THAT THE Lo cn °O n n w- STANDING SEAM FORMS A CONTINUOUS HELICAL PATTERN ACROSS THE JOINT. ALL DUCTWORK AND FITTINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS LATEST EDITION. ALL EXPOSED ROUND DUCTWORK AND FITTINGS IN THE SALES AREA SHALL BE CLEANED OF ALL OILS AND COATINGS PRIOR TO INSTALLATION AND PROVIDED WITH A MILL PHOSPHITIZED FINISH ("PAINT GRIP", "ZINC GRIP", OR SIMILAR ETCH TREATMENT) TO ALLOW THE DUCTWORK TO BE PAINTED. EXPOSED SPIRAL H Dwg. Hs SUPPLY DUCT DETAIL M SCALE: N.T.S. jil 7 8 9 10 - -- �_ - -- _ _ . 12 .._ 10 11 12 GENERAL NOTES: 1. SEE SHEET M1 FOR OTHER GENERAL NOTES, EQUIPMENT SCHEDULES, AND SYMBOL LEGEND, 2. COORDINATE ALL ROOF TOP EQUIPMENT WITH ROOF FRAMING PLAN. 3. ALL DUCTWORK IN CONCEALED LOCATIONS SHALL BE RUN ABOVE THE FINISHED CEILING AND BETWEEN JOIST OR AS TIGHT TO THE JOISTS AS POSSIBLE UNLESS OTHERWISE NOTED. A 4. M.C. SHALL PROVIDE REQUIRED TRANSITION FROM SUPPLY AND RETURN AIR RISER TO CORRESPONDING OPENINGS IN UNIT/FAN CURB. PROVIDE VIBRATION DAMPER IN SUPPLY AND RETURN RISERS. SEE DETAIL D1/M3. 5. IN DINING AREA, M.C. SHALL ADJUST OUTER BLADES FOR A 45' HORIZONTAL SPREAD. ADJUST INNER BLADES FOR A 20' DOWNWARD THROW ON ALL SIDEWALL/DUCT MOUNTED REGISTERS. 6. UNLESS OTHERWISE NOTED ON PLAN, ALL EXPOSED SPIRAL DUCTWORK FOR SYSTEM OFF OF RTU-2 SHALL BE INSTALLED AT 12'-9" TO CENTER OF DUCT. 7 UNLESS OTHERWISE WISE NOD D T N PLAN, ALL EXPOSED SPIRAL DUCTWORK FOR SYSTEM OFF OF RTU-3 SHALL BE INSTALLED AT 7 TOCENTER 0 CONSTRUCTION NOTES: Q MECHANICAL CONTRACTOR (M.C.) SHALL INSTALL MANUAL FIRE PULL AT 54" A.F.F. AND AT LOCATION SHOWN. ENSURE FIRE PULL LOCATED BETWEEN 10 AND 20 FEET FROM COOKING EQUIPMENT WHICH IT SERVES OR IS LOCATED AS DIRECTED BY LOCAL INSPECTOR. M.C. SHALL LABEL (FOR EASY IDENTIFICATION) THE FIRE PULL FOR CORRESPONDING HOODS NUMBER SHOWN ON PLAN. M.C. SHALL INSTALL SENSORS ® 48" A.F.F. E.C. SHALL PROVIDE J—BOX AS REQUIRED. M.C. SHALL LABEL EACH FOR EASY IDENTIFICATION. SEE DRAWING M4. 0 M.C. SHALL INSTALL HUMIDISTAT ® 48" A.F.F. E.C. SHALL PROVIDE J—BOX AS REQUIRED, M.C. SHALL LABEL EACH FOR EASY IDENTIFICATION. SEE DRAWING M4. M.G. SHALL COORDINATE DUCT PENETRATION WITH G.C. TO AVOID TV AND STEEL BEAM BEYOND. O R1U'S SHALL BE PROVIDED WITH SMOKE DETECTORS IN THE RETURN SIDE OF THE UNIT. ACCESS SHALL BE PROVIDED FOR INSPECTION AND MAINTENANCE. CONNECT TO AUDIO/VISUAL ALARM INDICATORS. © M.C. SHALL INSTALL KITCHEN EXHAUST/MUA FANS IN LOCATION SHOWN. ROUTE BLACK IRON EXHAUST DUCTWORK WITH SHIELDING REQUIREDMENTS, FROM HOODS #1 AND #2 TO EXHAUST FANS AS SHOWN. DUCTWORK SHALL BE PROVIDED AND INSTALLED BY M.C., TO MEET ALL LOCAL AND STATE CODE REQUIREMENTS, SEE DET. H7/M3 AND SHEET H1 PROVIDED BY OTHERS, COORDINATE WITH G.C. Q M.C. SHALL PROVIDE AND INSTALL OPPOSED BLADE DAMPER TO DIFFUSER NECK. SEE DIFFUSER SCHEDULE SHEET M1. ® M.C. SHALL PROVIDE AUDIBLE/VISUAL ALARM INDICATOR FOR RTU SMOKE DETECTORS. ® EXPOSED SPIRAL DUCTWORK AND DIFFUSERS IN THE DINING AREA SHALL BE PAINTED HOOTER'S ORANGE BY C.C. SEE DETAIL H8/M1 FOR PREP. 10 TRANISTION DUCT TO FLEX ONCE BRANCH HAS PENETRATED CEILING SPACE AS SHOWN. 11 M.C. SHALL ROUTE 12"x14" MUA BRANCH, TURN DOWN TRANSITION TO 12"x24" HOOD CONNECTIONS ON HOOD. 12 M.C. SHALL ROUTE 6"0 DUCT FROM TOILET EXHAUST FAN UP TO ROOF CAP. TOILET EXHAUST FAN (EF-3) SHALL BE CONTROLLED BY LIGHT SWITCH. ELECTRICAL CONNECTION BY E.C. 13 M.C. SHALL PROVIDE AND INSTALL CUSTOMER RESTROOM EXHAUST FAN. M.C. SHALL ROUTE EXHAUST DUCT UP TO EXHAUST FAN EF-4. 14 TRANSITION 12"x24" EXHAUST DUCT (FROM HOOD CONNECTION), TO 16"x16", ROUTE UP AND OFFSET AS REQUIRED TO AVOID ROOF TRUSS AND CONNECT TO EXHAUST FANS (EF-1 & 2) ABOVE. 15 TRANSITION SUPPLY AND RETURN AIR RISERS AS REQUIRED TO CONNECT TO ROOF CURB OPENINGS, REFER TO MANUFACTURER'S SPECIFICATIONS. 16 ROUTE 22"x20" MAKE—UP AIR DUCT TO SUPPLY AIR FAN (SF-1), PROVIDE A VIBRATION DAMPER PRIOR TO FIRST JOINT. 17 PROVIDE TRANE TRACKER CONTROL PANEL AND MOUNT ON OFFICE WALL ® 48" A.F.F. AS SHOWN OR AS DIRECTED BY OWNER REPRESENTATIVE. SEE DRAWING M-4. 18 ALL EXPOSED RETURN AIR DUCTWORK IN THE DINING AREAS SHALL BE CLEANED OF ALL OILS AND COATINGS PRIOR TO INSTALLATION AND PROVIDED WITH A MILL PHO`>PHITIZED FINISH ("PAINT GRIP", "ZINC GRIP", OR SIMILAR ETCH TREATMENT) TO ALLOW THE DUCTWORK TO BE PAINTED. FINISH COLOR SHALL BE PAINTED BLACK TO MATCH THE ROOF DECK AND STRUCTURE BY G.C. 19 PROVIDE 2 HOUR UL LISTED FIRE DAMPER IN 2 HOUR FIRE RATED WALL. LEGEND SUPPLY DIFFUSER (DIFFUSER SHOWN IS A THREE-WAY WITH SUPPLY AIR DUCT MANUAL FIRE SUPPRESSION ONE SIDE BLOCKED) ELBOW/RISER PULL STATION _ - RIGID DUCTWORK OT THERMOSTAT RETURN AIR GRILLE REMOTE TEMPERATURE S SENSOR -THE SUBSCRIPT "X" ® EXHAUST GRILLE DUCT TRANSITION X INDICATES RTU NUMBER REMOTE HUMIDITY TURNING VANES OX SENSOR -THE SUBSCRIPT "X" TAP IN BRANCH INDICATES RTU NUMBER DUCT WITH VOLUME EXHAUST RISER DAMPER FOR sFD FIRE DAMPER (SEE PLAN FOR ROUND DUCT RATING) WALL MOUNTED SUPPLY AIR DETAIL NUMBER DUCT TYPE SMOKE DETECTOR -- REGISTER SM SHT ® BRANCH DUCT, TWIST-LOK, SHEET NUMBER & ROUND DUCT, SEE DTL. ELBOW (ROUND) WITH VOLUME DAMPER M.C. MECHANICAL CONTRACTOR C4/M3 DUCTWORK PLAN G.G. GENERAL CONTRACTOR BRANCH DUCT, TAKE -OFF, DIFFUSER SYMBOL SCALE: 3/16 = 1'-0 (RECT.) WITH VOLUME P.C. PLUMBING CONTRACTOR SEE SHEET M1 FOR DAMPER E.C. ELECTRICAL CONTRACTOR X SCHED. R.C. REFRIGERANT CONTRACTOR 100 AIRFLOW (CFM) 2 HR. FIRE RATED WALL n LMHT Project No. 05100 THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND MAY NOT DE REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION � rn h M W c, 6 CLv N w Z � Z ~ W 3 LCL .� n n _ Ln u c7 V C `v W Z Z iv o v C ©-E :6) d N z dam' ❑ ❑ .j 0 U. m Cn O ri LL 0 4— v U r� n ai I`' v a, x V �oo•- t� c 0 xMo-1 u'aracv 3v 0 c011 ®t _ '- O 0 j F- v u) 00 4- ® +r rn `-20o C) c Q(n o �¢►r�.tn. MECHANICAL PLAN L; \zvuU \U:DIuv\MG.UYYu may I /, zvvJ) 't: `topm 1 ' ROOF TOP UNIT RTU SHALL BE LEVELED AFTER INSTALLATION. M.C. SHALL CHECK CONDENSATE DRAIN PAN FOR PROPER DRAINAGE ATTACH DUCT TO CURB W/SHEET METAL SCREWS INSULATION BY ROOF CONTRACTOR METAL CURB FURNISHED BY RTU MFR FASTENED THRU SHIM---- GALV• AIR DUCT----�_ COMPRESS INSULATION UP & SLIP BETWEEN DUCT AND CURB-- 3 TAPERED 2x SHIM TO LEVEL HVAC UNIT AS REQUIRED FIBERGLASS DUCT INSULATION 3 GASKET/INSULATION FURNISHED BY RTU MFR SET TOP OF CURB LEVEL Y RTU LIFTING RAIL - ADD ADD'L #10 TEX SCREWS BETWEEN RAIL AND UNIT AS NECESSARY TO PROVIDE ATTACHMENT AT 12" o.c. MIN. 18 GA. TIE DOWN CLIPS AS MFR'D. BY "RSI ROOF TOP SYSTEMS, INC.". 6" LONG W/ (4) PRE -DRILLED HOLES FOR MFR. SUPPLIED #14 TEK SCREWS - PROVIDE 4 CLIPS ON LONG SIDES AND 2 CLIPS ON SHORT SIDES (AVOID LIFTING HOLES AND FORK LIFT SLOTS) CLIPS AND FASTENERS SHALL BE CORROSION RESISTANT FOR SALT AIR CONDITIONS. FLASHING UP & OVER TOP OF CURB PROVIDE CANT WITH BUILT-UP ROOF OPTION i� ROOF MEMBRANE WOOD ROOF DECK, SEE ROOF FRAMING PLAN VAPOR BARRIER TAPE I WOOD FRAMING - SEE STRUCT. PLANS VIBRATION DAMPER (PROVIDED BY M.C,) D1 RTU CURB M 3 SCALE: 3" = V-0" D RADIUS ELBOW SQUARE ELBOW t RADIUS=WIDTH NOTE: MIN. TRAILING EDGE MUST PARALLEL DUCT WALL. ADJUST RAILS IF DUCT WIDTH TRANSITIONS. 0� AIR T I FLOW 1-1/2 1" MAX. it M 1-1/2" MAX. 2" R. — t NOTE: THIS IS AN ASHRAE TYPE 3 VANE F 1-1/2" AVAILABLE FROM BARBER-COLEMAN OR SHOP FAB. WITH RAILS FROM Or MAX. "EAST COAST METAL DISTRIBUTORS" OR EQUAL. G1 TYPICAL DUCT ELBOW DIM M N.T.S. TAPE INNER LINFRS TOGETHER WITH PROFESSI( SILVER DUCT Tf PLASTIC INNER I ROLL BACK INSULATION PULL BACK OUTER LINER AND WRAP SEAM WITH PROFESSIONAL GRADE SILVER DUCT TAPE SHEET METAL SLEEVE " r___ MFLEXIBLE DUCT SPLICING DETAIL 1 Z: \2005\05100\M3.dwg May 18, 2005-10: 47am 4 5 8 7 1 8 1 9 10 n IN F RIpIp I�Nc I IN No TION NpRIZONwA Roo pER l IN AIR�pIAT% Rpo MIN RAP N(Y IMAX A , I �cNMFNT F E0 �A% F°R FL�k. RI CI0 s �Fl Cal TYPICAL DUCT CONNECTION M3 J N.T.S. 1. PULL OUTER INSULATION JACKET BACK AND SLIDE INNER LINER OVER SHEETMETAL COLLAR. SHEETMETAL BOOT COLLAF SUPPLY DIFFU 2. TAPE INNER LINER TO SHEETMETAL COLLAR WITH PROFESSIONAL GRADE SILVER DUCT TAPE. DUCT TAPE SHEETMETAL BOOT COLLAR SUPPLY DIFFU 3. PULL OUTER INSULATED JACKET OVER SHEETMETAL COLLAR AND PLACE A METAL DRAW BAND OVER THE OUTER INSULATED JACKET BELOW THE SHEETMETAL COLLAR BEAD. SHEETMETAL BOOT COLLAR BEAD SUPPLY DIFFU' 4. CUT EXCESS METAL DRAWBAND OFF AND WRAP METAL DRAWBAND WITH PROFESSIONAL GRADE SILVER DUCT TAPE. SHEETMETAL BOOT COLLAR BEAD SUPPLY DIFFU OUTER INSULATED JACKET INNER DUCT LINER OUTER INSULATED JACKET INNER DUCT LINER DUCT TAPE OUTER INSULATED JACKET INNER DUCT LINER METAL DRAW BAND OUTER INSULATED JACKET INNER DUCT LINER DUCT TAPE WRAPPED OVER METAL DRAW BAND FLEX DUCT CONNECTION TO DIFFUSERS Hal AND SHEETMETAL DUCTWORK COLLARS M3 T.S. A A 5 6 SQUARE TO ROUND TRANSITION RIVET & SE SURFACE MOUNTED RIVET & SEAL W/SILICONE BY HVAC CONTR. CEILING GRID & TILE BY G.C.-7 r LAY —IN HINGED EXHAUST FAN SEE "H" SHEETS DISCONNECT SWITCH PROVIDED BY MANUFACTURER GREASE DEFLECTION FLASHING AS MANFR'D BY FACILITEC E.0 SHALL PROVIDE DRIP LOOP IN FLEX COND. ROOD CURB BY HOOD MFGR. FLEXIBLE ELECTRICAL - CONDUIT & WIRE BY E.C. SEE ELECTRICAL DWGS. (EXTEND TO ALLOW FAN ACCESSIBILITY) ROOF UNISTRUT BETWEEN TRUSSES TO HOOD ` CONTROL PANEL ALL EXH. DUCTWORK SHALL BE SLOPED 1" PER FOOT MIN. TOWARD HOOD OR RESIDUE TRAP 10OW VAPORPROQF INCANDESCENT LIGHT - S.S. CLG. CLOSURE---, BY HOOD MFR. CEILING (SEE ARCH. DWGS) FIRE SUPPRESSION NOZZLES, SEE SHEET Hl SEE SHEET H1 PROVIDED BY HOOD CONTRACTOR THE ENTIRE GREASE EXHAUST SYSTEM SHALL MEET CURRENT REQUIREMENTS OF NFPA 96, STATE CODES AND LOCAL REGULATIONS AIR DUCT BD. CEILING BY G.C. GRILLE INSTALLED c7 GRILLE CONNECTION N.T.S.. \M3/ RETURN AIR DUCT 40" MIN. ABOVE ROOF OR THE HIGHEST ------ PART OF THE ROOF WITHIN 5'-0". G2 GREASE GUARD MODEL XD GREASE CONTAINMENT SYSTEM AS MANFR'D AND SPECIFIED BY FACILITEC, GREASE z CONTAINMENT SYSTEM SURROUNDS ENTIRE FAN CURB. SIZE TO BE DETERMINED BY FACILITEC: IN COORDINATION WITH M.C. - M.C. SHALL INSTALL ONE 1 1/2" LAYER OF FIRE WRAP TYPE INSULATION AROUND EXHAUST DUCT PER MANUFACTURER UL LISTING TO MAINTAIN A 0" CLEARANCE BETWEEN DUCT WRAP AND COMBUSTIBLE MATERIAL AT THE OVERLAP OR COLLAR AND 1 1/2" CLEARANCE FROM DUCT — WRAP TO COMBUSTIBLES AT SINGLE ` LAYER WITHOUT OVERLAP. EXTEND FIRE WRAP FROM HOOD COLLAR; TO TOP OF ROOF CURB. INSTALL IN ACCORDANCE WITH MFR. SPECS. USE "FIREMASTER FASTWRAP-I-" BY THERMAL CERAMICS OR 3M "FIRE BARRIER DUCTWRAP 15A." BLACK IRON (MIN. 16 GA.) EXHAUST DUCT, WELDED LIQUID TIGHT. SIZED TO PROVIDE VELOCITY OF 1500 FPM MIN. 1 /2" ALL THREAD ROD TRANSITION AS REQUIRED HOOD CONNECTION U.L. CLASSIFIED BAFFLE -TYPE b GREASE FILTER 8 HOOD SLOPED GREASE DRAIN W/ REMOVABLE CUP 3" MIN. CLEARANCE TO COMBUSTIBLES WITH 1 HR FIRE PROTECTION, 18" MIN. OTHERWISE FINISHED FLOOR M.C. SHALL INSTALL FIRE RATED DUCT WRAP IN STRICT ACCORDANCE WITH MFG. LISTED INSTALLATION INSTRUCTIONS FOR FIRE RATING AND CLEARANCES REQUIRED. rH7 GREASE DUCT INSTALLATION DETAIL M 3 N.T.S. NOTE: 1) REQUIREMENTS SHOWN ARE FOR ATYPE "1" HOOD IN A SINGLE STORY BUILDING WITH NON -RATED ROOF ASSEMBLY. 2) HOOD SHALL BE LISTED BY NATIONAL AGENCY, SEE SHEET H1. 3 CLEAN -OUTS SHALL BE PROVIDED IN GREASE EXHAUST DUCT AT ALL CHANGES IN DIRECTION. THE CLEAN -OUT PANEL SHALL BE MADE OF THE SAME MATERIAL AND THICKNESS AS THE DUCT. THE C.O. PANEL SHALL HAVE A GASKET OR SEALANT THAT IS RATED FOR 15007 MIN, AND SHALL BE GREASE TIGHT, FASTENERS USED TO SECURE THE C.O. PANELS, SUCH AS WELDED STUDS, LATCHES, OR WING NUTS SHALL BE CARBON STEEL AND SHALL NOT PENETRATE DUCT WALLS. 4) G.C. SHALL PROVIDE FIRE RATED ACCESS PANEL AT THE DUCT ENCLOSURE TO ACCESS DUCT CLEANOUTS. A SIGN SHALL BE PLACED ON ALL FIRE SHIELDING ACCESS PANELS STATING -"ACCESS PANEL -DO NOT OBSTRUCT". 5) M.C. SHALL VERIFY WITH LOCAL CODE OFFICES ON ACCEPTABILITY OF PARTICULAR DUCTWRAP MODEL AND MANUFACTURER, M.C. SHALL ALSO VERIFY IF LOCAL REQUIRE 2 HOUR RATED DUCT WRAP. INSTALL ONLY LOCALLY APPROVED MATERIAL. 7 8 9 10 0 1 12 �n �ED mP IF LMHT Project No, 05100 THIS DRAWING IS THE PROPERTY Of THE ARCHITECT AND MAY NOT DE REPRODUCED OR USED Wi1HOUT HIS WRITTEN PERMISSION C t� Lit x ~ � to to C" cn rn "" ul R ti G C- v w "^ w z z w � p `c ' U f= x m �E o o c LL c> f. N � a N� o 1� • 0 04 Z CV ® ® o 0� O U- t� cn Ol Q I- w 0 Q r Ca oc4:( Q 1� z U w 0 O yr M 4 M v- N /I�XMO-t 0 O w L t�•l o 0�r -0 pImCri ®w u7 c 0 Cp0 0 a = wano 1 2 .3 4 5 GENERAL NOTES: 1. ALL LOW VOLTAGE WIRING AND FINAL CONNECTIONS SHALL BE SUPPLIED AND INSTALLED BY THE M.C. ALL J-BOXES AND NECESSARY CONDUIT SHALL BE PROVIDED BY E.C. MECHANICAL CONTRACTOR SHALL INSTALL THERMOSTATS AND SENSORS, E.C. SHALL PROVIDE AND INSTALL ALL POWER WIRING OVER 24 VOLTS INCLUDING CONDUIT AND J-BOXES AS REQUIRED, UNLESS OTHERWISE NOTED. SEE ELECTRICAL SHEETS. 2. THE MECHANICAL CONTRACTOR SHALL CERTIFY THAT THE TEMPERATURE CONTROL SYSTEM HAS BEEN INSTALLED, AS SPECIFIED AND HAS BEEN TESTED TO ASSURE THAT CONTROL ELEMENTS ARE CALIBRATED, ADJUSTED, AND AND IN PROPER WORKING CONDITION. A COPY OF THE CERTIFICATION SHALL BE FURNISHED TO THE CODE ENFORCEMENT OFFICIAL. M.C. SHALL INCLUDE COPY OF THE CONTROL SYSTEM CERTIFICATION IN OPERATION & MAINTENANCE MANUAL PROVIDED TO THE OWNER. 3. SEE "H" SHEETS FOR HOOD CONTROL PANEL WIRING DIAGRAM, PROVIDED BY OWNER WITH HOODS. HVAC SEQUENCE OF OPERATION M.C. SHALL SET THERMOSTAT 'OCCUPIED' AND 'UNOCCUPIED' MODES TO OWNER'S OPERATION SCHEDULE. NORMAL OPERATION (OCCUPIED) RTU-1, 2, AND 3 EVAPORATOR FANS SHALL BE SET TO RUN CONTINUOUSLY DURING OCCUPIED TIMES VIA PROGRAMMABLE THERMOSTAT. EF-3 AND EF-4 SHALL BE WIRED THROUGH LIGHTING CIRCUIT AND OPERATE WHEN LIGHTS ARE ON. EF-1, EF-2, SF--1, AND EVAPORATOR FANS ON RTU-1, RTU-2, AND RTU-3, SHALL OPERATE CONTINUOUSLY UPON ACTIVATION OF KITCHEN HOOD SWITCH. SEE DETAILS THIS SHEET AND "H" SHEETS. B UPON DEACTIVATION OF THE KITCHEN HOOD SWITCH, ALL AIR HANDLING UNITS SHALL BE CONTROLLED VIA INDIVIDUAL SENSORS AND TRACKER PANEL. THE TEMPERATURE SCHEDULE SET POINTS SHALL BE SPECIFIC FOR EACH RTU AND SHALL BE FIELD ADJUSTABLE. SPACE TEMPERATURE SET POINTS: RTU-1: 78-F COOLING, 68-F HEATING RTU-2, 3: 75-F COOLING, 70-F HEATING SPACE HUMIDITY SET POINTS RTU-2, 3: 60% RH RTU-1, 2, AND 3 COOLING/HEATING SWITCH/OVER SHALL BE AUTOMATIC BASED ON THE SPACE DEMAND. OUTSIDE AIR INTAKE ON ECONOMIZERS OR DAMPERS SHALL BE IN MINIMUM OPEN POSITION TO DELIVER CFM'S INDICATED IN AIR BALANCE SCHEDULE ON SHEET M2 OR SHALL FOLLOW THE ECONOMIZER OPERATION DESCRIBED BELOW. ECONOMIZER OPERATION THE RTU'S EQUIPPED WITH ECONOMIZERS (SEE UNITS SCHEDULE ON SHEET M2) SHALL UTILIZE "FREE COOLING" AS THE FIRST STAGE OF COOLING. WHEN OUTDOOR AIR ENTHALPY IS LOWER THAN THE MIXED AIR ENTHALPY, OUTSIDE AIR INTAKE DAMPERS SHALL MODULATE FROM MIN. TO MAX. OPEN POSITION AND SPACE RETURN AIR DAMPERS SHALL MODULATE FROM MAX. TO MIN. RELIEF DAMPERS SHALL BE CONTROLLED RESPECTIVELY VIA INTEGRAL RTU CONTROL. IF THE OUTSIDE AIR ALONE CANNOT SATISFY THE SPACE COOLING DEMAND, THE COMPRESSORS SHALL BE ENERGIZED IN STAGES. WHEN OUTDOOR AIR ENTHALPY IS HIGHER THAN MIXED AIR ENTHALPY, OR WHEN THE LOW LIMIT SENSOR LOCATED IN DISCHARGE AIR REACHES ITS SET POINT (55'F-ADJ.), THEN OUTDOOR AIR AND RETURN AIR DAMPERS SHALL BE SET TO DELIVER MINIMUM O.A. CFM's INDICATED IN THE AIR BALANCE SCHEDULE. NIGHT SETBACK OPERATION (UNOCCUPIED C SPACE TEMPERATURE SET POINTS: RTU-1, 2, 3: 857 COOLING, 557 HEATING RTU-1, 2, AND 3 EVAPORATOR FAN, COMPRESSORS AND HEATER SHALL RUN ON DEMAND ONLY. ANY MOTORIZED OUTSIDE AIR DAMPERS SHALL BE IN CLOSED POSITION. LMERGENCY OPERATION: E.C. SHALL WIRE ANSUL SYSTEMS ON COOKING HOODS SO THAT UPON FIRE DETECTION OR MANUAL ACTIVATION, THE MAKE-UP AIR FAN SF-1 AND EVAPORATOR FANS ON RTU-1, RTU-2, AND RTU-3 SHALL BE SHUT DOWN, ALL POWER TO EQUIPMENT UNDER HOODS SHALL BE ISOLATED, WHILE THE EXHAUST FANS SHALL CONTINUE TO OPERATE. A MECHANICAL GAS VALVE SHALL ISOLATE ALL GAS SUPPLY TO EQUIPMENT UNDER HOODS. EVAPORATOR FAN ON EACH RTU SHALL ALSO BE SHUT DOWN BY INDIVIDUAL SMOKE DETECTOR UPON DETECTING SMOKE. ©m RELAY IN CAPTIVE AIRE PANEL (TYP.) SEE SHEET H1 120V Np4 4[# TO SHUNT SHEET E3 DUCT SMOKE DETECTOR F; RELAY 2 # FROM 120V/11P, 210AUIT CIRCU174 BREAKERS BY E C. (FACTORY INSTALLED) DRY CONTACTS ARE ELECTRICALLY HELD OPEN 24V, BY M.C. CONTINUOUSLY UNLESS HOOD FIRE SUPPRESSION SYSTEM NC t: IS ACTIVATED NC RTU #2 RTU-1 HONEYWELL #8222D TERMINAL DPDT RELAY BY E.C. BLOCK #1 NC RTU #3 5 6 C Q NC SPARE VERIFY TERMINAL POINTS WITH MANUFACTURERS SHOP DRAWINGS HONEYWELL #8222D DPDT RELAY BY E.C. H1 EMERGENCY RTU SHUT DOWN DETAIL, M 4 N.T.S. NOTES: 1. DASHED LINE INDICATES WIRING PROVIDED/INSTALLED BY M.G. SOLID LINE WIRING IS PROVIDED BY E.C. 2. RTU SHALL SHUT DOWN UPON FIRE DETECTION BY HOOD ANSUL SYSTEM, SEE "HVAC SEQUENCE OF OPERATION" THIS SHEET. COORDINATE WIRING WITH MANUFACTURERS SHOP DRAWINGS. SEE "H" SHEETS. 3. THE MECHANICAL CONTRACTOR SHALL INSTALL ADDITIONAL WIRING BETWEEN TERMINAL POINT LBT6 AND FACTORY MOUNTED SMOKE DETECTOR AS SHOWN. FACTORY MOUNTED SMOKE DETECTOR SHALL REMAIN. H 4. SEE DETAIL D8/M4 FOR WIRING REQUIREMENTS BETWEEN RTU AND TRANE TRACKER CONTROL PANEL. RTU #1 O TERMINAL BLOCK J1 1 BLOWER. o TAP INTO WIRE MOTOR 64A (VOYAGER), 011 117A (PRECEDENT) 0 TRANE UNIT TRACKER 13 + PARTIAL CONTROL TERMINAL BLOCK PANEL IN 0— _ (TYPICAL) OFFICE 14 24 VOLT COMM TB1 POWER TB-1 L1 L2 L3 NO NC5 120V RELAY #3 C0 C5 RTU #2 NO HONEYWELL #8222D 24 VOLT DPDT RELAY BY E.0 KITCHEN HOOD CONTROL BY M.C. TYP. PANEL WITH INTEGRAL BY E.C. TYP. SWITCH PROVIDED BY HOOD CONTRACTOR, SEE DETAIL RTU #3 NO H8/M4, AND H SHEETS. C SPARE T NO `�— PROVIDED AND INSTALLED BY E.G. TYP. HONEYWELL #8222D DPDT RELAY BY E.C. RTU SYSTEM INTERLOCK D5 CONTROLS (NORMAL OPERATION) M 4 N.T.S. NOTES: 1. M.C. SHALL WIRE SENSOR TO RTU TERMINAL BLOCK IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. DASHED LINE INDICATES WIRING PROM DED/Itr-TAILED BY M.C. SOLID LINE WIRING IS PROVIDED BY E.C. 3. UPON ACTIVATION OF KITCHEN HOOD EXHAUST FAN, VIA EXHAUST HOOD SWITCH N.O. DRY CONTACT SHALL CLOSE AND ROOFTOP UNIT EVAPORATOR FANS SHALL ENGAGE AND ECONOMIZERS SHALL OPEN TO MIN. POSITION PER AIR BALANCE SCHEDULE. RTU COMPRESSORS SHALL BE CONTROLLED VIA THERMOSTAT. 4. UPON DEACTIVATION OF THE KITCHEN HOODS, ROOFTOP UNITS SHALL BE CONTROLLED BY INDIVIDUAL SENSORS. 5. SEE DETAIL ON THIS SHEET FOR WIRING REQUIREMENTS BETWEEN RTU AND TRANE TRACKER CONTROL PANEL. 0 9 10 it I - - - - iz DAISY CHAIN TO 3 UNITS. TWISTED �--- SHIELDED PAIR WIRING. _ TRANE FACTORY MOUNTED VOYAGER COMMUNICATION BOARD INSIDE OR RTU CONTROL CABINET. PRECEDEN A TYPICAL OF 3.— TYPICAL REMOTE SENSOR TRANE WIRING (BAYSENSO14C) TYPICAL. BY SEE "M" SHEETS FOR M.C. --------TRANSFORMER WITH PRIMARY OVERCURRENT SPECIFIC LOCATIONS TYP,PROTECTION BY TRANE. 120VAC PRIMARY, HUMIDITY SENSOR TRANE 24 VABC SECONDARY, 50VA. SEE INSTALLATION (BAYSENS036A) TYPICAL. 120V SEE "M" SHEETS FOR SPECIFIC LOCATIONS TRANE TRACER MP503 CONTROLLER 6" X 6" J-BOX ABOVE CEILING BY E.C. CEILING 1 1/4" CONDUIT B 120V '�—TRANSFORMER WITH PRIMARY OVERCURRENT PROTECTION BY TRANE. 120VAC PRIMARY, 24 VAC SECONDARY, 50VA. SEE INSTALLATION NOTE 8. TELEPHONE LINE TRACKER "12" PANEL. BY E.C. JACK APPROX SIZE 12"H X 9 13/16"W X 2 13/16"D, LOCATE ® 48" A.F.F. oe TRANE TRACKER CONTROL PANEL M4 T.S. NOTES: 1. ALL WIRING MUST CONFORM TO NEC AND LOCAL ELECTRICAL CODES. 2. ALL WIRING SHALL BE IN STRICT ACCORDANCE WITH TRANE INSTALLATION INSTRUCTIONS. M.C. SHALL FOLLOW MANUFACTURERS SHOP DRAWINGS FOR EXACT CONTROL INSTALLATION REQUIREMENTS. VERIFY TERMINAL POINTS WITH SHOP DRAWINGS. 3, DASHED LINE INDICATES WIRING PROVIDED/INSTALLED BY M.C. SOLID LINE WIRING IS PROVIDED BY E.C. 4. TRANE MODEM TELEPHONE LINE WILL BE A SHARED LINE WITH THE FAX MACHINE. M.C. SHALL COORDINATE WITH THE E.C. ACCORDINGLY. 5, ONLY TRANE TRACKER CONTROL PANEL SHALL BE USE[). NO SQjjj l TU I S ON CONTROL SYSTEM ALLOWED 6. ROUTE ALL 24VA0 SENSOR AND TRACKER WIRING A��IAY FROM_ O'fH R POWER AND COMMUNICATION CABLES. 7. WIRE, INSTALL AND FOLLOW, ALL SAFETY PROCEDURES FOR ALL EQUIPMENT AS SHOWN IN THEIR INSTALLATION INSTRUCTIONS. & THE ELECTRICAL CONTRACTOR SHALL INSTALL CONTROL TRANSFORMERS INTO THE 8 X 8 NEMA 1 ENCLOSURE (PROVIDED BY E.C.) MOUNTED NEXT TO DEVICE IN WHICH IT SERVES. SEE TRANE INSTALLATION SHOP DRAWINGS FOR TERMINATION POINTS. (2) #12 (1) #12GND. 1 /2" C. (TYPICAL) - HOOD #1 HOOD #2 2 #12, 1 #12 GND., 3/4" C. — BY HOOD WIRE FROM W/B CTERMINALS IN PRE CONTRACTOR TYP. WIRE TO JUNCTION BOX FOR LIGHTS (TYPICAL EACH HOOD) 120V CONTROL CIRCUIT FOR RTUS. SEE DETAILS THIS SHEET AND I i _f INSTALL 2#12, 1 # 12 CND., 1 /2" C. FROM FAN TERMINALS IN PRE WIRE TO DISCONNECT SWITCH ON FAN AT ROOF (SWITCH INSTALLED BY MANUFACTURER) EF-1 EF-2 HOOD CONTROL PANEL BY HOOD CONTRACTOR SF-1 SEE "H" SHEETS 2#14, 1/2"C. TO MICROSWITCH AT ANSUL TANK. SEE SHEEP M2 FOR LOCATION. —I_,TO ALL SHUNT TRIP CIRCUIT BREAKERS FOR RECEPTACLES UNDER HOOD #1 AND ##2: SEE ELECTRICAL PANEL SCHEDULES FOR ALL SHUNT TRIP CIRCUITS, POWER CIRCUITS FROM ELEC. PANEL TO PRE WIRE SECTION: SEE ELECTRICAL PANEL SCHEDULES FOR ALL HOOD CIRCUITS, EXHAUST FAN CIRCUITS, AND SUPPLY FAN CIRCUIT. H EXHAUST WIRING DETAIL M4 N.T.S. NOTE #1: ALL WIRING BY E.C. =F =Fk =Ut IF LMHT Project No. 05100 THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION r� ) [',,a) G� cry am �- ul n. x w z � Z I_ �-� W 3115 c2S .-. °Lin c N � o t> w b -L' 52 77 o o Q coOv � to 0 L ❑ ❑ O O LL C (X$ Cd O U) CtS O Z 0 J U ' z Q U W U- O C (D C ('� L_ L �+ s / W V�d �- U c: M X aM o 0 G 0 W �< O' oo " �0 a � 1 1 Z: \2005\05100\M4.dwg May 17, 2005-4: 21pm d 5 6 7 8 9 10 11 12 A 0 5 IC E F T H 1 2 3 4 5 6 7 8 LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION Ca ELECTRICAL PANELBOARD CEILING FAN W/ LIGHT KIT ^ " "0• HOME RUN TO PANEL - 208 VOLT - SEE PANEL SCHEDULE. DISCONNECT SWITCH BY MECHANICAL OR PLUMBING CONTRACTOR, ELECTRICAL CONTRACTOR SHALL DQWNLIGHT (RECESSED OR PENDANT) VERIFY LOCATION AND CONNECT TO THE LINE SIDE. JUNCTION BOX WITH BLANK COVER - LOCATE AS �✓ �✓ REQUIRED FOR EQUIPMENT SERVED. LIGHTING TRACK $ SINGLE POLE SWITCH - 20 AMP, 120 VOLT, 48" AFF TO TOP OF BOX UON. r% TRACK LIGHT FIXTURE $3 THREE-WAY SWITCH - 20 AMP, 120 VOLT, 48" AFF TO TOP OF BOX UON. M MOTOR RATED SWITCH OR MANUAL MOTOR STARTER EMERGENCY LIGHT SWITCH WITH OVERLOADS. DUPLEX RECEPTACLE 20 AMPS, 120 VAC. MOUNT EMERGENCY EXIT LIGHT 16" AFF TO BOTTOM OF BOX UON. 0-_�J���� SINGLE RECEPTACLE, 120 VAC. MOUNT 16" AFF COMBO EMERGENCY EXIT LIGHT TO BOTTOM OF BOX UON. ® TIMER %RECEPTACLE SPECIAL PURPOSE RECEPTACLE. SEE SCHEDULE. MOUNT 16" AFF TO BOTTOM OF BOX LION. FKI SECURITY KEYPAD "WP" SUBSCRIPT -WEATHERPROOF DC SECURITY DOOR CONTACT "GFI" SUBSCRIPT - GROUND FAULT INTERUPTER "IG" SUBSCRIPT - ISOLATED GROUND HOLDUP BUTTON/REFRIGERATION HOLDUP TELEPHONE OUTLET - MOUNT 16" AFF TO BOTTOM OF BUTTON BOX U.O.N. SECURITY HORN D DATA OUTLET (P.O.S.) ® FIRE ALARM CONTROL PANEL TELEVISION OUTLET. INDICATES DUPLEX v RECEPTACLE. AND CABLE OUTLET TO BE INSTALLED. ® FIRE ALARM REMOTE ANNUNCIATOR © MANUAL PULL STATION 2'x4' LAY -IN TROFFER �?, FIRE ALARM HORN/STROBE MIN 110 CD 12 (WP - WEATHERPROOF) C}4 SECURITY CAMERA �V FIRE ALARM STROBE MIN 110 CD 0 PASSIVE INFRARED MOTION DETECTOR FF ANSUL PULL STATION ❑T LOW -VOLTAGE TRANSFORMER SD SMOKE DETECTOR E❑ URINAL SENSOR ES® SINK SENSOR N.L. NIGHT LIGHT EL[:] TOLIET SENSOR GFI GROUND FAULT PROTECTED IG ISOLATED GROUND U.O.N. UNLESS OTHERWISE NOTED 120V AC 60HZ GND �....�. SINK, URINAL, OR WATER CLOSET SENSOR BILK BUTTON ~ RED 24V AC COIL ON WHT COIL FLUSHOMETER WIRE SOLENOID GROUND WIRE SINK, URINAL, OR WATER CLOSET SENSOR BILK OVERRIDE BUTTON RED 24V AC COIL ON WHT COIL FLUSHOMETER WIRE SOLENOID GROUND WIRE z FLUSH VAL E1 UNIT #1 UNIT #2 AND OTHERS PER PLAN, SEE SHEET E-3 VE WIRING DETAIL GENERAL. NOTES 1. INSTALLATION SHALL COMPLY WITH 11. ALL ELECTRICAL EQUIPMENT SHALL BE NATIONAL ELECTRICAL CODE, STATE INSTALLED SO THAT ALL CODE REQUIRED BUILDING CODE AND ALL REQUIREMENTS AND MANUFACTURER RECOMMENDED OF THE LOCAL INSPECTOR (FURNISH SERVICING CLEARANCES ARE MAINTAINED. INSPECTION CERTIFICATE). ALL WORK 12. COORDINATE LOCATIONS OF ALL LIGHT SHALL BE BY LICENSED ELECTRICAL FIXTURES WITH THE REFLECTED CEILING CONTRACTOR. PLANS. LIGHT FIXTURES INSTALLED IN 2. ALL BRANCH CIRCUITS SHALL BE IN MECHANICAL AREAS SHALL AVOID MECHANICAL PIPING, EQUIPMENT, ZINC -COATED EMT OR RIGID CONDUIT AS DUCTWORK, ETC.' PERMITTED BY THE NATIONAL ELECTRICAL CODE. SCHEDULE 40 PVC CONDUIT MAY BE 13. GROUND TELEPHONE EQUIPMENT TO THE USED ONLY FOR THE SECONDARY ELECTRICAL SERVICE GROUNDING SYSTEM UNDERGROUND SERVICE, THE UNDERGROUND PER N.E.C. TELEPHONE SERVICE CONDUIT, AND BRANCH CIRCUIT TELEPHONE SYSTEM CONDUITS LOCATED BELOW THE FLOOR SLAB ON GRADE 14. ALL WIRING SHALL BE CONCEALED IN OR BURIED ON THE EXTERIOR OF THE METALLIC CONDUIT. BUILDING, OR IN CONCRETE BLOCK WALLS. ALL CONDUIT SHALL BE 1/2" MIN. SIZE. EMT 15. PROVIDE PULL WIRE IN ALL EMPTY FITTINGS SHALL BE STEEL COMPRESSION TYPE. CONDUIT. 3. ALL CONDUCTORS SHALL BE COPPER TYPE 16. CONDUIT SHALL BE LABELED EVERY TEN THHN/THWN OR THW SOLID FOR #10 AWG FEET. OR #12 AWG AND STRANDED FOR ALL LARGER SIZES. 17. ALL CIRCUIT BREAKERS IN PANEL SHALL BE SERIES RATED WITH MAIN BREAKER OR 4. ALL WIRING SHALL BE CONCEALED IN WALLS, FULLY RATED FOR THE SYSTEM, UNDER SLAB OR ABOVE SUSPENDED CEILING SPACE. 18. THE ELECTRICAL CONTRACTOR SHALL COORDINATE AND VERIFY THE ELECTRICAL 5. CONDUITS MAY BE RUN EXPOSED IN SERVICE ARRANGEMENTS WITH THE LOCAL MECHANICAL AREAS. CONDUITS SHALL BE POWER COMPANY AND WITH THE SITE RUN PARALLEL OR PERPENDICULAR TO PLAN, THE CONTRACTOR SHALL PROVIDE STRUCTURAL ELEMENTS AND SHALL BE RUN ALL NECESSARY EQUIPMENT FOR A IN GROUPS. SEAL ALL PENETRATIONS AIR COMPLETE INSTALLATION. TIGHT AROUND ALL CONDUITS WHEN 19. CIRCUIT BREAKERS SHALL BE RATED TO PASSING INTO MECHANICAL ROOMS. WITHSTAND THE MAXIMUM AVAILABLE FAULT 6. ALL LIGHT FIXTURES SHALL BE SUPPORTED CURRENT AT THE SITE AS DETERMINED BY INDEPENDENTLY OF THE CEILING SYSTEM. THE LOCAL UTILITY. E.G. SHALL COORDINATE WITH LOCAL UTILITY BEFORE STARTING WORK. 7. FOR HOME RUNS ON 20 AMP CIRCUITS EXCEEDING FIFTY (50) FEET FROM THE 20, ALL BUILDING SYSTEM -GROUND RODS PANEL BOARD, USE #10 AWG MIN. SHALL BE BONDED TOGETHER TO FORM A SINGLE GROUNDING SYSTEM. GROUNDING 8. ALL MOUNTING HEIGHTS ARE GIVEN TO THE SYSTEM SHALL COMPLY WITH N.E.C. BOTTOM OF THE DEVICE UNLESS NOTED ARTICLE 250. OTHERWISE. 9. THE LOCATION OF ALL WALL MOUNTED 21. THE WORD "PROVIDE",%MEANS FURNISH AND DEVICES, INCLUDING MOUNTING HEIGHTS, INSTALL. SHALL BE FIELD VERIFIED WITH THE ARCHITECT PRIOR TO INSTALLATION. 10. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY DISCONNECTS, SWITCHES AND RECEPTACLES UNDER THE ELECTRICAL BID AND SHALL INCLUDE ALL NECESSARY CIRCUITS TO AND FINAL CONNECTIONS TO THE EQUIPMENT PROVIDED BY ALL SUPPLIERS, UNLESS NOTED OTHERWISE BY OTHER DISCIPLINES, P.O.S. NOTES 1. FURNISH AND INSTALL A SYSTEM OF 120 VOLT POWER TO ALL POS COMPONENTS; COMPLETE WITH DEDICATED PANELBOARD BRANCH CIRCUITS AND ISOLATED GROUNDING RECEPTACLES. 2. FURNISH AND INSTALL A RACEWAY SYSTEM OF 1 1/2" EMPTY CONDUITS WITH PULLWIRE. 3. THE CONDUIT FOR THE RACEWAY SYSTEMS OF EMPTY CONDUITS FOR DATA COMMUNICATION OUTLETS SHALL ORIGINATE AT THE JUNCTION BOXES, BE NO SMALLER :•THAN 3/4" ELECTRICAL TRADE SIZE AND BE CONTINUOUS. THE DATA COMMUNICATION SYSTEM CONDUIT SHALL BE CONNECTED IN DAISY -CHAIN FASHION AND TERMINATE AT THE OUTLET BOX IN THE MANAGER'S OFFICE AND, IN ADDITION, THERE SHALL BE ONE (1) SEPARATE CONNECTION BETWEEN THE BAR STATION AND THE MANAGER'S OFFICE. ALL CONDUIT TO BE METALLIC. ALUMINUM CONDUIT IS LLU ACCEPTABLE. 4. PROVIDE AN ISOLATED GROUNDING BAR IN PANELBOARD SERVING POS SYSTEM. 5. PROVIDE A #6 AWG GREEN AND WHITE STRIPED INSULATED SOLID COPPER ISOLATED GROUNDING CONDUCTOR FROM BUILDING MAIN ELECTRICAL SERVICE NEUTRAL TO THE ISOLATED GROUNDING BAR IN PANELBOARD. PROVIDE AN ISOLATED GROUNDING CONDUCTOR IN ALL POS BRANCH CIRCUITS (2-#12, 1-#12 GND., 1-#12 ISO GND. IN 1/2" CONDUIT). 5, THE MINIMUM SIZE BRANCH CIRCUIT CONDUCTOR FROM PANELBOARD SHALL BE #12 AWG COPPER AND EACH BRANCH CIRCUIT FROM PANELBOARD SHALL BE MADE UP OF SOLID COPPER CONDUCTORS AND SHALL BE COMPRISED OF A SEPARATE CONDUCTOR FOR EACH OF THE FOLLOWING: - LINE - EQUIPMENT GROUND - NEUTRAL - ISOLATED GROUND 5. THE ISOLATED GROUNDING (I.G.) CONDUCTOR SHALL BE A SINGLE, INSULATED #12' SOLID COPPER, (NOT STRANDED), CONDUCTOR, CONTINUOUS AND UNBROKEN THROUGHOUT ITS ENTIRE LENGTH. MAKE BRANCH CIRCUIT CONNECTION AT THE ISOLATED GROUND BAR IN PANELBOARD AND INSTALL SEPARATE GREEN AND WHITE STRIPED GROUNDING CONDUCTOR TO EACH RECEPTACLE. 7. A SECOND GROUNDING CONDUCTOR, EQUIPMENT GROUND (E.G.), SHALL BE USED FOR GROUNDING THE CONDUIT AND OUTLET BOXES. DO NOT USE THE ISOLATED GROUNDING CONDUCTOR FOR THIS PURPOSE. 8. THE CONDUIT CONTAINING THE BRANCH CIRCUIT CONDUCTORS FOR THE POS SYSTEM SHALL NOT BE SHARED WITH ANY OTHER CONDUCTORS, CABLES, ETC., OF ANY DESCRIPTION. THERE SHALL BE NO EXCEPTIONS TO THIS CONDITION. 9, FURNISH AND INSTALL 20 AMP, 125 VOLT RATED #IG53620S ISOLATED GROUNDING RECEPTACLE, ORANGE, OF NEMA 5-20R CONFIGURATION WITH ENGRAVED COVERPLATE FOR ALL POS SYSTEM COMPONENTS. COVERPLATE SHALL BE STAINLESS STEEL AND ENGRAVED AT THE TOP WITH THE LETTERS "POS". 10. FURNISH AND INSTALL A 200 LB TEST NYLON PULL LINE IN ALL EMPTY CONDUIT. TAG EACH PULL LINE, AT BOTH ENDS WITH LINEN TAGS, IDENTIFYING THE OPPOSITE END LOCATION AND USE. 11. WHEN BRANCH CIRCUITS AND COMMUNICATION CONDUIT AND CABLE IS INSTALLED:,, OVERHEAD, IT IS IMPERATIVE TO AVOID PROXIMITY WITH ANYTHING THAT CREATES A HIGH AMP DRAW OR CONTAINS ANY "NOISY CIRCUITS" (FLUORESCENT LIGHTING, REFRIGERATORS, ETC.) 12. ELECTRICAL CONTRACTOR SHALL PULL COMMUNICATION CABLE PROVIDED BY "POS" SYSTEM SUPPLIER, 13. E.C. SHALL COORDINATE WITH OWNER FOR EXACT P.O.S. SYSTEM REQUIREMENTS BEFORE STARTING ANY WORK. 14. INSTALLED COMMUNICATIONS CABLE THAT IS NOT TERMINATED AT EQUIPMENT SHALL BE IDENTIFIED FOR FUTURE USE WITH A TAG. E Through -Penetration Firestop Systems System No. W-L-1001 January 18, 1999 (Formerly System No. 147) F Ratings -- 1, 2, 3 and 4 Hr (See Items 2 and 3) T Ratings -- 0, 1, 2, 3, and 4 Hr (See Item 3) L Rating At Ambient -- less than 1 CFM/sq ft L Rating At 400 F -- less than 1 CFM/sq ft 1A 3 I -16 LA SlEdTION A -A I. 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 U300 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 hour fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in, lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide by 1-3/8 in, deep channels spaced max 24 10 1 3. Fill, Void or Cavity Material* -- Caulk Caulk fill material installed to completely fill annular space between pipe or conduit and gypsum wallboard and with a min 1/4 in, diam bead of caulk applied to perimeter of pipe or conduit at its egress from the wall. Caulk installed symmetrically on both sides of wall assembly. '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 below: Max Pipe or Conduit Diam In. Annular Space In. F Rating Hr T Rating Hr 1 0 to 3 16 1 or 2 0+, 1 or 2 1 1/4 to 1/2 3or4 3or4 4 0 to 1-1/2 1 or 2 0 6 1/4 to 1/2 3 or 4 0 12 3/16 to 3/8 1 or 2 0 in. OC. B. Gypsum Board* Nom 1/2 or 5/8 in. thick, 4 ft. wide with square +When copper pipe is used, T Rating is 0 h. or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in MINNESOTA MINING & MFG CO -- CP 25WB+. the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 13-1/2 in. *Bearing the UL Classification Marking This page and all contents are Copyright ? 2001 by Underwriters 2. Pipe or Conduit Nam 12 in. diam (or smaller) Schedule 10 (or heavier) Laboratories Inc.?The appearance of a company's name or product in this database does not in itself assure that products so steel pipe, nom 12 in. diam (or smaller) service weight (or heavier) cast identified have been manufactured under UL's Follow -Up Service. iron soil pipe, nom 12 in. diam or smaller Class 50 or heavier ductile p p ( ) ( ) Only those products bearing the UL Mark should be considered to iron pressure pipe, nom 6 in. diam (or smaller) steel conduit, nom 4 in. be Listed and covered under UL's Follow -Up Service. Always look diam (or smaller) steel electrical metallic tubing, nom 6 in. diam (or for the Mark on the product. smaller) Type L or (or heavier) copper tubing or nom 1 in. diam (or smaller) flexible steel conduit. When copper pipe is used, max F Rating of firestop system (Item 3) is 2 h. Steel pipes or conduits larger than nom 4 in. diam may only be used in walls constructed using steel channel studs. A max of one pipe or conduit is permitted in the firestop system. Pipe or conduit to be installed near center of stud cavity width and to be rigidly supported on both sides of wall assembly. METALLIC CONDUIT PENETRATION DETAIL N.T.S. 12 I LMHT Pro ect No. 05100 �- THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION in IILa l n rn 0 II� (71 � v z Z C Z W ® C" LO C6 rn Q r- v N U Cyr z E o HryUry d LL H a CID = N in �a B gym, C to 4 Q -0- E O 44- L, QL CJ) O Q � CO F LL O 4- C 0 -- �- 0 O n n U 0)X C (-4E qM V _ I 11 X�O L,' W WQNN L o E� ou]oC)o `0 a� L0 o v o o1101 T Oan~� V) r- ELECTRICAL LEGEND H DWg. 1 II Z: \2005\05100\El.dwg May 18, 2005-11: 55am F 3 4 5 0 8 0 0 A 12 LMNT Project No. 05100 THIS DRAMNO U THE PROPERTY OF TIIE ARCHITECT AND MAY NOT DE REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION Ln Cq t� 10 C" rn Cri CD •- ul 3 w z � � I z W ZZ OL y _ w Ldh rJ U a of y Q N al o Cq a � e 4 J o LL O o c co _J LL 0 V U L v r J Q n to La p w O� v o n y✓ 0 '- ~ L �" 0 M- -0- - 000 G7 C 0 0 °¢ .-°rn.n ELECTRICAL UGHTING DW9. 4 5 i 8 g .� 12 1 2 3 6 ELECTRICAL ROUGH -IN SCEDULE GENERAL NOTES 1. SEE SHEET E1 FOR ALL GENERAL NOTES, CIRCUIT EL SCHEDULES. ITEM QTY. DESC�ON C B�' VOLT PHASE AMPS NUMBER REMARKS 2. ALL 15A & 20A, 120V/lP RECEPTACLES IN THE KITCHEN, SERVICE COUNTER, AND SELF SERVE AREAS SHALL BE GROUND FAULT PROTECTED BY GFI BREAKERS, SEE PAN 38 3. ANY CIRCUITS SHOWN ON ELECTRICAL PLANS ARE DIAGRAMMATIC, E.C. SHALL DETERMINE THE MOST EFFICIENT ROUTING OF CONDUIT IN THE FIELD. 4. SEE SHEET E4 FOR RISER DIAGRAM. 2 1 ICE MACHINE PC/EC 208 1 26-9 A-40 u ON 5-970 BIN; POWER TO REMOTE CONDENSER SUPPLIED FROM ICE MACHINE 5. SLAB PENETRATION ROUGH -IN DIMENSIONS ARE TO THE OUTSIDE EDGE OF THE CONCRETE BLOCK FOUNDATION. _ - _ ,--�-__� _. - 2q 1 AUTO CLEANING SYSTEM PC/EC 115 1 0.3 B- 2b 1 REMOTE CONDENSER E.C. 208 1 1.3 _ A-40 _ POWER TO REMOTE CONDENSER SUPPLIED FROM ICE MACHINE CONSTRUCTION NOTES U D GH FLEXIBLE METAL CONDUIT. 12 1 LOW TEMP DISHWASHER _ PC/EC 120 _ 1 25 8-26 -_ NEMA 5�50 O E.0 SHALL RUN CIRCUIT FROM ICE MACHINE TO REMOTE CONDENSOR ON ROOF AND MAKE FINAL CONNECTION WITH LIQ i Tl T-- - 19a 1 BEER COOLER REMOTE CONDENSER PC/EC 208 3 15.6 A-1 ON BLDG. ROOF 2� P.O.S. OUTLETS, REFER TO P.O.S. NOTES ON SHEET El. -- 19b 1 BEER COOLER EVAPORATOR P___ --- - O DISCONNECTS FOR GAS WATER HEATERS AND RECIRCULATION PUMPS 0 12'-0" A.F.F. E.C. SHALL PROVIDE/INSTALL SETBACK TIMER PER RECIRC. PUMP. PC/EC 208 1 3.3_ B-2-�- O4 E.C. SHALL PROVIDE ELECTRICAL PANELS "A", "B", "C", AND "D" AS SHOWN. 20a 1 COOLER REMOTE CONDENSER PC/EC 208 3 15.4 A-7 ON BLDG. ROOF 20b 1 COOLER EVAPORATOR PC/EC 208 1 2.2 B-6 E.C. SHALL COORDINATE WITH LOCAL UTILITY TO POVIDE METER AND C.T. CABINET. MAIN SERVICE DISCONNECT BY E.C. _ - _ --- ---- © HOOD CONTROL PANEL (VERIFY ACTUAL LOCATION OF PANEL). REFER TO SHEET E4 AND H2 FOR MORE INFORMATION. 21a 1 FREEZER REMOTE CONDENSER PC/EC 208 3 11.8 _ A-13 - ON BLDG. ROOF 0 ALL CIRCUITS UNDER THE HOOD SHALL BE CONTROLLED BY THE PRE WIRE SECTION OF THE HOOD. REFER TO SHEET E4 AND H2 FOR MORE INFORMATION. 21b 1 FREEZER EVAPORATOR PC/EC 208 1 9.8 B-10 Q CIRCUIT BREAKER SERVES AS DISCONNECTING MEANS PER NEC 422.31, SEE SHEET PME-1. 28 1 REMOTE BEER SYSTEM EC 120 1 12.5 B-9 0 SAFETY DISCONNECT SWITCH, 208V/1P-60A, FUSED PER NAME PLATE OF ICE MAKER. � 33 1 BAG -IN -BOX - VENDER 115 1 C-4 PROVIDE RECEPTACLE AT EQUIPMENT LOCATION B 10 PROVIDE CONDUIT AND JUNCTION BOX (MOUNTED AT 48" TO TOP OF BOX) FOR SENSORS AND THERMOSTATS. LOW VOLTAGE CONTROL WIRING BY M.C. REFER TO MECHANICAL DRAWINGS. ATORS AT SODA STATIONS-+� ---_ ' ' MOTOR SWITCH FURNISHED WITH AIR CURTAIN. 33a 2 REMOTE CARBONATOR. VENDER 115 1 C-6 _ REMOTE CARBON. 11 ELECTRICAL CONTRACTOR TO INSTALL 1/2 HP 120V SNAP ACTION SWITCH TO ACTIVATE AIR CURTAIN FAN (MOUNT IN DOOR FRAME) J BOX AND - 38 1 GRIDDLE 120 1 1.5 D-5 12 REFER TO STUB -UP DETAIL 1/E3. -"�"- 13 /4" CONDUIT FROM EACH CABLE OUTLET TO ABOVE CEILING. OWNER TO FURNISH TV T.V. OUTLET - E.C. TO PROVIDE WALL MOUNTED POWER & CABLE OUTLETS MOUNTED 6" TO TOP OF BOX ABOVE SHELF - REFER TO ARCHITECTURAL INTERIOR ELEVATIONS FOR SHELF HEIGHTS. STUB UP ONE 339 1 - BREADING STATION 115 1 9 _ D 15 -__- --_-•-.. - G.C. TO INSTALL TV. 120 24V TRANSFORMER "UC" SHALL BE PROVIDED BY THE P.C. E.C. SHALL SECURE TRANSFORMER TO WALL ABOVE CEILING FOR 24V CONTROL WIRING TO 186-ES URINAL SENSORS AND 110-ES CLOSET SENSORS INSIDE 2-GANG ELECTRICAL BOX MOUNTED BESIDE URINAL OR TOILET. SEE PLAN F41 1 REF_COOKING EQUIP. STAND ^- 120 1 12 D-7 4 H.D. CASTERS 14 /-.7-.- - - - F --- - - - -- - --- -_ -__ ABOVE FOR SENSOR LOCATIONS AND SEE DETAIL H2/El. COORDINATE INSTALLATION WITH PC. 1 FRYER BATTERY 115 1 1.7Y� D-3, D-11 (6) SG18S FRYERS AND FILTER DRAWER AND F000 WARMER 15 120 24V TRANSFORMER "UC" SHALL BE PROVIDED BY THE P.C. E.0 SHALL SECURE TRANSFORMER TO WALL ABOVE CEILING FOR 24V CONTROL WIRING TO ETF-80 ELECTRONIC HAND WASHING FAUCETS. SEE PLAN ABOVE FOR LOCATIONS AND SEE DETAIL H2/El. COORDINATE INSTALLATION WITH 43 -_ 1 S.S. COOKING EXHAUST HOOD MC 208 3 _ A-19, A-29 SEE ROOF PLAN FOR LOCATIONS OF FANS. O P.C. 16 45 1 SLIDING TOP REFRIG. E.C. 115 1 7�28-13 W/ 6" H.D. CASTERS J-BOXES INSTALLED IN THIS 2 HOUR FIRE RATED WALL SHALL HAVE FIRE STOP PUTTY PADS (2 HOUR RATED MIN.). _ _ - 17 ALL CONDUITS PENETRATING FIRE RATED WALLS SHALL BE SEALED WITH APPROPRATE FIRE STOP MATERIAL; SEE DETAIL 1/El. 46 1 HOT FOOD TABLE _- EC 208 1 - 8.32 AB-14 W/ 6" H.D. CASTERS, 6-20 _ �8 TELEPHONE BOARD. E.C. SHALL STUB (2) 4" CONDUITS and (2) 2" CONDUITS FROM 6" AFF BELOW PHONE BOARD TO 5' OUTSIDE OF BUILDING, CAPPED AT BOTH ENDS. 47 1 COUNTERTOP WARMER EC 120 1 to D-1 Q C 19 RECEPTACLE AND CABLE OUTLET MOUNTED AT 8'-6" AFF. STUB UP ONE 3/4" CONDUIT FROM EACH CABLE OUTLET TO A J-BOX ABOVE THE CEILING OR TIGHT AGAINST THE DECK. VERIFY EXACT LOCATIONS WITH OWNER PRIOR TO ROUGH -IN. 49 1 WORKTOP REFRIG. - EC 115 1 9.0 B-25 W/ 6" H.D. CASTERS 20 RECEPTACLE AND CABLE OUTLET MOUNTED AT 6" ABOVE BOTTOM OF BAFFLE. STUB UP ONE , 3/4" CONDUIT FROM EACH CABLE OUTLET TO A J-BOX ABOVE THE CEILING OR TIGHT AGAINST THE DECK. VERIFY EXACT LOCATIONS WITH OWNER PRIOR TO ROUGH -IN. 50 1 RAISED COND. PREP TABLE _ EC 115 1 _ 12.8v B-1 W/ 6" H.D. CASTERS Zl A/V RACK. E.C. SHALL RUN CONDUIT FROM THIS LOCATION TO THE TV J-BOX LOCATED ABOVE THE CEILING OR TIGHT TO THE DECK TO ALLOW FOR DASIY-CHAINING OF THE COAX. A SPUTTER WILL BE PROVIDED AT EACH TV TO PROVIDE A CONNECTION DOWN TO THE TV AND ALLOW THE CONTINUATION OF THE COAX TO THE NEXT TV LOCATION. REFER TO SHEET AV1. 51 1 VERT. CONTACT TOASTER EC 208 1 12.5 D-19 NEMA 6-20 22 MOUNT RECEPTACLE AND CABLE TV OUTLET TO TELEVISION BRACKET. 52 1 _FLAT SANDWICH GRILL EC 115 1 -14 _ D-17 _SITS ON ITEM49 56 1 GLASS FROSTER EC 115 1 7.1 B-42 PROVIDE ADD'L. SET OF SHELVES, AND CASTERS C-20 57 1 BACK BAR 4 DOOR REFRIG. - EC 120 1 9.4 B-33 - W/ LEGS, GLASS DOORS WP/GFI DC r- 59 1 GLASS WASHER EC 120 1 7.2 B-35 SET IN BAR SINK zT° TV, J 5 19 L J 19 TV 61 - 2 COFFEE MAKER -- EC/PC 120 1 14_8 _ B-37, B _28 J O �J o�19 - W 62 2 ICE TEA MAKER EC/PC 120 1 _14.0- B-22, 8 39 ON ITEM #60 � J0 O IEI I F I O IKK 1 C-20 WP/GFI= C C-20 WP/GFI= U { C D (IU A CT-718 4 -18 18 \\ DC ss - C-10 C-20 WP/GFI 17 TYP. LMHT Project No. 05100 THIS DRAWING IS WE PROPEHfY OF IHE ARCHITECT AND MAY NOT BE REPROUOCEO OR USED WITHOUT HIS WRITTEN PERMISSION tn rn InLr) _ L .4 w w Z 2 "{ Z C? w 3 w :o t� T M ELo .o a v � a O _ 63 2 SODA STATION W/ ICE BIN EC/PC 120 1 4_0-- B-41 OLO __ CJ J I OPT. TV 19 1 n O O C-14 65 6 P.O.S. STATION EC 120 1 C-12 -_ - _ ._._._ B-30 C2 -2-HOUR FIRE 16 r87 JJJJJ�8 C-30 C-1q 1 DOUBLE STEAMER EC/PC 208 3 25 D-2, D-8SETS ON ITEM #40.TWO NEMA 15-50 RECEPTS REQUIRED (ONE FOR EACH). 8ff15 �,Q C 1 TIMERS - EC 120 1 0.083_ D-3 _-- MOUNT TO FRONT OF HOOD E E Y ] / �J \ nz ss 19 94 1 WATER SOFTENER PC 120 7.55 J B-32 TV ( \B-3 1 C 9D A- 40 --`� 19 C-18 10 I O 7 ��4 C-14 A I 0 DC p RATED WALL TYP. 50 I �J J J 48 � % 47 8 10 C-1SFYT _ s, 19 21 S' 0 6z -22 2 C C-1 zTC 1 J I C-14 FRI zoxa - B-24 U ' B-24 _ I zl 2„a z,�, ,� zmm g zl, J 24 1 zo Iys J ' �N ROOF �, I ON ROOF zlo C-20 I9a N ROOF _ 20> Ida 8 - WP/ FI B 17 �� ue �aa E�Ox4t�E zoxTB ,m , 20AU WP/GFI 19 '11111"Till [rill ELECTRICAL PLAN SCALE: 3/16" = V-0" 4 1 5 S i 3 DUPLEX RECEPTACLE (2) CABLE TV JACKS 2 TYPICAL TV OUTLET E3 SCALE: N.T.S. E.C. TO PROVIDE "LIQUID TIGHT" COND. TO EQUIP. J-BOX & MAKE FINAL CONNECTION "LIQUID TIGHT" COUPLING `-_ FLOOR FINISH AS SPECIFIED I >L r->rL ran o- 7 CONC. SLAB EARTH FILL/ RIGID GALV. STEEL CONDUIT UNDER SLAB TO POWER SOURCE. SEE POWER PLAN FOR SIZES - JJ,� - - J 10 J E.C. TO PROVIDE "LIQUID TIGHT" COND. TO EQUIP. 120V OUTLET J-BOX & MAKE FINAL 20A, GFI CONNECTION WP DC "LIQUID TIGHT" Q "LIQUID TIGHT" COUPLING - FLOOR FINISH COUPLING FLOOR FINISH RIGID GALV UC AS SPECIFIED-\ RIGID GALV. AS SPECIFIED _ - STEEL STEEL rl) 1 oL _. I- =1 11=1 11-I I ,„ II_ CONC. SLAB Ii=1I1=III III-_ 19 �� J �� CONC. SLAB III IJ_III- In- i III_ III-1 =1 T�_ EARTH m-iil-TIi1-TIi- FILL III-T=r1_ 1T EARTH FILL PVC TO STEEL PVC TO STEEL / ADAPTER ADAPTER PVC CONDUIT UNDER SLAB PVC CONDUIT UNDER SLAB TO POWER SOURCE. SEE TO POWER SOURCE. SEE POWER PLAN FOR SIZE POWER PLAN FOR SIZES - TYPICAL CONDUIT STUB --UP E3 SCALE: N.T.S. e 9 10 11 1 12 W) U � U 4 0 LL c 0 0 cf) mg Ft _j LL 0 c w U � L C U r- 0 L 'i. o CAv U J Q XM I O L I" L� � h o �rnrn „� C7 0 v 00 ELECTRICAL PLAN Dwg. E3 Z: \2005\051 00\E3.dwg May 17, 2005-4: 46pm IAI I BI I CI WE ©■ F1 ■ CKT. # DESCRIPTION SEE NOTE BREAKER LOAD (KW) A B C LOAD (KW) BREAKER SEE NOTE DESCRIPTION CKT. # POLE JAMP. AMP. POLE 1 ITEM #19a BEER COOLER COND. 3#12, #12 G. 'in (1) 3/4" C. EA ___ #1 3 20 1.87 6.6 4.71 60 3 #1 RTU-1 FLA= 39.2 MCA= 45.1 3#4, #10 G. in (1) 1-1/4" C. EA 2 3 1.87 6.6 4.71 4 5 1.87 6.6 4,71 g 7 ITEM #20a COOLER COND. 3#12, #12 G. in (1) 3/4" C. EA #1 3 20 1.85 8.9 7.01 80 3 #1 RTU-2 FLA= 58.4 MCA= 64 3#3, #8 G. in (1) 1-1/4" C. EA 8 9 1.85 8.9 7.01 10 11I 1.85 8.9 7.01 12 13 ITEM #21a FREEZER COND. 3#12, #12 G. in (1) 3/4" C. EA #1 3 20 1.42 8.4 7.01 80 3 #1 RTU-3 FLA= 58.4 MCA- 64 3#3, #8 G. in (1) 1-1/4" C. EA 14 15 1 1.42 8.4 7.01 16 17 1.42 8.4 7.01 18 19 EF-I (1.5HP) & SF -I (3HP) 3#8, #10 G. in (1) 3/4" C. EA #1 3 40 2.15 2.1 0.00 .3 SPACE 20 21 2.15 2.1 0.00 22 23 2.15 2.1 1 0.00 24 25 PRIME SIGN 2#8, #10 G. in (1) 3/4" C. EA1 2 40 2.74 16.1 13.32 225 3 PANEL "B" 4#4/0, #4 G. in (1) 2-1/2" C. EA 26 27 3.19 17.4 14.19 28 29 EF-2 (1.5HP) 3#12, #12 G. in (1) 3/4" C. EA #1 3 15 0.83 13.8 12.93 30 31 0.83 13.2 12.33 225 3 PANEL "C" 4#4/0, 2#4 G. in (1) 2-1/2" C. E 32 33 0.83 11.2 10.42 34 35 SHUNT TRIP SPACE 1 11.7 11.74 36 37 PANEL "D" 4#4/0, #4 G. in (1) 2-1/2" C. EA #2 3 225 9.94 9.9 1 SPACE 38 39 11.50 14.3 2.80 40 2 #1 ITEM #2 ICE MACHINE & #2b COND. 40 41 11.00 13.$ 2.80 42 65.2 69.0 65..3 TOTAL KW PER PHASE VOLTAGE 208Y/120V TYPE SIEMENS 543 574 544 AMPS PER PHASE PHASE 3 MOUNTING SURFACE WIRE 4 FEEDER SEE RISER MAINS MLO MIN AIC NOTE 19, SHT. El RATING 600 (AMPS) WITH I.G. BAR YES ITEMS CON. % . DEM. RECEPTACLES 7.8 code 7.8 KITCHEN 75.8 65% 49.3 HVAC 65.1 100% 65.1 PANEL LIGHTING (INT 125% 15.8 LIGHTING (EXT 82.5 125% 10.7 NOTES: 1) HACR BREAKER 2) SHUNT TRIP CIRCUIT BREAKER ACTIVATED BY HOOD FIRE PROTECTION ANSUL SYSTEM UPON DETECTION "All tAtl MISC. 29.6 100% 29.6 TOTAL KW SEE LOAD SUMMARY TOTAL AMPS FOR SERVICE SIZE Z: \2005\051 00\E4. dwg May 18, 2005-11: 56am ■ ■ C� ■ 8 CKT. # DESCRIPTION SEE NOTE BREAKER LOAD (KW) A B C LOAD (KW) BREAKER SEE NOTE DESCRIPTION CKT. # POLE AMP. AMP. POLE 1 ITEM #50 RAISED COND. PREP TABLE #1 1 20 1.54 1.9 0.34 20 2 #31 ITEM #19b BEER COOLER EVAP. 2#12, #12 G. in (1) 3/4" C. EA 2 3 RECEPTACLES TV'S 1 20 1.50 1.8 0.34 4 5 RECEPTACLES TV'S 1 20 1.50 1.7 0.23 20 2 #3 ITEM #20b COOLER EVAPORATOR 2#12, #12 G. -in (1) 3/4" C. EA 6 7 RECEPTACLES TV'S 1 20 1.50 1.7 0.23 8 9 ITEM #28 REMOTE BEER SYSTEM #1 1 20 1.50 2.5 1.02 20 2 #3 ITEM #21b FREEZER EVAPORATOR 2#12, #12 G. in (1) 3/4" C. EA 10 I1 RECEPTACLES TV'S 1 20 1.00 2.0 1.02 12 13 ITEM #45 SLIDING TOP REFRIG. #1 1 20 0.86 1.7 0.87 20 2 ITEM #46 HOT FOOD TABLE 2#12, #12 G. in (1) 3/4" C. EA 14 15 RECEPTACLES TV'S 1 20 1.50 2.4 0.87 16 17 RECEPTACLES TV'S 1 20 1.00 1.0 1 SPACE 18 19 SPARE 1 20 0.0 1 SPACE 20 21 FUTURE BAR U.C. DISHWASHER #1 1 20 1.20 2.9 1.68 20 1 #1 ITEM #62 ICE TEA MAKER 22 23 RECEPTACLES TV'S 1 20 1.50 2.6 1.05 20 1 COOLER/FREEZER DOOR HEATER 24 25 ITEM #49 WORKTOP REFRIGERATOR #1 1 20 1.08 4.1 3.00 40 1 ITEM #12 LOW TEMP DISHWASHER 26 27 SPACE 1 1.8 1.78 20 1 #1 ITEM #61 COFFEE MAKER 28 29 SPACE 1 1.7 1.66 25 1 ITEM #69 AIR CURTAIN 30 31 RECIRC PUMP 1 1 20 1.18 2.1 0.90 20 - 1 #1 ITEM #94 WATER SOFTENER 32 33 ITEM #57 BACK BAR 4 DOOR REFRIG. #1 1 20 1.13 1.1 20 1 SPARE 34 35 ITEM #59 GLASS WASHER #1 1 20 0.86 2.2 1.30 20 1 WATER HEATER 36 37 ITEM #61 COFFEE MAKER #1 1 20 1.78 1.8 0.04 15 1 #1 ITEM #2a AUTO CLEANING SYSTEM 38 39 ITEM #62 ICE TEA MAKER #1 1 20 1.68 1.7 1 SPACE 40 41 ITEM #63 SODA STATION #1 1 20 0.96 1.8 0.85 20 1 #1 ITEM #56 GLASS FROSTER 42 13.3 14.2 12.9 TOTAL KW PER PHASE VOLTAGE 208Y/120V TYPE SIEMENS 111.1 li8i 108 AMPS PER PHASE PHASE 3 MOUNTING SURFACE WIRE 4 FEEDER SEE RISER MAINS MLO MIN AIC NOTE 19, SHT. E1 RATING 225 (AMPS) WITH I.G. BAR NO ITEMS CON. % DEM. RECEPTACLES 0.0 code 0.0 KITCHEN 38.4 65% 24.9 HVAC 0.0 100% 0.0 PANEL LIGHTING (INT 0.0 125% -0.0 LIGHTING (EXT 0.0 125% 0.0 11 B 11 MISC. 2.1 100% 2.1 TOTAL KW 40.4 27.0 TOTAL AMPS 112 75 RISER NOTES: 1• ALL INTERIOR METAL PIPING (WATER AND GAS) SHALL BE BONDED TO THE SERVICE ENTRANCE ENCLOSURE, THE GROUNDED CONDUCTOR AT THE SERVICE, THE GROUNDING ELECTRODE CONDUCTOR OF SUFFICIENT SIZE OR TO ONE OR MORE GROUNDING ELECTRODES USED.. THE BONDING JUMPER SHALL BE SIZED IN ACCORDANCE WITH TABLE 250.66 (FOR WATER). THE GAS PIPING SHALL BE BONDED WITH A JUMPER SIZED PER TABLE 250.122 USING THE RATING OF THE CIRCUIT THAT MAY ENERGIZE THE PIPING. 2. CIRCUIT BREAKERS SHALL BE RATED TO WITHSTAND THE MAXIMUM AVAILABLE FAULT CURRENT AT THE SITE AS DETERMINED BY THE LOCAL ELECTRIC UTILITY. E.C. SHALL COORDINATE WITH . LOCAL UTILITY TO DETERMINE MAXIMUM AVAILABLE FAULT CURRENT PRIOR TO PURCHASING CIRCUIT BREAKERS. 1) NOTES: PROVIDE GFI BREAKER FOR ANY 15A OR 20A, I20V/1P SINGLE OR IG RECEPT IN REQUIRED AREAS. SEE GENERAL NOTE 2 SHEET E3, 2) PROVIDE LOCK ON BREAKER 3) HACR BREAKER POWER LOAD SUMMARY PANEL RECEPTAC LES KITCHEN HVAC LIGHTING INT. LIGHTING EXT.)MISC. TOTAL (KW) PANEL "A" 0.0 15.4 65.1 0.0 5.9 5.6 92.1 KW PANEL "B" 0.0 38.4 0.0 0.0 0.0 2.1 40.4 KW PANEL "C" 7.8 0.0 0 .01 12.6 2.6 11.5 34.5 KW PANEL "D" 0.0 22.0 0.0 0.0 0.0 10.4 32.4 KW CONNECTED 7.8 75.8 65.1 12.6 8.5 29.6 199.4 KW FACTOR per code 65% 10096 125% 125% 100% DEMAND 7.81 49.31 65.11 15.81 10.7 Z9 .61 176.2 KW DEMAND LOAD PER NEC LARGEST MOTOR: (3 HP) 3.96 KW DEMAND KW 179.2 KW DEMAND AMPERES 497.4 Amps - E,C. SHALL COORDINATE ARRANGEMENTS WITH LOCAL POWER COMPANY AND WITH SITE PLAN. MAKE ADJUSTMENTS ON CONNECT UNBROKEN GROUNDING ELECTRODE TO SERVICE AS REQUIRED. MAIN COPPER WATER PIPE WITH, SUPPLEMENTAL GROUNDING ELECTRODE AS SHOWN OR PROVIDE EXTERIOR C/T EQUAL GROUNDING SYSTEM. GROUNDING SYSTEM ENCLOSURE & SHALL COMPLY WITH NEC ARTICLE 250. METER GROUND RODS PER NEC ART. 250. (TYPICAL) If 1 e 7 (1) #6 GRD., CU IN . �1 /2" "UN /0 GRD.,N 1"C OKEN. STRUCTURAL STEEL (IF AVAILABLE)-- 1 7 0 ■ ■ 0 ■ 12 CKT. # DESCRIPTION SEE NONE BREAKER LOAD (KW) A B C LOAD (KW) BREAKER SEE NOTE DESCRIPTION CK'T. # POLE AMP. AMP. POLE 1 BUILDING SIGN #4 1 20 1.2U 1.4 0.21 20 1 #1 HEAT 'TAPE 2 �4� 3 LIGHTING KITCHEN 1 20 1.85 2.0 0.18 20 1 #1 ITEM #33 BAG -IN -BOX 5 LIGHTING HOOD 1 20 1.00 1.2 0.18 20 1 #1 ITEM #33a REMOTE CARBONATOR 6 7 LIGHTING BAR 1 20 1.10 1.6 0.54 20 1 #1 RESTROOM RECEPTACLES, TVS 8 9 LIGHTING DINING 1 20 1.60 2.1 0.54 20 1 #3 OFFICE RECEPTACLES 10 11 LIGHTING DINING 1 20 1.02 2.3 1.26 20 1 #1,3 ITEM #65 P.O.S. OUTLETS 12 13 LIGHTING DINING 1 20 1.30 2.6 1.26 20 1 #1 RECEPTACLES 14 15 CEILING FANS 1 20 0.30 0.4 0.12 20 1 #2 HOOD CONTROLS 16 17 CEILING FANS 1 20 0.60 1.7 1.08 20 1 #1 RECEPTACLES 18 19 CEILING FANS 1 20 0.45 1.9 1.44 20 1 EXTERIOR RECEPTACLES 20 21 LIGHTING VESTIBULE 1 20 0.65 1.7 1.00 20 1 RECEPTACLES A/V RACK 22 23 LIGHTING GIFT SHOP 1 20 0.97 1.7 0.72 20 1 #1 RECEPTACLES,SIGNS 24 25 LIGHTING WAIT STATION #1 1 20 0.45 1.2 0.72 20 1 #1 RECEPTACLES,SIGNS 26 27 LIGHTING WAIT STATION #2 1 20 0.52 0.7 0.20 20 1 R.R., INFRARED SENSORS 28 29 LIGHTING PATIO 1 20 1.00 2.5 1.50 20 1 #2 OPT. HAND DRYER 30 31 COOLER/FREEZER LIGHTING 1 20 0.60 2.1 1.50 20 1 #2 OPT. HAND DRYER 32 33 LIGHTING ENTRANCE 1 20 0.40 1.6 1.20 20 1 41 TV'S 34 35 LIGHTING EXTERIOR 1 20 0.75 2.0 1.20 20 1 #4 BUILDING SIGN 36 37 LIGHTING EMP, HALL, EF-3 1 20 0.36 1.6 1.20 20 1 #4 BUILDING SIGN 38 39 RECEPTACLES #1 1 20 0.54 1.9 1.32 20 1 LIGHTING RESTROOMS, EF-4 40 41 EXT. BUILDING LIGHTS 1 20 0.46 0.5 20 1 #4 L.E.D. LIGHT STRIPS 42 12.3 10.4 11.7 TOTAL KW PER PHASE VOLTAGE 208Y/120V TYPE SIEMENS 103 87 98 AMPS PER PHASE PHASE 3 MOUNTING SURFACE WIRE 4 FEEDER SEE RISER MAINS MLO MIN AIC NOTE 19, SHT. E1 RATING 225 (AMPS) WITH I.G. BAR YES ITEMS CON. % DEM. RECEPTACLES 7.8 code 7.8 KITCHEN 0.0 65% 0.0 HVAC 0.0 100% 0.0 PANEL LIGHTING (INT .6 12.6 125% LIGHTING (EXT 125% 35.3 NOTES: 1) PROVIDE GFI BREAKER 2) PROVIDE LOCK ON BREAKER 3) I.G. CIRCUIT 4) ON WITH PHOTOCELL, OFF WITH TIMECLOCK. SEE DETAIL 4/E6. _ it C if MISC. 11.5 100% 11.5 TOTAL KW 34.5 38.3 TOTAL AMPS 96 106 CKT. DESCRIPTION SEE BREAKER LOAD LOAD BREAKER SEE DESCRIPTION CKT, POLE AMP. AMP. POLE # NOTE (KW) A B C (KW) NOTE # I ITEM #47 COUNTERTOP WARMER #1 1 20 1.20 4 • 2 - ":. �;f' 3. UO 40 3 ITEM #87 STEAMER 3#8, #10 G. 'in (1) 3/4" C. EA L 3 ITEM #41 FILTER, ITEM #89 TIMERS #1 1. 20 1.20 - 4.210 3.00 4 5 ITEM #38 GRIDDLE #1 1 20 0.18 r;R% ?; .r- ; 3.2 3.00 6 7 ITEM #40 REF. COOKING STAND #1 1 20 1.44 4.4 E;r:!g' 3.00 40 3 ITEM h87 STEAMER 3#8, #10 G. in (1) 3/4" C. EA 8 9 SPARE 1 20 �j;` •-' 3.0 ? '?,_ 3.00 10 11 ITEM #41 (6) GAS FRYERSA #1 1 20 1.22 ='?:' r' i . 4.2 3 .00 12 13 SPARE 1 20 0.0iffi ` ,'�; 1 SPACE 14 15 ItTEm #39 BREADING STATION #1 1 20 1.08 1 SPACE 16 17 JITEM #52 FLAT SANDWICH GRILL #1 1 20 1.68 ?gvi' `.I 1.% 1 _ SPACE 18 19 ITEM #51 VERT. CONTACT-FOASTER 2#12, #12 G. in (1) 3/4" C. EA 2 20 1.30 1.3 l � i ..,. ,. 1 SPACE 20 21 1.30 `�'Si r'i_ 1.3 j*',.1 1 SPACE 22 23 RECEPTACLES CHRISTMAS LIGHTS 1 20 1.92 "`'}tsi'iNO, 1.9 1 SPACE 24 25 ISPACE 1 0.0 _ ? `%' 1 SPACE 26 27 RECEPTACLES CHRISTMAS LIGHTS 1 20 1.92 ."lilta 1.9 �''+�._; 1 SPACE 28 29 ISPACE 1 ,'',�'' �N% 0.0 1 SPACE 30 31 ISPACE 1 _ 0.0 I ., :S'1 r�ik! 1 SPACE 32 33 SPACE 1 0.0 ..<lS ._. 1 SPACE 34 35 SPACE 1 `+ 0.0 1 SPACE 36 37 SPACE 1 0.0 "r°' sa.+, 1 SPACE 38 39 SPACE 1 -� '` r' 1 SPACE 40 41 SPACE 1 :;'"•.�i ' 0.0 1 1 1 ISPACE 42 9.9 11.5 11.0 TOTAL KW PER PHASE - VOLTAGE 208Y/120V TYPE SIEMENS 83 96 92 AMPS PER PHASE PHASE 3 MOUNTING SURFACE WIRE 4 FEEDER SEE RISER MAINS MLO MIN AIC NOTE 19, SHT. E1 NOTES: RATING 225 (AMPS) 1) PROVIDE GFI BREAKER WITH I.C. BAR NO ITEMS CON. % DEM. RECEPTACLES 0.0 code 0.0 KITCHEN 22.0 65% 14.3 HVAC 0.0 100% 0.0 LIGHTING (INT 0.0 125% .0 PANEL LIGHTING (EXT 0.0 125% 0.0 11 D11 MISC. 10.4 100% 10.4 TOTAL KW 32.4 24.7 TOTAL AMPS 90 69 60OAMP, 120/208V, 30, 4W SERVICE ENTRANCE RATED FUSIBLE DISCONNECT, FUSED AT 600A IN A NEMA 3R ENCLOSURE. (2) SETS 4-#350 MCM IN 3"C EACH. i RISER ILLUSTRATION .�..,.s. E4 PANEL "A" 600 A M.L.O. SERVICE ENTRANCE RATED Ej SEE PANEL SCHEDULE FOR SEE PANEL SCHEDULE FOR FEEDER SIZE SEE PANEL SCHEDULE FOR FEEDER SIZE PHOTOCELL MOUNTED ON ROOF, AIM NORTH. TIMECLOCK PANEL PANEL LIGHTING CONTACTOR PANEL "G" FOR CONTROL OF "D„ EXTERIOR LIGHTING, 225 A 225 A PHOTOCELL ON, 225 A M.L.O, M.L.O. TIMECLOCK OFF M.L.O. (2) SETS 4-#350 MCM & 2-#1 GND IN 3"C EACH. ■ r ■ r 12 ■ ■ ■ ■ rip 1E F �1 0 LMHT Project No. 05100 THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED WnHOUT HIS WRITTEN PERMISSION CF) in cri 14) LALA II� C" C y _ A a U 0 Ld W Z o 0 Z T CJ� W 3 91 U D U C r� W Fm Z •� 2 E N o p -C3� Q -E N M Ea W) Q d' CIS 4 'y ® u- co ® `�"' mg a� r. CIO C CId N M M v- tIt ti lj-. w. x t7 d 0 p 4✓ c •- rn o 00 ca c C7 v 9 00 2 a 0 r-) cn Q t- n ELECTRICAL PANEL.. SCHEDULES, RISER Dwg. E4 Z: \2005\051 00\E5. dwg May 17, 2005-5: 02pm 1 2 3 4 5 GENERAL. NOTES: 1. ALL LOW VOLTAGE WIRING AND FINAL CONNECTIONS SHALL BE SUPPLIED AND INSTALLED BY THE M.C. ALL J-BOXES AND NECESSARY CONDUIT SHALL BE PROVIDED BY E.C. MECHANICAL CONTRACTOR SHALL INSTALL THERMOSTATS AND SENSORS. E.C. SHALL PROVIDE AND INSTALL ALL POWER WIRING OVER 24 VOLTS INCLUDING CONDUIT AND J-BOXES AS REQUIRED, UNLESS OTHERWISE NOTED. SEE ELECTRICAL SHEETS. 2. THE MECHANICAL CONTRACTOR SHALL CERTIFY THAT THE TEMPERATURE CONTROL SYSTEM HAS BEEN INSTALLED, AS SPECIFIED AND HAS BEEN TESTED TO ASSURE THAT CONTROL ELEMENTS ARE CALIBRATED, ADJUSTED, AND AND IN PROPER WORKING CONDITION. A COPY OF THE CERTIFICATION SHALL BE FURNISHED TO THE CODE ENFORCEMENT OFFICIAL. M.C. SHALL INCLUDE COPY OF THE CONTROL SYSTEM CERTIFICATION IN OPERATION & MAINTENANCE MANUAL PROVIDED TO THE OWNER. 3. SEE "H" SHEETS FOR HOOD CONTROL PANEL WIRING DIAGRAM, PROVIDED BY OWNER WITH HOODS. HV'AC SEQUENCE OF OPERATION M.C. SHALL SET THERMOSTAT 'OCCUPIED' AND 'UNOCCUPIED' MODES TO OWNER'S OPERATION SCHEDULE. NORMAL OPERATION -(OCCUPIED) RTU-1, 2, AND 3 EVAPORATOR FANS SHALL BE SET TO,, RUN CONTINUOUSLY DURING OCCUPIED TIMES VIA PROGRAMMABLE THERMOSTAT. EF-3 AND EF-4 SHALL BE WIRED THROUGH LIGHTING CIRCUIT AND OPERATE WHEN LIGHTS ARE ON. EF-1, EF-2, SF-1, AND EVAPORATOR FANS ON RTU-1, RTU-2, AND RTU-3, SHALL OPERATE CONTINUOUSLY UPON ACTIVATION OF KITCHEN HOOD SWITCH. SEE DETAILS THIS SHEET AND "H" SHEETS, S UPON DEACTIVATION OF THE KITCHEN HOOD SWITCH, ALL AIR HANDLING UNITS SHALL BE CONTROLLED VIA INDIVIDUAL SENSORS AND TRACKER PANEL. THE TEMPERATURE SCHEDULE SET POINTS SHALL BE SPECIFIC FOR EACH RTU AND SHALL BE FIELD ADJUSTABLE. SPACE TEMPERATURE SET POINTS: RTU-1: 78F COOLING, 68F HEATING RTU-2, 3: 757 COOLING, 70-F HEATING SPACE HUMIDITY SET POINTS RTU-2, 3: 60% RH RTU-1, 2, AND 3 COOLING/HEATING SWITCH/OVER SHALL BE AUTOMATIC BASED ON THE SPACE DEMAND. OUTSIDE AIR INTAKE ON ECONOMIZERS OR DAMPERS SHALL BE IN MINIMUM OPEN POSITION TO DELIVER CFM'S INDICATED IN AIR BALANCE SCHEDULE ON SHEET M2 OR SHALL FOLLOW THE ECONOMIZER OPERATION DESCRIBED BELOW. ECONOMIZER OPERATION THE RTU'S EQUIPPED WITH ECONOMIZERS (SEE UNITS SCHEDULE ON SHEET M2) SHALL UTILIZE "FREE COOLING" AS THE FIRST STAGE OF COOLING. WHEN OUTDOOR AIR ENTHALPY IS LOWER THAN THE MIXED AIR ENTHALPY, OUTSIDE AIR INTAKE DAMPERS SHALL MODULATE FROM MIN. TO MAX. OPEN POSITION AND SPACE RETURN AIR DAMPERS SHALL MODULATE FROM MAX, TO MIN. RELIEF DAMPERS SHALL BE CONTROLLED RESPECTIVELY VIA INTEGRAL RTU CONTROL. IF THE OUTSIDE AIR ALONE CANNOT SATISFY THE SPACE COOLING DEMAND, THE COMPRESSORS SHALL BE ENERGIZED IN STAGES. WHEN OUTDOOR AIR ENTHALPY IS HIGHER THAN MIXED AIR ENTHALPY, OR WHEN THE LOW LIMIT SENSOR LOCATED IN DISCHARGE AIR REACHES ITS SET POINT (557 -ADJ.), THEN OUTDOOR AIR AND RETURN AIR DAMPERS SHALL BE SET TO DELIVER MINIMUM O.A. CFM's INDICATED IN THE AIR BALANCE SCHEDULE. NI HT SETBAQK^OPERATION UNOCCUPIED) C SPACE TEMPERATURE SET POINTS: RTU-1, 2, 3: 85'17 COOLING, 55'F HEATING RTU-1, 2, AND 3 EVAPORATOR FAN, COMPRESSORS AND HEATER SHALL RUN ON DEMAND ONLY. ANY MOTORIZED OUTSIDE AIR DAMPERS SHALL BE IN CLOSED POSITION. EMERGENCY OPERATION: E.C. SHALL WIRE ANSUL SYSTEMS ON COOKING HOODS SO THAT UPON FIRE DETECTION OR MANUAL ACTIVATION, THE MAKE-UP AIR FAN SF-1 AND EVAPORATOR FANS ON RTU-1, RTU-2, AND RTU-3 SHALL BE SHUT DOWN, ALL POWER TO EQUIPMENT UNDER HOODS SHALL BE ISOLATED, WHILE THE EXHAUST FANS SHALL CONTINUE TO OPERATE. A MECHANICAL GAS VALVE SHALL ISOLATE ALL GAS SUPPLY TO EQUIPMENT UNDER HOODS. EVAPORATOR FAN ON EACH RTU SHALL ALSO BE SHUT DOWN BY INDIVIDUAL SMOKE DETECTOR UPON DETECTING SMOKE. ❑= DAISY CHAIN TO 3 UNITS. TWISTED SHIELDED PAIR WIRING. TRANE FACTORY MOUNTED VOYAGER COMMUNICATION BOARD INSIDE OR RTU CONTROL CABINET. PRECEDEN TYPICAL OF 3. TYPICAL REMOTE SENSOR TRANE (BAYSENSO14C) TYPICAL. SEE "M" SHEETS FOR SPECIFIC LOCATIONS HUMIDITY SENSOR TRANE (BAYSENS036A) TYPICAL, SEE "M" SHEETS FOR E SPECIFIC LOCATIONS IFI ©m 6"X6" J-BOX ABOVE CEILING BY E.C. 1 1/4" CONDUIT BY E.C. WIRING BY M.C. TYP. s TRANE E6 120V/1 P _--TRANSFORMER WITH PRIMARY OVERCURRENT PROTECTION BY TRANE. 120VAC PRIMARY, 24 VAC SECONDARY, 50VA. SEE INSTALLATION 20V NOTE 8 TRANE TRACER MP503 CONTROLLER ) C 1 PHOTOCELL #1 4TORK #2101 OR EQUAL TIME CLOCK - PC TORK #7200L TC OR APPROVED EQUAL 2#12, 1#120ND. 3/4"C. - TO EXTERIOR WALL . MOUNT BUILDING SIGNS AND LED BANDS 0 PRIME SIGN A-25 TT LIGHTING CONTACTOR #1 LC I SQUARE D, CLASS 8903, TYPE 'SPG'-120V COIL TO PRIME POLE SIGN PANEL C- 1, 36, 38, 42 (PANEL BY SIGN CONTRACTOR) BLDG SIGNS, LEDS LIGHTING CONTACTOR #2 LC2 SQUARE D, CLASS 8903, TYPE 'LG'-120V COIL _j C-=33, 35, 41 BLDG. LIGHTS TTI TO EXTERIOR WALL MOUNT BUILDING LIGHTS a BUILDI E6 120V RELAY IN CAPTIVE AIRE PANEL (TYP.) SEE SHEET H1 TRANSFORMER WITH PRIMARY OVERCURRENT PROTECTION N04 BY TRANE. 120VAC PRIMARY, 24 VAC SECONDARY, 50VA. RELAY #2 C4 SEE INSTALLATION NOTE 8. DRY CONTACTS ARE TRACKER "12" PANEL. ELECTRICALLY HELD OPEN APPROX SIZE 12"H X 9 13/16"W X CONTINUOUSLY UNLESS HOOD 2 13/16"D, LOCATE ® 48" A.F.F. FIRE SUPPRESSION SYSTEM IS ACTIVATED CKER CONTROL PANEL NOTES: 1, ALL WIRING MUST CONFORM TO NEC AND LOCAL ELECTRICAL CODES, 2. ALL WIRING SHALL BE IN STRICT ACCORDANCE WITH TRANE INSTALLATION INSTRUCTIONS. M.C. SHALL FOLLOW MANUFACTURERS SHOP DRAWINGS FOR EXACT CONTROL INSTALLATION REQUIREMENTS, VERIFY TERMINAL POINTS WITH SHOP DRAWINGS. 3. DASHED LINE INDICATES WIRING PROVIDED/INSTALLED BY M.C. SOLID LINE WIRING IS PROVIDED BY E.C. 4. TRANE MODEM TELEPHONE LINE WILL BE A SHARED LINE WITH THE FAX MACHINE. M.C. SHALL COORDINATE WITH THE E.C. ACCORDINGLY. 5. ONLY TRANE TRACKER CONTROL PANEL SHALL B USED. NO SUBSTITUTIONS ON CONTROL SYSTEM ALLOWED. 6, RO IE ALL 24VAc- SENSOR AND TRACKER WIRING AWAY FROM OTHER PQU.B AND COMMUNICATION CABLES. 7, WIRE, INSTALL AND FOLLOW, ALL SAFETY PROCEDURES FOR ALL EQUIPMENT AS SHOWN IN THEIR INSTALLATION INSTRUCTIONS. 8. THE ELECTRICAL CONTRACTOR SHALL INSTALL CONTROL TRANSFORMERS INTO THE 8" X 8" NEMA 1 ENCLOSURE (PROVIDED BY E.C.) MOUNTED NEXT TO DEVICE IN WHICH IT SERVES. SEE TRANE INSTALLATION SHOP DRAWINGS FOR TERMINATION POINTS. 1 Z: \2005\05100\E6.dwg May 18, 2005-11: 54am 9 1 :i 1 d LIGHTING CONTACTOR #3 SQUARE D, CLASS 8903, LC3 TYPE 'LG'-120V COIL ENTRANCE LIGHTS POLE TIME CLOCK CONTROLS 120V TO SHUNT TRIP CIRCUIT BREAKERS, SEE SHEET E3 FROM 120V/1 P, 20A CIRCUIT BREAKER, BY E.C. DUCT SMOKE DETECTOR (FACTORY INSTALLED) 24V, BY M.C. NC C NC RTU #2 RTU-1 HONEYWELL #8222Dj TERMINAL DPDT RELAY BY E.C. / BLOCK #1 NC RTU #3 5 6 C NC SPARE VERIFY TERMINAL POINTS WITH MANUFACTURERS SHOP DRAWINGS HONEYWELL #8222D DPDT RELAY BY E.C. 3 EMERGENCY RTU SHUT DOWN- DETAIL. E6 N.T.S. NOTES: 1. DASHED LINE INDICATES WIRING PROVIDED/INSTALLED BY M.C. SOLID LINE WIRING IS PROVIDED BY E.C. 2• RTU SHALL SHUT DOWN UPON FIRE DETECTION BY HOOD ANSUL `SYSTEM, SEE "HVAC SEQUENCE OF OPERATION" THIS SHEET. COORDINATE WIRING WITH MANUFACTURERS SHOP DRAWINGS. SEE "H" SHEETS. 3. THE MECHANICAL CONTRACTOR SHALL INSTALL ADDITIONAL WIRING BETWEEN TERMINAL POINT LBT6 AND FACTORY MOUNTED SMOKE DETECTOR AS SHOWN. FACTORY MOUNTED SMOKE DETECTOR SHALL REMAIN. 4. SEE DETAIL D8/M4 FOR WIRING REQUIREMENTS BETWEEN RTU AND TRANE TRACKER CONTROL PANEL. 5 6 7 a 120V CONTROL CIRCUIT FOR RTUS. SEE DETAILS THIS SHEET AND Hy� 1 (2) #12 (1) #12GND. 1 /2" C. (TYPICAL) HOOD #1 HOOD #2 2 #12, 1 #12 GND., 3/4" C. BY HOOD WIRE FROM W/B CONTRACTOR TYP. TERMINALS WIRE TO JUNN PRECTION BOX FOR LIGHTS (TYPICAL EACH HOOD) HOOD CONTROL PANEL BY H001 CONTRACTOR SEE "H" SHEET' m0 INSTALL 2#12, 1#12 GND., 1/2" C. FROM FAN TERMINALS IN PRE WIRE TO DISCONNECT SWITCH ON FAN AT ROOF B (SWITCH INSTALLED BY MANUFACTURER) -- EF-1 EF-2 —� SF-1 *- 2#14, 1/2"C. TO MICROSWITCH AT ANSUL TANK. SEE SHEET M2 FOR LOCATION. —�°- TO ALL SHUNT TRIP CIRCUIT BREAKERS FOR RECEPTACLES UNDER HOOD #1 AND #2: SEE ELECTRICAL PANEL SCHEDULES FOR ALL SHUNT TRIP CIRCUITS. c POWER CIRCUITS FROM ELEC. PANEL TO PRE WIRE SECTION: SEE ELECTRICAL PANEL SCHEDULES FOR ALL HOOD CIRCUITS, EXHAUST FAN CIRCUITS, AND SUPPLY FAN CIRCUIT. _� EXHAUST WIRING DETAIL 5�)N.T.S. NOTE #1: ALL WIRING BY E.C. LMHT Project No. 05100 THIS DRAWING IS THE PROPERTY OP THE ARCHITECT AND MAY NOT BE REPRODVGED OR VSEU WITHOUT HIS WRITTEN PERMISSION L00) LO II�1 cn cn L ul z z w z A h �W M W � � C N c G U Lo v c -Eoc) a c , : CA m o =© RTU #1 E O TERMINAL BLOCK J1 1 BLOWER. o TAP INTO WIRE MOTOR 64A (VOYAGER), 11 o 117A (PRECEDENT) O TRANE UNIT TRACKER 13 o I PARTIAL CONTROL TERMINAL BLOCK PANEL IN (TYPICAL) OFFICE 14 - 24 VOLT 5 TB1 POWER TB-1 TB- L1 L2 L3 NC5 NO 120V RELAY #3 F C C5 RTU #2 NO HONEYWELL #8222D 24 VOLT DPDT RELAY BY E.0 KITCHEN HOOD CONTROL BY M.C. TYP. PANEL WITH INTEGRAL BY E.C. TYP. SWITCH PROVIDED BY HOOD CONTRACTOR, SEE DETAIL RTU #3 NO H8/M4, AND H SHEETS. C SPARE �--. NO �— PROVIDED AND INSTALLED BY E.C. TYP. HONEYWELL #8222D DPDT RELAY BY E.C. Q RTU SYSTEM INTERLOCK CONTROLS (NORMAL OPERATION), E6 N.T.S. NOTES: 1- M,C. SHALL WIRE SENSOR TO RTU TERMINAL BLOCK IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2, DASHED LINE INDICATES WIRING PROVIDED/INSTALLED BY M.C. SOLID LINE WIRINC IS PROVIDED BY E.C. 3. UPON ACTIVATION OF KITCHEN HOOD EXHAUST FAN, VIA EXHAUST HOOD SWITCH N.O. DRY CONTACT SHALL CLOSE AND ROOFTOP UNIT EVAPORATOR FANS SHALL ENGAGE AND ECONOMIZERS SHALL OPEN TO MIN. POSITION PER AIR BALANCE SCHEDULE. RTU COMPRESSORS SHALL BE CONTROLLED VIA THERMOSTAT. 4. UPON DEACTIVATION OF THE KITCHEN HOODS, ROOFTOP UNITS SHALL BE CONTROLLED BY INDIVIDUAL SENSORS. 5, SEE DETAIL ON THIS SHEET FOR WIRING REQUIREMENTS BETWEEN RTU AND TRANE TRACKER CONTROL PANEL. 9 110 11 12 • Ir r • #r �'✓`3�Itr i:: 0 c C U 0 ® h v- U rn LL_ O x ®�v w VJ O O =o I 0 ® I- L. `- O 0 c ... drnrn o Q O _ voo °Q i V) ELECTRICAL, CONTROLS Dwg. E6 Al om L4 IN ,HI ----- ------ 1 10 28'—e ®ELEVATION B2 SCALE: 1/4" = 1'-0" ,disk., ELEVATION D2 SCALE: 1/4" = 1'-0" ir.'_A" ® ELEVATION E2 SCALE: 1/4" = 1'-0" nn'- i+" ®ELEVATION. G2 SCALE: 1/4" = 1'-0" 1 Z: \2005\05100\E7.dwy May 18, 2005-11:18am — ELEVATION D4 SCALE: 1/4" = 1'-0" .ELEVATION E4 SCALE: 1/4" A'-n" ®ELEVATION B7 SCALE: 1/4" = 1'-0" ELEVATION D7 SCALE: 1/4" = 1'-0" _ELEVATION G4 ELEVATION G6 - SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ®ELEVATION E7 SCALE: 1/4" = 1'-0" Cl NNIN 1 _ IW l CQ 1 \ � ,'•tom KEY PLAN SCALE: 3/32" = 1'-0" (\ \ . 10 11 12 FL1 LMHT Project No. 05100 THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND MAY NOT HE REPRODUCED OR USED WHHOUT HIS WRITTEN PERMISSION r- `o If) �c)) ti 1�--■ ul a o 0 Id .Z 17 M ig a n- � � G cV W � Z C> z �E a o -E .Q :y N QI o iC i ® u— i� co VI 0 ® LL (� w U � L C G x .- La r-Q o LjMO�� CV N ): -D 0 O i a11) � vaa ® o 8 °Oar^. Ian v°> ELEOTRIOAL ELEVAMONS hi Dwg, E7 1 3 4 5 6 7 8 9 10 12 LMHT Project No. 05100 THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION W11011 -:Iml -;10 in IN r1 IN`[ MI RON r1rr.Y l� 79l �A mTn 71Y 11VVlJ HOOD NO. 11Y1' vl%,.trinllvA♦ MODEL LENGTH MAX, C❑❑KING TEMP. EXHAUST PLENUM SUPPLY PLENUM HOOD C❑NSTRUCTI❑N HOOD C❑NFIG. END END TO ROW TOTAL EXH, CFM RISER(S) TOTAL SUP. CFM RISER(S) WIDTH LENG,M33 S.P. WIDTH LENG, DIA. CFM S.P, 1 5424 RB 11' 0.00' 400 Deg. 3025 12' 24' -0,600 1890 12' 24' 945 0,080' 430 SS Where Exposed LEFT 12' 24' 945 0,080' 2 5424 RB 12, 0.00' 400 Deg. 3300 12' 24' -0,650 2060 12' 24' 1030 0,093' 430 SS Where Exposed RIGHT - 24" 1 11030 0,093' HOOD hV-P'U1tMA17U1V FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE HOOD HOOD FIRE SYSTEM ELECTRICAL SWITCHES SYSTEM PIPING WEIGHT L❑CATI❑N TYPE SIZE MODEL # QUANTITY L❑CATI❑N NO, TYPE QTYJ HEIGHT LENGTH QTY TYPE GUARD 1 SS Baffle w/ Handles 2 16' 16" 4 Incandescent Light NO YES 471 LBS, 5 16' 20' 2 SS Baffle w/ Handles 4 16' 16' 4 Incandescent Light N❑ Right Pyrochem 4.60/3.00 32111028 1 Light 1 Fan Outside YES I 508 I LBS, 4 16' 20" I Nnnn OPTTONS HOOD ❑PTI❑N NO, I BACK STANDOFF 3' Wide 2 BACK STANDOFF 3' Wide SEE FAN DRAWING FOR DETAILS EXHAUST FAN10' MIN. ,Z--SUPPLY FAN HINGE 40" MIN. �� VENTED — SUPPLY AIR DUCT 10OW VAPORPROOF SUPPLY AIR VOLUME INCANDESCENT LIGHT I AND FIRE DAMPER ASSEMBLY 3. (U.L, LISTED) EXHAUST RISER 9 4 T35' —COMPLETELY INSULATED 3' STANDOFF PLENUM 16" U.L. CLASSIFIED 24" N❑M BAFFLE -TYPE PERFORATED 4'-6' GREASE FILTERS PLATES GREASE DRAIN BOTTOM AIR DISCHARGE WITH REMOVABLE CUP FIXED BLADE GRILLES WITH OPPOSED BLADE DAMPER 54' 33' MIN 47' MAX 80' TYP i EQUIPMENT BY OTHERS SECTION VIEW - MODEL 5424-RB r ELECTRICAL PREWIRE PACKAGE JOB NAME DRAWING , NUMBER 32111028 JOB NUMBER ONTROL INPUT 120VAG H1=LINE, N1=NEUTRAL �aA BKR 1 HI FS-01 NI WH 2 R 1 A (Fan Switch Shown Installed) ST-I OL-1 2 96 95 WH 3 ST-2 A OL-2 2 96 95 4 5 6 RI-1 NC C 7 NO ST-3 YWWH OL-3 8 9 10 11 R3 MS-1 12 C Ct R1 C NCt NC1 K 2 13 NO 14 LIGHT INPUT 120VAC H2-H5=LINE, N2-N5=NEUTRAL 15 15A BKR LS-01 H2 B L W N2 16 17 3 PHASE 208V ST-1 OL•-1 18 INPUT LI 11_� I 3 WIRE L2 EXH-1 GR 3 PHASE L3 3 T3 19 3 PHASE 208V 9L2 -3 OL-3 L11 20 T2 25SUP-3 GR �3q 1 T3 3 PHASE 208V 21 ST-2 OL-2 L1 L1 TI_1__`� T1 INPUT 3 WIRE L2 L3 TT3-�7� EXH-2 GR 2 � PHASE L3 23 24 1 DATE 12/20/2004 ` DRAWN BY 3 Phase, W/ 2 Exhaust Fan, 1 Supply Farr, Relay w/ 2 -DPDT On/Off w/ Supply Fan, Exhaust on in fire condition LatLQj Description ST Starter FS Fan Switch Lighted MS MicFwit,, �Ansul/ yroChern) R1 Relay DPDT LS Light Switch L Hood Li c�ht(s) GP General -Purpose Relay DPDT TX Transformer C Contactor GR Ground AF Air Flow Switch Spare Relay MS-1, MS-2 MicroSwitcl contacts Ansul Pyrochem G-RD C-RD C-RD NO-BL NC -PR NO-BK NO-BK NC -BR NC -BR -J:N101 -. SPARE RELAY CONTACTS 9 ITMS REQUIRINGG SHHUTCAN BE USED TO RUL ZJL DOWN WHEN THE FIRE JL SYSTEM DISCHARGES, SUCH R1-R5 AS SHUNT TRIP, SIGNALS, RELAY 5,44C a n Its R2-1 TERMINAL FOR FIELD D NC3MC G WIRING TO BUILDING C FIRE PANEL, DRY C3 NO ONLY FOR SIGNAL 0 NC 2_ C MS-2 1C2 NC NC N C4 O CZ NO :_- R3-1 Nps NC C IA T Nc5 NO 6 IFFY Motor Type PH Volt HP FlA BREAKER Exh-1 Exh 3 208 1.5 5.8 20 Arn SUP-3 Su 3 208 3 9 -- Amp Exh-2 Exh 3 208 1.5 5.8 15 Am DENOTES FIELD WIRING DENOTES INTERNAL WIRING WIRE COLOR BK - BLACK YW - YELLOW BL - BLUE GY - GRAY BR BROWN PR - PURPLE OR - ORANGE OR/BL - ORANGE/BLUE RD - RED (STRIPE) WH - WHITE BL/RD - BLUE/RED (STRIPE) RD/GN - RED/GREEN (STRIPE) DRAWING SHOWN DE -ENERGIZED NOTEI IF WALL MOUNT PREWIRE, OR FIELD INSTALLED FIRE SYSTEM MICROSWITCH, THE TERMINALS SHOWING FACTORY WIRING MUST BE FIELD WIRED. 12 x 18 x 6 Box Size STEEL HANGING 8" , ANGLES (TYP,) EXHAUST EXHAUST 1 II0 O 21 -01 2'-0' O Hood 41 J-❑X BES & C❑NDUIT Hood #2 J-B❑XES &CONDUIT PRE -WIRED TO LIGHTS PRE -WIRED TO LIGHTS FIRE SYSTEM - ELECTRIC -i SUPPLY 1'-0' -� 1'-0" - SUPPLY 1'-I0'- -- CONTROL LL L9' 9' C{I� 9' `� '- 9' ® ,-----2'-0' C�---2'-0'---, ,'�-2 0 , I 2'-9' PLAN VIEW - 11'-0" LIONG 5424RB THIS DRAWING IS PROVIDED FOR REFERENCE ONLY. HOOD CONTRACTOR SHALL SELECT AND CERTIFY ALL EXHAUST/M.U. AIR FANS. ALL SYSTEMS SHALL MEET ALL APPLICABLE REQUIREMENTS OF STATE AND LOCAL CODES AND OTHER REQUIREMENTS AS SHOWN IN DESIGN DRAWINGS. 2'-9' 3'-0" 3'-0' 3'-0' 12'-0' PLAN VIEW - 12'-0" LONG 5424RB 3'-0' FAN & LIGHT SWITCH Nor" \ 0 3 1-- W, LO O N M 4 ® 3 I • 0 .__I Q W a 0 O O _ IF I- J U 0 U U G ® r• Q> 0404 vrnc, o w M vM L` t o -t L4 ® X �' W W c a cv cv 0 00 p Ln c O 000 1v X °°Qr"� 1 Z: \2005\05100\1­11.dwg May 17, 2005-4:21prr1 2 3 4 5 8 8 91 10 n — 12 .11611 8 1 9 10 2 4 LMHT Project No. 05100 THI5 DRAWING 15 THE PROPERTY OF THE ARCHITECT AND MAY NOT 9E REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION �I CI C Ulm L,AAT IAIVM?AdATTnM __ EXHAUST FAN FAN' UNIT FAN UNIT MODEL # MODEL TAG CFM S.P. RPM NO, I NCAI8FA NCAI8FA EF-1 3025 -1,000' 884 EF-1 2 NCAI8FA NCAI8FA EF-2 3300 -1.000' 910 EF-2 3 NHMUA2.12-G15 SF-1 1 !'Y r', T:II lTIT 7TIf'1 SUPPLY FAN H.P. 0 VOLT FLA BLOWER H❑USING TAG CFM S,P. RPM H.P, 0 VOLT FLA 1.500 3 208 5.8 1.500 3 208 5.8 G15 NHMUA2.12 SF-1 3950 0,500' 854 3,000 3 208 8.6 V V NO. i1J� QqN t ""L IlY1LLJL.U" ITEM SIZE 1 # 1 Curb 26.500'W x 26.500'L x 20,000'H Vented Hinged 2 # 2 Curio. 26.500'W x 26.500'L x 20.000'H Vented Hinged 3 # 3 Curb 32,500'W x 79.000'L x 20,000'H Insulated NCAFA SERIES UPBLAST EXHAUST FANS (UL762) NCAFA BELT DRIVE CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSIONAL DATA FEATURES, - ROOF MOUNTED FANS - RESTAURANT MODEL D - UL762 - AMCA SOUND AND AIR CERTIFIED - WIRING FROM MOTOR TO DISCONNECT SWITCH VENTED - WEATHERPROOF DISCONNECT CURB - HIGH HEAT OPERATION 300°F (149'0 - GREASE CLASSIFICATION TESTING E NORMAL TEMPERATURE TEST L 20 GAUGE EXHAUST FAN MUST OPERATE CONTINUOUSLY STEEL WHILE EXHAUSTING AIR AT 300'F (149'0 CONSTRUCTION UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH �� 3' FLANGE WOULD CAUSE UNSAFE OPERATION, / ABNORMAL FLARE-UP TEST EXHAUST FAN.MUST OPERATE CONTINUOUSLY Z WHILE EXHAUSTING BURNING GREASE VAPORS /RO ROOF OPENING AT 600'17 (316'0 FOR A PERIOD OF DIMENSIONS R❑ 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS, GREASE BOX HINGED FAN CURB DIMENSIONAL DATA FAN MODEL HT W B C F R R❑ WEIGHT LB NCA18FA 33 3/8 37 1/4 2 28 29 1/2 18 24 1/2 195 Griddle - S A 72.00' L x24.00' D High Proximity o N Eo E X O1X O d J[L �0 0) oz (U r-, A 0) Low aIT X+' _p J X 0, O q(L 'V' O Nz L dq O T aaC=W pp�oL i. N X X 3 JOL. IIoC L'oT L Oq of A O X 3J� X, -C I o _0) 0)00 L�2 L FAN MODEL D E NCAI8FA 26 1/2 20 L dq qo o_E LN X X #J� CD 0) Lot L L dq qo+� Qo £ LN X X AJ� �I oCIT LoS L U_ OA qo+�' C)— LN X X 3 Ja- �I CD 0) LDS L DIRECT .FIRED HEATED MAKE UP AIR - DOWN DISCHARGE GAS PRESSURE REQUIREMENTSI NATURAL GAS - 7' W.C. LP GAS - 11' W.C. BLOWER DIMENSIONS SIZE UNIT W X E21Z 15' NHMUA2 15 7A 18 5/8E 15/16 GAS FIRED MAKE-UP AIR UNIT(S) FAN TEMP, GAS UNIT BTU's RISE TYPE NO, 3 298620 70 deg F Natural TOP VIEW A CURB OUTER WALL _y< FLEX CONDUIT LOCATED IN CURB AREA FOR B H FIELD WIRING X 0 RECOMMENDED ROOF OPENING 2' SMALLER THAN CURB Z W 1 Y - THE MANUFACTURER CANNOT ASSUME LIABILITY FOR PROBLEMS THAT RESULT FROM SUBSTANDARD INSTALLATION PRACTICES, FIELD ELECTRICAL WIRING DEVIATIONS FROM SUPPLIED WIRING DIAGRAMS, JOB SITE PARAMETERS (STATIC PRESSURE, FUEL TYPE, ETC,) THAT DEVIATE FROM THE INFORMATION SUPPLIED TO CAS WHEN ORDERED, OR USE OF THIS PRODUCT FOR APPLICATIONS OTHER THAN FOR WHICH IT WAS DESIGNED. C - WARRANTY COVERAGE IS FOR MANUFACTURER SUPPLIED PARTS FOR A PERITID OF ONE YEAR FROM DATE OF SHIPMENT, ANY PARTS WHICH PROVE DEFECTIVE WILL BE REPLACED AT OUR OPTION WHEN RETURNED TO THE FACTORY, FREIGHT PREPAID, THIS WARRANTY COVERAGE SPECIFICALLY EXCLUDES LABOR CHARGES FOR THE REPLACEMENT OF SUCH ITEMS. - :IT IS THE PURCHASER'S RESPONSIBILITY TO EMPLOY QUALIFIED PERSONNEL FOR INSTALLATION AND START-UP OF THIS EQUIPMENT; DETAILED START-UP INFORMATION (FORM SUPPLIED WITH UNIT) IS REQUIRED PRIOR TO ANY WARRANTY PARTS 'SHIPMENT AND / OR FACTORY TECHNICAL SUPPORT. MODEL ..# A SIDE VIEW SERVICE DISCONNECT SWITCH BLOWER/MOTOR ACCESS DOOR E ELECTRICAL CONTROL ACCESS DOOR 20' HIGH FULL ,PERIMETER CURB GAS INLET i G ALL DIMENSIONS ARE NOMINAL AND GIVEN IN INCHES. NOTE, CURB WALL IS 1' THICK D AIRFLOW LIFTING LUGS 4 PLACES MIC DRAWING NUMBER, CI\ACAD\FS PROG\TXTFILES\H❑OTHTRSRFS.FSD Job #1 0 Job Nave; HOOTERS PROTO HTR-5-R LEGEND - PYROCHEM KNIGHT II SYSTEMS Drawn Iop Jiea System Sizes PCL-460/300 Totat FP required) 23 z PCL-300/3.0 GALLON CYLINDER Hood # 1 11' 0" Long x 54' Wide x 24" High 3 PCL-460/4.60 GALLON CYLINDER Riser # 1 Size; 12" x 24" Hood # 2 12' 0' Long x Wide x 24" High 5/6 TANK MOUNTING BRACKET MB-P2 CONTROL HEAD MOUNTING BRACKET �54' Riser # 1 Size1 12 x 24 7 8 PAC-10/PNEUMATIC ACTUATOR CYLINDER 9 MECHANICAL CYLINDER CONTROL HEAD 10 MS-SPDT/MICR❑SWITCH, SINGLE POLE NOTES 2D DUCT NOZZLE - FIELD PIPE DROPS AS SHOWN 1H PLENUM/APPLIANCE NOZZLE SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS 1H-S PLENUM/APPLIANCE NOZZLE W/SWIVEL ADAPTOR - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, 2H APPLIANCE NOZZLE SALAMANDERS, ETC, 2H-S APPLIANCE NOZZLE W/SWIVEL ADAPTOR - MAXIMUM 9 ELBOWS IN SUPPLY LINE, - MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE, 1L APPLIANCE NOZZLE APPLIANCE NOZZLE W/SWIVEL ADAPTOR - IF APPLICABLE, PRE -PIPED CHARBROILER DROPS ARE SHIPPED LOOSE. 1L-S - FACTORY PIPING EXTENDS A MAXIMUM OF 6" ABOVE THE TOP OF THE HOOD, 2L APPLIANCE NOZZLE 2L-S APPLIANCE NOZZLE W/SWIVEL ADAPTOR - APPLIANCE DIMENSIONS LISTED REPRESENT THE CO❑KING SURFACE 2g FLK/FUSIBLE LINK KIT SIZE, NOT THE OVERALL APPLIANCE SIZE, 29 360 DEGREE FUSIBLE LINK 30 500 DEGREE FUSIBLE LINK MGv2 - THIS FIRE SYSTEM COMPLIES WITH U,L, 300 REQUIREMENTS MGV MECHANICAL GAS VALVE EGV ELECTRICAL GAS VALVE RPS-M/REMOTE PULL STATION FACTORY PIPING -------------- FIELD PIPING THIS DRAWING IS PROVIDED FOR REFERENCE ONLY. HOOD CONTRACTOR SHALL SELECT AND CERTIFY ALL EXHAUST/M.U. AIR FANS, ALL SYSTEMS SHALL MEET ALL APPLICABLE REQUIREMENTS OF STATE AND LOCAL CODES AND OTHER REQUIREMENTS AS SHOWN IN DESIGN DRAWINGS. tl 0 IF IC v Cu CV 4� Q A � • R, ,y .,t r�h111it h�? 4 y • {y f U L. a? x° r_ rr) U IS L�.. 0 YC o WQNN � 7 ® ET,'0 00 w It.- 0 _ C" M `.�--� G T o 8 voo (n 3:°°a�� I i N ' Z:\2005\05100\H2.dwy May 17, 2005-4:21pm e a 9 10 n 12 1 2 1 3 1 4 SPECIFICATIONS. DMSION I - OENERAL A INTENT A. OF THESE CONSTRUCi1ON DOCEUMENTS The plans are for a prototype freestanding retail building to meet Hooters of America requirements swri0N A. 01003 - LOCATION AND GRADE The exact property lines comer monuments and grades P P r and it is understood that conditions and terms of set by the Owners surveyor will be furnished to the Contractor, and all precautions shall be taken by the negotiation may vary with different locations, These plans and specifications assume that a store Is being built on an Contractor to preserve some. If any are displaced, existing or previously planned out parcel. The Architect shall lost or disturbed through the act or neglect of the Contractor or his agents or employees, he shall pay for be made aware of varlance between Hooters of America prototype cost of restoration. plans and existing site requirements and cost proposals shall take into conalderation such vorlancea. Coat proposals shall B. . The relation of the building to the lot lines and state variance from Hooters of America plans and proposals shall drawiestabngs, - city grades shall be as shown on the a Contractor shall accurately lay out his include total costs of all such changes. work e w rk on the ground according to the drawings furnished, AND 5AFE1lf and will be held responsible for the correct location ECT10N 01000 -CODES. PERM of all work on the premises. A. All portions of the work, including plumbing, mechanical, and electrical 'work shall be performed in full compliance SEOGN_ 01004 -• PROTECTION OF WORK AND PROPERTY with all applicable city, county, state and national codes, The General Contractor shall be responsible for obtaining A. The Contractor shall be responsible for all violations the necessary building permits and certificates required of city ordinances and state laws involved In the performance of his work; for obstruction of streets, from the local building inpsector. The General Contractor sidewalks, alleys and pavements and shall in all cases shall be responsible for the safety of all people on or make good any damage to any streets, sidewalks, alleys near the construction site during the construction period, and pavements. implementation of all necessary and prudent safety pre- B. Contractor shall use every precaution to brace and cautions shall be the full responsibility of the General otherwise support and secure the structural frame, Contractor. Methods of construction and erection of walls, floors and roof during the construction of the g materials and . assemblies shall be the contractors work; and shall provide during the progress of his work responsibility. every and all safeguards and protection against accidents, Injury and damage to persons and property $J;MON 01001 - PLANS_ AND_SEMIFICAMN including adjoining property. C. The Contractor shall be responsible for his work and A. These specifications and the accompanying drawings are every part thereof, and for all materials, tools, intended to describe and provide for a finished piece appliances and property of every description used in of work. They are Intended to be cooperative, and what connection therewith. is called for by either shall be as binding as if called for by both. The Contractor shall understand that the work herein described shall be complete in zS�j�ON 01005 -- SUPERVISOR every detail, not withstanding every item necessarily A. The Contractor shall give personal supervision to the involved is not specifically mentioned, and the Contractor will be held to provide all labor and work, using his best skill and attention, and shall materials necessary for the entire completion of the keep a competent Foreman .and necessary assistants constantly on the jobsite. The Foreman shall be the work intended to be desired, and shall not avail himself of any manifestly unintentional error or personal representative of the Contractor and all directions given by him shall be as binding as if given emission should such exist. Should any error or inconsistency appear in the drawings or specifications, by the Contractor, Communication delivered to the Foreman by Owner's Project Manager shall be as the Contractor, before proceeding with the work, shall binding as if delivered to the Contractor. make mention of the same to the Owner's Project Manager in writing for proper adjustment, and In no case shall B. The contractor shall layout all work and shall be he proceed with the work in uncertainty. responsible for all measurements and dimensions. P B. Titles to chapters and paragraphs in these . C Specifications are indicated merely for convenience and shall not be construed as a correct or complete SECI10N 01006 - TEMPORARY FACILITIES segregation of the several units of materials and labor. No responsibility, either direct of implied, is A. TRAILER: assumed by the Owner for omissions or duplications by Contractor shall at his own expense provide such o e eContractor or his Subcontractors duet real or the temporary trailers, offices, a sheds o storing of m tr II fit and ah d for t rin p y g alleged error in arrangement of matter in these cement, tools, etc., with necessary telephones, heat, Specifications, etc., all of which are to be removed by him at the C. It shall be the duty of the Contractor to verify all completion of the job. dimensions given on the drawings and to report any B. TEMPORARY TOILET FACILITIES: errors or inconsistencies to the Owner's Project As conditions require, and in accordance with state and now Manager before commencing the work. In submitting a local regulation, the Contractor at his own expense proposal, it will be construed by the Owner that the shall install temporary toilet facilities for the use bidder has examined and familiarized himself with the of his employees. These toilet facilities must be site and has carefully checked all the details and placed at suitable points, enclosed against weather, assured himself that they conform in every respect with maintained in proper condition, disinfected, and at both local and state requirements. Ignorance or completion of the job cleaned out and removed from the failure on the part of the Contractor or Subcontractor premises. to examine or familiarize themselves with the site will C. TEMPORARY ELECTRICAL SERVICES: not be accepted as an excuse for claims to extra or General Contractor, without cost to the owner or additional payment above contract price. Subcontractors, shall provide and maintain all D. The Owners Project Manager shall within a reasonable temporary electrical services for any or all time make decisions on all points brought up by the Contractors, for use of apparatus, lights, or tools to ® Contractor, on matters relating to the interpretation facilitate the completion of the building. (See of the plans, the specifications and the execution, and Section 16000 Basic Electrical Requirements.) the progress of the work. D. TEMPORARY HEAT: E. Should any dispute arise as to the quality or fitness In the event that temporary heat during freezing of materials or workmanship or interpretation of the weather is necessary, this Contractor shall provide for plans and specifications, the decision shall rest with and include same in his bid, or make necessary - the Owners Project Manager and shall be based on the arrangements with the several Subcontractors requiring requirements that all work done and all materials temporary heat to provide for and include same In their - furnished shall be In strict accordance with the plans bids, He shall make sure that proper fuels and and specifications and what is usual, customary, and apparatus are furnished and installed with flue pipes standard practice in erecting buildings of similar to the outside of the building, and that the fuels are type, properly housed. Installation shall be such as to in F. More necessary for field work, or proper no way damage any of the finished work or work in Interpretation of the general plans and specifications, Progress. In' event of any damage resulting from the Contractor shall submit with such promptness as to improper heating arrangements, same shall be corrected cause no delay in his or any other Contractors work, at the expense of Contractor. If store HVAC system Is three copies of amplified details and schedules for the used, filters must be changed immediately prior to handover. approval of the Owners Project Manager and shall ' furnish the Project Manager three copies of the final 3LOQN 01QQ7 -- CUTTING & PATCHING details, one to be returned to the Contractor approved and two to remain in the Project Manager's files. A. Each Contractor shall leave all chases, holes or G. Figured dimensions and detailed drawings shall be openings in walls and partitions straight, true and of followed in preference to scaled measurements. In case proper size, in his own work or cut same in existing of any doubt on the part of the Contractor as to the exact meaning of the drawings and these specifications, work as may be necessary for the proper installation of his own or another Contractor's work. Each Contractor E he shall apply to the Owners Project Manager for an shall coordinate with the General Contractor regarding interpretation before proceeding with his work, proper location and size of some. In case of his H. Should discrepancies appear among the contract failure to leave or cut same in the proper place, he documents, the Contractor shall request an shall cut them s I h m at hi own expense. No Interpretation from the Owner's Project Manager excessive cutting will be permitted, nor shall any before proceeding with the work. If the contractor structural members be cut. fails to make such request, no excuse will thereafter B. After all work has been installed in chases, holes or be entertained for failure to carry out work in the openings, each Contractor shall carefully fit around, required manner or provide required guarantees, warranties, or bonds. • Should conflict occur in or close up, repair, patch and point up same as directed, to the complete satisfaction of the Owner's Project between drawings and specifications, Contractor is Manager., All work shall be done with proper tools and Now deemed to have estimated on better quality and larger by the skilled workmen who are thoroughly trained and quantity of work, unless he shall have requested and experienced in the particular trade to which such work obtained written decision from the Owner's Project belongs, and shall be done without extra charge to Manager before submission of bid as to which method or the Owner. materials will be required. I. The Contractor shall carefully study and compare all SECTION 01008 - CLEANING drawings, specifications, other instructions. Where dimensions are governed by existing conditions or by A. The Contractor shall at times keep the premises free conditions already established, Contractor shall take from accumulations of all waste and flammable material actual measurements himself and shall report in writing or rubbish caused ,by his employees or others during the to the Owners Project Manager, for explanation or progress of the work. At the completion of the work adjustment, any errors, disagreements or and before final acceptance, the Contractor shall, at inconsistencies in the drawings and specifications or his own expense, clear away and remove from the figured dimensions of the drawings which may exist or premises and from public and private roads all plant appear to exist, before proceeding to execute that part debris, rubbish, tools, scaffolding, surplus materials, due to his of the work affected. Thereby, this field verification and excess excavated materials operations, shall be done within ten days of the receipt of the and shall leave the promises and the work in perfect drawings, specifications and instructions, Failure to order and repair, and the building broom clean and do so shall constitute a waiver of all right to or ready to use. claim for extra work on such account. - J. No deviation from specifications, drawings or SECnDN D1009 - �P�Q}IJD EQUALS instructions shall be made without written authorization by the Owner's Project Manager. A. Throughout these specifications a manufacturer, model number, color, finish, etc. has been used. These products are OWN SECTION 01002 - MATERIAL LABOR. _APPLIANCES to be used unless there is a compelling reason to substitute due to availability, etc.. Substitutions are not encouraged. If substitutions A. Unless otherwise stipulated, the Contractor shall become necessary the specification included here are o s provide and pay for all materials, labr, water, tools, to be used as a guide to quality and design standards equipment, light and power, transportation and other and equal products may be substituted but ONLY after facilities necessary for the execution of the work, substitutions are submitted to the owner and the owner B. Unless otherwise specified, all materials shall be new approves substitutions in writing. Do not order any and both workmanship and materials shall be the beat of materials/products until written approval is given. All these respective kinds, The Contractor shall, if unapproved material a/produate used will be removed required, furnish satisfactory evidence as to the kind and replaced at contractors own expense. and quality of materials. C. Only skilled, thoroughly trained and experienced a foremen and workmen, shall be employed on the work, and when required by the Owner, the Contractor shall discharge and shall not re-employ on the work, any person who commits trespass, or who is in . the opinion of the Owner, disorderly, dangerous, insubordinate, incompetent, or otherwise objectionable, nor shall he employ any person who has been discharged by another Contractor upon the order of the Owners Project Manager. D. Unless otherwise stipulated, no allowance or compensation whatsoever shall be due or paid to the Contractor for any temporary roads, excavations, embankments, or other work or structures that he may . make to facilitate his work, nor for any construction plant, tools or equipment which may be required In the . performance of the work. E. All work and materials delivered on the premises shall . be intended to form part of the work and shall not be I removed without consent of the Owner. The Contractor shall have the right to remove all surplus materials after the completion of all work included in his Contract, F. It shall be the duty of the General Contractor to see H that all Subcontractors are fully informed in regard to the general conditions and preliminary specifications. 1 1 2 1 3 1 4 6 1 6 SECTION Ox015s -DEMOLITION PART 1 GENERAL 1.01 SECTION INCLUDES A. Demolish designated structures; remove foundations, slabs -on -grade and basement floor slabs; disconnect utilities. B. Remove designated building equipment and fixtures; remove designated partitions and components. 1.02 REGULATORY REQUIREMENTS A. Conform to applicable code for demolition of structure, safety of adjacent structures, dust control, service utilities, discovered hazards. PART 2 PRODUCTS No t Used PART 3 EXECUTION 3,01 PREPARATION A. Provide, erect, and maintain temporary barriers and security devices. B. Notify adjacent owners of work which may affect their property, potential noise, utility outage, or disruption. Coordinate with owner. C. Prevent movement or settlement of adjacent structures. Provide bracing and shoring. D. Protect existing landscaping materials structures which are not to be demolished. E. Erect and maintain weatherproof closures for exterior openings. F. Erect and maintain temporary partitions to prevent spread of dust, odors and noise. G. Protect existing items which are not Indicated to be removed. 3.02 DEMOLITION REQUIREMENTS EMENTS A. Conduct demolition to minimize Interference and damage to adjacent structures. B. Conduct operations with minimum Interference and damage to public or private accesses. C. Maintain protected egress and access at all times. Do not close or obstruct roadways sidewalks without permits. D. Cease operations immediately if adjacent structures appear to be in danger. Notify Engineer. 3,03 BUILDING DEMOLITION A. Identify, cap, disconnect, and/or remove designated utilities. B. Demolish structures and components Indicated in an orderly and careful manner. C. Remove foundations to a minimum two feet below finished grade. D. Remove concrete slabs -on -grade. E. Backfill areas excavated, open pits and holes caused as a result of demolition. F. Rough grade and compact areas affected by demolition to maintain site grades and contours. 3,04 CLEAN UP A. Remove demolished materials from site as work progresses. . B, Leave areas of work in clean condition. END OF SECTION SECTION 02,10 - SITE CLEARING (See Civil Engineering documents for additional specifications) PART 1 GENERAL 1.01 SECTION INCLUDES A. Removal of surface debris, paving, curbs, and designated plant life. B. Removal of topsoil and subsoil, rough grading and site contouring. 1.02 REGULATORY REQUIREMENTS A. Conform to applicable code for disposal of debris and burning debris on site. B. Coordinate clearing Work with utility companies, PART 2 PRODUCTS 2.01 MATERIALS A. Herbicide: Type, approved by applicable regulatory agency. PART 3 EXECUTION 3.01 PROTECTION A. Identify and protect utilities from damage. B. Protect trees, plant growth, and features designated to remain, as final landscaping. Identify and tag. C. Verify that survey benchmark and intended elevations for the Work are as indicated. 3.02 CLEARING A. Clear areas required for access to site and execution of Work. B. Remove paving, curbs and surface rock. C. Remove trees and shrubs indicated. D. Apply herbicide to remaining stumps or plant life to inhibit growth. 3.03 ROUGH GRADING A. Identify required lines, levels, contours, and datum. B. Identify known underground, above ground, and aerial utilities. Stake and flag locations. C. Notify utility company to remove and relocate utilities. D. Excavate topsoil and subsoil from areas to be further excavated, relandscaped, or regraded marked areas. E. Stockpile topsoil and subsoil in area designated on site. Remove excess topsoil and subsoil not being reused from site. 3.04 CLEAN UP A. Remove debris, rock and extracted plant life from site. END OF SECTION ,SgCTiON 02200 - RTHWORK (See Civil Engineering documents for additional specifications) PART 1 GENERAL 1.01 SECTION INCLUDES A. Site grading, removal of topsoil and subsoil, building excavating and trenches, backfllling and compacting. PART 2 PRODUCTS 2.01 SOIL MATERIALS A. Topsoil: Reusable excavated or imported friable loom; free of subsoil, roots, grass, excessive amount of woods, large atone, and foreign matter. B. Subsoil: Material, graded free of lumps larger than 6 Inches, rocks larger than 3 inches, and debris. 2.02 FILL MATERIALS A. Type A - Coarse stone or gravel: Crushed, washed natural stone; free of shale, clay, friable material, sand, debris; graded within the following limits: 1. Minimum size: 1/2 inch 2. Maximum size: 2 inches B. Type B - Sand: Natural river or bank sand; free of silt, clay, loom, friable or soluble materials, and organic matter. C. Type C - Subsoil: Free of rock larger than 3 inch size, and debris. 5 I 6 m PART 3 EXECUTION 3.01 EXAMINATION AND PREPARATION A. Identify required lines, levels, contours, and datum. B. Notify Engineer of unexpected subsurface conditions and discontinue affected work' ,.in area until notified to resume work. C. Identify and flag known utility locations, Notify utility company to remove and relocate utilities. D. Maintain and protect existing utilities to remain. E. Verify foundation or basement walls are braced to support surcharge forces 'imposed by backfilling operations. 3.02 PROTECTION OF ADJACENT WORK ce structures which may be damaged b A. Underpin adjacent y g y excavation work, Including, service utilities and pipe chases. B. Grade excavation top perimeter to prevent surface water runoff into excavation or to adjacent properties, 3.03 TOPSOIL EXCAVATION A. Do not excavate wet topsoil, B. Excavate topsoil and stockpile in area designated on site remove excess topsoil not being reused from site, 3,04 SUBSOIL EXCAVATION A. Dd not remove wet subsoil. B. Excavate subsoil from marked areas required for building foundations, piling, construction operations, and other Work. C. Slope banks to angle of repose or less, until shored. D. Excavation shall not intorfere with 45 degree bearing splay of any foundation. E. Correct unauthorized excavation at no extra cost to Owner. F. Fill ` over excavated areas under structure bearing surfaces in accordance with direction by Engineer, G. Stockpile subsoil in area designated on site. Remove excess subsoil not being reused from site. 3.05 TRENCHES A. Excavate for storm sewer; sanitary sewer, and water gas piping to municipal utilities. B. Cut trenches sufficiently wide to enable Installation of utilities and to allow inspection. C. Hand trim excavation and leave free of loose matter. Hand trim for bell and spigot pipe joints, . D. Support pipe and conduit 'during placement and compaction of bedding fill. E. Backfill trenches to required contours and elevations. F. Place and compact fill materials as for backfilling. 3.06 BACKFIWNG . A. Bdckfill areas to contoursand elevations. Use unfrozen and unsaturated materials, B. Backfill systematically, as early as possible, to allow maximum time for natural settlement, Do not backflll over porous, wet, frozen, or spongy subgrade surfaces. C. Place geotextile fabric over unstable subsoil. D. Place and compact fill materials in continuous layers not exceeding 8 inches loose depth, E. Place: and compact soil material in continuous layers not exceeding 8 inches loose depth. F. Employ a placement method so as not to disturb or damage foundations or utilities in' trenches. G. Maintain optimum moisture content of backflll materials. to attain required compaction density. H. Backfill against supported foundation walls. Backfill simultaneously on each side of unsupported foundation wails until supports are in place. I. Slope grade away from building minimum 2 inches In 10 feet, unless noted otherwise. 3.07 PLACING TOPSOIL ' A. Place topsoil in areas where seeding, sodding, or planting is scheduled. ' B. Fine grade topsoil eliminating rough or low areas. Maintain levels, profiles, and contours of subgrade. C. Remove large stone, roots, grass, weeds, debris, and f(3. eign material while spreading. D. Lightly compact roll placed topsoil. E. Leave stockpile area and site clean and raked, ready to receive landscaping. 3.08 TESTS A. Tests and analysis of fill material will be performed in accordance with ANSI/ASTM D698 D1557. . 3.09 TOLERANCES ' A. Top Surface of Exposed Subgrade: Plus or minus t inch. B. Top of Topsoil. Plus or minus 1/2 inch. SC HEDULE CHEDULE A. Interior Slab -On -Grade: Type C fill, compacted to 95 percent; with cover of Type B fill, 4 inches thick, compacted to 95 percent. B. Exterior Side of Foundation Walls and Retaining Walls: Type A fill, to subgrade elevation, each lift compacted to 90 percent. C. Fill Under Landscaped Areas: Type C fill, to 6 inches below finish grade, compacted to 90 percent, D. Fill Under Concrete Walks:. Type C fill, to 4 inches below finish paving elevation, compacted to 95 percent. END OF SECTION 3 SECTION 02250 -_ TERMITE CONTROL 1 GENERAL 1.1 Termite control shall be by a company specializing in soil treatment for termites with a minimum five (5) years bocumented experience, Submit' company information on subcontractor's list. 1.2 Termite Control Company shall provide certification that all toxicants . and procedures conform to Federal, State and Local requirements for chemicals, application and permits for chemical use. 2. Soil surfaces shall be unfrozen and sufficiently dry prior to receiving treatment. 3. Apply toxicant prior to placement of gravel fill and vapor barters under slab -on -grade, prior to pouring buiiding(s) concrete foundations and finish grading outside building walls. 4. Treat entire area within bullding(s) and -outside buildings) perimeter In a strip at least three (3) feet wide. 5. Apply extra treatment to locations where structure is penetrated by pipes, conduit and other soil penetrations. 6 WARRANTY 6.1 Owner shall be provided with a treatment certificate and a one (1) year warranty for chemicals and application. Warranty shall be e o Owner at end of one 1 year. renewable t O y 6.2 Warranty shall provide against invasion or propagation of subterranean and/or airbom termites; damage to building or building contents caused by termites; and repairs to building or building contents as required. 6.3 Provide two (2) copies of certificate and warranty to the Owner prior to turnover date. Information will be required to be on file prior to final application for payment. END OF SECTION 7 1 8 010 �r51 1171111- N I ,- ; , PART 1 GENERAL 1.01 SECTION INCLUDES A. Formwork, reinforcement, accessories, cast -in -place concrete, finishing and curing. 1.02 QUALITY ASSURANCE A. Construct and erect concrete formwork in accordance with ACI 347, unless specified otherwise in this Section. B. Perform concrete reinforcing work in accordance with ACI 301 318, unless specified otherwise in this, Section. C. Perform cost -in -place concrete work in accordance with ACI 318 and 304, unless specified otherwise in this Section. 1.03 ENVIRONMENTAL REQUIREMENTS A. Cold Weather Requirements: . IMIAC - Recommended Practices and Guide Specifications for Cold Weather Masonry Construction. B. Hot Weather Requirements: IMIAC - Recommended Practices and Guide Specifications for Hot Weather Masonry Construction. PART 2 PRODUCTS 2.01 FORM MATERIALS A. Plywood: Sound, undamaged sheets with clean true edges, B. Lumber: Construction grade. - C. Prefabricated Steel Type: Matched, tight fitting, stiffened to support weight of concrete. D, Pan Type: Steel; of size and profile required. E. Tubular Column Type: Round, spirally wound laminated materials, inside surface treated with release agent, of size required. F. Form Ties: Removable snap -off metal type of adjustable length. G. Form Release Agent: Colorless mineral oil which will not stain concrete or Impair natural bonding characteristics of coating intended for use on concrete. H. Slab Edge Joint Filler: ASTM D1751, premolded asphaltic board, 1/2 inch thick. I. Vapor Barrier., 6 mil thick clear polyethylene film, type recommended for below grade application. 2.02 REINFORCEMENT MATERIALS A. Reinforcing Steel: ASTM A615, 60 ksi yield grade, billet steel bars, finish. B, Fibrous Reinforcement: Alkaline -resistant co -polymer fibers, 3/4 inch long, free of contaminates, manufactured for use in Portland Cement Concrete as secondary reinforcement of concrete slabs. [Mix: one (1) pound per one (1) cubic yard of concrete.] C, Fabricate concrete reinforcing in accordance with CRSI. 2.03 CONCRETE MATERIALS A. Cement, ASTM C150, Normal -Type I Portland type. B. Fine and Coarse Aggregates. C. Water: Clean and potable. D. Air Entrainment Admixture: ASTM C260. F. Non -Shrink Grout: Premixed compound consisting of non- metallic aggregate, cement, water reducing and plasticizing agents. 2.04 COMPOUNDS AND SEALERS A. Curing Compound: ASTM C3091 1 Type, chlorinated liquid rubber type; clear. B. Absorptive Mats: ASTM C171, burlap -polyethylene. C. Sealer. As selected, 2.05 CONCRETE MIX A. Mix and deliver concrete in accordance with ASTM C94, Alternative 2. B. Provide concrete of the following strength: 1. Compressive Strength: 3000 psi in 28 days in footings and walls; 3500 psi in slabs (five bag mix minimum). 2. Slump: 1 to 4 Inches. C, Select admixture proportions for normal weight concrete in accordance with the current edition of ACI 301 D. Add air entraining agent to concrete mix for concrete work exposed to weather. PART 3 EXECUTION 3.01 FORMWORK ERECTION A. Erect formwork, shoring and bracing to achieve design requirements. B. Camber slabs and framing .to achieve ACI 301 tolerances, C. Provide bracing to ensure stability of formwork. D. Apply form release agent to ,formwork in accordance with manufacturer's instructions, prior to placing for accessories and reinforcement. E. Do not apply form release agent where concrete surfaces will receive special finishes which are effected by agent. F. Clean forms as erection proceeds to remove foreign matter. 3.02 INSERTS, EMBEDDED COMPONENTS AND OPENINGS A. Provide formed openings where required for work to be embedded in and passing through concrete members. B. Coordinate work of. other Sections in forming and setting openings, slots, recesses, chases, sleeves, bolts, anchors, and other inserts. C. Install concrete accessories straight, level and plumb. ri a rig , D. Place formed construction joint device in floor slab pattern pouring sequence. E. Place joint filler at perimeter of floor slab, 3.03 REINFORCEMENT PLACEMENT A. Place reinforcement, supported and secured against displacement. B. Insure reinforcing is clean, free of loose scale, dirt, or other foreign coatings. 3.04 PLACING CONCRETE A. Prepare previously placed concrete by cleaning with steel brush and applying bonding agent. Apply bonding agent In accordance with manufacturer's instructions. B. Separate edges of slabs -on -grade from vertical surfaces with 1/2 inch thick joint filler, extended from bottom of slab to within 1/4 Inch of finished slab surface. C. Place concrete continuously between predetermined expansion, control and construction Joints. Do not break or interrupt successive pours such that cold joints occur, D. Where new concrete is doweled to existing work, drill holes in existing concrete, insert steel dowels and pack with non -shrink epoxy grout. E. Screed slabs -on -grade, level, maintaining surface flatness of maximum 1/8 inch in 10 feet. 3.05 FORM REMOVAL A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and imposed loads. B. Remove formwork progressively and in accordance with code requirements, 3.06 FLOOR FINISHING A. Finish concrete floor surfaces in accordance with ACI 301. B. Uniformly n mly spread, screed, and float concrete. C. Wood float surfaces which will receive quarry the with full mortar bed setting system. D. Steel trowel surfaces which will receive thin set quarry the or will be left exposed, E. Maintain surface flatness, with maximum variation of 1/8 Inch in 10 feet. F. In areas with floor drains, maintain floor level at walls and pitch surfaces uniformly to drains, G. Sawcut control joints into floor slab as shown on drawings. H. Concrete slab stain: Uthochrome Chemstain by L.M. Scofield Company. See finish schedule -sheet A3 for colors 3.07 CURING A. Apply sealer on floor surfaces in accordance with manufacturer's instructions. B. Immediately after placement, protect concrete from premature drying. C. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete. 3.08 CONCRETE FINISHING A. Provide concrete surfaces to be left exposed with sack rubbed finish. 3.09 FIELD QUALITY CONTROL A. Three concrete test cylinders will be taken for every 100 or less cubic yards of concrete placed. B. One additional teat cylinder will be taken during cold weather concreting, and be cured on Job site under some conditions as concrete it represents. C. One slump test will be taken for each set of test cylinders taken. 3.10 DEFECTIVE CONCRETE11 A. Modify or replace concrete not conforming to specifications or to required lines, details and elevations, as directed by the Project Manager. END OF SECTION I SECTION 04100 - MORTAR AND MAWNRY GROUT PART 1 GENERAL 1.01 SECTION INCLUDES A. Mortar and grout for masonry. 1.02 ENVIRONMENTAL REQUIREMENTS A. Cold Weather Requirements: IMIAC - Recommended Practices and Guide Specifications for Cold Weather Masonry Construction. B. Hot Weather Requirements: IMIAC - Recommended Practices and Guide Specifications for Hot Weather Masonry Construction. PART 2 PRODUCTS 2.01 MATERIALS A. Portland Cement: .ASTM C150, Type I. B. Mortar Aggregate: ASTM C144, standard masonry type. C. Hydrated Lime: ASTM C207, Type S. D. Mortar Color: Natural or Colored E. Grout Aggregate: ASTM C404. F. Water: Clean and potable. 2.02 MORTAR MIXES A. Mortar for faux stone Walls and Partitions: ASTM C270, Type S using the Property Method. B. Mortar for Non -Load Bearing Walls and Partitions: ASTM C270, Type S using the Property Method. C. Mortar for Reinforced Masonry. ASTM C270, Type S using the Property Method. D. Mortar for Masonry Foundation Walls: ASTM C270, Type S using the Property Method. E. Use natural Mortor Color, 2.03 MORTAR MIXING A. Thoroughly mix mortar ingredients in quantities needed for immediate use in accordance with ASTM C270, C780. B. Add mortar color and admixtures in accordance with manufacturer's instructions. C. Do not use anti -freeze compounds to lower the freezing point of mortar. 2.04 GROUT MIXES A. Bond Beams, Lintels and Engineered Masonry: 3,000 psi strength above grade 4,000 psi strength at 28 days for masonry walls below grade; 8-10 Inches slump; mixed in accordance with ASTM C476. 2.05 GROUT MIXING A. Thoroughly mix mortar Ingredients in quantities needed for immediate use in accordance with ASTM C476, B. Do not use anti -freeze compounds to lower the freezing point of grout. PART 3 EXECUTION 3.01 INSTALLATION A. Install mortar in accordance with ASTM C780. Install grout in accordance with ASTM C270. B. Work grout into masonry cores and cavities to eliminate voids. Do not displace reinforcement. END OF SECTION SECf1ON 04 O --UNIT MASONRY SYSTEM PART 1 GENERAL 1.01 SECTION INCLUDES A. Concrete masonry units, reinforcement, anchorage, and accessories. 1.02 SUBMITiALS A. Product Data; Provide masonry units and fabricated wire reinforcement. B. Samples: Submit four mock-ups of decorative block face units to Illustrate color, texture and extremes of color range. 1.03 QUALITY ASSURANCE A. Perform Work in accordance with ACI 530 and ACI 530.1. 1.04 ENVIRONMENTAL REQUIREMENTS A. Cold Weather Requirements: IMIAC - Recommended Practices and Guide Specifications for Cold Weather Masonry Construction, B. Hot Weather Requirements: IMIAC - Recommended Practices and Guide Specifications for Hot Weather Masonry Consiruction. PART 2 PRODUCTS 2.01 CONCRETE MASONRY UNITS A. Hollow Load Bearing Block Units: ASTM C90, Type I - Moisture controlled; light weight. B. Solid Load Bearing Block Units: ASTM C90, Type I - Moisture controlled; light weight. C. Size and Shape: Nominal modular size. Provide special units for 90 degree corners, bond beams, door Jambs, etc. 2.02 REINFORCEMENT AND ANCHORAGE A. Single Wythe Joint Reinforcement: Truss or ladder type; cold drawn steel wire conforming to ASTM A82. B. Reinforcing Steel: ASTM A615, 60 ksl yield grade, billet bars. C. Wall Ties: Corrugated formed shoat metal. D. Anchor Bolts: 5/8"O w/4" Std. hook - Length as indicated on Drawings E. Shear Wall Anchors - See Structural Drawings 2.03 MORTAR AND GROUT A. Mortar and Grout: As specified in Section 04100, 2.04 FLASHINGS A. Plastic Flashings: Sheet polyvinyl chloride; 20 mil thick. 2.05 ACCESSORIES A. Weeps: Half -High head joint or preformed plastic tubes. PART 3 EXECUTION 3.01 EXAMINATION AND PREPARATION A. Verify that field conditions are acceptable and are ready to receive Work. B. Coordinate placement of anchors supplied to other Sections. 3.02 COURSING A. Maintain masonry coursesdimension. Form to uniform m vertical and horizontal joints of uniform thickness. 3.03 WEEPS A. Install woeps In veneer at 24 inches o.c, horizontally. Locate above through -wall flashing, above shelf angles and lirTtels, �Td at botto of walls. B. Do not perm �i mortar to%rop or accumulate into cavity air space or to plug weep holes. 3.04 MASONRY VENEER A. Install horizontal joint reinforcement 16 inches o,c. vertically. B. Stud Framed Back -Up: Secure wall ties and embed Into masonry veneer at a maximum of 16 inches o.c. vertically and 16 Inches o.c, horizontally. C. Do not permit mortar to drop or accumulate into cavity air space or to plug weep holes. 3.05 MASONRY FLASHINGS A. Extend flashings horizontally at foundation walls, above ledge or shelf angles and lintels, under parapet caps, and at bottom of walls. B. Turn flashing up minimum 8 Inches and bed into mortar joint of masonry, seal to concrete; seal to sheathing over wood. C. Lap end joints and seal watertight. D. Turn flashing, fold, and seal at corners, bends, and interruptions, 12 U A 0 F t H LMHT Project No, 05100 THIS URAMNG IS THE, PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION � 4M W � � to 0)rn 0=31. • - 0) v U' a .H X fl. ® .o '~ , � W, Z Q "� C Z W: y 3 W M `. l -. : ea `>L n !Z m fl V C) e 1i1 F- C _� C> 1 (1)~ M t~ o 0 u0 o c a No 0 �1 i� ar `'► N11ts CV IT o 6 2 :1 cc Q U_ 1C co Cl) 4 ® r. fa Cd t, 111 U. L_ 0 r ,�_{ (V a) C U ® L. N .0 C M � °M L 0 V 6 0 .- toO /1) L.L. 0 x 4 .ip.r o 0 q) ca i I ~" O v CD C" ® .er+ - 000 0 O r Z -ahh LO V)) P upACffICatlOf1$ Dwg. 3 P spi Z: \2005\05100\SP1.dwg Apr 20, 2005-5: 38pm ,17--- _�_ _...._._....._,-.__r.. _ .____.- _ __ _..._ -� _. r - ---- - - --- -- -- -- - _ ,.. -,.. .. SECTION 3.06 04.300 - UNiT MASONRY SYS"iEM (continued) LINTELS/HEADERS ;SECTION 05500 - MISC. METAL FABRICATIONS A. Install loose steel lintels over openings at masonry veneer. PART 1 GENERAL B. Maintain minimum 4 Inch bearing on each side of opening. C. Provide cmu header per drawings where shown on plans. 1.01 SECTION INCLUDES A. Shop fabricated ferrous metal Items, and prime. painted. B. Steel ladder frame. A 3.07 BUILT-IN WORK A. As work progresses, install built-in metal door and PART 2 PRODUCTS glazed frames, anchor bolts, bearing plates and other builti the work furnished b other items to be n h w y 2.01 MATERIALS sections. A. Steel Sections: ASTM A36. B. Bed anchors of metal door frames in adjacent mortar B. Steel Plate: ASTM A283. joints. FIII frame voids solid with with grout. C. Steel Tubing: ASTM A500, Grade B. D. Pipe: ASTM A53, Grade B Schedule 40. 3.08 A. TOLERANCES Maximum Variation from Plumb: 1 4 inch per story non- / P y E. Sheet Steel: ASTM A446, Grade B Structural Quality with galvanized coating. B. cumulative. Maximum Variation from Level Coursing: 1/8 inch in 3 F. G. Bolts, Nuts, and Washers: ASTM A325. Handrail Fittings: Elbows, T-shapes, wall brackets, O feet; 2 Inch in 30 feet. feat and 1/4 inch 1n 1 f e , 1/ n f escutcheons; machined steel. 3.09 CLEANING H. Welding Materials: AWS D1.1. A. Remove excess mortar and mortar smears as work I. Shop and Touch -Up Primer. SSPC 15, Type 1, red oxide. progresses. B. Clean soiled surfaces with cleaning solution. 2.02 FABRICATION - GENERAL A. Fit and shop assemble items in largest practical sections for delivery to site. ���A/�1��1.' 5 - M�•p� B. Continuously seal joined members by full, continuous y��1vN MLS welds. C. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, ,SECTION 02120 - STRUCTURAL MEL and hairline. Ease exposed edges to small uniform B radius. PART 1 GENERAL D. Supply components required for anchorage of fabrications. Fabricate anchors and related components 1.01 SECTION INCLUDES of same material and finish as fabrication. A. Structural steel framing members, baseplates, plates, E. Accurately form components required for anchorage of anchor bolts, grouting under baseplates. stairs and landings and railings to each other and to building structure. 1.02 SUBMITTALS 2.03 FINISHES A. Shop Drawings: Indicate sizes, spacing, and locations A. Clean surfaces of rust, scale, grease, and foreign of structural members, openings, connections, cambers, matter prior to finishing. loads, and welded connections. B. Shop prime Items with two coats. Do not prime surfaces 1.03 QUALITY ASSURANCE in direct contact with concrete or where field welding is required. A. Fabricate structural steel members in accordance with AISC -•- Specification for the Design, Fabrication and PART 3 EXECUTION Erection of Structural Steel for Buildings. B. Steel members shall be designed by a licensed 3.01 INSTALLA11ON Professional Structural Engineer experienced in the A. . Install items plumb and level, accurately fitted, free design of this type of work. from distortion or defects. PART 2 PRODUCTS B. Allow for erection loads and provide temporary bracing to maintain true alignment until completion of erection 2.01 MATERIALS Installation of permanent attachments. C A. Structural Steel Members: ASTM A36. Cand . Field weld components as indicated. Perform field welding In accordance with wt Dsit B. Structural Tubing: ASTM A500, Grade B, ASTM A501. D. Obtain Engineer approval prior cutting. C. D. Pipe: ASTM A53, Grade B. Bolts, Nuts and Washers: ASTM A325, galvanized to ASTM E. After erection, prime welds, abrasions, and surfaces not shop primed, except surfaces to be in contact with A153 for galvanized members. concrete. E. B A307, Anchor Bolts: ASTM F. Welding Materials: AWS D1.1; type required for END OF SEC11ON materials being welded. G. Grout: Non -shrink type, pre -mixed compound consisting -metallic aggregate, cement water reducing and of nones9 developing CXVMN 6 _ WOOD plasticizing additives, capable of a minimum compressive strength of 7,000 psi at 28 days. H. Shop and Touch -Up Primer. SSPC 15, Type 1, red oxide. 2.02 FABRICATION SSE cTjON 06100 - ROUGH CARPENTRY A. Continuously seal joined members by continuous welds. PART 1 GENERAL Grind exposed welds smooth. 1.01 SECTION INCLUDES 2.03 A. FINISH component surfaces in accordance with Prepare structural com P A. Wood, nails, bolts, screws, framing anchors, galvanized metal connectors, and other rough hardware, and other SSPC SP 2. items required for rough carpentry as shown on the B. Shop prime structural steel members. Do not prime drawings, specified herein, and needed for a complete surfaces that will be fireproofed, field welded, in and proper installation. ® contact with concrete, or high strength bolted. 1.02 QUALITY ASSURANCE PART 3 EXECUTION A. Perform Work In accordance with the following agencies: 3.01 EXAMINATION AND PREPARATION 1. Lumber Grading Agency. Certified by ALSO. _ A. Verify that field conditions are acceptable and are 2. Plywood Grading Agency. Certified by APA. ready to receive work. PART 2 PRODUCTS 3.02 ERECTION 2.01 LUMBER MATERIALS A. Allow for erection loads. Provide temporary bracing to A. Lumber Grading Rules: SPIB, WCUB, WWPA. maintain framing in alignment until completion of Framing lumber shall be SYP #2 or Douglas Fir #1 erection and installation of permanent bridging and B. Sill Plate: Pressure treated. bracing. B. Field weld components indicated on drawings. 2.02 SHEATHING MATERIALS C. Do not field cut or alter structural members without A. Roof Sheathing: APA Rated Sheathing, Span Rating; approval of Engineer. Exposure Durability size per plans. D. After erection, prime welds, abrasions, and surfaces not B. Wall Sheathing: 1/2 osb exterior grade, APA rated shop primed, except surfaces to be In contact with at sheer walls. concrete. E. Grout under baseplates with 4,000 lb. non -shrink grout 2.03 ACCESSORIES A. Fasteners: Galvanized steel for exterior, high humidity, and treated wood locations, plain finish END OF SECTION elsewhere. SECTION 0540_0 - COLD FORMED FRAMING B. Sill Gasket on Top of Foundation Wall: Plate width, E _METAL closed cell foam glass fiber strip. PART 1 GENERAL C. Sill Flashing. Polyethylene sheet or galvanized steel. 1.01 SECTION INCLUDES D. Building wrap: Tyvek E. Termite Shield: Plastic. A. This work includes load and non -load bearing formed steel stud exterior wall and interior wall framing. 2.04 WOOD TREATMENT A. Wood Preservative Pressure Treatment: Using water borne 1,02. SYSTEM DESCRIPTION preservative with 0.25 percent retainage. A. Components shall withstand design loads as shown on the PART 3 EXECUTION drawings. Stud sizes, gauges, and spacing shown are the minimum standards. 3.01 FRAMING B. Maximum allowable deflection 1/360 span. A. Erect wood framing members in accordance with applicable Place level tight C. The wall system shall provide for movement of components code. members and plumb with joints.place horizontal members crown side up. without damage, (allure of Join# seals, undue stress on fasteners, or other detrimental effects when 3.02 SHEATHING subject to seasonal or cyclic day/night temperature A. Secure wall sheathing with ends staggered, over firm ranges, bearing. D. The s tern shall accommodate construction tolerances, B. Use sheathing clips between sheets between roof framing members. tion of building structural members, and clearances deflection of intended openings. C. See drawings for shear wall sheathing attachments and and roof deck diophrom attachments. F 1.03 QUALITY ASSURANCE, A. ASTM A90 - Test Method for Weight of Coating on Zinc- END OF SECTION coated (galvanized) Iron or Steel Articles. B. ASTM A446 - Steel Sheet, Zinc -coated (galvanized by Hot Dip Process, Physical (Structural) Quality. C. ASTM A570 - Hot Rolled Carbon Steel Sheet and Strip.. Structural Quality. D. ASTM A611 - Steel, cold rolled sheet, carbon, Structural. E. AWCI (Association of Wall and Ceiling industries) - Specifications Guide for Cold Formed Steel Structural Members, F. AWS D1.1 - Structural Welding Code. G. FS TT-P-645 - Primer, Paint, Zinc Chromate, Alkyd type. PART 2 PRODUCTS 2.01 FRAMING MATERIALS A. Bracing, furring, braiding: Formed sheet steel, thickness determined for conditions encountered, (� manufacturers standard shapes, same finish as framing members. B. Plate, Gussets, Clips: Formed sheet steel, thickness determined for conditions encountered, manufacturer's standard shapes, same finish as framing members, C. Self drilling, self -tapping screws, bolts, nuts and Washers: ASTM A90, hot dip galvanized. D. Anchorage Devices: Power driven, powder actuated, drilled expansion bolts, minimum size and spacing as shown on drawings. E. Welding: Shall be in conformance with AWS D1.1. 2.02 Finishes A. Galvanizing: G90 coating class. B. Primer. FS TT-P-645, touch up for galvanized surfaces. 2.03 Inspection A. Verify that substrate surfaces are ready to receive work. B. Beginning of installation means acceptance of substrate. H END OF SECTION 5 1 6 SECTION 05175 - PREFABRICATED WOOD TRUSSES PART 1 - GENERAL 1.01 SECTION INCLUDES A. Prefabricated Wood Trusses B. Fasteners, connectors and products required for proper installation required by manufacturer. 1.02 QUALITY ASSURANCE A. Engineer, fabricate, and erect metal -plate -connected wood trusses to withstand design loads without exceeding deflection limits of ANSI/TPI 1, National Design Standard for Metal -Plate -Connected Wood Truss Construction." Include roof top equipment and wind loads perpendicular to truss parapet ends. B. In addition to Product Data, submit Shop Drawings and structural analysis data, signed and sealed by a qualified professional engineer engaged by the fabricator who is registered in the state where Project is located. C. Engage a fabricator who participates in a recognized quality- assurance progr am thatin volves Inspection by an Independent inspecting and testing agency acceptable to to authorities having jurisdiction. D. Comply with ANSI/TPI 1; TPI HIB, "Commentary and Recommendations for Handling Installing & Bracing Metal Plate Connected Wood Trusses"; and AFPA's "National Design Specification for Wood Construction" and Its "Supplement." 1.03 STORAGE AND HANDLING A. Handle and store trusses per manufacturer's written instructions and TPI recommendations. Discard and replace trusses that are damaged or defective. PART 2 PRODUCTS 2.01 MATERIALS A. Dimension Lumber. Comply with DOC 20, "American Softwood Lumber Standard," any species, graded visually or mechanically. B. Connector Plates: Structural -quality steel sheet, zinc coated, complying with ASTM A653, Grade33, G60 coating designation. Plates shall be at least 0.0359-inch (20 gauge) thick. C. Fasteners: Hot -dip galvanized per ASIM53 or stainless steel, Type 304 or 316, where exposed to weather or to high relative humidity. D. Metal Framing Anchors: Manufactured from hot -dip, zinc -coated steel sheet complying with ASTM A653, G60 coating designation; structural, commercial, or lock -forming quality, as standard with manufacturer for type of anchor indicated. 2.02 FABRICATION A. Fabricate wood trusses within manufacturing tolerances of ANSI/TPI 1 and connect truss members by metal connector plates. PART 3 EXECUTION 3.01 INSTALLATION A. Install and brace trusses according to recommendations of TPI. Space trusses as indicated; install plumb, square, and true to line; and securely fasten to supporting construction. B. Anchor trusses securely at all bearing points using metal metal framing anchors and fasten securely. C. Securely connect each truss ply required for forming built-up girder trusses. Anchor trusses to girder trusses, where applicable. D. Install and fasten permanent bracing during truss erection. Anchor ends of permanent bracing where terminating at walls or beams. E. Install wood trusses within installation tolerances of ANSI/TPI 1 F. Do not alter, cut, or remove truss members. END OF SECTION SECTION 05200 - FINISH CARPENTRY PART 1 GENERAL 1.01 SECTION INCLUDES A. Finish carpentry items, other than shop prefabricated casework; hardware and attachment accessories. 1.02 QUALITY ASSURANCE A. Perform work in accordance with AWI custom quality. 1.03 REGULATORY REQUIREMENTS A. Conform to applicable code for fire retardant requirements. PART 2 PRODUCTS 2.01 LUMBER MATERIALS A. Softwood Lumber. Grade 1 Custom - Grade In accordance with AWI. B. Hardwood Lumber: Grade 1 Custom - Graded in accordance with AN. 2.02 SHEET MATERIALS A. Softwood Plywood: Graded In accordance with AWI. B. Hardwood Plywood: Graded in accordance with AWI. C. Wood Particleboard: ANSI Type ; AWI standard, composed of wood chips made with waterproof resin binders, sanded faces. 2.03 FINISH MATERIALS A. Plastic Laminates: NEMA LD 3; 0.040 inch General Purpose quality, color and finish as shown on drawings. 2.04 ACCESSORIES A. Fasteners: Size and shape to suit application; galvanized steel for exterior, high humidity and treated wood locations, plain finish elsewhere. B. Contact Adhesives: Solvent Release type. PART 3 EXECUTION 3.01 EXAMINATION AND PREPARATION A. Prime point surfaces of Items or assemblies in contact with cementitious materials, before Installation. 3.02 INSTALLATION A. Install work in accordance with AWI Custom Quality Standard. B. Set and secure materials and components In place, plumb and level. C. Install trim with nails. D. Install preflnished paneling with nails wall adhesive by the bead method. E. Apply plastic laminate finishes with adhesive over entire surface as per laminate manufacturer's specifications. F. Install hardware in accordance with manufacturer's Instructions. 3.03 PREPARATION FOR FINISH A. Sand work smooth and set exposed fasteners. Apply wood filler in exposed fastener indentations. B. Site Finishing: Refer to Section 09900. END OF SECTION rrrr PART 1 GENERAL 1.01 SECTION INCLUDES A. Board thermal insulation at perimeter foundation wall. B. Batt thermal insulation in exterior wall and roof construction. 1.02 ENVIRONMENTAL REQUIREMENTS A. Install insulation adhesives in accordance with manufacturer's instructions. I PART 2 PRODUCTS 2.01 INSULATION MATERIALS A. Batt Insulation: ASTM C665, preformed glass fiber butt, conforming to the following: 1. Thermal Resistance: Thickness & "R" value As indicated on drawings. 2. Facing: Faced on one side with Kraft paper. (Attic areas not covered with gyp. board shall use unface or foil faced bats). B. Rigid Roof Insulation: Closed cell polyisos nurate core integrally laminated to fiber reinforced felt facers �nonasphoultic). Must be approved by Roof Membrane Manufacturer for use with their membrane application. 1. Minimum thickness = 3" "R" = 18.5 2. Use tapered Insul at .crickets where required. 2.02 ADHESIVES A. Adhesive: Type recommended by insulation manufacturer for application. PART 3 EXECUTION 3.01 EXAMINATION AND PREPARATION A. Verify that substrate, adjacent materials, and insulation boards are dry and ready to receive insulation and/or adheslve. 3.02 INSTALLATION - BATT INSULATION A. Install insulation in accordance with insulation manufacturer's instructions. B. Install in exterior walls without gaps or voids. C. Fit insulation tight in spaces. Leave no gaps or voids. D. Install with factory applied kraft paper facing warm side of building spaces. Attach flanges of facing to framing members. 3.03 INSTALLATION - RIGID ROOF INSULATION A. Install insulation In accordance with manufacturer's instructions. B. Attach to roof deck as' required by Roof Membrane Manufacturer. END OF SECTION i SECTION 07510_- MEMIRME RMF MMM PART 1 GENERAL 1.01 SECTION INCLUDES e A. Single ply membrane roof m r , f system. B. All accessories required by the roof manufacturer for a watertight roofing system. 1.02 QUALITY ASSURANCE A. Perform Work in accordance with manufacturer's instructions. B. UL: Class A Fire Hazard Classification. C. FM: Roof Assembly Classification, wind uplift requirement of 1-90, in accordance with. FM Construction Bulletin 1-28. D. WARRANTY- A. Provide` 15 year manufacturer's material warrant Installer shall be on approved installer by the manufacturer. 1.03 ENVIRONMENTAL REQUIREMENTS A. Do not apply roofing membrane during inclement weather or to damp or frozen fleck surface. PART 2 PRODUCTS 2.01 MATERIALS A. DURO-LAST single ply roofing system by Duro-last Roofing Inc. I Saganow, Michigan (800) 248-0280 PART 3 EXECUTION 3.01 EXAMINATION AND PREPARATION A. Verify that surfaces and site conditions are ready to receive work and deck•Is supported and secured, clean and smooth, flat, dry and free of snow or fee. B. Wood Deck: Verify flatness and tight joints of docking. FIII knot holes with a filler computable with the system. C. Verify roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set, and wood cant strips wood nailing strips are in place. 3.02 ROOF INSULATION 1 A. Install roof insulation (see sect.07210) as per insulation manufacturer's instructions. Installation must also meet the requirements of the Roof Membrane Manufacturer. installation of roof membrane constitutes acceptance, by the Roof Membrane Manufacturer, of the substrate and roof insulation and It's application. 3.03 MEMBRANE APPLICATION A. install membrane as per written instructions and using typical details from the Roof Membrane Manufacturer. b. A representative of the roof membrane manufacturer shall meet on the job site with the general contractor and the roof sub -contractor prior to installation to review conditions, details, Installation proceedures and discuss any concerns. 3.04 FLASHINGS AND ACCESSORIES A. Flash items penetrating membrane as per manufacturer's standard details with manufacturer supplied compatible products. END OF SECTION N SECTION 07610 - METAL ROOFING PART 1 - GENERAL i.01 SECTION INCLUDES A. Galvanized 5V-Crimp roofing B. Provide galvanized hip, gable, and valley fleshings, ridge and peak caps, save and shelf drips, and counterflashings. C. Provide clips, fasteners, closures, and sealant as necessary to meet design criteria and ensure weathertight installation. 1.02 SYSTEM DESCRIPTION A. Provide UL 90 rated roofing system that has been tested In accordance with UL 580 test procedure. B. Roofing system shall include all elements per manufacturer requirements for a watertight system, tested in accordance with UL 580 test procedure. C. Provide plywood or structural roof panel substrate as shown and adhere to manufacturers requirements. 1.03 QUALITY ASSURANCE A. Perform work In accordance with manufacturers requirements for a watertight system and comply with local and state regulations for wind uplift of roof. 1.04 DELIVERY, STORAGE AND HANDLING A. Protect products and accessories from damage and discoloration during transit and at project site. Store sheets and components In dry storage area to prevent condensation. B. Do not overload roof structure with stored materials. Do not permit material storage or traffic on completed roof surfaces. PART 2 - PRODUCTS 2.01 MANUFACTURER A. Acceptable Product: 5V-Crimp panels as manufactured by Metal Sales Manufacturing. B, Acceptable alternate manufacturer after approval of written submittal proving equality of product. 2.02 MATERIALS A. Panels 1. Prefinished Gaivalume sheet ASTM AZ50 made up of 55% aluminum 1.69 silicon and the balance zinc as described in ASTM specification A792. 2. 26 gauge. 3. Panel size: 24" wide panel coverage. B. Clip/Fastener Assemblies and Accessories-, 1. Provide assemblies and accessories per manufacturer's requirements for UL90 uplift. 2.03 FABRICATION A. Panels: 1. Provide factory formed panel with 1/2" high ribs. 2. Provide panels in full length from ridge to eave. B. Seams: 1., Cap configuration shall be slight triangular configuration for both. 10 11 I 12 LMHT Project No. 05100 THIS DRAYANO IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED WITHOUT HIS WRITTEN PERMISSION PART 3 - EXECUTION 3.01 EXAMINATION A. Substrate: 1. Examine substrate to ensure it is properly secured and prepared to receive metal roofing. 2. Ensure substrate is installed flat, free from objectionable warp, wave, and buckle. 3. Refer to Specification Section 07210 for roof insulation. 4. Do not proceed with .installation until unsatisfactory conditions have been corrected. B. Felt Underlayment (solid substrate): 1, Provide one layer of 30# felt with horizontal overlaps and and laps staggered between layers. 2. Lay parallel to ridgeline with 2 1/2" horizontal laps and 6" vertical laps. 3.03 INSTALLATION A. Comply with manufacturer's Instructions for assembly, installation and erection in order to achieve weathertight installation. Install in accordance with approved shop drawings. B. Standing Seam System: 1. Install panels In accordance with manufacturer's instructioons and recommendations. 2' manulaclurer syrecogmenea ansllpor°c�esig°nswinaryoaa°ccttarpa.accordance with 3. Fully seat adjacent panel to achieve continuous engagement of standing seam joint. 4. Field apply sealant to penetrations, transitions, and other locations necessary for airtight, waterproof installation. END OF SECTION SECTION 07620 - METAL COPING & FLASHING PART 1 GENERAL 1.01 SECTION INCLUDES A. Coping, parapet cap, roof, and sill fleshings. B. Counterflashings over base fleshings, roof mounted equipment, vent stacks. 1.02 QUALITY ASSURANCE A. Perform Work in accordance with the following: - 1. NRCA (National Roofing Contractors r Association) Roofing Manual. 1.03 STORAGE AND HANDLING A. Stack preformed and preflnished material to prevent twisting, bending, or abrasion, and to provide ventilation. PART 2 PRODUCTS 2.01 SHEET MATERI ALS A. Pre -Coated Galvanized Steel: ASTM A446, Grade A, 090; 24 gauge core steel, shop pre -coated selected color. B. Galvanized Steel: ASTM A446, Grade A, G90; 24 gauge core steel. C. Aluminum Sheet: ASTM B209, 3003 alloy, H14 temper; .040 inch thick; shop precoated with selected color. 2.02 ACCESSORIES A. Fasteners: Same material and finish as flashing metal. 2.03 FABRICATION A. Form components true to shape, accurate in size, square, and free from distortion or defects. Form pieces in longest practical lengths. B. Fabricate cleats and starter strips of same material as sheet, interfockable with sheet. C. Hem exposed edges on underside 1/2 inch; miter and seam corners. Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form drip. D. Fabricate flashings to allow toe to extend 2 inches over roofing. Return and break edges. E. Form material with standing seam. F. Fabricate corners in one piece; seam for rigidity, seal with sealant. G. Form sheet metal Pans with upstand and flanges. Fill pans watertight with plastic cement. PART 3 EXECUTION 3.01 EXAMINATION AND PREPARATION A. Verify roof openings, curbs, pipes, sleeves, ducts, or vents through roof are solidly set, cant strips and reglets in place, and nailing strips located. B. Verify membrane termination and base fleshings are In place, sealed, and secure. 3.02 INSTALLATION A. Install starter and edge strips, and cleats. B. Secure fleshings, gutters and downspouts in place using concealed fasteners. C. Apply plastic cement compound between metal work and felt flashings. D. Fit components tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles. E. Slope gutters 1/4 inch per foot minimum. F. Connect downspouts and seal connection watertight. G. Seal metal joints watertight. END OF SECTION SECTION 07900 - SEALANT AND CAULKING PART 1 GENERAL 1.01 SECTION INCLUDES A. Preparing sealant substrate surfaces. B. Sealant and joint backing. 1.02 SYSTEM DESCRIPTION A. System performance to achieve moisture and air tight joint seals. 1.03 QUALITY ASSURANCE A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material Installation instructions. 1.04 ENVIRONMENTAL REQUIREMENTS A. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation. PART 2 PRODUCTS 2.01 SEALANTS A. Silicone Sealant: ASTM C920; single component, solvent curing, non -sagging, non -staining, fungus resistant, non - bleeding; color as selected. 1. Elongation Capability. 25 percent 2. Service Temperature Range: -65 to 180 degrees F 3. Shore A Hardness Range: 15 to 35 2.02 ACCESSORIES A. Primer: Non -staining type, recommended by sealant manufacturer to suit application. B. Joint Cleaner. Non -corrosive and non -staining type, recommended by sealant manufacturer; compatible with joint forming materials. C. Joint Backing: ASTM D1056; round, closed call foam rod; oversized 30 to 50 percent larger than joint width. D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. PART 3 EXECUTION 3.01 EXAMINATION AND PREPARATION A. Verify that substrate surfaces and joint openings are ready to receive work. B. Remove loose materials and foreign matter which might impair adhesion of sealant. C. Verify that joint backing and release tapes are compatible with sealant. D. Perform preparation in accordance with ASTM C790 for latex base sealants. 3.02 INSTALLATION A. Clean joints in accordance with manufacturer's Instructions. B. Install sealant in accordance with manufacturer's instructions. C. Measure joint dimensions and size materials to achieve required width/depth ratios. D. Install joint backing to achieve a neck dimension no greater than 1/3 the joint width. E. Install bond breaker where joint backing is not used. F. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges. G. Tool joints as required. END OF SECTION A C:J to Cn M 1 C" "v G7 0 'C K u G. p o W z a z W � t E v Q . c°°v 4 �.r 101 0 'Rool, +fir• 1 401 . 08 0 04 U_ C ® n n v C) J XMet /� WQNCA W ® 1- '- Imo- u) 00 ® o `*- ..• + rn ao `� voo C) C oa c n ►0 fn T_ r-I Specilticatl®Tte Tr r 1 2 3 4 Z: \20Q5\Q5100\SP2.dwg Apr 20, 2005-5: 38pm 5 1 8 8 9 10 u 12 1 2 1"/11MN V - DOOR AND *14MVVS SECTION 08110 -STEEL DOORS AND -FRAMES PART 1 GENERAL p1 1.01 SECTION INCLUDES doors frames, A. Steel and 1.02 QUALITY ASSURANCE A. Conform to the following: 1. SDI-100 - Standard Steel Doors and Frames. 2. DHI - Door Hardware Institute - The Installation of Commercial Steel Doors and Steel Frames, and Builder's Hardware. 3. Handicapped: ANSI A117.1 and Americans with Disabilities Act of 1990. PART 2 PRODUCTS 2.01 DOORS AND FRAMES A. Exterior Doors: SDI-100 Grade II Model 2. B. Exterior Frames: 14 gouge thick material, core thickness. C, Interior Frames: 16 gauge thick material, core thickness. D. Door Core: Mineral fiberboard steel channel grid vertical steel stiffeners. 2.02 ACCESSORIES A. Silencers: Resilient rubber. B B. Removable Stops: Rolled steel channel shape. 2.03 FABRICATION - DOORS A. Fabricate doors with hardware reinforcement welded in place. B. Close top and bottom edge of exterior doors with inverted steel channel closure. Seal joints watertight. 2,04 FABRICATION - FRAMES A. Fabricate frames for knock down field assembly. B. Fabricate frames with hardware reinforcement plates welded in place. Provide mortar guard boxes. C. Prepare frame for silencers and install. D. Fabricate frames to suit masonry wall coursing with 4 inch head member. 2.05 FINISH A. Steel Sheet: Galvanized to ASTM A525 B. Primer: Air dried or baked. PART 3 EXECUTION 3.01 INSTALLATION A. Install doors and fromes in accordance with ANSI/SDI- c 100. B. Coordinate installation of doors and frames with installation of hardware specified in Section 08710 and hardware schedule on drawings. C. Coordinate with masonry and wallboard wall construction for frame anchor placement. END OF SECTION SECTION 0210 - WOOD DOORS PART 1 GENERAL 1.01 SECTION INCLUDES A. Wood doors. 1.02 QUALITY ASSURANCE A. Perform work in accordance with the following: 1. ANSI/NWWDA I.S.I. 1.03 WARRANTY A. Provide warranty under provisions of to the following term: 1. Interior Doors. Two (2) years. B. Include coverage for delamination of veneer, warping beyond specified installation tolerances, defective materials, telegraphing core construction. PART 2 PRODUCTS 2.01 DOOR TYPES A. Interior Doors: 1-3/4 inches thick; solid core construction. 2.02 DOOR CONSTRUCTION A. Core (Solid, Non -Rated): ANSI/NWWDA, type solid wood glued block core or solid r particleboard core. 2.03 FLUSH DOOR FACING A. Wood Veneer: ANSI/NWWDA Custom grade; species wood, rotary sliced with random match grain for transparent finish. B. Plastic Laminate: NEMA LD-3, general purpose type, 0.125 inch thick, color as selected by owner. C. Adhesive: ANSI/NWWDA, Type I or 11. E 2.04 FABRICATION A. Fabricate non -rated doors in accordance with ANSI/NWWDA I.S.1 requirements. B. Fabricate doors with hardware reinforcement blocking in place. C. Factory machine doors for finish hardware. PARt 3 EXECUTION 3.01 INSTALLATION A. Install doors in accordance with manufacturer's instructions or ANSI/NWWDA I.S.1 requirements. B. Coordinate installation of doors with installation of frames specified in Section 08110 and hardware specified in Section 08710. C. Adjust door for smooth and balanced door movement. 3.02 INSTALLATION TOLERANCES A. Conform to ANSI/NWWDA requirements for fit and clearance tolerances and maximum diagonal distortion. END OF SECTION 08410 - ALUMINUM SHIREEMICS jECTION PART 1 GENERAL 1.01 SECTION INCLUDES A. Aluminum doors, door frames, aluminum window frames. 1.02 SYSTEM DESCRIPTION A. System performance to provide for expansion and contraction within system components caused by temperature cycling. B. Limit air leakage through assembly to 0.06 cfm/min/sq ft of wall area, measured at a reference differential pressure across assembly of 1,57 psf as measured in accordance with AAMA 501 ASTM E283. C. Water Leakage: None, when measured in accordance with AAMA 501 and ASTM E331, with a test pressure difference of 2.86 Iba/sq ft. D. Design and size members to withstand dead loads caused by pressure and suction of wind. E. Drain water entering the framing system to exterior. 1.03 WARRANTY A. Provide five year warranty. Q PART 2 PRODUCTS 2.01 MANUFACTURERS A. Arch Amanita: System IGS 450EZ - 2" x 4 1/2" framing with 1" Insulated glass and thermal break. B. Kawneer: System Trifob 451T thermal framing - 2" x 4 1/2" framing with 1" insulated glass and thermal break. C. Vistawall: System FG-3000S - 2" x 4 1/2" framing with 1" insulated glass and thermal break. H � 2 3 1 4 2.02 MATERIALS A. Extruded Aluminum: ASTM B221 54T; 6063-T5 alloy, HW- G.S.10A-T5 temper. B. Sheet Aluminum: ASTM B209 54T; 6063-T5 alloy, G.S.10A- T5 temper. C. Sheet Steel: ASTM A446. D. Fasteners: Stainless steel. E. Sealant and Backing Materials: As specified in Section 07900 2.03 FABRICATED COMPONENTS A. Frames: 2" x 4-1/2" thermally broken with glazing stops. B. Doors: 2.inches thick, 2-1/8 inch wide top rail, 2 inch wide vertical stiles, 10 inch wide bottom rail; beveled glazing stops. C. Flashings: Aluminum or galvanized steel, finish to match mullion sections where exposed. 2.04 GLASS AND GLAZING MATERIALS HW- A. Glass and Glazing Materials: As specified in Section 08800. 2.05 HARDWARE A. Hardware: As specified in Section 08800 and as sechoduled on the drawings. 2.06 FABRICATION A. Fabricate doors and frames allowing for minimum clearances and shim spacing around perimeter of B. assembly. Accurately and rigidly fit and secure joints and comers so that they are flush, hairline tight, and HW- weatherproof. C. Arrange fasteners, attachments and jointing to ensure concealment from view. D. Prepare components with internal reinforcement for door hardware. 2.07 FINISHES A. Exterior Aluminum Surfaces: Anodized; color as shown HW- on drawings. B. Interior Aluminum Surfaces: Anodized; color as shown on drawings. C. Apply bituminous paint to concealed aluminum surfaces In contact with cementitious or dissimilar materials. PART 3 EXECUTION 3.01 EXAMINATION AND PREPARATION A. Verify that wall openings and adjoining air and vapor HW soul materials are ready to receive work of this section. 3.02 INSTALLATION A. Install doors, frames, glazing, hardware and flashings in accordance with manufacturer's Instructions. B. Use the appropriate anchorage devices to securely attach frame assembly to structure. C. Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional tolerances, aligning with adjacent work as shown on the drawings. HW D. Coordinate attachment and seal of air and vapor barrier materials. Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of thermal barrier, E. Install hardware using templates provided. Refer to Section 08705 for installation requirements. F. Install glass in accordance with Section 08800. HW G. Install perimeter type sealant, backing materials, and installation requirements in accordance with Section 07900 END OF SECTION SECTION 0870;5 - DOOR HARDWARE PART 1 GENERAL 1.01 SECTION INCLUDES A. Hardware for wood, hollow steel, & metal, doors. B. Thresholds, weatherstripping, seals, and door gaskets. 1.02 QUALITY ASSURANCE A. Perform Work in accordance with ANSI A117.1 - Specifications for Making. Buildings and Facilities Accessible to and Usable by the Physically Challenged and the Americans with Disabilities Act of 1990. 1.03 COORDINATION A. Coordinate work of this section with other directly affected sections requiring any integral reinforcement for door hardware. 1.04 DELIVERY, STORAGE, AND HANDLING A. Package hardware items individually. Label and Identify package with door opening code to match schedule. PART 2 PRODUCTS 2,01 KEYING A. Door Locks: Grand master keyed. Include control keying with removable core cylinders. B. Supply two (2) change keys for each lock and master and keys. 2.03 Hardware A. The hardware supplier shall furnish a finish hardware schedule listing all materials by sets. B. The hardware supplier shall furnish hardware templates to the door and frame manufacturer, as required. C. When the hardware is delivered to the job, the Contractor shall receive it, check it against the hardware schedule, and store It in a safe place under lock and key. After installation, protect all items against damage until final inspection. HARDWARE SCHEDULE - (*) Items to meet ADA Requirements. HW-1 (2) 1 1/2 Pair 4 1/2" x 4 1/2" butts Stanley FBB 191 x NRP U326D *(2) Panic Hardware Von Duprin Series 98 626 Exit Device X 992 L trim inactive leaf - concealed vert. rod * (2) Closer LCN 4040 spring cush US26D (1) Threshold 1/2x4x72" National Guard A24E MILL (2) Weatherstripping National Guard 120NA MILL (2) Sweep National Guard 600A (6 Silencers Ives - SR64 HW-2 (1) 1 1/2 Pair 4 1/2" x 4 1/2" butts Stanley FBB 191 x NRP US26D *(1) Panic Hardware Von Duprin Series 98 626 Exit Device X 992 L trim *(1) Closer LCN 4040 spring cush U526D (1) Threshold 1/2x4x36" National Guard 424E MILL (1) Weatherstripping National Guard 120NA MILL (1) Sweep National Guard 600A MILL (3) Silencers Ives - SR64 HW-3 (1) 1 1/2 Pair 4 1/2" x 4 1/2" butts Stanley FBB 179 US26D (1) Privacy Lockset Schlage AL40 S x Saturn (1) Coat Hook Ives 405 Alum. (1) Wall Stop Ives 408 B26D (3) Silencers Ives SR64 HW-4 (1) 1 1/2 Pair 4 1/2" x 4 1/2" butts Stanley FBB 179 US26D (1) Push By door mfr US26D (1) Pull By door mfr US26D *(1) Closer LCN 4040 Hcush U326D (3) Silencers Ives SR64 HW-5 (2) 1 1/2 Pair 4 1/2" x 4 1/2" butts Stanley FBB 179 U326D (2) Push By door mfr US26D (2) Pull By door mfr US26D *(2) Closer LCN 4040 Hcush US26D (6) Silencer Ives SR64 HW-6 (1) 1 1/2 Pair 4 1/2" x 4 1/2" butts Stanley FBB 191 x NRP US26D *(1) Alarmed Exit Device Sargent 5110 US26D *(1) Closer LCN 4040 spring cush US26D (1) Threshold 1/2x4x36 National Guard 424E MILL (1) Weatherstripping National Guard 120NA MILL (1) Sweep National Guard 600A MILL (1) Rain Drip National Guard 16SS SS (3) Silencers Ives SR64 HW-7 (1) 1 1/2 Pair 4 1/2" x 4 1/2" butts Stanley FBB 179 US26D (1) Push Ives 8200 6x16 US26D (1) Pull Ives 8203 6x16 US26D *(1) Closer LCN 4040 US26D 3) Silencers Ives SR64 1) Wall Stop Ives 408 B26D 2 Kick Plates 8"x2" Low x .062 Rockwood K1050 Brass 3 4 5 8 (1) 1 1/2 Pair 5"x4 1/2" Butts *(1) Panic Hardware *(1) Closer (1) Threshold 1/2x4x48 (1) Weatherstripping (1) Sweep (1) Rain Drip (3) Silencers (1) Viewer - Wide Angle (1) Armor Plate 48"x2" LOW x .062 9 (1) 1 1/2 Pair 4 1/2" x 4 1/2" butts *(1) Passage Set * (1) Closer (1) Wall Stop (3) Silencers (1) Armor Plate 48x2" low x .062 10 (1) 1 1/2 Pair 4 1/2" x 4 1/2" butts (1) Lockset (1) Wall Stop (3) Silencers 11 (1) 1 1/2 Pair 5" x 4 1/2" butts (1) Passage Set *(1) Closer (1) Wall Stop (3) Silencers (1) Armor Plate 48x2" LDW x .062 -12 (1) 1 1/2 Pair 4 1/2" x 4 1/2" butts *(1) Privacy Lock Set *(1) Closer (1) Wall Stop 3) Silencers (1) Coat Hook -13 (1) 1 1/2 Pair 4 1/ x 4 1/2 2" butts *(1) Lockset (1) Dutch Door Bolt (1) Wall Stop (4) Silencers -14 (1) 1 Pair 4 1/2" x 4 1/2" butts (1) Alarmed Exit Device Stanley FBB 191 x NRP US26D Von Duprin Series 98 626 Exit Device X 992 L trim LCN 4040 spring cush US26D National Guard 424E MILL. National Guard 120NA MILL National Guard 600A MILL National Guard 16SS SS Ives SR64 Ives 698 Rockwood K1052 SS Stanley FBB 179 US26D Schiage AL10S Saturn US26D LCN 4040SE x Hold Open US26D Ives 408 B26D Ives SR64 Rockwood K1062 SS Stanley FBB 179 x NRP US26D Schcoge AL70PD Saturn US26D Ives 408 B26D Ives SR64 Stanley FBB 179 US26D Schcoge AL105 Saturn US26D LCN 4040SE x Hold Open US26D Ives 408 B26D Ives SR64 Rockwood K1062 SS Stanley FBB 179 US26D Schlage AL40S x Saturn US26D LCN 4040SE x Hold Open 626D Ives 408 B26D Ives SR64 Ives 405 Alum. Stanley FBB 179 NRP US26D Schlage AL70PD Saturn US26D Ives 055 826D Ives 408 B26D Ives SR64 Stanley FBB 191 US26D Sargent 5110 US26D PART 3 EXECUTION 3.01 EXAMINATION AND PREPARATION A. Verify that doors and frames are ready to receive work as indicated. B. Verify that electric power is available to power operated devices and of the correct characteristics. 3.02 INSTALLATION A. Install hardware in accordance with manufacturer's instructions. B. Use templates provided by hardware Item manufacturer. 3.03 SCHEDULE A. Hardware as specified and scheduled on drawings. END OF SECTION PART 1 GENERAL 1.01 SECTION INCLUDES A. Glass and glazing for Sections referencing this Section for products and installation. 1.02 SYSTEM DESCRIPTION A. Glass and glazing materials of this Section shall provide continuity of building enclosure, both vapor and air barrier. B. Size glass to withstand dead loads and positive and negative live loads acting normal to plane of glass. 1.03 QUALITY ASSURANCE A. Perform Work in accordance with FGMA Glazing Manual, FGMA Sealant Manual for glazing installation methods. 1.04 WARRANTY A. Provide five year warranty including coverage for sealed glass units from seal fallure, interpane dusting or misting, and replacement of same. PART 2 PRODUCTS 2.01 FLAT GLASS MATERIALS A. Float Glass : Clear, 1/4 inch thick minimum. B. Safety Glass: Clear; fully tempered; conforming to ANSI Z97.1; 1/4 inch thick minimum. 2.02 SEALED INSULATING GLASS MATERIALS A. Insulated Glass Units: Double pane with interpane space purged with dry hermetic air, total unit thickness of 1 inch minimum. Exterior pane to be Low E. PART 3 EXECUTION 3.01 EXAMINATION AND PREPARATION A. Verify that openings for glazing are correctly sized, within tolerance, and glazing channels or recesses are clean, free of obstructions, and ready to receive glazing. B. Seal porous glazing channels or recesses with substrate compatible primer or sealer. 3.02 CLEANING A. Remove glazing materials from finish surfaces. B. Remove labels after Work Is complete. C. Clean glass, and adjacent surfaces. END OF SECTION DIVISION 9 - FIi MES SECTION G9260 - GYPSUM WALL BOARD_ GEMS PART 1 GENERAL 1.01 SECTION INCLUDES A. Gypsum board with taped and sanded joint treatment. B. Concrete backer board with taped joint system. 1.02 QUALITY ASSURANCE A. Perform Work in accordance with ASTM C840. GA-201 - Gypsum Board for Walls and Ceilings. GA-216 - Recommended Specifications for the Application and Finishing of Gypsum Board. PART 2 PRODUCTS 2.01 GYPSUM BOARD SYSTEM A. Gypsum Board Types: 1/2 and 5/8 inch thick, maximum permissible length; ends square cut, tapered edges; unless noted otherwise as follows: 1. Standard Type: ASTM C36. 2. Fire Rated Type: ASTM C36 fire resistive, UL rated. 3. Moisture Resistant Type: ASTM C630. 4. Exterior Grade: ASTM C36 5. Cementitlous Backing Board: High density, cementitious, glass fiber reinforced, 1/2 Inch thick. 2.02 ACCESSORIES A. Comer Beads: Metal. B. Edge Trim: GA 201 and GA 216, Type L bead and U shape exposed reveal bead. C. Joint Materials: ASTM C475 GA 201 and GA 216, reinforcing tape, joint compound, adhesive, and water. D. Fasteners: ASTM C1002 Type W nails or ASTM C1002 Type S12 hardened screws GA 216. E. Adhesive: ASTM C557 GA 216. 51 8 PART 3 EXECUTION 3.01 INSTALLATION - GYPSUM BOARD A. Install gypsum board in accordance with GA-201, GA-216 and GA-600. B. Fasten gypsum board to furring or framing with nails or screws. C. Place corner beads at external corners. Use longest practical length. Place edge trim where gypsum board abuts dissimilar materials. D, Treat cut edges and holes in moisture resistant gypsum board with sealant. 3.02 JOINT TREATMENT A. Tape, fill and sand exposed joints, edges and corners to produce smooth surface, ready to receive finishes. B. Feather coats onto adjoining surfaces. C. Taping, filling, and sanding Is not required at surfaces behind adhesive applied ceramic tile, or F.R.P. 3.03 TOLERANCES A. Maximum Variation from True Flatness: 1/8 inch in 10 feet In any direction. END OF SECTION SECTION 09300 - TILE PART 1 GENERAL 1.01 SECTION INCLUDES A. Quarry tile & porcelain glazed tile floors, bases and wall finishes using the thineet application method. 1.02 SUBMITTALS A. Product Data: Provide material specifications, ,characteristics and instructions for using adhesives and grouts. B. Samples: Submit two samples illustrating color range for selection. 1.03 QUALITY ASSURANCE A, Perform work in accordance with. ANSI A137.1 and the T.C.A. Handbook for Ceramic Tile Installation. PART 2 PRODUCTS . 2.01 TILE MATERIALS A. Porcelain Glazed Floor Tile: ANSI A137.1, glazed surface finish,' size, shape and color as specified. 1. Coefficient of friction of wearing surface: Wet and dry values of at least .60 or greater per ASTM C1028- 89 testing and Ceramic Tile Institute Guidelines. B. Quarry Floor Tile: ANSI A137.1, unglazed surface finish, with abrasive aggregate. embedded in surface where indicated, non-abrasive elsewhere, size, shape and color as specified. 1. Coefficient of friction of wearing surfaces: Wet and dry values of at least .60 or greater per ASTM C1028-89 testing and Ceramic Tile Institutes Guidelines. C. Base: Match floor tile for surface finish, color and .coved internal comer. 2.02 SETTING MATERIALS A. Organic Adhesive: ANSI A136.1, Type I, thinset bond type. B. Thinset Mortar Materials: ANSI A118.4 Latex Modified or epoxy grout, Portland cement with acrylic latex additive and water. C. Sanded grout is not to be used. 2.03 GROUT MATERIALS A. Grout: 1. ANSI A118.6, ceramic the *out. B. " Color Admixture: Color as selected. 2.04 MORTAR AND GROUT MIX A. Mix and proportion pre -mix mortar and grout materials in accordance with manufacturer's instructions. PART 3 EXECUTION 3.01 EXAMINATION AND PREPARATION A. Seal substrate surface cracks with filler. 3.02 : INSTALLATION A. Install adhesive, tile and grout in accordance with manufacturers instructions. B. Set, tile to pattern indicated. Do not interrupt the pattern through openings. C. Cut and fit the tight to penetrations. Form corners and bases neatly. Align floor, base and wall joints. D. Grout tile joints. Make joints watertight, without voids, cracks, excess mortar or excess grout. E. •Apply sealant to junction of tile and dissimilar ; materials and junction of dissimilar planes. END OF SECTION SE ON 09511 - SUSEENDED ACOU571CAJ.CEIUNGS PART 1 GENERAL 1.01 SECTION INCLUDES A. Suspended metal grid ceiling system. B. ' Acoustical tile panels. 1.02 .; SYSTEM DESCRIPTION A.- Install system capable of supporting imposed loads to a ,., deflection of 1/240 maximum. B. Conform to applicable code for fire rated assembly combustibility requirements for materials. PART.�2 PRODUCTS 2.01 SUSPENSION SYSTEM A. Grid: ASTM C635, intermediate, exposed T configuration; components die cut and Interlocking. 8. , Accessories: Stabilizer bars clips splices edge moldings hold down clips, and required for suspended grid system. C. Grid Materials: Commercial quality coiled rolled aluminum. D. Grid Finish; Preflnished white unless shown otherwise on drawings. E. Support Channels and Hangers: Galvanized steel, size and type to suit application. 2.02 ACOUSTICAL UNITS A. Ceiling type "CVC1": Conforming to the following: 1. Size: 24 x 24 and 24 x 48 inches . 2. Thickness: 1/2 Inches. 3. Surface Finish: Vinyl faced. 4. Edge: Square. B. Ceiling type "CMTL": Conforming to the following: 1. Size: 24 x 48. 2. Material: Preflnished metal ceiling panel. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that layout of hangers will not interfere with other work. 3.02 INSTALLATION - SUSPENSION SYSTEM A. Install system in accordance with manufacturer's instructions. B. Coordinate the location of hangers with other work. Where components prevent the regular spacing of hangers, reinforce the system to span the extra distance. C. Hang system independent of walls, columns, ducts, pipes and conduit. D '. Locate system on room axis leaving equal border units according to reflected plan. E. Install edge molding at intersection of ceiling and vertical surfaces using longest practical lengths. 1 3.03 ' INSTALLATION - ACOUSTICAL UNITS A. Install acoustical units level, free from damage, twist, warp or dents. 3.04 TOLERANCES A. Variation from Flat and Level Surface: 1/8 inch in 10 feet. END OF SECTION 7 ' 8 9 1 10 SEOUN 09AN - FiRERG AS_S REINFORCED PANELS PART 1 GENERAL 1.01 SECTION INCLUDES A. FRP panels B. Accessories, trim and moldings C. Adhesives 1.02 SUBMITTALS A. Product Data; Submit manufacturers technical data and Installation instructions for each type of sanitary wall panel and installation material. B. Samples: 1. Color Samples: Manufacturer's standard colors and textures. C. Maintenance Instructions: Submit manufacturer's printed instructions for maintenance of installed work, including precautions for use of cleaning materials which could damage wall panels. 1.03 QUALITY ASSURANCE A. Single -Source Responsibility. Provide each type of FRP panel as produced by a single manufacturer including recommended molding, sealants and fasteners. 1.04 PRODUCT DELIVERY AND STORAGE A. General: Comply with instructions and recommendations of manufacturer. 1.05 JOB CONDITIONS A. Environmental Requirements: Comply with manufacturer's written recommen-dations regarding environmental conditions under which panels can be Installed. PART 2 PRODUCTS 2.01 MATERIALS A. Fiberglass Reinforced Panels 1. Subject to conforming to the following: a. Thickness: 0.09 inches. b. Flame Spread: Class C. C. Smoke Developed: Under 300. d. Impact Strength (IZOD.): e. Barcol Hardness: 55 f. Water Absorption: Less than 10 percent. 2. Color & style as per drawing. B. Accessories and Molding: 1. Manufacturer's standard or recommended one piece vinyl. C. Adhesive: 1. Manufacturers standard or recommended high strength waterbase adhesive for substrate involved. D. Sealant: 1. Manufacturer's standard or recommended. PART 3 EXECUTION 3.01 EXAMINATION AND PREPARATION A. Examine surfaces to receive FRP panels and condition under which panels will be installed. Do not pro ceed with work until surfaces and conditions comply with requirement indicated in manufacturer's Installation instructions. 3.02 INSTALLATION A. Workmanship: 1. Installation should be performed in strict accordance with manufacturer's written instructions by workmen experienced in this trade and performed In a workmanlike manner. B. ADHESIVE: 1. Adhesive will be applied in strict accordance with the instructions, and under conditions recommended as appropriate to the specific adhesive being used. C. MOLDINGS: 1. All panel edges, inside and outside corners are to be finished with the manufacturer's brand FRP moldings appropriate to that purpose. D. SEALANT 1. All molding channels and joints between the system and different materials will be sealed with silicone sealant. 3.02 CLEANING A. After completion of installation, clean panels as per manufacturers recommendations and specifications. END OF SECTION SECTION 09900 - PAI"NG PART 1 GENERAL 1.01 SECTION INCLUDES A. Surface preparation and field application of paints and coatings. 1.02 ENVIRONMENTAL REQUIREMENTS A. Store and apply materials In environmental conditions required by manufacturers Instructions. PART 2 PRODUCTS 2.01 MATERIALS A. Coatings: Ready. mixed (except field catalyzed) coatings of good flow and brushing properties, capable of drying or curing free of streaks or sags. B. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials required to achieve the finishes specified. 2.02 FINISHES A. Refer to schedule at and of section for surface finish and color schedule. 2.03 COLORS Refer to wall finish schedule in drawings 2.04 FIRE RETARDANT A. All wood trim and wood wainscotting shall recleve a two part fire retardant coating - Sherwin Willalms Flame Control 129 Varnish Base coat and Sherwin Wlllaims Flame Control 130 Vamish Overcoat. PART 3 EXECUTION 3.01 EXAMINATION AND PREPARATION A. Verify that substrate conditions are ready to receive work. B. Measure moisture content of porous surfaces using an electronic moisture meter. Do not apply finishes unless moisture content Is less than 12 percent. C. Correct minor defects and clean surfaces which affect work of this Section. D. Remove or mask electrical plates, hardware, light fixture trim, escutcheons, and fittings prior to preparing surfaces or finishing. E. Gypsum Board Surfaces: Fill minor defects with latex compounds. Spot prime defects after repair. F. Galvanized Surfaces: Remove surface contamination and oils and wash with solvent. Apply coat of etching primer. G. Concrete Surfaces Scheduled to Receive Paint Finish: Remove foreign matter. Remove oil and grease with a solution of tri-sodium phosphate, rinse well and allow to dry. H. Uncoated Ferrous Surfaces: Remove scale by wire brushing, sandblasting, clean by washing with solvent. Apply treatment of phosphoric acid solution. Prime paint after repairs. I. Shop Primed Steel Surfaces: Sand and scrape to remove loose primer and rust, clean surfaces with solvent. Prime bare steel surfaces. J. Interior Wood Items Scheduled to Receive Point Finish: Wipe off dust and grit prior to priming. Seal knots, pitch streaks and sappy sections with sealer. FIII nail holes and cracks after primer has dried; sand between coats. K. Interior Wood Items Scheduled to Receive Transparent Finish: Wipe off dust and grit prior to sealing, seal knots, pitch streaks and sappy sections with sealer. Fill nail holes and cracks after sealer has dried; sand lightly between coats. L. Exterior Wood Scheduled to Receive Paint Finish: Remove dust, grit, and foreign matter. Seal knots, pitch streaks and sappy sections. Fill nail holes with tinted exterior caulking compound after prime coat has been applied. M. Exterior Wood Scheduled to Receive Transparent Finish: Remove dust, grit, and foreign matter, seal knots, pitch streaks and sappy sections with sealer. FIII null holes with tinted exterior caulking compound after sealer has been applied. 3.02 APPLICATION A. Apply products in accordance with manufacturer's instructions. B. Sand transparent finishes lightly between coats to achieve required finish. C. Where clear finishes are required, tint fillers to match wood. D. Back prime interior and exterior wood work scheduled to receive point finish with primer paint. E. Back prime interior woodwork scheduled to receive stain or varnish finish with gloss varnish reduced 25 percent with mineral spirits. 9 10 3.03 CLEANING A. As work proceeds, promptly remove finishes where spilled, splashed or spattered. 3.04 SCHEDULE - EXTERIOR SURFACES A. Wood - Painted (Opaque): 1. One coat of alkyd primer sealer. 2. Two coats of latex enamel, semigloss. B. Pavement Markings: 1. Two coats of paint, white. C. Steel - Shop Primed: 1. Touch-up with alkyd primer. 2. Two coats of alkyd enamel or latex, semi -gloss. D. Steel - Galvanized: 1. One coat of galvanized primer. 2. Two coats of alkyd enamel, semi -gloss. 3.05 SCHEDULE - INTERIOR SURFACES A. Wood - Pointed: 1. One coat of alkyd primer sealer. 2. Two coats of alkyd enamel, semigloss. 3. Two coat fire retardant system B. Wood - Transparent: 1. Two coat fire retardant system Sherwin Williams flame control no. 129 & no. 130. C. Concrete: 1. Two coats. D. Steel - Unprimod: 1. One coat of alkyd primer. 2. Two coats of alkyd enamel, semi -gloss. E. Steel - Primed: 1. Touch-up with original primer. 2. Two coats of alkyd enamel, semi -gloss. F. Steel - Galvanized: 1. One coat of galvanize primer. 2. Two coats of alkyd enamel, semi -gloss. G. Plaster, Gypsum Board: 1. One coat of alkyd primer sealer. 2. Two coats of alkyd enamel, semigloss. H. Wall Surfaces Under Vinyi Wall Covering: 1. One coat of alkyd primer sealer. END OF SECTION LMHT Project t No. 05100 THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPROWCED OR USED WITHOUT HIS WRITTEN PERMISSION LO � M r• C" i A CIE)LOLO Cl1i rn _ulo I, I F Z_ E " Z W. 3 R Ci] in il .� _Yy E J d a..UI � N c "tea W C> LL 1 ' ~ lC� a o -E r_ a Ni PART 1 GENERAL C 1.01 SECTION INCLUDES A. Toilet accessories. B. Grab bars. 1.02 SYSTEM DESCRIPTION A. Conform to applicable code for installing work in conformance with ANSI A117.1 and ADA requirements for mounting heights. PART 2 PRODUCTS 2.01 MATERIALS A. Sheet Steel: ASTM A366. B. Stainless Stool Sheet; ASTM A167 Type 304. C. Tubing: ASTM A269 stainless steel. Purpose type; 1/16 D. Plastic Laminate: NEMA LD-3, General inch thick, finish, color, pattern, as selected. E. Adhesive: Two component epoxy, waterproof. F. Fasteners, Screws, and Bolts: Hot dip galvanized steel, tamper -proof. G. See schedule on drawing for model & mfgr's. 2.02 FABRICATION A. Form surfaces flat without distortion. Weld and grind joints smooth. B. Shop assemble components and package with anchors and fittings. C. Back paint components to prevent electrolysis. 0 D. Provide steel anchor plates, adapters, and anchor components for installation. E. Hot dip galvanize exposed and pointed ferrous metal and fastening devices. 2.03 A. FINISHES Anchors: Galvanize to 1.25 oz/sq yd. B. Ferrous Metals - Shop Primed: Pretreat and clean, spray apply one coat primer and bake. C. Enamel: Pretreat, one coat primer and two coats baked D. enamel. Chrome/Nickel Plating: ASTM 8456, Type SC 2; satin finish. E. Stainless Steel: No. 4 satin luster finish. PART 3 EXECUTION 3.01 EXAMINATION AND PREPARATION A. Verify exact location of accessories for installation. B. Deliver inserts and rough -in frames to site. Provide templates and rough -in measurements as required. 3.02 INSTALLATION A. Install fixtures, accessories and items in accordance with manufacturers' instructions. B. Install plumb and level, securely and rigidly anchored to substrate. END OF SECTION DMSION 11 THROUGH 14 NOT REQUIRED H W) J m ® d M • 0 _J U_ �"h U n t• Q,Q, o •. M o M M L` ® 7C O d' w 0) ® F- >` F- In w •w 2 °2 [gin L0 N SpecdicatiOT1e [)W9. Z: \20Q5\05100\SP3.dwg Apr 20, 2005-5: 38pm T 8 9 10 L t1 12 DMSION 15 - PLUMBING AND MECHANICAL A SECTION 15400 - mmulm SECTION 15780__--.PACKAGED AIR CONDMO ERS SECi10N 15880 - AIR DISTRIBOM SE'GTION 15899 - TESTING ADJUSTING AND BAWCING PART 1 GENERAL PART 1 GENERAL PART 1 GENERAL PART 1 GENERAL 2.12 MECHANICAL IDENTIFICATION 1.01 SECTION INCLUDES A. Plastic Nameplates: Laminated three -layer plastic with 1.01 SECTION INCLUDES 1.01 SECTION INCLUDES 1.01 SECTION INCLUDES A. Pipe and pipe fittings, valves. engraved black letters on light background color. A. Packaged rooftop air conditioning units. A. All related HVAC systems. B. Plumbing Specialties: Floor drains, floor sink, B. Plastic Tags: Laminated three -layer plastic with C. Controls and control panels. A. Ductwork and ductwork accessories. Interceptors,' cleanouts, backflow preventers, water engraved black letters on light background color, B. Volume control dampers. PART 2 EXECUTION hammer arrestors, thermostatic mixing valves, hose minimum 1-1/2 inch (38 mm) diameter, C. Flexible duct connections. bibbs/ hydrants. 1.02 QUALITY ASSURANCE '. D. Terminal units, variable volume regulators. 2.01 INSTALLATION TOLERANCES C. Plumbing Fixtures. PART 3 EXECUTION A. Codes and Standards + E. Diffusers, boots, registers, grilles. A. Air Handling Systems: Adjust individual air flows to within tolerances D. Plumbing Equipment, 1. The HVAC equipment package supplied meets most described in the air balance schedul on sheet M1. However, overall building E. Identification. 3.01 PREPARATION standard codes. -:;However, it is the responsibility PART 2 PRODUCTS (SEE SECTION 15780 PART 2) positive air flow must be acheived. See sheet M_l A. Ream pipe and tube ends. Remove burrs, of the installing contractor to conform strictly to 1.02 SUBMITTALS (AS REQUIRED BY OWNER) B. Remove scale and dirt on inside and outside piping the local rules and regulations 'of the latest 2.02 DUCTWORK A. Product Data: Provide for plumbing specialties, before assembly. editions of the local codes governing heating, 2.02 CALIBRATION TEST BALANCING fixtures, and. equipment. C. Prepare piping connections to equipment with flanges or ventilating . and air, conditioning installations; the A. Materials A. A completely installed, operating, and balanced system is the responsibility unions. Fire Marshall's Rules and Regulations; and any other 1. Steel Ducts: Galvanized steel sheet, lock -forming of the Mechanical Contractor. Listed below Is the division of specific tasks. 1.03 WARRANTY D. Coordinate cutting or forming of roof or floor local ordinances which apply in connection with this quality. Insulation shall be provided with vapor barrier. B. Mechanical Contractor shall do the following: A. Provide one year manufacturer's warranty. construction to receive drains to required invert elevations, work. If any of the work shown or specified conflicts in any way with any of the rules and 2. Insulated Flexible Ducts: Flexible duct wrapped 1) Set HVAC units to RPM and amp draws listed on setup sheet. 1.04 SYSTEM DESCRIPTION E. Review shop drawings. Confirm location and size of regulations of the above, this Contractor shall make with flexible glass fiber insulation, enclosed by 2) Check and set HVAC evaporator fans for proper rotation. A. Provide complete and fully operational systems to meet fixtures and openings before rough -in and Installation, such changes as; required without additional cost to vapor barrier jacket, requirements indicated and in accord with applicable F. Verify adjacent construction is ready to receive rough- the owner. 3. Sealant: Mastic, water resistant, fire resistive. 3) Connect HVAC transformers to proper voltage taps. codes and ordinances. Contractor must immediately notify Project Manager of any conflict between drawings in work of this Section. Coordinate sequence of work with other trades, controlling agencies, and service 2. This Contractor shall fumieh, at his own expense, all necessary permits and inspection certificates B. Metal Ductwork 1. Fabricate and support in accordance with SMACNA HVAC 4) Install thermostats and check for proper operation. B or specifications and applicable codes or ordinances. companies. for apparatus installed by him. Inspection and Duct Construction Standards - Metal and Flexible 5) Install and check all diffusers for proper locations and throw pattern. 1.05 SUBSTITUTIONS 3.02 INSTALLATION certificates shall be obtained from the proper inspection authorities. All permits shall be except as Indicated. 2. Construct Ts, bends, and elbows with radius of 1- 6 Verify that the exhaust hood fans are property interlocked with the correct ) Y P p y A. Major Fixtures, equipment, devices and specialties shall be A. Provide dielectric connections wherever jointing obtained prior to`proceading with the installation 1/2 times width of duct on center line. Where not make-up air fans and appllances. as noted on the drawings. dissimilar metals. of the HVAC system. possible provide turning vanes. 7) Set exhaust and make-up air fans to RPM values listed on setup sheet. B. Manufacturers shown or. noted are intended for reference as to B. Install piping to conserve bullding space and not interfere with use of space. Group piping whenever 1.03 WARRANTY 3. Increase duct sizes gradually, not exceeding 30 degrees divergence and 45 degrees convergence. 8) Adjust exhaust and make-up air fans for proper rotation. the quality and type of equipment desired. Comparable fixtures by other manufactures will be considered for approval by the owner practical at common elevations. A. Provide one year manufacturers warranty including five 4. Connect flexible ducts to metal ducts with draw 9) Verify that hood exhaust filters are Installed properly. where the level of quality Is equivalent. C. Install piping to allow for expansion and contraction without stressing pipe, joints, or connected equipment. year coverage for refrigeration compressors and ten year coverage for heat exchangers. bands plus tape. 5. Use crimp joints with or without bead for joining 10) Verify that the make-up air ducts have dampers to each hood opening. PART 2 PRODUCTS D. Provide clearance for Installation of insulation and round duct sizes 8 inch (200.mm) and smaller with 11) Verify that each supply run has its dampers open and locked. access to valves and fittings. 1.04 MAINTENANCE crimp in direction of air flow. 2.01 SANITARY SEWER PIPING, BURIED BEYOND BUILDING E. Slope water piping and arrange to drain at low points. A. Provide twelve extra sets of filters for each HVAC unit C. Kitchen Hood Exhaust Ductwork: Black Iron fabricated in 12) Verify that each fan has the proper voltage present at the motor. A. PVC DWV Schedule 40 Pipe: ASTM F1488 with solvent F. Install bell and spigot pipe with bell end upstream. (one set per month for the first year of operation). accordance with NFPA 96. cemented joints using ASTM D2564 solvent and conforming G. Install specialties in accordance with manufacturer's C. At the discretion of the owner, he may select an independent test and to ASTM D2855. instructions, PART 2 PRODUCTS 2.03 VOLUME CONTROL DAMPERS balance contractor. If selected, the Certified Air Balance Agency shall H. Extend cleanouts to finished floor or wall surface. do the following: 2.02 SANITARY SEWER PIPING, BURIED AND ABOVE GRADE, WITHIN Lubricate threaded cleanout plugs with mixture of 2.01 PACKAGED ROOFTOP AIR CONDITIONING UNITS A. Fabricate In accordance with SMAGNA HVAC Duct 1) Inspect for fan Installation. BUILDING graphite and linseed oil. Ensure clearance at cleanout drainage A. Major equipment, devices and specialties shall be as noted Construction Standards - Metal and Flexible, and as indicated. proper 2) Check for exhaust fan operation. A. PVC DWV Schedule 40 Pipe: ASTM F1488 with solvent cemented joints using ASTM D2564 solvent and conforming 1. for rodding of system. Install each fixture with chrome plated rigid or B. on the drawings, Manufacturers shown or noted are intended for reference S. Fabricate splitter dampers of material some gauge as proper 3) Check for air flow from each diffuser. to ASTM D2855. flexible supplies with screwdriver stops, reducers, and as to the the quality and type of equipment desired. duct to 24 inches size In either direction, and two heavier for larger Secure 4) Check thermostat for proper functional operation. escutcheons. C. Comparable equipment by other manufacturers will be considered gauges sizes. with continuous 5) Check rooftop unit for proper thermostat connections, voltage taps and C B. Cast iron Pipe: ASTM A74 with lead and oakum Joints or J. Adjust stops or valves for Intended water flow rate to for approval by the owner if level of quality is equivalent. hinge or rod. Operate with minimum 1/4 inch diameter outside air interconnect. hubless pipe with mechanical joint per ASTM C1277, fixtures without splashing, noise, or overflow. D. Acceptable suppliers for specified items: rod. 6) Measure amperage and RPM of each HVAC unit. (Direct the Mechanical 2.03 WATER PIPING, BURIED BEYOND AND UNDER BUILDING K. Install water heaters in accordance with manufacturer's Diffusers: TiTUS, PRICE C. Fabricate single blade dampers for duct sizes to 12 x 30 inch. Contractor to adjust pulleys to proper values to obtain desired results ju P Ys P P ) A. Copper Tubing: ASTM B88, Type L, annealed with wrought Instructions and to AGA, NSF, NFPA, and UL requirements. Coordinate with plumbing piping and related fuel piping, Fans: GREENHECK, COOK, PENN � Rooftop Units: AAON, LENNOX D. Fabricate multi -blade damper of opposed blade pattern 7 Check the speed to for the restroom exhaust fan and direct the ) P P copper fittings and compression joints. gas venting, electrical work to achieve operating system. with maximum blade sizes 12 x 72 inch. Assemble center and edge crimped blades in prime coated or galvanized Mechanical Contractor to adjust as required. 8) Measure the restroom exhaust and supply diffusers and adjust the 2.04 A. WATER PIPING, ABOVE GRADE Copper Piping: ABOVE ASTM 688, Type M. hard drawn or soft L.. All water supplies throughout the project shall be adequately protected from water and air hammer by the PART 3 EXECUTION E. channel frame with suitable hardware. Except in round ductwork 12 inches and smaller, provide volumes near the values listed on the drawings. 9) Measure the main exhuast hood fan volumes and direct the Mechanical ,wit temper, with cast brass or wrought copper fittings and use of air chambers or water hammer arresters as 3.01 INSTALLATION end bearings. Contractor in the adjustment of the fans to obtain values near those Grade solderjoints. required. Air chambers may be fabricated of pipe full A. Install In accordance with manufacturer's Instructions. F. Provide locking, indicating quadrant regulators on Ilsted on drawings. 2.05 FLANGES, UNIONS, AND COUPLINGS size x 18 inches long tightly capped. Air chambers B. Coordinate. lnstaliatlon�.of units with architectural, - single and multi blade dampers. Whore width exceeds 30 c 10) Measure the main exhaust hood fan volumes and direct the Mechanical A. Pipe Size 2 Inches and Under: Bronze unions for soldered shall be located at or near the end of risers for each mechanical, and electrical work. inches, provide regulator at both ends. Contractor in the adjustment of the fans to obtain values near those copper pipe joints. fixture or group of fixtures and at other locations C. Provide initial start-up including check-out. 2.04 BACKDRAFT DAMPERS listed on the drawings. B. Pipe Size Over 2 Inches: bronze flanges for copper piping; deemed necessary to effect a quiet operating system. D, Mount roof mounted units on factory built roof mounting 11) Complete Installation inspection. neoprene gaskets. M. Connections to stacks and sewers shall be arranged so frame providing watertight enclosure to protect ductwork A. Gravity backdraft dampers, size 18 x 18 inches or 12) Measure supply air volumes from each HVAC unit with a flow hood, that operation of any fixture will not cause fluctuation and utility services. General Contractor to install smaller, furnished with air moving equipment, may be air adjusting values to desired value. 2.06 GATE VALVES of water level in traps of other fixtures. roof mounting curbs .level. moving equipment manufacturers standard construction. 13) Smoke hoods for capture ability. A. 2 inches and smaller. MSS SP-80; C ass 1 5 Bronze body �, � , y N. Vent Flashing Sleeves: Install on stacks passing g P 9 E. Supply units fully charged with refrigerant and filled B. Fabricate multi -blade, parallel action gravity balanced w threaded or solder ends, solid disc., teflon impregnated packing, and handwheel. through roof, secure over stack flashing in accordance with manufacturers instructions. with oil. backdraft dampers of galvanized steel, or extruded aluminum, with center pivoted blades, with sealed edges, D. Test and balance the complete system in accordance with 2.07 BALL VALVES 1. The top of each vent stack shall be vented through END OF SECTION linked together, steel ball bearings, and plated steel SMACNA T.A.B. procedures. Provide final report to owner. A. 1" And Smaller: Rated for 400 PSI WOG Pressure; Two-piece the roof by means of an increaser in cold area where frost may build up on vent stack. pivot pin. D construction;w/bronze body conforming to ASTM B62, standard port, chrome -plated brass ball, TFE" seats and seals, vinyl -covered 2, Where PVC pipe is used, vent stacks and floor drains 2.05 FLEXIBLE DUCT CONNECTIONS handle, and solder ends. above other rooms shall be flashed with collars and flashing materials suitable for the purpose. Lead A. UL listed fire retardant neoprene coated woven glass END OF SECTION 2.08 SWING CHECK VALVES flashing Is not allowed on PVC vent stacks. SECTION 15850 - AIR HANDLING fiber fabric to NFPA 90A, approximately 3 inches wide, crimped into metal edging strip, A. Up to 2 Inches: Bronze swing disc, solder or screwed 0. Install all materials in accordance with manufacturer's ends. instructions. PART 1 GENERAL 2.06 DUCT ACCESS DOORS 2.09 A. SPRING LOADED CHECK VALVES Iron body, >6ronze trim, spring loaded,' renewable 3.03 APPLICATION 1.01 SECTION INCLUDES A. Fabricate In accordance with SMACNA HVAC Duct composition disc, screwed, wafer, or flanged ends. A. Use grooved mechanical couplings and fasteners, and A. Centrifugal fans and utility/vent sets. B B. Construction Standards -Meta) and Flexible. Access doors smaller than a Inches square may be 2.10 A. WATER PRESSURE REDUCING VALVES Up to 2 IncBronze body, stainless steel and B. dielectric connections only in accessible locations. Install unions downstream of valves and at equipment or B. Power ventilators, secured with sash locks. Access doors with sheet metal NowInches: thermoplastic internal parts, fabric reinforced apparatus connections. 1.02 SUBMITTALS (as required by owner) screw fasteners a are not acceptable. diaphragm, strainer, double union ends. C. Install brass male adapters each aide of valves in A. Product Data: Include catalog performance ratings, 2.07 INSULATION copper piped system. Sweat solder adapters to pipe. construction, and dimensions. 2.11 PIPING INSULATION D. Install gate, ball valves for shut-off and to isolate B. Operating and 'Maintenance Instructions: Include A. Water piping installed in a wall exposed to the exterior shall equipment, part of systems, or vertical risers. instructions for lubrication, motor and drive A. Insulation shall be Johns -Manville, Owens-Corning, or be located on the heated side of the wall insulation. Water E. Provide spring loaded check valves on discharge of water replacement, spare parts lists, and wiring diagrams. equal, applied by Contractor or manufacturer's piping installed in an unconditioned attic or unconditioned utility room shall be insulated with an insulation having a 3.04 pumps. SERVICE CONNECTIONS PART 2 PRODUCTS (SEE SECTION 15780 PART 2) representative regularly engaged in the application of insulation. Insulation shall be a minimum of 2" thick, min. R factor of 6.5 determined at 757 in accordance with ASTM C-177. Abnormally low temperatures for extended A. Provide new sewer services. Before commencing work check invert elevations required for sewer connections, 2.01 KITCHEN EXHAUST FANS 3/4 pound density or 1" thick, 1 1/2 pound density, with a vapor barrier having a maximum permeance of 0.05 periods may require additional provisions to prevent freezing. confirm inverts and ensure that these can be properly A. All kitchen supply and exhaust fans are provided perms or aluminum foil having a minimum thickness of 2 mlls. E B. Pipe insulation to be ASTM C547-77 Class 1 P preformed fiberglass, 10 PCF max density (k-value=0.27 min.) with connected with sloe for drainage and cover to avoid P 9 freezing. B. by others . Equipment shall meet minimum requirements of state B. All Insulation materials, coatings and other accessories 'hazard all purpose paper and foil jacket equal to Manville 3003 B. Provide new water service complete with water meter with and local codes shall have a fire rating not to exceed 25 for flame spread, 50 for fuel contribution, and 50 for smoke C. alloy, h-14 temper. Fa for�ycut 16 MiI thick stucco embossed aluminum Jacketing pressure reducing valve backflow preventer. Provide sleeve In wall for service main and supported at wall, PART 3 EXECUTION developed; materials shall not. produce flaming droplets when subjected to fire. All products or their cartons w%r PVC elbow jackets. caulked and made watertight. 3.01 INSTALLATION shall lbearlabel Indicating conformance to the above D. Provide vapor barrier on all pipe insulation. END OF SECTION A. Install in accordance with manufacturer's instructions,requirements. E. For hot water piping: p P g: Hot water mains: 2" and less require 1" insulation B. Do not operate fans for any purpose until ductwork fa clean, bearings lubricated, and fan has been test tun C. Ex osed round s iral duct shall be double wall type P P Hot Water runouts up to 2" not exceeding 12' in length under observation. with internal insulation. require 1/2" Insulation. C. Install fans with resilient mountings and flexible D. All refrigerant lines shall be insulated with 1/2 inch Hot water runouts longer than 12' require 1" insulation. electrical leads. Install flexible connections Aerotube. K value (conductivity) must be in the range of 0.24 to specified between fan inlet and discharge ductwork. 0.28. Flexible connectors shall not be in tension while D. running. Provide safety screen where fan Inlet or outlet is PART 3 EXECUTION E. exposed. Provide backdraft dampers on inlet of exhaust fans as 3.01 INSTALLATION Indicated. A. Install products in accordance with manufacturer's instructions. END OF SECTION B. Install flexible connections specified between fan inlet and discharge ductwork. Flexible connectors shall not be in tension while running. C. Provide backdraft dampers on inlet of exhaust fans where indicated. D. Prevent passage of unfiltered air around filters with felt, rubber, or neoprene gaskets. E. Locate ducts with sufficient space around equipment to allow normal operating and maintenance activities. F. During construction provide temporary closures of metal or taped polyethylene on open ductwork to prevent construction dust from entering ductwork system. G. Check location of air outlets and inlets and make necessary adjustments in position to conform with architectural features, symmetry, and lighting arrangement. H. Provide balancing dampers on duct take -off to diffusers, grilles and registers, regardless of whether dampers are specified as part of the diffuser, grille or register assembly. END OF SECTION M 10 1ti 12 0 u ON I❑ 0 G C' 11 LMHT Project No., 05100 THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED N1TII,'iVT HIS WRITTEN PERMISSION, w rn (7) iL>L� .v W Q� W =:30 - z >% lil: 3 z 0. U7 N W, 1-. m T . E J U Iln � -E o .Q N ® A o N J O LL c O O vJ 919 0 tt . _J U. r O a> C �P �d VJ � ® r. � -a? r` o'er d L_ U --I X M - LA_A Ld 3 00 coo I I ® 1- L 0 oanrn 0 a ,.. Q a ® O 00 n i- 3: Ln V) any Speculcatlons ®w,% Z: \2005\05100\SP4.dw9 Apr 20, 2005-5: 38pm IA1 o■ ICI IA■ 0■ F1 0M HI 1 1 2 g 3 DIVISION 16 -- ELECTRICAL SECTION 15100 - BASIC ELECTRICAL REQUIREMENTS 1. All outlets, fixtures, and equipment shall be fully connected to proper sources of power supply and left ready for use. 2. Provide all excavation and tamp-backflll as required to complete work. Correct any settling during guarantee period to the Owner's satisfaction. 3. Provide all necessary cutting and patching as required to complete work, patching shall be done by mechanics skilled at their work. All openings shall be filled and matched to conform with fire regulations. 4. Cooperate with other trades: Make known to other trades arrangement of electrical work. Examine work of other trades to avoid any conflicts. Examine drawings of other trades to determine exact equipment locations. Examine manufacturer's shop drawings to determine rough -in requirements. 5. Permits, fees and codes; Pay all costs for permits, fees and inspections required by authorized agencies having jurisdiction over electrical work. Electrical system shall conform to requirements of N.E.C., State, and Local Electric Codes, Local authorities and Utility Company. 6. Equipment manufacturers', other than those listed, will be acceptable upon written approval from Owner. All electrical materials shall be listed and labeled by U.L. and shall conform to NEMA and other industry standards. 7. Provide typewritten directories in branch panel boards with clear plastic shields. Provide engraved plastic name plates on all disconnect switches, motor starters, control devices, and switches in service entrance equipment, S. Tests: Entire electrical system shall be fully tested and corrected of any short circuits, open grounds, faulty wiring, and incorrect connections. 9. Guarantee: Complete electrical system including all .materials, equipment, and labor shall be guaranteed for a PPeriod of one year beginning with date of acceptance of bullding by the Owner. SECTION 16200 - BASK MATERIALS AND METHODS 1. Section 16100 applies to all work hereunder and shall include conduit, boxes, wire, wiring devices, lighting fixtures, and related materials. 2. Conduit: A. Connections to equipment shall be made with a S-O" flexible liquid -tight conduit with liquid -tight connectors. B. Connections to recessed lighting fixtures shall be made with 6'-0" of 1/2" flexible conduit from a box within 2'- 0" of the fixture. C. Rigid galvanized threaded thickwall conduit with threaded fittings shall be provided In slabs on grade. Conduits below slabs on grade or in earth outside of buildings shall be Schedule 40 PVC with separate grounding conductor per NEC Article 352.60, 2002 edition, where acceptable by Local Codes. Where the use of PVC conflicts with Local Codes, substitute rigid galvanized threaded thickwall conduit painted with two (2) coats of Asphaltum and with two (2) coats applied att Joints after installation. All conduit outside building shall e buried a minimum of 2'-0". D. All other conduit shall be electric metallic tubing with compression type fittings. 3. Concealed boxes shall be 4 inches square galvanized steel with galvanized extension rings, total depth of not less than 2 1/2 inches. Surface mounted boxes shall be cast weatherproof aluminum. 4. Wire: Conductors shall be 98 percent Conductivity Copper of No.12 AWG minimum size. Insulation shall be color coded, and rated for 600 volts minimum. Type THWN shall be used. 5. Wire connectors for sizes No, 10 AWG and less shall be T & B Piggy nuts, Ideal wire nuts, or 3M "Scotchnick". Connectors for wire size No. 8 and larger shall be by T and B or Burndy methods using hydraulic presses and heat shrink insulation kits. 4 1 5 6. Wall switches shall be gray and shall be as follows or approved equal: A. 20 amp, SP 125/277 volt: A and H No. 1991GRY, Bryant No. 4901GRY, or Hubbell No. 1221 CRY. B. 20 amp, 3W, 125/277 volt: A and H No. 1993GRY, Bryant No. ,4803GRY, or Hubbell No. 1223GRY. C. 20 amp, .4W, 125/277 volt: i A and H No. 1994GRY, BryanU No..4904GRY, or Hubbell No. 1224GRY. D. 20 amp, SP, 125/277 volt, with pilot ligght: Arrow -Hart No. 1991-PL, Bryant No. 4901-PL or Hubbell No. 1221-K. E. 20 amp, SP, 125/277 volt, weatherproof: Arrow -hart No, 2991/2881-C or Hubbell No. 1281/1795. 7. Receptacles shall be gray and shall be as. follows or approved equal. Provide other receptacles as indicated on drawings. A. 20 amp, 125 volt, du ex: A and H No, 5362GRY 1), Bryant No. 5362GRY (1), or Hubbell No. 5362GRY (1). t B. 20 amp, 125 volt, twistlock Hubbell No. 2310. C. 30 amp, 250 volt, 3 wire-G A and H No.:5700, Bryant No. 9630FR, or Hubbell No. 9430. D. 50 amp, 250 volt, 3 pole, 4 wire-G; A and H, P and S, or Hubbell No. 8450 with 8452 plug and 4/C No. 8 SO Cord. E. Ground Fault Interrupting, single: A and H No. 53GF62, Bryant No. 53GF62, or Hubbell No. GF 5362. (Provide spring loaded .weatherproof covers where required by code.) F. Clock and Sign Hanger: A and H No. 5708, Bryant No. 2828-GX, or Hubbell No. 5235, Face Plates: Provide face plates for all devices including wall switches, receptacles, telephone outlets, an all wall outlets. Face plates shall be satin finished stainless steel. 8. Lighting fixtures shall be furnished by Contractor as scheduled on drawings. Contractor shall install all lighting fixtures and provide necessary mounting hardware. All recessed lighting fixtures shall be thermally -protected as required by code. A. Contractor shall furnish and Install `one complete set of lamps for all lighting fixtures supplied by the contractor. Provide label in each fixture indicating size and type of lamp corresponding with schedule on drawings. For complete light package quote and information contact: Wayne Douglas, House of Lights, Inc., Box 2809, Sanford, N.C. 27330. Phone: (919) 774-1044, B. Starters: Three-phase units shall be by Square D, Type 8536 with 120 volt coil, N.O. Auxiliary contact and with red pilot (in cover). C. Raceway systems shall be installed to maintain the maximum headroom. Common supports may be used for mechanical and electrical equipment, by coordinating the work with all trades. D. Wire: Use only approved type wire -pulling lubricants for wire No. 4 AWG or I rger. Splice wire only in accessible boxes. Make wire joints mechanically strong before applying the connector, and where tape is used, wrap each joint to the thickness of the original insulation. Clean and polish metallic surfaces before installing conductors. Apply pressure type lugs on standard conductors connected to screw or bolt type connections. E. All wire shall be installed in a conduit and shall be concealed where possible. Where necessary to expose the wiring, the raceway shall be installed as inconspicuously as possible and in straight lines, parallel with the building lines. Cut raceway square, ram, smooth, and make-up tight. Plug ends of raceways during construction and swab -clean before pulling wire or cable. 0 1 8 1 g F. All electrical boxes shall be supported from building structural members independently of the conduit raceways, mechanical systems, or suspended ceiling supports. Recessed boxes shall be protected during construction and shall be cleaned before pulling wire and installing devices. G. Wiring devices: Unless noted otherwise, receptacles shall be installed 22 inches above the finished floor to the top of the box, switches shall be 48 inches above finished floor to the top .of the box. Receptacles noted above work counters and cabinets shall be mounted above the backsplash. Weatherproof receptacles shall be . installed so that the cover protects the device in the open position, Receptacles shall be bonded to metallic boxes or to separate ground conductor per NEC. H. Equipment connections: Provide all necessary motor starters, disconnect switches, controls, conduit boxes, wire, etc., and connect complete to each piece of equipment requiring connections indicated on the drawings. Where equipment ratings differ from that indicated consult the Owner. 1. Lighting fixtures; Fixtures supported .in exposed grid ceilings shall be provided with clips. Fixtures mounted in or on tile ceilings shall be aligned with tiles. Lighting fixtures shall be supported from the building structural members except for exposed grid ceilings where a ceiling supporting wire shall be provided at each fixture corner. J. Cleaning: All equipment, including panel boards, switches, wiring devices, lighting fixtures, wall plates, etc., shall be free of corrosion, dirt, paint spatter or damage of any sort at final acceptance of the work. Contractor shall clean, repair or replace some as instructed by Owner before final payment. SECTION 16400 -- SERVICE DISTRIBUTION 1. Service: Contractor shall verify service voltage and type of termination with local utility company and shall provide necessar revisions and modifications required. Service terminations may either be underground or overhead depending on the utility companys requirement and approval by the Owner. 2. Metering: Contractor shall provide necessary metering facilities Including meter socket current -transformer cabinet, conduit, and other work for metering required by the local utility company. 3. Grounding: All exposed non -current carrying metallic parts of the electrical equipment, including the metallic raceway system and neutral conductor shall be grounded in accordance with N.E.C. Provide a driven ground rod or system of ground rods which will provide an overall grounding resistance less than 25 ohms. Connection between ground rod and grounding electrode conductor shall be made using exothermic welds. Provide connection to metallic water service within the building and additionally to reinforcing steel in the building foundation. All points of grading connections shall be made accessible. 4. Raceways: All raceways shall include and equipment grading conductor pulled with the phase conductors. 5. Panelboards: All panelboards shall be of the dead front circuit breaker type with mains, copper bus bars, and branch circuit breakers as shown in the panel board schedules. All panel boards and cabinets shall be so labeled. Panel board assemblies shall be enclosed in code gauge steel cabinets with ample wiring gutters on top, sides, and bottom. Cabinets shall be complete with trim and doors with combination catch and lock, all locks keyed alike, and two (2) keys furnished for each lock. Cabinets, trim, and doors shall be finished as In standard with the manufacturer. Cabinets shall be for surface or flush mounting as Indicated on the various panel board schedules and shall be 20 inches wide minimum. All branch circuit breakers shall be 20 ampere trip unless otherwise shown. A. 120/208 volt lighting and appliance panelboards shall be Siemens type NLA or Square D. B. Power panelboards with mains 400 amps and larger, shall be Siemens Type NLA or Square D. 8 1 g C. Circuit breakers shall be thermal -magnetic trip, trip - free, quick -make on manual or automatic operation, and shall indicate tripping by the position of the handle midway between off and "on". All multiple circuit breakers shall be single handle, common trip, no handle ties shall be used. D. Ponelboard locations shown on the drawings are schematic. If there is a �uestlon about the exact location of any panel board, the contractor shall verify with the Architect. E. Panelboards shall be mounted with the top circuit breaker a maximum of 6 feet 7 inches above the floor. F. Where two or more panelboards are located adjacent they shall be mounted so that their bottom edges are in alignment. G. Each panel board shall be provided with a neatly type directory which completely identifies the utilization of each circuit. H. The etched laminated plastic identification plate for each panelboard shall show the panelboard identification, voltage and Its feeder designation. 6. HVAC disconnect switches shall be furnished by the Electrical Contractor. All disconnect switches shall be normal duty type NEMA ND, fused unless noted otherwise, and with operator Interlocked with the door so door can be opened only in the off" position. Switches shall be manufactured by General Electric, Square D, or Westinghouse. 7. The main pole sign and building signs shall be turned on by Tlmeclock number 1. 8. Smoke detectors shall be Provided in accordance with state and local code requirements. 9. The electrical contractor shall run a 2 inch PVC conduit from the telephone panel to the street. Coordinate final termination point with the Local Telephone Company. 12 U 0 LMHT Project No. 05100 THIS URAWING IS THE PROPERTY or THE ARCHITECT AND MAY NOT BE REPRODUCEO OR USED WITHOUT HIS WRITTEN PERMISSION u7 ITO cs l► a) I>IMR > n. v W e ;25 L W M � '' ID •-- rL n U) ' .w oz e ..� E o ^" U `o "' tx o -E Q N=1 a Ic I to • i G NJ x D O -- X M O d' � Q F0 � Fes_ u7 00 0 _4­rn01) ' (D 0�.. °O L0 V) �O a 1- r ELECTRICAL SPECIFICATiONS bw0. �rP 5 Z: \2005\051OO\SP5.dw9 May 18, 2005-4:41pm L a • t F F� 0 i y4 QA F - AMP— DD OWAE CE � S my t - {.. 5 - Towne Center Circle ooter's Permit number: 5- 997