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McDonald's Indrio Crossing 95100362
BOARD OF COUNTY COMMISSIONERS Mr. Joseph Schulke, P.E. Knight, McGuire & Associates Inc. 2901 Cardinal Drive Vero Beach, FL 32963 PUBLIC WORKS DEPARTMENT FtORiOP Subject: McDonald's - Indrio Crossing Paving, Grading and Drainage Approval Dear Mr. Schulke, Enclosed are Two (2) sets of construction plans for the above "approved". November 9, 1995 project marked Because you are acting as the Developer's representative, it is your responsibility to distribute the extra set(s) of approved plans to the Contractor and Developer. Please notify the County Engineering Division of the date, time and location of the pre - construction meeting for this project. Attendance by our Engineering Division representative will help insure better coordination with our Construction Inspector and will also be an opportune time to address any questionable items. We"will require two (2) sets of signed, sealed and dated blueprint record drawings and a mylar sepia with the engineers final certification prior to final approval and release for Certificate of Occupancy. Preparations shall be in accordance with Section 11.03.03 of the St. Lucie County Land Development Code. If we can be of further assistance, please call me or Mr. David Hays at 407-462-1707. Sincerely, Donald B. Wes1t, P.E. County Engineer t Att. cc: . Hyland, Building and Zoning )Isrdcr No 5 HAVERT L IFENN, n,rnct No. 1 KEN SATTLER, District No 2 • DENNY GREEN.Disrncr No. 3 GARY D. CHARLES Distna No. 4 CLIFF BARNES Di, County Adminisrrotof-Thomos R.L. Kindred 2300 Virginia Avenue + Fr. Pierce, FL 34982 ' Public Works (407) 462 1485 • FAX (407) 462 2362 63 Division of Engineering (407) 462-1707 Fox 462-2362 • Division of Rood G Bridge: (407) 462-2511 FAX 462-2�, Division of Solid Waste (40) 462-1768 FAX 462-6987 TDD{407) 462-1428 ST. LUCIE COUNTY -FT PIERCE FIRE DISTRICT BUILDING PLAN REVIEW P. O. BOX 3030 Telephone: 407462.2312 Ft. Pierce, FL 34948.3030 FAX: 4074624325 JURISDICTION: St Lucie County PROJECT NAME: Mc Donald's_ CONTRACTOR: R.atley Construc ARCHITECT: David Knight_ BUILDING OWNER: Nlc Donald's Co BUILDING LOCATION: Indrio Rd OCCUPANCY TYPE: Mercantile GROSS SO FOOTAGE: 1414 sq ft OCCUPANT LOAD: CONSTRUCTION TYPE: NFPA #220 _III NEW CONSTRUCTION X TENANTIMhROV FPB #: 6509 BLDG DEPT #: _ 95-100362 ion_ PHONE #: 407-960-0307 PHONE #: 407-231-2533___ REVIEW DATE: 10-20-95 # OF STORIES: 1 AUTO SPKLS: Yes No NET SO FT: BASED ON: 100, sq ft per person (200) SBCCI -V-(UN( RENOVATION_ _ ADDITION. SHELL ONLY - The Fire Marshal requires 24 hour notice on all inspections. #*****#*********k*kk***kkk*************k*k*1t*****#****k*********kk************k********k**#**k#*kk*****#**kk****#*N*k A separate permit is required for the installation of the fixed fire protection system installed in the hood and duct system. Provide a minimum of 4013C rated fire extinguisher for the kitchen area and a 2A-106C for seating area. M DATE: /C-' 2-,-% Sheet / of Ac s Nil 67,/4010,. Whuif, Building Performance Method for Commercial Buildings r, ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-94 Version 2.1A PROJECT NAME_McDonalds 1100 STORE ADDRESS: INDIO RD & KINGS HIGHWAY_ ST. LUCIE COUNTY OWNER: _MCDonalds AGENT: BUILDING TYPE: _Restaurant < '100 People_ CONSTRUCTION CONDITION: New construction DESIGN COMPLiETION: Finished Building Form 40OA-94 PERMITTING OFFICE: _Fort Pierce CLIMATE ZONE: 6 PERMIT NO: JURISDICTION NO:_661100 CONDITIONED FLOOR AREA: 1500 NUMBER OF ZONES: 1 MAX. TONNAGE OF EQUIPMEN_T PER SYSTEM: 10 COMPLIANCE CALCULATION: METHOD A DESIGN CRITERIA RESULT ------ ----------------- A. WHOLE BUILDING ------ 64.14 -------- 100.00 PASSES PRESCRIPTIVE REQUIREMENTS: LIGHTING EXTERIOR LIGHTING 175.00 176.00 PASSES LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1. EER 8.90 8.90 PASSES IPLV 8.30 8.30 PASSES HEATING EQUIPMENT 1. Et 1.00 N/A AIR DISTRIBUTION SYSTEM INSULATION LEVEL 1. Conditioned Space 4.20 0.00 N/A WATER HEATING EQUIPMENT 1. SL 0.01 0.01 PASSES PIPING INSULATION REQUIREMENTS 1. Non -Circulating 1.00 1.00 PASSES COMPLIANCE CERTIFICATION: I hereby certify that the plans and Review of the plans and specifica- specifications covered by this calcu- tions covered by this calculation lotion ar)rgy in c pli ce with the indicates compliance with the Florida Eency Code. Florida Energy Efficiency Code. PREPARED Before construction is completed, HATE: ✓ this building will be inspected for compliance in accordance with I hereby certify that this building is Section 553.908, Florida Statutes. in compliance with the Florida Energy BUILDING OFFICIAL: Efficiency Code. DATE: OWNER/AGENT- DATE, I hereby certify(*) that the system design is in compliance with the Florida EnerVy Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE ARCHT'rECT : MECHANICAL PLUM4ING _ ELECTRICAL:_ LIGHTING (*) Signature by registered be used where is required where Florida law requires design to be performed design professionals. Typed names and registration numbers may all relevant information is contained on signed/sealed plans. BUILDING INFORMATION COMPLIANCE CHECK 401.------GLAZING--ZONE 1------------------------------------------------ v- Elevation Type U SC VLT Shading Area(S- ft) --------- ---- ---- ------------------ Northwest Commercial 1.09 .84 .5 None 145 67 Southwest Commercial 1.09 .84 .5 None 132 Northeast Commercial 1.09 .84 .5 None 22 Southeast Commercial 1.09 .84 .5 None 366 Total Glass Area in Zone 1 = Total Glass Area = 366 402.------WALLS--ZONE 1---------------------------------------------- U Added R Gross(Sgft) --- Elevation Type ------------ _ ----------- _ ----- Southwest L & Hvywt. Concrete Block: 8" He 0.172 0 543 Northwest L & Hvywt. Concrete. Block: 8" He 0.172 0 145 26 Southeast L & Hvywt. Concrete: Block: 8" He 0.172 0 Northeast L & Hvywt. Concrete Block: 8" He 0.172 0 1478 34 Total Wall Area in Zone 1 = Total Gross Wall Area = 1434 403.------DOORS--ZONE 1------------------------------------U----------- Area(Sgft) --- Elevation Type - ----- ---------- --------- ------------------------------------------ North 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 21 Total Door Area in Zone 1 = 21 Total Door Area = 21 404.------ROOFS--ZONE 1------------------------------------------------ --- Color U Added R Area(Sgft) Type ------ ----- ------- ---------- WOOD FRAME Medium .046 0 1500 Total Roof Area in Zone 1 = 1500 Total Roof Area = 1500 405.------FLOORS-ZONE 1------------------------------------------------ R Area(Sgft) --- Type------ -------- ------------------------------------------------ Slab on Grade/Uninsulated 0 1500 Total Floor Area in Zone 1 = 1500 Total Floor Area = 1500 406.------INFILTRATION -------------------------------------------------- --- (CHECK Infiltration Criteria in 406.1.ABC.1 have been met. 407.------COOLING SYSTEMS----------------------------------------------- --- Type No Efficiency IPLV ------------------ Tons ------------- 1. Air Cooled ( >= 65,000 Btu/h 2 8.9 8.3 10.00 408.------HEATING SYSTEMS----------------------------------------------- BTU/hr --- Type No Efficiency ---------------------- ------------ 1. Electric Resistance 2 1 66000 409.------VENTILATION ---------------------------------------------- Ventilation Criteria in 409.1.ABC.1 have been met. 1 410.-----AIR DISTRIBUTION SYSTEM ---------------------------------------- AHU Type Duct Location R-value ---------------------------------------------------------------- 1. Split / PTAC Air Conditioner Conditioned Space 4.2 411.-----PUMPS AND PIPING -ZONE 1--------------------------------------- Type R-value/in Diameter Thickness --------------------------------------------------- 1. :don -Circulating 3.7 1 1 412.-----WATER HEATING SYSTEMS -ZONE 1 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallons ------------------------------------------------------------- 1. > 12 kW .97 .008 81000 50 413.-----ELECTRICAL POWER DISTRIBUTION---------------------------------- ICHECK Metering criteria in 413.1.ABC.1 have been met. Transformer criteria in 413.1.ABC.2 have been met. 414.-----MOTORS ---------------------------------------------- Motor efficiencies in 414.1.ABC.1 have been met. 415.-----LIGHTING SYSTEMS -ZONE 1 ---------------------------- Space Type No Control Type 1 No Control Type 2 No Watts ---------- ----------------- ----------------- --- ------ Fast Food/ 1 On/Off 5 None 0 2775 Total Watts for Zone 1 = Total Area for Zone 1 = Total Watts = Total Area = Lighting criteria in 415.1.ABC have been met. Area(Sgft) 1500 2775 1500 2775 1500 ICHECK ------------------------------------------------------------------ 16. HVAC load sizing has been performed. (407.1.ABC.1) ------------------------------------------------------------------ 17. Duct sizing and design have been performed. (410.1.ABC.1.2) ------------------------------------------------------------------ 18. Testing and balancing will be performed. (410.1.ABC.4) ------------------------------------------------------------------ 19. Operation/maintenance manual will be provided to owner.(102.1) "s, �® environmental NP Ceotechnical mn � Construction Consulting • Engineering • Testing �o: McDonald's Corporation 5200 Town Center Circle Suite 600 Boca Raton, Florida 33486 Ms. Belusko: September 6, 1995 Project N4 771-55112 Attention: Ms. Lydia G. "Belusko Real Estate/Construction Coordinator Report of Subsurface Exploration and Foundation Evaluation, Proposed McDonald's Restaurant, N.E. Corner of King's Highway (S.R. 713) and Indrio Road, St. Lucie County, Florida. Location code: 009-1508 l has conducted a subsurface exploration and foundation evaluation for the proposed :Donald's Restaurant to be constructed at the northeast corner of King's Highway (S.R. 713) 1 Indrio Road in St. Lucie County, Florida. Our services were provided in accordance with • Proposal No. P-397-264 dated August 3, 1995. summary of our findings and recommendations is provided in the Executive Summary section this report. The results of this exploration, together with our recommendations for the ilding foundation design and, site preparation, are to be found in the accompanying report. e appreciate the opportunity to work with you on this project. Please do not hesitate to contact undersigned if you have any questions about the report or if you need additional information. Ghosh, E.I. Engineer 12.RPr Kevin E. Aubry, .E. Department Manager - Geotechnical Services Metrocetme a — , gone 1 • vvest Palm. Beach, FL 33407 • phone 4071689-3400 Fax McDonald's Corporation Project N° 771-55112 EXECUTIVE SUMMARY 1 Exploration and evaluation of the subsurface conditions have been made at the site of the proposed McDonald's Restaurant to be constructed at the northeast corner of the intersection of King's Highway (S.R. 713) and Indrio Road in St. Lucie County, Florida. Test borings have been drilled and the samples of materials recovered from the borings have been visually examined and classified. The data have been carefully evaluated in light of the project information provided by Ms. Lydia Belusko and Mr. Clark Bridgeman of McDonald's Corporation. The results of the exploration and evaluation indicate that conventional spread footings are the most suitable type of foundation for support of the proposed structure after the site preparation recommendations, presented in this report, have been implemented. The site stratigraphy and our recommendations for foundation design and related construction are summarized below. • The test borings disclosed most of the site to be mantled by two to four feet of relatively clean loose sands. Medium dense sand with some sand size shell fragments underlies the surface soils to depths of about six to eight feet below grade and are followed by medium dense silty to clayey sands to terminal limits of the borings (maximum of 15 feet). However, in one of the borings, the silty to clayey sand layer was not present and the sand and shell layer extended to termination depth of exploration. • Spread footings may bear on the existing sandy soils which mantle the site once they have been densified. We recommend the footings be designed using a maximum allowable soil bearing pressure of 3000 pounds per square foot (psf). We estimate that the total settlement of the footings will be less than 1/2 inch. Differential settlement between adjacent foundations is expected to be one-half of the total settlement. Distortions that occur along the wall footings due to differential settlement should not be more than 1 in 1000. • Site preparation in the building and pavement areas should include normal stripping of existing vegetation (grass) and the removal of any topsoil. After stripping, the subgrade should be levelled and densified prior to the placement of the subfloor fill and prior to excavations being made for the foundations. The ground floor slab for the building may be a conventional slab -on -grade constructed on compacted granular fill. fl " .�® McDonald's Corporation Project N2 771-55112 Authorization ►01 This report presents the results of a subsurface exploration and foundation evaluation for the proposed McDonald's Restaurant to be constructed at the northeast corner of King's Highway (S.R. 713) and Indrio Road in St. Lucie County, Florida. Our services were provided in accordance with our revised proposal for Subsurface Exploration (PSI Proposal No. P-397-264) dated August 3, 1995. Authorization to perform this exploration and evaluation was verbally given by Mr. Clark Bridgeman of McDonald's Corporation. Purpose The purpose of this exploration was to evaluate the subsurface and groundwater conditions at the site and to recommend a type and depth of foundation system suitable for the proposed building as well as to provide criteria for the architects and engineers to use in preparing the foundation design. Scope The scope of this study included subsurface exploration, field testing, engineering analysis and evaluation of the foundation materials. The scope of services did not include any environmental assessment for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, groundwater, or air, on or below or around this site. Any statements which appear in this report or on the boring logs regarding odors, colors or unusual or suspicious items or conditions are strictly for the information of the client. General The general analysis of the foundation conditions reported herein is considered sufficient in dFtad and scope to form a reasonable basis for the foundation design. The recommendations sub efitted for the proposed building are based on the available subsurface information and theel sign details furnished. ald's Corporation 3 N° 771-55112 there are any revisions to the plans for the proposed structure, or if deviations from the )surface conditions noted in this report are encountered during construction, PSI should be ained to determine if changes in the foundation recommendations are required. If PSI is not ained for these functions, PSI will not be responsible for the impact of those conditions on performance of the structures. understand that the planned construction will include a one-story CBS restaurant with a slab- -grade floor, a monument sign and associated pavements. The building will house a :Donald's Restaurant. Construction will employ load bearing masonry walls and isolated lumns. Structural information for the proposed one-story building and monument sign has not ;n provided. However, design criteria specify that a minimum allowable soil bearing pressure 2,000 psf is required for the building. For foundation evaluation purposes we have assumed .t the individual column loads will not exceed 50 kips and that the bearing wall loads will not :eed 3 kips per lineal foot (klf) in the building. The monument sign will be supported on •ead foundations and it is not expected to transfer load in excess of 2 klf. vement areas for parking and driveway access are planned as part of the construction. The )posed pavement areas will encircle the restaurant. Entrances/exits will be provided along ags Highway (S.R. 713). Traffic across the new pavement areas is expected to be moderate heavy and consist primarily of automobiles, light -duty trucks and occasional heavy-duty he finished floor elevation for the building as well as the finished grade for the parking lot have i'lot been established. We assume that the finished grades will be several feet above existing grade. Therefore structural fill will likely be required to bring the site to the desired grades. Zvi ald's Corporation N4 771-55112 DESCRIPTION OF SITE M The i ite for which this subsurface exploration has been made is identified outparcel "B" of the Indrib crossings shopping center. It is located at the northeast corner of the intersection of King s Highway (S.R. 713) and Indrio Road in St. Lucie County, Florida. The outparcel is contained within Section 13, Township 34 South and Range 39 East. The site has the shape of a quadrangle with unequal sides the longest of which lies parallel to King's Highway. We have appe ded a Vicinity Map which identifies the location of the site with respect to existing streets and 1 ndmarks. This map is presented on Sheet 1. The ite conditions were observed by a representative of PSI on August 21, 1995. The site is prese tly vacant. The topography of the property was observed to be relatively sloping from the mest boundary to the southeast section and covered with grass. Some standing water was noted near the southeast section of the property after a heavy rainfall. The t ck mounted drilling equipment used for the subsurface exploration did not experience any diffi lty in moving around the site. FIELD EXPLORATION The field exploration to evaluate the engineering characteristics of the foundation materials included reconnaissance of the project site, drilling of the test borings, performing Standard Penei ration Tests and recovering split spoon samples. Water level measurements were recorded in ea h of the test borings after their completion. In addition one borehole permeability test was perfo med to determine the hydraulic conductivity of the surface soils. i% McDonald's Corporation 5 Project Ns 771-55112 Exploratory Borinzs Five (5) 15 foot deep Standard Penetration Test (SPT) borings were drilled at the project site. SPT borings B-1 through B-4 were drilled in the area of the proposed one-story structure. Boring B-5 was drilled at the proposed monument sign location. In addition, two auger borings were drilled in the pavement areas to a depth of 5 feet below existing ground surface. The borings were drilled at the locations selected by McDonald's Corporation and PSI. These locations are shown on the Boring Location Plan presented on Sheet 2. The SPT borings were advanced by rotary drilling with a %-inch diameter tri-cone roller bit using bentonite mud as drilling fluid. Straight augering techniques were used for the auger boreholes. Samples of the in -place materials were recovered at regular vertical intervals using a standard split spoon driven with a 140 pound hammer freely falling 30 inches. Samples of the subsurface materials obtained from the borings were field classified and then transported to our laboratory in sealed jars for further classification by a soils engineer as per the Unified Soil Classification System (ASTM D 2487). The borings were located in the field by a representative of PSI utilizing normal taping procedures. They are presumed to be accurate to within a few feet. After completion of the test borings, the drill holes were backfilled with excavated soil and the site was cleaned as required: Borehble Permeability Test One borehole permeability test was performed at the site in general accordance with the South Florida Water Management District (SFWMD) procedures for the "Usual Open Hole Constant Head" test. The test was performed in a 4-inch diameter augered borehole advanced to a depth of 6 feet below the existing ground surface. Solid stem augers were used to drill the borehole. A 2-inch perforated PVC pipe was set in the borehole prior to retrieving the augers. Silica sand was placed around the perforated pipe to preclude caving of the borehole. Water was then pumped into the cased borehole in order to raise the ambient water level to near the ground surface. Once the inflow stabilized with the outflow rate, the average pumping rate and the elevation of the water surface obtained with this stabilized flow rate were recorded. A hydraulic conductivity value was determined from the test result and is tabulated below. The hydraulic conductivity value is reported in units of cubic feet per second per square foot of seepage area per foot of head (cfs/ftl-ft). ild's Corporation 6 N2 771-55112 Test Location Hydraulic Conductivity (cfs/ft'-ft head) P-1 1.67 x 104 iterials encountered at the test site were identified in the field, from cuttings brought to the -face by the augering process. Representative samples of the in -place materials were placed glass jars and transported to our laboratory for verification by a geotechnical engineer. tiled information about the subsurface conditions encountered at the percolation test locations the results of the percolation tests are presented on the Boring Logs and the Summary of olation Test Results, in the Appendix, respectively. SUBSURFACE CONDITIONS surface materials encountered in the borings have been visually examined and classified and described on the boring logs. The results of the Standard Penetration Tests and water level -rvations are also presented on the boring logs on Sheet 3. sentative samples of the materials recovered from the borings were placed in sample jars. are now stored in the laboratory for further analysis if desired. Unless notified to the ry, all samples will be disposed of after 60 days. he stratification of the profile components as shown on the boring logs represents the s bsurface conditions at the actual boring locations. Variations may occur within a short stance from the borings. Lines of demarcation represent the approximate boundary between e types of materials encountered, but the transition may be gradual, or not clearly defined. is to be noted that, whereas the test borings are drilled and sampled by experienced drillers, is sometimes difficult to record changes in stratification within narrow limits. onald's Corporation ct N° 771-55112 7 The test borings generally disclosed the site to be mantled by 1 to 4 feet (thick) of relatively clean sands a layer of sand with some sand sized shell fragments that persists to depths of 6 to 8 feet. Clayey to silty sands occur next in the profile and extend to the terminal depth of exploration. However, in one of the borings (B-4), the clayey to silty sand layer was not present and the sand and shell layer extended to the termination depth of exploration. Also, in boring B 5 a two foot thick layer of organic stained sand was found immediately below the ground s face. detailed description of the interlayering of the subsurface materials is provided on the boring ;s presented on Sheet 3. The relative density of the in -place soils was evaluated from the ults of the Standard Penetration Tests conducted during the drilling operations. The results licate that the soils with upper 2 feet of the profile are loose while those below 2 feet to the minal limits of the borings are medium dense. idwater levels were measured in the open boreholes upon completion of the drilling and ing activities. The water levels measured in the test borings ranged from 0.2 to 1.4 feet the existing ground surface. Variation of the groundwater level depth over the entire site ibuted to the sloping nature of the ground surface, which gradually descends from the -n boundary to the southeast section. However, please note that groundwater levels in °ast Florida fluctuate seasonally as a function of rainfall and the infiltration rate of the soil. fore, at a time of the year different from the time of drilling, there is a possibility of a -- in the recorded levels. We estimate that the measured groundwater levels indicate a wet i due to significant rainfall infiltration experienced during Tropical Storm Jerry: OUNDATION EVALUATION T e subsurface conditions of the site lend themselves to support of the proposed building and th monument sign using conventional spread foundations. These foundations may be -o structed after the site preparation recommendations presented in this report have been im lemented. ild's Corporation N4 771-55112 I sed upon the selected finished floor elevation for the building, the foundations may be based the existing sands once densified and/or engineered fill. Preparation of the site to receive new construction should include stripping of the existing topsoil, and placement of compacted nular fill for the building pad and parking areas. recommend that the building and monument sign be supported on conventional spread )tings. The spread footings should bear on the compacted native sands, or alternately, on mular engineered fill. The footings should be designed using an allowable bearing pressure 3000 pounds per square foot. footings should be placed at least 18 inches below the finished exterior grade in order to ide confinement. We recommend that the footings supporting isolated columns have a mum width of 24 inches and that continuous footings have a minimum width of 18 inches, if that dimension produces a bearing pressure less than the allowable. The purpose of ing the minimum footing size is to prevent a "punching" shear failure and to reduce the bility of bearing on an isolated weak zone. allowable bearing pressure refers to dead and normal live load conditions. It may be ased by 25 percent for total loads, including wind forces. The weight of the footing rete and soil backfill may be neglected in the foundation sizing computations. e amount of settlement that a structure founded on granular materials will experience is marily governed by the compressibility of the materials, the sizes and depths of the indations, and the pressure imposed on the supporting materials. Based on the field test data ained, our experience with similar structures and empirical relationships for bearing capacity l settlement, we estimate that the maximum total settlement of the foundations for the one- ry structure will be less than 1/2 inch provided the column and wall loadings do not exceed kips and 3 kips per foot respectively. ald's Corporation NQ 771-55112 0 Diuld ferential settlement between adjacent foundations should be approximately one-half of the tsettlement. Distortions that occur along the wall footings due to differential settlement s not be more than 1 in 1000. The granular materials which will provide support to the footings have low compressibility and any settlement due to pressure applied by the foundations is likely to occur almost immediately u on application of the loads. In this case, nearly all of the settlement of the foundations due to dead loads is expected to take place during construction. The portion of the settlement due to the live loadings of the structure will generally take place soon after the first application of th s load.: recommend the procedures described in "Site Preparation" section of this report be used to pare the floor slab subgrade. Slab -on -grade construction may then be employed for the and floor of the building. The floor slab should be suitably reinforced to make it as rigid .)ractical. Proper joints should be provided at the junctions of the slab with the walls and imps so that a small amount of independent movement can occur without causing damage. If moisture intrusion into the floor slab is not desired, an impermeable membrane should be iristalled on the soil subgrade before the slab is cast. Normally, a 6-mil thick polyethylene film is satisfactory as a subgrade moisture barrier. However, some floor coverings may have a comparatively sensitive tolerance to moisture flux that a thin polyethylene film cannot suppress. Under these conditions, other types of moisture membranes may need to be considered. CONSTRUCTION CONSIDERATIONS Site Preparation recommend that topsoil, which includes mineral soil with vegetative root systems be stripped n the building and parking', areas. Where the above site preparation procedures create ivations below the final proposed grades, the excavations should be brought to final grades i engineered fill as specified in this report. stripping is completed, the building area should be leveled and the surface soils densified to the placement of the subfloor fill. Densification of the soils should be performed in the .ng footprint plus a 5-foot wide perimeter extending beyond the outside lines of the ure and pavement areas. 31d's Corporation 10 N2 771-55112 surface soils in the building footprint plus a 5-foot wide perimeter extending beyond the er lines of the structure and the pavement areas should be densified with a self-propelled ratory roller which imparts a dynamic drum force of not less than 27,000 pounds (Raygo idel 404-B or equivalent). 'Density control should be exercised in the upper 12 inches of the igrade. Soils in this interval should be compacted to 95 percent of the Modified Proctor ximum dry density determined per ASTM D-1557. Frequent wetting of the subgrade may necessary during the rolling operations to prevent drying and loosening of the upper 6 to 12 hes of soil. Subgrade soils beneath footings should be densified to an equivalent relative npaction to a depth of at least 12 inches below the foundation bearing level. oper control of the placement and compaction of new fills for the project should be provided a representative of the Geotechnical Engineer. The fill materials should be placed in lifts not ceeding 12 inches in loose' thickness. Each lift should be compacted to a minimum of 95 rcent of the Modified Proctor maximum dry density near the optimum moisture content as termined by ASTM D-1557. Fill to be compacted with a vibratory plate or walk behind )ratory roller should be placed in lifts not exceeding six inches in loose thickness. is imperative that any fill supporting footings or floor slabs be placed, compacted and tested accordance with the specifications of this report in order to adequately support the footing and for slab loads. The tests should be performed by a qualified soils technician working under supervision of a Geotechnical Engineer in accordance with appropriate ASTM procedures. iy fill with less than the recommended relative compaction should be recompacted until the luired density is obtained prior to the placement of subsequent lifts or conciete for netn'rtnrae structural fill should be free of organic matter and consist of granular soil containing less n 10 percent material passing the No. 200 mesh sieve. The fill material may be composed either clean sands or crushed limerock (or coquina). The crushed limerock (or coquina) ittld have no particle size in excess of three inches and have a Unified Soil Classification ;ten designation of SP, GP or GW. McDonald's Corporation 11 Project N° 771-55112 Groundwater Control Based on the water level measurements made during the drilling operations, dewatering may be required for excavations depending upon the final floor elevation, and the groundwater levels existing at the time of construction. Groundwater can generally be lowered one to two feet by pumping from barrel sumps located in perimeter ditches or pits. All sump inlets should be located outside the bearing areas to avoid loosening the surrounding soils. The groundwater level should be maintained at least one foot below the bottom of the excavations made during construction and two feet below the surface upon which vibratory compaction operations are conducted. If greater groundwater lowering is required, or where more positive groundwater control is desired for prolonged periods, a single -stage, fully -sanded vacuum wellpoint system may be required. Foundation Construction Disturbance of the granular soils caused by the excavating equipment and pockets of loose soil that were not disclosed by the borings can occur at the foundation bearing elevation. For this reason, it is recommended that the soils exposed at the bottoms of the footing excavations be compacted in -place. The upper twelve (12) inches of these soils should be compacted to achieve not less than 95 percent of the Modified Proctor maximum dry density as determined by ASTM designation D-1557. If the footing bearing materials become disturbed due to surface water resulting from precipitation and runoff, the disturbed soils should be overexcavated and replaced with compacted crushed limerock. PAVEMENT DESIGN Flexible pavement structures in this geographic area typically consist of an asphaltic concrete wearing course, limerock base course and a stabilized subgrade. Typical pavement component thicknesses are presented below: TYPE OF M IERIAL DESCRIPTION LAYER THICKNESS PAVEMENT (INCHES) Flexible Asphaltic Concrete 1.5 Base course (LBR=100) 6 Stabilized subgrade (LBR=40) 12 McDonald's Corporation Project Ns 771-55112 The base course materials in the pavements should consist of crushed limestone (or coquifla) having a minimum Limerock Bearing Ratio (LBR) of 100. Base materials should meet the requirements presented in the latest revisions of the Florida Department of Transportation "Specifications for Road and Bridge Construction", Section 911 (limestone) or Section 915 (coquina). The base course should be compacted to at least 98 percent of maximum dry density (ASTM D-1557). The subgrade should be stabilized to a depth of 12 inches to achieve a minimum Limerock Bearing Ratio (LBR) of 40. This can be achieved by blending base materials with the existing sandy subgrade soils. The required mixing ratio should be determined by laboratory testing, although we expect this ratio will be about 3 parts sand to 1 "part base rock, by volume. The stabilized subgrade should be compacted to at least 98 percent of maximum dry density (ASTM D-1557). Where semi -trailers or dumpsters are to be parked on the pavement, so that a considerable load is transferred from relatively small steel supports, it is recommended that rigid concrete pavement be constructed. In addition, the apron utilized for unloading the dumpsters by heavy duty -trucks should also be provided with a rigid pavement. A minimum portland concrete pavement thickness of 6 inches is recommended for the project if a rigid pavement is employed, The concrete should be reinforced to withstand the traffic loadings anticipated and jointed to reduce the chances for crack development. The minimum rigid pavement thickness recommended above is based upon concrete with an unconfined compressive strength of 3500 pounds per square inch (psi) and a modulus of rupture of 450 psi. Site earthwork preparation procedures as discussed in the above sections would be appropriate for pavement areas. Specifically, this will involve removal of existing vegetation and stripping of root systems prior to engineered fill placement. Fill that may be required to raise grades in paving areas should be compacted to at least 98 percent of maximum dry density (ASTM D- 1557). GENERAL CONDITIONS The Geotechnical Engineer warrants that the findings, recommendations, specifications, or professional advice contained herein, have been presented after being prepared in accordanoe with general accepted professional practice in the field of foundation engineering, soil mechanics and engineering geology. No other warranties are implied or expressed. McDonald's Corporation Project N° 771-55112 13 After the plans and specifications are complete, it is recommended that PSI be provided the opportunity to review the final design and specifications, in order to verify that the earthwork and foundation recommendations are properly interpreted and implemented. At that time, it may be necessary to submit supplementary recommendations. This report has been prepared for the exclusive use of McDonald's Corporation for the specific application to the prpposed construction. R1% APPENDIX -M SUMMARY OF BOREHOLE PERMEAB1LITy TEST RESULTS Proposed McDonald's Restaurant Indrio and Kings Highway Lakewood, Florida PSI PROJECT NO. 771-55112 Diameter Groundwater Level Below Existing - Depth Ground Surface Average K, Hydraulic Date of Hole (Feet) Flow Conductivity o. Performed (Feet) (gpm) (cfs/ft=- Ft.Head) Hole (Inches) Casing (Inches) Prior to Test During Test P-1 8/28/95 4 2 6 1.9 0.0 0.9 1.67xl04 Note:, (I) The above hydraulic conductivity value is for a french drain installed to the same depth as the borehole test. The value represents an ultimate value. The designer should decide on the required factor of safety. (2) The hydraulic conductivity was calculated based on the South Florida Water Management District's Usual Open Hole Constant Head test procedure. - �� �onailO�vO NOTES BP 0 0 3 (o a PR MUST BE ATTACHED TO BUILDING PLANS DATE / 1 /o/ O-C-- F j hzz y h i% Q �yCh 0 Qi4. QCt eo U eQ wm a�n �g/ NOTES BP 9 ,S PR MUST BE ATTACHED TO BUILDING PLANS DATE /o// e ST.LUCIE COUNTY ROAD IMPACT FEES CALCULATION CFORM: Name of Feepayer pp t / Address �U 78 / J Pim 9,0jLJn Date C7 /a% Permit Road Benefit and Collection Zone # m &I-n� 8 6 The impact fee calculated erein has been determined based on the fee schedule adopted in St. Lucie County Ordinance 85-10, effective February 1, 1986,iamended March 1, 1990. ---------=--- --- --=------------------- IMPACT FEE CALCULATIONS LAND USE FEE PE R R UNIT TOTAL. TYPE UNIT IMPACT FEE ZIC6 /7) ,.# UNI # SQ FT (1000) aI�_ # PARKING SPACES # STUDENTS y 7(X) [ _ '�lll'I) (ibtl(l t lIk� lQ � fi(tl J y n� a RD OF COUNTY Mr. SSIONERS COMMUNITY DEVELOPMENT ADMINISTRATOR TERRY L. VIRTA, AICP November 10, 1992 James F. Basque, Esq. ral Deposit Insurance Corporation 1 Division Box 725003 ndo, Florida 32822 ject: Indrio Crossings Shopping Center Your file. reference: 4400 - Southeasa Bank/Jedi, Inc.. Miami, Florida - In Receivership Asset Name: ORE: Ring Highway/Indrio Road Asset No.: 741-01 Mr. Basque: In response to your inquiry of October 7, 1992, please be ised that, of the original $87,872.71 Road Impact Fee credit due the developers of the Indrio Crossing Shopping Center, only ,852.27 remains to :be used. The balance of the credit was used the final development permitting of the structures that are now sent on this site. I trust that this is of some use to you. If you have any ions, please let me know. Sin y,� Terry ta, A Develo ment Administrator LV/DJM/me NDCR1(1) c: County Attorney Growth ManagementDirector', H4WAT I. FENN. DisMa No. 1 • JUDY CULPEPPER District No. 2 • JACK KRIEGER Dania No. J • R. DALE TREFELNER. DiStria No. 4 • JIM MINIX. Disroa No. 5 2300 Virginia Avenue • Fort Pierce, FL 34982-5652 Administrator: (407) 468-1590 • Growth Monogemenc (407) 468-1553 • Planning: (407) 468-1576 Property Acquisitions: (407) 468-1720 • Codes Compliance: (407) 468-1571 PORT ST. LUCIE TELEPHONE NO. (407) 878-4898 a " Rec Fee: ,60 DOUGLAS DIXON ( St. Lucie County 09561.00250 Add F°ef .� 3033D/031390 1 Q G 1 S 3'j Doc Tax f " Clerk of Circuit Court lot Tax S By .+ eputy Clerk This Instrument Prepared By Total$ 11�-- and Should Be Returned ;To: Paul K. Hines, Esq. Gunster, Yoakley 5 Stewart, P.A. 10 Central Parkway, Suite 400 Stuart, Florida 34994 A¢c..�I�NMFR? 4E 1NP�TFEE.._CHEDIT ShOPPIhG CEhTE THIS ASSIGNMENT, made and executed as. of the �—eday of April naffim, 1990, by KINGS/INDRIO PROPERTIES ajoint ,venture meeting therequirements of a Florida general Partnership pursuant to Section 62p,585 Florida Status (1987p,,; comprised of KINGS INDRIO DEVELOPMENT CORPORATION and INDRIO S-';C. ASSOCIATES, INC., both Florida corporations (hereinafter collectively referred to as "Assignor"), -to JEDI, INC., a Florida corporation (the "Assignee"). I T H WHEREAS, Assignor entered into that certain Agreement between St. Lucie County, Florida and Assignor on Impact Fee Credit .for Indrio Crossings Shopping Center dated April 25, 1988 and recorded June 3, 1988 in Official Record Book 589, Page 1512, Public Records of St. Lucie County (the "Impact Fee a Credit Agreement"); and WHEREAS, pursuant .to the terms of the Impact ')Fee Credit Agreement, Assignor is entitled to a credit against road impact fees in the amount of$87,872.71 (the "Credit).; .;;end WHEREAS, pursuant to the terms of Section 4'of the. Impact i Fee Credit Agreement,. Assignor may assign all orpart of the Credit to its successors in title and interest; and WHEREAS, Assignor has or shall have conveyed'to Assignee all of As right title and interest in and to the Indrio Crossings Shopping Center, as legally described'�in Exhibit "A" to the Impact Fee Credit Agreement; and '� ; WHEREAS, Assignor wishes to assign its interest in the Credit unto Assignee and Assignee wishes to accept such Assignment. NOW THEREFOREj for and in consideration of the sum of TEN AND NO/100ths DOLLARS ($10.00) and other goo and valuaCle consideration paid to Assignor by Assignee, the receipt .and sufficiency of which is hereby acknowledged,.'!the Assignor does hereby sell, assign,. transfer and convey unto Assignee, all of Assignor's right,title and interest in and to the Credit. TO HAVE AND TO HOLD unto the Assignee, its successors and assigns forever.. IN WITNESS WHEREOF, Assignor has executed this Assignment the day and year first above written. KINGS/INDRIO PROPERTIES, a joint venture meeting the requirements of a Florida general partnership pursuant to Section 620.585 Florida Statutes (1987), comprised of KINGS INDRIO DEVELOPMENT CORPORATION and INDRIO S.C. ASSOCIATES, YNC., both Florida corporations Witnessed by: KINGS INDRI DEVELOPMENT CORPORATION, Florida corporation, r itself as joint ven ur B vid Dardashti, Pres v INDRIO S.4 a or itself any � Im OR BOOK 703 PAGE 1385-A 2 jo i, INC., for , President STATE OF FLORIDA ) )ss. COUNTY OT )• The foregoingument was acknowleded before me this -IF day of i��l'h 1989, by William Meyer, the President of IND IO S.C. ASSOCIATES, INC., a Florida corporation, for itself and as joint venturer of KINGS/INDRIO PROPERTIES,a joint venture meeting the requirements of a Florida general partnership pursuant to Section 620.585 Florida Statutes (1987), comprised of KINGS INDRIO DEVELOPMENT CORPORATION and INDRIO S.C. ASSOCIATES, INC., both Florida corporations. 4 NOTARIAL SEAL) O ,� p1[es: .. NaiM'I am.n ti.nA aua Mr c.mmm�.o e.pm sne.men as ire STATE OF FLORIDA COUNTY OF The foregoing a ument was acknowleded before me this day of 1990, by David Dardashti, the President of KING INDRIO DEVELOPMENT CORPORATION, a Florida corporation, for itself and as joint venturer of KINGS/INDRIO PROPERTIES, a joint venture meeting the requirements of a Florida general partnership pursuant to Section 620.585 Florida Statutes (1987), comprised of KINGS INDRIO DEVELOPMENT CORPORATION and INDRIO S.C. ASSOCIATES, INC., b h Florida orporat nis li Not u c NOTARIAL SEAL) M Co i io zp res: ouey Amn 1. a.oe. .ue aw.q ftft.0 an Comml..�.n 4"n. OR BOOK 703 PAGE 1386 3 85/629 EXHIBIT "A" LEGAL DESCRIPTION GEIGER PARCEL: Begin at the intersection of the East line of the Ea 1/4 of the NW 1/4 of Section 13, Township 34 South, Range 39 East, and the centerline of Indrio Road, run thence Nest along the centerline of Indrio Road 254.5 feet; run thence North at right angles to Indrio Road 20 feet for point of beginning; run thence North at right angles to Indrio Road 208.71 feet; thence run East 250 feet; thence run South 208.71 feet; thence Nest parallel to centerline of Indrio Road 250 feet to the Point of Beginning. MURPHY PAXSON PARCEL: That part of the Southwest 1/4 of the Northwest 1/4 of Section Township13, lying eatof SUNSHINE STATE Lucie County, E PARKWAY FEEDERROAD(S.RFlorida, 713) a and lying South of the following described line: COM?MNCE at a point (P.O.C.) being the Southeast corner of the Southwest 1/4 of the Northwest 1/4 of said Section 13, run thence North 00.02'03" West along the East line of the Southwest 1/4 of the Northwest 1/4 of said Section 13, 708.55 feet; to the POINT OF BEGINNING (P.O.B.); thence run South 89.59'58" Nest, parallel with the 1,/4 section line, 760.46 feet; thence run South 44.59'58" Nest, 51.71 feet; thence run North 45.00'02" Nest, 268.56 feet; thence run North 75.00'02" Wass, 202.22 feet to the Ehanditheyendnof this described line. f SUNSHISTATE pAMAY FEEDER ROAD (SR. 713)eg Less and excepting therefrom: The South 20 feet for Indrio road right-of-way and the West 458.71 feet of the East 463,21 feet of the North 208.71 feet of the South 228.71 feet of the Southwest 1/4 of the Northwest 1/4 of said Section 13. GARLANDO PARCEL: From the est the Northwest r l/4tofnof the East line of e Section 13, Township 34South, / Range39 f East, and the centerline of Indrio Road, run West along the cannier line of Indrio Road 254.5 feet; thence North at right s Road 20 continue North 208.71 Indrio feet of Beginning; frfeet; hence West said PointofBeginning 208.71 feet; thence South 208.71 feet; thence East 208.71 feet to the Point of Beginning. W AX 13 M1 15 1061837 -P# onucl n, aro� -. OR BOOK 703 PAGE 1386-A From: Waokee ornett 4 Goop 5-19-15 5:03pm p.3 Douglas Dixon, Clerk of the Circuit Court File Number: 1 2 1 C) 6 5 5' OR BOOK Recorded: 10-22-92 08:56 A.M. THIS INSTRUMENT PREPARED BY: James F. Basque, Esquire FEDERAL DEPOSIT INSURANCE CORP Post Office BOX 725003 Orlando, Florida 32872-5003 RETURN To - - St. Lucie County a 8 1 2 PAGE 1 0 '7 7 ASSIGNMENT OF IMPACT FEE CREDIT FOR INDRIO CRgAkjtjg.p SHOPPING CENTER �. ca..u+v.4•, LaPi, .nauo aiu Cii G �. y,4GU aJ Vf U1C C,elj uay VL D.0 1.992, by 7EDI, INC., a Florida corporation (hereinafter referred to as "Assignor"), whose mailing address is ,Post. Office Box 725003, Orlando, Florida 32872-5003, to W.H. HARMS AND ASSOCIATES, INC., a Florida corporation (hereinafter referred to as "Assignee"), whose mailing address is 15129 13 Mile road, Warren, Michigan 48093. WITNESSETH: WHEREAS, Assignor entered into that certain Agreement between St. Lucie County, Florida, and Assignor on Impact Fee Credit for Indrio Crossings shopping Center dated April 25, 1988, filed June 3, 1988, and recorded in Official Records Book 589, Page 1512, Public Records of St. Lucie County, Florida (the "Impact Fee Credit Agreement"); and WHEREAS, pursuant to the Agreement, Assignor is entitled fees in the amount of $87,872.71 terms to a (the WHEREAS, pursuant to the terms of Credit Agreement, Assignor may assign its successors in title and interest; of the Impact Fee Credit credit against road impact "Credit"); and Section 4 of the Impact Fee all or part of the Credit to and WHEREAS, Assignor has or shall have conveyed Of Assignores right, title and interest in and Crossings Shopping Center, as legally described in th.e Impact Fee Credit Agreement; and to Assignee all to the Indrio Exhibit "A" to 5.\LEGALRE\8AS0UE\AIFC.KIN , J RtVkill n. x stir, � 5./1.• �.`*y JAL i R y� 9 4 � �fP{rp R' A 4� WHEREAS, "Assignor . wishes to assign its interest in the Credit unto Assignee and Assignee wishes to accept such Assignment. a'•4t„ NOW, THEREFORE, for and inconsideration of the sum of TEN AND NO/100 DOLLARS.-($1O.00) and other -good and valuable consideration �r paid to. Assignor by Assignee, the receipt and sufficiency of which is hereby acknowledged, the Assignor does hereby sell, assign, transfer and convey unto Assignee, all of Assignor's right, title and interest in and to the Credit. !, _ ` ' § e ;+ _ j�`f�ra., TO HAVE AND TO HOLD unto the Assignee, its successors and 7x�w assigns forever. sr T IN WITNESS WHEREOF, Assignor has executed this Assignment the s,�. f§,n,;" day and year first above written. , k ASSIGNOR: Pr nt Name: o yn �. ii2o c�/t co Sn S:uEMLRE\MSWEW /C•KIN JEDI,. INC., a Florida corporation Name! �— v Title • _("LP11 ASSIGNEE: W. H. HARMS' AND ASSOCIATES, INC., a Florida corporation Y m FI 0 J 0 1' i I4 o (v i iPL M Pnf( 'r Rr ACXNOWLEDOHMENT STATE OF COUNTY OF I HEREBY CERTIFY that on this O day' of Lq, 1992, Wore me personally appeared �Fl ✓id<1TSON _ as 2 7 of JEDI, INC., a Fld'a corporation, who is personally known o me or who has produced as identification and who signed the foregoing instrument as such and acknowledged the execution thereof to be his free act and deed for the uses and purposes',' therein mentioned. WITNESS my signature and official seal at Orlando, in the County of Orange: [NOT RIAL SEAL) ,. Siynatur ^F zzd1214vd2 A,n X ' Name (typed, printed or stamped) Pip\'',, Title or Rank o Serial Number (if any) `l( My COmmissiosr ,AJP�Fgg jATt Of FLORIDA At LARDY MGY COMMOSION EXPIRES TUNE A, IM ,,STATE - OF 6/eR, b a ""a, TwU ASHION Awao' we _. COUhjTY OF I HEREBY CERTIFY that on this J1£! day of , 1992, beore me personally appeared Will am H 11krmS as PAEFS.of W. H. HARMS AND ASSOCIATES, INC., a Florida corporation, who I s personally known to me or who has produced _ as identification and who signed the foregoing. instrument as such and acknowledged the. execution thereof to be his free --act and deed for the uses and purposes therein mentioned. WITNESS my signature and official seal at Jl..(arT , in the County of MAR'rlrJ i.[N RIAL EAy ydEy P. DEL BEsf Ignatu e NDIEry PONK SbiE EI fbRM My CEER°R. a MINN. I me (typed, printed or stamped) Title or Rank Serial Number (if any) My Commission Expires: ag 8 0 N' N b M N 0 J 0 LAKEWOOD PARK, FLORIDA Indrin & Kings Highway L/C: UU'/-1508 File #13859 10.26.1995 8:39 P. 1 MEMORANDUM OF LEASE (Shopping Center) THIS MEMORANDUM OF LEASE, dated this 22nd day of August. 1995, is between W. H. HARMS & ASSOCIATES, INC., a Florida corporation (the "LANDLORD"), whose address is 4832 North Kings Highway Foil Pierce, Florida 34951, and McDONALD'S CORPORATION. a Delaware corporation (the 1'enant"), whose principal plate of business is located at 711 Jorie Blvd., Oak Brook, Illinois 60521. LANDLORD hereby ]eases to TENANT the demised pretnises with improvements and appunehatu casements, il' any, in the County of St. Lucie, State of Florida, described in Exhibit A attached and made a pan of this Memorandum of Lease. 1. TERM: TO HAVE AND TO HOLD for a term of twenty years. commencing on July 27, 1995 and ending twenty-one (21) years from the date when a McDonald's Restaurant constructed on the demised premises opens for business. 2. OPTION TO EXTEND: LANDLORD grants to TENANT the option to extend the tern of the Lease at the expiration of the original term for six (6) successive pericxis of five (5) years each. 3. FIRST REFUSAL: LANDLORD grants to TENANT the right of first refusal to lease and purchase the demised premises. 4. COMMON AREA EASEMENT: LANDLORD grants to TENANT and TENANTS invitees, licensees, assigns, subtenants and patrons, during the temn of the Lease and any extensions, a non-exclusive ingress/egress and parking casetuent to use all of those portions of the property described ih Exhbit B (the "Shopping Center") designated as common areas, parking areas and driveways. 5. UTILITY EASEMENT: LANDLORD grants to TENANT, during the term of the Lease and any extensions, a Non -Exclusive Easement to use portions of the Shopping Center as may reasonably be required now or in Ote future by the TENANT l'or the installation, maintenance and repair of sanitary sewer, water, Irrigation, and electric utility lines and related facilities. 6. STORM SEWER EASEMENT: LANDLORD grants to TENANT, during the term of the Lease and any extensions, a Non -Exclusive Easement to connect to and use the stone sewer line and related facilities located in'the Shopping Center for Ilse purpose of draining any and all surface water runoff from, the demised premises and tie improvements which may, from tine to time, be located oil the demised premises. In lieu of tapping into the stomi sewer fines in the Shopping Center, Tenant may, at is option, surface drahr its surface water onto tie Shopping Center, provided such surface drainage is legal and permitted by applicable local and state authorities. ` 7. SIGN EASEMENT: LANDLORD grants to TENANT, during the tcnn of the Lease and any extensions, a non-exclusive easement, appurtenant to tie detnised premises, for the Installation, repair, maintenance and renewal of four (4), two (2) feet high by three (3) feet wide, sign panels, one (1) sign Hanel on each elevation of die two (2) Shoppitlg center_rylon signs. 9� Post -Ito Fax Note 7671 Oster t! pagee� To FromCl v , 4 Co./De a. Co. Phone Z - Phorw Fax#,...a. n/f,./Z24Y' Fax #"_ Y 146 A r 94 FROM. 10.26.1995 8:40 P. ; 8. LOT LIGHTS AND PYLON SIGNS: LANDLORD agrees that the lot lights located wil tirh 100 feet of the demised promises and the shopping center pylon signs shall be lit during the morning and evenhig hours while die TENANT'S business is open, as natural light availability dictates. TENANT shall t ` t ti hi to a rove an Chan es or alterations to the lot lights located within 100 feet cif the deiniscd have he g pP y g premises during the tenn of die Lease or any extensions, 9. PERMANENT EASEMENT: If the TENANT acquires tee title to the demised premises under Ole terms of the Lease, the easements conveyed in Paragraphs 4, 5.6, 7 and S above shall be perpetual. 10. MEMORANDUM: The rentals to be paid by TENANT and all of the obligations and lights of LANDLORD and TENANT are set forth In the Ground Lease dated Jurie 26, 1995 executed by die parties. This instrument is merely a Memorandum of the Lease and is subject to all of its temps, conditiotu and provisions. In the event of any inconsistency between the terms of the Lease and this instrumcnl, the terms of the Lease shall prevail as between the parties. 'This iemorandum is binding upon and shall inure to the benefit of die heirs, successor, assigns, executors and administrators of the parties, To indicate their agreement to the above, the parties or their authorized representatives or officers have signed this document LANDLORD: W: H. HARMS & ASSOCIATES, INC. TEN T: McDONALD'S CORD RATION William Harms, President hael J. Sise, st, c President y ATTEST a� t WITNYSS: % Dt."une Ate, Name: 6?, P,/,h W-,116- oks an1 J. Pacana Staff Director TNESS: I,I Marylyn dgcrs — — Denise Stroin (ATTACH ACKNOWLEDGMENT OF SIGNATURES AND EXHIBITS A AND B) Prepared by and Return to: Janice Mayfield Development Team Legal Departiuent McDONALD'S CORPORATION 71 I )orie Blvd. Oak Brook, Illinois 60521 L! UON1VsPWu -I5 VNAUNML.I FROM 10.26.1995 8:41 P. 3 ACKNOVA2I)oMENT.MoDONAW.s STATE OF ILLINOIS ) 5S: COUNTY OF DUPAUE ) I, Ellen L, Loess r a Notary Public in and ror the county and state aforesaid, DO HEREBY CERTIFY that Michael J, Sise, Assistant Vice President of McDonald's Corporation, a Dalawaro Corpnration,who is persooally known to me to be till same person whose name is subscribed to the forogoing taatrumas such Resistant Vice President appeared before me this day in person and acknowledged that he signed, sealed and delivered the Raid instrument as Isla free and voluntary act as such Asatatant Vice President and sa the free and voluntary act of said corporation for the uses and purposes therein set forth. Ivso under my hand and notarial goal, thin 23 day of August 1995, My commission expires Hay .10, 1997 Notary Public ACKNOWLEDGMENT. DVUIVIDUAL NO 81-LEU L L(\EF TARY Plif)LIf: 57,\TF OF ILLIN(\IS STATE OF �I,1}, C<)�'•klISS1C)N EkP. t.lAY 30 tng; 88: COUNTY or ) 1, a Notary public in and for the county and state aforesaid, DO HEREBY CERTIFY that and of who (Ware) personally known to me to be the same Person(s) whose name(s) UaHare) aubacribed to the foregoing instrument appeared before me this day in person and acknowledged that (h0sha)(they) signed, sealed and delivered the said instrument as (Ilia and purposes therein set forth. )(her)(tholr) free and voluntary act for the uses Given under my hand and notarial Beat, this ` day of _ t 9" Notary Public My commission expires ACKNOWLEDGMENT -CORpORATE STATE OF J .ter ih7 COUNTY OF. 7�_,.rr'i r •. a Notary public ht and for the county and state aforesaid DO HEREBY CF,RTIn that C;,7 r,,2 �/ ,[./a,, +rf5 - President and J • )h Secretary of 41r 1=5 i�7c _ a(n) Zell- 'ir'%ii corporation, who is personally known to me to be the personwhosename is subscribed to the foregoing instrunt as such President, appeared before me this day in person and acknowledged that they signed, sealed and deliveremed the said instrument as their free and voluntary set as such President and Secretary respectively and as the free and voluntary act of said corporation for the uses and purposes therein set forth. Iveo undor my hand and notarial seal, this day of 1, 19 ~ p My commission expires <l Not'LAC% ary Public L:\RREOAt\vvORDDOCS\M= 6fRS\ASW Dp0 � rrrrrNjlHrirHrrHrrH/HHIHHrrrHHr/rrrnu � Nota4yPublic, SteleefFlorida , tj CommleslaaNa.CC758850 `hsttie MYC0uV"5i0a Esplrer03 4M* Wo 3-149TAX%• fig Wa„y s,rria a ampV Co. FROM. 10.26. 1995 8:42 P. 4 a. Uh%jl UL' OWUr I WIN ouT::PARGEL "T DESCRIPTION BEGINNING (P.O.B.) at the intersection of the North line of the South 65 feel of the Southwest 1/4 of the Northwest 1/4 of Section 13, Towllahii? 34 South; Range 39 East with the East right—of-wuy line of the Sunshine Stale Parkway Feeder Rood' (S.R. 713); thence run NO0'03"29" E along .said East right—of-way fine, 285A0 feet: thence run fast ut right angles to the lost described tine, 60.00 feet; thence tun South 45'00'02^E. 155.06 feet; thence run South 44'59'Str' W, 244.11 feet to the Point of Beginning. All lying and being In the Section 13, Township 34 South, Runge 39 East, St. Lucia County, Florida. The';abuve described parcel contains 0.041 acres (27,939 square feet) by Calculation of thin description. FROM 10.26.1995 8:42 P. 5 That part of the Southwest 1/4 of the Northwest 1/4 of Section 13, Township 34 South, Range 39 East, St. Lucie County, Florida, ,lying East of SUNSHINE STATE PARKWAY FEEDER ROAD (S.R. 713) and lying South of the following described line: COMMENCING at a point (P.O.C) being the Southeast corner of the Southwest 1/4 of the Northwest 1/4 of said Section 13, run thence North 00"02103" West along the East line of the Southwest 1/4 of the Northwest 1/4 of said Section 13, 708.55 feet to the POINT OF BEGINNING (P.O.B.)1 thence run South 89-59158" West, parallel with the 1/4 section line, 760.46 feet; thence run South 44659158" West, 51.71 feet; thence run North 45'00102" West, 268.56 feet: thence run North 75°00102" West, 202.22 feet to the East right of way line of SUNSHINE STATE PARKWAY FEEDER ROAD '(S.R. 713) and the end of this described line. LESS AND EXCEPTING The South 65 feet for Indrio Road right of way and the East 20 feet for road right of way (now DeLeon Avenue, formerly Royal Palm Avenue). The herein described parcel contains 18.825 acres by calculation of this description. Description prepared by Culpepper and Terpening, Inc., 3-12-90. EXHIBIT B :Y 1 GROUND LEASE THIS LEASE, dated June 26 1995, is between W. H. HARMS & ASSOCIATES, INC. ("Landlord"), of 4832 North Kings Highway, County of St. Lucie, State of Florida, a Florida corporadon. and McDONALD'S CORPORATION, a Delaware corporation ("Tenant"). 1. Demised Premises: Landlord demises and leases to Tenant, and Tenant leases from Landlord, the land which is described in Exhibits A and B; with appurtenant easements, if any. (collectively referred to as rt es i "Demised Premises"). If Tenant has the Demised Premises surveyed then, at Tenant's option. the Pa shall execute a recordable amendment by which a survey description shall be inserted in lieu of the description contained in Exhibit A. 2. Lease Term: Tenant shall have and hold the Demised Premises for a term commencing on the date of last execution of this Lease and ending twenty-one (21) years thereafter. 3. Rent: Tenant's liability for rent shall commence to accrue on the date when Tenant opens for business on the 'Demised Premises. Tenant covenants and agrees to pay to Landlord, without offset or deduction, except as specified in this lease, the rent described in the Rent Schedule, attached 4. Landlord's Warranties and Covenants: Landlord covenants„ represents and wan -ants as follows: A. Possession: That the Demised Premises are free and clear of all tenancies, whether oral or written, and that Tenant shall have sole and actual possession from the date of last execution of this Lease. B. Covenant of Title: That Landlord is well seized of, and has good title to the Demised Premises and all improvements located on it on the date of this Lease, free and clear of all liens, encumbrances, easements, tenancies and restrictions, except those of record and which Teanant has approved in accordance with Article 6B. Landlord warrants and will defend the title, and will indemnify Tenant against any damage and expense which Tenant may suffer by reason of any claim against title or defect in the title or description of the Demised Premises. If, at any time, Landlord's title or right to receive rent under this Lease is disputed or there is a change of ownership of Landlord's estate by act of the parties or by operation of law. Tenant may withhold rent thereafter, accruing until Tenant is furnished proof satisfactory to it as the party entitled to rent. Landlord shall provide Tenant with any and all non -disturbance agreements, in form acceptable to Tenant, from any underlying lessor or holder of an encumbrance. C. Covenant Not To Compete and Setback Restriction: That no property (other than the Demised Premises) now or hereafter owned, leased or controlled directly or indirectly, by Landlord or any partner, beneficiary, shareholder of a closely held corporation or subsidiary of Landlord, adjacent or contiguous to the Demised Premises or within two (2) miles of the Demised Premises (whether or not such other property is subsequently voluntarily conveyed by Landlord) shall, during the term of this Lease and any extensions, be leased used or occupied as a restaurant, food service establishment drive-in or walk-up eating facility operating under the following trade names: Burger King, Arby's, Wendy's, Hardee's, Checker's Crystals, Juicy Lucy, Potlo Tropical, Dairy Queen, Miami 5ub's, Kentucky Fried Chicken (K.F.C.), Pizza Hut, Taco Bell, Boston Chicken, Roaster's, or their Asigns, subsidiaries or successors. LANDLORD AND TENANT, by their execution below, indicate their consent to the terms of this lease. LANDLORD: W. H. HARMS & ASSOCIATES, INC. TENANT: McDONALD'S CORPORATION (SEAL) By: . �\ "{lK L Lt. • ' if =nz s /i=t> >< - Catherine A. Griffin - Department red r:' (SEAL) SSA ATTEST: Wes. L (SEAL)".- Martin W, Chmura -Staff Dire '`r f� DATE: a r''- DATE: WITNESS: WITNESS: n . Zielke ue Fisher Landlord's Federal Taxpayer Identification Number: (ATTACH ACKNOWLEDGMENT CERTIFICATES BY A NOTARY PUBLIC CD-95-014 File No.: SP-95-031 AN ORDER GRANTING SITE PLAN APPROVAL FOR A PROJECT TO BE KNOWN AS MCDONALYS - L\DRIO CROSSINGS WHEREAS, the St. Lucie County Community Development Director has reviewed the application for site plan approval iu itted by Knight, McGuire & Associates, Inc. and has reviewed the comments of the St. Lucie County Development Review Committee on this application, and has made the following determinations: 13 1. A 2,786 square foot drive-in" restaurant project 14 consisting of 1,695 square feet of restaurant space 15 and 1,091 square feet of playland area to be known 16 as McDonald's - Indrio Crossings, has been proposed _ 17 for a 0.641 acre parcel of property located at the 18 northeast corner of the intersection of Indrio Road 19 and Kings Highway in the Indrio Crossings Shopping 20 Center. 21 22 2. The Development Review Committee has reviewed the 23 site plan for the proposed project and found it to 24 meet minimum technical requirements of the Land 25 Development Code and to be consistent with the St. 26 Lucie County Comprehensive Plan. 27 28 3. A Transportation Impact Report is not required for 29 this project. 30 31 4. The proposed project is consistent with the general 32 purpose,I goals, objectives, and standards of the 33 St. Lucie County Comprehensive Plan and the St. 34 Lucie Co my Land Development Code. 35 36 5. The prop sed project will not have an undue adverse 37 effect o' adjacent property, the character of the 38 neighborhood, traffic conditions, parking, utility 39 facilities, or other matters affecting the public 40 health, safety, and general welfare. 41 42 43 6. All reasonable steps have been taken to minimize 44 any adverse effect of the proposed project on the immediate' 4$ vicinity through building design, site design, landsca in P 4� g, and screening. File No.: SP-95-031 October 4,1995 - CD Order 95-014 Page I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 - 56 57 7. The proposed project will be constructed, arranged, and operated so as not to interfere with the development and use of neicjhboring property, in accordance with applicable district regulations. 8. The proposed project is to be served by adequate public facilities and services. 9. The applicant has applied for and received a certificate of capacity, a copy of which is attached to this order as Exhibit A, as required under Chapter V, St. Lucie County Land Development Code. NOW, THEREFORE, BE IT ORDERED: A. Pursuant to Section 11.02.03(A)(5) of the St. Lucie County Land Development Code, the site plan for the proposed commercial project to be known as McDonald's - Indrio Crossings is hereby approved as shown on the site plan drawings for the project prepared by Knight, McGuire & Associates, Inc. dated October 3, 1995, and date stamped received by the St. Lucie County Community Development Director on October 3, 1995. B. The property on which this development will take place is described as follows: BEGINNING AT THE INTERSECTION OF. THE NORTH LINE OF THE SOUTH 65 FEET OF THE SOUTHWEST , OF THE NORTHWEST 34 OF SECTION 13, TOWNSHIP 34 SOUTH, RANGE 39 EAST WITH THE EAST RIGHT-OF-WAY LINE OF THE "SUNSHINE STATE PARKWAY FEEDER ROAD" (S.R. 713); THENCE, RUN NORTH 00003.21" EAST ALONG SAID RIGHT-OF-WAY LINE, 285.00 FEET; THENCE, RUN EAST AT RIGHT ANGLES TO THE LAST DESCRIBED LINE, 60.00 FEET; THENCE, RUN SOUTH 45000.,02" EAST, 158.86 FEET; THENCE, RUN SOUTH 44°59158" WEST, 244.11 FEET TO THE POINT OF BEGINNING. ALL LYING AND BEING IN SECTION 13, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA. THE ABOVE DESCRIBED PARCEL CONTAINS 0.641 ACRE (27,939 SQUARE FEET) BY CALCULATION OF THIS DESCRIPTION. (Location: The northeast corner of the intersection of Indrio Road and Kings Highway - Indrio Crossings Shopping Center.) C. Thissiteplan shall expire on October 4, 1997, unless a building permit is issued or a site plan approval extension granted in accordance with Section 11.02.06, St. Lucie County Land Development Code. All requests for site plan extension shall be accompanied by a request for a new certificate of capacity for the property and project described in this Order. Pile No.: SP-95-031 October 4, 1995 der 95-014 Page 2 CD Orc I- I 1 I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 - 43 -44 45 46 47 L 48 49 50 51 52 D. This Order shall become effective upon the date of approval indicated below. Should the property owner, developer or authorized agent wish to appeal any condition described in Section A;above, all such appeals must be filed in writing with the County Administrator within 30 days of the rendering of this Order, as described in Section 11.02.03(B), St. Lucie County Land Development Code. Should an appeal to this Order be filed, no permitting reviews or further administrative action shall take place on the processing of this development project until the appeal is resolved. E. The certificate of capacity, attached as Exhibit A, shall be valid for the same period as this order. If this order expires or otherwise terminates, the certificate of capacity shall automatically terminate. F. A copy of this Order shall be mailed, return receipt requested to the developer and agent of record as identified on the site plan applications. G. A copy of this Order shall be attached to the site plan drawings described in Section A, which plan shall be on file with the St. Lucie County Community Development Director. H. This Order shall be recorded in the Public Records of St. Lucie County. ORDER effective the 4th day of October 1995. COMMUNITY DEVELOPMENT DIRECTOR ST. LUCIE COUNTY, FLORIDA BY BY P624 I> ip Free an APPROVED AS TO FORM AND CORRECTNESS: COUNTY ATTORNEY hf N:\WP\RESOLUTI.N\FINISMD\MCDONALD. SP\MCDONALD.CDO File No.: SP-95-031 October 4, 1995 CD order Y5-014 gage 3 i A.5a The quantity of vegetation required and provided, and probable types of vegetation have been depicted on the landscape plan (Sheet 4). A.5b/A.5d A landscape hedge has been depicted adjacent to/around' the backflow preventor and monument sign (Sheet 4). A.5c A landscape buffer has been provided adjacent to the drive' thru aisle (Sheet 4). A.6 A detail of the "Welcome sign" is depicted on Sheet 5. A.7a We have included these sheets because -several comments submitted by the engineering departmentarebased on these sheets. A.7b The construction details (paving specifications and interior floor plans) have been removed from the site plan (Sheet 2).` A.7c The spelling of "Indrio Road" has been corrected. A.7d The height of the dumpster fence (6 ft.) has been depicted on the site plan (Sheet 2). B.1 All monumentatico size and type has been labeled. B.2 This easement is proposed and will be recorded soon. Documentation will, be forwarded at t,kat time. C.1 The survey has been labeled "Boundary and Topographical" survey. C.2 The curbing type has been labeled (Sheets 2 and 3). C.3 Acknowledged. The detail on Sheet 5 has been 'revised. C.4a The slopes have been revised. C.4b A detail depicting the extension of base and sub -grade has been added (Sheet 5). C.5 We have removed all off -site parking and do not anticipate a need for any future overflow parking. If you have any questions please do not hesitate to give me a call. incerely, I — Joseph Schulke, P.E. JS:k4g\mcdona1d.2\minorst.app GG: GLACUC IJ¢Ifj M /J' M�V6r., Got . this project entrance. e. INDRIO ROAD: Prior to the issuance of any Certificate of Occupancy, or other authorization to occupy this facility; INDRIO ROAD - East of North Kings Highway: The developer shall construct a westbound right turn lane, through lane and left turn lane. at the intersection of North Kings Highway and Indrio Road. All construction should begin at the intersection of Royal Palm Avenue and Indrio Road, with appropriate tapers beginning and ending east of this intersection. The developer shall provide a left turn lane from eastbound Indrio Road to the project entrance along the south property line of this site. INDRIO ROAD - West of North Kings Highway: The developer shall construct, reconstruct and strip, as appropriate, an eastbound right turn lane, through lane and left turn lane at the intersection of North Kings Highway and Indrio Road. All construction shall provide minimum lane widths of 12 feet. Left turn storage lanes should be a minimum length of 150 feet. All construction shall be in l" accordance with St. Lucie County and Florida Department of Transportation standards and all design and construction plans for these improvements shall be reviewed, and conceptually approved, by the St. Lucie County Public Works Department - Engineering Division and St. Lucie County Department of Community Development - Transportation Planning Section prior to the issuance of any building permits, including foundation permit, for any phase of this development. Signalization improvements at this intersection shall be the responsibility of the developer. 2. TRANSPORTATION - OUTPARCEL ACCESS: Outparcel access shall be from the internal access roads only, as indicated on the site plan referenced in Part A of this Resolution. No direct access shall be: permitted from these Outparcels to any surrounding public/private roadway- 3- TRANSPORTATION - INTERSECTION MONITORING: Prior to the issuance of any Certificate of occupancy for Phase II of.this development, the developer shall Submit to St. Lucie County a signal warrant study for BOOK 5 / 4 PAcf 1 (1 BOARD OF COUNTY COMMISSIONCRS October 2, 1995 RETURN RECEIPT Mr. Joseph Schulke, P.E. Knight, McGuire & Associates, hic. 2901 Cardinal Drive Vero Beach, Florida 32964-4917 J�,\E CMG COMMUNITY DEVELOPMENT '��ORiOP DIRECTOR PHILIP E. FREELAND Subject: McDonald's _(Indrio Crossings) Minor Site Plan Dear Mr. Schulke: The St. Lucie County Development Review Committee has reviewed your resubmittal for site plan approval for the above referenced project. These comments and/or recommendations are based upon the Committee's review. 1. Section 11.02.09(A)(3)(d): The Base Building Setback Line for this area of Indrio Road is 65 feet. The front setback line should be measured from this line. Please clarify the site plan to reflect the correct setback line. 2. Section 11.02.09(A)(3)(m): a. Please provide landscaping along the traffic circulation area of Outparcel "A" fronting on Indrio Road and revise the tabular data. b. The tabular data for the landscaping requirements references Indian River' County Code. Please correct this reference. Please make the above referenced corrections and resubmit the following items in order to forward this project for review by the Community Development Director: Seven (7) sets of Site Plan graphics and landscape plans. HAVERT L, FENN. Damn No. t • KEN SATTLER Disrncr No. 2 • DENNY GREEN. Dismcr No 3 • GARY D. CHARLES, SR. District No. 4 CLIFF BARNES. Darn€f No 5 2300 Virgiruo Avenue • Fort Pierce, FC34982-5652 Administration: (407) 462 1590 Growth management (407) 462 1550' Planning: (407) 462-1576 Code Compliance: (407) 462-1571 It BOARD OF COUNTY COMMISSIONERS DEVELOPMENT DIRECTOR TERRY L. VIRTA, AICP Mr. Paul K. Hines Gunster, 5.'oakley & Stewart, P.A. 10 Central- Parkway, Suite 400 Stuart, Florida 34994 April 16, 1991 Subject: I:ndrio Crossings Shopping Center Dear Mr. Hines: My office is in receipt of your letter of April 8, 1991, in regard to the above referenced shopping center. As you requested, I believe I have an answer for each of the questions that you have raised. Since your questions were rather long, I have summarized them for reference purposes. 1.) Question summary: What is the status of the site plan approval for this project and how do the outparcels fit into that approval? The Indrio Crossings site plan was approved through Resolution No. 88-28, in January of 1988. That site plan approval included the identification of several outparcels which were represented to be for future development. The outparcels themselves were not granted specific site approvals through the approval of the overall project plan. Development on these parcels is subject to all of the standard review requirements in effect at the time a building permit is being sought. That may or may not include formal site plan review. 2.) Question summary: If the out parcels were approved, what is their shape and how much is owed for impact fees. Since the out parcels were "approved" only in the sense that they were graphically depicted on the site plan, the exact number of them is really open to you. All you need to be sure of is that they meet the applicable minimum lot criteria of the CG Zoning District. However, since the legal descriptions for these properties were never fecorded through specific deed, you are subject to the County`s Plat HAVERT L FENN, District No. 1 • JUDY CULPEPPER, Disrrio No 2 • JACK KRIEGER, District No. J • R. DALE TREFELNER, Disrria No. 4 d JIM MINIX, District No. 5 County Administrator — JAMES V. CHISHOLM 2300 Virginia Avenue • Fort Pierce, FL 34982-5652 Direcroc (407) 468-1590 • Building: (407) 468-1553 • Planning: (407) 468-1570 Zoning: (407) 468-1553 • Code Enforcemenr. (407) 468-1571 PORT ST. LUCIE TELEPHONE NO. (407) 878-4898 1 16, 1991 Subject: Indrio Crossings Shopping Center 2 filing requirements, and if you intend to have more than one outparcel, then you will need to file a plat for this property. Impact fees are not due until you are ready to get a building permit. It is not possible to determine what the impact fees would be for this site until a specific development is submitted. 3.) Question summary: What is the timing for preliminary conceptual site approval? What effects will concurrency have? What would be the impact fees for these properties? St. Lucie County regulations do not have anything called "preliminary conceptual" site plan approval. Site plan approval is, short of construction details, what you propose to put on a given piece of property. The effects of concurrency on these outparcel sites is as with any other undeveloped piece of property in the County. Since there is no claim for vesting, or the right to claim vesting, on these outparcel properties, any development proposal would be subject to a concurrency test and would not be issued a Final Development Order if the required levels of service were not met in this area. Again, Impact Fees are due at the time a building permit is secured. We cannot give you an estimate of the fees due until such time as a development plan is submitted. 4.) Question Summary: Who is responsible for the road improvements associated with Phase II development. The developer of the project, in this case whoever is securing the permits for Phase II construction, is responsible for providing all of the required Phase II road improvements. The County has no obligation in these improvements. 5.) Question summary: If Phase II is not built, then do the Phase II improvements have to be provided? If Phase II is not built, do the terms of Condition Number 3 apply to the Phase I development? If Phase II, or any part of it, is not built, then Phase II improvements will not be provided for. If no part of Phase II commences, then the need for the signal warrant review will not be triggered. DEPARTMENT OF COMMUNITY DEVELOPMENT DEVELOPMENT PLANNING DIVISION MEMORANDUM To: Hank Flores From: Matt Witmeyer, Environmental Planner I X&Lf— Date: September 21, 1995 Subject: McDONALDS V 1) There still needs to be one additional tree added to the southwest comer of the r Y' feet le I � parcel along the entrance so as to comply with the one tree per 30 linear f t rule as stated in section 7.09.04 (B)(1). Lp 2) Instead of giving "probable landscape materials" the landscape plan should indicate h the exact number and type of each tree to be planted. Ito V I i , I i DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING DIVISION MEMORANDUM To: Hank Flores From: Matt Witmeyer, Environmental Planner I MvZ Date: August 25, 1995 Subject: MCDONALDS 1) One additional tree should be added to the southwest corner of the parcel along the entrance so as to comply with the one (1) tree per thirty (30) linear feet rule as stated in section 7.09.04 (B)(1). 2) The additional tree would bring the total tree count to eleven (11), therefore requiring two (2) species - six (6) of which should be native. 3) I would also recommend landscaping the area adjacent to the drive-thru. Because this is a vehicular use area, it should be landscaped with a six (6) foot hedge (within two years time) as well as one (1) tree per thirty (30) feet. Iknight, McGuire & Associates, Inc. Consulting Engineers and Planners 2901 Cardinal Drive . Phone 407-231-2533 Vero Beach, Florida 32963 FAX 407-231-1398. TO 'dT. �yn,5 Couwr., wxolo VPAILWI-%H EJ Lo�wlcr''� Val IV WE ARE=SENDING YOU ❑ Shop drawings ❑ Copy of ,letter LETTER OF TRANSMITTAL DATE .JOB- NO. ATTENTION 01 f RE, 6 oNAC h ' 4fofZ G �oN M,VS - I l�frio Cass r r*loy ❑ Attached ❑ Under separate cover via the following items: ❑ Prints C] Plans ❑ Samples ❑ Specification. y ❑ Change order - ❑ - COPIES DATE. DESC@IPTION. �%i AYE NJ fL oUrra Pr6-VnlrT View '.'THESE ARE. TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted - ❑ Resubmit copies for approval For your use 11 Approvedas noted ❑ Submit copies for distribution As requested ❑ Returned for correction. ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US. COPIES TO eph Schulke, P.E. ST. L U C I E C 0 U N T Y 2300 Virginia Avenue, Room 201 Ft. Pierce, Florida 34982 Growth Management Division PAYMENT R E C E I P T TRANSACTION NUMBER: 2671 TRANSACTION DATE: 10 OCT 1995 PERMIT NUMBER: PERMIT JOB DESC: JOB ADDR: PARCEL NUMBER: FCC DESC: APPLICANT: MEMO: FEE CODE CONC PLAN CHECK NBR: PAID BY: MEMO: 95100362 PERMIT TYPE: BUILDING COMMERCIAL * NEW COMMERCIAL BUILDING - MASTER 4802 4908 KINGS HWY N (5046) 1313-232-0001-000/4 *OTHER NONRESIDENTIAL BUILDINGS WILLIAM D RATLEY F E E S C O L L E C T E D DESCRIPTION AMOUNT ----------------------------------------------- CONCURRENCY 25.00 PLAN REVIEW FEE 150.00 33170096 MICHAEL L CONLEY - MCDONALDS AMOUNT PAID: $175.00 FEE WAIVED: (328 ) DATE FILED: /O /O / PLAN REVIEW FEE: 55 O • � RECEIPT NO. �/. 7 / CONCURRENCY FEE: a RECEIPT NO.: PR NUMBER: 9! / o O�� PERMIT NUMBER- CERT. CAP. NO- ST. LUCIE COUNTY �r'- 1 DEPARTMENT OF COMMUNITY DEVELOPMENT u- zlog vlRGlNw avaauE. Roots zot < FORT PERCE. FL 349W- 52i — 4Q7-462-1553 � o rn r - ' LD APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION f 1. LOCATION/SITE ADDRESS: 2. S/D NAME: C'h1<�ycrl ji/cyrJc7 asSl�gS SITE PLAN NAME: z�3e-00011006� 3, PROPERTY TAX ID #: /3/3 •_. / / -� tt See 19CL a'l 4. LEGAL DESCRIPTION (edach PAGE 7. BLOCK 8 LOT 6. 5. PLAT PA NO. NO. BOOK 5>F � FT 9. PARCEL Ste: ACRES/SO FT. • f7N Z 93 60 /j 9 If rpa LOT DIMENSIONS r T � 10. DESCRIPTION OF CONSTRUCTION PROJECTOR WORK /ACTMTY: lop 11. SETBACKS (ACTUAL) FRONT: Z_s BACK: 12. TYPE OF CONSTRUCTION (Check all apPrOPria2e boxes) NEW CONSTRUCTION ] RESIDENTIAL (] OTHER (SPECIFY) _-- 13. DESCRIPTION OF PROPOSED ILISE: 14, Sq. FL/CONSTRUCTION: RIGHT &D FL SIDE [ ] EXPANSIOWADDMON In COMMERCIAL 15 Sq. FL 1st Foos: LEFT SIDE: e �2 L 1414 sr — 10. VALUE OF CONSTRUCTION: $ _ ZL�liOd __ —1 evi The value of construction is used to datemilne dw suraunt of Pwn* hies to be assessed. SL lyoia Coursty rsaervas the right to file snd/ar moek'. IM licated value of const action d ft Is demonstrated that the sutxnb d figures m not mwistsrt wth shT U W" 0( 0ofadtrctlott scdvitl+a. SI.CCDV Form NO.: (0-w ST. LUCIE COUNTY APPLICATION for BUILDING PF_RWT OWNER INFORMATION: NAe= AOOF6'S: crr- '�--- STATE �L LL P}ppE a.ArnMq: qr , S��r_-r�___e------/—p�--- z33�0000 ____ ------- fken' Cldrk (J-Ar,- FME FEESWPL.E � E TnLEHOLDEFL, (�} OP Ya�R gWFEREITFROMTHEOWM6iL1 MABO�. PLEASE FILL W MWANDA BFLM FzGL+e ADoFESS MY- -•Lr.,�, 0 >' ODAynmq- STATE: i& 3't 4Sl CONTRACTOR INFORMATION ST- Cc F; REU./CERT 0: NAJIE: T nM'`- A ST- UJQE COUNTY CERT #o 9 /n Y ram____ STATE Fl� PFK.1� Z& Ako��e r .mA�Qcr� - r7o.J m eklEvzi� �t6o_ _,_ Fi. STATE FL STATE: VIE N AP%JCA,ION+a. suuxm PERMrf CERTIFICATION: POMW to • ithe wof � peffnft and ftlat all work will PeffTftecl workcertify1 .1 no work or rmtagaMn has commenced prior to the issum-o of a be performed to :.tf the stanclaj1♦. P llaws fBgL"ng construction BOILERS -HEATERS, TANKS. AND AIR CONDITIONERS, The .r1buktffKl Pem"t applications 1undergoing ♦.n 1� ♦ 1. reeKlential use. non- i;OTICE TO • •r TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS To YOUR .•.E. • o • TO• OBTAIN r •r • LENDER OR ° •. E •. RECORDING • NOTICEOF COMMENCEMENT. NOTICE TO APPLICRWT: AS TIHIE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT.YOUR RIGHT, TITLE AND IN7ER9IT THAT IS SUBJECT TO ATTACHMENT• AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD SAIH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. .e 1. hat .I :... O . . I,. .rt.. is a==e and Mat an work wM be done In lcm1plianre with all applicable laws regWatk) construction and zoning. r MENA ArrU., STATE OF FLORIDA COUNTY OF A 06AC Hi W 5• ,ratir : or Print Natant Public Tttie cc 250Lqacor"iss;on 1 t-ze.4 STATE OF FLORIDA COUNTY OF r r: C_UF-1 6, CNN - Type of PfNtt Name of Notary N°tary =ub6� TWO OFFICIAL NOTARY SEAL EVA NC7I'AAY U' CSl ATc CE: ( CCM,V7CSSiON NC. CC33153q %Y COMMISSION FXP. NUv. 1d 1907 'I- TWO (2) SIGNATURES ARE REQUIRED. -EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS NINTBUILDING PERMIT AS AN OWNERBUILDER THE OWNER MUST• PERSONALLY APPEAR TC SIGN THIS APPLICATION IN THif. OFFICE LISTED ON THE FRONT OF THIS APPLICATION. lcwtibt H / 3 TOIMdSF@P 3 Al RANGE -• a LAND LSE /7 Q m LOT CVG %: a f FLOOD ZONE Y '` FWM MAP f: ® IST FLR ELV: CST TYPE: OCCP TYPE MAX OCCP: MCAT—� !�- Ui2 to, SEWER: �i` 1/T+PJJ SPAINI6EFtS i `s LOT OF REC (betr lAq LOT OF REC (aAr 9/9t)) LOT SPLIT REQV DECAL NCU FAT NABRABALE +E AREA (RADO ROAD UPACT - Q_(/n OWS ROAD CREDIT Zow AIPACT FEE DUE - Y NE %C� cs`� 3,PA T FEE n(�� FOME FEE- FSE FEE MSC FEES: & Y N ` ADDaX)NAL SPECWY: RECD i F2'�iYS ZONING ZCNM PLANS Fi� SY EXAMINING OATc CDwts`E S �4'iNLS C PR #: 39 MAP NO.: 13 /.3 d TAZ NO.: MAX WT., # OF FLRS: STORMWATER LOT SPLIT APPRV'D PERMIT RADON FEE Y N TOTAL ROAD IMPACTFEE r� TOTAL *N SCHOOL .��-v .�.x` MPACT HE - TOTAL PoucElFTREI POLIC MW. FEES TOTAL ALL FEES VEGETATION I SEA TLWLE I MAN"3'7' PUS.) ST. LUCIE COUNTY 10/13/95 ■] APICO202: CERTIFICATE DETAIL SCREEN Cert Nbr 2214 Contr id 771_ : WOEBER, KATHY L D.B.A. LONG'S ROOFING INC Address 4430 COMMERCE AVE SE Unit City STUART State FL Zip 34997 Phone (407) 286-3596 Fax Class code 7050 ROOFING - REGISTERED Comments 0 Status HOLD Type R State Registered Signers N State License RC0050207 State expires 08/31/95 Municipal Occup License Municipal OL expires County Occup License County OL expires Worker Comp WC1-651-004 110-015 W/C expires 03/01/96 Bond Bond expires Liability PAC 600 1951 Liability expires 05/06/96 Exam Nbr Exam Grade Exam Date Applied Issued Reinstate Renewed Cert exp W/C waiver N 10/03/95 09/30/96 O/L waiver N <Browse> I<Options> <Softkeys> <Save> 12214 ICL NL 14 PHONE CALL A.M. FOR DATE TIME P.M. M PHONED s OF RETURNED` PHONE YOUR CALL AREA CO DE NUM9ER EXTENSION pC'sALi MESSAGE L WI�CCALL , ,,GAtAt CA�dE'70 Y[lU ax �"Ep�E.E xry� :N,UTO U SIGNED TOPS FORM 4003 (PDS) ST. LUCIE COUNTY 10/19/95 eeeeeeeeeeeeeeeeeeeeAPICO202: CERTIFICATE DETAIL SCREEN666666666e666666666661 0 ° Cert Nbr 16087 Contr id 2361 WOEBER, KATHY L U ° D.B.A. L & W ROOF SYSTEM INC 1 ° Address 4430 SE COMMERCE AVE Unit Y ° City STUART State FL Zip 34997 Y -° Phone (407) 220-5852 Fax Y o Y ° Class code 7050 : ROOFING - REGISTERED Comments 0 Y ° Status ACTV Type R State Registered Signers N it o is ° State License RC0050207 State expires 08/31/97 Y ° Municipal Occup License Municipal OL expires Y ° County Occup License County OL expires Y ° Worker Comp WC1-651-004110-015 W/C expires 03/01/96 Y ° Bond Bond expires Y ° Liability LGLA 113 1831 Liability expires 02/03/96 Y ° Exam Nbr Exam Grade Exam Date Y o Y ° Applied Issued Reinstate Renewed Cert exp W/C waiver _ Y ° 10/06/95 09/30/96 O/L waiver Y 0 aDefault value is ......................................................................................... .. .. .. .. Neeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee .... .................. ° <Browse> °<Options> <Softkeys> <Save> 016087 °CL NL ° 4 jAmerICtln L<iWI ""W A$SoCO!l,y) Owl ier'S Ov PUrm 0 1010 — A-Int emI 10.17-84I M6dI0t7GIM6i IR4)il.. ;: OWNER'S TITLE INSURANCE POLICY Attorneys' Title Insurance Fund, Inc. ORLANOO, FLORILM SUBJECT TO THE EXCLUSIONS FROM COVERAGE; THE EXCEPTIONS CONTAINED IN SCHEDULE; B AND THE PROVISIONS OF TIME CONDITIONS AND STIPULATIONS HERFOC, ATTO'ItNEYS' TITLE INSURANCE FIND, INC-,a Florida corporation, herein called The fund, insures, as of Effective Date of policy shown in Schedule A, against loss or damage, not exceeding the amount of insurance stated in Schodlile A, and costs, attorneys' fees and expenses which,The Fund may beeome obli15ated to pay hereunder, sustained or incurred by the', insured by reason oft L Title to '!the estate or interest described in Schedule A being vested otherwise than as stated therein; 2. Any de�ect in or lien or encumbrance on such title; 3. Lack of it right of access to and from the land; or 4. Unmarltetability of such title. In Witness Whereof ATTORNEYS' TITLE INSURANCE FUND, INC, has caused this policy to be signed and sealed as of the date of policy shown in Schedule A, the policy to became valid when countersigned by an authorized signatory. F,. Attorneys' Titl¢ Insurance rand, Inc. SEAL 13 By ' Charles J. Kovales;W President SERIAL, orm- 513712 R)NO FORM R/s91 Exclusions from Coverage TIik following matters are expressly excluded from the coverage of this policy; 1. (a) Governmental police power. (b) A-ny IsAw, ordinance or governmental regulation rotating to eavlronmerdinl protection. (c) Arty law, oedloance or govemmentat regulation (including but not limited to building and zoning ordinances) restricting or reb>ulating or prohibiting the occupancy, use or enjoyment of the taad, ar regulating the character, dimensions or location of any improvement now or hereafter erected bn the land, or prohibiting a separation in ownership or a change in the dimensions or twit of the land, or any parcel of Rich the land is or was a part, (d) The eff¢ct of any violation of the matters excluded under !a), (b) or (c) above, unless ,notice of a defect, lien or encumbrance nrsulting from a violation has been recorded at Effectiv6 Date of policy in those records in which under state statutes, deeds, mortgages, lis pendens, liens or other title encumbrances must be recorded in order to impact constructive notice to purchasers of the land for value and without knowledge; provided, however, that without limitation, such records shall not be construed to Include records in any of the offices of federal, state or local environmental protection, zoning, building, health or public safety authorities, 2, Rights of eminent domain unless notice of th^ exercise of such rights appeeus in the public records at Effective Date of policy. 3, Defects, liens, encumbrances, adverse claims, or other matters (a) created, suftered, assumed or ngrted to by the insured claimant; (b) not known to The Fund and not shown by the, publiareeorcls but known to the insured claimant'eithor at Effective Date of policy or at the date such claimant acquired an estate or interest insured by this policy and not disclosed In writing by the insured claimant to The Fund prior to the date such insured claimant became an insured hereunder, (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Effective Date of policy; or (e) resulting In loss or damage which would not have been sustained If the insured claimant had paid valuefor the estate or interest insured by this ;xrlicy, II 'L 7 i -'ONDIT10% AND ..STIPULATIONS (continued) 8. Reduction of ma ility All payments nod'Y r this polt_i, t+ for coats, rttuutt•ytii hoes. and evpeil nInUU11l.Uf tI,C IP9Urlrl:e lAntdnEC NO without producing this policy for i payinont nWmx Um polfey be lost o case proof of such i loss or test action s satisfaction of Tile Fund. 9, l• mHy Noncumulative It is expressly understood that thi incer this policy shall be reduced Fund may, pay under any policy! i:Yrrtgage 51tUW11 UY rGECYYCd tU Ill Jch lion on the estate or interest Covered mortgage hereafter executed by tot it, or hen oil the estate or interest des. bdheduL•: A, anti the antouot sop.. paymentt ipcicr this policy. The Fund apply hi the payment of any such Cl otiamwise would be payable hereun. of We estate or interest covered l nntotmt so paid shall M deemed a hat to said insured owner. 10. Apportionment If the land Iextibli hi Schodulo paicets which are not used as a si os(abllshcd affecting one or inure ofI the loss shall be tom puled And settle We amormt of insurance under it� pro rMa as to the value orrGffevtiv ,a l irate parcel to the iliole, exclusl motto 7ubsequcnt'Ito C.ffaCtfve 1) liability or value has otherwise Well retch parcel by The hunt and the tly: issuance of this policy and sho,vr nicnt heroin or by an endorsement IL Subrogation tlpun Payment m Whenever The Fund shall have s, pollct At right of sUUrognHod shill vest In The Fund cept payments madw ❑naffc _ ed by any act of the Insured cllhvant: The Fund shall s0s Shull reduce the Lc Sub oAmod to And Q entitled. to All tights and reriedles ayu ic• 1Amijbe made which Bich immed Claimant would have had against any Mdomement of such person or property in respect to such chlin had this policy ' destroyed, in Which. nOt I)Pen i99lled, atld If Ceglleated by Thr }ttliltl, alieh iltstiretl lall be furnished to the claimant shall transfer to'flie Fund all rights and remedies Against any person or property noes .art, in order to perfect such right of subrogation and shall permit The Fund to use mount of insucaace amoursof3amount to name of such hwured CWWO,.itt in any trat"wilgn or e byThe is hugation inwAvalg such rights or remedies. if the payment either tit) dues not Lover the loss of such Insured cininlant,'tile Fund i iuluLhgreofwliict) a still)besubrogatecitosuehrightsAndremetliesintheprcpor- lay this policy ib) a tion which said payment bears to the amount of said loss. if bred width c a charge losvahbulc! result from any act Much insured Claimant, such abed or refened to in act shall nor vold .this policy, but flle Pill,(!, in that event, shot) be required to pay, only that part of Any losses insured d shall be deemed a against hereunder whlchahmll exceed the Amount Harry, Wit hallhavC the. Uption t0 gagesany heoplit nto to The Fund by reanon of elm impairtnont of the right of r hi the insured owner subrogation, i this policy and the 12 Liability Limited h Tlds MIlcy went tinder this policy rhis inatruiilear ingather with all endorsements and other hixtrumeru5, if any, attached hereto by TI)c Fund is the entire puliry and contract betweer, the insured and The Fund, lrin sti+ of two or more Any claim of loss at dm•.tahe, whetimror tint based tin gle site and a loss is negligence,andwhichoNsesout ofthe status ofthetitle tothe nitvmu ekLlitnot MI, w5teatSh estcoveredheiebyolarlyactionassertiugsueh onaprorataolisisaslf claun,shallberestrictedtutire. provisions and conditions anti s polity Was divided stuff ulntions of this policy, late of policy of each, Me amencimt:nt of or endorsement to. this policy can be e of any improvements male except by wilting en lorsed hereon tit attrtched hereto r n of policy, unless a sit ned by either the President, a Vice President or agent of igreed upon as to each The Fund, bred at % little of the 13. Notices, Where Sent by an express state- All notices retiuired to be given The Fund and any taehed hereto. statement h writhtg requiredto be furnished The Fund shall Iefllenient be oddregas to DR principal office at Post nffiCL, lltlx 62MM, tied a claim under this Oriando, Florida 370518 (00 About your policy ... This pt_,hCy p ovides v4ueble glue prot c tet n. YvUSh)uGJ kt-P it ill a ,-,fe plzscc where it will U-• readily 2v311,able for rurwfN rcrorence. Thent is no recuruliiiiiiia prernsim. H ct: fit.. t s • � q to m io 3_ru,j Moor? nyA 1'91u qn — Unditions and Stipulatiot 1, DtftnlFlOn of T'eruls msurrd, and The Funrl only:takt ally oppopralC action n:Icrthe terrmsofthis pal,cy,whethrnlnrtltshall$ellabl•a thefollOcvingteemsevhcnwed ill thl "insured". the insured named i policy mean. 1' Schedule A, and, !hereunder, and shall not thereby con -ode liability or valve (a) si, h+l eel to any tights ordafotlics The and may havo livid. any provision of this policy, 4i) Vlllrtlever The Rind shall have brought any ac!Im, or against tile named insured, those who succeed of su4h insurer{ by operation of law a. to the intcr+:st ',distinbu+shrd frolic turret or p urk rposed a defcn r re ormitted by till' any such purchase Including, bud not hillited to heirs, distributtces, provt,,nns of this policy, The,Funl may pwsue litigaAop to final determination by it Nklft of wmpclent devisees, survivors, personal Yeptesenh dives, next of km, or ion dlctlori and expeessly resctves the right m .its sole corporate O firhtcia,y •successors (b' "insttreii claim +nt": an insured clal trig loss or d+nags discretion to 1ppeel front any adverse )udgntent or order. The hereunder: (c) "knowledge": actual knowlcdg�,, not constructive ( III Al rases where this pvlloo permits nr requires Fund toprosecutc or provide for the deferise of ally action or - hnowled;;eor not!re wiled! m.ry bu inq,�i kid to .id insured by prcevedinty the insured hwounder vhill cec rare to The Fund reason of any pubf!e recotds, land descritled,specttc{tltyorbyreferenccin the light to so prfigvrtele or proved, defense it such anion or pro,eedingand ollayfn:alsllietcln,and, permit The hundto (d)"land"; the Schedfdc and impm4emcnts offixed thereto which by law use, it its option, the nance of such htsured for such purpose, constitute real property; provided, how.uer, the term land" area leVilenever requested by The Funu ouch teisuracl shall give The Fund ell reasonable aid in any such croon or pine cdmy� doe, not Incluiie any property beyond specifically described or rafeer .d tom the ulnas of tl.e Schedile A, nor any in offmting scltievaLnt ecOring , lldence, Ohtalning w!t• right; title, interest, estate or lawmen ';In abutting strceis, l"csecs Orprometttins ot defcadlnh uchact!onOrproceed Ili& The Fund shall reimburse such insured for any expense roads, avenues, allays, lanes, ways or w, terways, bill nothing and lncurred, herein shall ill,<lify or limit the exten to which a right or so ae COSJ to nd helm the land is insured ' y this policy. 4 Notice of Loss---13niftallon of Action (c)"nor,hase;1:mortgoge;doe. doft ru ttlirnstdeed, orother ttauklithuntothenolicesrcrtuirrdunderparagraph3(b)Of security in3truillent. thege.Cnelditlorl4 Mid 8 !pulatiom, a Ekltemellt In writing (If it) ,pilblic records" those records whicli by law imp,ert any loss or damage for which It is deemed The Fund Is liable cunsto+ctive notice of ur.,lters rcl.rtng 9 saidiand, under the policy shall tie furnished t-i The Fund within 90 2. C:nutiuuntinnoflasuranceMier Conveyance ofTitle days after such toss ordsmage shall have been determined Rt•,rinbnghtotactionsha!laccnwtnaninsured Nalntatltuntil hO coverage of this policy shall ce ntinttc in force as of N) ,lays fter ituch statement shall have been furnished, _ liffective Dato of policy in favor of a Insured so Inng as FalhuL to furnish such statement of loss or damage shall such insured retails an eitatc or inters k !n the land, or holds terulhtntc any Holb!lity of The Fund tinder this policy as to an Indebtedness secured by .1 porch se money mortgage such loss or damage. • given 1,iy a purchaser from such insur Id, or so long aq quell insnrcei shall have liability by reason of :ovenantsofwarranty 5. Options To Pay or Otherwise Ride Claims ' Insured tranaf.•r made by such btsurc r wit eyance of such The Fund :,halt have the Option to pay or othenvl se settle for in the of an Insured claimant any claim Insured j . a' estnic or interest, provided, however cootileueinforce infavor ofanypurch this policy shall not serfrom suchhisured or name agaitistortotclYnlnnteall liability andobligationziofTile Mind of olthers,tlii estate or interest Or the, Inc bhtcdness sCcurCd by - hereumler by paying or tendering payment of the amount of a purdlasc nun,ey mortgage given to Tech Insured, insurance under this policy together with :any costs, attorneys' fees and expenses Incurred up to the thito of such -, _ 3, Defense and Prosecution of Actin a -- Notice of Clain, pay,nentOr tender of payment by the Insured claimant and To Be L ivcn by an Insured Cfa!m. lit authorized by The Fund s (a)TheFund, atits own cost and will out uuduedo!ty,shall H. Determlrrationand payment ofloss J pr.viduorlhedofceIseofaninsuredIn gWmlllel,Lftl, lllitfgati rncuns, nn(t Aanlst SI;cll insured, OC (a) TT,c !lability of Th . G'uld a tiler this galley shall In no w i,f iie'lten9 Ul' 1'000Cd111 p d a defense intcrpnsed against an insrirc !In enaction to enforce t elute exceed thcl oast of: (1) the actual loss of the htsured clshnant, or — it Contract (Or aaa.eoftile .e8lateor.Int eostIlisaidiend,tothe thearndelntofinaurancestated inSchedule A. L extent the t such litigation is fc7unded upon an allege..! tiefect, ib1 'tilt. Prieto! will pay, In ndchtlun' t i any Jugs Insured c lien, enconlbrince, or athor matter + sured ag,iinst by this igainst by this policy, all Costs Impasenl nlwn an insul•a.l In Holley. (b) rho Insured shall notify 1!w Fun d promptly ut writing Inignt(on carried on by The Fund for such insured, and ell coats, aitarlmys' fees and expenses In litigation on by (i) in .at•e ally ,;action Or hrucaululg begun or deh:ns^_ is ,;ttiunuflhe64nd, buchinsurcdriiththewr!ttcnutthOv inter oIedasset forth, ill (a)abive,(ti)th ciuwl� to an insured hlretmdel of any caseknowlcdgeshall (aim of title or Interest M INIa n liability has been iefinitoll, hued In accordance the Yonditiats of this tine loss or danrtgu shallout a which isadversetothetitle tothe esta which might relish tosq or damn eoirinterestasInsured , e f,lr which The Fund wide Policy, la• payable within 30 days thereafter. - N nr,tybchable.byvlrtueofth9'rpolicy, v6R)ittitlelothee'stote If 7. Limitation ofLiability tIIO taint hhtll lrlsC OY I7e ml(ritrlinilhl0 !hitter this v0{iaY 3 2 or interest, as insarvd, is rejeetad 15 till illarkettble. Such E pr<)ntptnoNcCsha!inr)tbCgtVetlfoTl e mnel'llicl astOst)ch (a) If The t�inJ, 9fter haVlilhr I'Ct;t'lvlld nf)fJl'1 ot011 R11L]�N4� d c Insured al! liability Ot'I'he Fund shall •mse and terminate In de6m, it:n ur encumbrance insured agohlsi hereunder,' z 9 retard to n the,alter or matters for wh s required; providW,, however, that i h much plontpt notice ailute to Notify shall In litigation or otherivise, ronioves such defect, elan or ancul v branceor establishes the tftl¢ as insured, wlfhlnareasoacr1541n. no easy prejudiu+ the ril;hts of lily n i;vh insured Under thiq lime aftat receipt of such notice; (b) ill the event of lingntfoiil — policy unless Tile Fundshallbepeei!dQedbysuchfailureand unill there has :been a final determination by a murt0by, Ikon vnl to the extent of such prduc IC0. Ct,tltpelPR(itlri5dli7hnn, and dlape]911lort Of AA appCJ!9 fhen!frOil�tJ Jet The Fund shall have tile right at and wuheutuncioedelay,prosccuteanyactinnorPn""dh,g tisutvocomtoInstitute . ,dvzr.;etotiletitle as1lsarctl,avprovided inparagrapiJ hereof;or(e.) for ihab!iityvoluntldlyacsumeuibyanlnsuac"IMf • or to;do,myothernctwhicnill its Opnudnmaybenee ssaryor settling any claim or suit without prior written fonsCfli desirable to establish the title to the �estate or !lit nest as s of Thn hunt, bi e ro COND'TiONS AND STIPULATIONS (continued on reverie aide) F Policy No.: OPM5.13712 OWNER'S FORM' Schedule A. Effective Date: October 22, 1992 Agent's Pile Reference: Ilarma Amount of Insurance: $2r700,000.00 1. Name of insured: W. 11. HARMS AND ASSOCIATES, SNC,, a Florida corporation 2, 'The estate or interest jit 01C land described herein and which is covered by this policy is a fee simple (if other, specify same) and is at the effective (late hereof vested in the named insured as shown by Instrument recorded in Official Records Book __ $_a 2 , Page of the public Records of__St. Lucie � County, Florida, 3, The land referred to in this policy is iescribt,d as follows: SEE ' SCH2"OULE "All ATTACHED Hl:;i"tETO AND BY REFERENCE MADE A PART Hk:liL"OF y, ISSUEI? QY WF1CK1 EN, CORM 71T & GOOGErP.A', 6775 NAME OF AGI'sN AGENT 0.'� / P.O. BOX 66 A,�({,�RNT'$ggI�,NATURp s aNU rt J TSTC _ MAIt fNC AOpRG9 34995 Flwldn __._.... CITY ...... FLINT) OWNER'S FORM s Schedule B h y i'oilc No.; P 513712 0 M � Y i :o This policy does not insure against loss or damage by reason of the following exceptions: 1. Taxes for the year of the effective ante of this policy and taxes or special ae8e8sments Which are not shown as existing (tens by the public records. F 2. Kight wr elaimsof parties in pvsseaanrrntvk shasvmtry the pnbltt mccrrch . 3E 'i 3. Fj�ernrxhnt�r�rs,-vvcritrps;buundnryiinediaputes;aircl-,mvvtiiermatterswtthtlwuvhtl�ctttyChtsEcll7y't11��ClttiRe �'� snewt*ya�KHsts}xetiurwfthrwpremr'es. 4, g,asenlents orelainim<rFerrtemeirtrrn+tyhown byHte pnbtiL rectnths °£ 5.,Atipkien;errigirttcr•a-ittn;faraenisrsrlrrGror,rorrmteriTl-tient�fore'nrhereaft�rhrz:risln.d;ittrp�sl�f'bp't�tw�ttht2tC �� siao+nrk�y-4he}vablic-rewronir n c d8 6. That mortgage from W. H. Harms and Associates, Inc., to Jodi; Inc., dated October 21, 1992, and recorded October 22, 1992, in OR Book 812, page y 1003, in the original principal amount of $2,025,000.00; AND Assignment of Leases and Cash Collateral; recorded October 22, 1992, in OR Book 812, page 1060; AND UCC-1 Financing Statement recorded October 22, 1992, in OR Book 812, page 1072. b� 7. Taxes, levies and assessments for the year 1992 and subsequent years, which are not yet due and awing. a. All charges for utilities fuxnished by a municipality which may be or may become a lien on subject property in accordance with Section 159.17, Florida Statutes. 9. This policy does not insure against county and/or municipal improvement b liens which are not recorded in the official records books of Martin County, Florida. 10, Consequences of attack on the estate insured herein under any creditor's rights law, state inoolvenoy law or federal bankruptcy laws. -F• 11. Memorandum of Agreement concerning utilities,, easements therefore, and s cross parking and ingress and egress easements dated November 9, 1987 bettaeen kioyt C. Murphy, Jr., individually and as trustee, and James L. Pax4n, individually and as trustee, and Kings/Tndrio Properties recorded in k , OR Book 564, page 447. 12. Warranty deed from Kings/Tndrio Properties to St. Lucie County Board of County Commissionr.rs r.ernrcled in OR nook 588, pass 1224. • 13. Warranty deed from Kings,/Indrie Properties to ;'-. Lucie County Board of county commissioners recorded in OR nook 588, page 1226. 14. Declaration of Restrictions by lKincle/Tndrio DAvelopMeht Corporation slated September 17, 1967, recorded January 27, 1988, in OR Book 577, page 15. Short Form Lease dated September 17, 1987, from Kings/Tndrio g Development Corporation to Winn Dixie Stores, Inc., a Florida corpoPation, 31 v recorded January 27, 1986, in OR Book 573, page 169. d CONTINUED u R � W O'R A µ an 3:nud N8:35. ;K4d 11ia9 gr3: SS s6,. 8S L pl �l � YI y y v� CONTINUATION OF SCHEDULE "B": 1G. Collateral Assignment of Leases and Rents dated Decambor 5, 1988, between Best Buy Drugs, Inc., and County. National. Bank of South Florida, recorded January 30, 1989 in OR Book 621, page 1517, as reassigned in 0R Book 698, page 1472. 17. Agreement between $t. Lucie County, Florida and Kings/Indrio Properties on Impact Fee Credit for Indrio Crossings Shopping Center dated April 25, 1988, recorded rune 31 1988 in OR Book 1512, AS assigned by instrument reoozded August 13, 1990, in OR Book 703, page 1385, and further assigned in OR Book 812, page 1077. 18. Easement to Holiday Pines Service Coreoration recorded May 170 1991, a in OR Book 736, page 2993. 19. Easement to Holiday Pines Service Corporation recorded May 17, 1991, in OR Book 736, page 2993. 20. Rights of way for, Tndr.i.o Road and Kings Highway. 21. Rights of tenants in possession pursuant to valid and binding leases. 22. This policy does not insure that portion of the storm water retention arcia that: overlaps and Pnornanhp:s on to adjacent).and as shown on the ;F survey dated 9/15/92, Job No. 1687, prepared by Culpepper and Terpening, Inc. NOTE: All of the above Information is recorded in the public records of Q St. Lucie County, Florida. F I d 6 d r u I p e 1 I I� i I� -.rr. ...., i e I w cn "I cf PT .AIWW �� SCHEDULE rip" That part of the Southwest 1/4 of the Northwest 1/4 of Section 13, Township 34 South, Range 39 East, St. Lucie County, Florida, lying East of SUNSHINE STATE PARKWAY FEEDER ROAD (S.R. '713) and lying ,.. South of the following described line.' E. a COMMENCING at a point (P.O.C) being the Southeast corner of the Southwest 1/4 of the Northwest 1/4 of :Jdid Section 13, run thence North 00002103" West along the East line of the. Southwest 1/4 of E the Northwest 1/4 of said Section 13, 708.55 feet to the POINT OF BEGINNING (P.o.ES.);, thence run South 89°59'58" West, parallel with the 1/4 section line, 760.46 feet; thence run South 44°59'58" West, 51.71 feet; thence run North 45'00'02" West, 268.56 Feet; thence E run North '75°00'02",West, 202.22 feet to the East rlghL of way line r of SUNSHINE STATE PARKWAY FEEDER ROAD ($.R. 713) and the end of this described line. w LESS AND EXCEPTING' ° The South 65 Peet for Indrio Road right of way and the East 20 feet z for road right of way (now DeLeon Avonue, formerly Royal. Palm t Avenue). The herein described parcel contains 18.825 acres by calculation of -this description. 12-90. Description prepared by Culpepper and Te pening, Inc., 3 o y y L d\ r POWER OF ATTORNEY Know All Men by These Presents, that McDonald's Corporation, a corporation duly organized under the laws of the State of Delaware, and having its principal place of business in the Village of Oak Brook, State of Illinois, does hereby make, constitute and appoint Clark Bridgman of Boca Raton, Florida, its true and lawful attorney, for it, and in its name, place and stead to represent McDONALD'S CORPORATION, a Delaware corporation or McDONALD'S RESTAURANTS OF FLORIDA, INC., in any permit, zoning or land use application of any type for the constmction or remodeling of any McDonald's Restaurant, including the authority to sign applications and appear for McDonald's in public hearings or meetings, giving and granting to its attorney full power and authority to do and perform all and every act and thing whatsoever, requisite necessary and proper to be done in the premises, as fully, to all intents and purposes, as it might or could do, with full power of substitution and revocation, hereby ratifying and confirming all that its attorney or his substitute, shall lawfully do, or cause to be done, by virtue hereof. IN WITNESS WHEREOF, McDONALD'S CORPORATION, a Delaware corporation has caused its corporate name to be subscribed hereto by its Assistant Vice President this 4th day of January, 1995. McDONALD'S CORPORATION, a Delaware corporation .d l Witnessed by: COUNTY OF DUPAGE I, Ellen L. Loess, a Notary Public in and for the county and state aforesaid, DO BEREBY CERTIFY, that Michael J. Sise, Assistant Vice President of McDONALD'S CORPORATION, a Delaware corporation or McDONALD'S RESTAURANTS OF FLORIDA, INC., who is personally known to me to be the same person whose name is subscribed to the foregoing instrument appeared before me this day in person and acknowledged that he signed, sealed and delivered the said instrument as his free and voluntary act. Given under my notarial seal, this 4th day of January, 1995. My commission expires: May 30, 1997 /el/powerl _ OFFICIAL S,A L ELLEN L LOESS NOTARY PUBLIC STATE OF ILLINOIS MY COMMISSION EXR MAY 39,1 G97 i / Noiarj Public Ellen L. Loess 0 2; 95 TUB 16: 21 FAX 40711 1 0199 McDonald's Corporr ni f I Soec al. Notice Submisalon of this application does not constitute the granting of a Certificate of Capacity. All appropriate requirements must be met prior to this project being presented to the'.. Board of County Commissioners. St, Lucie County aeserves .the information, other than that. specified in this right to request additional application, when deemed necessary, for the rump lete review,: of this petitioned project. This a the Pt snbmis AL"1(BdOTdt..fiA(1SH1ihi'i'u APPLIC-OWS IHFORNATxoB_ (please print) 'S 34 City State Phone: (40� .39�- 800.E PP-OPER.Ts OMERS I1WOP14"1O9, (please print) T will be considered to be incomplete whithout the signature of her of record w ich shall serve as an acknowledgement of thhe s ,s at "on or certificate of Capacity for approval e -sJ-�ss®c, Inca state zip, r1i f 4 � ' vl�x Date TUE 16:21 FAX 407 7 0199 Mc➢onald's Corrorar Tl ._ G��VEQY,v RE WU 2 41955 SPECIAL Nonu eenns constitute the granting of site plan approval. All 6ubmissidYi 1` th:s application does not cons g g p l?P appropriate requirements must be suet prior to this project being presented for approval to . the approp ate authority. St. Lucie County reserves the right to request additional information hen necessary for a complete review of this property. ACKNOWLEDGMENTS Applicants formation: Agents Information: (Please Prin) (Please Print) MScDonald's Corporation ...Knight, McGuire,.& Assoc., In.c Applicant Name Agents Name 5200 Town Center Circle, Ste 600 2901 Cardinal Drive Mailing Address Mailing Address Boca Raton, FL. 33486 Vero Beach, FL 32963 City - — State Zip City State Zip PHONE: PHONE ('07) 391-800.3 (407) 231-2533 Property O ers Information: (Please Print) This appliratinn will not hr rnrlsi(JAre,d to be complete without the signature of all Property Owners of Record which shall serve as an acknowledgement of the submission of this application for site plan approval. The property owner's signature below skull also serve as authorization for the above applicant and/or agent to act�lon the half of said prope o er. Property Owners Na e (Attach extra copies if necessary) f}R3-2 N Kings Highway - Mailing Address ,Fort Pierce, FL 34951 City State Zip Code PHONE: (407) 467-6767 — Rev. 11/30/94 Environmental ~v% �Geotechni�cal ,� l,onstructiion Consulting - Engineering • Testing September 6, 1995 Project N2 771-55112 McDonald's Corporation 5200 Town Center Circle Suite 600 Boca Raton, Florida 33486 Attention: Ms. Lydia G. Belusko Real Estate/Construction Coordinator Report of Subsurface Exploration and Foundation Evaluation, Proposed McDonald's Restaurant, N.E. Corner of King's Highway (S.R. 713) and Indrio Road, St. Lucie County, Florida. Location code: 009-1508 Dear Ms. Belusko: PSI has conducted a subsurface exploration and foundation evaluation for the proposed McDonald's Restaurant to be constructed at the northeast corner of King's Highway (S.R.713) and Indrio Road in St. Lucie County, Florida. Our services were provided in accordance with our Proposal hio. P-397-264 dated August 3, 1995. A summary of'Iour findings and recommendations is provided in the Executive Summary section of this report. The results of this exploration, together with our recommendations for the building foundation design and site preparation, are to be found in the accompanying report. We appreciate the opportunity to. work with you on this project. Please do not hesitate to contact the undersigned if you have any questions about the report or if you need additional information. Respectfully, P I, NC. Parttia Ghosh, E.I. Project Engineer PG/KEA: kc\n 155112.RPT Kevin E. AAR, .E. Department manager - Geotechnicai �ervices PSI, • 2540 MetrocentrBoulevard, Suite 1 • West Palm Beach FL 33407 • Phone 407/689-3400 - Fax 4071684-9398 McDonald's Corporation Project N° 771-55112 EXECUTIVE SUMMARY 1 Exploration and evaluation of the subsurface conditions have been made at the site of the proposed McDonald's Restaurant to be constructed at the northeast corner of the intersection of King's Highway (S.R. 713) and Indrio Road in St. Lucie County, Florida. Test borings have been drilled and the samples of materials recovered from the borings have been visually examined and classified. The data have been carefully evaluated in light of the project information provided by Ms. Lydia Belusko and Mr. Clark Bridgeman of McDonald's Corporation. The results of the exploration and evaluation indicate that conventional spread footings are the most suitable type of foundation for support of the proposed structure after the site preparation recommendations, presented in this report, have been implemented. The site stratigraphy and our recommendations for foundation design and related construction are summarized below. • The test borings disclosed most of the site to be mantled by two to four feet of relatively clean loose sands. Medium dense sand with some sand size shell fragments underlies the surface soils to depths of about six to eight feet below grade and are followed by medium dense silty to clayey sands to terminal limits of the borings (maximum of 15 feet). However, in one of the borings, the silty to clayey sand layer was not present and the sand and shell layer extended to termination depth of exploration. • Spread footings may bear on the existing sandy soils which mantle the site once they have been densified. We recommend the footings be designed using a maximum allowable soil bearing pressure of 3000 pounds per square foot (psf): We estimate that the total settlement of the footings will be less than 1/2 inch. Differential settlement between adjacent foundations is expected to be one-half of the total settlement. Distortions that occur along the wall footings due to differential settlement should not be more than 1 in 1000. • Site preparation in the building and pavement areas should include normal stripping of existing vegetation (grass) and the removal of any topsoil. After stripping, the subgrade should be levelled and densified prior to the placement of the subfloor fill and prior to excavations being made for the foundations. • The ground floorslab for the building may be a conventional slab -on -grade constructed on compacted granular fill. Zvi McDonald's Corporation Project Ns 771-55112 INTRODUCTION Authorization 2 This report presents the results of a subsurface exploration and foundation evaluation for the proposed McDonald's Restaurant to be constructed at the northeast corner of King's Highway (S.R. 713) and Indrio'Road in St. Lucie County, Florida. Our services were provided in accordance with our revised proposal for Subsurface Exploration (PSI Proposal No. P-397-264) dated August 3, 1995. Authorization to perform this exploration and evaluation was verbally given by Mr. Clark Bridgeman of McDonald's Corporation. Purpose The purpose of this exploration was to evaluate the subsurface and groundwater conditions at the site and to recommend a type and depth of foundation system suitable for the proposed building as well as to provide criteria for the architects and engineers to use in preparing the foundation design. Scope The scope of this study included subsurface exploration, field testing, engineering analysis and evaluation of the foundation materials. The scope of services did not include any environmental assessment for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, groundwater, or air, on or below or around this site. Any statements which appear in this report or on the boring logs regarding odors, colors or unusual or suspicious items or conditions are strictly for the information of the client. General The general analysis of the foundation conditions reported herein is considered sufficient in detail and scope to form a reasonable basis for the foundation design. The recommendations submitted for the proposed building are based on the available subsurface information and the desigd details furnished. McDonald's Corporation Project N° 771-55112 3 If there are any revisions to the plans for the proposed structure, or if deviations from the subsurface conditions noted in this report are encountered during construction, PSI should be retained to determine if changes in the foundation recommendations are required. If PSI is not retained for these functions, PSI will not be responsible for the impact of those conditions on the performance of the structures. PROJECT DESCRIPTION We understand that the planned construction will include a one-story CBS restaurant with a slab - on -grade floor, a monument sign and associated pavements. The building will house a McDonald's Restaurant. Construction will employ load bearing masonry walls and isolated columns. Structural information for the proposed one-story building and monument sign has not been provided. However, design criteria specify that a minimum allowable soil bearing pressure of 2,000 psf is required for the building. For foundation evaluation purposes we have assumed that the individual column loads will not exceed 50 kips and that the bearing wall loads will not exceed 3 kips per lineal. foot (klf) in the building. The monument sign will be supported on spread foundations and it is not expected to transfer load in excess of 2 klf. Pavement areas for parking and driveway access are planned as part of the construction. The proposed pavement areas will encircle the restaurant. Entrances/exits will be provided along Kings Highway (S.R. 713). Traffic across the new pavement areas is expected to be moderate to heavy and consist primarily of automobiles, light -duty trucks and occasional heavy-duty trucks. The finished floor elevation for the building as well as the finished grade for the parking lot have not been established. We assume that the finished grades will be several feet above existing grade. Therefore structural fill will likely be required to bring the site to the desired grades. 1 McDonald's Corporation 4 Project N4 771-55112 DESCRIPTION OF SITE Site Location The site for which this subsurface exploration has been made is identified outparcel " B" of the Indrio crossings shopping center. It is located at the northeast corner of the intersection of King's Highway (S.R. I713) and Indrio Road in St. Lucie County, Florida. The outparcel is contained within Section 13, Township 34 South and Range 39 East. The site has the shape of a quadrangle with unequal sides the longest of which lies parallel to King's Highway. We have appended a Vicinity Map which identifies the location of the site with respect to existing streets and landmarks. This map is presented on Sheet 1. Site Conditions The site conditions were observed by a representative of PSI on August 21, 1995. The site is presently vacant. The topography of the property was observed to be relatively sloping from the west boundary to the southeast section and covered with grass. Some standing water was noted near the southeast section of the property after a heavy rainfall. The truck mounted drilling equipment used for the subsurface exploration did not experience any difficulty in moving around the site. FIELD EXPLORATION General The field 'exploration to evaluate the engineering characteristics of the foundation materials included reconnaissance of the project site, drilling of the test borings, performing Standard Penetration Tests and recovering split spoon samples. Water level measurements were recorded in each of the test borings after their completion. In addition one borehole permeability test was performed to determine the hydraulic conductivity of the surface soils. McDonald's Corporation 5 Project Ne 771-551I2 Exnloratory Borings Five (5) 15 foot deep Standard Penetration Test (SPT) borings were drilled at the project site. SPT borings B-1 through B-4 were drilled in the area of the proposed one-story structure. Boring B-5 was drilled at the proposed monument sign location. In addition, two auger borings were drilled in the pavement areas to a depth of 5 feet below existing ground surface. The borings were drilled at the locations selected by McDonald's Corporation and PSI. These locations are shown on the Boring Location Plan presented on Sheet 2. The SPT borings were advanced by rotary drilling with a %-inch diameter tri-cone roller bit using bentonite mud as drilling fluid. Straight augering techniques were used for the auger boreholes. Samples of the in -place materials were recovered at regular vertical intervals using a standard split spoon driven with a 140 pound hammer freely falling 30 inches. Samples of the subsurface materials obtained from the borings were field classified and then transported to our laboratory in sealed jars for further classification by a soils engineer as per the Unified Soil Classification System (ASTM D 2487). The borings were located in the field by a representative of PSI utilizing normal taping procedures. They are presumed to be accurate to within a few feet. After completion of the test borings, the drill holes were backfilled with excavated soil and the site was cleaned as required. Borehole Permeability Test One borehole permeability test was performed at the site in general accordance with the South Florida Water Management District (SFWMD) procedures for the "Usual Open Hole Constant Head" test. The test was performed in a 4-inch diameter angered borehole advanced td a depth of 6 feet below the existing ground surface. Solid stem augers were used to drill the borehole. A 2-inch perforated PVC pipe was set in the borehole prior to retrieving the augers. Silica sand was placed around the perforated pipe to preclude caving of the borehole. Water was then pumped into the cased borehole in order to raise the ambient water level to near the ground surface. Once the inflow stabilized with the outflow rate, the average pumping rate and the elevation of the water surface obtained with this stabilized flow rate were recorded. A hydraulic conductivity value was determined from the test result and is tabulated below. The hydraulic conductivity value is reported in units of cubic feet per second per square foot ®f seepage area per foot of head (cfs/ft2-ft). ��d I II McDonald's Corporation Project N° 771-55112 Test Location P-1 Hydraulic Conductivity (cfs/ftz-ft head) 1.67 x 10' Z Materials encountered at the test site were identified in the field, from cuttings brought to the surface by the augering process. Representative samples of the in -place materials were placed in glass jars and transported to our laboratory for verification by a geotechnical engineer. Detailed information about the subsurface conditions encountered at the percolation test locations and the, results of the percolation tests are presented on the Boring Logs and the Summary of Percolation Test Results, in the Appendix, respectively. SUBSURFACE CONDITIONS General Subsurface materials encountered in the borings have been visually examined and classified and are described on the boring logs. The results of the Standard Penetration Tests and water level observations are also presented on the boring logs on Sheet 3. Representative samples of the materials recovered from the borings were placed in sample jars. They are now stored in the laboratory for further analysis if desired. Unless notified to the contrary, all samples will be disposed of after 60 days. The stratification of the profile components as shown on the boring logs represents the subsurface conditions at the actual boring locations. Variations may occur within a short distance from the borings. Lines of demarcation represent the approximate boundary between the types of materials encountered, but the transition may be gradual, or not clearly defined. It is to be noted that, whereas the test borings are drilled and sampled by experienced drillefll, it is sometimes difficult to record changes in stratification within narrow limits. e�a:€scr McDonald's Corporation Project Ns 771-55112 Stratigranhy 7 The test borings generally disclosed the site to be mantled by 1 to 4 feet (thick) of relatively clean sands a layer of sand with some sand sized shell fragments that persists to depths of 6 to 8, feet. Clayey to silty sands occur next in the profile and extend to the terminal depth of exploration. However, in one of the borings (B-4), the clayey to silty sand layer was not present and the sand and shell layer extended to the termination depth of exploration. Also, in boring B-5 a two foot thick layer of organic stained sand was found immediately below the ground surface: A detailed description of the interlayering of the subsurface materials is provided on the boring logs presented on Sheet 3. The relative density of the in -place soils was evaluated from the results of the Standard Penetration Tests conducted during the drilling operations. The results indicate that the soils with upper 2 feet of the profile are loose while those below 2 feet to the terminal limits of the borings are medium dense. Groundwater Conditions Groundwater levels were measured in the open boreholes upon completion of the drilling and sampling activities. The water levels measured in the test borings ranged from 0.2 to 1.4 feet below the existing ground surface. Variation of the groundwater level depth over the entire site is attributed to the sloping nature of the ground surface, which gradually descends from the western boundary to the southeast section. However, please note that groundwater levels in Southeast Florida fluctuate seasonally as a function of rainfall and the infiltration rate of the soil. Therefore, at a time of the year different from the time of drilling, there is a possibility of a change in the recorded levels. We estimate that the measured groundwater levels indicate a wet season due to significant rainfall infiltration experienced during Tropical Storm Jerry. FOUNDATION EVALUATION The subsurface conditions of the site lend themselves to support of the proposed building and the monument sign using conventional spread foundations. These foundations may be constructed after the site preparation recommendations presented in this report have been implemented. fi Mrs McDonald's Corporation Project N° 771-55112 E Based upon the selected finished floor elevation for the building, the foundations may be based on the existing sands once densified and/or engineered fill. Preparation of the site to receive the new construction should include stripping of the existing topsoil, and placement of compacted granular fill for the building pad and parking areas. RECOMMENDED FOUNDATION TYPE Foundation Design We recommend that the building and monument sign be supported on conventional spread footings. The spread footings should bear on the compacted native sands, or alternately, on granular engineered fill. The footings should be designed using an allowable bearing pressure of 3000 pounds per square foot. The footings should be placed at least 18 inches below the finished exterior grade in order to provide confinement. We recommend that the footings supporting isolated columns have a minimum width of 24 inches and that continuous footings have a minimum width of 18 inches, even if that dimension produces a bearing pressure less than the allowable. The purpose of limiting the minimum footing size is to prevent a "punching" shear failure and to reduce the possibility of bearing on an isolated weak zone. The allowable bearing pressure refers to dead and normal live load conditions. It may be increased by 25 percent for total loads, including wind forces. The weight of the footing concrete and soil backfill may be neglected in the foundation sizing computations. Settlement Potential The amount of settlement that a structure founded on granular materials will experience is primarily governed by the compressibility of the materials, the sizes and depths of the foundations, and the pressure imposed on the supporting materials. Based on the field test data obtained, our experience with similar structures and empirical relationships for bearing capacity and settlement, we estimate that the maximum total settlement of the foundations for the one- story structure will be less than 1/2 inch provided the column and wall loadings do not exceed 50 kips and 3 kips per foot respectively. �a �s McDonald's Corporation 9 Project N4 771-55112 Differential settlement between adjacent foundations should be approximately one-half of the total settlement. Distortions that occur along the wall footings due to differential settlement should not be more than 1 in 1000. The granular materials which will provide support to the footings have low compressibility and any settlement due to pressure applied by the foundations is likely to occur almost immediately upon application of the loads. In this case, nearly all of the settlement of the foundations due to dead loads is expected to take place during construction. The portion of the settlement due to the live loadings of the structure will generally take place soon after the first application of this load. Floor Slab We recommend the procedures described in "Site Preparation" section of this report be used to prepare the floor slab subgrade. Slab -on -grade construction may then be employed for the ground floor of the building. The floor slab should be suitably reinforced to make it as rigid as practical. Proper joints should be provided at the junctions of the slab with the walls and columns so that a small amount of independent movement can occur without causing damage. If moisture intrusion into the floor slab is not desired, an impermeable membrane should be installed on the soil subgrade before the slab is cast. Normally, a 6-mil thick polyethylene film is satisfactory as a subgrade moisture barrier. However, some floor coverings may have a comparatively sensitive tolerance to moisture flux that a thin polyethylene film cannot suppress. Under these conditions, other types of moisture membranes may need to be considered. CONSTRUCTION CONSIDERATIONS Site Preparation We recommend that topsoil, which includes mineral soil with vegetative root systems be stripped from the building and parking areas. Where the above site preparation procedures create excavations below the final proposed grades, the excavations should be brought to final grades with engineered fill as specified in this report. After stripping is completed, the building area should be leveled and the surface soils densified prior to the placement of the subfloor fill. Densification of the soils should be performed in the building footprint plus a 5-foot wide perimeter extending beyond the outside lines of the structure and pavement areas. Iai McDonald's Corporation 10 Project N° 771-55112 In -Situ Densification of Soils The surface soils in the building footprint plus a 5-foot wide perimeter extending beyond the outer lines of the structure and the pavement areas should be densified with a self-propelled vibratory roller which imparts a dynamic drum force of not less than 27,000 pounds (Raygo Model 404-B or equivalent). Density control should be exercised in the: upper 12 inches of the subgrade. Soils in this 'interval should be compacted to 95 percent of the Modified Proctor maximum dry density determined per ASTM D-1557. Frequent wetting of the subgrade may be necessary during the rolling operationto prevent drying and loosening of the upper 6 to 12 inches of soil. Subgrade soils beneath footings should be densified to an equivalent relative compaction to a depth of at least 12 inches below the foundation bearing level. Engineered Fill and Backfill Proper control of the placement and compaction of new fills for the project should be provided by a representative of the, Geotechnical E gineer. The fill materials should be placed in lifts not exceeding 12 inches in .loose thickness. Each lift should be compacted to a minimum of 95 percent of the Modified Proctor maximum dry density near the optimum moisture content as determined by ASTM D 1557. Fill to be compacted with a vibratory plate or a walk behind vibratory roller should be placed in lifts not exceeding six inches in loose thickness. It is imperative that any fill supporting' footings or floor slabs be placed, compacted and tested in accordance with the specifications of th s report in order to adequately support the footing and floor slab loads. The tents should be pe'formed by a qualified soils technician working under the supervision of a Geotechnical Engine r in accordance with appropriate ASTM procedures. Any fill with less than the recommended relative compaction should be recompacted until the required density is obtained prior to the placement of subsequent lifts or concrete for substructures. The structural fill should be free of orga is matter and consist of granular soil containing less than 10 percent material passing the No. 200 mesh sieve. The fill material may be composed of either clean sands or crushed limero k (or coquina). The crushed limerock (or coquina) should have no particle ize in excess of three inches and have a Unified Soil Classification System designation of Sp ; GP or GW. ��e l McDonald's Corporat Project NQ 771-55112 Groundwater Control Based on the water level measurements required for excavations, depending upc existing at the time of construction. Gt pumping from barrel sumps located in located outside the bearing areas to avi level should be maintained at least one construction and two feet below the su conducted. If greater groundwater low control is desired for prolonged periods may be required. Foundation Construction Disturbance of the granular soils caused that were not disclosed by the borings,c, reason, it is recommended that the soils compacted in -place. The upper twelve (1 not less than 95 percent of the Modified 1 designation D-1557. If the footing bear resulting from precipitation and runoff, tt with compacted crushed limerock. Flexible pavement structures in this l wearing course, limerock base course thicknesses are presented below: Flexible A pbaltic Concrete Bit se course (LBR= Stabilized subgrade ide during the drilling operations, dewatering may be the final floor elevation, and the groundwater levels mdwater can generally be lowered one to two feet by erimeter ditches or pits. All sump inlets should be 1 loosening the surrounding soils. The groundwater of below the bottom of the excavations made during ice upon which vibratory compaction operations are ing is required, or where more positive groundwater i single -stage, fully -sanded vacuum wellpoint system )y the excavating equipment and pockets of loose soil n occur at the foundation bearing elevation. For this exposed at the bottoms of the footing excavations be Z) inches of these soils should be compacted to achieve 'roctor maximum dry density as determined by ASTM .ng materials become disturbed due to surface water e disturbed soils should be overexcavated and replaced raphic area typically consist of an asphaltic concrete a stabilized subgrade. Typical pavement component CHICKNESS HES)' McDonald's Corporation 12 Project W 771-55112 The base course materials in the pavements should consist of crushed limestone (or coquina) having a minimum Limerock Bearing Ratio (LBR) of 100. Base materials should meet the requirements presented in the latest revisions of the Florida Department of Transportation "Specifications for Road and Bridge Const ction", Section 911 (limestone) or Section 915 (coquina). The base course should be compa ted to at least 98 percent of maximum dry density (ASTM D-1557). The subgrade should be stabilized to a dep of 12 inches to achieve a minimum Limerock Bearing Ratio (LBR) of 40. This can be ac ieved by blending base materials with the existing sandy subgrade soils. The required mixing (ratio should be determined by laboratory testing, although we expect this ratio will be about parts sand to 1 part base rock, by volume. The stabilized subgrade should be compacted to a� least 98 percent of maximum dry density (ASTM D-1557). Where semi -trailers or dumpsters are to be p ked on the pavement, so that a considerable load is transferred from relatively small steel upports, it is recommended that rigid concrete pavement be constructed. In addition, the apron utilized for unloading the dumpsters by heavy duty -trucks should also be provided with rigid pavement. A minimum Portland concrete pavement thickness of 6 inches is recommen ed for the project if a rigid pavement is employed. The concrete should be reinforced to withs nd the traffic loadings anticipated and jointed to reduce the chances for crack developm nt. The minimum rigid pavement thickness recommended above is based upon concrete with an unconfined compressive strength of 3500 pounds per square inch (psi) and a modulus of rupture of 450 psi. Site earthwork preparation procedures as discussed in the above sections would be appropriate for pavement areas. Specifically, this will involve removal of existing vegetation and stripping of root systems prior to engineered fill placement. Fill that may be required to raise grades in paving areas should be compacted to at least 98 percent of maximum dry density (ASTM D- 1557). GENERA, CONDITIONS The Geotechnical Engineer warrants that (the findings, recommendations, specifications, or professional advice contained herein, have been presented after being prepared in accordance with general accepted professional practice in the field of foundation engineering, soil mechanics and engineering geology. No other warrankies are implied or expressed. McDonald's Corporation Project Ns 771-55112 13 After the plans and specifications are complete, it is recommended that PSI be provided the opportunity to review the final design and specifications, in order to verify that the earthwork and foundation recommendations are properly interpreted and implemented. At that time, it may be necessary to submit supplementary recommendations. This report has been prepared for the exclusive use of McDonald's Corporation for the specific application to the proposed construction. 4 • � SUMM Y OF BOREHOLE PERMEABI LITY TEST RESULTS I Proposed McDonaldsR Restaurant ant i Indrio and Kings Highway g g aY I, Lakewood, Florida I � PSI PROJECT NO. 771-55112 i Dia meter Groundwater Level Below Existing - Test Dateof Depth Ground Surface Average $, Hydraulic No. Performed Hole (Feet) Flow Conductivity Hole Casing' Prior During (Feet) at Rate (cfs/ft'- (Inches) ;(Inches) to Test Test (gPm) Ft.Head) PI=,1 8/28/ 4 2 6 1.9 0.0 0.9 1.67z10' Note: ' (1) The above hydraulic conductivity value is for a french drain installed to the same depth as the borehole test. The value represents an ultimate value. The designer should decide on the required factor of safe[ I� . (2) The hydraulic conductivity was calculated based on the South Florida Water Management District's Usual Open Hole Constant Head test procedure. 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LEGAL DESCRIPTION < I120 OUTPARCEL "Er 8, 21 sDESCRIPTION 49 isC &1C BEGINNING (P.O.B+) at the intersection the North line of the Aft South 65 feet of the Southwest 1/4 of the Northwest 1/4 of Section Range 39 East with the East right—of—way f23 it 47 13, Township 34 South, thence a line of the sunshine State Parkway Feeder Road' (S.R. 713); (2�32-0001-000/4) 46 11. run NOC'03'21" E along said East right—of—way line, 285.00 feet; t18. 16 AC 1 thence run East at right angles to the lost described line, 60.00 45 feet; thence run South 45!00'02" E, 158.86 feet; thence run South I44!59'5Er W. 244.11 feet to the Point of Beginning. All lying 111 '28 and be ing in the Section 13, Township 34 South, Range 39 East, St. Lucie County, Florida. ski 29-1 �i� 32s� ntlI The above described parcel contains 0.641 acres (27,939 square feet) by Calculation of this description. T itsIfifTAX I.D. NUMBER IsTAX I.D. NUMBER: 1313-23Z-0001-000-4 -4 ... .. . T3 WNSH'IP lvv 6 RANGE isisI QUIRED PERMITS IZE aIsifDESCRIPTION t..MODIFICATION TO EXISTING PERMIT TO EXISTING HOLIDAY PINES UTILITY COVER SHEET N WITHIN THE INDRIO CORP WATER MAII SITE PLAN (STRIPING, SIGNS DIMENSIONAL PLAN) CROSSINGS COMMERCIAL PLAZA* f SEWER: CONNECT T Ul ILI I Y 0 EXISTING HOLIDAY PINIEb PAVING, GRADING, DRAINAGE AND UTILITY PLAN SERVICE CORP. GRAVITY SEWER WITHIN THE INDRIO CROSSINGS COMMERCIAL PLAZA. fIPAVING, GRADING, DRAT,. Ir 1IitIfIIs141 sIafItIfIitIitIla II, It is61 Itsait e +T�k �h`:� S xv :' �:a t•rT,�k S1 1WS. qS'�"T" f � f) :6',� n r. n ,..;. ...... , s-... v. f �"' _...e+rk&f yT ""3'm ,3�=2� y'a ,; ii r � '« ?�tk �, • 1k i� �i F '� « u r r 'e x, s?ry' 9 a t" b1'?w� a' x u•akyy yx,a�„.k . �:., C> v? .Px.,ays.:�.'�^Y'*'tl> .nF ,k,i'sx, o. rt & , �. r.:i� n ` 'rs&RS'��a. 1;" „s;, 's xi 4_g}4��2r�,. . F� b�`:« S �1cGY '• s c n* �i r �.�a d a . � 3 9s T It a,Mi-�,�P. axv Q k h e k,jf r 4 v°V iS v,� ¢ v�v, u.erf175-it,'1 r7� x5'ak4am'?"'& # 's x Its �r s .3��'�iF �rP'n a�.�' �i��e s - a e '�`, i� ��1 M'�" ^ ': I ar ✓I ;« � n x f ?l ,.. a .v. .. .... 4. ...: ... _..' it +a w +v f C« T f P E« $ 'rt 4 C I .f r� milli g� tl n- s e �... s r a a c' d � s+ n Y u' b ux, P A s'i t h M a' 3f q u ....... ., _........Ld. n;�....,,. .�h o:. .... q .. ,_.. F.. ... . t._. a .... . :a. . s / ° - / n,.. _ . x • ._ ,,. � ; - �� " - � I 1,7 - �,, ,. 7 7 EXIS INV. - INDRIO CROSSING � - SHOPPING CENTER - --- -- -- - EXISTING ENTRANCE EXIST. TYPE 'C' INLET DRIVEWAY I TOP = 21.3'----�i ,! INV. = t 17.0-mit �� o - // � \ o 50 t ® 1 ! 89'S6 39"1Y � * , - I., . Z �.. Loo1 ``F EXISTING � r POWER -` I ,I' i POLE CONNECT TO , 1 I EXIST. 18 CAP I �' CONST. 15" C.A.P. f I I ".90' BEND, W/ 22.0 NEENAH R-5901-B 1#: j I E I ',' ,'W% 30"x30"R4CONC - I :. • I TOP EL = 21.68 I g . ' iI CONST, DRAINAG I ':� JUNCTION MANHI I < T. 28 L.F. OF •, TYPE 'P' STRUC ,. '' I ', "C.A.P. BOTTOM W/ MAP I 19.0 W TOP TYPE '8' RI I ? FOOT INDEX #'S o , & 201 N TQP EL 22.45, I" - I I N •^ x INV 17.0 I = 18.5 I I I r ,I III ' I I I °,,I I' HO EING 0 BIB®I ; O Y 5: 0 x I co., ^^ll XISTIN E - Y� LIGHT P(i I }; z.o lYPP9 I 9 I a IO a: t 1. j I L+ I a. ' ' i i9 I -' ' r I' I' I i •_ - CI ' I'llR (N HWY.. 11 't.;. I. I I if _ ,r. I I �I I - I NO 3x PAVED ' 0: I `. 11 I � I ih i O c III III r 1 nil i ill { 1 ,^ vl w 11 ^. a 1, i I I ./ -a i I III 1~ F \w�AA+� W I �� I 6 Ii I I _ i - \ EXISTING � '�.' : I s LIGHT POLE A APPROX. A PER FOOT }.' 1 I € " ,<\ %•y, PLANS I ' "^°XI ING �. EAST= ", � '.. m on z, `� . \,r _ C 0/19/9 REVISED SEWER CONNEC. & WATER MAIN CO B 9/22/95 REVISED SEWER & GREA ;RAP LAYOUT / I A 9/13/95 REVISED AS PER ST. LUCIE' COUNTY COMMENTS j ` REVISION DATE DESCRIPTION M OVERLAY TYPE S-1 MOO. l -.l 9 ASPHALT 5" TO O" / / i CONST. 25 L.F. OF - 15" C.A P. - INV= 185W I - 190E - r CONST. 15 C A P.'" 90- BEND. W/ -_ NEENAH R-5901-D' FRAME 4, RATE, APRON. '', TOP '85 •J 1. ,<o, � 2 %il _,RED. f?J CONST. FIRES s `` f W PREVENT BACKLO EVE �o 0 s R APPROVED OVED EQ II 11' 6 ` 9�' D �1JYATER;1 22. •6 S ) ¢ ?� CONST. 2" SEA21/IC E 17"x2�- 8" CI .P POLYMERE ERGLASS Xa 2" 5 < �19 CURB STOP OR am 6' GUAR `,'' SERVICE/M BE MODEL X D , . �- .�' 223/ CONST, -TAPP N () 2 750 GAL. ' D. • 23,2 zr � REASE TRAPS ' #fiNRANT 2 ,�� 225 '. PROPOSED �P co ' McDONALDS 5• M I 2 .J$ 5 2 E F.F. EL. 23.35 . 0 ® 0 m.. 22 (1,414 S.F.) CO A o ® p 4 KV'T EN WASTE PVC SEWE s LATERAL < 6" GUARD O 1% 1� w POST (TYP) TRASH URE + ENCLOSURE cCIN5T8rHKN s" b00R F.F. 22.5 W/ 1 #5 O PLAYLAND 23.30 (1091 S. ARCE FREEZER 22.9 0 2 .90 (281 S.F.) ` ' CAL' 6" GUARD _• ,. 1..,.. 23 3- POST (TYP) .I 23.0 / /' !C` 1; 0_ CONST. 5" CONC. S 3,1; W/ 6x6 10/10 WWM 6 DO NOT CONST WWM `' 4 1 "' , jjHiN 5' OF DETECTOR - 22.78nn4�0 D ,'r °�J .. I-1 11 1 II li I TYPE UY CURB 756 v 22.. - *4 I (tFT INCLUDED) w cW DESIGNED JOB N0. CW J.W.S. C 95-058 Cyr DATE SC'. E FIELD BOOK &PAGE 11 BY 8/23/95 1"* 0' ',ARKING EASEMENT 22.1 . EXISTING \j - - LIGHT POLE BY & VAU 6" Gl 2 MANHOLE ^ 84 11 EL=220• D EXISTING MANI -.. 23.0' 210 21.0' 20.0' 19.01 1 0 17.0' 16.0' 15.0: 1 ' • -l• t I II 1I i' , e_ a e e •. - -- a nl a n e e e �YRV I , • • 1 �. I i ' -Z -SERVICE w"IP11111111m I I � CONV.. LATERAL - � '" � w awl eBa s. A , - • • '. a� m • e t ','P VV )I. °xr 1 I I. I- £ y� S l • 1 '. £ „� c ' 31 11 ° _ 1.. •' 1 ''6.¢ I 1. �1 Ct y w 7 I �•• a t t. r '� ' :4 + x , r ws> P 1 ....Y "^�I R • • > i ' n r £ 1 i rl ^' s • • -• - • - - - ' gy a u 1 f '- r s - • • • ' a • i• I F p Y 1 ,, , 4 ;, • • �• LI .V " �� L .. M 4 • ♦ • ni,,ty a L a y r i. zd S' •• • • • • i °I t1 ,k r✓", _ '+ I •• ;, " » w ,Y ,f` `t f„[ vFIli 1 x ! II i • y"(x9 f• Re., 5 ] V ,6i'M W t t '•i6 11 `FJ 3 g J 1,1 T ('FP •• fi e¢ y 1 f l i s t- yIp" Y ••- , t tt i�1Ly d" �;. y L' • R wlkvkm wr 3 + " s: - ° - ♦ - -• - yy �n S s. 73 ` `, .,' .. f ._ jj� r a 11 L p,= . ,w, fir' " ,Y et • �• r ~q x l a f ' " L- "x r� Y % ' XYS ' k ¢ x as 1 - 1 1 V), n ,t s x J 1 iw :I s r ji4 - s, y, x, .n... W ' YI I .. tl i (+ F d ', Y F M Z ' 1,{ •. < •� ,y -I 1, �i f� e !Fs x " , `rylvl t _ f{ 4 Art 3 t i b I 4 ! • t 'I " ` t ,"' ; 1 f a ,� :i 2 -M } ,.: y. '4 : 4 e' t ik i w. 1 S y .y- tl4 F - Y�i .J 'Y ?i F ,i, i Cywq µ 4 i • y' / ? Y ; R^ 9 f t CY !.: f ti, h P _ pY 3'<• • • • •♦• i • • kr 1 �, ,: if , ,S s _ ' u P1 � , 9 . • • • • • • • • ' • • ' 1 F ¢ f ar a . , r , o- x # r 1!x s Sw ry iv , 5. r r e , Y • • • • - r ;?+ r 51i1 11V .l H - J {, - , 1 { ,t } . 1 } i,i 11 , L '� tl p <-r r -.tL r 'I s w k' , .r, 1,_ ., -4. Y R r = aye a` , ^ i,. -�5 M - %i, Sx. a A f a fi ). n �' S r , . t .. a - a ,Y 1 s s k , i - - ., ,. : v 'r J q 1, "' r o-.1 , , 11 •' L 11 I <, Y ", si u t .£ ,, i�s. ] "liq ] '- ' n{. < ♦ a 3'u^.^=S l 9Li9WP"° l nGy " , a P 11 ,.� • 1I ;�� e- - a •I•. I �, t• •••� I ♦ .:P •• • i ` 1: I,I .. r i ,� >r ., ....'% ID£ .,T - ,wN,� t_..1I'll .. h rs •_•• µ _ a. ;..; - .. so ♦ .1 , , L� l% - Z� I�CQUIRE & ASSOCIATES, INC CONSULTING ENGINEERS AND PLANNERS (407) 231-2533 2901 CARDINAL DRIVE, VERO BEACH, FLORIDA 32963 DRAWING NO. 5058DRA SHEET 3of6 a EXISTING DRIVEWAY 50't A ZONING - CN LAND USE - COM 1 If I f I I I INORIO CROSSINGS is SHOPPING CENTER --- ENTRANCE e / I I I I I I EXISTING 'd POWER POLE I H EX2 v) 'McDONALDS MONUMENT 1_. SIGN 20' HIGH ' 190 S_F. �`•. EXISTING LIGHT POL �� CONST \ HEDGE MONUMENT SIC APPRC PER F EXISTING POWER PLANS POLE ` ,u. CONNECTION B 0/20/9 REVISED SEWER A 9/13/95 REVISED SITE PLAN AS PER ST. LUCIE COUNTY COMMENTS REVISION DATE DESCRIPTION 6' HIGH (WITHIN 2 YEARS "F CONTINUOUS HEDGE, TYPI THIS. SIDE a, CONST HEDGE AROUND BACKFLOW PREVENTOR !OTDOOR\ 1EATlNG AREA '69 S F) e F:F, EL. PROPOSEDa. McDONALDS ° F.F�1 eta s�3.35 ,F_) y d e a TRASH FUTURE LOSURE INDOOR F.,z2.� PLAYLAND (1 SF.) OUT ARCS , FR$ EZER �» ZON NG - CG'• i .. r IAND SE COM :MENU BD A / r SEE ARCH): a �--6' HIGH (WITHIN 2 YEl CONTINUOUS HEDGE, T THIS SIDE a ^ OUTPA `J� I . AG,J ,... . . , (NOT.. DO jz • ' • • • • •' • • B accepted Planting practice with the quality Is as hereinafter described and shall be utomatic means. matic irrigation system installed shall' he following crltena: ' Pprnftler heads shall be circuited or zoned in order to romote the conservation of water. 'Automatic irrigation systems shall be equipped automatic ram shut -oft device for each zo' 3.nMer heads shall be directed away from as. acts of wind on the spray stream shall be reduced firing low trajectory spiny nozzles. Dn systems shall to maintained in of on at all times, to prevent waste of ' risible for the mointenan ibe maintained in a good i neat, and orderly appearance in conformance with the provisions of this to the standards of Florida No. 1 or materials shall be insect- and disease- - �d shall be clean and reasonably free from weeds paste or diseases when installed. Trees - . o. Trees shot be species having an average mature spread crown of greater than fifteen (15) feet in St. Lucie County. Palm ireea may im clustered into groups of three Three to: achieve this minimum fifteen (tre foot crown Throe are puai l one shade tree. 'species shall be a minimum of tan one-half feet anal have o caliper l f two and/on 2) one -hall (2 four and one-half (4-1/2) feet above tfle F'- = roes shall have a minimum of five (5) teat 4 minimum five (5) foot canopy spread Will be used to meet the Punk Tree,Bmsilian a d t� n to le 2 When led- al shall to 1 ; jrMmdual of of native'- h oa arw), Laurel ak. (Queraus I hus elliotti), or other approved is' be inches in height I where pip ..to form a two Con 1 screen of o0 of planting. or than grass, shall be planted in such a a /inishetl appearance and reaso"WX n nine (9) months after planting. nted in species normally grown as Lucie County. Grace areas may be a seeded, except that solid said 16 or other areas subject to erosion. ENTRANCE INDRIO CR( SHOPPING ,...._. orth GRAPHIC SCALE 20 40 ( IN FEET ) inch = 20 ft. DENOTES TREE (50% OR MORE TO BE NATIVE SPECIES) wr. DENOTES TREE FOR PARKING INTERIOR REQUIREMENTS 6.16R..YO.�'r,'w' DENOTES HEDGE 2 X EXISTING ELEVATION PROPOSED ELEVATION - DENO NOSCAPE AREAS MINI 727 S.F., 728 S.F. � LANDSCAPES R RAdj.cent •II.'NTSChpL7.09 ST TY L.D.R. Trees Hedge Fence Shrub 1 Tree/30 LF 8 240 N/A N/A OFF -SITE (SOUTH) : •1 240 LF x 1 Tree/30 LF 8 240 N/A N/A Abutting Properties •1 N.E. 135 L.F. x 1 TREE/30 L.F. 4.5 135 N/A N/A S.E. 105 V. it .TREE/30 L.F. 3.5 105 N/A N/A F SF JSF)X . OF 2 N/A N/A N/A 26 720 LF 0 0 CEL THE ABUTTING PROPERTIES ARE UNDER pWNE DEED AND SHOULD NOT REQUIRE BUFFERING. WILL ONLY PROVIDE IF MANDATED BY THE ST. LUCIE COUNTY COMMUNTIY PMENT DIRECTOR. LA SCAPING REQUIREMENTS ��+� I Iw all lsl l TOTAL AR- ! ..._T7.940 S.F. L:DIN: ,..: 1,695 S.F. UUR OPEN,. - ,015 S.F. -VEHICULAR'- .372 S.F. -LIVE UGUSIKUIM aw.-'- `-LAUREL OAKet `: OLEANDER rM4TNE PALM TR- '2 AMERICAN HOLLYet ,SLASH PINES ai BOUGAINVILLEA 'DAHOON HOLLY* i'° `. PALMETTO, SAW•1 WAX MYRTLE •1 VIBURNUM •1 •1 - THESE LAND 1pATERIALS ARE NATIVE TO FLORIDA. T 50% OF ALL PLANTINGS M NATIVE. 42 — PALM TREES BE PLANTED IN GROUPS OF 3. AND EQUAL 1 TREE a I iY+rt - - (iar . . - we {I slUrIl"IE & ASSOCIATES INC.• e • NCONSULTING rN 95 .- PI ENGINEERS AND PLANNERS K :e e. BOO r ,� —2533 • .• O M 2901 CARDINAL DRIVE, VERO BEACH, FLORIDA 32963 4 a. PER w Sly MATERIALS FOR A PERIOD OF ONE MATERIALS SHALL BE CORRECTED AT xa.yk CLEARING/GRUBBING THE CONTRACT SHALL COMPLETELY REMOVE AND DISPOSE OF B m S DER, TMBUILDING, AND AS OTH 0 n GRADING THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE , TOLERANCE OF 02 Ft.+ , P, T,L S GR AND FINAL DRESSING RE THE CONTRACCR SHALL Jill AS REQUI III!, Pill IN THIS T 780. ASPHr>ti CONCRETE SURFACE I"s }�` -' R TYPE 5—I MOD A.G S.C. SHALL a x ANO 331 OF THE STANDARD {' - ALL CURB CONSTRUCTION SN + INDEX 300. PROVIDE CON 8 !� CURB CUT RAMPS SHALL BE I STING CONTRACTOR °4 S OF AN APPROVED IN 'EMBANKMENT, FILL AND SURFACE C WEST FOR PA THE SCHEDULE FOR TESTING THE ROAD/PA ,� x A. EMBANKMENT (1) DENSITY TESTS SHALL BE TAKEN AT MUM OF 200 Ft, k B 1)FLORIDA BEARING VALUE TESTS SHALL BE TAKEN AT INTERVALS OF.`, r MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITI (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 C BASE: V (1) DENSITY TESTS SHALL BE TAKEN AT INTERVALS QF NOT MORE MM 2 D. PIPE BACKFlLL: >* (1) DENSITY TESTS SHALL BE TAKEN, E_ STRUCTURES (1) A MINIMUM OF I DENSITY TEST SHALL BE F. BUILDING PAD: ' (1) AS SPECIFIED IN ARCH17ECTURAL PLANS. s"ai ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR r # PROVIDE CLEAN—UP OF EX GRADED CONDITION. STRUCTED IN GENERAL ACC TH S TATION. CONCRETE SHALL HAVE A UM 2 BE AS 72 GRADE 40, Fy - 40,000 PSI, AND SHALL CRETE M AND STORM INLETS MAY BE USED UPON THE AST INLETS STORM INLETS SHALL 19E PRECAST REINFORCED CONCRETE IN ACCORD T RO Y AND TRAFFIC DESIGN STANDARDS', LATEST EDITION. TYPE R CONCRETE HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28—DAYS OF SHALL . - L... ANCE WITH SEC ANCE f ; 945 OF THE ST 'ii �WTH SECTION TATION. AS MIGHT BE SPECIFICATIONS W4: OF 3000 PSI ACCORDANCE MITI E MANUFACTURER^. TO FOOT DRAWINGS IN THE ED IN THE CONCRETE MIX. S CORRUGATED E' MUMAINTAIN RECORD I` -. AT ALL TIMES Ill SHALL BE ANNOTATED T HANGES E IN CONTRACT DRA RECORD DRAVANGS TO. TIDNSOF ITY M FINALPRIOR 0 THE CONTRACTOR SHALL BE REQUIRED TO HAVE A dED RECORD DRANIl�+x'<as�„ .o�E'Iu. lal. ".. IS C _ MUST ' LATE MUNICIPAL OR III WHERE NCES ARE MADE T( FOR ROADWAYS AND/OR PARKING PRIOR TO N THIS REOUIREMENT MAY T ALL CONSTRUCTION WAS TO BACKFIWNG (UTILITIES DIVISION) .DIVISION) a d+ li 00.19 9 AND PERMANEN TO BE •C DESIGN STANDARDS AND 7 ,STOP BAR$ Y NRl F ,ETC. SNAIL BE IN ACCORDANCE WITH THE F,D.O.T IN iiy r, YM,r naaF4 �y 4 r #,. ALL r ¢T f(' (FORM TRAFFIC DEVICE'. WITH 111660., n , ,.� � IN ACCOR�r ' v •, AND SECTION C—C DRAINAGE .. , Im g+ �'t BARRIER R NOZZLE :TIDN FACIN PLAN REQUIRED TO TER AS DETEI HIGH HAZARD APPLW, PRESSURE BACKFLOW 3. APPROVED EQUALS H/ BE INSTALLED ONLY A 4. SUPPORT BACKFLOW F SUPPORT SYSTEM, PIF COPPER OR D.I.P., AS (I ALL BURIED VALVE NON -RISING STEM FANTS BE TRAFFIC AN DARLING ALL HAVE 6' ME (NATIONAL STANDA SHALL BE PAINTED BIG TWO-INCH WIDE IDI THE WORDS 'WATEF TWO-INCH WIDE Ml LLATION .WATER MAINS BHAI ` "tEJE. THE r ALLPOTABLE WASTEWATER THE FOLLOWING SPECI FOR THE FT. PIERCE I OR ARE NOT CLEARLY �DJUSTABLI ALVE BOX PIPE ®®®III ®ummmum m®®III m ®a ®®m CAPS ATTACHED BE SPIRAL -WRAF WITH AP :S. STORM C SUCH VTO HOLIDAY FOR APPR^ AN ABBREMA ITV, JANU .1992 THEN 1HE AF TION NOTIFY SOUTHERN BELL. FL01 C L E AND ANY O7HER PRC DATED IN THE FIELD. " I ACCORDANCE WITH "DESIGN AND CC IORITY, JANUARY 21, 1902 EDITION'. AND m COMPANY, SANITARY BE* 90US MATERIAL BACKFILL AILS WITHIN I 42' 8_" "DESIGN AND CONSTF 1992 EDITION" AND F.D.E. P. PERMIT 135' 170' 160' 2OW 195' a® air o 0 0 0 70' 0 125' 70' 180' 155' U. HAVE i,L M23. (WATER AND C651 AND F FOR THE lit " + ✓. F) is i"Y`7A t'�.r[ �tl P I�^It� t `"4,R R W FINISHED I GRADE MAXIMUM, TRC.1 MAIN & e ( ,,-WATER STAINLESS STEEL DOUBLEHINIIIIIIIIIII ✓J - ''� �' J ,` STRAP SERVICE SADDLE',� x�' p PLA c�--- f7—> ✓�� t Q ',l (z PER �s CORPORATION STOP i" POLYETHYLENE w` PI PE O.B.* I SERVICE TUBING----3 � = MAX. WI iR1W i 4u ' MAGNETICL ROnAE TYPE FIHISN GRADE 2 hEF'ER BOX FINISHED GRADE-^� LOCATOR BAIL �A, BY FPUA _iri MAX Z 1"F'OIYETHYLENE y ' �S ERVIE TUBING 'qj?i TY ».-+—. tii i C S #C{{''1WNN ` t2 _r I,, �...,< C�a�" 7RAC.i WEE- ) 'f 9n�7FORDMOCTEL Its I'IFF. "00 _. ' Ig Hh FiC PLACED H IIC2, FORD An'GLE-t' I3 T'JtBEE "4).,is ..cLECw MATERIALEDLIALIM€TER VALVE, �r-11NEE 1.� , S70P QR APPROVEC �1N1RE a'1*TICE' MAL#N1 H ilil'FCNMAIN EQUAL 9EN11{9 ASH EA`910EDF(SE4,L. A1rL VAt,VE9LIIIIIIIIIIII '-*FINISH GRADE SANUBLE STRAP SERVICE Fi779 SADDLE WITH IRON PIPE THREAD IEP Box _ BRAWN SPLICE AT ALL TETS (i) BLUE 12 GAUGE THHN WIRE S:iALL Rk A.^."t ACHED :O n E "^^*� ,ryo-I' �.E, NYDRA*Ts a 9ERMIGE TAP . R r> - - SERVICE LINE. - 1't GG IS ) THE CONTRACTOR SHALL C \ 'PA3CI W4R� OF THE FLORIDA TRENCH S (2) BLUE LOCATOR BALLS B'i 3M CORPORAT-011 OP:. APPROVED I EQUAL SHALL BE INSTALLED AT TEP.MINATIOt7 POINT OF ;"L �- I 2) INITIAL BACKCKFI SHALL B SERVICES. �C,,,UT,„},V�;A,Y, •E t.A If _OF WQ.,,( j. NAA.F HITCH AT ALL VTTING6 TAas, THE PIPE. BA CKFILL SHALL DP�1D� 'd4+�R E'35p 0P ALL piTrINBE. `^.a` A MINIMUM OF 100 DF IA(3) 3/4" METER SIZAASHTO METHOD ES SHALL REQUIRE FORD ANGLE MI -EX 1� VALVE. MODEL NO.-KV63-342W OR APPROVED EQUAL. I *4P.:'ER SIZES SHAREQUIRE FORD ANGLE METEi2 VALVE MODE„ i9O. { KV63-444W,OR APPROVED EQUAL. LL , r I' (4) WHERE SERVICES UNDER PAVEMEtTT ARE REQL'IFi:D THE � .. n POLYETHYLENE TUBING SHALL BE INSTALLED WITHIN A 2" DIA. :, � CLASS 200 PVC CASING PIPE. (UNPAVED F TRENCH WATER SERVICE TRAC1REDETAI DOUBLE Dili r TON F "k VALVE -' GATE yAE,YE DATE VALVE � +' WATER MAIDt I EXIAIING GRADE 19111. MIN(MI1M 7ISTAW T9' IMifN,j DUCTILE IRON PIPE A AS NECESSARY A4AUN mE�ll �I ✓.,f FNA4� `EXISTING GATE VALVE y . .:..�_._ I A. TEMI`9PARY .AMIPER CONNEt ILIG S u t,Pi.0 A N;t r GNS REIW N EXISTING ACTIVE LATER MAIL) AND DU PR0 JnF Af 2 4A,N UIPPOhTPTNTS, i THIS T14iL IS 10 BE USED FOR IllEM, NEW 4A BNY jjEA ➢P UxISTiNG Af Ia WATER 1M,N.. aRD F 2 TtU t a . =p AMA NS Go g EO B IN DIAMETER AND PULLfNC BACTE¢IEXGG"CAL SAM .ES Ik ANY NEW T WATER MAIN OF ANY :;ZE IN, UKLE2 CONNECTION SHALL BF AINTA'NED L* I LLIN6.' } ItU11H[NG, TESTING AND DfSIN LI R N D VHF NEI W MS BEEN 1F SFbLLY COMPLF ITS AND 'LE kAN ,NR U E HAS t, F VEB r.OM THE `'LORIDA DE"I OF rNVIWUNMENTAf P➢GFt LT,,1M naS ANV ]IHf. PCRri NENT ACt NCIES. .EC)ArE ITPUS1 BLL'CKING AwR/0R RE$FBAt4al ALL BE ^CPV R RIT RSVIDED AS REGUIPSU 'L AND FITTINGS LSZD TOR CGUNE"[NG THE PIPE ,STEM; P{PE. d•AU BE DISINFECTED PRICK Z❑ NSTA1,t A'tON N Ax „F :,Wl WITH AWA ,61 199a EDITION. r rHc CONTRACTOR SHALL PROVIDE R.0 JN€'+TAd'I4N DhM,r`MS tBq TI Nv 'PAY NE ' 000BLE DETECTOR CiwECA RACKFLGW DEVIL- HAS BEEN cr16B A',L IS IN G{3,10 WORKING DRDER AT THE TIME Y iNyIALI,AFIQN, " - T CkfXPT AS REQUIRED TO FLUSH LINED TPEATER THAN 8' IN D'A , THE NE IN VALVE SHALL REMAIN CLOSED AND SHALL BE LIICSE.J.C. NNE CL¢DrR. '°➢3TTION BY THE UTILITY COMPANY "HF rIS IN VAyVE 5--L REMAIN CLOSED & LOCXED UNTfU, 7K NEW SYSIEN NYC% KEA A.CAPEI} By FIIAEF { - 8, vgfi 1ENA9RART .AOftk A0N'iR6&E SEE B" 13. o �wT+� RN6 kQRiE +A A! SHALL BE Ga Do To TV, ^...•....,. .. _...,._ _,` `' � "T 't ..{EYii{T41jNQHES FLTWEEN P�EAMC, CE THEI MPLRAiY JjNPLY f"EAILES x�ieM, pl, Y14t'1Jit 3i LOWER Er-j 0 T BEEXrtus TSpN DE, to CEts AET'NEEN SMALL ;Bc AFAANI, .TILL THAT MgLN 1ZE a vE°fi 4K Wi4TEA B4AEr I v 76EN G ARE 4+n i :4, Y m Pit* yNx Pole 4C€OSSStA (PIPES `)D DW *41 ARMLFSTAS)A CLCRCr hV`t.AE {. I iCYk�,b'SPl ESS M4#iil'i MR' h'h'. 's AT ALL ZROSSINGS:'' its a �! B' br LARGER £ U 4..TTY Q TEMPORARY ,JUMPOR' CONNECTOR fiHCOT w pr it taAU. iIiT T A=CrtAo. wvfll �r f v'7 fWAT Eft MAIN (=M1tY.F. g ' DilJP_LE Sir - P EIRVIGE CON CORPORATION STOP i POLYETHYLENE I SERVIC`i PIPE AF />I ' A4b 4"3Ar€ *AtBT " 4' TE MINCR AR - MAA iCEk 'kx�g"T (PAIN, E:7 BLUES n. Y �WSIIFD CIR of A V , ,.7•m`++'.ITN"'Ar.—?,,;cn.a`r,d,.¢sur"Ti%�"i. .STOP CURD I' POLYETHYLENE 8 �•;FRVIC:E PIPE NOTE l 'AFTER TESTING P£'MOV`t 41, '1 I' PE ttNE AND CAP RtTt+ i """ _- BRASS KUG AT L CORPORA YON ATOP` -GVRPORAT Oh SLOP V i < f )RD IT V F17UAL WATER '�'.__. nTAINI L tIEL On J'IlT 'AEA77f ''V,OD.I gS RAP O"X F., A6 EWITH LFr' -- �• sA DGi. tIMETBWATEAR PIPE SAE (BACTEPIuLOGICAL) �Ri�j� r M� Olt IJ ij lil"''CTA. ( v � j .�f t T t R ,f ,. T' JV'Y�(e {f' I "�A`�f f�� t3 �F��'C�l 4..r U1 v.# 1 .,-. V "F �! v''*.Cy."•r^'�'' x... VT t va 'k,._J. w..awaxuc+r"a.:uwm...+c+aa.�nwx9uwmmmwe,:.w.,rwn�',n+ra.wraavArrusa.;w.m,+wam+...ra. mm T 8- L G+00 +' T 0 P EL. 4,63 a g 8 P V,.R_.4 tA. a+i 10 T 0 P. EL. 4 40 8" 1 /q4 FAWEMENT � STA. U• _ `_:- 8" MAIN 8" 1/8 F. M. L+NDER W. M. j S STA. J A/ENCASEYENT 3` T.O.P. i E'A: T.O,P. RL. 6,44. m 8" 1/a AIR RELEASE STA. (- VALVE OVEN Km T O P J STA 1438 ~.. , ITM Top B6. 643 A.R. I . _ STA. STA. 2+7S F.Y. WDER TEL, P„ .. T.O.P. IL 5.35 6. ` TU in. n. .26 ..•__- \ R /W •- 121+00 ON PFPRODUCIBLE AS BUILT S TD BE SIGNED, SEALED AND D 2 BASELINE OF CONSTRUCTION & CENTERLINE. OF THE PIPE. 7 TUP CIF PIPE ELEVATIONS & S 4 SUBMITTED FOR THE ENGINE AS CCINSTRUCTION PROCEEDS.) 4 CONTRACTOR TO INDICATE T OF TUPNS TO CLOSE EACH V 9 CONTRACTOR 70 PROVIDE NAME ADDRES_, AND TAX I.D. NUMB LINE EXTENSIONS, ,. E NprF T 5EF N rt BE LT BE ON THE IN POLYVINYL ERVICE CORP. v. . TINTf3AT(ER, 5:7i¢A7X ` UTIES LOCATED IN fvzE "n +•;'t4- ;,' .N, ,A . 4` , i�, ' STING (PRESSURE "BJVaE{IiIL 2' ;x- S OR INSPECTIONS REQUIRED IN THE A OPTED SPECIFICATIONS) SHALL BE PROVIDED AND AID OR BY i E ENGINEER SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS, AND GIVEN 24 HOUR PRIOR NOTICE THE BE GIVEN COPIES OF ALL TEST/INSPECTION RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. A I 6ENERAL_ 5 NOT �In MY .it ¢ yyiX'Y l f .r' e br � Fi9'^$• bl - � p OF S 5�d�j✓r'+v�}+%F � � x "[J 4"4 m. I I I yl, C, I I I . 1 �I i i ,r L; I it �I Ft I� r 4, I I I , I j � I I { II I° a j d . 6' 10 rl y I ' fI i I Ili I a$1 1 �I I I. I. fi Ie t I 1 r x, IF III ""• h M d � 4 Y lF k " I I r by 4 'yelY�y j� yytt��1 Nft "1 J '$OF Fk 1 `. I II I I 95 SERIES 1100 BUILDING BU I.LD I NC FORMATION: 57RUCTURE: 81I MASONRY BEARING WALLS W/ WOOD STICK BUILT FRAMIN6 UTILITIES: 6A5 UTILITIES: GAS GOOKIN6, 6A5 HVAG BUILDING CODE: BUILDING CODE EDITION: SBGGI STANDARD BUILDING CODE lgg3 MECHANICAL CODE EDITION: SBGGI STANDARD MECHANICAL CODE igg3 ELECTRICAL CODE EDITION: NATIONAL ELECTRICAL CODE lgg3 PLUMBING CODE EDITION: SBGGI STANDARD PLUMBING CODE lgg3 BUILDING DATA: OCCUPANCY: USE GROUP A3 CONSTRUCTION TYPE: 5B NUMBER OF STORIES: 1 BUILDIN6 HEIGHT: 11'-10" 6RO55 BUILDIN6 AREA: GROUND FLOOR: 1,604 S.F. ATTIC: 225 S.F. TOTAL: 1,82g S.F. BUILDIN6 VOLUME: 25,056 GU. FT. DESIGN LOADS: LIVE LOAD: UP TO 40 PSF DEAD LOAD: 15 PSF WIND LOAD: UP TO 2g PSF VELOCITY: UP TO 110 MPH SEISMIC LOAD: ZONE 1 SOIL SEARING CAPACITY: 2500 PSF (ASSUMED) LIFE SAFETY 5YSTEM: SPRINKLED: X YES EMER6ENGY LIOHTIN6: X YES EXIT 5I6N5: _ X YES FIRE ALARM AND SMOKE DETECTION SYSTEM: YES PANIC HARDWARE: _ X YES PARKING SPACES: REQUIRED: X PROVIDED: REGULAR: X HANDICAP: X TOTAL: X DESIGNERS OF RECORD: GV Cover Sheet SITE 4 CIVIL: ARCHITECTURAL: Al Floor Plan, Door B Finish Schedules A2 Building Sections $ Elevations A3 Building Sections $ Elevations A4 Wall Sections d Details A5 Details A6 Wall Sections $ Details Al Details A8 Roof d Framing Plans / Details Ag Enlarged Restroom Plan e Details STRUCTURAL: 51 Foundation Plan MECHANICAL: M1 HVAG Plan, Diffuser/Air Balance Schedules M2 Mechanical Platform $ Details ELECTRICAL: E1 Rough -In Floor Plan E2 Panel Board Layouts/Riser Diagrams E3 Lighting Plan E4 Wiring Details d Schematics NO PLUMBING: NO NO Pi Rough -In Floor Plan —X NO P2 Riser Diagrams, Details NO P3 Gas Piping KITCHEN EQUIPMENT: K1 Equipment Layout, Legend K2 Equipment Layout, Legend K3 Equipment Layout, Legend DISIPLINE: NAME: ADDRESS: LICENSE #: PHONE #: ARCHITECT: dk ARCH ITEGTS 1101 E. ATLANTIC BLVD., POMPANO BEACH, FL AR000632g 305 cW -3332 MECHANICAL: ELECTRICAL: PLUMBING: GREI6HTON $ A550G. ROBERT FORMICA dk ARCH ITEGTS 601 S. ANDREWS AVE., STE. 200, FT, LAUDERDALE, FL 1600 NW 50GA RATON BLVD., 50GA RATON, FL 1701 E. ATLANTIC BLVD., POMPANO BEACH, FL 63g8 iC1133 AR000632g (305)521-gOg1 (401)368-3611 (305)c14l-3332 �lIGINITY MAP: N SYMBOL LEGEND: DRAWING TITLE DETAIL A2 1 112" = 1'-0" WALL SECTION MARK Ak A6 SECTION DETAIL MARK 1 A_ ELEVATION MARK TOP OF FLOOR 51LA13 j1 ELEV. +0'-0" DOOR NUMBER O ROOM NAME d NUMBER PLAN DETAIL MARK DINING ROOM ® 1 C A2 z 0 IL Q Lr� rn Q��a�� J F LL �� JJ (V Q F 11-i Q Z< N ®s �< � N N u°� Q Q O �y J��Z�z� � iL Fx^- '!U'11 <= J TT11T ® l4Sy uj J � z $ z z Wz z �Q7 7 r<' O Iry � la-w�m v o O LL g '^ V / Q I ZQ - zoo QWQV z DLLo zoo z r, �U' I lit' � • —� O K xr x r" '�i/ t xF rvk: e ! 4 x Px "r I{y+ n dx r s ��b..�.at:.v`ed,.�2r:'�iil4r�&t�Siv�.u�e..,:e5 .is'sa 2�,�£meii wP.,l✓,.a�� rrdw .�..Ix i,r ..,i6H.�s..�... ... ,, :: .., dv. #,vl&'H.,,4. ...4 .... r,t= .,:: .. .,,' v. v �ua>i, �br�,i:w�. �'V.�]. .N. �.: �. ,. .. .... � r � 'wan 3,��...�i ,935CM�". «e.. rA .P�r ..r „_.. lr Ih » t � I:.. w•# t x. EXISTING- _' PHONE _ RISER EXISTING SERVICE POLE OUND 80L7 &DISK POLE 3333 S89°56'39"E 60.00' OUTFALL PIPE 100' R/W KINGS HWY. CATCH BASIN L EXISTING ' POWER .,JNi: 5/8" IRON PIN POLE I #3333 CAP 10' BUILDING i { SETBACK LINE It WATER SPIGOT I ♦ - North GRAPHIC SCALE \ 20' �R r`Sc9 a°p \ 1 inch — ;�Q Yt. \ •�6', �� EXISTING WATER METER \ ? AND BACKFLOW PREVENTOR ` C _ _ vq,A QA ,tea -- WATER SPIGOT w \\ cc \ \ GRAVITY SE`NE EXISTING \ \ EX\51 g' LIGHT POLE \ \ SEWER MANHOLE PARCEL B \ SET 5/8" IRON PIN INV = 15.94 _ I \ #5336 CAP ...�,..� o \ 25' SURVEYORS NOTES: BEARINGS SHOWN ARE REFERENCED TO THE EAST RIGHT OF WAY LINE OF THE SUNSHINE STATE PARKWAY FEEDER ROAD" (STATE ROAD 713), ASSUMED 91 // TO BEAR N 00'03'21" E (AS PER DESCRIPTION). m' 2.) SURVEY DATA SHOWN IS BASED IN THE RECORD LEGAL DESCRIPTION AND EXISTING FIELD MONUMENTATION. 3.) SUBJECT PROPERTY LIES IN FLOOD ZONE "X" AS SHOWN ON F.E.M.A. FIRM# / \ 121100070 F, EFFECTIVE DATE AUGUST 19, 1991. / \ 4.) ELEVATIONS SHOWN ARE BASED IN N.G,V.D. 88 DATUM, MASTER BENCHMARK =U.S_C. & G. C-167 (1056) ELEVATION = 21.00', LOCATED 0.35 MILES WEST OF SUBJECT PROPERTY. ON SITE BENCHMARK: = 20D NAIL SET ON THE NORTH SIDE OF POWER POLE AT THE SOUTHWEST CORNER OF SITE, ELEVATION = 22,53' 5.) DATE OF LAST FIELD WORK, AUGUST 7, 1995. 10 �l 65' BUILDING' T + GOPARCEL A7 \ SETBACK LINE 3 \ FROM INDRIO ROAD '� ��-., _i/ (NOT INCLUDED) EXISTING LIGHT POLE `21'-- C -#3333,M 4"x4" F33ND "---- P.O.B. ------------ -.----------- \ FOUND 5/8" IRON PIN {�3333 CAP I FOUND 5/8" IRON PIN ' /3333 CAP Rom_ RLW =— E.O.P. ----------------------- ----- --------------- 3 INDRIO ROAD 6 ' R/M a (PUBLIC) E.O.P. R/W HEREBY CERTIFY TO FIRST AMERICAN TIT INSI; RANCE COMPANY THAT THIS PLAN HAS BEEN COMPILED FROM A SURVEY ACTUAi..LY MADE ON THE GROUND UNDER MY SUPERVISION ON 08107l-Q; THAT IT IS CORRECT AND COMPLIES WTfdd T"T1E REQUIREMENTS PROVIDED BY ¢L(`QQ(y6L©S- CORPORALIQN. ANO THAT YHE SIiBJECYY PROPERTY IS CONTIGUOUS 70 THE ADJACENT PROPERTY I'WNED (OR LEASED' BY W.tj HARMS ec ASSOCfATES (�,. If DATE SIGNL° R/W = RIGHT-OF-WAY C.M. = CONCRETE MONUMENT ' DENOTES TYPICAL ELEVATION EL. = ELEVATION INV. = INVERT W.M. WATER METER 0-H.E. OVERHEAD ELECTRIC N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM P.Oe = POINT OF BEGINNING HWY = HIGHWAY E.O.P. = EDGE OF PAVEMENT LEGAL DESCRIPTION OUT PARCEL "B" DESCRIPTION BEGINNING (P.O.B,) at the intersection of the North line of the South 65 feet of the Southwest 1/4 of the Northwest 1/4 of Section 13, Township 34 South, Range 39 East with the East right—of—way line of the Sunshine State Parkway Feeder Road" (SIR. 713); thence run NOO'03'21" E along said East right—of—way line, 285.00 feet; thence run East at right angles to the last described line, 60.00 feet; thence run South 45'00'02" E, 158.86 feet; thence run South 44"59'58" W, 244.11 feet to the Point of Beginning. All lying and being in the Section 13, Township 34 South, Range 39 East, St. Lucie County, Florida. The above described parcel contains 0.641 acres (27,939 square feet) by Calculation of this description. POUNPARY ANO 7-Ol'06PA MGhL 5UWff SURVEYORS CERTIFICATE: I HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE `1CRIDA BOARD OF 'EtiTF^ spin V8,Fm=RS IN CHAPTER 61G17-6 FLORIDA DATED ST �ys DAYS QFN? � yQ FA STATUES. DATED T!F �- BILL', N PROFESSIONAL SURVEYOR AND ;DER STATE OF FLORIDA NO.5336 THIS SURVEY NOT VALID UNLESS SEALED WITH THE EMBOSSED SURVEYORS SEAL f REVISIONS BY 9/13/95 CW DRAWN C.W. CHECKED B.M.M. DATE 8 22 95 SCALE 1" =2O' JOB NO. 95-1131 SHEET 1 OF / SHEETS I vo osk ,u= ZA , %13 p 1i 4,pi P L A VIE 4 N T S TRAFFIC LID 7;' 7HK, 22"(0 0 P N G FOR C FRAME ME COVE RAME & COVER TY 5 @ IJO C #4 9"O.C, @ I if'lr'l Fling", uk, Nil Ogw All Gk 4,i OD w L- - - - - - - - - - - - - - - - - - - - - - - - - - _j iV 0 SECTION 4 NTS F I LSCHEDULE I GAL. 1200 W_ 41-011 L 101-011 D 41-011 T MIN. 311 REINF, 6x6-10/10 CONC. 3000 PSI/28 I 1'-6" ALL AROUND I UND SIDEWALK AREA CAR OVERHANG 5/6" DIA.xlO' LONG GALV. GROUND ROD W11 #6 GROUND WIRE _WpQ - I'll, . g Xh la«,`., _e«fI 9 s _ 16 MOP v W6 X �1!kj �Ii, IRRMwm. fmws 21-011 CONC CURB & GUTTER WHEELSTOP DETAIL NTS cr) 211 STL PIPE TENON f II II CONC, CURB & GUTTER TOP OF PAVEMENT 01COMPACTED GRAVEL NOTE: PROVIDE EXP. JOINTS @20'-0" OC MAX, FOR CURB AROUND BLDG, CURB TO SLOPE AWAY FROM BLDG, CURB SCALE 111a1 ;INISH GRADE 811 iTOP SOIL BY LANDSCAPER) CONCRETE 1� I �)j ! I Q TYPE "0" POLES ROUGH GRADE PAVEMENT z lu L WEIGHTS: 0 Q 30' POLE 12300 J 0 0 1111M MINUMUM BREAKING a - STRENGTH: 1301 COMPACTED DCOMPACTED GRAVE lu tu DIMENSIONS AND SOIL (L — 1" VOID PROFILES NOMINAL 0 ):� NO SCALE 0 NOTE: Uj 0 ILI II II EXTRUDED CURB MAY BE USE A Q- 0 0 — Hi LIGHT POLE TO BE PERIMETER OF SITE ONLY. VERIFY WI IT TH HS R[Af E DESIGNED - STAND 1 1 70 LOAC TAND LOCATIONS WITH PROJECT MANAGE di AVE 120 MI/H W )5 CL I YP It 0 z Uj 311 x 511 HAND 10 0 0 a - HOLE W/ COVeR 0 2) EXTRUDED CURB DETAIL z lu z >0 _j 0 1 [-- SCALE V-V-0" _j IL LU �jp'sqtr,,�,LT'q, Olz wo �' M_m &ANI VC, z 0 z 0 /411 OR 11 AMv 0 210' POLE LOT LIGHT POLE [DETAIL NTS z 0 z q 0 < PAVIN 0 P C C) 0 211�141`1t The General Contractor shall provide McDonald 5 with A and p a TL 4 Z % A structurally and cosmetically sound drive -way areas according ro the following specifications U 0 0 aj All aub-ba5e soil, fill and baciiizfill areas shall ha "4 o minimum Limeiii- Bearing ratio of 40. All basen. , �1110N materials and above listed materials shall be compacte A110 �MA V to a minimum 98% modified proctor (AASOT-180). A I I base materials shall be lime rockand have a m'ili z Uj compacted thickness of six inches (611) and should meet6 3: 4 Uj lu LU NJ 4 Florida D,07. Specs: All asphalt shall be Florida specification Q Type S-I, Modified with a minimum "Marshall Field Stability Teri of 1250 lb5, and minimum compacted thickness of 2 inches (211), All testing shall be done by a company approved field engineer, The sub -base shall be tested U_ in (4) locations for bearing value and compation, The Q dj z base shall be tested in (4) locations for thickness and 0 compaction, The asphalt shall be tested in (4) locations YWq a lu All the testing for each <0 for thickness stability and type, D preceding material must be satisfactory before each 5ucesaive material is tinatalled. McDonald's shall be notified Of the test results of all tests and re -tests: When a teat fails 0- ju JU or when, in the opinion of the McDoncildla field engineer U_ L and/or Regional Construction Manager, the installation is unsatisfactory, remedial testing and/or remedial corrective measures shall be done in accordance with their directive lu LU Ivati < 0 0 All the above testing 5hal be done of the general contractors expense and shall be included in his/her C,S,S. O tan �,-ilmxml 1/2" MORTAR BED r� , : -. _ W/3" HK �' ; ` , . 7ETHENE SEALANT 1/2" CON UIT 8 TERMITE 1 -2BRICK PAVERS E SPECS. FURNISHED S (2)#12 H RES. FURNISHEDFINISH GRADE BY E.G. CONNECTEDINSTALLED /2" MORTAR BED �p Y�' ' . 1,;r,,.`BY SI&N ONTRAGTORBY G . G .(4) 1/2" X 24"ANCHOR B LTS W/3" HKFURNISHE 4 INSTALLED — —_ —I—I �— I —I — I —I 9 0-----—I I I I—� 1/2" CONTROL —1 1 I —I I p _ I L I-1 I —III— 1 I —III v I 1 I —I I I —I I I— L I a e JOINT @ 20 O.G. (TYP.) ,. !r .. ,. I —I 11— o• 11—I I I —I I I —I —I I i I I — L—III—I I— E3R I GK FAVERS —� I—� w—�—� �——III = I I —I I I I I o� _ _ _ o§ BRICK PAVERS —III—I —I I 1-11 I —I 2.1 SAND BED 0 0 POURED CONCRETE BASE I I —III BY G.G. (24"X 24") v TOP 6 " PORTION TO BE FINISHED SMOOTH 8 WITH ROUNDED CORNERS POURED CONCRETE BASE oo°°°pO000 °pOo °pOo �o °pOpoo° 2'-O" 2 -O" BY 6.G. (24"X 10") Opp°po0o0 pppOpOppOp o op o °°ppO N 000°pOpoo°OpOoo° °p °O 00000.o -3, °po ppOpO ppOp pppO pp O °pp00 . 4" COMPACTED C-EOTEXTILE SECTION SECTION POURDED GONG. GRAVEL FABRIC BASE BY 6. C.r�l (3q"X 3q ) PAR 340I- SECTION ,.. R i=auAL i ;. 5R I OK PAVERS IN 1 NOTES: I. 6.G. TO COORDINATE THE RESPONSIBILITIES OF THE E.G., 5I6N SUPPLIER, AND AUDIO SUPPLIER. 2. GENERAL CONTRACTOR TO INSTALL PRE -FORMED, PRE -WIRED VEHICLE DETECTOR LOOP. 3. #12 GREEN 6ROUNDIN6 CONDUCTOR MUST BE RUN WITH CIRCUIT CONDUCTORS FROM &ROUND BUS IN PANEL LP TO ALL MENU BOARDS AND REFERENCE BOARDS. 4. ALL UNDERGROUND CONDUIT FOR AUDIO TO BE O P.V.G. NO METAL ALLOWED. W Y N Q th DETECTOR LOOP: � I .. DISTRIBUTOR: INDICATOR CONTROLS CORPORATION 3000 EAST LAS HERMANAS STREET RANCHO DOMIN6UEZ, CALIFORNIA 40221 CONTACT: GHERYL BANNON ( 800) 733-7872 MATERIAL: POLYVINYLCHLORIDE TUBIN6 1/2" I.D. GL 100 PSI LOOP MADE FROM ONE LENGTH OF THIN 1; FOURTEEN 6AU6E5TRANDED WIRE.LEAD-IN IS PRE -TWISTED AT FACTORY. 4) U §mn CONSTRUCTION: FORMED WITH "ONE CONTINUOUS ?n LEN6TH OF PVG WITH NO SHARP CORNERS AS IN DRAWIN6 ABOVE. WIRELOOPED FORMED $ 4L PI6TAILFD AS IN DRAWIN6 ABOVE. 0 c �� NOTE: DO NOT USE REINFORCEMENT RODS BELOW O I)LOOP. KEEP ALL REBARS AND SGREENIN6 AT LEAST w 0 o z 11 1 W 2 FEET AWAY FROM LOOP. Y a z O Q tL o IryII nO t1- zrz a U V nNh LX 1d W r'm< Q �Nl ry VV Q W � Zia z Oz f � � <_J 0 a" W � z m N � — _ Q NOTE: SLOPE PAVEMENT TO FOLLOW LOT Y¢ pQ Z H �(} FOR DRA I NA6E ( SEE SITE PLAN) o Q O H OOOOo > v Op po 0 0 0 ° o o°,a<—X , 5" CONCRETE SLAB WITH (6Xb 10/10 WWM, N PAVEMENT SEE SITE 0 q (SEE SPECS.) PLAN FOR SIZE 8 LOCATION Lu Q — 4" GOMPAGTED &RAVEL O In -NJ D/T PAD DETAIL q 7r 5D1 /2" = I'-0" mz wm m �m IL f? o o 0 6" DIAMETER 6( FILLED P05T TOP OF PAVING 1 I Q 0 FLAN SEOTION 2 D/T POST PT6. DETAIL SD1 3/411 = I'-O" W - J p OF r— J uj Lu J � , � W Q v JJ U SITE DETAILS v F - FY } .y I .a'•vo W. •� .. NOTES: +ti5�1'P K I . STUB CONDUIT UP 6" ABOVE 6RADE( GAP) 4 fu °N t rt �.Y f FINAL CONNECTION BY SIGN INSTALLER. , a N � * wt: 2. IF SPEAKER STAND 15 USED, 2 ADDITIONAL * l; GOPNDU I T5 ARE REO D FOR POWER AND AUD I D x ' " , �.' d„ :oo _'. t ..,,f NOTE; THESE PRANIN65 AREA FOR REFERNGE ONLYI PLEASE REFER TO SITE PLAN FOR DRIVE THRU LAYOUT.:, PLAN` ' Nc 3r `h,Sr4•k t,. o x b ,}F d L 9 vm > F' q S, 'I �! � 4M ' 9 N I t t! GAR #3 I I` a N I : 11 1 f p I : t 6ENERAL NQTrt� I ty I. THE LOCATION ANL ORIENTATION OF MENU BOARPS ND PRE —SELLS WERE DETERMI ED BY THE SIGHT g LINES OF THE CAF 5 SHOWN. THE GARS P 5ITIONED b ACGORDIN6 TO THE MAX. AMOUNT fV O OF GARS DURINr, PEAK PERIOD. o I _ a A SEE VEHICLE DETECTOR 2 " GOND FROM BO TH WIRING DIAGRAM 30 1iz.:m coNv. Foz Pa�rz �v DETAIL 8, THIS SHEET. N , *. x. ...,'.... 'a `',$*.t �' :aI , I - '�' �1 i/�•m corm. FOR corrrRo� FOR GON RO �.:. ": AMP DEDICATED GIRGUI �qEL GTRIGAL PANE C4N ROLu; �� [ j � 6 I F :z f. I F N O O TO HOSE BIBB WHITE ON BLUE 00 S PARKING BY 019 PERMIT • TOW —AWAY AND PINE UP TO • u " rtl�a QI ' P� h �4yWvlw aawAl'�:i€a��t rlipn�Ayen�zr.. N a5f'.. EE H FF B r W p LHANIDIC t .. .a n ,. ....... 3.1 ..... ... •3. ... v , ". L.. s .. ca.. w,: ...r'.. a 4.. ...... •,. ry ,,n .,... a v:: Y AflNn. p 5. ...+ . .a M. ... ] 1 ... .. .. .. r. ... ., F. i , .,1�- C.,. ..�.. .. .. _ y 'k. ... r. ..v .: .: v:'..'. a .. ... -... {� S i. V ..•x .. f o !. > .. a n.. a k ..:n{.. f t ! .f. .xY' . 0 1.0 v , • :} A ¢ ..,..< b. t • ,....,, °3e 4:hs `S} Q. v.,, .. a f ^. S £;:o "H u T -.e' F ��,. t �€;. �i, .ar. .^,a. i .i,. .,. 4...:. •. 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'\ ,. ) o r� I 71-1� ' `r ,s _.. �,1. 0 ' x ry +pry ' -4 � "' r- 1 R, t7 , YY �f Q it N) CV ` 0 ��. ^ 7. c 7 , -- i - I ; !: cfr E, , bl I 1 1 i` 1 `1 'Z Q 1, M Xt t. 1. - z- y c CI 1, o, -- m ;x' c:, I, yr J 1 ,i. r -_ i .. s '.li , G t_ w. c a, ? c .4j rr - �.� _ p GL O1 .i Ir 4 L ,. 3 L` i _r ,,t c �- 1 -, 11 :�, 4 `- LL. u rf ,¢ 3 �. ,: s n Zo a W iS�/� i . c; a, '" - 11 r9 ,,, n L n N 1 9 , r -o a ,c Y , U � U _ 4s ,., p, , , , c t f - L - ,, V ,C 4 ± d C iM 9 G ( Ir 1 a. d 'im k c I G o- �;t _: d - t! t_ 4. ;,.yam L i s a c- .0 : ;,n V, n t 6 Y-4 4; F" -� I =M .i11 �, -n u. , r n. v c r .y. , rk tw, o L c. ,s, J t `; r a.. a O m a u � ,r : Lt. Cs L " c � h ,, Y N L '. ,- O N .. n ,v �. 15 f, C G>UI?.tDN', Lhmensiros marked Told' :.re crifico4 t- ;s5w P prnper f t o deco;" Gabrw—.Led far this project. Dtvlatipn. i';^om anV 'HOLD, D' dimens;on map ma!<L' Irlperatly=_I that changas be .-lade at the lob, nt c.)ntppra'c,torr7's oviers ex ease. i�RI ��o�r ! E'D i; i ESTR'OY PREVIOUS OPIE`S, ;'") C ,_-p, .-j - V I , T- " �,_.-t( `r ri i S ! Av I —1 \ �3 I �I'll ,I ) } k-9 ., ', \ 4✓ \ 1 1 1 �{ 1 t r--..,{ V^.. �_ � S I -Y-�, i., 6 y a - -) - �1;; r-, 1-"='�,�"ti '� 1 - 1 1,:, air.evwM,'t+ermrwzm;litre:' 1KVN- , v .. ,. _ - mers9M.xw\nmaa11 .ursnmaavdaM4. ,,,Usrmwae+Vsaxommx'nrAY.%;.hn -' ;i ' A! _, x t ry n S£ ALE A`' N0IW ry...,..d j( yyLfry'I fj ('1 11G0 a'jiKY�, ,. F` , "fit. .., ._ .« ,.. •..., ,... n ... _c.. :.. ,. _.. „ . s .., ... .... Y hI` Tr, . .a •o-,,..Yr.... . .�: A .., . e ... o,...,.. ..., ..,.r' ..v4. :... Y ..} s4...r '....i .....>,. c:I:.. .. .. _ . .. Y ... _.. _,........�aME..,. .. ,. ..:.,..:d V W .r. _ . DOOR TYPE FRAME HINGE LATCH CATCH ACCESSORIES REMARKS ROOM FLOOR BASE WALLS CEILING T IMI DOOR REMARKS �, � NOTES: LLJ '� - C9 U W » yr 1�k,,.-I 'r., ° v' (0 0- 8 u- p Z .-'. Z w rn o 3 ca W W V) o_ m r > c9 z o f- LLJ'. k a `>,t z z_ W z I. EXTERIOR DIMENSIONS AR OR FACE OF SLOG K< z W W W AND FOUNDATION WALL. E TO EXTERI _ .- Q J Z_ ti d J J Z p F- Y W p d' Z J (� I U { •. r 1 ", 0 Q J O p W O O O p J rn J O a b- z i' • O_ O >' m U—' W W W W W Z }' W ,: < �..,. , , `r : {!e Q LLJ a z n o- U U~= a xo w a U zo J Q Z U J a J O J a Q z a J a x �.Y-.. tN ry ory m a a J w < o o a a w v a W J p W J p W Q r= W In = W Q �- W H F d F- {y� p pp( T J w O > W O O > W _ !n a W F- L�l N F- r U Z J U i > W Y O Q < J— J o o B o>>> 0 z w o� B w o= a _3W D Ln o _M W w p} �_ r p p o Z F o J J Q ? = 2. INTERIOR DIMENSIONS ARE FROM FINISHED SURFACE TO y SEE NOTE 20, 6& 7 5 vw b °� 5 a twn o d a a z a Q¢ c a n 3 J Q n 3 m a m a w n p a > m a U Y } a r a g r J a J aAn x a a Z FINISHED SURFACE UNLESS OTHERWISE NOTED. S A 3'-0' x7'-O" • • • • • • • • • w z m z a } ' 3 n a S p p w Q )n a B 3'-8"x7'-0" • • • • • • • • • • • SEE NOTE 1 & 5 0 101 KITCHEN • • • 3. NOT USED-" N G Tj _8„x 7,—Q„ • • • • • • • • L� • • Y LL 8'-6" SEE NOTE 3, 6 SEE NOTE #5 & 9 = 102 CUSTOMER SERVICE • • • • • • • 9'-3" SEE NOTE 2, #7 4. SEE SHEET K-I FOR BACK UP SUPPORT Q D 3' 0"x7'-0" • • • • • • • • • SEE NOTE #6, 7 & 8 103 DRIVE THRU BOOTH • • • ' N cxQ I e Iri " Q _ LOCATIONS FOR KITCHEN. jL to m N • • 8 _6 rn E Cn 104 DINING • • • • • • • • 9'-3" SEE NOTE 2 �. : r f sR ';,.'. w r J J O # �, o q O LL W F 2'-6"x5'-0" • • • • • • • SEE NOTE #9 & 11 = 105 PREP AREA • • • • • • • • • • 8'-6" SEE NOTE #5, #6 5r TRIM ANGLE BY K.E.S. �R a� k _ F o b 106 REST ROOMS • • • Q Vj (M&W ) • • 8'-0" SEE NOTE #1 �' � ;y " � Z 107 CREW AREA • • • • • 6. FOR LOCATION AND SIZE OF PARAPLEGIC RAMP AND m t Z e'-6" SEE NOTE #2 PERIMETER WALK LAYOUT, SEE 51TE PLAN. r`tr i s � 4ks) r 108 CASHIER'S BOOTH • • • Q W Q Li • • 8'-6" SEE NOTE #2 { } ` Z Q Z O in z It 109 OFFICE • • • • • 8'-6" SEE NOTE #2 �. USE MOISTURE RESISTANT DRYWALL IN THESE WET AREAS. M1ra `',J J� 1. McDONALD'S SPECIAL SECURITY LOCKSET: DETER 2504 ACF DOOR 6. PROVIDE HANDICAPPED SYMBOL SIGN ON DOORS(S) PER A.D.A. 110 ATTIC • • • • • VARIES SEE NOTE #2 Q Q LL a Q ALARM AND MAGNETIC SWITCH. ONE DETER OR EQUAL FOR TWO 5. SEPARATION LINE BETWEEN KITCHEN AND CUSTOMER u CD O Z O 7. PROVIDE ALL SIGNAGE TO ACCOMMODATE A.D.A.HANDICAP (n DOORS SUPPLIED BY C.A. RICHEY, INC.., 24155 DRAKE ROAD, 1. SEE DECOR PLANS FOR FINISH ON DOORS. 7r TILE BY AMERICAN OLEAN — QUARRY NATURALS SERVICE F "`, O W FARMINGTON, MICHIGAN 48024. REQUIRMENTS FOR SIGNAGE, ACCESSIBILITY ND SE. 0 FLOOR TILE. PROVIDE KICKPLATE ON P k .:. 2. SEE DECOR PLANS FORFINISHES E " ix.'I; _ o I— PUSH SIDE ONLY. (n TRIM COLORS AND/OR . 2. DOOR CLOSER MANUFACTURE: LCN OR EQUALr*�+.,uaw:sn:-,',La 0 22cc y �+ O O I - , Y:. h,.-R. , . ' rT N. .. ,$ `" caa• 7�f, .'•Y' . <«..' a. i'r ;k. .,., r ...rs t `M:yr . , +.; T ,.,x ,+..:iry r' yi:;,., • _: 8. PROVIDE HANDICAP ACCESSIBLE LEVER TYP COCIC�T, Lil 3. CEILING TILE TO BE 2x2 VINYL ROCK WITH T ' 1°" Y+ y hwr._., O UI �„"; WHITE ..,+..,..-. Sk.. , ,. ' ,.?t, ' ry g t r'°""y}y.;alb'. ' f:. �>„�> s',.,w� r.a7} y ,'td;,... sd a r .i ,: cI I N , a. u'r l r P ,,,,(x li (V / O z 2a. PROVIDE MAX. 5.0 POUND PULL CLOSER ON HANDICAP ACCESS GRID TO MATCH. " ^':,. �,; ,,, Y , , , w INTERIOR RESTROOM WALLS TO BE SHEATHED ;'' o DOOR ONLY CN 402ON OR EQUAL. 9. KEYED FLUSH BOLT WITH PULL. t ^e,N4'; " ,c. '' q"i A,. .,' : +� WITH t j' _ + 1 IY Y g 0 #� O ,, z.:... PLYWOOD. L, n x'�'✓ ':' ..:t- 4. COOLER w r .,, , .> ,. .ai•, rt..c;•. a., ,:ttk .....-+>u•Ax .: 0 OLER FREEZER IS C .* < / COMBINATION UNIT PROVIDED Y <r. B .. .i. a , ,. y,), _: '.. v .. � , %X? Yr. } k5l .$.... .. � .a •r: ,. S ...... :, , 1, .... , , %..rp .5 , vr: :' n pl,F y. rr r n,:. 4•'Nr` ,. ! .er .,.. a. � .. bd a .n r ,.. ;l,,.r. "x •I. :u. ..:,. e.. .. .. .. a_:n ,. L.r :I}q}.. r d .. ,g.ra Y � o 10. UNLESS OTHERWISE SPECIFIED Z ,....,. ..^T.. ,,Y.> „ ,...,s s«^ ,. ,,,..,,r ,.:.. .. ,-_a.s, : :.. r s:,.. ,I. ^ zt ,:k.«=s•, ,..: 3. LOCKSET MANUFACTURERS. BEST, SCHLAGE AND YALE OR EQUAL. ED USE 1 1/2 PAIR INGES ON AL . „ , . "+°, ,..r *� a ,« ,.^, � '�, ., „ .r =..: f , ,.. . ^ .:,,F, ,,,,.a 'e >,_A e .Z +t ,. r 6,f_ •_ .. � .,.: , K.E.S. .r DOORS. <, e isy" :'' "j{ :'i"�'"., br• .R ':} aY' ma's >, s v x � u •. i` h } .Ydti♦"'✓ s �w ry':rtV a� r` lk 4 ,, I r r Y LOCKSET. SCH A .:' ,.. 5. „ .. +:,•, ..x., di, :, nn:v `s: rL,t - ,y, , r, .,.' :• ,'• ,a'n� "r. ,{ '" '...,. ,p .. . L GE B4 61P WITH PULL PLATE 36Al 016 JIMMY P AT . a , o 5. PROVIDE r E QUARRY TILE , ., w., ,�•�:.•. x r . >,., ,' ^'` -„ : , -,'., , a . �,F,: x.. r Y . �. " , . � `�"„ ��, J Q LE EXCEPT UNDER STOCK ,•Y,+ r, 0 11. PROVIDE FOUR SIDED STEEL FRAME. � - >•�' '1-;-,'. �. �, , f;• d�' 9 � ✓ I. `� : � p 5. U THREE STAINLESS STEEL USE E 5 EEL WELDED E 3 HINGES t DED TO ES & PIVOT H BOTTOM OT IN OF O GE ON LOADING DOORS. l MEAL DOOR FRAMES O 6. TILE BY AMERICAN GLEAN -PROVIDE $1.06 SF ALLOWANCE. ' •' 4 k,` +),^..;'". , .. T ;., v� ':r .. / .,ts7•.:;, N. ^ f':. y +y :, r'v$ :d•, :f'bY fY� ^:f.,y ,°�',, a �i`�'x k. '+Y e`'rg � nt;,' ry + e6 v it �'�'. I - # 1Y (�:, .ri.., j".,n` ^!*i � " h1J .:: r 't. Y � :. ) d't y„'. � .:'- w' .N"'�'�' , , .n�.. d AM s • "� •a: tf. .,pno, uaF "'. + 'x. r Nil FLOOR PLAN < �1 i. <: ... ,.: "`i+r T.f � ,. . � vet. . ,. :. i ,. nY� •&. 1 Y 6 1 s d, rpm 4 ..i Y :Y ., m , N' b r ..... .. may, a•';t < , r. , Y x• w 4., .. .. R it �, r ♦ ^. a... ... '..,,. t'rb4i 3. .«� .L., I.. "`'.C��."� N�.':a�`. .., r - ra: ..., .. ,.a: .. ..nct 3'a..: :, ._ .a. ur,"i'#`�.a'"...x.�sr.:u. a#;_....., ....,,,.... nam+,x:r:_ k%'skti ...:...a ,.... .K_. .. .,.., , a ..,.�!�. :, .� .._.N ... �+..._, ,.. Ja.... ,.. ...e..,.,'�.,_ , -+ .f'....�.::� r�..: �>l ^ ..,...,v,✓,av �' k.t�iN,. �. X�, ,,.>vm?': w' s yM .•ftl a z �^ A ITITh"n'S trMd N � W } ��y u#. 4jT, PIT 1. K l '1 rvd ..w�Y q ILLUMINA L644N ' _. � REAR ELEVATION 1/4" =I'-O" FIN �a y a ;•< w"R«'x "»'` 5 r l.y�n{,: s'.^ t 'p \I ..'l" ' M ��5{t il4 .r ,r a �i��dk�.•TKir h" +3' � Y �4, T" r1 TOP OF BEAM ELEV. +10'-4" MENU BOARD COUNTER QUARRY TILE FLOOR AND BA5E TOP OF SLAB ELEV. 0'-0" VAPOR BARRIER — k1j GROSS SECTION 1/4" = 1'-0" 15 -4 1/211 411 r 21 -4 11 PROVIDE A f R WATERTIGHT SEAL AROUND 15'-O" 4 1/2'Lut ALL CONDUIT TO FIN15HEp OPENING AND REFRIG- ERATION I LINES TO A8 MAC 5- �—EXHAUST FANS z REAR j GABLE * O WALL MAC 5 MECHANICAL O 6 WELL 0 OUTSIDE z_ FACE OF GMU U] N N d I O O a ALL MECHANICAL EQUIPMENT TO BE n' INSTALLED ON TREATED WOOD SKIDS. PROVIDE WEATHERPROOF SEAL WHERE EXHAUST DUCTS PENETRATE MECHANICAL WELL WALL yF+ Y L LAw $k' t,ih'r <ruM G NIG LROOM NELLL 4 I I/4 IO — 1 � t L TIT j A � ..^; ...� ...,.. w . sip «•.. w - er -. r< ., .. , ., .,.....e za �. . aun .�axs..e .w + <ri...e u c_ . a ..n .., wec n.n..'1N.w.n > . _a L �.. u^..,.. V.. GONG ROOF TILE 2` ; \, k .Y TOP OF MASONRY"� WALL +10'-4! Iqu. O PP PANEL,�f STUCCO FINISH W/ SCORED ACCENT BANDS TOP OF SLAB 5/a" ROOF SHEATHING TRUSS, 5EE STRUCTURAL AHU 5EE MECH. m 5TUCCO FINISH a W/ SCORED \ ' ACCENT BANDS SAFETY RAIL - I i I FRONT ELEVATION NINE! -m I� G ucrr�cuw���uuu�nnu r..uuuuuu ■�� IN �j \JI III ``4 1/2" OLA55 W/ SILICONE BUTT JOINT .54 SOLAR COEEFIGIENT 1/2" DRYWALL r-- - - - - -- ------------ D RIVE-THRU II I I WINDOW 1 r I Iv FRP PANELING r ( I o z cow QUARRY TILE FLOOR L tJ I I AND BASE I I I I TOP OF SLAB ELEV. 0'-0" VAPOR B E GROSS SECTION 1/4 - -O I 1 � F r " >u ' I 1 Y +° I r MECHANICAL ROOM ATTIC F.F. II'-O" FINISHED OPENING T. TIE BEAM 10'-4" 31 J015T, SEE r STRUCTURAL Y TT �r p tR t n1�5 I ^ F la P }r Y v a a V r � W t d i � m d1 a 1 r z Y Y� f : " d x y flb M }: IT r Tv r ��:Yit \ 6 ?M !i 'T^. t i ry P ti': I ' " tom' r ¢F ,t y '., 1'. ry .r :. n .Ai .. : ,r� r .,, »•'2 Ai.'" �y % .:. T e i4r•. .: .:.r s...t .^ .. ~i'..'. I {}. .. ...uif.Y ...iL. _ .. jr, TOP OF BAND +I'-e>" TOP OF SLAB ELEV. 0'-0" I Z LL w Q Q um m C NOTES: GO 5/al' ROOF r" SHEATH I NG a TRU55, SEE I. ALL WOOD IN CONTACT WITH CONCRETE SLAB OR STRUCTURAL FOUNDATION WALL5 AND ALL WOOD ON ROOF DECK TO BE PRESSURE TREATED TO RESIST mFp mA WATER AND INSECT DAMAGE. o a w k1 2. ALL FRAMING TO BE BRACED DURING Box LL CONSTRUCTION PER AMERICAN INSTITUTE ® OF TIMBER CONSTRUCTION RECOMMENDATIONS. 1/2" DRYWALL N 5. "T": DESIGNATES TEMPERED GLASS. ��� � Q 4. ALL MA5oNRY WALLS TO BE BRACED DURING a F oO X CONSTRUCTION PER MASONRY INSTITUTE _Mo' FREEZER/ RECOMMENDATIONS. COOLER 5+ ALL MASONRY BLOCK I MORTAR TO BE DRY o z J BLOCK TYPE WITH MOISTURE RESISTANT ADDITIVE �8p� TO MORTAR FOR ADD MIXTURE. ZQ ~zg ® -i p ui w 4" FLOOR SLAB Y ^o � �'',1 q v i OZ �KN U It HH �M 2 - W 6� >ff Q O zp I—ti W ZZ IL O z � _v N -j<w �a N 6" BATT. INSULATION R-Iq (TYP.) 2X6 RAFTERS'4 Z m 7 w �> MEDIUM TEXTURED N STUCCO y ry o ry SCORE 3/8" DEEP x 4 112" WIDE Z DRYWALL en $ 0 g PAINTED ON WALL5 Z SMOOTH TEXTURED �052 S AND CEILING sruCco � J LL ~ 3/4" PLYWOOD FLOORING W/ <;. W Q 0 Q VINYL TILE t1i F SE:GT I O N A2 u• s } 1 { t r K q �� IT , ITT 41 a' t .Iry kw m + . .. .. .+n........ .. ........... ... r..,m,...._... .v..-... .....�.i.. r- n.... ,. .. ^✓.„...... - w��a. ,_..-.-.-.�,..- ,...•m......... , .... p - C is LLUMINATED GONGRE T ROOF TILE x co vv TIL 'TM gy s, rw TOP OF MASONRY ;- WALL +10 -4 . GLASS W/ \ SILICONE BUTT JOINT \ \ � TOP OF BAND +I'-8" T" I�T1. TOP OF SLAB k � .. I , .1. L, + � � ..+ 1. +1.1 . . 1: . � I ? F.1 J, T ELEV. 0'-0" 4"D X i'-4"W. SHEET MTL. SCORED STUCCO REF. PIPING CHASE W/ PILASTER SPRAYED ON TEXTURE RIOHT SIDE ELEVATION ILLUMINATED AWNING -UNDER 5EFERATE FERMI TOP OF MASONRY WALL +10'-4" �t FREEZER � r TOP IF SLAB LEFT SIDE ELEVATION 1/4" = 1'-O" EXTEND MINERAL GAF SHEET 10" UP FACE OF PARAPET TO GAP FLASHING GAL\/. METAL COPING STUCCO ON // \ OAF F.B. MTL. LATH STUCCO BUILT UP BITUMINOUS ROOFING -CORNING FIBERGLASS CORP., 33-IC ROOF SPEC. UL CLA55-A MECHANICAL WELL n ROOFING "INERAL GAP m SHEET, OVER (2) LAYERS = RI61D INSULATION, (1) LAYER I I/2" POLY50CYANURA7E FOAM AND TOP LAYER 3/4"' CAENS CORNING FIBERGLA55 RETURN CEILING DOWN INSULATION. To FREEzER/cooLER all FREEZER GUTTER ff COOLER tiFAV, DOWN5POUT TOP OF SLA EL V. 0'-0" rl Q +5 ! )p �� .. � ..x� ..,: r'r ... :.._ ,:.. g-, ,...'se` •v"..•r, . s,t� �3 �� �!R' �'xx ������!} y,.. � �., � �$ 'rC'rt,"5.... FP REP AREA 0 PF PANEL 4"!.KG KITCHEN x y� 'ergIN �x t`eA Y+ LONO I TUD I NAL GROSS 1/4" 0 I t y� " > a PIE": Vi I iy.�>^'k ry �1 iisc G =�i{ W Ri µ I /,¢ "4 M1r M �A"ln °'4Y. g, •t x 7 Y' 4,�.ry a ' �y S { .iyt tee• y�l 1 P •. t= i 94 9Y�'!' MA" n i`� ' I. k�.,fk ST.'xr F. ..G'..-ZW_ ig .-6 �xcr�GY"€•�N gh eid"..+t i,d a_ :Sx!a S .?,t ;���,� F ";..c x�,�,x uSI Po�„,i .� 7.x,„ I''S's y. .n. �Yk'! I CUSTOMER SERVICE 11711 I DINING SEGTION 1 1/2" = I'-O" 1'-411 F; I' { l>Io '1. t Y xll R e NOTr=S. I. ALL WOOD IN CONTACT WITH CONCRETE SLAB OR FOUNDATION WALL5 AND ALL WOOD ON ROOF I DECK TO BE PRE55URE TREATED TO RESIST .,r TOP OF PLATE +13'-10" WATER AND INSECT DAMAGE. VERIFY I 2. ALL FRAMING TO BE BRACED DURING CONSTRUCTION PER AMERICAN INSITUTE OF TIMBER CONSTRUCTION RECOMMENDATIONS. 3 'T": DESIGNATES -TEMPERED GLASS. sue. 1 4. ALL MASONRY WALL TO BE BRACED DURING j CONSTRUCTION PER MASONRY INSTITUTE RECOMMENDATIONS. 1- 5. ALL MASONRY BLOCK MORTAR TO BE DRY F BLOCK TYPE WITH MOISTURE RESISTANT ADDITIVE - o TO MORTAR FOR ADD MIXTURE. 1 { GONG. TILE i PLYWOOD SHEATH I NO 24 GA. 5ALV. 2X6 OUTLOOKER METAL DRIP EDGE IX4 TRIM ON R 5 CEDAR a I 2X8 FASCIA I/2" DRYWALL moo a � < � § 1L STUCCO 5 1/2" RI1 BATT g y ® wZa STUCCO ON P.B. TOP OF PLATE +13'-0" MTL. LATH INSULATION T H `Pu� o Y 1/2" FLYkVOOD 5 1/2" 57UMS SHEATHING STUCCO FINISH W/ SCORED ACCENT BANDS TOP OF BAND +I'-,5" TOP OF BEAM +10'-4" BOTT. OF BEAM +q'-O" lu 0 "F �s 8 CL ®ry < L1 J<rZ<�j ® L Q LL A3 mo"�LL LL a- 80 m u ��02� U-HLL <6 ftt m<w . 'E RAIL IS USED FOR PEDESTRIAN C.oNTROL SAFETY ON DRIVE-THRU SIDE OF 5UILDIN6 ® w I 1 1/2" DIA A55 GRADE t g z B STEEL PIPE HANDRAIL u _ PRIME 8 PAINT AS REO'D VERIFY GOLOR H/PROJEGT W MANAGER N Z IT m ov aIT) SET HANDRAILS INTO SLAB m >Wz wzz q Fry p ry �Q D- IIj m 1/2" COMPRE551BLE w q v 8 JOINT FILLER o Q Q C1=�TT /11\I A A - `iu2 T N IX4 TRIM ON R.S. CEDAF 2X8 FASCIA STUCCO ON PAPER BAG MTL. LATH ON IX FURRIN_ 5T0000 ON P.B. MTL. LATH ON 1/2" PLYWD. SHEATHINO (EXTEND P.B. LATH 15" BEYOND TO OF BEAM) C ROOF BEYOND TOP OF BEAM +10'-4" z; SOTT. OF SEA *'1'-O" IF DRY BLOCK NOT USED ALL GONG. BLOCK TO BE TREATED WITH HYDROZO WATER PROOFINO ON EXPOSED SURFACES. (OR APPROVED EQUAL) r . �o-1 rPr a r SHIM ALUM CLADDING AS REO'D TO /2" BUTT GLAZED %4GO FLUSH W/ STOREFRONT FRAME _ I CIrA 16 5/8" PLYWOOD ROOF SHEATHING PRE -ENO. ND. OASLE TRUSS RE -ENO. WD. TRUSSES 6"-Rlq BATT INSULATION HURR. STRAP Jr 8"X16" TIE BEAM W/ 4#5 CONT. $ #3 TIES ® 12" C/C OVER OPENINGS GLO. SEE FIN SGHED. Q 0 B AS 4T U" k k' STOREFRONT WINDOW cl- i ZZ pp 8 �JQILFB ® PPU A5 "�" � Q , SECT 1 ON SCALE: 5/4'' = 170" SINGLE PLY MODIFIED BITUMEN ROOFING SYSTEM —ram .HWay DRYWALL TAPED & SANDED - FINISH PER DECOR —� v an G GONG. TIE BEAM STUCCO CONT. SEALANT a PERIM. OF WINDOW $ SHIM CLEAR 1/2" CLASS S.G. = .a4 N 17)1=7A I L }BEAD SCALE: 3" I' OI' {i. { GONT. SEALANT PERIM. OF WINDOW $ SHIM t iTR " # FILLED CELLS 4485 AX AND AT ALL . NO CORNERS (�" s ,a SCALE: 5" , • ix CORIAN TRIM =K , +4'-011OR 5'-6" ABOVE FINISH FLOOR ORIAN COVE TRIM SILL I/2" DRYWALL Ix NAILER CAULK } , 0 W CONT. MTL. DRIP EDGE 1/2" BUTT GLAZED GLASS �— CAULK 1/4" CHAMFER TOP OF SILL I1 +I'-Q 1/2" A.F.F. DINING ROOM GLO �'` r� � • >Y � . _ ;;: " ®�I'-8" A.F.F. v e a i Z CLIP FOR lit ALIGNMENT OF }� �� SUSPENDED MENU BOARD V I N1'LROCK MENU Pl a CEILING BOARD LIGHT BOX. { FRP PANELING ON PLASTIC OR WOOD £� _° I/2" PLYWOOD MENUBOARD BY ;.: ALL SIDES 2X4 FLORIDA PLASTICS FRAM'G ® 24" CC. INC. (SEE ELECTRICAL) av 41 - BOTT. ®6 8 A.F.F. G " SCALE: 1" 1'-0" �. I IW At f F�. 1� I � � �;• � � sib" � ��; l� z � I X6 GO RIAN BILL IX4 TRIM 2x8 FASCIA " 1 T`" �BOARD (SEE eL STUCCO 50FF1�` { #1) SEE NOTE #2 " fF GMU n. I x WALL COVERING PER DECOR 1/2" DRYWALL (ALL DRYWALL TO BE HELD 5/4" ABOVE FLOOR SLAB THROUGHOUT BUILDING TO DETAIL NOTE5: I. 2X8 TO BE R.5. CEDAR W/ LAP JOINTS (NO BUTT JOINTS) 2. SOFFIT TO BE STUCCO ON P.B. MTL. LATH W/ 6"X12" ALUM. VENTS AT 6'-0" OC. (20 S.F. TOTAL VENT AREA) a+ ,4, bCsf .xNpP Ag 4 o-+'- PAINT OVER 1/2" DRYWALL - (DINING ROOM SIDE) 17ETA I L SCALE: I" = I'-0" D1=TA I L D1=TA I L SCALE: I" = I'-O" I I/2" DRYWALL '.� 8" CONCRETE BLOCK AI (o 5/4" w, FOR .11) 2x6 STUDS 16" O.G. (TYP.) 1/2" DRYWALL — FRP PANELINO, OMIT FOR JI 4 5/4" r rA — 2x4 STUDS ®x. 16, O.G. (TYP.) b+.. N' • DRYWALL I/2 DRYWALL (PLYWOOD FOR MI) F— FRP PANELING M N11 DE7AIL Al A Al SCALE: I" = I'—O" 2x4 STUDS 16" O.G. (TYP.) 1/2" DRYWALL I z 0 n_ N 0 m q I o< N aN�}o 400 s ® G<� Lu Na 3 s~J - 0 F-Z ®JNl � s F 7LyL�I ZNLL QFN � LL�LL 2 mpZ�VW^ Q o �� �? g z w Lph ~� J �? Q is) _ < CL L m _ J gN `i Z _ u~ �fY�m 4 >aQ QW<v <Z2 w mu p 0� Qo � A DETAILS I PRE -ENO. ND. TRU55 • - • - (EXTEND LATH 12" G • / • 3 II • OVER •— :� BOTT. OF a - • ' OVER OFENINOS �`�►, 0 \ n 71RO � • —•— TIE • • — �• •—•I • — �• OPENINO i II qjjjjI MAMA WE WE • � • 3 . �� ., r i .�",rFyia it k, e �ir4G�. a t 'hmr. i � „;Ws. I j �Y•, fyy.�.� ''b� a 1 t'- z a `� ra##^*�S�k^✓ kr'"ng �� a}'[�����' �� � '�` �, iry, 'I w �'r�(';t�s+�lb n Y _ � d — ,,fig ��'x% `" ._ . . t•� �� • 'S n :0.. -' a N.l.- - • • ma's 1���� �� ►�♦\,.� — — .� • ra - ►. �•II��_ _ _ k -�i ■ on 6 t� `=A !r. pgl� xis K� ,v iR.�, •.� _ n 4r »( q M. a4 a 4 ,y yy it Lv fl� �.. a 1 , r i Y. • r+ ♦ ',x fiz` � ,rxq„si•� .', : lk.�a i .Yn„79�IIl�I�� x+ l 1 Ci k r a Omnir� . w Al Qom �' dey ig t ��?n ""; t�.,,���� �^� ♦ ���� r 6,`ra'aeJ "�'�� dot "�,. �^ 4fY raJ„k ibC'u ♦ ��� r F Yi S F f R L•: y' Y J M i :4 +� � f I ,v + 4 Pry^ 'V ti t f x�u' - & ±ti nl a ,� t ? A ♦ i�i,'S ;q% 1 r � � ��*� : Ja'S d° ..'''"' 'i3r� ip � •i�� w' }%.k �x +i�� ��®� -- r�u; _ r yl'r 'I�x•, yY`Tk L.. ,:m s .x:. , r�: �.p I 'Is�l .I A.IjI �. f �?�Cyr �?%}+fif$$r � � i�� � `�'S>4��yiiy �.. � • � rr ?➢. .:$ NK: a to II •.65s# x..���"4,'p J... yyuu „So- . � *T''M,..M�' ! r5Y : ' �'r +Mn'3 ':'5...9.` � 14a �'Y.:. exb• ., It;fiy _ UYP a � o.k , t x. r • ,t y � cfi ��:. , w # {° � � :rTV a a'1a : oa ✓ t , � d f /f= r� ,�,t e �.4i 1y �S Fa�� ✓+'y 'R" r�'kz'tlm! ,tJIM �°en, �, ., » k x eva.�� Y • 3'N'ty ( l h x'{, y � y{,y %✓, 4,. 4 l�%iA y#, �o. P't ,, t� �' A �E `�': it {I i 1 ,� F`qV" 1 4 + n• r, I. �, � T ;�:; Y�, �"4f,'k Y}.e� a2 9 M ''k Y�C „y,�.i.+r M Sl i 4. ✓ I .. h.Y`.� tlzt 1 M1:dl h .� 6 x 5 fe i Y v PLAN AT DRl\/E 7H U 50071 A6 1—O II 5GALE: 3/4" = 1 FOUREO GONG. SILL N/ #5 CONT. - s, »y 4 3M1 s Tkkd YtY� f=RF FANELINO n OUARRY TILE FLOOR AND BASE x rex —a • ♦ 0 \/AFOR BARRIER o 51MILAR #5 VERT. ® FILLED GELL5 iv 48° OG. MAX AND AT ALL OFENINO AND CORNERS ♦ marry y x 'h rt fr r 'Pl ; n &11111 N i4 { V, 5 w L 4 , r y a r 4 k i n ,- k il t W +q x. P t 1 i 2° I I. 3 i T• Ir Av h d nx „d 1 ::a a Y � r z oSAr%f",tea L 4 k ryi t "one r I6' ' ..vh''L*d "a V. M1 1 le , , .0 •� } 4 4 k•ls. � 'a .ii 4j' 4 A6 5 �; i L + },F (. S�1.i .. �v ;•r +... r, � : . 4 Y 1 �: . s , ~: , " " �+• .< is .l':: � ✓ ,.4 F L � 4^.a `�•1 Y"iv } J , t l *S NY v J x 4} [ T t e x Al, �T AS PLAN G I x-, 1 5 v A x �� 1 r 9a a k ,1 f, a+. r �I. u J` a C'. �" u_ 19 ?a' I 1 Mi 3 Yb f 4• I C A � » I r$ 1 I � k �Y 1 �1• 1 a z 0 D- "r �I Mimi -. ".. rr, ... ,d 'k:... .... 'd'.r n.. , .... . ,.. Y.. ..Y. �. w r.. 4 .:v. � n. i v' !^. v ,. , -{�.. , .: .a. 4. ii'.♦ .4 :. - L ..� d t .N:. "�` 1. , ✓ .,... , 4 .:,».. , .,. a ,.. x. ! ... ......'Y .. - ., 3P _. �. .. .., a a. , , ,.. ,:' ... _ _,. l ... .. 1. >. _a. _. .. n ,_ :,„ ,.. .� ....tip .. ,.,. ...., .. 5m-..,... 6... ,-. ,,. .. _'a•>. ..,.. , ,.,. ,. ... ... r i4� ... �r , .�j., a '.. .. ,.. , 1' 'r..: ....:t@Y . .�'.y _ .' .... ,.:. -,. p _.. ) r R .. ,... , ♦. :".: r 'I ,.x. b .. -... e. v.. r , n.. n ., .ms. u _ ., S'. s .,. ,» e 'u' ,.. �1 e : .i: s K :», r ._. ,... . '., ♦ ,, I TO OPEN GUTTER SLOPE TO OPEN END o, 2, W-1 cn W W I� VINYL TILE ON 5/4" PLYWOOD FLOOR SEE FINISH 5CHED. 41-611 ELEVATION +11'-0" r.EILINO +5', 11A6J== 4p ir jr, W'Pl — VIIIIALL — FAINT INTERIOR OF STAIRWELL COLOR; r7)AP,< BROWN ENAMEL — PREr,1510N STAIR, TELE5COFINO LAC)E",)ER. MODEL #F5/AL-102 OR AFFRC\/Er,) EQUAL IN AMU,, PLAN5 4 VETAIL5 i, Api" O O 5 1 —B if P y IM i Aq e � r i { 4 dt m l�$• t,"air" "l,s x � �� ,,, .r, � rob < � max".{ �e^""'•' � '� � � �1��, & > . �s r avv �'�,• �� a d F u �' a� ik v. ry, `' � � a �hfl� I'd .,y k+ F� � ���� � rj > ,A >•'fl� � uy I l4 r �.r r4A rn✓ # �,� ` ui- � w' ai �' v� '� �F �' t�'� "��r -d. "� r yk °� '" '�+" ✓ va i i�5 f,,,vr d 'r � i �x 'ty ,v '� •yk�i '. Y 3 O r tXX P� aia ,r JUMBO TOILET PAPER DISPENSER JUMBO TOILET PAPER DISPENSER idi -'^vp„Y ��it •,4 {}f.Fa^ .�4 2'—O" m 16 a: � ,�,���i�'� A' `Yce;. a,.. . ai+- , "✓� ^' "fit+' ,'CL 1 x x X a LLpJ cc Lu a n a w y! L �I TION�bELEVATION � B ,t tp, SCALE 3/e> 1'-0" m < SCALE 3/8"=1'—O" Q u Aq k k Aq ELECTRIC HAND i b� rq; . , 1 I a o ��Ki Q° LL , 2 , 4'JM i-r W N < v, r. - f t If e CL S 2 Lu IN �— "ELEVATION NQ� k, � SCALE r a I >• to } i Y A v �t i . _ fry j if ✓x Fk r w,. e xa < r' r ry '1 �t i 7 4e> r I t r .7 ' fi, Y i 1 � J- ya' � vv++ s x a. ,i. ..... .... ... v' ., .. ..e v. in ., h '. ; •'�' 3. r 1 .. _. ::t b.. F ...v,:. .. ,.... ... �... x,, ✓. `!i •.�n x.. ,. .r �'. , , .Tr f. v. ,u.. .4 V: v 4. 'F.,, .,'. ., �` � ..1 1... .... ✓. k rv. .i'L,. .. • Y li : , v n. t°xY k• 1' r.':. i , "4 r .�. M1 .. .. `t{ , �iv -- „y ',•^`'y�F ,a. ..:n - a Y , " " ti � a``4 .-" a• y, . ,r., h A 'M° Tt w < -. aS ,F ,'�:,. ,M ,P"I r r 1 ... .. .a , .: " %, f- .' r. v.r Nv , riF v, ,a '. "y"y, w �• ,.) I 1 bo TES � P ",4 .. : ,., ,.:, .n ,•... a _, ., _?.. i�, a ,_ .r.. .. Nk , -tl M1. : 11c .3... ..v 4 '1 ♦. v £9, a W Y ,. •. tO, VA II D � , ,. .. ELEVATIONS ARCHf E AND ELE W/ � VERIFY ALL DIMENSIONS1 1 -O F . N r s1 )�� li �4} j' a 1 Yf a.;` xS 15:Y �,xkJ✓ems A} AVOID ANY INTERFERENCE WITH SLEEVES, STUBS, AND FLOOR OPE INCS PROVIDE-#5 ADDITIONAL AT WHEN PLACING STEELMEL . IF CONFLICTS OGCUR,'NOTIFY MGDONALD'S �a``�"16'D MONOFT6. wi 5.5 CONT " �w� ��x r' ° �, EA. POOR 8 WINDOW JAMB r. Ij qq —_ — .— -- __.— S'IRI,.'.^' !y rf P n ,:. kN' .. 'Y`, x _:. " x s Ni _ . 4 ti t •:P d �Y 4 w x I v C: A r , � FF b4 4'- I I 3 _� { �V/'ILL: ✓/'T — 1 —V ` yl / ..vr .�.—. ar r — f ... LJI / Y—Vu4l[� ul— �� " ORIZ. JT. REINF. 1/2" PREMOLDED w 1/2" PREMOLDED w ® 16" O.G. VERT. I/2" PREMOLDED m ° Q „<8" GMU W/ JOINT FILLER e JOINT FILLER. yyALL BEYOND z w z z HORIZ. JT. REINF. N N ® 16" O.G. VERT. JOINT FILLER TOP OF WINDOW GONG SLAB W/ GONG SLAB W/ 17 WWF OR FIBERMESH 4 SILL +I'-8° .� WWF OR F115ERMESH SIDEWALK SLAB A N N o n SIDEWALK SLAB 51DEWALK SLAB GONG SLAB W/ OR LANDSCAPE OR LANDSCAPE d� ; , CAR LANDSCAPE SEE SITE PLAN WWF OR FIBERMESH SEE SITE PLAN�'�s ,ks SEE SITE PLAN FOR EXTENT 0 S FOR EXTENT' _q�*' �`� UPLAN EXTENT of o TOP OF TOP OF TOP OF SLABLA - -'— a=—; SLAB O'-O" <.� m—x SLAB O'-OII —.x ELEV. +O'-O" o Q SEE PLAN ° FOR REINF. THICKENED SLAB N Q �' rr FOR REINF. �, VAPOR BARRIER VAPOR BARRIER SEE PLAN 0- 7 o m m TOP OF TOP OF TOP OF *,,' — 1 a „` oL FTO.-1'-411 #5 VERT. ® FILLED CELLS; ;rr FTO. I -4 #5 VERT. ® FILLED CELLS FTO. -I -4 m LL FOR REINF. - o 48" OG. MAX AND AT ALLY 3-#5 BOTT. _ • • .° T.0.5. EL. ° a o� o ° 48" OG. MAX AND AT ALL o ° (O'-O")�=-%a v Z - u� OPENING AND CORNERS °d ° OPENING AND CORNERS �. _ CONT. TYP. 5-#5 BOTT. a 3-#5 BOTT. • 9 3" CLEAR < a Q N � ul - .1 as'?.s .af'� er , 4 , o 4 n q ,Z CONT. TYP. + CONT. TYP. I -#5 BOTT. t # _ DOWEL5 TO MATCH e GONT. TYP. q Q) v y t 3" CLEAR �« 3 CLEAR QZg DOWELS TO MATCH Q70WEL5 TO MATCH 20 REINFORGINO �• 4a REINFORCING 20 � � ,� ` ; " r ' Y ZEINFORGINC _ D U- o ca'.nYm t s" ..� g 3 � i s 3 �a M 00 "MZ-�.. ,� ... .[ fi•� '<L* rr,w. .w+. s �'i. .,il.�s�a .:Sw,,x .M.v.r _,.,, ri''A✓ rdx .c V 4 i h k >Y � � S�GTION o�� SECTION W ON ON 3 °k�: SGT I 2 SGT I = �{ ` SCALE 3/4" - I' O" SCALE 5/4" = I'-O" { If"a; SCALE- 5/411 II O11 SI k - - t„j, AL 3/ 51 5 '�a�T4;r tt 'fir', d-0 5t F._y \�.. 9. `t-"':::�,""Y,. "'• / ,,;•?4 & ��'.:' }. r - 4�,... n., �!: p''iF a' a w :`" eS vd Y x.:.. tr.,, •a .i r,f.4 }},ti'x"I+±"f 1 «f ". `C rryl ..i% xtr , , ' ' '„:'. NOTE: CONTRACTOR TO PROVIDE DIACONAL WALL T-BRACING g `ak :k` f J `�• ;', r E{ .k?�: yc#' z e 4. .". ° r.� r .: f 'a `�:e y � E���r r , I ,�.N"" r � � � $ '' ON PLAN A WHERE SHOWN T 2X8 STUD WALL - 5TRUG7URAL , f t .. ,.,'�. ., y ^Y ^s 4+� M ,•i', 2`X`1 nr •Sfe'r' ) I ,.. � t.,. k�n" y• fC. .... k' y. .k..44, t x. ILA , ,., pl' f s .: Ni. I h' f Y r Y Uk'+;"r` ::£.d. �,Lrc.- .S'u ar>. �,. ,..x ,. �5...rrn.--a.., t x..... , `^'s ..r :._,. r 1,. :, ,. f..r _, ., .,,, :Mf•a-�. .3.'a: .. ,. ,. r ,.., �:�5 I.. I ., t _ EXHAUST DUCT - (SEE M-2 FOR CONT.) F_ 0 iA 514 "S"m al SEE PLAN OF MECHANICAL WELL ON SHEET M2 FOR LOCATION OF EXHAUST FANS AND CONPEN5IN6 UNITS. m 6 LT�� W, !Q i r ■L01A ME 12' _4 0 HONEHELL T70476 1025 REMOTE TEMPERATURE SENSOR ( H I TH Y400D MOUNTING BLOCK) FOR HVAG SYSTEM K- I. CONNECT TO HONEYNELL T7300 THERMOSTAT IN MANA6ER'S OFFICE. SEE SHEEET M2 FOR MOUNTING DETAIL. Z TON CC) K- I 10 TON ACLU v_,F Lam 01 0 0 F- 7 2"20 OA INTAKE IN SAVE BO I30F. T OOF F I NSUL. FLut- YV I A- M I M&W m 1■1 0 1 ■.■r imal mrmiilll�IN 10, 145< 1 4H \ ROUTE DUCT THRU TRUSSES` (2) HONEYHELL T-7500r,1001 THERM05TAT5 MAINTAIN 5" MIN. GLEARAN.6E WITH 07300AI015 5UB-BA5E-5. SEE ARCH. BETWEEN 6REA5E DUCT AND SHEET FOR MOUNTIN6 REQUIREMENTS. A/C DUCT INSULATION. 1A 8" PIA. SELKIRK EXHAUST DUCT T-O BE RUN BELOW SUPPLY AIR DUCT. SEE DETAIL ON SHEETS M2 4 M3. (MAINTAIN 5" CLEARANCE TO COMBUSTIBLES) bu VIA. SELKIRK METALBE5TO5 MODEL 11PS"- 6REA5E DUCT SYSTEM TO BE UTILIZED FOR VENTING OF 3-VAT FRY STATION. CONNECT TO DUCT FROM HOOP AT q'-2" A.F.F. INSTALLATION OF MODEL "PS" DUCT SYSTEM TO CONFORM TO MANUFACTURER'S PUBLISHED INSTALLATION REQUIREMENTS. (710 GFM EXH SEE DETAIL ON SHEETS M2 4 M3 FOR ADVITIO INFORMATION ON FOUTIN6 OF DUCTWORK. (MAINTAIN 5m CLEARANCE TO COMBUSTIBLES) MrzrHANIC 1/4" = I I _011 FLOOR PLAN 0 m � On - Mom 6 �41 -5T05 t J' REFR16ERANT PIPIN6 SPECIFICATION FOR AIR CONDITION SYSTEM TO BE UTILIZED FOR k" GREASE DUCT SYSTEM 1. REFRI6ERANT PIPIN6 SHALL CONNECT ALL REFRI6ERATION VENTING OF 6' 6RILL AND CHICKEN COOKER Vj -5 TO FORM A COMPLETE LE COMPONENTS AND AC4�,E55ORIE TE AND OPERABLE CONNECT TO DUCT FROM HOOD AT X'-XX" A. 11� - , I , ; I " I" - , -11 -lor "P5" _ MA_' 10" VIA. SELKIRK METALBE EL 4 SYSTEM. INSTALLATION OF MODEL "P5" DUCT SYSTEM lm� T TO CONFORM TO MANUFACTURER'S PUBLISHED 2. REFRI6ERANT PIPING SHALL BE AGR TYPE 'L" HAM PRAWN INSTALLATION REQUIREMENTS. WOO GFM EXH COPPER. 5. REFRIGERANT PIPIN6 FITTIN65 SHALL BE LON6 RADIUS Al U, SEE DETAIL ON SHEETS M2 4 M3 FOR ADDITIONAL• PATTERN SWEAT TYPE HROU&H COPPER. (MAINTAIN 5" MINIMUM CLEARANCE' TO COMBUSTIBLES) a �,j 4. COPPER REFR16ERANT PIPIN6 AND FITTIN65 SHALL BE A55EM13LEP US I N(5 5 1 LVER BRAZ I N6 ALLOY h I TH AN I I ,b, FLOW I -Al 41 w.RATE FOR USE WITH COPPER ALLOYS, FLUX AS RECOMMENDED BY THE w 4 0 i �� � ,ya- , - . $ - I I " , iTMMANUFACTURER OF THE BRAZIN(5 ALLOY SHALL 13E USED AS REQUIRED. 5 A SIGHT GLA55/HOI5TURE INDICATOR AND A PROPERLY SIZED FILTER DRYER SHALL BE INSTALLEPIN THE LIQUID LINE JUST z m AHEAD OF THE EXPANSION VALVE. THE FILTER DRYER SHALL BE CONNECT 61 VIA. SNAP L0cX PIPE UPSTREAM OF THE 516HT 6LA55/MOI5TURE INDICATOR. 6. INSTALL HANGERS AND SUPPORTS TO PROPERLY AND R'16IDLY LL SUPPORT THE PIPIN6 SYSTEM AND REMOVE STRAIN AT EQUIPMENT TO TOILET EXHAUST FANS AND RUN �T, TO OUTLET IN ROOF AS SHOWN �oz - ;44, (� CONNECTIONS. ON SHEET M-2.- !,� � ,♦ " 4", � , , 1 -7. INSTALL PIPE TO SLOPE IN DIRECTION OF FLOW ONE INCH I N TWENTY FEET. Lu 4 F 0 OA I WAKE IN PAVE el. USE 6000 REFRI6ERATION PIPIN6 PRACTICES TO PREPARE -JOINTS FOR BRAZING AND TO PREVENT THE ENTRANCE OF FORE16N MATTER PURIN6 THE ASSEMBLY OF THE PIPIN6 SYSTEM. PROPERLY PROTECT INTERNAL PARTS OF VALVES ACCESSIES AND EQUIPMENT -OR I L4 FROM OVER HEAT IN6 VURIN6 THE BRAZIN6 OPERATION. FEED PRY NITR06EN THROU6H THE PIPING SYSTEM PURIN6 ALL BRAZIN6 ROUTE THFZLJ CUCT r,� OPERAT I ON5. �5 q. AN ISOMETRIC PIPING SCHEMATIC, -OF EACH REFRI6EIRANT x SYSTEM 5HONIN6 ALL TRAPS, FITTIN65, DISTANCE BETWEEN FITTIN65, PIPE 5IZE5 AND AGGE55ORIE5 SHALL BE SUBMITTED TO THE EQUIPMENT MANUFACTURER FOR APPROVAL PRIOR TO 5TARTIN6 THE INSTALLATION OF THE PIPIN6 SYSTEM. 10. THE REFRI6ERANT PIPIN6 SYSTEM SHALL BE PRE-55URE TESTED HITH DRY NITRO6EN AS FOLLOY45 PRIOR TO MAKING FINAL 4 bkf CONNECTIONS TO EQUIPMENT; III A) THE H16H SIDE PIPIN6 SHALL 13E TESTEEI 6 OR 500 P51 12 1i"2TO SPRERE, HAR6EBUBBSS HE15 M6ARXEIAUTEM OEM1PET HOURS. 50 WHICHEVER HICHEVER R, FORCTEST JOINTS WITH 50AP LATHER PURIN6 PRESSURE TESTS. nW GTn= G Al I I III I_Ts Im IT 1. rr � UP > AND - rAHU CAMS MAINTAIN ACCESGABILITY TO ALL CREASE DUCT GLEANOUT5 UNIT ;MWA % LL < :A I I N5TALL I N6 MEGHAN I GAL CONTRACTOR TO I NSTALL METAL WEB -7. THE 6ENERALCONTRACTOR TO PROVIDE THE FOLLOHIN6: V, A. ROOF AND PLATFORM OFENIN(56 AS INDICATED HANGERS TO SUPPORT FLEX I BLE DUCTWORK WHERE IT PASSES THROU6H OR UNDER TRUSSES AND JOISTS. B. SET LEVEL AND SECURE A/CANP EXHAUST FAN STEEL CURBS. C . DOOR 6RILLLE-5. SEE SHE 2. THE HVAGS4JPFL I ER 15 RE5FON5I 5LE FOR FROV I P I N& ALL � ;� ��: ET M2 0 K-; FOR ADDITIONAL INFORMATION P. FRAME -IN DIFFUSERS. FLEXIBLE AND SHEET METAL DUCTWORK AND FITTIN65 AND ON DUCT SIZES/EQUIPMENT LOCATION ON E. INSURE THAT T-BAR CEILIN67 IS INSTALLED EXACTLY AS SHOWN ON MECHANICAL PLATFORM. INSULATION FOR SAME. SHEET E3. ,y 4_ 3.5HEET METAL DUCTWORK TO BE CONSTRUCTED AND SUPFC*zl-f� w ['�b. r=LF=GTR I CAL CONTRACTOR SHALL INSTALL ALL LOW VOLTAGE >W<(�,z 6 PER "5MACNA" STANDARDS, WITH 2" EXTERNAL INSULATION HIRIN6, FURNISH 4 INSTALL ALL LINE VOLTA6E AIRIN6, cl INCLUDIN6 FINAL CONNECTIONS, AND ALL HONEYHELL WITH VAPOR BARRIER. NOTE: ALL SPIN- IN5 TO HAVE SCOOPS 1�, §,We� THERM105TAT54 REMOTE TEMPERATURE 5EN5OR5. < EXCEPT AT THE END OF A BRANCH 4. REFER TO SHEET E2 FOR EXACT T-BAR GE I L I N6 P I MENS I ON I N6. ALL ELBOWS TO HAVE TURNING VANES. IF THE T-BAR CE I L I N6 15 NOT INSTALLED AS SHOW ON SHEET (y < q.ELF-GTRICAL CONTRACTOR TO COMPLETELY STUFF _J-DOXE5 FOR V Q b Z E2 IT WILL BE IMPOSSIBLE TO PROPERLY CONNECT FLEX 113LE REMOTE TEMPERATURE SEN50RS WITH SCRAP PIECES OF FI BER- a uj < 6 DUCT TO THE DIFFUSER OR GRILLE SHEET METAL BOOTS. 6LA55IN5ULATION. ALL SENSORS MUST BE MOUNTED ON THE 5. THE HVAG PAGKA6E I NCLUDES THE FOLLOW I N6 f V4000 BASE NHIGH HAS BEEN PROVIDED IN THE HVAG PAGKA6E. f SEE SENSOR MOUNTING DETAILS ON 5HEET M2. A. 2-SPLIT-SYSTEM AIR-C.00LEP AIR GONDITIONIN6 SYSTEMS 10.1 F FIRE 5TATS AND/OR SMOKE DETECTORS ARE REO' D,INSTALLATION (RESISTANCE HEAT PER SCHEDULE) WILL BE THE RE5PONSIBLI TY OF THE ELECTRICAL CONTRACTOR 41 B. NOT USED kf) Z -730001001 THERMOSTATS _Vn .; _ z 'T., u�4 Ov 2-HONEYNELL T I I.HHENHIRIN6 FOR THERMOSTATS AND REMOTE SENSORS IS NOT IN Q> 2-HONEYHELL T104101025 REMOTE TEMPERATURE 5EN5OR5 A CONPUI T, THE HIRIN6 SHALL BE RUN TO THE UNDERSIDE 2-HONEY:HELL 0-7300AI018 5UE3-f3A5ES OF THE ROOF PECK. NONE OF THE HIRIN6 SHALL BE ROUTED OVER FLUORESCENT BALLASTS, POWERBOXES OR IN A GONPUIT USED P. NOT US WITH LINE NE VOLTA6E NIRIN6 AS ELECTRICAL INTERFERENCE E , NOT USED WILL CAUSE ERRATIC CONTROL OPERATION. T 7) Z F. ALL ACCESSORIES AS NOTED, INCLUOIN6 PRANDANP5, STARTIN6 COLLARS, FITTIN65, BOOTS, METAL WEB HA�, ETC. 12. PLUMBIN6 CONTRACTOR SHALL PROVIDE AND I NSTALLGONPENSATE DRAINS ro. DIFFUSERS 4 6RILLE5 AS SHOW ON ALL AIR HANDLERS. AND SECONDARY SAFETY FANS UNDER AIR HANDLERS. H. 2-HOOP MOUNTIN6 BLOCKS FOR TEMPERATURE SENSORS. z z z 1. LOW VOLTAGE CONTROL HIRE J. 12 MONTH SUPPLY OF FILTER MEDIA FOR EAGH AIR HANDLIN6 UNIT (ONE CHAN6E PER UNIT PER MONTH FOR THE FIRST YEAR OF OPERATION) N N < ry 6. ALL HVAG EQUIPMENT, FLEXIBLE DUCTWORK, CONTROLS, ETC. ARE TO BE IN ACGORDANGE WITH MoPONALP'S HVAG 5YST�z_M Z V11 SPECIFICATIONS; NO SUBSTITUTIONS ARE PERMITTED. c) \z # TITUS DIFFUSER ANGRILLE SCHEDULE <> u- MECHANIOAL S�rMBOLS �k < aw NOTE: NO SUb5TITUTION5 ARE PERMITTED GEILINC2 t44 AIC UNIT NUMBER SYM L I N(5 C) BOL MODEL NO. BOOT NECK GEI OPENIN6 QUANTITY TYPE REQUIRED EXHAUST FAN NUMBER 0. 5.1 X d, A I R BALANCE SCHEDULE /A-2\ I?lFf9J5ER AND BC p INDICATES GFM QUANTITY A ID MG PAS 10" T-BAR 23 1 /2" x 23 1/2" 2 NO <Z - �') ") 2� s) z Q) uJ v �1) < 2. 12" O.A. R.A. S.A. E.A. PRESSURE < z C� FF-I I F Tool EXHAUST FAN NUMBER INDICATES GFM QUANTITY 3. 14" x 1105 28q5 4000 +1105 5OF 4-6"x22" SEE SHEET MI T-BAR -OR- 45 1/2" x 241/2" 2 PLENUM H/5TARTIN6C-OLLARViITH\/OLUMEc.(?NTROL DAMPER (SUPPLY AIR) FF-4-T-4-PRI 1105 28q5 4000 +1105 E-4 MEN E-4 WOMEN TOTAL 2210 I FOR ROUND DUCT DRYWALL TRM FRAME) t -1 1) HONEYNELL TEMPERATURE SENSOR OR NECK SIZES. 130AW SEE SHEET MI DRYWALL Z2 . 1100 -1100 MARKEL HEATER THERMOSTAT. 5'-8" A.F.F. 24112" 11 z 7- --I < IL X PLENUM H/5TARTIN6 COLLAR HITHIVOLUME CONTROL r, MG TDC x 24 1/2" 4NAY FOR ROUND DUCT BOARD 2 _710 __710 DAMPER (RETURN AIR) NECK SIZES. (McLMF FRAME) c) 0 cj BLACK IRON EXHAUST DUCT BY K.E.S. (3 (3 (A INGLUPI N6 RE-GTAN6ULAR-TO-ROUND TRANSITION) 6MCI 300 10"XI0" T-BAR 2 - IJ) 5Er=5HEET MI -OR- 10"XI0" 5HEET METAL FOR FLEX MC 2-71 FOR ROUND DUCT PRYNALL 100 -100 6_0 K/FN6 PMPR Nf-GK SIZES. E30ARP X 100 -100 FLEXIBLE DUCT 5TARTIN6 COLLAR WITH VOLUME CONTROL DAMPER 10"XI 0" T-BAR H MCI 550 SOE17 SHEET M I -OR- 10"X10" Lu (EXHAUST) FOR ROUND DUCT FLEXIBLE P1,16T WITH INSULATIONFE-11 X DRYWALL 2010 +200 NU NUMBER r>B�40TE5 INSIDE DIAMETER NE SIZES. MECHANICAL L& e), 000 BOARD j 'S '� Ovi 1,; i: "1 4; m t TE Mi. ll.� ry ens I : lavb xY. 1 .i {� A, xR. irrb �I ik t^ S 'ai S AIR HANDLING UNIT 2x2x 3116' GALVANIZED ANGLE IRON FRAME UNDER AHU W/ ISOLATORS: MOUNTED UNDER GUSSETED EARS ON FRAME. SPRING ISOLATORS TO BE SIZED FOR UNIT WEIGHT AND SHALL BE KINETICS FDS SERIES OR EQUAL. SECURE UNIT TO FRAME WITH CLIPS. DO NOT OBSTRUCT ACCESS. 20 GAUGE GALVANIZED SHEETMETAL SAFETY PANS I°" t 4" LARGER THAN AIR HANDLING UNIT ON ALL SIDES y lY PAN TO BE FABRICATED FROM A SINGLE SHEET OF xr SHEETMETAL. CORNERS TO BE WELDED. INSTALL LOW VOLTAGE FLOAT SWITCH IN PAN TO BREAK UNIT CONTROL4t,1, S; CIRCUIT AND SHUT DOWN AIR HANDLER AND CONDENSING �pAi y UNIT SHOULD WATER COLLECT IN PAN. PAN TO BE 2" DEEP � AIR HANDLING UNIT SAFETY PAN & ISOLATOR DETAIL MS 14" X 14" SUPPLY AIR DUCT Al INSULATION PROVIDE TRANSITION AND ADAPTER TO CONNECT DUCT FROM FRY STATION TO 8" SELKIRK 'P5" DUCT SYSTEM O 9 1/4" I.D. DUCT CONNEGTW TO 9-VAT FRY STATION N O o GROSS SECTION 0 u J b I Y� O f F sV etA.X,rcn j1 t&'v 5Lu AIR HANDLING UNIT 2x2x 3116' GALVANIZED ANGLE IRON FRAME UNDER AHU W/ ISOLATORS: MOUNTED UNDER GUSSETED EARS ON FRAME. SPRING ISOLATORS TO BE SIZED FOR UNIT WEIGHT AND SHALL BE KINETICS FDS SERIES OR EQUAL. SECURE UNIT TO FRAME WITH CLIPS. DO NOT OBSTRUCT ACCESS. 20 GAUGE GALVANIZED SHEETMETAL SAFETY PANS I°" t 4" LARGER THAN AIR HANDLING UNIT ON ALL SIDES y lY PAN TO BE FABRICATED FROM A SINGLE SHEET OF xr SHEETMETAL. CORNERS TO BE WELDED. INSTALL LOW VOLTAGE FLOAT SWITCH IN PAN TO BREAK UNIT CONTROL4t,1, S; CIRCUIT AND SHUT DOWN AIR HANDLER AND CONDENSING �pAi y UNIT SHOULD WATER COLLECT IN PAN. PAN TO BE 2" DEEP � AIR HANDLING UNIT SAFETY PAN & ISOLATOR DETAIL MS 14" X 14" SUPPLY AIR DUCT Al INSULATION PROVIDE TRANSITION AND ADAPTER TO CONNECT DUCT FROM FRY STATION TO 8" SELKIRK 'P5" DUCT SYSTEM O 9 1/4" I.D. DUCT CONNEGTW TO 9-VAT FRY STATION N O o GROSS SECTION 0 u J b I Y� O f F sV etA.X,rcn j1 t&'v 5Lu r gl yr rvla 1 ^Y � . W l sP { sk e£ •'a h .. f . d �. I n- .—.IOP-AO30 1 OP-42 10P-PA lop -GMT 1 OP—vL, d +4PECW.+ r 1OP-140T� 1 _S r TERMINATIONS BY THE INSTALLING CONTR, P—SR 'Seal Ring" (integrated) ,I- SpOcer Band. 3sAs r - r r 7 2" p du r Jacket (Attached) P y i � `e4 r i ..h,. m;r<<r '^I'+rf•_"a1"1R1.� 5Ru r�ms'@I...:::. .,9^:i Gs kx LS m'" ... R, �h -Ji.5. +96iYJ F-...,_�.. Oil L. z O F tL N W r W 0 W { O {2 j > U c o oil LO n O > C L c € --Zs 3 c O C ry O O n1 +G O + ° W D LL IL ao � 0 ® a Q O T O p IK m N Q L z � Lu _ O J z N Lu O ° 5- Q u N z $ z � O °n Ill W bow � 0 Now n o— g 0 U w w N O m o p LL 0o do Z O Q 00 � v � 4 E F v LUUL or ,j) w i IP Kr n- W M5 DUCT DETAILS ilf 21 +r �. 0 of 0 ti m I 6' N rr e D � t 3 I 0 w 0 � / b FREEZER 37 I I I AP2-14 II L -i I I COOLER s7 � II PANEL AP2—l' CAS RS I PANEL AP3 BOOTH LP PANEL LIGHTING CONTROL PAN J LEI m W • •u , • r� �`r�`�`� ram` • •'!' _ --1 A- m 8 •• • '•'•' n a — ,. API 3�17�1r�m PR • KITCHEN A- • ,32 = ' L L—Ial7 sir JUNCTION BOX W/1" CONDUIT DROPPED 6" � p •��r� vpu x,r"iS'*y't y"*rr•# 77 ,u POWER FLOOR PLAN SCALE: 1 /4" = 1 '-0" NP;,tw�t,d'. $ /1^F ..9ti�i# r a � t S xs I r r a i x a` kt c sy�r t s I +, . +'F ,� ✓ Nfq' x fire -v, y -r x n 1 rp h �' at+ 3 Mi ,f�xsl' f i3? Yd iy1 t ;�� �`a d + x • a3 f'T r c Dln '� xF» PROVIDE 4#12 + #12GND-1/2"' ' CONDUIT TO EXHAUST FAN'' "`� ~ INTERLOCK CIRCUIT TO PANEL LP. PROVIDE 2#12 + #12GND-1/2" CONDUIT. J BOX ABOVE CEILING EXTEND FLEXIBLE METAL CONDUIT AND CONDUCTORS TO PULL BOX AND TERMINAL STRIP FACTORY MOUNTED IN KITCHEN EQUIPMENT PRIOR TO INSTALLATION PROVIDE 3#12 OF KITCHEN EQUIPMENT +#12GND-1/2" LEAVE 36" LENGTH OF CONDUIT FLEXIBLE METAL CONDUIT AND 48" LENGTH OF CONDUCTORS FOR EXTENSION TO PULL o o BOX AND TERMINAL STRIP ' FOR FINAL CONNECTIONS L ', PULL BOX (FACTORY INSTALLED) FRYER GRILL ,, CONTROL CONNECTION DIAGRAM H � NOT TO SCALE t� i Le '. i A : n p A Y x r d rI. ('4 -� riffs:. I 7 -13,15 TOILET EXH. 3—V/V. FAN, 120V 0i J WOMEN -`1 16 10 CUSTOMER SERVICE AREA EA 101 / r� LP-9 40 AP2-3 I SWRCH O CLG. BELGW X F3 LP-35 DINING NOTE: FOR ADDITIONAL CONDUIT AND WIRING, SEE K.E.S. DRAWINGS. VERIFY EXACT LOCATION AND ME HANICAL WELL/ROOM REFLECTED CEILING SCALE: 1/4" = 1'- ? a ,.. .. M1si ru I.a.`#'" ..fsn,.a. .. _s ✓`°:� "a ri WORK NOTES (THIS SHEET ONLY 1 N.A. 2 ICE MACHINE CONTROL CIRCUIT. PROVIDE 1/2" CONDUIT UP TO MAC-3 ON ROOF. VERIFY SIZE AND NUMBER OF WIRES REQUIRED WITH K.E.S. DRAWINGS. 3 CEILING MOUNTED TOILET EXHAUST FAN WITH INTEGRAL DISCONNECT SWITCH. CONNECT TO ROOM LIGHTING CIRCUIT. COORDINATE EXACT LOCATION WITH MECHANICAL DRAWINGS. 4 FOR MAC 3, ROOF MOUNTED IN MECHANICAL WELL. PROVIDE 60 AMP, 240 VOLT, 3 POLE, FUSED DISCONNECT SWITCH IN 3R ENCLOSURE, MOUNTED AT UNIT, AND FUSED AT 40 AMPS. COORDINATE EXACT LOCATION WITH STRUCTURAL DRAWINGS. 5 COOLER CONTROL CIRCUIT. PROVIDE 1" CONDUIT UP TO MAC-3 ON ROOF. VERIFY SIZE AND NUMBER OF WIRES WITH K.E.S. DRAWINGS. 6 FREEZER CONTROL CIRCUIT. PROVIDE 1" CONDUIT UP TO MAC-3 ON ROOF. VERIFY SIZE AND NUMBER OF WIRES WITH K.E.S. DRAWINGS. FLAGPOLE 7 KITCHEN EXHAUST FAN #1, ROOF MOUNTED IN MECHANICAL WELL, 3/4 HP, 120 VOLTS, 1 PHASE. PROVIDE 30 AMP, LP-10 240 VOLT, 3 POLE, FUSED DISCONNECT SWITCH IN 3R ENCLOSURE MOUNTED AT FAN. FUSE PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. COORDINATE EXACT LOCATION WITH MECHANICAL DRAWINGS. 8 MOUNT RECEPTACLE NEAR HVAC UNIT FOR MAINTENANCE USE. J 9 N/A 10 P.O.S. SYSTEM. PROVIDE TWISTLOCK RECEPTACLES. WALL MOUNT RECEPTACLES HORIZONTAL UNDER COUNTER. 11 COORDINATE EXACT LOCATION OF UNDERFLOOR CONDUIT RUNS WITH K.E.S. DRAWINGS. 12 ISP JUNCTION BOX. PROVIDE 1.5' EMPTY CONDUIT TO TIME RECORDER. 13 N/A 14 PROVIDE 1" EMPTY CONDUIT FROM TELEPHONE CABINET TO OUTSIDE OF BUILDING. SEE CIVIL PLANS FOR EXACT LOCATION. 15 COORDINATE EXACT LOCATION OF RECEPTACLES IN PUBLIC AREAS WITH DECOR DRAWINGS, 16 PROVIDE 4" SQUARE JUNCTION BOX MOUNTED 40" AFF, FOR HAND DRYER. VERIFY EXACT LOCATION WITH ARCHITECTURAL DRAWINGS. 17 MECH. ROOM MOUNTED HVAC UNIT D-1 WITH INTEGRAL DISCONNECT SWITCH. PROVIDE OVERCURRENT PER MANUFACTURER'S RECOMMENDATIONS. 18 MECH. ROOM MOUNTED HVAC UNIT K-1 WITH INTEGRAL DISCONNECT SWITCH. PROVIDE OVERCURRENT PER MANUFACTURER'S RECOMMENDATIONS. 19 INTERCOM SYSTEM JUNCTION BOX. PROVIDE 1" EMPTY CONDUIT TO ABOVE CEILING. 20 PROVIDE JUNCTION BOX ADJACENT TO DOOR FRAME AND WALL MOUNTED AS INDICATED FOR DETEX SECURITY SYSTEM. COORDINATE EXACT LOCATION WITH MACDONALDS STANDARD DRAWINGS. 21 OPTIONAL GRILL PRINTER JUNCTION BOX. COORDINATE EXACT LOCATION WITH K.E.S. DRAWINGS. 22 TO DOOR PUSHBUTTON AT REAR DOOR. COORDINATE WITH MACDONALDS STANDARD DRAWINGS. 23 PROVIDE SMOKE DETECTOR IN RETURN AIR DUCT OF HVAC UNIT. WIRE TO SHUT DOWN HVAC UNIT. 24 RUN E.P. CIRCUIT ABOVE CEILING. 25 POS SYSTEM. PROVIDE 1.5" PVC CONDUIT RUN UNDER FLOOR FROM GRILL STATION, AND FRY STATION TO FRONT COUNTER, AND TO DRIVETHRU PULLBOX. 26 PARKED SERVE/ROTATE BUTTON. PROVIDE 4" X 4" X 4' PULLBOX MOUNTED 6'-0" AFF. PROVIDE 1.5" PVC CONDUIT RUN UNDERFLOOR TO DRIVETHRU PULL BOX, AND 1.5" PVC CONDUIT TO ABOVE CEILING FOR OPTIONAL FOOT PEDAL. _l COORDINATE EXACT LOCATION AND NUMBER OF WIRES WITH K.E.S. DRAWINGS. 27 E.P. CIRCUIT. PROVIDE TWISTLOCK RECEPTACLE. MOUNT RECEPTACLE IN VALANCE. 28 N.A. 29 PARK/SERVE JUNCTION BOX. PROVIDE 1 1/2" CONDUIT RUN UNDERFLOOR TO DRIVETHRU PULL BOX. 30 DRIVE THRU PULLBOX. PROVIDE COVER PLATE IF NOT USED. PROVIDE 2.5" EMPTY CONDUIT ABOVE CEILING FROM CASHIERS BOOTH PULLBOX TO OFFICE PULLBOX, 1.5" EMPTY CONDUIT UNDERFLOOR TO CONNECT BOTH DRIVE THRU PULLBOXES, AND 1.5" EMPTY CONDUIT UNDER FLOOR TO CASHIERS BOOTH PULLBOX. 31 COIN DISPENSER, AND OPTIONAL REMOTE COIN DISPLAY. 32 POS SYSTEM. PROVIDE TWISTLOCK RECEPTACLES. 33 TIME RECORDER. PROVIDE TWISTLOCK RECEPTACLE. 34 CONDUIT TO MENUBOARD AND VEHICLE DETECTOR LOOP. COORDINATE EXACT LOCATION WITH K.E.S. DRAWINGS. 35 JUNCTION BOX FOR TUMBLER PROGRAMMING SWITCH. COORDINATE WITH OFFICE AND K.E.S. DRAWINGS. 36 OFFICE PULLBOX. COORDINATE EXACT LOCATION AND CONDUIT REQUIREMENTS WITH OFFICE PACKAGE AND K.E.S. DRAWINGS. 37 PROVIDE ELECTRICAL CONNECTIONS TO COOLER AND FREEZER LIGHT FIXTURE AND EVAPORATOR FROM JUCTION BOX. 38 MOUNT OFFICE AREA JUNCTION BOXES AND RECEPTACLES 48" AFF, AND TELEPHONE OUTLETS 43" AFF. COORDINATE EXACT LOCATION OF ALL ELECTRICAL ITEMS IN OFFICE AREA WITH OFFICE DRAWINGS. 39 MENU BOARD JUNCTION BOX. COORDINATE WITH K.E.S. DRAWINGS. 40 VIDEO CIRCUIT. PROVIDE TWISTLOCK RECEPTACLE. COORDINATE WITH K.E.S. DRAWINGS. 41 AUDIO SYSTEM JUNCTION BOX. 42 N.A. 43 WATER HEATER CONNECTION, 24KW, 208 VOLTS, 3 PHASE. COORDINATE WITH MECHANICAL. DRAWINGS. 44 MOUNT RECEPTACLE 18" AFF, FOR TV/VCR. COORDINATE EXACT LOCATION WITH OFFICE DRAWINGS. 45 OPTIONAL GRILL PRINTER. COORDINATE WITH K.E.S. DRAWINGS. 46 PROVIDE DOOR PUSHBUTTON IN WEATHERPROOF ENCLOSURE. CONNECT TO BUZZER IN KITCHEN. 47 JUNCTION BOX FOR MICROPHONE, LOCATED ON EXTERIOR OF BUILDING. COORDINATE EXACT LOCATION WITH K.E.S. DRAWINGS. 48 PULL BOX FOR "MIKE" AND VEHICLE DETECTOR LOOP. PROVIDE 1.5" EMPTY CONDUIT TO CASHIERS BOOTH JUNCTION BOX AND 2.5" SLEEVE THROUGH WALL FOR DETECTOR LOOP CIRCUIT. 49 KITCHEN EXHAUST FAN #2, ROOF MOUNTED IN MECHANICAL WELL, 1/2 HP, 120 VOLTS, 1 PHASE. PROVIDE 30 AMPS, 240V, 2 POLE, FUSED DISCONNECT SWITCH IN NEMA 3R ENCLOSURE MOUNTED AT FAN. FUSE PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. COORDINATE EXACT LOCATION WITH MECH. DWGS. 50 COMPRESSOR/CONDENSING UNIT,MOUNTED ON GROUND, 208 VOLTS, 3 PHASE, 40.6 FLA. PROVIDE 60A, 240V, 3P, DISCONNECT SWITCH IN NEMA 3R ENCLOSURE MOUNTED AT UNIT. FUSE PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. COORDINATE EXACT LOCATION WITH M1 & SITE DRAWINGS. 51 PROVIDE 250V RECEPTACLE, RATED 20A OR 30A, AND SINGLE OR DUPLEX, PER K.E.S. DRAWINGS. 52 SODA SYSTEM. VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS WITH K.E.S. DRAWINGS. 53 HVAC RESISTANCE HEAT. VERIFY WITH MECHANICAL SHEETS. 54 NOT USED 55 COMPRESSOR/CONDENSING UNIT,MOUNTED ON GROUND, 208 VOLTS, 3 PHASE, 40.6 FLA. PROVIDE 60A, 240V, 3P, DISCONNECT SWITCH IN NEMA 3R ENCLOSURE MOUNTED AT UNIT. FUSE PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. COORDINATE EXACT LOCATION WITH M1 & SITE DRAWINGS. 56 N A PLAN. 57 VERIFY EXACT SIZE OF FLAT GRILL CIRCUIT BREAKER, CONDUIT, AND WIRE SIZE WITH EQUIPMENT PROVIDED. 58 USE 4 GANG BOX WITH 4 GANG MUD RING. 11, z 0 H CL N w 0 Q Q Asa � LL Lu O.�JN N���ul O a- C O ® 1z z Q o��s -� FZJ� ® JO�WFss=NtNil1 yyUU �NLL QH frtf 00WW� N�� O fF WZV � 6p�Fo O NWOLL Y LLo�W<6 ai Z N Q W Q W� W ZQ Q g `nI z � Z V OFN3 a hZ Lu m <L IT u T m z W z Z N5 5 QN �ci pry A Z O wd�m Q C) 0- 6 . . I- o L H <— Z�R �0 8 O At O •� uz� (%wm N z� LY�-IO 10) � of zQ QW<o --IQ Q� QZ2 moo zo Ot-� Qo Z !w� j ELECTRICAL M'$y.'4.P 1 .. uWi.X1 m£ f: .' ., + s .. .. :. rx A. ram.'. .I _ yy ... ., x ., 1 .x Y.. ,, $°:�F ea P� ,�'T It t °�t.. m u ie ` i, 4"+ k '^5 ':45ty1$,i h .... -., ..:. 4.. .4,. -i A r: n "., ;, 47r m sM1 1, b y .. ; 5 3t4, Y )7 X 1 k r 4, „z { ,plfi YA) , -y xr 44 r s '` ^""1T-1VI �,, s , 3 { n a � r $ X 1 f y F r ', u4 ^1t r. e f "I" Md h 5. ,i , c`'.t` a4 Yq' b , 4 '' i � 4 % S 4°, T t { k 4 ta. ,a i� t"r s n'q ',. x 1 1,>..r. , 4. ,', M ytla T . y L } ,i 0 f S # A „ v1 F 4 ,... 4 . air ,- , " eMI]- y 0 Y x yl 'F _ t G'li F I` i D I, l ; L 4 it } �I r 1 F6 w I NL F1 LIGHTING -f PA L AP2 t�\ 11 N .n CONTROL II PA L AP3 PANEL J ELECTRICAL F_ - x- / -_ I PANELS MOUNTED PAN LAP ® 6'-6" AFF IF1 PANE LP 5 4 I 1.LP-1 F1 q11 - k4� __%t!yr w 114 - LP- 6,18 IF6 C N( REA OFFICE 1 J WALIi z44 4; > s LP-38 SIGN �� ' ;1 • 6 15 2 ,, � ', L z y rt^1a „i^ N a Y."v ' 3: .flE ' i;:f ( .. nLk,�IIy,., t�r4rv,..+1.. � .. drM c i .ti,_ � �'.'lo S d4x 1 TI Y.. i..:�:'. P n ,Y S v. ..�:dvfy y n R. w of `4 t�t ." - 4'. .. h .S� p!, ."'1. , A.` . t.[.W .:r.. rrt a...... ...e.. 'L v r.:..y a n T.. ./f,, l...x, o-�Y 'i ,fl .. 't. rc o5, yii:. R "$ r r} ✓r-Y'. ° ..'r .::. r 4..: ✓. is a .rA E . k {. .t.l b .y I 1,3i - - L .. 1� `, k ' I 1, a r. Y tY n{ x '' 1 �'. , , 5 y `�.. (` :. 2' r.. I y THERMOSTAT LOCATION (TYP.11 PROVIDE JUNCTION BOX WITH I ,,{ '' ;INSULATED BACK, MTD. 5'-8`' AFF. PROVIDE 1 /2" EMPTY x CONDUIT PER DETAIL SHEET M-2. { COORDINATE EXACT LOCATION ,. 1 n' I WITH MECHANICAL SHEETS. - { Y ,h 'I II .1j uY - F6 F6 -_ F61 ' 17 ROOF ❑� 15 7 L - J SIGN-2 7 I �7, �/LP-5 _ 0 M H. LP 8 I01 B / D M A ME I F1 -_ -;;__i/ F1 F1 I F2 I I lmt____ a,_ I Y� A� x NL F2 / F1 NL 3 ;(L) �� KITCHEN 021 Ic F1 As I" F1 F1 DRIVFI TH B TH A F5 Lrl 7 L -11 F1 F1 DIN NG F1 �_�' NOTE: FOR LIGHTING IN MECH. ROOM AND PA EL PP -/ I I J LP-14 MECHANICAL PLATFORM .t AREAS, SEE 4 PLAN ON SHEET E-1 AWNIN TS 1. LIGHTING FL SCALE: 1/4" = 1'-O" 1 ): �7� n ,�htl' ?yW � � �" " ' S 4 -' ",# M Te£v:^LM1iFr ik� f # .I * � 4 � 4.. . ,ram 1-V ,M «? t ^. w e4 i R+ta k F ..1 py� Yft k(M ♦t• I 't` " 1 "�. Y ' "t, t � 51. c ! r, ^t R ! r k� Y " } "5 � >I �'. yr^ rtF k ,i:� F h s >�i <�" �*: Y *�vGF.?'".a, P M A F y 1 Pa "^"�, ., -, z y , +de... .. n LEGEND: a ll.0h �. , 1 �F: Ipr FLUORESCENT LIGHTING FIXTURE. a-'`-"'i ��"-r EQ FLUORESCENT LIGHTING FIXTURE WITH NITE LITE CIRCUIT. ® H EXIT LIGHT UNIT, UNIVERSAL MOUNT : +"a",, i', "g;tl, m,. EMERGENCY LIGHTING UNIT, UNIVERSAL MOUNT ` .{ 8 DUPLEX CONVENIENCE OUTLET.20 A 125 VAC. MOUNT 1f AFF, LION. (SUBSCRIPT `GFI" INDICATES GROUND FAULT INTERUPTER, WFI INDICATES WEATHERPROOF ENCLOSURE, AND "I" INDICATES ISOLATED GROUND). 1.; Q JUNCTION BOX. MOUNTED AS INDICATED. ❑' DISCONNECT SWITCH, AS INDICATED. NEMA 1 ENCLOSURE INDOORS AND 3R ENCLOSURE OUTDOORS. ELECTRICAL CONNECTION, AS INDICATED. ` �a a DOOR BUZZER, AS INDICATED. 1 I'! QD . DETEX SYSTEM JUNCTION BOX, AS INDICATED. TELEPHONE OUTLET. PROVIDE 3/9 EMPTY CONDUIT WITH PULLWIRE BACK TO TELEPHONE CABINET © TELEPHONE CABINET. rf,i '; � ELECTRICAL PANELBOARD, 120/208V 30 4W *,9 ❑ DOOR PUSHBUTTON, AS INDICATED fir , _ _ - `! " d ,*A fll I ,'` , ayYT✓`, , , Y r s t yi , , 1,X S h 4 a a P k ♦ ra `� ' e` I =`I .I' '. Y 1 4 l a 4 Y y fx tI Y n .a.1#'i Yr' 'd I II 1 y li I. 4t " iA Wig, k, ^ 1 °r �I, F 41 r,,"I 1 OOR PLAN ' K s 1 4* , {If I , ,I e t 4 ru' ^ if a r 1 .. yr Si Yr . 4 k I.. III II 'ny. T"I a { , Y4i I, ,�I I' r ''(- . 4 % " 4 1 II 1` d. k ,"q r �'. V-r'. Rod s I 4 I c' .4 d" a Cy 4 Id. r >F,F Raa 4 t'r^: rs `t ., I. , 1 r, t,,. , I r` a :rJ' A Yr x' e'r 11 P. 110 I UGHTING FIXTURES SCHEDULE ^?I L- ITI,fr V ,W ..� N 'i's"`E I 4 Y' w » ry h ..d , ,, Eby I f I. ! „, jv}_.�Ij llL �' 1I. QT THERMOSTAT LOCAT ON. COORDINATE EXACT LOCATION WITH I 1 MECHANICAL DRAWINGS , ;: .I 1E BRANCH CIRCUIT OR FEEDER WIRING IN COI DUIT. NO TICK , MARKS INDICATES 2 #12 + 1 #12 GND IN 1/2" CONDUIT, k ,r I'' LION. TICK MARKS INDICATE NUMBER OF C NDUCTORS IF i OTHER THAN 3: Itj INDICATES GROUND.PROVIDE CONDUT SIZE PER NEC, & WIRE SIZE PER LOAD R QUIREMENTS. } II,. CEILING HEATER, AS INDICATED. III , ,,, �r,;' r I ` SINGLE POLE LIGHT SWITCH, 20A, 12� VAC MTD 48" AFF. I ; ,,.. I 1. I JUNCTION BOX WITH (2) DUPLEX CONVENI CE OUTLETS ,1*; ' DENOTES FIXTURE " TYPE SINGLE RECEPTACLE, 20A, 125V. MOUNT 1 AF.F., U.O.N. "" -I " ® 250V RECEPTACLE, AS INDICATED. 'I F1 DENOTES NIGHT LIGHT NL CIRCUIT XX NOTE SYMBOL SEE NOTE NUMBER INIIDICAT 11 AFF ABOVE FINISHED FLOORII, �� 11 JUNCTION BOX EC ELECTRICAL CONTRACTOR K.E.S. KITCHEN EQUIPMENT SUPPLIER. <, ;, 4 NL NIGHT LIGHT CIRCUIT. ' Y:"' ,11 ULO UNLESS OTHERWISE INDICATED. '' ` D.C.O. DUPLEX CONVENIENCE OUTLET. i,T. ,. I� ,;I i)" 1HI I. DISC. SW DISCONNECT SWITCH. ,* .." ' ' F1 J ROOF P SIGN J LP-14 AWNING LIGHTS 1 LIGHTING CALCULATION INSIDE LIGHTING REQUIREMENT 1665 S.F. X 2 = 3330 WATTS ALLOWED INSIDE LIGHTING PROVIDED 20 X 32W X 4 = 2560 3 X 32W X 2 = 192 4 X 40W X 2 = 320 TOTAL = 3072 WATTS PROVIDED GENERAL NOTES & SPECIFICATIONS: 1. PROVIDE ALL LABOR, EQUIPMENT, ETC FOR ALL WORK INDICATED AND AS NECESSARY TO PROVIDE A COMPLETE AND USABLE SYSTEM. 2. ALL WORK AND EQUIPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS AND IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 3. ALL ITEMS INDICATED ARE NEW AND SHALLP - BE PROVIDED BY THE CONTRACTOR U.O.N. 4. VERIFY ALL BUILDING FINISHES AND COLORS AND CORRESPONDING EQUIPMENT FINISHES WITH THE OWNER PRIOR TO PURCHASING EQUIPMENT. VERIFY ALL EQUIPMENT CHARACTERISTICS AND MOUNTING REQUIREMENTS PRIOR TO ROUGH -IN. 5. PAY ALL INSPECTION AND PERMIT FEES. 6. PROVIDE A WRITTEN WARRANTY STATING THAT ALL MATERIALS AND WORKMANSHIP ARE FREE FROM DEFECTS FOR A PERIOD OF 12 MONTHS FROM DATE OF FINAL ACCEPTANCE. IN ADDITION, DELIVER TO THE OWNER ALL WARRANTY AGREEMENTS FROM THE EQUIPMENT MANUFACTURERS. 7. PROVIDE ALL CONDUIT AND WIRING UP TO AND INCLUDING FINAL CONNECTIONS TO MECHANICAL EQUIPMENT U.O.N. 8. WIRE AND CABLE SHALL BE RATED 600 VOLTS AND SHALL BE # 12 AWG MINIMUM. INSULATION SHALL BE THWN OR XHHW IN INTERIOR SPACES AND EXTERIOR TO THE BUILDING. CONDUCTORS SHALL BE COPPER. ALL WIRING SHALL BE RUN IN CONDUIT. 9. ALL CONDUITS SHALL BE RUN CONCEALED WHERE PRACTICAL. EXPOSED CONDUITS SHALL BE RUN PARALLEL AND PERPENDICULAR TO BUILDING CONSTRUCTION. 10. COORDINATE ALL LIGHTING FIXTURE TRIM AND ACCESSORIES WITH CEILING PROVIDED. PROVIDE ALL FITTINGS, TRIM, ETC., FOR A COMPLETE INSTALLATION. 11. ALL BRANCH CIRCUIT BREAKERS SHALL BE "BOLT -ON" TYPE, WITH 10,G00 AIC RATING MIN., U.O.N. RATE CIRCUIT BREAKERS IN PANEL PP FOR AVAILABLE SHORT CIRCUIT AMPS. SERIES RATE CIRCUIT BREAKRS IN OTHER PANELS FOR AVAIILABLE SHORT CIRCUIT AMPS. CONTACT LOCAL POWER COMPANY TO VERIFY AVAILABLE SHORT CIRCUIT AMPS. 12. PROVIDE A JUNCTION BOX AT EACH FIXTURE FOR WIRING CONNECTIONS. 13. BRANCH CIRCUIT BREAKERS OF 2P AND 3P CONFIGURATION SHALL HAVE A COMMON TRIP. 14. COORDINATE ALL WORK WITH KITCHEN EQUIPMENT SUB -CONTRACTOR, AND GENERAL CONTRACTOR FOR FINAL CONNECTION REQUIREMENTS PRIOR TO INSTALLATION OF CONDUIT. 15. ALL CIRCUIT BREAKERS USED FOR UGHTING SHALL BE TYPE SWD. 16. CONDUIT SHALL CONFORM TO THE FOLLOWING: A. CONCEALED IN CEILING AND WALLS, OR EXPOSED - EMT. B. CONCEALED IN CONRETE SLAB - PVC. (PULL GROUND WIRE) VERIFY WITH LOCAL CODE IF ALLOWED. C. EXPOSED ON ROOF - RIGID GALVANIZED STEEL. ALL CONDUIT SHALL BE 1/2' DIA. MIN. U.O.R. 17. BALANCE ALL PANEL PHASES WITHIN 10%. 18. PROVIDE CONTROL WIRING AS NECESSARY TO ANSUL UNIT, KITCHEN HOODS, GAS SHUTOFF VALVES, AND ASSOCIATED KITCHEN EQUIPMENT. FOR PROPER OPERATION, 19. PROVIDE A TYPE WRITTEN DIRECTORY FOR EACH PANEL. 20. ALL PANELS SHALL BE LOCKABLE, AND KEYED ALIKE. PROVIDE TWO KEYS FOR EACH PANEL TO OWNER. 21. PROVIDE ALL JUNCTION BOXES, AND CONDUIT RUNS FOR HVAC THERMOSTATS AND TEMPERATURE SENSORS. SEE MECHANICAL DRAWINGS FOR INSTALLATION REQUIREMENTS AND LOCATIONS. 22. COORDINATE ALL WORK WITH K.E.S. DRAWING, DECOR DRAWING, AND MCDONALD'S STANDARD DRAWINGS. 23. DRAWINGS FOR ELECTRICAL SYSTEM ARE DIAGRAMMATIC AND ILLUSTRATE GENERAL ARRANGEMENT OF WIRING AND EQUIPMENT LOCATION. THIS CONTRACTOR SHALL DEVELOP SHOP DRAWINGS OF THE ELECTRICAL SYSTEM COORDINATED WITH OTHER TRADES AND BUILDING STRUCTURE. VERIFY WITH OWNER EXACT LOCATION OF ALL EQUIPMENT. 24. IT SHALL BE THIS CONTRACTORS RESPONSIBILITY TO FULLY REVIEW CIVIL, STRUCTURAL AND ARCHITECTURAL DRAWINGS BEFORE SUBMITnNG HIS BID. ALL DEFICIENCIES OR DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT. 25. MINOR ITEMS AND ACCESSORIES OR DEVICES REASONABLY INFERABLE AS NECESSARY TO COMPLETE AND PROPER FOR THE OPERATION OF SYSTEM SHALL BE PROVIDED WHETHER OR NOT SPECIFICALLY SHOWN OR SPECIFIED. OOR PLAN NOTES: a N/A PROVIDE 4" SQUARE JUNCTION BOX MOUNTED AT ROOF FOR ROOF MOUNTED SIGN LIGHTS. COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS. �3 N/A ® PROVIDE 1" EMPTY CONDUIT FOR ROAD SIGN LIGHT. SEE CIVIL PLANS FOR REQUIREMENTS. Q5 PROVIDE 1" EMPTY CONDUIT FOR SITE LIGHTING. SEE CIVIL PLANS FOR REQUIREMENTS. © N/A ❑7 N/A ® CEILING MOUNT EXIT AND EMERGENCY LIGHTING FIXTURE. Ifl CAREFULLY COORDINATE LIGHTING FIXTURE LOCATION AND CEILING TILE PATTERN WITH MECHANICAL DUCTWORK AND BUILDING STRUCTURE. MARK SYMBOL TYPE DIFFUSER LAMP INSTALLATION MANUFACTURER &CATALOG NUMBER REMARKS WATTAGE ORDER NO. CEILING TYPE MOUNTING LOCATION F1 c) FLUORESCENT 2' x 4" PRISMATIC ACRYLIC 4-32W F32TB/4100K F32T8/4100K LAY -IN RECESSED KITCHEN,PREP AREA &DINING SEE PERFORMANCE SPEC. BELOW 2' x 4' LAY -IN WITH FLAT PRISMATIC 1 2 ACRYLIC LENS & WITH ENERGY SAVING BALLAST O O F2 C� FLUORESCENT 1' x 4" PRISMATIC ACRYLIC 2-32W F32T8/4100K F32T8/4100K DRY WALL RECESSED TOILETS SEE PERFORMANCE SPEC. BELOW 1' x 4' LAY -IN WITH FLAT PRISMATIC ACRYLIC LENS & WITH ENERGY SAVING BALLAST O O F3 C= FLUORESCENT INDUSTRIAL PRISMATIC ACRYLIC 2-32W F32T8/4100K F32T8/4100K SURFACE MOUNTED MECH ROOM SEE PERFORMANCE SPEC. BELOW I' x 4' SURFACE MOUNTED WITH FLAT PRISMATIC ACRYLIC LENS & WITH ENERGY SAVING BALLAST 00 F4 �Y SINGLE FACE EXIT SIGN W/ BATTERY PACK 15T6-145V EXTENDED -LIFE UNIVERSAL KITCHEN,PREP AREA & DINING DUAL-LITE X-2100-120 EXIT SIGN WITH UNIVERSAL MOUNTING LONG LIFE LEAD CALCIUM BATTERY, CHARGER, TRANSFER SWITCH, 30 ETC., AS PER GOVERNING AUTHORITIES REQUIREMENTS. �� EMERGENCY LIGHTS W/ BATTERY PACK . 2-7.2W GLARE -FREE UNIVERSAL KITCH DIINING �� EZ 2 LITE BATTETCRY P ERATED 'Ehr LIGHT WITH WITH LEAD �EAS PER GOY%ERHNGGARL)T OR ES' REQUIREMENT. 0 F6 [] METAL HALIDE GLASSTEMPERED 1-175W SEE -REMARKS RECESSED ROOFSOORHANG SECURITY LIGHTING III 852-175MH-FTP LAMP FURNISHED WITH FIXTURE O2 SPACE NOT USED NOTES: 1 PROVIDE ENERGY SAVING LAMPS BALLASTS. MAGNETEK: 8432112OL/82321120L 2 PROVIDE FIXTURE TRIM FOR CEILING TYPE SUPPLIED. a MOUNT FIXTURE AT 7'-4" A.F.F. TO BOTTOM OF FIXTURE, OR CEILING MOUNTED AS INDICATED. 4 PENIDANT MOUNT FIXTURE FROM BUILDING STRUCTURE. COORDINATE EXACT LOCATION WITH BUILDING STRUCTURE AND MECHANICAL EQUIPMENT. , k e n I vS4 ty I I t h a [ � 3,p 1 � , . P, ,, , , - � . L I I I 1 , � }F Y .' 1 9 I � I _..m� �w iv f .I 141, r a ff n ".N`' ` 1 Y , �. - 1" e.-, 4 r e= IesJu[ .,.4.11J I r ss y ✓$�.;J tP'+ , rv. kl rl I ry "I 64,'teabasi°°�Jaaevarbu:r.rlw.a! tc aa'..,.a��...�#,m.,.S t see z O_ I- 1_ ly v N Q w I- Q LU cz J_ � J ® o§<� �ww < H -H � T (Y -W d OFN��fI Iv � V. O ::, ®(�)�zw�g Q ors N ® 's� ,,, ` Y�Z;�QI-N 0 '-) IL °0Y F_ � I N Z V ° It w6 L��W O >U QpZW°p .� CY-zW°-v ((yy o Q -A 8�� 5a � z Y J(n�pZZZ , W O LL 4 0 W YWZZ I_ � v NJagW A<�LLa T ® < awed . M<Iu 0 `p ..zy��p �'N z V' <z I QLAB 2 Wv X _ WW �' - F- O4R'¢ Jl z t lf) r(0 4 q W In C:,U) 6 5- m Z �, jz ,Z 7 � -7 -7 >W -- H- qry K V-fV p(N LD Q 6 2 Oc) 0-6Q � LU I-K< �SR- - E "' _� �'`)Q s �d wz�i D-JOmO - 1.;; �v�p � 11 - . o - - _ " z6 W (° n 11 �lllQ I . QWQO .K _j� Qz2 CD 0 O O A 2:. ° ODwILI Qo w 2. E � I I t ELECTRICAL a'°g 4 y cay+` ,+y g ,'•>L�� ` r,i � " m7;, a a r� It' , 9 y ,„.,., E �;.,1+=�r;,"sl. TYPE PANELBOARD PANEL LP SEE NOTE 6. MAN BUS 225A. SERVICE 3m 4W NEUTRAL FULL VOLTAGE 120/208 MAINS MUD MOUNTING FLUSH LOCATION POLES 42 SEE PLAN DEM. V.A, NO. DEM. V.A. TRIP POLE WIRE DESCRIPTM C K T C K T DESCWII N WIRE TRIP POLE NO. DEM, V.A. DEM, V.A. 1480 20/1 12 KITCHEN / PREP LTG 1 2 ROAD SIGN 8 30/2 2196 630 20/1 12 NITE LTG, 3 4 ' 1225 20/1 12 CUSTOMER SERVICE TOILET LTC 5 6 OUTSIDE MENU 12 20/1 1344 1110 20/1 12 DINING LTG 7 8 SIGN 12 20/1 1200 720 20/1 12 DINING RECEPT. 9 10 FLAG POLE 12 20/2 1 600 1200 20/1 12 DIRECTIONAL SIGN 11 12 ' 1500 20/1 12 HAND DRYER 13 14 FRONT SIGN AWNING LTG. 12 20/1 1200 1500 20/1 12 HAND DRYER 15 16 SOFFIT LTG 12 20/1 840 360 20/1 12 SPK. TIMER / RECEPT. 17 IB SOFFIT LTG 12 20/7 84C 500 20/1 12 . FF INTERLOCK 19 20 LOT LIGHTS 10 30/2 1100 500 20/1 12 . FLAT GRILLE INTERLOCK 21 22 ' 500 20/1 12 . CLAM GRILLE INTERLOCK 23 24 1 ILOT LIGHTS 10 1 30/2 1100 200 20/1 12 AUDIO SYSTEM 25 26 ° 1100 20/1 12 INSIDE MENU BOARD 27 26 LOT LIGHTS 10 30/2 1100 500 20/1 12 UGHT CONTROL PNL. 29 30 180 20/1 12 COIN OFFICE RECEPT. 31 32 LOT LIGHTS 10 30/2 1100 300 20/1 12 P.O.S. SYSTEM 33 34 ° 500 20/1 12 MECH. ROOM LTG. 35 36 .DOOR ALARM 12 20/1 200 400 20/1 12 OFFICE LTG. & RECEPTS. 37 38 RECEPT. ON POLES SIGN 12 20/1 1200 500 20/1 12 ISP CIR. ++ 39 40 . TIME RECORDER 12 20/1 200 200 20/1 12 EP CIRCUIT .+ 41 42 . DOOR BUZZER 12 2011 180 15105 1- 29505 VA/360 - 82 AMP 0 201 14400 i fjiM MT L'. � ii 'R Y ig7W 1�1, :d• ��i Y1w` f p . n . .. L 25 7w" TYPE PANELBOARD PANEL A P - 2 MAIN BUS 225A. SERVICE 304W NEUTRAL FULL VOLTAGE 120/208 MAINS MLO MOUNTING FLUSH LOCATION POLES 42 SEE PLAN DEM. V.A. I NO. DEM. V.A. I TRIP POLE WIRE DESCRIPTM C K T C K T WIRE TRIP POLE NO. DEM, V.A. DEM. V.A. 780 1200 30/1 12 EXHAUST FAN p1- 3/4 HP 1 2 MEAT FREEZER TIMERS 12 20/1 800 800 500 500 20 1 12 VIDEO CIRCUIT 3 4 MEAT FREEZER TIMERS 12 20/1 800 800 468 720 20/1 12 EXHAUST FAN M2— 1/2 HP 5 6 SOUND SYSTEM 12 20/1 200 200 200 200 20/1 12 WA. COOLER 7 8 WASHER 12 20/1 840 546 200 200 20/1 12 1 W.I. FREEZER 9 10 BACK ROOM SODA SYSTEM 12 20/1 816 1 816 24 24 20/1 12 1 OPT. CLEAN IN PLACE 11 12 SUPPORT PANEL 12 20/1 816 816 804 1237 20/1 12 F.F. MEAT FREEZER 13 14 TCP UNIT 12 2D/1 1000 1000 200 200 20/1 12 FF. TIMER 15 16 FAT FILTER 12 20/1 1000 650 200 200 20/1 12 F.F. CONTROL 17 18 STAGING CABINET 12 20/1 1320 858 500 500 20/1 12 SPARE 19 20 FRY BAGGING STATION 12 20/1 1620 1053 500 500 20/1 12 SPARE 21 22 SPACE 500 500 20/1 12 SPARE 23 24 SPACE It 25 26 14616 14616 60/3 6 CONDENSING UNIT D-1 —10 TON 27 28 CONDENSING UNIT K-1 —10 TON 6 60/3 14616 14616 29 30 31 32 — — 40/3 8 D-1 7.5 KW HEAT STRIP 33 34 MAC _3 8 40/3 8640 5616 NON —COINCIDENTAL 35 36 37 38 — — — — SPACE 1 39 1 40 11 HOTCAKE HOTPLATE 10 30 3 3000 3000 41 1 42 19492 20597 I= 50263 111 = 140 AMP 35468 30771 £ .,R^.F5✓.5 t*yA,w p_ t.1 �,'eRk NSKk'.1•jTW-R 'Yy T��r �5q^ T { jt ',: 11 h& �'TS�a.l"1e.Y3 TYPE PANELBOARO PANEL AP-1 MAIN BUS 225A SERVICE 30 4W NEUTRAL FULL VOLTAGE 120/208 MAINS MLO MOUNTING FLUSH LOCATION POLES 42 SEE PLAN DEM. V.A. NO. DEM. V,A. TRIP POLE WIRE DEScwTm DESCIWTM WIRE TRIP POLE NO. DEM. V.A. DEM, V.A. — — — — SPACE 858 1320 20/1 12 STAGING CABINET ICE MACHINE 10 30/3 5400 3520 800 800 20/1 12 HOTCAKE TIMER 650 650 20/1 12 OVERHEAD FREEZER COFFEE WARMER 12 20/2 240 156 156 240 20/1 12 SODA TOWER tKK 702 1080 20 1 12 OJ DISPENSER COFFEE MAKER 12 30/2 3370 2190 9360 14400 45/3 8 COMBO SHAXE SUNDAE MACHINE SPACE _ _ _ SPACE2600 4000 30/2 10 O—ING OVEN — OEP A BASE REFRIGERATOR 12 20/1 750 487 2600 4000 30/2 10 1 O—ING OVEN — OEP A 23 24 BISQUIT OVEN 10 30/3 7500 4875 25 26 — — — — SPACE 27 28 HVAC & ROOF RECEPTACLE 12 20/1 180 180 — — — — SPACE 29 30 1 BISQUIT HOLDING 12 20/2 998 648 3185 4900 30/2 10 1 1 UNIVERSAL TOASTER 31 32 33 34 GRILL TIMER 12 20/1 800 800 3185 4900 30/2 10 MUFFIN TOASTER 35 36 TRANSFER BIN 10 30/2 3744 1 2434 37 38 SPACE — — — _ 520 800 20/1 12 SALAD DISPLAY 39 40 NUGGET CABINET 12 20/1 1000 650 — SPACE 41 42 FILET STEAMER 12 20/1 1700 1105 6 24616 37090 1- 41661 VA/360 - 116 AMP 25682 17045 k �^ " a 1 1u 'e'Ptx4rb 1"_ d I h:a w 7 I Al } 4 Y ry d� Y2 .w.v. � gbei9R #a `'wb' V�. � rv:.t« . SL:. .w;>•tis_'A:• S 4e J _M V lUr- 30 4W PANEL NLU I KAL FULL VOLTAGE 120/208 MAINS MLO MOUNTING FLUSH AP-3 LOCATI❑N POL S E 42 SEE PLAN DEM. NO. TRIP WIRE C C WIRE TRIP N0. DEM, V.A. DEM. POLE ] S" `LRIPTM K K DE�IiTMN F'DLE DEM V.A. V.A. T T V.A, 1 2 7605 11700 50/3 6 CLAM GRILLE 3 4 AHU K-1 12 20 3 2700 2700 5 6 7 8 7605 11700 50 3 6 CLAM GRILLE 9 10 . AHU D-2 12 20/3 2700 2700 11 12 13 0 14 11 9828 15,120 60/3 6 DEEP FRYER (3 VAT) 15 16 FLAT GRILLE 6 50 3 12240 7956 9828 15120 60/3 6 DEEP FRYER (3 VAT) SPACE FUTURE 50 3 30/3 13500 8775, T2526 SPACE 9828 15120 60/3 6 DEEP FRYER (3 VAT) SPACE SPACE ' SPACE 31 32 1 SPACE SPACE 33 34 SPACE SPACE 35 1 36 SPACE SPACE 37 38 SPACE SPACE 39 40 SPACE 44694 68760 a . aI ac I WY f 't. I xM4. Y �1 41 42 SPACE 1— 66825 VA/360 — 185 AMPS VIa:4R I I �PP PANEL (SEE NOTE 8) I' 800 AMPS, 206Y/120V, 5 PHASE, 4 WIRE, 50LID NEUT 500 AMPS MAIN LU6 ONLY NEMA 3R ENCL, SURFACE MTV SERVICE DEMAND VA TRI 31140 1 22131 TRIP/POLE DEMAND VA SERVICE PANEL LP 2q,505 15OA-3P 20OA-3P 50,525 PANEL AP-2 PANEL API 28,823 20OA-3P 30OA-3P 66,825 PANEL AP-3 SPACE O IOOA-2P IOOA-3P 36,000 )NIATER HEATER • VERIFY SIZES OF HVAC UNIT CIRCUIT BREAKERS REQUIRED, WITH SIZE OF EACH HVAC UNIT AS INDICATED ON MECHANICAL SHEETS, AND WITH HVAG EQUIPMENT MANUFACTURER. •• VERIFY SIZE OF FLAT GRILL CIRCUIT BREAKER REQUIRED, KITH EQUIPMENT PROVIDED. 2 SETS 14 #500MCM - 3 1/2-Cl G.T. IS INSIDE TRANSFORMER PAD. ELECTRIC METER 1 1 /4" RGC 120/208V, 3 m, 4W UNDER6ROUND SERVICE ENTRANCE FROM TRANSFORMER. NOTF-5: FAN�L. L_f= I 50L.A7E17 GROUND NO SCALE TO GROUND BUS IN PANEL PP (OR IN SERVICE DISCONNECT IF MODULAR 5NITGH6EAR I5 USED) RUN THIS ISOLATED 6ROUND CONDUCTOR UNBROKEN AND UNSPLIGED TO GROUND BUS IN SERVICE DISCONNECT RUN ISOLATED 6ROUNID IN FEEDER CONDUIT. #6 6ROUNDIN& CONDUCTORS ISOLATED &ROUND TERMINAL STRIP ELEGTRIGALLY ISOLATED FROM PANELBOARD ENCLOSURE ISOLATED 6ROUNDIN6 CONDUCTORS. TERMINATE ON SROUMDIN6 SCREW TERMINAL ON RECEPTACLE NEUTRAL I5 DEDICATED I NG 17r=TA I L. 16051-02 e Z V N W L LLL 4#350 MCM+#2G-3"C LL 4#1/0+1#4G-IN 2"C ® °So11�Zl 4#3/0+#60-27C H� _ � � a < 4#3/0+#6G-2"C I� W�z Q CL ZO IN—NN a<N zro N 7D w H ® Z LL v Q EzFW� J zLz sU O E J ® J L�LL 4 mIL WATER HEATER pQ<I- 100A SEE NOTE 6 W~� Z J IL � 1L 3P—C/B r000� o°W NSF O ___T341+#8G-1 1/4"C � � �ZI- (Y �6 DWo�° S I NGL_E L. I NE R I 5ER 1� I AGRAM ' 0 2§§ <21 o K NO SCALE PANEL PP 800 MLO 1. CONNECT 6ROUNDIN6 R E-GTRODE CONDUCTOR TO DRIVEN ROD IN VICINITY OF SERVICE DISCONNECT. ENTIRE 6ROUNDIN6 ELECTRODE SYSTEM INGLUDIN6 SIZE OF CONDUCTOR SHALL COMPLY WITH NEC ARTICLE 250 4 5.F.B.C. 2. THE CONTRACTOR SHALL OBTAIN AVAILABLE SHORT CIRCUIT CURRENT FROM THE LOCAL UTILITY COMPANY. THE CONTRACTOR SHALL ADVISE MGDONALD'5 CORPORATION, IN WRITIN6, THE AVAILABLE AMOUNT OF FAULT CURRENT. 3. CONTRACTOR SHALL VERIFY EXACT METHODS AND REQUIRMENTS FOR ELECTRICAL SERVICES WITH LOCAL UTILITY COMPANY. IF POSSIBLE, CURRENT TRANSFORMERS ARE TO BE INSTALLED OUTSIDE RESTAURANT. 4. 5WITCH6EAR/PANELBOARD SUPPLIER: SIEMENS ENER6Y AND AUTOMATION, INC. 2880 SUNRISE BLVD - SUITE 136 RANCHO CORDOVA, CALIFORNIA C15-142 q16-631-g433 MS. BETTIE LEES 5. ALUMINUM CONDUCTORS MAY BE USED AS SERVICE GONDUCTOR5 PROVIDED THEY ARE TERMINATED AS FOLLOWS: EXPOSED ALUMINUM CONDUCTOR STRANDS MUST BE COATED KITH AN ANTI -OXIDANT IMMEDIATELY AFTER INSULATION I5 STRIPPED AWAY, A COMPRESSION LU6 MUST BE PROPERLY INSTALLED ONTO THE EXPOSED ALUMINUM CONDUCTOR STRANDS, AND THAT GOMPRE55ION LU6 MUST THEN BE BOLTED TO THE TRANSFORMER TAPS AND 5NITGH&EAR BUSS U51N6 PROPERLY SIZED BOLTS, NUTS AND WASHERS. MERELY INSERTING ALUMINUM STRANDS UNDER A SCREW LU6 15 NOT ACCEPTABLE. 6. PROVIDE ISOLATED 6ROUND BUS IN PANEL LP FOR CONNECTIONTO CIRCUITS INDICATED. PROVIDE #4 ISOLATED GROUND WIRE FROM 150LA7ED GROUND BUS BACK TO TRANSFORMER AND CONNECT TO GROUND. -7. PROVIDE THREE 3/4" EMPTY CONDUIT FROM PANELS LP, AP-1, AND AP-2 UP TO THE MECH. ROOM SPACE AND GAPPED FOR FUTURE USE. 8. MAIN INCOMIN6 SERVICE CABINET AND SWITCH MUST BE BRACED FOR THE HI6HE5T AVAILABLE SHORT CIRCUIT CURRENT BUT NOT LE55 THAN NEMA SYMMETRICAL RMS OF 42,000 AMPS. g. BRANCH BREAKERS IN DISTRIBUTION PANELS LP, AP-1 4 AP-2 TO HAVE A NEMA SYMMETRICAL RM5 RATIN6 OF 10,000 AMPS. BREAKERS IN PANEL PP TO HAVE A NEMA SYMMETRICAL RMS RATING OF 18,000 AMPS OR THE MAXIMUM AVAILABLE CURRENT AT THE MAIN SERVICE DISCONNECT NHIGHEVER 15 6REATER. ALSO, ALL CIRCUIT BREAKERS IN PANELS L-P, AP-1 4 AP-2 SHALL BE SERIES RATED WITH THE CIRCUIT BREAKERS IN PANEL PP 50 THAT ALL CIRCUIT BREAKERS IN ALL PANELS ARE PROTECTED A6AINST THE MAXIMUM AVAILABLE FAULT CURRENT AT THE MAIN SERVICE DISCONNECT. d PANEL PANEL PANEL PANEL AP-1 AP-2 AP-3 LP 225A 225A 400A 225A MLO MLO MLO MCB UD LLL y Y--, uc0�W0�Zo Q,p J1 UWU ZZ4p WZWQ�OU OW� IL T MNJg ® W o _j Z U1 Z 10. ELECTRICAL CONTRACTOR SHALL ARRANGE WITH THE ELECTRIC AND TELEPHONE UTILITY COMPANIES FOR INGOMIN6 SERVICE REQUIREMENTS AND INCLUDE ALL O : N -W 4 N COSTS IN BASE BID. �F-H V ZFZ` � � 11. INGOMI Nb SERVICE SHALL BE 208Y/120V, 3 PHASE, 4 WIRE. ANY OTHER KIND 11I� OF SERVICE SHALL NOT BE PERMITTED UNLESS APPROVED IN WRITING 5T NN Z McDONALD'S CORPORATION. 6 m o Ts W T 12. ALL ELECTRIC MATERIAL USED ON THIS PROJECT MUST BE 'I LISTED AND LABELED. m Z W Z Z 13. ELECTRICAL 5UB-CONTRACTOR SHALL BE RESPONSIBLE FOR BALANGIN6 THE LOADS ON ALL PANELS. Q N ry o ry 14. ELECTRICAL CONTRACTOR SHALL MARK CLEARLY 4 LE6IBLY ON THE DOORS OF PANELS PP, LP, AP-I,AP-2 AND AP-3 "CAUTION - 5ERIE5 RATED SYSTEM", Z THE CIRCUIT BREAKERS IN PANEL PP 50 THAT ALL GIRGUIT BREAKERS IN ALL � 11i�m O Q c) PANELS ARE PROTECTED A6AINST THE MAXIMUM AVAILABLE FAULT CURRENT AT o H THE MAIN SERVICE DISCONNECT. H-O LU �� 15. PROVIDE COLUMN WIDTH PANEL OR ADJUST GABINETRY FOR PROPER NORKIN6 < LY P s CLEARANCE. Q I kCi z�a f1/JJO OILL I- Z� V/ Q z QuiQI QQ J W J QZ -LL 2mLLo z° O T U Q C Lu � UUl1 ELECTRICAL � krrvY " 7e ro Ir,F m rn m 66 a a: - 3 I E 0 0 - a r 0 0 k IT (CEILING ABOVE ❑FFICE) 120VIT ALARM CIRCUIT firs�r_" SD I Poo. SD R-(A/C) R-(A/C) R-(A/C) R-(A/C) r T� r "x ALARM P I A6RAM NOT TO SCALE TAMPER `v J 5`aY °Ne f'�•r"x Py"vM"�'^a{^6. 9"MNI�6^A �.§�i•:. nA"`5 4 d q C` h k s : Y f� ♦R I^S � k � � r .:Tw I x ' ' d ti { 04, F t F �iL,Y f dY.M' A �l 4 ' a �] ee Till, IT;a r >uAT.1 I d ell I I Ilk i "I FLOW ANSUL ANSUL R1 r I �1h h �. a� R2 BELL ALARM - „" �; I APP. SHUT 'i DOWN F a I WPI BELL IH�11111 f �� WP BELL INSI E 24V (SEE INTERLOCK DRAWING) CLAM IN II, 24 V (SEE INTERL❑ K DRAWING) I_ IN ASE X yR`y� t. °ar ,. $.'. Y de G6 Y A `'4i id $ yyt r i^.: • Nn} fib% ...� 'M.i �.Y4�.k C."$i''t 6 }r, ,�,a 'firre, IT 1 � `4 IT, r nos ` Y t r 1 ✓ F e 1 .L Sufi ALARM q CIRCUIT iT a� I- rX t —UK 3ER5 .I N-__T EXHAUST PAN _z ANSUL PRE55URE SWITGH 7� FACTORY WIRED TO TERMINAL BLK STRIP AS SHOWN I \\ I 5-WIRE CORD GAP NEMA#L21-20P 5-WIRE CONTROL CORD W/ FLUE JUNCTION BOX ABOVE GEILIN6 FACTORY O N WIRED TO I 120V CONTROLL _1,_ I _:rWITHIN - - - - - - APPLIANCE z 0 F- 2 N 11111111 KITCHEN EQUIPMENT OR WALL COOKIN6 APPLIANCE z JINN MOUNTED POWER OUTLET BOX �--H n C, Z_ �N D_ O�IV kU ST FAN AN17 GOOK I N6 EG2U I PMENT o p�,qv�� O :RLOGK IN I R I N6 P I A6RAM ry_ D w F Y Lu NOT TO SCALE Z Z % Q N° -zF�i� J TYP I GAL PORK HVAC UN 17 NOTES : �Zo ° Z Q> J J LUu LJw�N HVAGSYSTEM SUPPLIER WILL PROVIDE: �F1 3¢-7 1/2 15 TON N - R AI 6 Y1 Y2 W1 W2 A2 B v I III I I I Y V NOTE: REMOVE JUMPER J3 ( Al -A2) GREY GABLE W/ q #18'S FURNISHED BY HVAG SYSTEM SUPPLIER, INSTALLED BY E.G. 2 CONDUCTOR —f- GABLE JUNCTION BOX ABOVE GEILIN6 �— q CONDUCTOR GABLE AND 2 GONDUGTOR GABLE IN 3/4" GONDUIT JUMPER RG-RH FIELD INSTALLED BY E.G. TYPICAL r ALL THERMOSTATS J O O O O 010 O O O O O O Al A2 6 X W1 W2 YI Y2 RG RH T T 71500 THERMOSTAT T T J REMOTE SENSOR T�047G 1 025 I. HONEYWELL T1300G1001 THERMOSTATS ° o) 2. HONEYWELL Q�30OA1OI& SUB -BASES LL _ Z mo3. HOINEYWELL TT04'T61 000 d T"104'TG 1025 Q, 8 d REMOTE SENSORS. o A F O 4. ALL LOW VOLTA6E GABLES INDICATED ON THIS SHEET. N Q! 5. WOOD BASE d q V ALKALINE BATTERY FOR EACH w g O THERMOSTAT. b. ELEGTRIG DI50ONNECT 5WITGH ON ROOF w oLL TOP UNITS, FACTORY MOUNTED AND WIRED. ELECTR I GAL CONTRACTOR W I LL G 1. INSTALL LOW VOLTA6E GABLES LLz ° , 2. SUPPLY AND INSTALL ALL CONDUIT z uj ° } 3. ASSEMBLE AND INSTALL T130061001 Z a a THERMOSTAT, Q'1300A1015 SUB BASE ® _ 4. MOUNT T7047 REMOTE SENSORS w 0) ON WOOD BASE AND INSTALL. Z 5. MAKE ALL FINAL CONNECTIONS u`p o }Wy z NOTE: 50ME THERM05TAT5 MUST HAVE AVERA6IN6 REMOTE SENSORS GONNECTED TO THEM IN SERIES AS SHOWN. SEE SHEET MI FOR THOSE LOCATIONS WHERE AVERA6IN6 REMOTE SENSORS ARE REQUIRED. Lu < 7)z Y T m T W T z wz z (s) 5 0 5 f -- q N � � N Q ry JUNCTIO I 2 m BOX I CONDUCTOR �� O O ABOVE GABL w�m — —� JUMPER RG-RH ao GABLES IN FIELD INSTALLED Lw 3/4" CONDUIT BY E.G. TYPICAL ALL THERMOSTATS Q S 0 �vLLc � N Z-- ( m ° m 1?(D0.1 C71 TT Z Q Z< O D (Q [A O m XJ T Q IY Q V V O O O O O O O 0 0 0 0 o T �� 2 Al A2 6 X NJ W2 Y 1 Y2 RG RH T T CD LI ZO Z O REMOTE SENSOR REMOTE SENSOR oT Q 71500 THERMOSTAT 7-704761 000 7-704161 000 T7300 THERMOSTAT WITH AVERA6IN6 —� REMOTE SEN5OR5 WIRIN6 VIA6RAM NOT TO SCALE w ELECTRICAL FREEZER FLOOR) ;�7 f �r a k i s., r� DINING PLUMBING FIXTURE SCHEDULE MARK FIXTURE CW HW(100) HW(140) DRAIN VENT REMARKS P-1 WATER CLOSET 1 — — 4 — 1 P-2 LAVATORY 1 2 1 — 1 1 1 1 2 2 —3 HAND SINK 1 2 — 1 1 2 1 1 2 3 P-4 MOP SINK — 1 2 3 2 4 P-5 3 COMPT SINK 1,34 — 3 4 3 3P-6 PLAS I WASH. BOX — 3 4 2 1 1 2 6 P-7 URINA — — 1 FLOOR MOUNTED FLUSH VALVE. HANDICAPPED. 2 COUNTERTOP HANDICAPPED FAUCET SET AND HANDLES. 3 WALL MOUNTED. (MAX DIMENSIONS 13" WIDE BY 13" DEEP) 4 RECESSED MOP SINK SUPPLIED BY McDONALD'S 5 PROVIDED BY McDONALDS. SPLIT COLD AND HOT WATER SERVICE TO 2 FAUCET SETS -WITH 1 /2" PIPE TO EACH SET. 6 SEE KITCHEN PLANS. 7 ALLBROOK 1.0 URINAL BY AMERICAN STANDARD " ■�nw Z a N >rr NJ �F z yW Q � -NWz� 4 iz� Q F�HJJ Qy' _ Z yy N WQO Il W iiP. Y 010uj �ZZ Q, .' J d W Q 0 0 4 J N co � Q> Q aie �u � � c) N J�0 QL Qa' pp ��11 Z -A8�§W° � :'D')Q LL Y QW'Q'OHZ� .-. < z �� zQKJU_ ot �x z LH Z 20 �. } � � T W 6 am Z W Z Z 11""^, Ak q ry I- N g ry «€ f z8 lz Q o D_ Ld � n N -M Z6 N � c) s) Q CaQ QWQI QZ� moo Zo c) O (� a o v° PL—UMBIN& : 3' VTR �2 s,Sv4 tp�t A'fC�M X S if I 2" 3-COMP I 2 FD/F i 2" HAND SINK 4 e >t, C.O. 0tag w f.ofMis'�'+z?+ 1 1 /2n ..` i... MA , O F,4 , 9 .,s. e1 dam'x..i,-. . r . 4 c t... WASTE AND NO SCALE 3/4"- MOUNT VALVE ON WALL BELOW CEILING IN PREP AREA. LABEL "OUTSIDE HOSE BIBB" MOUNT VALVE ON WALL BELOW CEILING IN PREP AREA. LABEL "DUMPSTER CORRAL HOSE BIBB" 3/4' 2" WATER SERVICE SEE SITE PLAN-7 I VALVE BOX METER WATER RI NO SCALE FD/F e t I�k 11 1 /2/2" M0P SINK 1 I A t 3'• I �I PE TO 5ITE INA&E. I �3" VTR 5P-2. J SLOPE TO F . It . ,� II TRASH G0 F. P. V \1 Orr F.D yCJ�� E VENT RISER DIAGRAM "ram ANTI -SIPHON HOSE BIBB IN MECHANIC WELL A �u tot Nk 100 1 /2" 2 > 3/,4„ URINAL W.C. ryry, SdF'l�.n's'3Y At VgY AI Xqf� 1" TREATED FIL WATER SUPPLY REDUCED PRESSURE TYPE BACKFLOW PREVENTER WITH k' STRAINER ~t SER DIAGRAM`$ LAV. w�.FE�+z':r dne n HI6H POINT OF ELEV. OF TRA5H CORRAL O 6ATE51, d , q IV i .--.ei ax��,,.,,.._. ,,,,,, ,, , ,, ,, ,, _ _. .. I 5 i..m..,.., n. ,.,Ma..r»#'ih' Na n • W w NUY9F * Qa0 tu WZN Q OFTU.-. Q„ NSLL�O O a- Fo V-a<_Lu YzQ aLL <�Wz� <NWNW ��Q, 7 £ "JIL m J Q ZG >����� o > Wafi 000 uj v�goo� aFaWa� 0) zags �w lD Z � �z oz w Y�iW��J' v � OWIL< N z ?' W 0- m pKaWW'13- Lo T m Z Q iuZ Z qCN iY F N O ry m Z 00 L I �Q w q CZvLLC) Z [x�m l!1 Q zQ QwQ° _I O QLL Z m�Zp ZOO , U C) W Q ° PLUMBING ° ( FREEZER F100R) COOLER eOITH OR) CASHERS BOOTH EW AREA ANSUL SYSTEM w MR PULLEY ELBOW r ) y� 'F."C: '` 'A^a G, t"Re Yx.Y ANSUL INSTALLER SEE NOTE 1 1 /2" CONDUIT SEE NOTE 3 — BONDING TYPE CONDUIT 1 /2" CONDUIT t NIPPLE WITH FLARED INLET - I A L PREP AREA C OFFICE 11 : i_KITCHEN REMOTE PULLS, SEE II DETAIL THIS SHEET II ANSUL AUTOMAN BOX,11 SEE DETAIL THIS SHEET 11 1 LLI ' Y } 2 -- I DRIVE THRU BOOTH 17, S$� yy c �qq r ,may I Y t�lFn �in, ¢¢����� J _ J , v E n _ C J� L a a k a i b { I I, r # r _ I I' "t M � i I .l`T4i'n"t4^4. a. r AL a, " I I I 1 211 I CONDUIT 14 I" (TYP.)r F r .a 4" X411 s PULL BOX I I' TYP. I. ' � PULLEY ELBOW (TYP.) k ANSUL AGENT I' LINE TO EQUIP. w FROM REMOTE J° �I PULLSTTAION i 9 1 � �• � WIRE ROPE ANSUL s� AUTOMAN SUNS RD INSTA LLOON # BOX BY LL HOOD a UNCTION BOX � I FROM { DETECTION { LINE w' FINISHED FLOOR < �._�r BREAK ROD L REMOTE MANUAL REMOTE ANSUL PULL L BOX M PU LL STATION { RING HANDLE . b r " ELEVATION n REMOTE MANUAL PULL STATION NO SCALE _ v NO SCALE y Ak P _ ... �} " a 44, r. rn e:l J `xh. C " r fin. r m -{ I I ' d >3 §•r ' e, �'r^. ✓'*iai ytir =. Y.,..p A v ,:. y ?�. •tea n . R .. .... « , -.b .. of IjA I v CY .rc• 9 74 1NH�KWNv �w~ LL e--a ,$) Zz �ZNWJN < <NiLu g w� OL Z''psJ Z Qd Qco Y N g cc yy N �n E r nnO// � V GL >T <,z � — d)w a IIIIII_LLLLLL E (O(yy o Q ©Fo z.g vp�gOZo ZZ �* u'HWw<O te f it �zW�� ® pI�IL� z 4ZJW ur ; Nb n�Lu V 1I I 4W "k' 06' w6 z O W z Z 7 � ju ND �D < N pry Q N & Z°o 2 O LL Q ,ry O Q om zQ Qz C) Ll( �Vv w � m0 O�� T , v °o l Q ° PLUMBING Tr^e'b k w,'✓ze - T .Cu '` a av>F . """- *+�sYw a' t t a � ��r, rv° ... � a � ,I�.!��, yrx>4.. x,; ,� L � tQ agar � � x ✓f. ,�% ^�?t . � ' as r.Y' ;b � � wl r y aw .:..., w e:... ✓ ELEATION "A" V MANA6ER'S OFFICE WITH I S.P" ( SGG7 12r 1 �` a aP AtCAz ..>f a-•. t` a S I.w+ 9 ` ELEVAT I ON 115 " MANA6ER'5 OFFICE WITHOUT I.S.P. ( sca I e 1 . 5x) F 4 i^At S f A n1 W m � •'1 —1 1' 1/2" CD el ♦( It Uo f��bYr' F `y pj, 5 1 I" ✓Rrv¢�6 1 1 y 1 jjC � 3" -8 1 --0 1/2" O o { L ?ice u1 Y , ,. 4 —5 112 t ,« t+R"rma,6 I e 5 1/2" 81-01, 1.7' O eldvrw O O 4'-8 1/2'1 b'-3 1/2[ I �I '✓,. r ,... � 'ui'..,. e 1' N ✓f G +)f /,,. $� ,d^,... ae � -,G:. ✓ b'- e° n i's�x' f;if. 4 '7 .f* e 1 � t .,�` e � -, ', a 'i�P.;�ti dv rc� ,'�`: .e2'� -+ s✓ r wr`,'), -t. `'a rrI'T `E S %�, .b ^,^'i. `� « rr. r:, •,„t., t.e, i .. u`:. 'w ¢ ...t...t ;, w.,y vx-h`# ` , .,,,. ? g:.;l. ✓; 1k r -Sk F q,R �,_ S .[�.} `. a n ^w+,€_ l- r to a INSTALL T.� AND REMARKS ," ATION REQUIREMENTS .". ..... 1'�`..'r' 'MY r, "a Yr Ya^' t.., 1, ,. ,.. ., tr ., y;,✓W�', �: x5�,.• p•+, .: .. alz. ri .,,L �1 a a Y n<:.r Y+t war �` s.r . „ -I5. t .'�r'rbr,..:�, c aT^ :r,' rw�il � , ,� , a=,i1 . • ,�,. r., ��^� � �.. a, ,~~ •, t.' � r,.:. � .�;,`� =:f err tt, ,� ,.w., � EQUIPMENT 1 ✓ . �.: t �. t ' SELECTED s,t r1 f,,.. ,».; :.,' ,..:..h"a' §ti+,k q ssa, ..,... -+;' ";:, ..� 'a, �r-1''.,- tT I:,*+ ,ri #,"�'";<"<'y'.:".a f .... x .,,.... .,.y. ..r.. ,:. $ 'yy{' .� N , aA'u: , n .,�, of ....,; .. t 1 }.., ,.. :. !y.dw _ i4n°'J.'�'� ITEM REMARKS FOR II, C/jJI �/ ,� xIr '� 'El (1-3) WO TIER FRONT COUNTER,UNDER COUNTER ASSEMBLY, AND CASH DRAWER SHELF -TO BE VERIFIED WITH KES. a , p, { C sef✓ zf" „fix "x r t >i5r' M _✓ „ ryq " `I Y x +, a P,x}...v� r I t t t 1 +chi mw'4naro,:.4e„Igr ^. r~ ii 4) KEY STATIONS & PRINTERS - MANUFACTURER TO SUPPLY W/ a r.. li 4 1 [ :1 •: ti✓ "1 "H'.§;Y, 1 { r.,S ` ..'.: Y yt S .. e., aSF (... V <.f ` ". � : I ` l k tom.. :.s ✓ r .. .. 1 r . n 1: A-.. r: tW .,. r 1 r.-. if: I t+...... r ,c; -;\ ..... e .... Y ,:,, A.- kI, Y .. 2.,.... .. . ..... . 1 ..: , :u.. a. + .. , z_ �,r -.. �f s. `1 ...-.. .... 1 ._^ ,.�✓ , --p .. i RECEIPT PRINTER SHELF AND 2 PRINTERS, »,: i r t. t ✓ 1 , k a-. w i� c ::<., h. { k tl +41 Z •. _,Sy t rn=. ,.,. � „ .9 � . a. ma o ,, i .....✓1. , ,- `,:c r+,;": . >..h.'. k r ,...., .,. , "-Y..,.. �. ..3 w,r .._. x,r, . G . .,> K ALL _ ,. �.. sr � ,; +a, ,,_' .,,. ,,,, u.ti".t<,t. •'I _ >•n r`.,,...,. 1...,:.._ ,. ..,r :1 6) BEVERAGE CABINET -SODA FACTORY SUPPLIER�TO MA E CONNECTIONS. CL ;• W 7) DRIVE-THRU STAND -TO BE SUPPLIED W/ CONDIMENT BIN AND y WALL MOUNTED »; 41 TRUNDLE TABLE: v WIRE SHELF W % 9) a' COFFEE MAKER- 1 AT DRIVE-THRU, PC TO CONNECT Ca ® 5' -6" A.F.F. FILTERED COLD WATER LINE TO MANIFOLD, 3G'-10" 15-4 1-5" -2" 6" t 791` _ w";�s �_``^ 12) RANGE JUICE DISPENSER —PC TO CONNECT TO COLD WATER LINE. SINK N — 13) 30DA TOWER —FIELD CUT ON BEVERAGE CABINET BY I, BY FOR ENLARGED KES INSTALLER.SODA FACTORY SUPPLIER TO MAKE ALL FINAL �s G.C. a° I. - RESTROOM LAYOUT CONNECTIONS. I p 46 5EE 514EET A9. 4 14) ,O,S, MONITOR- 1 STANDARD AT DRIVE-THRU, 1 OPTIONAL 3 m — MOUNTED OVER TRANSFER BIN, 73 \ 3a 27 17) TRANSFER BIN/BASE UNIT -EC TO MAKE FINAL CONNECTIONS TO m sq 30 1 41 -q 11 BREAKER PANEL, w r II I s 23) 3 VAT FRYER- UNIT PLUGS INTO PRE -WIRED STATION TO BE s p SUPPLIED WITH (1)20-FC-5 INTERLOCK CORD BY KES, II -- — -— III / I 37 q u 27) GRIDDLE STATION -SUPPLIED W/POWER CONTROL BOX W it 2'-2 X II r s a FI6 L,,SUPPLY BY K.E.S. II 4T° II a� as 29) CLAMSHELL GRILL -PLUGS INTO POWER CONTROL BOX TO BE 56 35 - N SUPPLIED W/ (1)30-T-4LV POWER CORDS & (1)20-FC-5 , 6, oX I (v - 0 INTERLOCK CORD BY KES. " II , it _ � 0 36 ry 28 _ it 4 TIER 3® - 30) FLAT GRILL -PLUGS INTO POWER CONTROL BOX TO BE SUPPLIED pp 10 = m W/ (1)20-FC-5 INTERLOCK CORD BY KES, ,q..1� II a 7��x ll N 11 78 32 31 �i ILJI � _ :, 32) G!-ING OVEN-2 STANDARD a - n, SEAL wi j© �Ir M x t f.1 t i � 4 GU5TOMER SERVIGE AREA DRIVE—THRU AREA / GENTER ISLAND AREA DRIVE—THRU AREA FRENGH FRY / FILET AREA # ITEM MFR. MODEL# p�yy U.L. NSF # ITEM MFR. MODEL# AMP pRAH U.L. N5F 1 FRONT COUNTER 5PE1- I AL ___ WA 1 5 NO ITEM I TOF (5'-'0' LONG) KE5 2-TIER 2 INTE2:OM BY OyZ.� TO Be PeTew NYR NYR 2 ___TER WA 2 16 I 2 ASSEM13LYUNVERC"N KES ITLO2 LOT SY57EM (A -PHONE) Le"MV51mw 3 3 KES 15H18 --- WA 2 i I BNETT_ KE5 OIB6-4 3.06 A .BUYOUT'S E99016 2 I IBASE ITRANSFER I KEY STATIONS/ TO BE 18 I FILET ! BISGUIT KF5 -fL48-4 `} sY5 PRINTERS BY OHlBZ DETERMINED E5441-7 NYR PRE TABLE 5 FLORIDA MIDI 100 -1.6 A 4611-2 WA I q NO ITEM MEPC 130ARP FLASTIC5 6 1 DRIVE-THRU ___ WA 2 20 NO ITEM BEV. UNIT-12' KES BV12-4 -'j 1 DRIVE-T}'RU FACE= INTERME1RO N/A 2 2 1 NO ITEM TO -FACE STAND KES (36, N) 2TL16 Pj DRIVE-THRU FACE- INTERMETRO 2TLI8 --- WA 22 { 5-VAT FRt� K 5 PWV-4 13.5 A MH12155 2 I TO -FACE STAND KES (50" K) 2 STATION BIMH-4I4- a 8118 16.2 A 165/ 2R5D (El .) 42.0 A EACH VAT NYR NYR MAKER 6LOOMFIELD 5L2656 23 I 5 VAT FRYER FRYMASTER 2-2- BIRD 10 I COS BLO01-FIELD 8T08 2.0 A 9253-N 165 I NYR j j I ICED TEA 13LOOWIELD W02 WA WA 163 4 2 NO ITEM 12 ORANGE ..A1IGE SA4866 25 ).y.i ITEM DISPENSER MILSHIRE PV_l-IA 9.0 A 18 15 HIL5HIRE OMEGA 12.0 A - - 26 RUNNEL FRY BA5KET KES F521-4 --- N/A 2 1 BEVERAGE T0492 14 BY OWYER TO TO BEI 2-7 t 6RIDDLE STATION KES 652E-4 --- NFi12-155 2 2 MONITOR PETERMINED NYR NYR n y � 1 { § r J t d rf` t Ye e r Y M1:, l IA. ,y i , pC. i 1 " "Y y £ "i'$'�� . 'vvgt vv ,}E.e k ! 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Il. lil�I'l - I'll I A-'— I - � , 'JI . 1 I , . ,� 'I - I i,,I,l ''I", ) � s1W v� l"i�,�, 00 , I , �"lI I- I � � A I, , . 'm�, , ,�,�_ �, l� _-,, � *� _� MI'll I I , l ��r , ,�, ; I , I I I I 4 , :�I ll� 7`I: ,i,�,�,, .7 li ", - " I, I. _; , , " - ,,, , , I_, ","' � ,,, I � 1 2) THE MECHANICAL CONTRACTORS ARE TO EX _, , - I I, k, �I I- , , ". �, , �, 1,�, �� �' ,,,w,, `,,',,,�, I ,, I �I,, 1: �l llA'4I I , ,I I � I,,,�,,Ill. ,,, � � -EEDIN6 i',f�� , , , , , "IL ,,, 4 . , .- I' l'' I - ii., � - " ll, , , 'A45"'tiI 1-j",? I ,1 -� f , "'�l 4 11 I �_ , I� RELATED MISCELLANEOUS DETAILSBEFORE PRC�, HITH ANY ROU6H-IN ,x,,,�, I- 11- 11 ,I, I �,' l , �, w 11-11-0 tT _�l ,� " " . - '1'. , ,,- I �� -,,, " � I., , "', �, , ,� '' �� ,I I , Enle _ � , � , " "t'� ", �- ,",I . � Ij �,` - � �_, .11�, 11 I - I, 11 1. �, I � , ".o, , , , ,� � 11 G,1� ,'I I �,, ,� I " I - I , � I I" I, I � - I � I I I - � "I , � - I � � I I ,�I I l , ,_ " "" 4,11 ", " 1 ,� i: , 1, _� � - -, - 4" V � I I 11-1 I 11 11 I l"111,11 7' � :I,',4,,1,�,0; 1, NORK , H I, l"C. � k, �. I , �I OUTLET I , �,�,,, !�i ,, �7 �,t,p, ,"11� " 1,tf, rjp"'� I - "I 'A � , , �, , 'i , l.� -, I I ','-,,lll,�� , I ��ill, , " ", 'l_ � ��,.xt,,�I,l ,� - - "' l� 1, �r w- � I - -,,�, �Z_�, �, li 1'�: I , �. , � , I I - ,,_l, , , , , � , �. ,, , 1, � , ,,, - � %11 llp 11 I . ! � ,, �i "I''." t 3) ALL MECHANICAL C S I , %,'lt,�:�� ,� , �l. , , , F� , I ." � ", - , I l ", ,'I I I I'M 11 t _ t� ` i ,_ * " 1, I , " I T � , f, , v , � K . , , , , - - , , , , ''I, � ,,,,,, lr� ", � , , 1. , - - � ,� " ,,, ,, � , - , - I ,ilI ". ll� - � � I I I -,,� ,,,� , I� ", " , � I , _,it,� ,,, lVIVIII, I 1 .�, - I , t , t ,, I , - - , D CISSN � � I, "u�,r l.�;,ml, 4T,, _k ,, l" ,_ , " " I :,: � � 11.1� ,`I", : I r; �,l . , . , 1 I �'�, ,I ,i�tl llt��, , I?" . ", , � .1 . l'*1 .� - `r", W4�_, �11,� -_,011 q, - , I , 0, " I - I , .- I T,;,�ii�,��,� . j�, �,I' �',, � I , , ,I,, 1, &*1-��, e,lv . I dr, ql-,� , , , I " I I I - � ,,, � -,, � "'t" ,,I ;. I " 1,4 ,� 1 � I ,� 'i " .,v� � , I- ---,) , � -� ��, " - , � ", , _,"'; � I , H, N_ -HOT HATER "', _"��.`, - - � , l " , , "I I 111. I ''I j _� �, � I, , , " I I� ,,I, � l� ,,, 4) ALL EOUIPMENT 5HONN OR INDIGATEDON S 6.f " ,� � � - 'vcv�� � I, , " ;X� I, .I., 'l-` ,�,;� �'� v �l, � 1: . I � . , I 1�, ". �4 1 1 1 ; �_ �,, � " II" .I `�'L '�,�.'_ " , ", � � .1)0 ww� ,101P" ,,,I 'Zin, 11 , ;�' , , 1 1� � �, t '� I ,1.. - I "'I ", !,� I 1 1 ,�,;, �,,, i:, j� , , . � I I��,?,- , �:,��,, -,,� ; ; �. , � I ,� . - , .-, I , ��11� I I � 11 41111041-1,11 lT1If'w1vv h , -, �,��l �- '' I I , - � - - -1 ' l �'. ",. l l 1 ,4'"', " , "Tl, : - l l I t kf,;,II "4 ,,�W- I� I,- � � , ,- - V; - , �, 'l � 1, I 1. t , It, , ,q, � , . , , 164 I �!.' F ,N.F.F.A.RE6ULA z � I . IIII I I :., ",I" ,� , I ,I",�, ll , ; � ,, , I I � , 1, "'I'll ,:, I l� ,�� � I 11 �', , 11 I;. I I I _. . I," r ,- I-,- .1 ,� , , , �I 'I'llt, , ,,, - , , , . 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I ,,, , I , 11 � l � , I "I RE CONNEGTIN(5 TO KITCHEN tss,\,� - 4l`�, , � �', , I � " .,, D S ,. - � , " , , , W� , I I � - - (N I I - �,� I ,, , C) � "c � . , `� Ir �� �' ". l, I I l - � I ; � ,� , 4 I . I 1� I 11) ALL OVERHEAD O S - T-2) �) - I - - ' : ��,,� L I _� I 11 F (m� L/N S �_ . . .,;, �15 � I �l �I ,� . . I EOUIPMENT PURIN& EOUIPMENT INSTALLATION I � I - I �) -CONTROL POINT I � � I I r I 1 1)� - 1%,Ir- 't I , ,z "�', I � I . I � I I 1 12) THE FLUMBIN6 CONTRACTOR SHALL EXTENPALL FILTERED COLD HATER I : - - ,�__ , I I- ": ''. r I I I ,`c. 2- I , I I I __ tF"t : n (N - S = (R/ (N 11 I 1 I � I . S ' q) -F4=_FRI6ERATION LINES \U3 - C) U) \t-v I ,, � !, l , I i 15) THE PLUMBINO CONTRACTOR SHALL EXTEND ALL CONDENSATE AND INDIRECT t _�_ 2 - i'� "' � :: , . DS : I - 'I I I I - - I- r I i , - I . CS 11 � I I � � , � I- , I " I I I I I I , I,,, . 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I I 1 14--l-- 1 .l I � , - �� I- � , � :[ 4 mvig " I, ,�l l� - t l , I I I 1. - , I I : I l I , � IZ� `� I , . �, - � . , 'Il ,, � , I, �p l �, I I ' �; , I, I, " l� . _j � , � , - � . rtl � i �� � , � ! - I �, " ; 1� " r i " II �I � 11 - G = �'< � = I `` < � � �_ I 11 , �. � � l , ,III , 1'1�, " x - 4 - , 1 �� :I� , , I 1 I , 11 � I N a , " g, ,,, , , ,,'�%Y, � , , , , " III < 0- - ) � 1� xlzA ,�, 1, l , , � � �) I I ,I -1 �, , ,�,,,,7, ,-, - - ; " ,- , N ,,, �, ", I ... 1, I � ,y , "' "'. � � , _-, � I I I ;, � , ", It ',,,�, I " . - 1� ,:, � - 10" I - I 1)208/60/3-30A. � I l� ,�, �i, 'r, �i I I ip- .1 q - = (4 V41 RE) I :1"1 ,:Ii'l, �,- ��d!" _: Il -��.r , , � , f ",I, 1 25' - " "', � :� 4114f , : , ; " , i 11 z v � , I ,��i d, z:,", " � ", - I ) - � s I I L , I X) " 11:�jl � I,", ,l,�,, ,! _,; """ 1!�IE'l 14�1,' , I, � OXMQ� 3: .11 � , �, I I I `�, � l- " Q) J) V < (� D I � 1, � � I . I __ , I �,, ,1� - C , - L,u <' � � ll.t. I % " . , - " ; 1� , r,� CA , , �r � , - , , �� �i,,,", __ltl� �, --- ��T�_ (N - R TY _� _' �, ' - I I 11 1-1. ,, (:1 - I � - - BCP - I (N 6ALV. HOOD R Lu = (::-1e ".,`,� l�i'l -1 UTILI iTH I 5 I , _' - N �� CHASE END FOR 50f ,r 1p �� ,�� - FRONT C401JNTER � .. ''I I , I I L I" , � I I , , SCALE i 1/4" = I'-O" FUTURE� rrr "' . .. , � A, I , I 2 A.F,F. TO CENTER OF SUPPORT SEE SHEET K3 FOR ADVITIONAL 'I ,� 4k 1;l 1'� l, -5. �, I - a ll l 1, - 11 I HAND SINK VRIVE-THI;!U R006H-INS --p �" ' � 0 r*400 1 11 , 4 " I , I i (�(5c,�802T 4" 1,2 p -4 " 1, D 5 " � 2 b tl,__wl ,�', I � ,,,, " -ICE HORK COUNTER NOTE; z 14", , L �-Z< N _F�� I CL _ j ,� � ,4 �?� @ 2" A.F.F. TO CENTER OF SUPPORT OFF PPS AIR V (3 - 11 - I - : 11 � i I , I I I I I I ,I � 1� a 2Xb a 42" A.F.F. TO CENTER OF SUPPORT ��,= 1) ALL CONNECTIONS THRU ROOF _J U- � _J � . �; 1�1 I I � - � I . - S 1. ALL BAC,K-UP SUPPORTS ARE REFERENCFDFRoM VERTICAL -J L<j T � < - . - I " , TO SPAN ENTI W LEN6TH OF HALL TO BE HEATHER TI6HT - (� - �__ � -1 go ; * _(�_ , , FROM DUCT C) CENTERL I NE OF EQAJ I PMENT EXCEPT INHERE SPEC I F I ED. 0 Q �- - - �- y , = t I I - I � 0 __� I � @ (ALL BACK UP SUPPORT5 To 13E REFEj?ENCEp FLovq U_ I �l 11 5' LON6 a 5'-cf�' A.F.F. 3-COMPARTHENT SI NK 2) SEE ARCHITE�_T`URAL PLANS K 0) < �_ ?!� I �i 0 �_ � � I 0 GENTERLINE OF EXHAUST DUCT 0 ( I ) 5' -0 " LON5 X 4' -0 4 H I 6H PLYY400D BACK I N(5 a 66 " A. F. F. 2. P05ITIONIN6 OF BACK-UP SUPPORTS 15 BASED ON THE FOR ROOF LOCATION c) - -::: i �� 0 t"'o, L 0 � C� �) 'Po - .,., 11 I -,3 lu-q� , , , I - l.'l I '' - -4-1/2" A.F.F TO CENTER OF SUPPORT - 0 LL I- I ( I, ", ,,l,�� ,� I " 6 . (1) 5/8" PLYHOOD l4b'X24" LON6 o 21 HORIZONTAL AND VERTICAL CENTERLINES OF EACH SUPPORT. 5) SEE ARCHITECTURAL PLANS � -6 1 - l , �,., ":111 I o CENTERLINE OF UTILITIr CHASE L MOP SINK MAG-5V FOR UTILITY' C,HA5E DETAILS m - It II, � - ", I � 11 ,'., I �,� -71 - � . , - 11� ,-"I � I : (1) 5/5" PLYP400D - 4boX244 LON6 9 -3-1/2" A.F.F, -7&" 3. PUROC,K IS TO SPAN ENTIRE SURFACE BEHIND -ALL CONDENSIN6 � "_ - __ , , "" � , "', , 9 2Xa X 2'-O" LON6 9 A. F. F. TO CENTER OF SUPPORT D CN S S 1'�, , 'k 'o'' " , - rl �, I - - o CENTERL.- I NF OF UTILITY CHASE �*,K 1, , , I I I I I " I UNIT �Ni-,l`,� � _,i� 4";." 1; , 1: kD I- �) .,4,� ... .. � ,,, . I I �_ Z t- 4z'k,l", ,� ,,,,,;, ,- �l4 l I� I NDEX: - 0 w , ,4 � I I I I 6RIPPLE STATION (2) 2XIO X 2'-O" LON6 a 43" AND 6cl" A.F.F. To , " v �, '� ; , ll I , L - - - - uj " "' I 'i Il � " I -1 1 '-' N�ItVy'l,,� I I � 0� ".11.%, ""'i! ; � : TOOL 5HAFWIENER AND TRASH LINER SHELVES 0) I � �'l l , 4.NHERE COLUMN OC,cUR5, CUT BACK-UP, HOLD T16HT TO " - I I **, _,?�,', _ 0 , , , , I - 1, I mi 41!"'�Xlll, I �_ �, I I I @ SEE NOTE #3 CENTER OF SUPPORT. (SEE K-I SHEET FOR EXACT LOCATION) COLUMN AND CONTINUE TO SPECIFIED LEN6TH. - - - - 0 ;�El 16ERATION LINE "mkm 11 , : � m% I 4�041n__Iv-,I ,�;vl , I �, , I I - - I - I- I" A > 7 < [�, c) § � I 0 � ,��",;" � w I w1m � 1P I I I � - -11 � � z -1 � I .1.1 l�t?�'. , "',zio� , , ,� I 11 ( 1) 5/8" PLYHOOD - 57NX&O" LON6 a 2'-a" A.F.F. 5HELVIN6 BACK OF VALANCE 5. ALL BACIK-UP SUPPORTS SHALL BE FURN15HED AND E - - - I 0 ELECTRICAL LINE E�- 0)��C)_� w I, . -1 I I - - -NTERLINE OF EXHAUST DUCT 24" X 8'-O" LON6 - 5/61 PL*y'hOoV a &O" A.F.F. INSTALLED BY 6,c. EXCEPT FOR BI-065 THAT ARE PANELIZED. . (1 � Q� (� BULK 002 I I , I I I 0 CE 9 [� I i:: �� i4, 1, - - I C, KI SHEET " MANUF. SPECS. ll.�'�11 , "I, I I (1) 5/5" PLYHOOD - 46%X24" LON6 a 2'-4-1/2" A.F.F. TO E307TOM EP6E OF PLYHOOP. � � I �.jl�'�,l l"'A , .:, ,"I � � , , � ", " ;� , m o CENTERLINE OF UTILITY CHASE 6. BACK-UP SUPPORTS SHALL BE NOTCHED INTO FACE OF 6ALV. HOOD THI 44m -1.1 , llt_w-) 1. , -, " - l '1�1 11 I l I I Q� < " I I � �l ;",,,� l BACK 'ROOM PAC,KA6E BEV. SYSTEM END FOR W� CUAY I '4",� I , , � X - ,� (1) 5/5" PLYP400P - 46*x24" LON(5 o -71-5-1/2" A. F. F. f -� ... JI-p"', t, ,,,,, , I-- � , mn�,.%Tx_ �o STUDS 50 THAT FACE or- SUPPORT 15 FLUSH NITH FACE OF ,, "T, , � I d� I � I x 11 I'll "I t _lt I :�� �lll, I � a CENTERLINE OF UTILITY CHASE -7' .1. mi . iz @; I � 11� ,,��, - � ff - ". I- 11 a 56" X -O" LONro - 5/8* PLYHOOP 0 b&N A.F.F. STUD. DO NOT NOTCH STUDS FOR BAC,K-UP SUPPORTS ow a-, E�_U_ <� �o , , Q) - i4i_,� '��ili'�.� , , - , - NALL MOUNTED FREEZER TO 130TTOM EI?6E OF PLYHOOD. D6�_ , , I,- It ll,,�_�,"� 0 Z f:� I 1, l"'n < I F-A*�,,`;, l 'It, � .. .... . , I l B,C 4 I-. V CY w � o I *,, I I �! i� I Ix-� I ", , ; � � ,,Wl� , 'Z;I, IiP -, ',`�, I,I,`� - ;,le ,4,� � " 'o J, < � I I I " 4 Iit _ ,�, . I - ,,�Lu§ I fj� -il. 11 l 1. , e , ( 1) 5/8" PLYHOOV - 40"X56" LON6 0 65" A.F.F. NOTE: AT 6RILL STATION PROVIDE 2.26A. STAINLESS STEEL '7. BAC,K-UP SUPPORT MAT'L TO MATCH NALL STUv MAT'L I ii z � "y " I "I "', < -1 - . '' v I : IL I I I j. Al�� OF PUCT ON 1/2" PUROCK (HIPTH OF 5TAINLE-55 STEE=L) ON 111, 311,11,11 � T tl� , "; , t" , �,, I ", i 11 �� 1, I I �i 11 - , ' - L , 1, l, . ', I, , _ ,,-� � ,,, ft". 'Y'' ,, ,,�, , w p T,,;�i,,-R,T,7A9 * I �ps�. �,',f 11 �, ' 'A' I ry I � ,I 'g , , ,- ,It �. .,1, , , i GRFN , , "' , vt, I's ,4L, lk, It. , I - �'; l�, " , _� "I , ; "I, I � I , 'Ili 1,., 11, 1�1"` '! I - I, ,, , �T" , " - -,;,I ,, ,t, �l , ,�`, IV �F, CC �,. ,,, ,,l�- I , " �, � "' lt�, , "' - ,I, '?�";, �, , . M i X 'i" 4" , , ,4 1 11"w I 0 Po_�< I ", -4 ... I & .��,?�,t,_11ANII" b - I�,,, ".�, 5/8" PLYHOOP - 5' NIVE o 26" A.F.F. HOOD BACK-UP SUPPORTS IN HOOD STUD NA,LLS) I- I " ow *�' , ,y " " . � 9� � j - 0 FROM FLOOR TO 61-6. L I NE 30 " EACH 5 I VE OF CIENTERL I NE l , ,�` -�� 1I` 11 'It'! "ll"M _v �1 !q I l'! � I ;w ,."."Iili�"-.,Ii"�:",%""�, �,Ii�, _, , � � , , Ii Q'CifIS, 'i`,`UV2,�l,,�,� , I , - , , , 1, , .r"I';:,-�'A�=01"I' I , ' , , ROOM COUNTER SUS S 11 I '' l�� I, ;�,. � I , r V!��,� �, I V, Ag, I � )�_ I I "ll.'Pl- -.I I I "I � , ", � �� � I r',1. 4 ,z F 11 I �� '11� � 7Z. l - zl,1�4& Klf,Cl , �_!�,_ � �,; � � ,I, I 41 - , 1 ,Itt' I , �i�,�Ivl,lm_[? ��l, I 0- W-11, Lucb *, .`,I'l 1-N I", " '' I . I MTL. FURRIN6. , 1, 111"M � � I � �, ,,, l _ ,� , l ,, ,4 , "M T* l�,I�, , I "it"" ', � � TO SPAN ENTIRE LEN6TH OF HALL 1 , , c,T Ar"� " ", Ix,vll l� 4,p ,,� , I , I � � ��', " , , , , N, �, �4t f, " C, nt �i ,q,�,,` ,� , ,I I"pl,, - - - ". 1;. ,� ll;�, q, I 1, I ' , - - - ,, ".", 11 ',!M�,X� I l , I , .1 t z l_x, 11 ' _�� ',� '�ll��l' "' f' u < . I I 11 ,I l lr l� I �11, 11 � ,4�61 , ", " , '' I �,�,�', - I NOTE, AT 3-VAT FR`(ER PROVIDE 226A. STAINLE-55 STEEL e). SEE SHEET A-5 FOR MENU BOAJ;FD BAC.K-UP5. _1 "" < , , I I M, "l," ro 11 , , � 1. � ,, - I in � , - , "' � l, I , �_ _� oll 1, � I'', " , __ .,.", , � � (_? ��'z 1, (� " I - - " al., �,tI%I,�`?'_Iii` � ""',".�_,11. � � , _',,� � �, , - �,I " f '� I i;I ,� 1'� 32, � ,� I� _". " �� , , . � _� - ii,�j ," - l, "L , - DESK CABINET FROM FLOOR TO CL6. LINE 30" EACH SIDE OF CENTERLINE y �� � z , , ge'_ I ., I - 11 , , i6 � " I _`i� ,,�- �-`, `��I-, a mk� " , , , ,7 1 "i'lit I I 't", V"""_Al. �4.1, . - � - � � c% _� I I t� , 'i ,�,�J_�_ I-L .1 Ill N�4� I , 4," ,_ . �, (D 'l , ,,, 2X8 X 5'-OPI LON6 a 15" A.F.F. TO CENTER OF SUPPORT OF DUCT ON 1/2" DUROOK (HIPTH OF STAINLE55 STEEL) ON o � TO SPAN ENTIRE LEN6TH OF NALL MTL. FURRIN65. �_ � � � v -1 r i - �<z �_ I I"" - - __ - I _. - "' � x W�� 0 � M I I, -BAr,K ROOM IvA4KA6ff 5ffVL1KA$a 9*11STLOM 10 " A: I . I 49 � � 1, 1. (SF-51) 120/60/1-20A POO a 6" DELON FINISHED CEILIN6 t '_` � M � H K � ,, I I I CI �- a< < 0) I - -FRY STATION (ELEGTR�C)" -6RILL STATION (OVERHEAP/ELEC.) I I I I I (SF-E2) 120/60/1-20A POO 0 6" DELON FINISHED GEILIN67 FOR GAR30NATOR5 A45 (FS-DD 9 1/41 ID DUCT / 710 FM @19'-10' AFF (GS-CI) CHASE CONTAINS, (5M-EI) 20b-23016015-20A o 21-011 AFF " � - . � 11 (5F-PI) I " COLD HATER SUPPLY o 6 N DELON F I N I SHED CIE I L I N6 HE I 6HT (FS-Cl) CHASE CONTAINS, I y U) if) C:, U) I � . (VERIFY HEI6HT IN FIELD) K/ A 3/4" FEMALE PIPE THREAD -*(I) 120/60/1-20A EXHAUST FAN INTERLOCK I ... �', (SEE NOTE #10) JB ABOVE CLG, WITH Q) 208/60/3-60A (FRENCH FRYERS), � w T L � u- w T 'I li D 11 (5F-P2) 2H FLOOR DRAIN V41TH FUNNEL (1) 120/60/1-20A INTERLOCK CIRCUIT FROM EXHAUST FAN -w(D 120/60/1-20A (GAS FLAT GRILL) CB 0) �: z c� lij Z $ z , 120/60/1-20A (SD-EI) (1)120/60/1-20A @ 11-O' AFF (s) D 1) i�� 1. d) D ;�,I (5F-P3) -TREATED COLD HATER RUN OVERHEAD TO ICE MACIIAINE AT 31-6' AFF , (OR) ,,, i -7 t �D 7 - 7 . EXTEND FROM FILTER ON SODA SYSTEM (SEE NOTE #12) 120/60/1-20A AT V-0' AFF (FAT FILTER) " _,�;� � -w(1) 208/60/3-60A (ELEC. FLAT GRILL) ( NC-EI) 120/(00/1-20A 02'-ON FOR CHICKEN CABINET � 7 � D 7 , _'! -_ ��,� - -FILTERED COLD HATER AND GARBONATa;1 HATER LINES RUN OVER+4EAD (NOT REQUIRED FOR SELF -FILTRATION FRYERS) �,, 'I,, ,' -BISCUIT 0VMN/H0Tr,AKr_ +40T PL_ � - �: - - � - ,7, I, I 11 � � TO BEVERA(5E CA13INET CHASE (SEE NOTE #12) 1, l"_: , - -*(I) 208/60/3-30A (GAS CLAMSHELL GRILL) < (N (�, CN 11 7 (FS-EI> JB @ 4'-01 AFF FOR FRY RAGGING STATION - "," -I?I5FLA'Y` KARMER (E30-EI) 20b/60/3-30A HUEM3EL � R ri < , I - �,ll I , I -SYRUP LINES RUN OVERHEAD TO BEVERA(9E CABINET CHASE IF RE(2'V (1) 120/60/1-20A ! l� � L , ,I � (OR) (�k 'n -3/5" AIR LINE RUN OVERHEAD TO ARCH SYSTEM IF REGUIREV i Il� "� �, � , '' - I A I", " - (DW-ED (1)120/60/1-20A @ T-0' AFF I., I ', -*(2) 208/60/3-50A (ELEC. CLAMSHELL GRILL) (Hl 20&/60/3-30A HUBBEL I , , %, , �5 � " 4' i, ,,:�; ; , , "I ifi -TREATED COLD HATER LINE RUN OVERHEAD TO FILET 57EAMI-:R I F WG'P I 1'.,;U� � ,. I � 1� Z I , I � �4 , EXTEND FROM FILTER ON SODA SYSTEM : 1 ,,, -*(2) 120/60/1-20A (TIMERS AND MEAT FREEZER) REGEPTACLE a 2'-b" A - . m � , �x � I ,I 1; NOTE. BAGKF9 7 AT 50DA (WM-El) 120/60/1-20A @ 4'-O- AFF -DEDICATED POWER CIRCUIT IN 1/2' CONDUIT EXTEND TO (CF-ED OPENING (BY E.C, & RIC.) @ CEILING (FOR REFRIG/ELEC, LINES NOTE: EI? 5Y KE5 AND INSTALLED BY E.C. ('�� 8 1: �� I -ON PREVENTER TO 13E PROVIDED BY P.C. \�) � I � 11 14mor SYSTEM AND ICE MACHINE IF REGUIREP BY CODE. (WM-PI) 3/4' HOT AND C W AND i � 1 1/2' WASTE @ 4'-O' AFF #IG 4700 OUTLET FOR GRILL PRINTER FROM MAC-3V (#69) TO FREEZER EVAPORATOR ITEM ( HH-E2) 120/60/1-20A 0 2'-b" AFF (OPT. HOTCAKE TIMER) . : J � �, EXTEND TO GRILL PRINTER #71 SEALED WEATHER TIGHT BY GlC, 1, - -_'I , , ', III lt'll, - I §i t__ uj 1� . ki , jI ��',' iI 1 1-614 .... l l , tl I l , , I', - jx,� �4 g O� 'I, ,�!__ l", "" " 1, " 11t, 1 "A' ,,, I , I l, 1 Ij II! I �_ "I "'t, ,1, J,� " -OVERHEAD KALL FREEZER AND BASE CABI NET NOTEt w CONNECT POWER TO PREWIRED TERMINAL STRIP WITHIN CHASE (CF-E2) 4' X 4' X 2' J-BOX @ CEILING FOR 120/6-/1-20A (E.C. TO :�.ifl, t """, , I I I � - (OF-ED 120/60/1-20A AT 71-01 AFF (OVERHEAD FREEZER) FREEZER ITEM #71 AND CONTROL WIRES FROM I- 11 "� ,1 ."t, - , �IQ � , < - � <GS-DD 11 1/2' DIAMETER EXHAST DUCT AND 1145 CFM REQUIRED �, ,_ 11 ,, , . I " . I I 'A' I , 01 � 11, -) MAC-3V UNIT (ITEM #69). , , I I I -, , , I (SS -PI) 3/4' HOT (140 DEGREES F) AND C W @ T-7' AFF ll�L I I ll� i � -, , , j � "v WC4 W_ ,$) < s FOR BOTH ELEC, AND GAS UTILITIES I 1Y` �,"�, I I � ,w �lllq�, (SS-P2) 21 WASTE -HAND SINK 20"N X 18)"D <CF I'll, ,, ; " -1 .11 ,V� '�,rl-",,� g If; �,�C� m C) C) & R.C. @ CEILING <FOR REFRIG./ELECTRICAL � _', . 11 � I r,lI _I,-. I - 0 I Io__1 -E3) OPENING (BY E.C, I 1. I I ,� t� ' I , ll � I I IIIII A" .,c , � I A � � I , W. q , , I -, - 11 '10,"?'X , (GS-EI) 120/60/1-20A FOR FLAT GRILL TIMER "I 11 �_�_,; I I "41,11F it", 1-� ,I I (HS-PI) 1/2' HOT AND COLD WATER SUPPLY @ V-10- AFF W11 1/21 LINES FROM MAC3 UNIT (#69) TO COOLER EVAPORATOR ITEM " � ', I ''i'' " 1'. 4 � 0 1 I Ld O� (o -SCULLERY SINK � 1, � I 11 " I. PZQ11 � l ... I I � r4, I WASTE @ V-3' AFF � 11 ,I � 4,,�elc R - C) 0 m #70 SEALED WEATHER TIGHT BY G.C. I 'M,',r�o".�,, ,� .,I� � ':__ ,t�l `1,�Ixw, � III � 't Ly � _j � , , I , _4" ,'I � � � . � ," , 41",, I 2�11' '*,- m (HS-P2) 2' VENT IN WALL -TRANSFER BIN - I , � - , t ,�' , �I� I�W' - u- - � I - (SK-PI) 3' WASTE W/2' VENT IN WALL I (CF-E4) 41 X 4' X 21 J-BOX @ CEILING FOR 120/6-/1-20A (E.C. TO 11 " ,,,I I -1, _,��, _1 ,� - I ,! , , Ii 'I"'Ilt" 11 � I � (SK-P2) INTERCONNECTING DRAINS -BEVERA5E CABINET (OVERHEAD) (GS-Cl) C+1ASE CONTAINSi CONNECT POWER TO COOLER ITEM #70 AND CONTROL WIRES FROM I " 1� � , � 11 I ,,, i ,t , zl" A 44c �; \j � � � �� " , - - , " 1�11V�Ill !: I I - I PER LOCAL CODE � ,,-'A.t ��_��,i,� , � , - ? I (BC-ED 120/60/1-20A AT 2'-O' AFF (SODA TOWER) ��,',,�,,:, -." 1, , A � ��,ll m A �i U) 1 5 (SK-P3) 3/4' HOT (140 DEGREES F) AND C W @ 10' AFF W/HOSE BIBB (TI3-FI) 120-20616011-30A FOR TRANFER BIN MAC-3V UNIT (ITEM #69) ll, -,"� tt -�� I "., " l �� ") I i I$ 1 l � � , , , V �, ,, ,,��4.A*!,;C, -"I, I z - , Ln, I l I _f, I �;O��,,Iw � EXTENSION ON HOT WATER @ 11-61 AFF (OPTIONAL (BC-E2) (2) 120-208/60/1-20A (1) AT V-01 AFF (COFFEE MAKER) (CF-E5) ELECTRICAL CONDUIT � u, '11, " I 11, 1 . ,� � " ,, 11 � � 1�� ,,O! &Tt� � x 6 u- I . I - n 11 :1 , ,,, 1,� 114 �m W cli - !�, .7, - I . , - ,�,, - I 4, I , ,�, , � " lf,� ""I ,I �', � I _-, . , I - � WAREWASHER) (CAP IF NOT USED) i (1) AT V-61 AFF (COFFEE WARMER) (CF-PI) OPENING FOR 3/4' CONDENSATE DRAIN LINE . . I "" � '",_ - � , �, "I ��, ".. I _", `=` (BC-E3) 120/60/1-20A. AT V-6' A ORA6E <BY G.C.) SEALED � I " "'. , , I I � - - � ;Illn � < 4_�' � , I— � I ,�,2_ - " I I � I � � "I pu,� "I FF <ORANGE JUICE DISPENSER) -11, 1 A41- 1 , , ", qr',',�*R.Z�J�l �,,4 �D < -, (SK-P4) 3' WASTE W/2' VENT IN WALL <DPT, WAREWASHER) WEATHER TIGHT `�, '�,,',',I� " , I I, ��4 " I � �PIT��Iimt- - r- �_ � (BS-El) 120/60/1-20A @ 6'-O' AFF (13PT. CLEAN IN -PLACE PANEL) � 11 14.1 4 1 ,� It .1 l� `,� � � ", I "" z c� z W c) " I , '' I I 1, I , � (BC-PD 6' DIA SLEEVE FOR SYRUP AND CO2 LINES (BS-PI) 6 1/2' WIDE X 18' HIGH X 4' DEEP @ V-11' AFF TO C.L, (CF-P2) 3/41 CONDENSATE DRAIN LINE W/RETURN BEND AND TRAP <BY ll �� I , ., , , �� 'i I , �lil�,,,,41 - I � -I , , -',,� - , , '' ". _417 � I . . � I I";,i,�'� 11 I - ,�! I (- I;r � RIVE-THRU BEVERAGE CABINET, 1%I � i �� , I i "I � ' ,�� Lu _< w C C OF SERVICE FILL BOX FOR BULK COKE AND CO2 REFRIGERATION CO I �-��,�,,',: " ,� . � t, � .�l� ", . I I , ,_ �) , 11, 4�"�,`,' � J�%;' , "', " f-, � l I ll "1:1�r��Lt�:,":_;I, (:� CY I _S . ., I _ ( IM-El) 208-230/60/3-20A a 4'-6" AFF (BC-P2) 2' DIA SLEEVE FOR FILTERED C,W. AND AIR LINES FROM SODA (BS-P2) CLEAN IN -PLACE PANEL @ 61-01 AFF FOR BULK COKE (121-01 SEE NOTE #13 ,� , Ill, 1�4, t 1--, ", , , 1� I I , I , '' , � -, 1�tc"'l�, I,4l:,� . _j C) Lj 11, 1: I I, I ,I �I :: � ,� ": � �I �- ,l: 1 `I�l ',��',", _� I i;,f I , , , _� � - � SYSTEM RUN BELOW SLAB TO DRIVE THRU BEVERAGE CABINET. MAX DISTANCE FROM CIP TO FURTHEST BU ATION LINES FURNISHED, INSTALLED, AND INSULATED Il� , "I 'j." I ,,o ,�l ", ,� - � . w ( I M-E2) 4" X 4 11 J5 o 41 -6 11 AFF N I RES TO MAC5 UN I T. , , ,�, I I �0*'� ,t < z 2 ", 11 I � � - "I", ,l It , - � , I � ", 't _j K LL � I'll Ill � , �,ll , 1� ,I � D LL z C) -P3 I I - - l 1, : � " (IM-CI) CHASE GONTAINSs (BC ) FLOOR DRAIN W/FUNNEL I , -P3) FLOOR DRAIN W/FUNNEL , I , - � Ill, � "I 11 I" � - I 11 � - '1�i I: R "I � �i� z , � 11 (BS 1, -,, �i-!' '� __": I , "'� l , -, - I I I I �[ - �m , i �_ � I i ll',!" �_, ,I .. ,, � . I I�IlI_ .-, !� .11 I- I � � �) (�:) �- � '' 1 I � . ", II � I,, I " t�, i � i, CD � I 1%t, � �e - (BS 'I, 1 , l r , " " '4� r , , j, I'l't. � 11� ,�,& . ,M�""O . 11) , REFRI6ERATION LINES (SEE NOTE #&) AND , - � ", � I �, I I � JW"- I I"y -cQ SERIES PREP LINE (FULL MENU) 1,� ` `I� - -P4) 1/2' C W SUPPLY @ 2'-6' AFF CONNECT TO CIP PANEL ' � ,'�)?, '' - , 1�,',� �I L l'. ,�, I � 1. t,tItv , , Ilk� �Rr_ T_ �) , L . It, I". " I , 1, i : -ED - ,:11 "I � l�",'�' �� I I 1,� ,,-,� , " tt, -, I `�� 14 -,,4�?o!%T',:,,,`, - C� �_ �, C) TREATED COLD HATER ( SEE NOTE # 1 2) 'A' (6) CIRCUITS IN OEP @ CEILING, , � , " "'ll""', (CAP IF NOT USED) , -TOAST/5TA(5E TA13LE " �, lt' ` �, `� � , ,; , � �) � %,D C) ����, �r (PS BOX I ; �;, I ", � � , I ' ' � ' ' I - '1� ioag�� - 1 . l � (IM-PI) FLOOR DRAIN K/FUNNEL 1. R ll�,�. . �� ( TS-EI) 120-205/60/1-20A N1 #42OR12H P45FRE-CEPTACLE , � -` I 1 - � " ", _""'t1i,tI,,j, '' l, , , , ij,� -, . I I., l t..) � , I . I I I I , , , . """, C) D Lu N � I I I I -, I . , �� I l��, ,llllt�WT I p_,�,I�, (1) 120/60/1-20A (YELLOW) STAGING CABINET l 1, ,, �� I, ,,',, � , I L I ?1` :, � i I" I'J.xl, �11, 0 31�b" AFF (UNIV. TOASTER) 1� I'll � , ,64",�,_,Tl I! L , I I -BASE REFR16ERATOR I - ' - , I 1 CEILING TO SODA FACTORY I , ' I � " , , 11 I ,�III r I � � l� l� ,I -�, .,v t4 U) t) - Ill ;.I , J , ,,,, ,. - � ", , � -� ., I , ,,, , "I m , -1 (2) 208/60/1-20A (BLUE) Q-ING OVENS I �, l � I � ,: '; 1� � : , . ,% AY41 #55OR6H P4! . I . ,,, 1 - 1� - � , �- , �, �- i - I � , I� I 11 � � eqI11,11- Y_ � r11 < ,,, � I, � , " , 5 RECEPTACLE , " � , " � I � - ,,, :: � � , ,, ", ��, AND CO2 LOW PRESSURE LINE BELOW SLAB . , ,,,c I � I , t� . � (BR-EI) 120/60/1-20A @ 21-01 AFF,,%<,-�'%,I�_� (1) 120-208/60/1-20A (ORANGE) BISCUIT HOLDING �,, -1 1'� 11 - 1, ,l, ,,%A,�I,,� , 1 7� �. I ,11 I'', j 1 � I - I i 7" � ,,�l ,,, i � I 1� 11 t- 1, t I i � I I , �' 1, _,,-, , m I I -111", l l 11 '-, 9 5, �&" AFF( MUFFI N TOASTEI I , ,�,�,,,,, �1, - , � I" -11 , , l I - ,,,� .,�,l_5,, , - I . I ,,�, C> ,�;��,,2,i� CABINET & STAGING CABINET l �^,.I ,J,�` "'; 11 " �, 41. , �, ,,! l, , �, , 0 I , � I I - . � I I I I I ,�. :, ,,, I � , ,,, � A , 6 , - I , " - _T,�� ;-�,_�l� lx�i,� I 11 I ''I ., I I `l�- - )%rk,,, _, ,I, �� 11 �, ,� I 11 - 11 I., i, IF: ,,I I I � " I I ,,,�,, ; . ,,,,� -ME!NU BOARD ,. , R . I �. ! I I � . I I t %. J4A I I 4, ":, I -, �!, r, - � " In 11 11 - , , , � 1 14Y3,�! ;I = I �,_�,l' � Ill . LIM I .1 - 1 IN" , "' I � , I, e!", �111., et'l - I I 1 __�, I- ( -D1) VENT AS REQUIRED ,l.-,Iitc*wl, i�l ', lir I I 11 , � I , " � � ,� F i .k ll � 11�;�� I ) I I lf, '11, ll, "I I . ,I � � J'i�i"�`�', v �`t;l " � . , �1, I I , 1 jjj:k� z (WH-Pl) I' COLD WATER SUPPLY (SEE NOTE #10) 5 , :,,,� ,-, tI � I EXTEND I" CAONDUIT TO A5V CL6 (FILTERED � , ,,, - , l I,, t� � * " I �� , , _1 I " ,� ,,l , l , , � 11 11 I �" �_ I �-_ - I � '1� I . 11 . L, " , , ,,, � , 1 �5 (WH 11 I " _ ,,,, . I I l� 4 1 -�i, I" �, � I (MB-Ei) 120/60/1-20A ABOVE CLG. 4 X 4 W1 TWIST LOCK RECEPTACLE ,�r �, . It I, , , I , I I _� � ! � I , � 11 �, ,, , "' 7,1,� l,- � 1.000 _____�, I I .�� t , �, ll I I . I I � I + I , . I - tl - I I I I ,,,',��,� ,�,�� 6 N LINE) (STEAMER) I I I I �t �� - i .1, � I 11 I I� I ,� l - (WH-EI) 208/60/3-50A @ 51-4' AFF (ELECTRIC) _,,,�_l,L,,.'1., . 1, 1 17 4, l -,- - - I I 11 1-1 , l_'� l_�, �. I - I � 1, -,i';1'4 _�2= , , - 0I " W �� I I , � L I I ',, �, ,.� ,,,, _ 1_� -, ,1 11 , � - t; i , ,, - I l !," , , � � I I - � - � I , � LLJ N , - - ,� I I- , i � I I , , � I ',�t �, , ""', llr , - "L � I,�' � � 1 , ,� ,'"l-I 1. ( FL I - l � ", , I' �, I', I .l!", _4� -11.,�l, - 11 I� , , l, 11 ", I _� ""'I '.,4 " ,,t�,,���,� , , , I � " � � � ��IM i "I * , . � 1 � ,� , ll`1 E,��t � I", �ll , 1. "I � I i�� �� `� '1-1l;w 11 l, t I ' I , " - , � Ii,, , I TE , I � " , � � , I �,,, " � - - � I L., � I�� , , 16 �,,,n'il, - �l � ��, , I , ,�' _� , ��, ,&k_' r";7, I -EI) 120/60/1-20A a 2'-611 AFF (FILET 5 � ll�,�l t1t7,.,1W1t;-..-� l llzl�� I � '1� 2 w ��i,! ,,,��', ,,t., I 11 . s'!"', m 4" 1 I I - ;3, ��_ 11 , al I -,L " - I " I I� �','- i�,.,,I, �'4,;� - I , t'�, l' � - -�,��ti�, �l.,,,_�'�,: L�,,l l ,,, ,I�iiIl 1 �� � �tl`J`��4 �, , , I I I I Il , � " � �,�4,, �_�L,,! TC,HEN L ok`"11 11 I , , I _ _ -, , , . ,,,�,�:�:,,ii I � L I - , � -I", � 1, Ill 'I-, ,' w � l,�� �J, I - 11 � , . 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SEE SITE DETAILS AND NOTE 5. L7RIVE fi L) ROL)6H- I N FLAN -THRU ROUGH -INS t Jg $ 'Pj r� J,( IVti � �� S � " �y � � � ; #Iy,L� W � �"rl P k ` �/. •'^p1 � y � r ^E I ' 77 Y I G ' .'y' S4 1 Div F¢ gym u�,, q•> y i L " �x " I ,. x�� ; > x, Mf IV r ABBREVIATION LEGEND y I x t PA - P.O.S. / AUDIO (PA -El) O 2'-b" AFF FOR MICROPHONE LOCATE ON EXTERIOR SIDE OF WALL I'a,{ ' (PA-E2) (2) I64-700 DGO O 1 O" AFF. (PA-E3) DGO O 1'-3" AFF FOR COIN VI5PEN5ER, INTERCOM SYSTEM. (PA-E4) 6X12X4 PULL BOX O 10"AFF. 1-1/2"G TO 4 MENU 130ARD , � 2-1/2" FOR DETECTOR LOOP. (PA-E5) J5 O 5'-0" AFF FOR INTERCOM 5Y5TEM. EXTEND 1"C ABOVE CEILING. F ` (PA-E6) 6XbX4 PULL BOX O -7'-G" AFF FOR AUDIO BOX. EXTEND 2-1/2"0 ABOVE GEILIN6 -1'-9" (PA-iM) (2) DGO O AFF. (PA--E8) JB O 5'-0" AFF FOR INTERCOM 5Y5TEM. EXTEND 1'G ABOVE GEILIN6. ( PA-E9) ( 2) 164700 DGO O 10 AFF (PA -Ell) N/A (PA-E12)4X4K4 4B O 5'-Q" AFF FOR PARK SERVE yyiiYY.r Vuc.."i{a` r,# r t L0Q LJKj IL LU ~ � ,co- Z2, O �w C, Z�o Z UL si-�o J Zo<~Z� Js�w T0)< Mm atQ u,), � J LL_W m O O J W Q �~ �Z V �~ w >W`<QZLLo§ O III �®OW��Q�1�L Q LLOLLJ1<O ar N < LL ® w 2M12 NZ } w 6 m o� ww u mN �>yZ p, lijZ �Z Q ry p ry N Zo r a m WOm N w v I..LvLLO o y� C) Ix�m ZQ QwQ�° Q(( �vv vv _I w Q Z m�O 7-0Q � U 0 O � O W N OZ W KITCHEN LAYOUT n x ,.G" 14 F I 4 WOK N L N/a 6`0 1) ALL MATERIAL 16 GA.- GALVANIVED STEE •.2) ALL DUCT SEAMS TO BE CONTINUOUSLY WELDEDs GREASE AND LIQUID TIGHT., 3) CLEAN OUTS TO BE PROVIDED` w' AT EVERY CHANGE OF DIRECTION. UNIVERSAL - DIMENSION , j HOOD SIZE 1$ fr A ff n B $P $$ C ff of D ff 7 to E_ /f f7 F ff f> G » ff H se ff I » J rf 3 4 1 �/�OF 8'9 I/8" (2670) 10'5" (3187) 6 3/16" (157) 7 1/4" (184) 7 1/4" (1114) 43 7/16" (1103) 7 1/4" (184) 38 7/8" (987) 20 7/8" (530) 7 1/4" (184) 4 3 1 2of 8'9 1/8" (2670) 10'5" (3187) 6 3/16" (157) 7 1/4" (184) 7 1/4" (1134) 43 7/16" (1103) 7 1/4" (184) 38 7/8" (987) 20 7/8" (530) 7 1/4" (184) OIF ��A►T 50 iW--rW- 8'II" (2714) 10'7" (3228) 5 1/2" 0 39) 9" (229) 9'" (229) 43 7/16" (1103) 9" (229) 38 13/16" (986) 20 13/16" (529) 9" (229) of 59 1/4 8111" (2714) 10'7" (3228) 5 1/2" (139) 9" (229) 9'" (2129) 43 7/16" (1103) 9" (229) 38 13/16" (986) 20 13/16" (529) 9" (229) 6 S 1 2 �g(i Sol 1 7/8" (2740) 10'8" (3256) S. (127) 10" (2S4) 110" (254) 43 7/16" (1103) 10" (254) 38 7/8" (987) 20 7/8" (530) 10" (254) S.s 75 8'll 7/8" (2740) 10'8" (3256) S. 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UTILITY C HA AND RACEWAY, F., 11 UL FILE E163328, VOL. 1, S C. 3 1`1Q,5 HOOD COMPLIES WITH NSF STANDARD 6. 2 i, IF 1 7. ELECTRICAL CONNECTIONS BY LOCAL ELE6*fRIi�),M.` GAS PIPING BY LOCAL PLUMBER. ANSUL CONNECTIONS AND STARTUP 00 BY CERTIFIED nNSUL REPRESENTATIVE. 8. HIGH TEMP GASKET FILE MH12755 VOL*-� Rkl"� t2 IF 6, id, IFII It: Ivi A, I i IN, i 31 im 50,..1801 IZ 9, 1270 457 Tr 00 (o co Csl (o I-f) 00 FtA olm 4m 4. 'l`11jI tll'g SEE ETAIL Flit - - - ;__ - - _. - - - ill 00 C FLANGE F HIGH TEMPERATURE FLEXIBLE CERAMIC GASKET og 00 U) C> to 4 TECTOR FI I 1F1.FI 111 T"� i�,� IF 'F Ix FF it my IF F7, it McDONALD'S CORPORATION Al OAK BROOK, ILLINOIS $0521 EQUIP. 1. D. EXHAUST HOOD: UH SERIES wt,lUFSERIPA.- I.D. . NUMBER mp".,F EQUIP Im) AwT EF- 1. D. MINIML74 TFSIQN FXMIST AIR n M FT3/MIN/F;T (M3/MIN/M) OF HOOD LENGTH McDONALD'S CORPORATION Al OAK BROOK, ILLINOIS $0521 EQUIP. 1. D. EXHAUST HOOD: UH SERIES wt,lUFSERIPA.- I.D. . NUMBER mp".,F EQUIP Im) AwT EF- 1. D. 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I I :,*w,*�kj I , � 11, , I� I � INSULATION ,- 1 3 " � �,,�I�� 76 `1&w1WJJ -1 SPACE ____� " A _1� UCTION41 NFPA 96, 1994 EDITION SECTION 1-3. 2 * K:3�