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� Info7don j j.T 0 B r On .� En gineering•Consulting- Testing March 1, 2000 Starbucks Coffee Company 1688 Meridian Street, Suite 508 Miami Beach, FL 33139 Attention: Mr. Jeff Pulliam RE: Addendum Preliminary Geotechnical Engineering Services Proposed Starbucks Coffee Company Building 5796 Sunset Drive South Miami, Florida PSI File No. 771-95077A Dear Jeff: We understand from Eric Coville, Structural Engineer that limited land 3rXis avaik Ne•and •• ' the footings are extending into adjacent property. •• ••• •• Based on this limitation, we have reviewed our geotechnical report and rbised the maximum • bearing capacity to 5000 psf. Footings should bottom at least 24 inches bjAv final.a ade. ••• Footings supporting individual columns should have a minimum width•.9t.36 inchas. and continuos footings a minimum width of 24 inches, even if the geometry:prodlk ces a•br'a*ing ••••'• pressure less that the allowable. • . ...... .... . . Since the previous study was a preliminary investigation due to limited access t,•further ••;••. investigation will be required as recommended in the initial geotechnical report. Tlfd'dther ••; provisions provided in the initial report should remain unchanged. We appreciate the opportunity to have provided you with our geotechnical service. If'you have any questions or need further information please call me. Very truly yours, PR91i159'pON4X SERVICE INDUSTRIES, INC. (PSI) m ° -R' K asamy, l? . � DNric rIan Wer : -f e 9503�/A`A�l�l�ed, r Professional Service Industries,Inc.•7960 Central Industrial Drive N,Suite 120•Riviera Beach,FL 33404•Phone 561/844-2404•Fax 561/844-2474 f o Inforynation a ate° •To Build On PRELIMINARY GEOTECHNICAL ENGINEERING SERVICES Engineering • Consulting • Testing PROPOSED STARBUCKS COFFEE COMPANY BUILDING 5796 SUNSET DRIVE SOUTH MIAMI, FLORIDA PSI FILE NO.771-95077 a • • 0000 •• • •• • "Soso • • 0 0 00 • • 0 0 • • ••0• 111,r h 1. +� '4c � • • •• 0000.• 0000 0000 • "< .. _ • • 0969 • o•0•••o �' `w i ••• i w • o • g,{. `� • • • 0900 s• •• ••••9• •9•o a ••00• �9 • %••• c y••• 00 lb 0 4000 w •S •9 • • • • • 0 • 60 090006 • •0•• • o0 0 0 9 • o••c 0600•0 0 • • • • • 0 000• +0006• 0900•• 4000 0 0 + • + • 0060 ••o•• 6090 0000 w • • 0 40.0 0*00 see FO== JAE T Inf ormation •••. . . . . . . . . . ..... o B uild On "' "' •�•• • • Engineering•Consulting• Testing • September 21, 1999 go •• . • . . . . • . • . . Starbucks Coffee Company • .... • . • 1688 Meridian Street, Suite 508 • Miami Beach, Florida 33139 Attn: Mr. Jeffrey Pulliam Re: Preliminary Geotechnical Engineering Services Proposed Starbucks Coffee Company Building `;; 5796 Sunset Drive South Miami, Florida PSI File No. 771-95077 `4 Dear Mr. Pulliam: Professional Service Industries, Inc. is pleased to transn.�M,our Preliminary' Geotechnical Engineering Services Report for the referenced project. Thai report includes 'the results of field and laboratory testing, preliminary geotechnical recomi.nen]dations for.`foundation design, as well as general site development. The majority of the site is cut`renth occupibd by a one-story building with a courtyard. Consequently, portions of the site were i�_accessible to a truck mounted drill rig. We recommend that following demolition of the exi i�g structure, a supplementary exploration be conducted to confirm that the subsurface conditions are similar throughout the property. We appreciate the opportunity to perform this Geotechnical Study and look forward to continued participation during the design and construction phases of this project. If you have any questions pertaining to this report, or if we may be of further service, please contact our office. Respectfully submitted, PROFESSIONAL ERVICE INDUSTRIES, INC. bis ery 1'1 IFIL Z. r °f To`335067_ cy M� us.6 sa?, ` , ':dsw ... t °'a;.tub is E OF .° 0 ° tu Agakc mnat..°-- . "'Q e,+I BIIIIL1�11 Professional Service Industries,Inc.•7960 Central Industrial Drive,N,Suite 120•Riviera Beach,FL 33404•Phone 561/844-2404•Fax 561/844-2474 .... ... . . ••..• ••• ... ... . . . .... . . . GEOTECHNICAL ENGINE41;INE;SEAVICSS•WP©RT . . . . . . . . . . .... ..... ... .... Proposed Starbucks toffee Eor }*Eruilding :...' . 5796 Sunset Drive South Miami, Florida PSI File No. 771-95077 PREPARED FOR Starbucks Coffee Company, Inc. 1688 Meridian Street, Suite 508 Miami Beach, Florida 33139 September 21, 1999 BY PROFESSIONAL SERVICE INDUSTRIES, INC. Francois Thomas, E.I. R ivl shm.asamy, F.E. Project Manager bist vegistration t Manager -L No. 53567 0000 ... . . 0000. ... ... . . . . . . . . ... ... . . . 0000 . . . a . . . . . . . . . . . . 0010• • 00000 0000 0000 • • 0000 • • • TABLE OR GONTZMS. Page No. 1.0 EXECUTIVE SUMMARY ................................................................ 1 2.0 PROJECT INFORMATION.............................................................. 2 ,oO' 2.1 Project Authorization.............. ........................................... 2 ,012.2 Project Description .............................................................. 2 2.3 Purpose and Scope of Services................................................ 3 3.0 SITE AND SUBSURFACE CONDITIONS ........................................... 4 ol' 3.1 Site Location and Description ................................................. 4 3.2 Subsurface Conditions .......................................................... 4 3.3 Groundwater Information....................................................... 5 3.4 Borehole Permeability (BHP) Test Results.................................. 5 4.0 PRELIMINARY EVALUATION AND RECOMMENDATIONS............... 6 4.1 Geotechnical Discussion........................................................ 6 4.2 Site Preparation .................................................................. ® 4.3 Foundation Recommendations................................................. 7 4.4 Floor Slab Recommendations.................................................. 8 5.0 CONSTRUCTION CONSIDERATIONS.............................................. 11 ,o,' 5.1 Excavations ....................................................................... 11 6.0 REPORT LIMITATIONS................................................................. 12 APPENDIX - BORING LOCATION PLAN - SHEET 1 SOIL PROFILES - SHEET 2 9999 ••• • • 9999• se0 0600 • • • •• • • • •• • 9•999•0 •e• •e• • • • 9999 • • • ' • -1- .... 00000 •0e •000 1.0 EXECUTIVi SUM" .... . 9.000 . 000 a ••e• e A preliminary exploration and evaluation of the subsurface conditions have been completed for the design and construction of the proposed Starbucks Coffee Company building to be constructed in South Miami, Florida. In general, the subsurface conditions at the site (explored areas only) consisted of a surficial layer of fine sand underlain by limestone. Groundwater was encountered in the borings at depths ranging from 7.0 to 7.1 feet below existing grade. The results of this preliminary exploration indicate that the subsurface conditions at the site are generally suitable for the use of shallow foundations for support of the proposed structure. The floor slabs can be grade supported. Geotechnical details related to site development, preliminary foundation design, and construction considerations are included in subsequent sections of this report. The owner/designer should not rely solely on this Executive Summary and must read and evaluate the entire contents of this report prior to utilizing our engineering recommendations in preparation of design/construction documents. Starbucks Coffee Company Professional Service Industries,Inc. PSI File No.771-95077 .... ... . . ..... ... ... . . . . . . . . . . . . . . ..... -2- • • • • • • • • • • • • • • • • • • • • • • 2.0 PROJEC!)&01f1 TI0N". •"• • 2.1 Project Authorization Professional Service Industries, Inc. (PSI) has completed a preliminary geotechnical exploration for the proposed Starbucks Coffee Company building to be constructed in South Miami, Florida. Our services were authorized by Mr. Jeffrey Pulliam, Construction Manager of Starbucks Coffee Company, Inc. on August 25, 1999. This exploration was accomplished in general accordance with PSI Proposal No. P-771-9908-101 dated August 25, 1999. 2.2 Project Description Our understanding of the project is based on general information obtained from Mr. Tom Cooper (Chael, Cooper & Associates), which included a "Plan of Soil Survey", scale V=20% and a "Site Plan" indicating the proposed building location, soil test boring locations and permeability test _ locations. We understand that the proposed construction will be a two- (2) story mixed-use structure with a floor area of approximately 6,700 square feet. A courtyard is planned along the northeast section of the site. The structure will have exterior masonry walls. Detailed structural loading information regarding the proposed construction has not been provided; however, for the purposes of this report, we have assumed that maximum column and wall loads will be on the order of 200 kips and 3.5 kips per lineal foot, respectively. Floor slab loads of less than 150 psf are also assumed. Finally, it is assumed that less than two feet of cut or fill will be required to achieve design grade. The preliminary geotechnical recommendations presented in this report are based on the available project information, building location, and the subsurface materials described in this report. If any of the noted information is incorrect, please inform PSI in writing so that we may amend the recommendations presented in this report if appropriate and if desired by the client. PSI will not be responsible for the implementation of its recommendations when it is not notified of changes in the project. Starbucks Coffee Company Professional Service Industries,Inc. PSI File No.771-95077 r ••• • • • • • • • • • • • • • • ••••• • -3- . . . . . . . . . . : . . . . . . ... . . . . 2.3 Purpose and Scope of Services ••• : • .... . ..... . ... . .... . The purpose of this study was to explore the subsurface conditions at the site to enable an evaluation of acceptable foundation systems'for the proposed construction. This report briefly outlines the testing procedures, describes the site and subsurface conditions, and presents preliminary geotechnical recommendations for foundation design and general site development. Our scope of services included the drilling of six (6) Standard Penetration Test (SPT) borings to a depth of 20 feet in the proposed building area, two (2) Borehole Permeability (BHP) tests, plus the preparation of this preliminary geotechnical report. Once again, due to the existing structures at the site, not all boring locations were accessible to our truck mounted drill rig. This report briefly outlines the testing procedures, presents available project information, describes the site _ and subsurface conditions, and presents preliminary geotechnical recommendations regarding the following: -Foundation soil preparation requirements. ,ol' -Foundation types, depths, allowable bearing capacities, and an estimate of potential settlement. -Comments regarding factors that may impact construction and performance of the proposed construction. The scope of services did not include an environmental assessment for determining the presence or absence of wetlands or hazardous or toxic materials in the soil, bedrock, surface water, groundwater, or air on or below, or around the site. Any statements in this report or on the boring logs regarding odors, colors, and unusual or suspicious items or conditions are strictly for information purposes only. Starbucks Coffee Company Professional Service Industries,Inc. PSI File No.771-95077 fim , .... ... . . ..... •.. 0000 . . . . . ..... ... ... . . . .... . . . • -4- . . . . . .. . . . . . . . . . . . . . . 3.0 SITE AND SUBSMdACE�GbNOITI 3.1 Site Location and Description The subject site is located at the southeast corner of the intersection of Sunset Drive (S.W. 72' Street) and S.W. 58' Avenue in South Miami, Florida. At the time of our field exploration, the site was occupied by a one-story building with a courtyard or patio and a small shed. A gravel parking lot is located to the back of the building. Some trees and bushes were observed " throughout the property. 3.2 Subsurface Conditions Review of the "Soil Survey of Dade County Area, Florida," prepared by the United States Department of Agriculture (USDA) Soil Conservation Service (SCS), indicates the site is mapped as Urban Land. This map unit is in areas where more than 85 percent of the surface is covered by urban development. These soils generally have been altered by land grading and shaping or have been covered with about 18 inches of extremely stony, loamy fill material. Subsurface conditions at the site were explored with engineering borings located as shown on the Boring Location Plan, Sheet 1. The preliminary study included the drilling of two (2) SPT borings, and the profiles are presented on Sheet 2. The SPT borings were drilled using an all-terrain vehicle mounted CME 550 drill rig, and mud rotary procedures. Samples of the in-place materials were recovered at frequent intervals using a standard split spoon driven with a 140-pound hammer freely falling 30 inches (the SPT sampling after ASTM D 1586). The samples of the in-place soils were returned to our laboratory for classification by a geotechnical engineer. The samples were classified in general accordance with the Unified Soil Classification System (ASTM D 2487). Gravel was encountered on the surface at all boring locations. In general, the thickness of the gravel surface averaged about 1 inch. The soils encountered at the borings consisted of a surficial layer of fine sand (12± inches thick) underlain by limestone that extends to the terminal depth of the borings. Standard Penetration Resistance Test (N-values) in the limestone ranged from 6 to 45 blows per foot (bpf); however, the majority of the N-values were between 13 and 39 bpf(indicative of very soft to soft weakly cemented limestone). Starbucks Coffee Company Professional Service Industries,Inc. PSI File No.771-95077 rjMjA� . . . . . . . ..... -5- The above subsurface description is of a ganarOized narUre intended;to highlight the major subsurface stratification features and material c#wAtteri��i��, The bo>;in•g to;s:should be reviewed for specific information at individual boring locations. These records include soil descriptions, stratifications, and penetration resistances. The stratifications shown on the boring logs represent the conditions only at the actual boring locations. Variations may occur and should be expected between boring locations. The stratifications represent the approximate boundary between subsurface materials, and the actual transition may be gradual. Water level information obtained during field operations is also shown on the boring logs. The samples that were not altered by laboratory testing will be retained for 60 days from the date of this report and then will be discarded. 3.3 Groundwater Information Groundwater levels were measured in the borings upon completion of the drilling activities. The depths to the free water surface at the time of drilling (September 9, 1999) ranged between 7.0 and 7.1 feet below the ground surface. According to SCS, the high water table is within a depth of 4.0 feet below the surface. Based on that information, we expect the normal wet season groundwater table to be 3.0 feet above the water levels found at the time of exploration. In general, the seasonal high groundwater level is not intended to define a limit or ensure that future seasonal fluctuations in groundwater levels will not exceed the estimated levels. Post- development groundwater levels could exceed the normal seasonal high groundwater level estimate as a result of a series of rainfall events, changed conditions at the site that alter surface water drainage characteristics, or variations in the duration, intensity, or total volume of rainfall. We recommend that the Contractor determine the actual groundwater levels at the time of the construction to determine groundwater impact on his or her construction procedures. 3.3 Borehole Permeability(BHP) Test Results A BHP test was conducted at the location shown on the site plan, using the usual open-hole constant head methodology advocated by the South Florida water Management District (SFWMD). The hole was fifteen (15) feet deep, and was drilled with a 4-inch diameter solid flight auger so that the soil samples could be retrieved for visual classification by an engineer. The soils consisted of sand with limestone fragments (to a depth of 2 feet below the surface) underlain by limestone. The results of our field permeability test indicate a hydraulic conductivity (K-value) of 2.2x10 cfs/fe per foot of head induced. Starbucks Coffee Company Professional Service Industries,Inc. PSI File No.771-95077 Mme' .... ... . ..... ... • • . •• •• . ... . . . . . . . . -6- . . .. . . . . . . . . . . . . . .. . . . . 4 0 PRELIMINARY EVALUA f O& AND REC©M**MEN***X 'IONS 4.1 Geotechnical Discussion The preliminary geotechnical study completed for the proposed Starbucks Coffee Company . building confirms that the site is suitable for the planned construction when viewed from a soil mechanics and foundation engineering perspective. Subsurface conditions at the site are not expected to impose any major geotechnical constraints or limitations on the constructed building. The structure may be supported on shallow spread foundations and employ conventional slab-on- grade for the ground floors. Recommendations for the geotechnical aspects of site preparation, preliminary foundation design and related construction are presented in the following sections of this report. It should be acknowledged that portions of the site were not accessible to our truck mounted drill rig. We recommend that once the existing structures are demolished a supplementary exploration be conducted at the site. The additional soil test borings will be needed in order to identify subsurface conditions that could potentially affect the proposed structure. 4.2 Site Preparation The existing structures at the site should be demolished, and any old foundations, floor slabs, and remnants of previous construction should be removed. In addition, any underground utilities associated with the existing one-story building should be located and removed. Areas disturbed by the demolition including removal of below-grade structures shall be backfilled with properly compacted structural,fill as indicated herein. The structural footprint of the proposed building should be densified with a self-propelled roller (Dynapac CA-15 or equivalent) until the subsoils achieve 95 percent of maximum dry density (ASTM D 1557) to a depth of at least 2 feet below the stripped grade. The soil densification should encompass the entire footprint of the structure plus a 5-foot wide perimeter that extends beyond the maximum lines of the superstructure. Due to the shallow limestone depth and site proximity to .near-by structures, we suggest that the densification process be conducted using the roller's static mode. The rolled subgrade should be visually observed for signs of pumping, weaving or other types of instability. Signs of such instability could be noted due to existence of weak and compressible subsoils. Corrective action for this condition should include excavation of the weak subsoils followed by the replacement with clean granular fill compacted to 95 percent of the ASTM D Starbucks Coffee Company Professional Service Industries,Inc. PSI File No.771-95077 V! . 0000 ••• • • 0000• ••• • • • • • • 0000• ••• ••• • • • 0000 0 • • -7- • • • • • • • • • • • • • • • • • • • • • • • • see 60 • • • • • •• • • • • • • • • • • • • • • 0000 000.0 ••• •••• 1557 maximum dry density. Structural fill use to raise the site:to structure tjottom levels should consist of clean sand and/or sand and gravel ZASTM I1.2487),•.WA il igWf*num of 12 percent passing the U.S. Standard No. 200 sieve. The structural fill should be placed in thin lifts (12-inch thick loose measure), near the optimum moisture content for compaction, and be compacted to at least 95 percent of maximum dry density (ASTM D 1557). Following site preparation as discussed above, the foundation areas should be excavated and the footings formed and poured in-the-dry. Soils loosened by excavation should be recompacted to meet the compaction requirement prescribed above for the fill. Loose or organic soils (if any) found at foundation bottoms should be removed and replaced with structural fill, constructed as discussed above. If structural fill is required to achieve design grade, each lift of compacted engineered fill should be tested by a representative of the geotechnical engineer prior to placement of subsequent lifts. The edges of compacted fill should extend 3 feet beyond the edges of building prior to sloping. 4.3 Foundation Recommendations Conventional spread footings are generally most economical when the existing soil conditions allow them to be founded at shallow depths. Given site preparation that is completed as discussed above, we recommend supporting the planned structure on conventional spread foundations based in engineered fill and/or the surficial soils of the site. The footings should be designed and proportioned for a maximum bearing pressure of 3,000 pounds per square foot (psf). Footings should bottom at least 18 inches below final grade. Footings supporting individual columns should have a minimum width of 36 inches and continuous footings a minimum width of 24 inches, even if the geometry produces a bearing pressure less than the allowable. The recommended bearing pressure refers to service loads (i.e., dead and live load) and may be increased by 25 percent for total load, including wind forces. The weight of foundation concrete may be neglected in the sizing computations. Settlement of foundations based in the in-situ soils and/or engineered fill will occur as an elastic response of the soils to the building loads applied. Given site and soil preparation that is completed before footing construction, and using the design criteria discussed above, we estimate that total and differential foundation settlements should be less than 1 inch and 1/2 inch, respectively. In our opinion, these settlements are within the range considered tolerable for the type of structure planned. The settlement forecast is based on imposed soil bearing pressure from structural loadings not exceeding 3,000 pounds per square foot and column loads in the order of Starbucks Coffee Company Professional Service Industries,Inc. PSI File No.771-95077 fi �W ... . . . . . . . . . . . . . . ..... ... ... . . . .... . . . • -8- . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . • . ... .. . .... ..... ... .... 200 kips. ;•••• •• • . .... . ..... . ... . .... . Excavating equipment may disturb the granular bearing soil in foundation areas. The upper 12 inches of foundation bottom soils should be compacted to achieve not less than 95 percent of the maximum dry density as determined by ASTM D 1557 immediately prior to reinforcing and concrete placement. The foundation excavations should be observed by a representative of PSI prior to steel or concrete placement to assess that foundation materials are capable of supporting the design loads and are consistent with the materials discussed in this report. Loose soil zones encountered at the bottom of the footing excavations should be removed to the level of medium dense soils or adequately compacted structural fill as directed by the geotechnical engineer. Cavities formed as a result of excavation of loose soil zones should be backfilled with lean concrete or dense graded compacted crushed stone. 4.4 Floor Slab Recommendations After the completion of stripping, the building pad area should be leveled and filled to subfloor elevation before placing concrete. Our experience indicates that floor slabs constructed without a vapor barrier will often experience future problems associated with moisture and mildew. Therefore, we recommend interior floor slab subgrade soils be covered with a vapor barrier (such as visqueen, normally 6 mil thick) before constructing the slab-on-grade floor. Slab-on-grade construction may be used for the ground floor slabs of the structures. The slabs should be adequately reinforced to carry the loads that are to be applied. The floor slab design, if based on elastic methods, should employ a modulus of subgrade reaction of 200 pounds per cubic inch (pci). To help avoid potential problems with cracking becaase of differential loadings, the floor slabs should be liberally jointed and separated from columns and walls. Starbucks Coffee Company Professional Service Industries,Inc. PSI File No.771-95077 Nom'. 0000 ... . . 0000. ... . ... . . . . . . . . ... ... 0000 . • -9- . . 0000 0'000 . . . . 0000 . . . . . . . . 0 0 0000 . . 0000 • . 000 00 0000 00.00 000 0000 5.0 CONSTRUCTION{CONSIpPRA• S 0000 0 00000 0 000 0 0000 0 It is recommended that PSI be retained to provide observation and testing of construction activities involved in the foundation, earthwork, and related activities of this project. PSI cannot accept any responsibility for any conditions that deviate from those described in this report, nor for the performance of the foundation if not engaged to also provide construction observation and testing for this project. 5.1 Excavations In Federal Register, Volume 54, No. 209 (October 1989), the United States Department of Labor, Occupational Safety and Health Administration (OSHA) amended its' "Construction Standards for Excavations, 29 CFR, part 1926, Subpart P." This document was issued to better ensure the safety of workmen entering trenches or excavations. It is mandated by this federal regulation that excavations, whether they be utility trenches, basement excavations or footing excavations, be constructed in accordance with the new OSHA guidelines. It is our understanding that these regulations are being strictly enforced and if they are not closely adhered, the owner and the contractor could be liable for substantial penalties. The contractor is solely responsible for designing and constructing stable, temporary excavations and should shore, slope, or bench the sides of the excavations as required to maintain stability of both the excavation sides and bottoms. The contractor's "responsible person," as"defined in 29 CFR Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those specified in local, state, and federal safety regulations. We are providing this information solely as a service to our client. PSI does not assume responsibility for construction site safety or the contractor's or other parties' compliance with local, state, and federal safety or other regulations. Starbucks Coffee Company Professional Service Industries,Inc. PSI File No.771-95077 %N�', .... ... . . ..... ... -10- . . . . . .. . . . . . . . . . . . . . . 6.0 REPORT•>EIMITA 16NS .... . ..... . ... . .... . The recommendations submitted are based on the available subsurface information obtained by PSI and design details furnished by Chael, Cooper & Associates for the proposed project. If there are any revisions to the plans for this project or if deviations from the subsurface conditions noted in this report are encountered during construction, PSI should be notified immediately to determine if changes in the foundation recommendations are required. If PSI is not retained to Perform these functions, PSI will not be responsible for the impact of those conditions of the project. As mentioned earlier, a supplementary geotechnical study is warranted at this site in order to identify the subsurface conditions at those unexplored areas of the proposed construction. The geotechnical engineer warrants that the findings, recommendations, specifications, or professional advice contained herein have been made in.accordance with generally accepted professional geotechnical engineering practices in the local area. No other warranties are implied or expressed. After the plans and specifications are more complete, the geotechnical engineer should be retained and provided the opportunity to review the final design plans and specifications to check that our engineering recommendations have been properly incorporated into the design documents. At that time, it may be necessary to submit supplementary recommendations. This report has been prepared for the exclusive use of Starbucks Coffee Company for the specific application to the proposed Starbucks Coffee Company building to be constructed in South Miami, Florida. Starbucks Coffee Company Professional Service Industries,Inc. PSI File No.771-95077 • . 9999. ...0 a... • 9999 . • • • . • a oo* go •••• 0090• .•• 0090 • • • • • • • 0990 • 9090• • •.• • 0000 • APPENDIX Zvi. 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CD z O N z 3 w Of o Ln a LO o m J N m " O O m N o N i33d NI Hid]G ED E n � 9M0'1V-d06-81 Whole Building Performan -e Method for Commercial Buildings Form 40OA-97 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2 . 2 PROJECT NAME_Starbucks Coffee Shop PERMITTING OFFICE: ..y:. _tea n As- r;;, SS: i •t_58th Ave . at Sunset Drive_ _South Miami 1 . CLIMATE ZONE: _8 t,WN R: j' _Starbucks Cafe PERMIT NO: AGtNT: JURISDICTION NO: 233300 BUIL.),ING TYPE: _Mercantile (Retail) ` CONSTR'JCTION CONDITION: New construction , DESIGN COMPLETION: Finished Building CONDi 'IONED FLOOR AREA: _5394 NUMBER OF .CONES: 7 MAX. 'TONNAGE OF EQUIPMENT PER SYSTEM: 1.0 ` COMPLIANCE CALCULATION: MI-Ti10-D A . `" DESIGN CRITERIA RESULT ----------- ------ A. 10iOLu BUILDING 59 . 30 10-0 . 0.0 PASSE:j PRESCRIPTIVE REQUIREMENTS: •••• •• • '1 NG ... XTERIOR LIGHTING 240 . 00 300 . 00 % " PASSES"' * i G�i"T I NG CONTROL REQUIREMENTS : •• Z'ASS ES . .... C EQUIPMENT •*000 COOLING EQUIPMENT 0••• :• • •• 1. . SEER 12 . 00 1.0 . 00 : : : '.SASSES..:. 2 . SEER. 12 . 00 10 . 00 •� •PASSESS • 3.. SEER 12 . 50 10 . 00 ••••FASSF�?...; 4 . SEER 12.. 00 10 . 00 *?'AS SRS • 5 . SEER 12 . 00 1.0 . 00 : : ."'PASSE'S:". 6 . EER 8 . 90 8 . 90 *see '"PASSES: IPLV 8 . 30 8 . 30 PASSE,*** 7 . SEER 12_ 15 10 . 00 PASSES .HEATING EQUIPMENT 1 . Et 1 . 00 N/A 2 . Et 1 . 00 N/A 3 . Et 1 . 00 N/A 4 . Et 1 . 00 N/A 5 . 'Et 1 . 00 N/A 6 . Et 1 . 00 N/A 7 . ,t 1 .0,0 N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1 . Conditioned Space 4 . 20 0 . 00 N/A 2 . Conditioned Space 4 . 20 0 . 00 N/A 3 . Conditioned Space 4 .20 0 . 00 N/A 4 . Conditioned Space 4 . 20 0 . 00 N/A 5 . Conditioned Space 4 . 20 0 . 00 N/A. 6 . Conditioned Space 4 . 20 0 . 00 N/A 7 . Conditioned Space 4 . 2.0 0 . 00 N/A� REHEAT SYSTEM TYPES USED t NO REHEAT .SYSTEM is USED WATER HEATING EQUIPMENT 1 . EF 0 . 89 0. 89 PASSES PIPING INSULATION REQUIREMENTS 1 . Non-Circulating 2 . 00 1 . 68 PASSES ---------------------------------------------------------------------------- COMPLIANCE CERTIFICATION: I hereby certify that the plans and Review of the plans and specifica- spec�ifications covered by this calcu- tions covered by this calculation lation are In com Ilapce with the indicates compliance with the Florida Energy Effi cy Code. Florida Energy Efficiency Code. PREPARED B Before construction is completed, DATE:. - 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 Energy Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE ARCHITECT MECHANICAL: Nf• [.A 6O. -46 Jer eg, 04 PLUMBING 414yy ,air A jo,tom fi..s_;i 7 J74; ELECTRICAL• • LIGAUTING (* )= Signature is required where Florida law requires design .to be p%xfdrmed....' by registered design professionals. Typed names and registrRiotnumbvrs may hetiused where all relevant information is contained on signedjseale;i-•?flans . -------- --------------------------------------------- ------------------ --- -------_•000«0---00_00.. .... .. . 0 . 0 0000 .000.0. . 0000 0000. 0000 0000 . 0000. fr r BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 401 . ------GLAZING--ZONE 1------------------------------------------------v- Elevation Type U SC VLT Shading Area(Sgft) : --------- --------------- ---- ---- ---- ------ ---------- : North Commercial 1 . 05 . 95 . 95 None 831 South Commercial 1 . 05 . 69 . 6 None 15 : Total Glass Area in Zone 1 = 98 : 401 :------GLAZING-=ZONE 2------------------------------------------------v- Elevation Type U SC VLT Shading Area(Sgft) : --------- --------------- ---- ---- ---- -------------- ---------- North Commercial 1 . 09 .95 . 95 None 83 : South Commercial- 1 .09 .69 . 6 None 8 : Total Glass Area in Zone 2 = 91 : 401 . ------GLAZING--ZONE 3------------------------------------- -----------v- Elevation Type U SC VLT Shading Area(Sgft) .: --------- ----------=---- ---- ---- ---- -------------- ---------- : . West Commercial 1 . 09 . 69 . 6 None 36 : Total Glass Area in Zone 3 36 : 401 . ------GLAZING--ZONE 4------------------------------------------------v- .Elevation Type U SC VLT Shading Area(Sgft) : --------- ------------- --- ---- ---- -------------- ---------- : North Commercial 1 . 09 .95 .9 Continuous Ove 132 ; South Commercial 1 . 09 . 69 . 6 None 8 : Total Glass Area in Zone 4 140 ; 401 . ------GLAZING--ZONE 5-----------------------------------.....---------- v- . . Elevation Type U SC VLT Shading ; ;Area(.9gft.) : •• • North Commercial 1 . 09 .95 .9 Continuous Ove •' i*12 : South Commercial 1 . 09 . 69 . 6 None 8 : Total Glass Area in Zone 5 = ; •.� „1.40 : 401 . ------GLAZING--ZONE 6---------------------------------- -------=.: . ---yam.... Elevation Type U SC VLT Shading �.•.Ar ea(&jft) : --------- --------------- ---- ---- ---- ------------ •---�_.. ...... North Commercial 1 . 09 .95 . 9 Continuous Ove• •• +168 : ; East Commercial 1 . 09 . 95 .9 Continuous Ov6 ."41'fi8 : :....; West Commercial 1 . 09 . 95 . 9 Continuous Ova ..1.68 , . . West Commercial 1 . 09 . 69 . 6 None •��� •���36 : Total Glass Area in Zone 6 540 : 401 . ------GLAZING--ZONE 7------------------------------------------------y- Elevation Type U SC VLT Shading Area(Sgft) : --------- --------------- ---- ---- ---- -------------- ---------- West Commercial 1 . 09 . 69 . 6 None 18 : North Commercial 1 . 09 .95 .9 Complex Overha 804 : Total Glass Area in Zone 7 = 822 : Total Glass .Area = 1866 : 402 . ------WALLS--ZONE 1------------------------------------------------ : --- Elevation Type U Insul R Gross(Sgft) : --------- -------------------------------- ----- ------- ----------- 1 North Standard 8"cmu wall with stucco/ . 28 0 207 : East Standard 8"cmu wall with stucco/ . 28 0 535 : South Standard 8 11cmu wall with stucco/ . 28 0 207 : Total Wall Area in Zone 1 = 949 : 402 . ------WALLS--ZONE 2------------------------------------------------ ' --- Elevation Type U Insul R Gross(Sgft) : --------- -------------------------------- ----- ------- ----------- : North Standard 8 11cmu wall with stucco/ . 28 0 1651 South Standard 8 11cmu wall with stucco/ . 28 . 0 165 ; Total Wall Area in Zone 2 = 330 ; 402 . ------WALLS-=ZONE 3------------------------------------------------- ' --- Elevation Type U Insul R Gross(Sgft) --------- -------------------------------- ----- ------- ----------- South Standard 8"cmu wall with stucco/ . 28 0 220 ; West Standard 8"cmu wall with stucco/ .28 0 572 ; Adjacent Standard 8"cmu wall with stucco/ . 28 0 176 ; Total Wall Area in Zone 3 = 968 ; 402 . ------WALLS--ZONE 4------------------------------------------------ ' --- Elevation Type U Insul R Gross(Sgft ) --------- -------------------------------- ----- ------- ----------- North Standard 8"cmu .wall with stucco/ . 28 0 208 ; East Standard 8 11cmu wall with stucco/ . 28 0 598 ; South Standard 8 11cmu wall with stucco/ . 28 0 208 ; Total Wall Area in Zone 4 = 1014 ; 402 . ------WALLS--ZONE 5------------------------------------------------ ' --- Elevation Type U Insul R Gross(Sgft) --------- -------------------------------- ----- ------- ----------- North Standard 8 11cmu wall with stucco/ . 28 0 195 ; South Standard 8 11cmu wall with stucco/ . 28 0 195 ; Total Wall Area in Zone 5 = 390 ; 402 . ------WALLS--ZONE 6------------------------------------------------ ' --- Elevation Type U Insul R Gross(Sgft) --------- -------------------------------- ----- ------- -_--------- North Standard 8 11cmu wall with stucco/ .28 0 247 ; East Standard 8"cmu wall with stucco/ . 28 0 : 2�3.,4 ; West-, Standard 8"cmu wall with stucco/ . 28 0 :•• •::065 A Total Wall Area in Zone 6 402 . ------WALLS--ZONE 7-----------------------------------:--- --- .: •_ � _:_ • Elevation Type U Insul R :*Gr ;ss(Sgft) , . -- ----- -------------------------------- ----- ------- - -------.�.rr- 1 North Standard 8"cmu wall with stucco/ . 28 0 • ••i•10 ; ••••;• West Standard 8 11cmu wall with stucco/ . 28 0 ...... :•.1-42 ; •. Adjacent Standard 8 11cmu wall with. stucco/ . 28 0 : ' 2'l0 ; Total Wall Area in Zone 7 = 462 ; Total Gross Wall Area = . • ..... •:&rfi9 ; . 403 . ------DOORS--ZONE 1-----------------------------------=--- ;;,47- ' --- Elevation Type 0...Afea(%gfX) . . South 1-3/4 Steel Door-Solid Urethane foam co 0 . 40 21 ; • Total Door Area in Zone 1 = 21 403. ------DOORS--ZONE 2----------------- ------------------------------- ' --- Elevation Type U Area(Sgft) --------- ------------------------------------------ ----- ---------- South 1-3/4 Steel Door-Solid Urethane foam co 0 . 40 21 ; Total Door Area in Zone 2 = .21 403. ------DOORS--ZONE 3-------------------------------------------------- ' --- Elevation Type U Area(Sgft ) --------- ------------------------------------------ ----- ---------- South 1-3/4 Steel Door-Solid Urethane foam co 0 . 40 21 Total Door Area in Zone 3 = 21 403 . ------DOORS--ZONE 4------------------------------------------------ i --- Elevation Type U Area(Sgft) --------- ------------------------------------------- ----- ---------- N/A NONE 0 Total Door Area in Zone 4 = 0 403 . ---- DOORS--ZONE 5------------------------------------------------ ' --- Elevation Type U Area(Sgft) : --------- ------------------------------------------ ----- ---------- : N/A NONE 0 Total Door Area in Zone 5 = . 0 : 403. ------DOORS--ZONE 6------------------------------------------------ ' --- Elevation Type U Area(Sgft) : --------- ------------------------------------------ ----- ---------- : East 1-3/4 Steel Door-Solid Urethane foam co 0 . 40 21 : Total Door Area in Zone 6 = 21 403. ------DOORS--ZONE 7------------------------------------------------ ' -- Elevation Type U Area(Sgft) : --------- ------------------------------------------ ----- ---------- : N/A NONE 0 : Total Door Area in Zone 7 = 0 : Total Door Area = 841 404 . -----ROOFS--ZONE 1------------------------------------------------ ' --- Type- Color U Insul R Area(Sgft) : ------------------------------------ ------ ----- ------- ---------- : Built-up roof 4" conc r10 insul Medium . 08 10 837 : Total Roof Area in Zone 1 = 837 : 404-. ------ROOFS--ZONE 2------------------------------------------------ ' --- Type Color U Insul R Area(Sgft) : ------------------------------------ ----- ----- ------- ---------- : Built-up roof 4" conc r10 insul Medium . 08 10 675 : Total Roof Area in Zone 2 = 675 : 404 . ------ROOFS--ZONE 3------------------------------------------------ ' - . i Type Color U Insul 11*'Xfea(S ft) , ------------------------------------ ------ ----- -------•..:'---•9999~ •... Built-up roof 4" conc r10 insul Medium . 08 1Q Total Roof Area in Zone 3 = . 9 •9.9];2 : •..,.' 404 : -----ROOFS--ZONE 4---------------------------------- --1------ r-- ; -:- Type , Color U Insul R Area(�Sf- ) j --------------------------------- -- ------ ----- ------! ------0A 9.999. 9000 . .. .. .0 t i , Total Roof Area in Zone 4 .. 0 999900 , - i . 404 . ------ROOFS--ZONE 5----------------------------------------------- -. . 0090 i 9999.; Type Color U Insul $ Qxea( qf.._ , ------------------------------------ ------ ----- ----- ' -t --- - ' -: ..•• .9.• 01 • • Total Roof Area. in Zone 5 01 •.•.• 404 . ------ROOFS--ZONE 6................................................ ' -•- Type Color U Insul R Area(Sgft) : ------------------------------------ ------ ----- ------- --------- : 0 ' Total Roof Area in Zone 6 = 0 : 404 . ------ROOFS--ZONE 7------------------------------------------------ ' --- Type Color U Insul R Area(Sgft) : ------------------------------------ ------ ----- ------- ---------- : Built-up roof 4" conc r10 insul Medium . 08 10 216 : Total Roof Area in Zone 7 = 216 : Total Roof Area = 2640 : 405 . ------FLOORS-ZONE 1------------------------------------------------ ' --- Type Insul R Area(Sgft) : ------------=----------------------------------- ------- ---------- : Floor over Conditioned Space/Uninsulated 0 720 : Total Floor Area in Zone 1 = 720 : 405 . ------FLOORS-ZONE 2------------------------------------------------ ' --- Type Insul R Area(Sgft) : ------------------------------------------------ ------- --------=- F1oor over Conditioned Space/Uninsulated 0 675 ; Total Floor Area in Zone 2 = 675 ; 405. ------FLOORS-ZONE 3------------------------------------------------ ; --- Type Insul R Area(Sgft) ------------------------------------------------ ------- ---------- Floor over Unconditioned Space/Uninsulated 0 675 ; Total Floor Area in Zone 3 675 ; 405. ------FLOORS-ZONE 4------------------------------------------------ ; --- Type Insul R Area(Sgft) ------------------------------------------------ ------- ---------- Slab on Grade/Uninsulated 0 720 ; Total Floor Area in Zone 4 = 720 ; 405. ------FLOORS-ZONE 5------------------------------------------------ ; --- Type Insul R Area(Sgft) ------------------=---------------------------- ------ ---------- Slab on Grade/Uninsulated 0 675 ; Total Floor Area in Zone 5 = 675 ; 405. ------FLOORS-ZONE 6------------------------------------------------ ; --- Type Insul R Area(Sgft) ; ------------------------------------------------ ------- ---------- Slab on Grade/Uninsulated 0 912 ; Total Floor Area in Zone 6 = 912 ; 405.. ------FLOORS-ZONE 7------------------------------------------------ ; --- Type Insul R Area(Sgft) ------------------------------------------------ ------- ----------.; Floor over Conditioned Space/Uninsulated 0 ;00;0; 192; Total Floor Area in Zone 7 = ; ; .••19.2 ; •• • Total Floor Area = " ' '45-69 ; ." • 1100 , 406`: ------INFILTRATION------------------------------------- ------- 11- , -,- • MECtK; •••• Infiltration Criteria in 406. 1 .ABCD have been met . ;•••. ; 1111,• 1111.. 1111.... MECHANICAL SYSTEMS •••• •• • U K ----------------------------------------------------------- • • 00110 - 00000 HVAC load sizing has been performed. (407. 1 .ABCD) ,. , . 407 . ------COOLING SYSTEMS----------------------------------Type No Efficiency IPLV •otepens ; •-:••; ----------------------------- --- ---------- ----- - - � ;----------- , 1111..1111 1 . Split System 1 12 0 3. 50 ; 2 . Split System 1 12 0 2 .83 ; 3. Split System 1 12 . 5 0 4 . 21 ; 4 . Split System 1 12 0 2 . 93 ; 5. Split System 1 12 0 2 . 93 ; 6. Air Cooled ( >= 65, 000 Btu/h 1 8 .9 0 10 . 17 ; 7 . Split System 1 12. 15 0 1 . 54 ; 408 : ------HEATING SYSTEMS----------------------------------------------- ; --- Type No Efficiency BTU/hr -------------------------------- --- ---------- -------------- 1 . Electric Resistance 1 1 17000 ; 2 . Electric Resistance 1 1 17000 ; 3. Electric Resistance 1 1 17000 ; 4 . Electric Resistance 1 1 17000 ; 5 . Electric Resistance 1 1 17000 ; 6 . Electric Resistance 1 1 34000 ; 7 . Electric Resistance 1 1 17000 ; 409 . ------VENTILATION--------------------------------------------------- ; --- ;CHECK; Ventilation Criteria in 409 . 1 .ABCD have been met . 410. -----AIR DISTRIBUTION SYSTEM---------------------------------------- ' --- CHECK -- ' ----- ' --- Duct sizing and design have been performed. (410 . 1 .ABCD) It AHU Type Duct Location R-value ; ----------------------------------- ---------------------- ------- 1 . Air Conditioners Conditioned Space 4 . 2 2 . `Air Conditioners Conditioned Space 4 . 2 3. Air Conditioners Conditioned Space 4 . 2 4 . Air Conditioners Conditioned Space 4 . 2 5. Air Conditioners Conditioned Space 4 . 2 6. Air Conditioners Conditioned Space 4 . 2 7. Air Conditioners Conditioned Space 4 . 2 CHECK; ----------------------- and balancing will be performed. (410 . 1 .ABCD) 411 . -----PUMPS AND PIPING-ZONE ----------------------------------------- ' --- Basic prescriptive requirements in 411 . 1 .ABCD have been met . PLUMBING SYSTEMS 41t. -----PUMPS AND PIPING-ZONE 1--------------------------------------- ' --- Type _ R-value/in Diameter Thickness ; 411 . -----PUMPS AND PIPING-ZONE 2------------------------- - ' --- Type R-value/in Diameter Thickness ; : • . . 411 PUMPS AND PIPING-ZONE 3------------------------- --- Type R-value/in Diameter ,61 'hicjknt%s .... .. . - 4I1 . -----PUMPS AND PIPING-ZONE 4--------------------------- •---�---�•-•--•- , -- • Type R-value/in Diamet;, .'4'hic*kness ; • ------------------------ ---------- ------ _ � . 411 . -----PUMPS AND PIPING-ZONE 5-------------------------- --=- '- ' -'- Type R-value/in Diameter Thicknass 411 . -----PUMPS AND PIPING-ZONE 6--------------------------A------------ ' - Type R-value/in Diameter Thickness ; ' ------------------------ ---------- -------- --------- { 1 . Non-Circulating 3 . 75 2 411 . -----PUMPS AND PIPING-ZONE 7--------------------------------------- ; --- Type R-value/in Diameter Thickness ; ------------------------ ---------- -------- --------- 412 . -----WATER HEATING SYSTEMS-ZONE I---------------------------------- ' --- Type Efficiency StandbyLoss InputRate Gallons ; ------------------------ ---------- ---------- ---------- ---------- ; 412 . -----WATER HEATING SYSTEMS-ZONE 2---------------------------------- ' --- a Type Efficiency StandbyLoss InputRate Gallons ; ------------------------ ---------- --- ------ ---------- ---------- 412 . -----WATER HEATING SYSTEMS-ZONE 3---------------------------------- ; --- Type Efficiency StandbyLoss InputRate Gallons ; -------.----------------- ---------- ---------- ---------- ---------- 412 . -----WATER HEATING SYSTEMS-ZONE 4---------------------------------- ; --- Type Efficiency StandbyLoss InputRate Gallons ; ------------------------ ---------- ---------- ---------- ---------- 412 . ----WATER HEATING SYSTEMS-ZONE 5---------------------------------- � ___ Type Efficiency StandbyLoss InputRate Gallons ; ------------------------ ---------- ---------- ---------- ---------- 412 . -----WATER HEATING SYSTEMS-ZONE 6---------------------------------- : --- Type Efficiency StandbyLoss InputRate Gallons ; ------------------------ ---------- ---------- ---------- ---------- 1 . <=12 kW .89 0 4 . 5 30 : 412 . -----WATER HEATING SYSTEMS-ZONE 7---------------------------------- ' --- .Type Efficiency StandbyLoss InputRate Gallons : ------------------------ ---------- ---------- ---------- ---------- : ELECTRICAL SYSTEMS CHECK: . 413 . -----ELECTRICAL POWER DISTRIBUTION---------------------------- ' ----- ' --- Metering criteria in 413. 1 .ABCD have been met . 414 . -----MOTORS--------------------------------------------------- ' ----- ' --- Motor efficiencies in 414 . 1 .ABCD have been met . 415 . -----LIGHTING SYSTEMS-ZONE I--------------------------------------- ' --- Space Type ype No Control Type 1 No Control Type 2 No Watts Area(Sgft) j ---------- --- -------------- --- -------------- --- ------ ---------- : Reading, T 1 On/Off 2 1440 720 ; Total Watts for Zone 1 = 1440 : Total Area for Zone 1 = 720; 415. -----LIGHTING SYSTEMS-ZONE 2--------------------------------------- ' --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) : ---------- -- -------------- -- -------------- - ------ ---------- ' Reading, T 1 On/Off 2 100•;•; •0.5 : Total Watts for Zone 2 = •..•.• •a.Q;40 : ••,� . Total Area for Zone 2 415 . -----LIGHTING SYSTEMS-ZONE 3-------------------------- •----•+--r , -T..• Space Type No Control Type 1 No Control Type 2 No Watts•A;ea(Sgft) : • -- W------- --- -------------- --- -------------- - --- ----- Reading, T 1 On/Off 2 18U0 "V 2 ; :• Total Watts for Zone 3 = •..... :'1,8Ua0 : Total Area for Zone 3 = •� 12 : 415 . -----LIGHTING SYSTEMS-ZONE 4---------------------------------- --- ' -'- • Space Type No Control Type 1 No Control Type 2 No Watts..Area(%gfJ!) : Type A(Jew 1 On/Off 2 151@... ••+e0 , Total Watts for Zone 4 = • 1530 : ••••• Total Area for Zone 4 = 720 : " 415 . -----LIGHTING SYSTEMS-ZONE 5--------------------------------------- ' --- Space Type No Control Type l No Control Type 2 No Watts Area(Sgft) : ---------- --- -------------- --- -------------- --- ------ --------- : Type A(Jew 1 On/Off 2 1350 675 : Total Watts for Zone 5 = 1350 : Total Area for Zone 5 675 ; 415 . -----LIGHTING SYSTEMS-ZONE 6--------------------------------------- : --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft ) : ---------- --- -------------- --- -------------- --- ------ ---------- : Bar/Lounge 1 On/Off 2 2000 912 : Total Watts for Zone 6 = 2000 : Total Area for Zone 6 = 912 ; 415 . -----LIGHTING SYSTEMS-ZONE 7--------------------------------------- : --- . Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) : ---------- --- -------------- --- -------------- --- ------ ---------- Bar/Lounge 1 On/Off 2 250 192 : Total Watts for Zone 7 = 250 : f1 Total Area for Zone 7 = 192 ; Total Watts = 9380 ; Total Area = 4806 ; ;CHECK; Lighting criteria in 415. 1 .ABCD have been met . ------------------------------------------------------------------ ; ----- ; --- 16. Operation/maintenance manual will be provided to owner. ( 102 . 1) ---------------------------------------------------------------------------- 0000.. .. . 0000 0000 0000 .• • 0000 • r • •• 0000 0 0 0000 00.000 • 0000 •• • • • • • • • • • • • •• 0000•• • • • 0000 •0000• •0000• 0••• • • • • •••• ••••• •••• 0010 0 • • • • 0000• • PROJECT TITLE Starbucks Coffee Shop BUILDING TYPE Mercantile (Retail ) BUILDING LOCATION South Miami BUILDING AREA ( ftz ) 6722 BUILDING ANNUAL ENERGY USE DESIGN BUILDING BASELINE BUILDING M M HEATING ENERGY Electric Resistance 7 . 12 6.80 COOLING ENERGY Direct Expansion 45.62 Air Conditioner (PTAC) 27.92 5. 44 DOMESTIC HOT WATER ENERGY Electric -DHW System(s) 0 . 68 0 . 68 BUILDING MISCELLANEOUS Lights 15 . 57 25. 97 Equipment 1 . 69 1 .69 . . . . .... .. . SYSTEM MISCELLANEOUS ; Fans 6 . 32 , 18.2'4: '....' PLANT MISCELLANEOUS •• •••• TOTAL ENERGY CONSUMPTION 59 . 30 10 d. 0'6 • • • • •••• ••••• ******* PASSES ****** .... .... . . PROJECT TITLE Starbucks Coffee Shop BUILDING TYPE Mercantile (Retail) BUILDING LOCATION : South Miami BUILDING AREA( ft2) : 6722 BUILDING DESIGN : Exterior Lighting Power 240 W EXTERIOR LIGHTING CRITERIA: AREA AREA AREA OR ALLOWANCE CODE DESCRIPTION LENGTH WATTS 1 Exit (with or without canopy) 3 .00 75. 00 1 Exit (with or without canopy) 3. 00 75. 00 . 1 Exit (with or without canopy) 3 . 00 75 . 00 1 Exit (with or without canopy) 3. 00 75 . 00 Exterior Lighting Power Allowance 300 . 00 W ******** PASSES ******** LIGHTING SYSTEM CONTROL REQUIREMENTS: TOTAL EQUIVALENT SPACE NO. CONTROLS CONTROL POINTS NO. DESCRIPTION AREA TASKS TYPE 1 NO. TYPE 2 NO. DESIGN CRITERIA 32 Reading, T 720 . 0 1 On/Off 2 0 2 = 2 32 Reading, T 675 .0 1 On/Off 2 0 2 = 2 32 Reading, T 912 . 0 1 On/Off 2 0 2 = 2 9$ Type A(Jew 720 .0 1 On/Off. 2 . 0 2 = 2 98 Type A(Jew 675. 0 1 On/Off 2 0 2 = 2 8 Bar/Lounge 912 . 0 1 On/Off 2 _ 0 2 = 2 8 Bar/Lounge 192 . 0 1 On/Off 2 0 2 = 2 ******** PASSES ******** PROJECT TITLE Starbucks Coffee Shop BUILDING TYPE Mercantile (Retail) BUILDING LOCATION : South Miami BUILDING AREA( ft2) : 6722 _ ...... . . . . HVAC SYSTEM REQUIREMENTS: • • Cooling System Measure Minim. Minim. System System gesult .Rj4*ult: Type #1 #2 #1 #2 Eff. #1 Eff .#2 for J#1 '•fbf #2'.•..' Split Sys . SEER 10 . 00 0 . 00 12 . 00 0 . 00 iAAAS •••• Split Sys . SEER 10 . 00 0 . 00 12 . 00 0 .00 PASSES •••• •••••• Split Sys . SEER 10 . 00 0 . 00 12 . 50 0 . 00 VASSES Split Sys . SEER 10 . 00 0 . 00 12 . 00 0 . 00 PASSES Split Sys . SEER 10 . 00 0 . 00 12 . 00 0 . 00 VAS�ES �•�•�� Air Cooled. EER, IPLV 8 . 90 8 . 30 8 .90 8 . 30 FA$WS ••XASSEf Split Sys .- SEER 10 .00 0 . 00 12 . 15 0 . 00 'ASSES ...•. Heating System Measure Minimum Req. Efficiency Result ••�••• Ele: Resis . Et 1 . 00 N/A Ele. Resis . Et 1 . 00 N/A Ele. Resis . Et 1 . 00 N/A Ele. Resis . Et 1 . 00 N/A Ele. Resis . Et 1 . 00 N/A Ele . Resis . Et 1 . 00 N/A Ele . Resis . Et 1 .00 N/A ******** PASSES ******** AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS: Zone # Duct Location Minimum R-Value Design R-Value Result 1 . Conditioned Space 0 . 00 4 . 20 N/A 2 . Conditioned Space 0 . 00 4 . 20 N/A 3 . Conditioned Space 0 . 00 4 . 20 N/A f 4 ..' Conditioned Space 0 . 00 4 . 20 N/A 5. Conditioned Space 0 . 00 4 . 20 N/A 6. Conditioned Space 0 . 00 4 . 20 N/A 7 . Conditioned Space 0 . 00 4 . 20 N/A **** Not Applicable **** PROJECT TITLE Starbucks Coffee Shop BUILDING TYPE Mercantile (Retail) BUILDING LOCATION South Miami BUILDING AREA( ft2) : 6722 WATER HEATING SYSTEM REQUIREMENTS System Measure Minimum Maximum Design Design Result Type EF / Et SL EF / Et SL Electric <= 12 kW EF 0 . 8900 0 . 0000 0. 890 0.000 PASSES ******.** ,PASSES ******** PIPING INSULATION REQUIREMENTS: Pipe Insulation Thickness( in) _ System Type O.D. ( in) Minimum Req. Design :" '; Result . ease as . Non,-Circulating 0 . 75 1 . 683 2 . 00 0 PAWES ******** PASSES ******** % .. .... sees .. e . a . e 0 . .0 .0000. . ae.s e.sa0a 0.000. 0000 0000 ..... 0a0a 0000 . ease* MAXIMUM COOLING AND HEATING PLANT LOADS O2-�`t—Zoo By: Lagomasino & Assoc. P.A. 02-20-80 HAP v3 .20 Page 1 TABLE 1: MAXIMUM COOLING AND HEATING PLANT LOADS ------------------------------------------------------------------------+ I Maximum Cooling Plant Load. . . . . : 27.5 Tons @ Jul 1500 1 1 Maximum Heating Plant Load. . . . . : 95.3 MBH @ Winter Design 1 1-----------------------------------------------------------------------+ TABLE 2: COINCIDENT COOLING LOADS FOR JUL 1500 AND DESIGN HEATING LOADS +----------------------------------------------------------------------+ I TOTAL 1 TOTAL 1 1 AIR SYSTEM I COOLING ) HEATING 1 AIR SYSTEM NAME MULTIPLIER 1 (Tons) 1 (MBH) 1 +-----------------------------------------------------------------------+ Starbucks CS Office 1. . . . . . . . . . . 1 1 2.9 1 8.9 1 - 1 Starbucks CS Office 2 . . . . . . . . . . . 1 1 2.7 1 7.4 1 1 Starbucks CS Office 3 . . . . . . . . 1 1 3 .6 1 9.7 1 1 Starbuck's CS Retail Strs 1 + 2. 1 1 5.2 1 20.7 1 : 1 Starbuck's Coffee Shop Gr. F1. . . 1 1 11.5 1 42. 1 1 1 Starbuck'.s Coffee Shop Lounge 2F 1 1 1. 5 1 6.6 1 ----------------------------------------------------- -------------------+ ...... . . . . • •9• - • • •• • 0000 , • •• 0000 ' • 0000 0000•• • • • • •• 0000•• • 0000 0000•• • • 0090 - 0000• • 0000• Lagomasino&Associates, P.A. Consulting Engineers 814 Ponce De Leon Blvd. Coral Gables,FL 33134 z/' �a�° F, AIR SYSTEM DESIGN LOAD SUMMARY Air System. : Starbucks CS Office 1 02-20-80 Weather. . . . : Miami, Florida HAP v3.20 Prepared By: Lagomasino & Assoc. P.A. Page 1 of 1 +-----------------------------------------------------------------------+ COOLING AT. . . . . . . . : Jul @ 0700 HEATING AT. . . . . . : Winter Design 1 COOLING OA DB/RH. . : 77.1 F / 93 HEATING OA DB. . . : 44.0 F 1 +------------------------+--------------+--------------------+------ --+ C 0 0 L I N G I HEATING 1 Sensible Latent I Sensible 1 1 ZONE LOADS I Details I (BTU/hr) (BTU/hr) 1 (BTU/hr) 1 +------------------------+--------------+--------------------+----------+ 1 Solar Loads 1 86 sqft 1 1275 - I - I I Wall Transmission I 772 sqft 1 1651 - 1 2841 Roof Transmission I 736 sqft 1 1417 - 1 1178 1 I Glass Transmission I . 86 sqft I 305 - ( 1445 1 Skylight Transmission I 0 sqft 1 0 - 1 0 - 1 Door Transmission I 0 sqft 1 0 - 1 0 1 Floor Transmission 1 0 sqft 1 0 - 1 0 1 Partitions 1 0 sqft I 0 - I 0 1 1 Ceiling 1 0 sqft 1 0 - 1 0 l Overhead Lighting ( 1472 W I 5022 - Task Lighting 1 0 `W 1 0 - Electric Equipment I 1104 W I 3767 . 1 People 1 5 people I 1288 1078 1 a I • Infiltration 1 1 0 1 Miscellaneous 1 1 0 Safety Factor 1 0/ 0/ 0 % 1 0 '..'.b 1 0..1.. +------------------------+--------------+--------------r-----+-°s°��s---r-+ • 1 >>Total Zone Loads (1) I 1 14725 .1078 1 •..' :5463..}.' ------------------------------------------------------- '-9-- --+---.-----r-+ 1 Zone Conditioning (2) 1 1 27416 : 1 1 .... 7207 1 1 Plenum Wall Load i 0 % 1 0 - 1 •••" }•• 1 Plenum Roof Load 1 0 % i 0 •••• - I •• } Plenum Lighting Load I 0 % I 0 . I •• "f" i Return Fan Load 1 I 0 I fl ( ; 1 Ventilation Load I 105 CFM 1 1004-1. ' 4960 1 ......2042"j': Supply Fan Load I 1148 CFM 638 :" I "" -638 1 ' 1 Space Fan Coil Fans 1 1 0 : I • tf:j•• 1 Duct Heat Gain/Loss 1 5 % 1 736 "" - 1 273 : +------------------------+--------------+--------------=-----+-------='=F' I >>Total System Loads 1 1 29794 6038 1 8884 i +------------------------+--------------+--------------------+--------=-+ Central Cooling Coil 1 1 29757 5984 1 0 1 i Central Heating Coil 1 1 0 - 1 8884 1 i Precool Coil 1 1 0 0 1 0 Preheat Coil 1 I 0 - I 0 1 1 Central Reheat Coil I 1 0 - 1 Humidification Load I 1 0 0 1 - 1 Terminal Reheat Coils 1 I 0 - I 0 1 Space/Skin Heat Coils 1 1 0 - I 0 1 +------------------------+--------------+--------------------+----------+ I >>Total Conditioning 1 1 29757 5984 1 8884 1 +------------------------+--------------+--------------------+----------+ Notes: (1) Zone loads calculated at occupied thermostat setpoint. (2) Zone conditioning based on heat extraction analysis. (3) In the COOLING column, positive loads indicate heat gains, while positive coil loads indicate system heat removal. (4) In the HEATING column, positive loads indicate heat loss, while positive coil loads indicate system heat addition. AIR SYSTEM SIZING SUMMARY 01— Z 00 Air System. : Starbucks CS Office 1 Weather. . . . : Miami, Florida HAP v3.20 Prepared By: Lagomasino & Assoc. P.A. Page 1 AIR SYSTEM INFORMATION ------------------------------------------------------------------------- System Type. . . . . . . . . . . . . . . . (SZ CAV) Floor Area. . . . . . . . . 736 sqft Number of Zones. . . . . . . . . . . . 1 ------------------------------------------------------------------------- SIZING CALCULATION INFORMATION ------------------------------------------------------------------------- Zone and Space Sizing Method: Calculation Months: JFMAMJJASOND Zone CFM: Peak Zone Load Sizing Data. . . . . . . : Calculated Space CFM: Coincident Space Loads CENTRAL COOLING COIL SIZING DATA --------------------------------------------------=---------------------- Total coil load (Tons) . . . . : 3 . 0 Load occurs at. . . . : Jul 0700 Sensible coil load (Tons) . : 2 . 5 OA DB/RH (F/%) . . . . : 77. 1/ 92 .8 Coil CFM at Jul 0700. . . . . . : 1148 Entering Db/Wb. . . . : 80.9/ 65.3 F Max possible CFM. . . . . . . . . . . 1148 Leaving Db/Wb. . . . . . 56.9/ 54.8 F Design supply temp (F) . . . . . 58. 0 Coil ADP. . . . . . . . . . . 52 .7 F sqft/Ton. . . . . . . . . . . . . . . . . . . 247 . 1 Bypass factor. . . . . . 0. 150 BTU/hr/sgft. . . . . . . . . . . . . . . . 48. 6 Resulting RH. . . . . . . 39 Water gpm @ 1OF rise. . . . . . : 7. 15 Zone T-stat Check. : 0 of 1 OK _ --------------------------------------------------------------------- -r-s . CENTRAL HEATING COIL SIZING DATA :06:6: • -------------------------------------------------------r-Y Y--"f- -T------ Max coil load (BTU/hr) . . . . . 8884 Load occurs at.•':.: . 'U3ds Ht "'. Coil CFM at Des Htg. . . . . . . 1148 BTU/hr/sgft. . . . . . . . •' :': 12 Max possible CFM. . . . . . . . . . . 1148 Ent Db / Lvg D� . .: 57.12./' 64 .4' r Water gpm @ 20F drop. . . . . . . 0. 89 •• f • -------------------------------------------------------------- •- °�'-- SUPPLY FAN SIZING DATA ..•. .. ----------------------------------------------------- i-d-d -----• . Actual max CFM @ Jul 1700. : 1148 Fan motor, BHP.... ..': 0. 2.5. . Standard CFM. . . . . . . . . . . . . . . 1147 Fan motor kW. ... . .... 0. 1:3...: Actual max CFM/sgft. . . . . . . . 1.56 Fan static(in.r;g..).: .... 0.7:5 : ------------------------------------------------------Y--1----rw%V---Y{4P. OUTDOOR VENTILATION AIR DATA •••• •••• • -------------------------- �.�.' ---------------------------- ------------- -•. Design airflow (CFM) . . . . . . . 105 CFM/person. . . . . . . . . 20.0-0 CFM/sgft. . . . . . . . . . . . . . . . . . . 0. 14 -------------------- --------------------------------------------- AIR SYSTEM DESIGN LOAD SUMMARY Air System. : Starbucks CS Office 2 02-20-80 Weather. . . . : Miami, Florida HAP v3.20 Prepared By: Lagomasino & Assoc. P.A. Page 1 of 1 ************************************************************************* +-----------------------------------------------------------------------+ COOLING AT. . . . . . . . :. Jun @ 0700 HEATING AT. . . . . . : Winter Design I 1 COOLING OA DB/RH. . : 76. 1 F / 97 $ HEATING OA DB. . . : 44. 0 F I +------------------------+--------------+--------------------+----------+ I I C O O L I N G I HEATING 1 Sensible Latent I Sensible I ZONE LOADS I Details 1 (BTU/hr) (BTU/hr) I (BTU/hr) +------------------------+--------------+-------------------------------+ Solar Loads 1 125 sqft I 1872 - I - I Wall Transmission I 227 sqft 1 369 - I 835 1 Roof Transmission 1 736 sqft 1 1372 - i 1178 I - I Glass Transmission I 125 sqft 1 312 - I 2100 Skylight Transmission I 0 sqft I 0 - 1 0 Door Transmission I 0 sqft I 0 - 1 0 1 • I Floor Transmission I 0 sqft i 0 - i 0 Partitions 1 0 sqft I 0 1 Ceiling 1 0 sqft I 0 - 0 j Overhead Lighting I 1472 W I 5022 - . I Task Lighting I 0 W I 0 - Electric Equipment I 1104 W i 3767 I People 1 5 peoplel 1288 :1Q78 I =..r Infiltration I 1 0 '..'.b I `....' 0.4. Miscellaneous I I 0 0 0 I ••• * I Safety Factor 1 0/ 0/ 0 % 1 0 0 a - .. ------------------------�---------------.}.----°-°-- ----sue-- .;.}.---r----r-+ I >>Total Zone Loads (1) 1 1 14002 �1�7 J I •••••4113 +------------------------+--------------+--------------�-----+-�...----«.»y•• Zone Conditioning (2) 1 i 25887 �•1•@'8 1 :-. -.5787 F� Plenum Wall Load 1 0 1 0 : I •• -••F•• Plenum Roof Load I 0 o I 0 • - Plenum Lighting Load I 0 0 1 0 - 1 •0600. 1p s t% Return Fan Load 1 1 0 L I '''' 0 I ' 1 Ventilation Load 1 105 CFM 1 700 : 5083 1 ."".1954':r'. 1 Supply Fan Load 1 1041 CFM I 579 "" - I "" -579 : Space Fan Coil Fans I 1 0 - I D..�. Duct Heat Gain/Loss I 5 % I 700 - 1 20$ I +------------------------+--------------+--------------------+----------+ I >>Total System Loads 1 1 27866 6161 1 7368 1 +------------------------+--------------+--------------------+----------+ Central Cooling Coil 1 1 27831 6107 1 0 1 Central Heating Coil I I 0 - I . 7368 1 I Precool Coil 0 0 1 0. 1 1 Preheat Coil 1 1 0 - I 0 I Central Reheat Coil I 1 0 - Humidification Load 1 I 0 0 1 - Terminal Reheat Coils ( 1 0 - 1 0 1 Space/Skin Heat Coils 1 I 0 - 1 0 +-----------=------------+--------------+--------------------+----------+ I >>Total Conditioning I 1 27831 6107 1 7368 1 +------------------------+--------------+--------------------+----------+ Notes: (1) Zone loads calculated at occupied thermostat setpoint. (2) Zone conditioning based on heat extraction analysis. (3) In the COOLING column, positive loads indicate heat gains, while positive coil loads indicate system heat removal. (4) In the HEATING column, positive loads indicate heat loss, while positive coil loads indicate system heat addition. o AIR SYSTEM SIZING SUMMARY Air System. : Starbucks CS Office 2 02-20-80 Weather. . . . : Miami, Florida HAP v3 .20 Prepared By: Lagomasino & Assoc. P.A. Page 1 ************************************************************************* AIR SYSTEM INFORMATION -------------------------------------------------------------------------- System Type. . . . . . . . . . . . . . . . (SZ CAV) Floor Area. . . . . . . . . 736 sqft Number of Zones. . . . . . . . . . . . 1 SIZING CALCULATION INFORMATION ------------------------------------------------------------------------- Zone and Space Sizing Method: Calculation Months: JFMAMJJASOND Zone CFM: Peak Zone Load Sizing Data. . . . . . . : Calculated Space CFM: Coincident Space Loads ------------------------------------------------------------------------- CENTRAL COOLING COIL SIZING DATA ------------------------------------------------------------------------- Total coil load (Tons) . . . . 2 .8 Load occurs at. . . . : Jun 0700 Sensible coil load (Tons) . : 2. 3 OA DB/RH (F/%) . . . . : 76. 1/ 97 . 1 Coil CFM at Jun 0700. . . . . ..: 1041 Entering Db/Wb. . . . : 81.6/ 65.7 F Max possible CFM. . . . . . 1041 Leaving Db/Wb. . . . . .- 56.9/ 54 .7 F Design supply temp (F) . . . . . 58. 0 Coil ADP. . . . . . . . . . . 52.5 F sqft/Ton... . . . . . . . . . . . . . . . . . 260.2 Bypass factor. . . . . . 0. 150 BTU/hr/sgft. . . . . . . . . . . . . . . 46. 1 Resulting RH. . . . . . . 38 % Water gpm @ 10F rise. . . . . . : 6.79 Zone T-stat Check. : 0 of 1 OK,. -------------------------------------------------------------------- -a-� , CENTRAL HEATING COIL SIZING DATA . . . .... .. . -------------------------------------------------------- L-- -- ------ .. t' ... .... Max coil load (BTU/hr) . . . . . 7368 Load occurs at. . . . : .DeL.s Ht : Coil CFM at Des Ht 1041 BTU hr s ft. . . . . . .: :10. 0....' Max possible CFM. . . . . . . . . . : . 1041 Ent Db / Lvg Db:.. . , 57. 0 / 63. rp F Water gpm @ 20F drop. . . . . . . 0.74 so 000000 -------------------------------------------------------- -------- SUPPLY FAN SIZING DATA •••• •• • ------------------------------------------------------- -- ----��.. Actual max CFM @ Jun 1700. : 1041 Fan motor BHP. .: . :: 0.2s Standard CFM. . . . . . . . . . . . . . . 1041 Fan motor kW. . : . . . Actual max CFM/sgft. . . . . . . : 1.41 Fan static(in.Ttf:j; •'" 0.75 -----------------------------------------------------------L--- -L�---�i:��. . . .4 . OUTDOOR VENTILATION AIR DATA 066* **s o ..... ------------------------------------------------------------------------- Design airflow (CFM) . . . . . . . 105 CFM/person. . . . . . . . . 20. 00 CFM/sgft. . . . . . . . . . . . . . . . . . . 0. 14 ------------------------------------------------------------------------- AIR SYSTEM DESIGN LOAD SUMMARY Air System. : Starbucks CS Office 3 02-20-80 Weather. . . . : Miami, Florida HAP v3 .20 Prepared By: Lagomasino & Assoc. P.A. Page 1_ of 1 +-----------------------------------------------------------------------+ I COOLING AT. . . . . . . . : Jul @ 0700 HEATING AT. . . . . . : Winter Design i COOLING OA DB/RH. . : 77. 1 F / 93 HEATING OA DB. . . : 44. 0 F i -+------------------------+--------------+--------------------+----------+ I I I C O O L I N G I HEATING 1 I I Sensible Latent I Sensible i ZONE LOADS - I Details 1 (BTU/hr) (BTU/hr) l (BTU/hr) 1 +------------------------+--------------+--------------------+----------+ Solar Loads l 87 sqft 1 1364 - I - I Wall Transmission 1 694 sqft 1 1751 - 1 2554 l I Roof Transmission ( 935 sqft l 1800 - i 1496 1 Glass Transmission 1 87 sqft 1 309 - l 1462 - 1 Skylight Transmission i 0 sqft 1 0 - 1 0 1 1 Door Transmission 1 0 sqft 1 0 - 1 0 1 1 Floor Transmission I 0 sqft i 0 - 0 1 Partitions 1 187 sqft 1 29 - l 0 1 1 Ceiling l 0 sqft 1 0 - '1 0 1 Overhead Lighting 1 1870 W 1 6380 - 1 Task Lighting 1 0 W I 0 - . 1 Electric Equipment i 1403 W 1 4785 - I '• L•. I People 1 7 peoplel 1636 •1369 1 0 i. • l Infiltration 1 i 0 b 1 •••••• 0•01 • 1 Miscellaneous l I 0 •• •b I •••• -••I•• • 1 Safety Factor 1 0/ 0/ 0 % 1 0 0 - +------------------------+--------------+--------------+---�•-+-�s--+----�•r'• I >>Total Zone Loads (1) 1 1 18054 ;13.6r 1 5512 1 +------------------------+--------------+--------------j--i L-+ Jj L------+ 1 Zone Conditioning (2) i 1 34667 •1369 1 •"' 7742"1':' 1 Plenum Wall Load 1 0 0 1 0 ."•'.- I F. '• - 10• 1 Plenum Roof Load 1 0 % 1 0 I ••1.•• 1 Plenum Lighting Load 1 0 % 1 0 •- I y 1 Return Fan Load 1 I 0 - I •• ••• $•�I•• 1 Ventilation Load l 134 CFM 1 1243 0300 i Supply Fan Load 1 1441 CFM 1 801 '....~ 1 ....—801 ;1 1 Space Fan Coil Fans 1 I 0 - I 90:100 ' ' Duct Heat Gain/Loss l 5 % ( 903 - l 27( 1 +------------------------+--------------+--------------------+----------+ 1 >>Total System Loads 1 1 37613 7669 1 9728 1 +------------------------+--------------+--------------------+----------+ i Central Cooling Coil 1 ( 37568 7601 1 0 i 1 Central Heating Coil 1 1 0 - 1 9728 1 1 Precool Coil 1 1 0 0 l 0 1 1 Preheat Coil 1 1 0 - I 0 1 Central Reheat Coil 1 1 0 - I i 1 Humidification Load l 1 0 0 i Terminal Reheat Coils 1 l 0 - I 0 l Space/Skin Heat Coils l 1 0 - I 0 +------------------------+--------------+--------------------+----------+ I >>Total Conditioning 1 1 37568 7601 1 9728 1 +------------------------+--------------+--------------------+----------+ Notes: (1) Zone loads calculated at occupied thermostat setpoint. (2) Zone conditioning based on heat extraction analysis. (3) In the COOLING column, positive loads indicate heat. gains, while positive coil loads indicate system heat removal. (4) In the HEATING column, positive loads indicate heat loss, while positive coil loads indicate system heat addition. AIR SYSTEM SIZING SUMMARY Air System. : Starbucks CS Office 3 02-20-80 Weather. . . . : Miami, Florida HAP v3.20 Prepared By: Lagomasino & Assoc. P.A. Page 1 AIR SYSTEM INFORMATION •------------------------------------------------------------------------- System Type. . . . . . . . . . . . . . . . (SZ CAV) Floor Area. . . . . . . . . 935 sqft Number of Zones. . : . . . . . .. . . 1 ------------------------------------------------------------------------- SIZING CALCULATION INFORMATION ------------------------------------------------------------------------- Zone and Space Sizing Method: Calculation Months: JFMAMJJASOND Zone CFM: Peak Zone Load Sizing Data. . . . . . . : Calculated Space CFM: Coincident Space Loads CENTRAL COOLING COIL SIZING DATA ------------------------------------------------------------------------- Total coil load (Tons) . . . . : 3 . 8 Load occurs at. . . . : Jul 0700 Sensible coil load (Tons) . : 3 . 1 OA DB/RH (F/%) . . . . : 77.1/ 92 .8 Coil CFM at Jul 0700. . . . . . : 1441 Entering Db/Wb. . . . : 81.0/ 65.3 F Max possible CFM. . . . . . . . . . 1441 Leaving Db/Wb. . . . . . 56.9/ 54 .8 F Design supply temp (F) . . . . . 58. 0 Coil ADP. . . . . . . . . . . 52. 6 F sqft/Ton. . . . . . . . . . . . . . . . . . . 248 .4 Bypass factor. . . . . . 0. 150 BTU/hr/sgft. . . . . . . . . . . . . . . 48. 3 Resulting RH. . . . . . . 39 % _ Water gpm @ 1OF rise. . . . . . : 9. 04 Zone T-stat Check. : 0 of 1 OIL . . . CENTRAL HEATING COIL SIZING DATA ' . . . .... .. . ------------------------------------------------------- Max coil load (BTU/hr) . . . . : 9728 Load occurs at: . . . : •Dpa Htg Coil CFM at Des Htg. . . . . . : 1441 BTU/hr/sgft. . . • . . .r :10.4•••• Max possible CFM. . . . . . . . . . : 1441 Ent Db / Lvg Db.%.S< 57. 1•/ 63.4 F Water gpm @ 20F drop. . . . . . : 0. 97 0 •• •... ---------------------------------------------------------------•.------ ...... SUPPLY FAN SIZING DATA "" '• -------------------------------------------------------_-------- -�----tea" Actual max CFM @ Aug 1700. : 1441 Fan motor BHP. .: . : : 0. 31 Standard CFM. . . . . . . . . . . . . 1441 Fan motor kW. . : . 'x.0.23"": Actual max CFM/sgft. . . . . . . . 1. 54 Fan static(inAT&. j:: "" 0.7t . . ..... OUTDOOR VENTILATION AIR DATA • ------------------------------------------------------------------------- - Design airflow (CFM) . . . . . . . 134 CFM/person. . . . . . . . . 20. 00 CFM/sgft. . . . . . . . . . . . . . . . . . . 0. 14 ------------------------------------------------------------------------- _ f1 AIR SYSTEM DESIGN LOAD SUMMARY X r System. : Starbuck's CS Retail Strs 1 + 2 02-20-80 Weather. . . . : Miami, Florida HAP v3.20 Prepared By: Lagomasino & Assoc. P.A. Page 1 of 1 +-----------------------------------------------------------------------+ I COOLING AT. . . . . . . . : Jul @ 1400 HEATING AT. . . . . . : Winter Design 1 I COOLING OA DB/RH. . : 90.6 F / 60 % HEATING OA DB. . . : 44. 0 F i _ +------------------------+--------------+--------------------+----------+ I C O O L I N G 1 HEATING 1 I I Sensible Latent I Sensible 1 I ZONE LOADS I Details l (BTU/hr) (BTU/hr) 1 (BTU/hr) 1 +------------------------+--------------+--------------------+----------+ Solar Loads 1 322 sqft l 5535 - l - I Wall Transmission 1 1190 sqft l 5431 - I 5748 I Roof Transmission l 0 sqft 1 0 - 1 0 1 Glass Transmission 1 322 sqft 1 3935 - 1 6424 I Skylight Transmission 1 0 sqft 1 0 - i 0 1 I Door Transmission 1 0 sqft 1 0 - 1 0 Floor Transmission 1 0 sqft 1 0 - I 0 l Partitions ( 0 sqft ( 0 - I 0 I Ceiling 1 0 sqft 0 - 1 0 1 Overhead Lighting 1 2139 W 1 7298 - I - Task Lighting ( 0 W I 0 - I - Electric Equipment 1 0 W I 0 - I -• I • People 1 29 peoplel 8120 .?R3D 1 l Infiltration 1 ( 0 : D 1 .... Miscellaneous I I 0 •••••b I •••••• -••I•• 1 Safety Factor i 0/ 0/ 0 % 1 0 0 0 1 0 l +------------------- +- + r-+ =.T=-:---=.v{..• - ----- ------------- -------------- V--- 1 >>Total Zone Loads (1) 1 1 30318 :MA- 1 . 12172 1 . . 1 Zone Conditioning (2) 1 i 38802 •7830 1 •••••15268••1•;• 1 Plenum Wall Load 1 0 % I 0 •••••� i ;•• •• h. 1 Plenum Roof Load 1 0 % 1 0 1 •• a••1••• 1 Plenum Lighting Load 1 0 % 1 0 •- 1 i 1 • 1 Return Fan Load I I 0 - 1 0000.• Q•or•: 1 Ventilation Load i 290 CFM 1 3469 11755 1 '•'• 6039 l • l Supply Fan Load 1 1670 CFM 1 619 ;- ( .'•••.-615.:1'.. i Space Fan Coil Fans i I 0 ••'•- I �••• 0 'I 1 Duct Heat Gain/Loss 1 0 % i 0 - i b••r• I >>Total System Loads 1 1 42890 19588 1 20680 1 +------------------------+--------------+--------------------+----------+ 1 Central Cooling Coil I I 42890 19591 i 0 1 1 Central Heating Coil 1 I 0 - 1 20680 1 1 Precool Coil 1 1 0 0 1 0 1 Preheat Coil 1 1 0 - I 0 1 i Central Reheat Coil 1 1 0 - 1 Humidification Load l 1 0 0 1 - 1 Terminal Reheat Coils 1 1 0 - i 0 1 1 Space/Skin Heat Coils 1 1 0 - I 0 1 +------------------------+--------------+--------------------+----------+ I >>Total Conditioning 1 1 42890 19591 1 20680 1 +------------------------+--------------+--------------------+----------+ Notes: (1) Zone loads calculated at occupied thermostat setpoint. (2) Zone conditioning based on heat extraction analysis. (3) In the COOLING column, positive loads indicate heat gains, while positive coil loads indicate system heat removal. (4) In the HEATING column, positive loads indicate heat loss, while positive coil loads indicate system heat addition. AIR SYSTEM SIZING SUMMARY Air System. : Starbuck's CS Retail Strs 1 + 2 02-20-80 Weather. . . . : Miami, Florida HAP v3 .20 Prepared By: Lagomasino & Assoc. P.A. Page 1 AIR SYSTEM INFORMATION ------------------------------------------------------------------------- System Type. . . . . . . . . . . . . . . . (SZ CAV) Floor Area. . . . . . . . . 1426 sqft Number of Zones. . . . . . . . . . . . 1 ------------------------------------------------------------------------- - SIZING CALCULATION INFORMATION ------------------------------------------------------------------------- Zone and Space Sizing Method: Calculation Months: JFMAMJJASOND Zone CFM: Peak Zone Load Sizing Data. . . . . . . : Calculated _Space CFM: Coincident Space Loads CENTRAL COOLING COIL SIZING DATA ------------------------------------------------------------------------- Total coil load (Tons) . . . . : 5. 2 Load occurs at. . . . : Jul 1400 Sensible coil load (Tons) . : 3 . 6 OA DB/RH (F/g) . . . . : 90. 6/ 60. 1 Coil CFM at Jul 1400. . . . . . : 1670 Entering Db/Wb. . . . : 81.4/ 68.0 F Max possible CFM. . . . . . . . . . . 1670 Leaving Db/Wb. . . . . . 57.7/ 55.9 F Design supply temp (F) . . . . . 58 . 0 Coil ADP. . . . . . . . . . . 53 .5 F sqft/Ton. . . . . . . . . . . . . . . . . . . 273 .9 Bypass factor. . . . . . - 0. 150 BTU/hr/sgft. . . . . . . . . . . . . . . . 43 . 8 Resulting RH. . . . . 47 Water gpm @ 1OF rise. . . . . . : 12 . 50 Zone T-stat Check. : 0 of 1 OK - -----------------------------------------------------------------------a--• CENTRAL HEATING COIL SIZING DATA -----------------------------------------------------------_---- -L---- • Max coil load (BTU/hr) . . . . : 20680 Load occurs at.:'. : : 'DA's Ht " Coil CFM at Des Htg. . . . . . . 1670 BTU/hr/sgft. . :0:14. Max possible CFM. . . . . . . . . . : 1670 Ent Db / Lvg Dfbe.. 59:�1 *71.4•x'`• Water gpm @ 20F drop. . . . . . . 2 . 07 0000 . ------------------------------------------------------- SUPPLY FAN SIZING DATA •• .' -------------------------------------------------------•--- •---- --- . . . .. ...... Actual max CFM @ Jul 1500. : 1670 Fan motor BHP. :, . ,•. * 0.24 Standard CFM. . . . . . . . . . . 1669 Fan motor kW. . . . . . . •... 0. 1$009.; Actual max CFM/sgft. . . . . . . . 1. 17 Fan static(in.w¢.).: 06...'0.50 -------------------------------------------------------=---i---------- OUTDOOR VENTILATION AIR DATA .... .... . . ------------------------------------------------------- Design airflow (CFM) . . . . . . . 290 CFM/person. . . . . . . . . 10. 0@ CFM/sgft. . . . . . . . . . . . . . . . . . . 0. 20 ------------------------------------------------------------------------- 0001� AIR SYSTEM DESIGN LOAD SUMMARY Air System. : Starbuck's Coffee Shop Gr. F1 02-20-80 Weather. . . . : Miami, Florida HAP v3 .20 Prepared By: Lagomasino & Assoc. P.A. Page 1 of 1 +-----------------------------------------------------------------------+ 1 COOLING AT. . . . . . . . : Jul @ 1600 HEATING AT. . . . . . : Winter Design 1 I COOLING OA DB/RH. . : 90.6 F / 60 % HEATING OA DB. . . : 44. 0 F 1 +------------------------+--------------+--------------------+----------+ 1 ( COOLING I HEATING I I I Sensible Latent ( Sensible 1 I ZONE LOADS 1 Details 1 (BTU/hr) (BTU/hr) 1 (BTU/hr) 1 +------------------------+--------------+--------------------+----------+ 1 Solar Loads 1 606 sqft 1 25374 - I - I 1 Wall Transmission 1 1242 sqft 1 6071 - I 5999 1 1 Roof Transmission 1 0 sqft 1 0 - 1 0 l 1 Glass Transmission I 606 sqft 1 7610 - 1 12090 Skylight Transmission 1 0 sqft 1 0 - I 0 1 1 Door Transmission 1 0 sqft 1 0 - 1 0 1 1 Floor Transmission 1 0 sqft 1 0 - 1 0 1 Partitions 1 644 sqft i 7733 - ( 1610 1 Ceiling 1 0 sqft 1 0 - I 0 1 1 Overhead Lighting I 1809 W 1 6172 - 1 Task Lighting I 0 W I 0 - I - 1 Electric Equipment 1 1000 W 1 3412 - 1 �•• I People 1 45 people) 12600 12•131) 1 Z Infiltration I I 0 ; 1) Miscellaneous 1 i 0 •' ' 0 1 Safety Factor 1 0/ 0/ 0 % 1 0 0 1 I >>Total Zone Loads (1) 1 1 68973 22'152) I 0���1969§ - 1 +------------------------+--------------+------------------ -+-'---i-----+ 1 Zone Conditioning (2) ( 1 73419 12150 I ��•�24143 1 Plenum Wall Load 1 0 % 1 0 •����� I - • 1 Plenum Roof Load 1 0 % I 0 ( • 1 Plenum Lighting Load I 0 % 1 0 1 Return Fan Load i i 0 - I •• D I • 1 Ventilation Load I 900 CFM 1 14257 2712$ I ..0.193520.L.� 1 Supply Fan Load 1 3793 CFM 1 1406 '0000*- ( :1406 :I 1 Space Fan Coil Fans 1 1 0 1 Duct Heat Gain/Loss I 0 % ( 0 - i 0 l +------------------------+--------------+--------------------+----------+ 1 >>Total System Loads 1 1 89082 49278 1 42090 1 +------------------------+--------------+--------------------+----------+ 1 Central Cooling Coil 1 1 89082 49284 I 0 1 I Central Heating Coil i 1 0 - 1 42090 1 1 Precool Coil I 1 0 0 i 0 1 Preheat Coil 1 1 0 - 1 0 I 1 Central Reheat Coil 1 I 0 - 1 Humidification Load I 1 0 0 1 Terminal Reheat Coils 1 1 0 - 1 0 1 1 Space/Skin Heat Coils 1 1 0 - 1 0 1 +------------------------+--------------+--------------------+----------+ I >>Total Conditioning 1 1 89082 49284 1 42090 1 +------------------------+--------------+--------------------+----------+ Notes: (1) Zone loads calculated at occupied thermostat setpoint. (2) Zone conditioning based on heat extraction analysis. (3) In the COOLING column, positive loads indicate heat gains, while positive coil loads indicate system heat removal. (4) In the HEATING column, positive loads indicate heat loss, while positive coil loads indicate system heat addition. • AIR SYSTEM SIZING SUMMARY Air System. : Starbuck's Coffee Shop Gr. F1 02-20-80 Weather. . . . : Miami, Florida HAP v3 .20 Prepared By: Lagomasino & Assoc. P.A. Page 1 AIR SYSTEM INFORMATION -------------------------------------------------------------------------- System Type. . . . . . . . . . . . . . . . (SZ CAV) Floor Area. . . . . . . . . 1206 sqft Number of Zones. . . . . . . . . . . . 1 ------------------------------------------------------------------------- " SIZING CALCULATION INFORMATION ------------------------------------------------------------------------- Zone and Space Sizing Method: Calculation Months: JFMAMJJASOND Zone CFM: Peak Zone Load Sizing Data. . . . . . . : Calculated Space CFM: Coincident Space Loads ------------------------------------------------------------------------- CENTRAL COOLING COIL SIZING DATA ------------------------------------------------------------------------- Total coil load (Tons) . . . . : 11. 5 Load occurs at. . . . : Jul 1600 Sensible coil load (Tons) . : 7.4 OA DB/RH (F/%) . . . . : 90.6/ 60. 1 Coil CFM at Jul 1600. . . . . . : 3793 Entering Db/Wb. . . . : 79.4/ 68.0 F Max possible CFM. . . . . . . . . . . 3793 Leaving Db/Wb. . ... . . 57.7/ 56.2 F Design supply temp (F) . . . . . 58. 0 Coil ADP. . 53 .8 F sqft/Ton. . . . . . . . . . . . . . . . . . 104 . 6 Bypass factor. . . . . . 0. 150 BTU/hr/sgft. . . . . . . . . . . . . . . 114 .7 Resulting RH. . . . . . . 52 Water gpm @ 10F rise. . . . . . : 27 . 69 Zone T-stat Check. : 1 of 1 OK ------------------------------------------------------------------------ CENTRAL HEATING COIL SIZING DATA •"•••• • ------------------------------------------------------- -a- ---�w----�- • Max coil load (BTU/hr) . . . . . 42090 Load occurs at.*.*.*. : •fles Htg .... Coil CFM at Des Htg. . . . . . : 3793 BTU/hr/sgft. . .: . . . : •• ;0;34.9 Max possible CFM. . . . . . . . . . : 3793 Ent Db / Lvg DA,. . .;: 59!2/•69.5'F' Water gpm @ 20F drop. . . . . . . 4 .21 • -------------------------------------------------------E_Vk----• ='=------- SUPPLY FAN SIZING DATA • ••••• •••••• •... .. • • -------------------------------------------------------V--- -- ------0 Actual max CFM @ Jul 1700. : 3793 Fan motor BHP.+ . . .:: •• 0.5V"""" Standard CFM. . . . . . . . . . . . . 3792 Fan motor kW. .,, . . ••,� 0.4k**"; .Actual max CFM/sgft. . . . . . . . 3 . 14 Fan static(in.W�q.).: 0, 51) -------------------------------------------------------46---&-------------- . . . .... ..... OUTDOOR VENTILATION AIR DATA • -------------------------------------------------------.----------------:- • ..... Design airflow (CFM) . . . . . . . 900 CFM/person. . . . . . . . . 20. Op CFM/sgft. . . . . . . . . . . . . . . . . . 0.75 ------------------------------------------------------------------------- AIR SYSTEM DESIGN LOAD SUMMARY Air System. : Starbuck's Coffee Shop Lounge 2F 02-20-80 Weather. . . . : Miami, Florida HAP v3 .20 Prepared By: Lagomasino & Assoc. P.A. Page 1 of l •+-----------------------------------------------------------------------+ I COOLING AT. . . . . . . . : Jul @ 1500 HEATING AT. . . . . . : Winter Design 1 COOLING OA DB/RH. . : 91. 0 F / 59 $ HEATING OA DB. . . : 44. 0 F - +------------------------+--------------+--------------------+----------+ I I C O O L I N G I HEATING I I ) Sensible Latent I Sensible ZONE LOADS I Details I (BTU/hr) (BTU/hr) I (BTU/hr) +------------------------+--------------+--------------------+----------+ 1 Solar Loads I 60 sqft 1 1735 - I - Wall Transmission 1 193 sqft I 694 - 1 932 1 Roof Transmission 1 130 sqft 1 465 - I 273 1 Glass Transmission 1 60 sqft 1 839 - 1 1323 ' 1 Skylight Transmission I 0 sqft I 0 - I 0 Door Transmission 1 0 sqft 1 0 - 1 0 1 1 Floor Transmission 1 0 sqft 1 0 - I 0 1 1 Partitions I 0 sqft I 0 - I 0 i Ceiling 1 0 sqft i 0 - 1 0 1 1 Overhead Lighting I 130 W 1 444 - I - Task Lighting i 0 W I 0 - I - . 1 Electric Equipment 1 0 W I 0 - I People I 9 people I 2123 1 I: Infiltration I 1 0 1 0•l • Miscellaneous I 1 0 •• •0 1 •••• -••1•• Safety Factor I 0/ 0/ 0 % 1 0 0 1 +------------------------+--------------+-------------- ---"- -v--�---t}.. 1 >>Total Zone Loads (1) 1 1 6300 ;17.77 1 ' 252$ +------------------------+--------------+--------------=--==-+ .... - Zone Conditioning (2) I 1 6951 '1777 1 '•'' 298 "1':' Plenum Wall Load I 0 % I I •• s 1 Plenum Roof Load 1 0 % 1 0 1 • •••• =•i... Plenum Lighting Load 1 0 % i 0 1 y Return Fan Load I I 0 - ( Q• I��: Ventilation Load I 173 CFM 1 2878 ;671 ( •,,,,•371�.J..• Supply Fan Load 1 365 CFM I 135 ••,..4 1 4 ....•-135 Space Fan Coil Fans I I 0 - I R • i Duct Heat Gain/Loss 1 0 % 1 0 - I Q -------------------------+--------------+--------------------+----------+ I >>Total System Loads 1 1 9965 8490 1 6562 1 +------------------------+--------------+--------------------+----------+ Central Cooling Coil 1 1 9965 8492 1 0 1 1 Central Heating Coil 1 1 0 - 1 6562 1 1 Precool Coil I 1 0 0 1 0 1 1 Preheat Coil 1 i 0 - I 0 1 Central Reheat Coil 1 I 0 - I - 1 Humidification Load 1 ( 0 0 Terminal Reheat Coils 1 1 0 - 1 0 1 1 Space/Skin Heat Coils I 1 0 - I 0 I +------------------------+--------------+--------------------+----------+ I >>Total Conditioning 1 1 9965 8492 1 6562 1 +------------------------+--------------+--------------------+----------+ Notes: (1) Zone loads calculated at occupied thermostat setpoint. (2) Zone conditioning based on heat extraction analysis. (3) In the COOLING column, positive loads indicate heat gains, while positive coil loads indicate system heat removal. (4) In the HEATING column, positive loads indicate heat loss, while positive coil loads indicate system heat addition. OWN e AIR SYSTEM SIZING SUMMARY Air System. : Starbuck's Coffee Shop Lounge 2F 02-20-80 Weather. . . . : Miami, Florida HAP v3 .20 Prepared By: Lagomasino & Assoc. P.A. Page 1 AIR SYSTEM INFORMATION ------------------------------------------------------------------------- System Type. . . . . . . . . . . . . . . . (SZ CAV) Floor Area. . . . . . . . . 130 sqft -Number of Zones. . . . . . . . . . . . 1 ------------------------------------------------------------------------- SIZING CALCULATION INFORMATION ------------------------------------------------------------------------- Zone and Space Sizing Method: Calculation Months: JFMAMJJASOND Zone CFM: Peak Zone Load Sizing Data. . . . . . . : Calculated Space CFM: Coincident Space Loads ------------------------------------------------------------------------- CENTRAL COOLING COIL SIZING DATA ------------------------------------------------------------------------- _ Total coil load (Tons) . . . . : 1-.5 Load occurs at. . . . : Jul 1500 Sensible coil load (Tons) . : 0.8 OA DB/RH (F/%) . . . . : 91.0/ 59.4 Coil CFM at Jul 1500. . . . . . : 365 Entering Db/Wb. . . . : 82.9/ 72 . 0 F Max possible CFM. . . . . . . . . . . 365 Leaving Db/Wb. . . . . . 57 .7/ 56. 5 F Design supply temp (F) . . . . . 58. 0 Coil ADP. . . . . . . . . . . 53 . 2 F sqft/Ton. . . . . . . . . . . . . . . . . . . 84 .5 Bypass factor. . . 0. 150 BTU/hr/sgft. . . . . . . . . . . . . . . 142 . 0 Resulting RH. . . . . . . 56 Water gpm @ 1OF rise. . .. . . : 3 . 69 Zone T-stat Check. : 1 of 1 OK, • --------------------------------------------------------------------- CENTRAL HEATING COIL SIZING DATA -------------------------------------------------------._�._-- -- ------ Max coil load (BTU/hr) . . . . : 6562 Load occurs at .. DA HtQ�•��; Coil CFM at Des Htg. . . . . . . 365 BTU/hr/sgft. . . .0 . . ; 0*00 ',50.3.000' Max possible CFM. . . . . . . . . . : 365 Ent Db / Lvg DIJ!, . ; 54 .4,( 71. 1 F Water gpm @ 20F drop. . . . . . . 0. 66 ' • •• 0000 -------------------------------------------------------0------- .=•rr --•���.• SUPPLY FAN SIZING DATA 0000 .. . .• • . . . • • ------------------------------------------------------- Actual max CFM @ Jul 1700. : 365 Fan motor BHP. .• . .! . 0. 05 . Standard CFM. . . . . . . . . . . . . 365 Fan motor kW. . .p. . . . 0••••0.04••••: Actual max CFM/sgft. . . . . . . : 2 .81 Fan static(in.wgt•}j •••• 0.50 • ------------------------------------------------------- --- ---�+�d---r.aa+v. OUTDOOR VENTILATION AIR DATA •••• 00.0 --------------------------------------------------------a-------------- �LV• Design airflow (CFM) . . . . . . 173 CFM/person. . . . . . . . . 20.00 CFM/sgft. . . . . . . . . . . . . . . . . . . 1. 33 ------------------------------------------------------------------------- Whole Building Performance Method for Commercial Buildings Form 40OA-97 ENERGY EFF CIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2 . 2 PROJECT NAME_Starbucks Coffee Shop PERMITTING OFFICE: ADDRESS: _58t11., Ave: at Sunset Drive_ _South Miami CLIMATE ZONE: 8 OWNER: StarbucRs Cafe PERMIT NO: AGENT: _ JURISDICTION NO:_233300 BUILDING TYPE: _Mercantile (Retail) CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA: _5394 NUMBER OF ZONES: 7 MAX.. TONNAGE OF EQUIPMENT PER SYSTEM: 10 COMPLIANCE CALCULATION: METHOD A DESIGN CRITERIA RESULT ----- ---- : . A. WHOLE BUILDING 59 .30 100 . 00 •••••• PASSES PRESCRIPTIVE REQUIREMENTS: ' LIGHTING EXTERIOR LIGHTING 240 . 00 300 . 00 .. PASSES : LIGHTING CONTROL REQUIREMENTS °•FASSE9--:- HVAC EQUIPMENT ••••• '. COOLING EQUIPMENT 1 . SEER 12 . 00 10 . 00 • 'PASSEk : 2 . SEER 12 . 00 10 . 00 .°°13ASSEF090 3 . SEER 12 . 50 10. 00 :0900: ::y.ASSEy.... 4 . SEER 12 . 00 10 . 00 : -..PASSES : : 5 . SEER 12 . 00 10 . 00 PASSES.:.-* 6 . EER 8 . 90 8 . 90 PASSES IPLV 8 . 30 8 . 30 PASSES 7. SEER 12 . 15 10 . 00 PASSES HEATING EQUIPMENT 1 . Et 1 . 00 N/A 2 . Et 1 . 00 N/A 3. Et 1 . 00 N/A 4 . Et 1 . 00 N/A 5 . Et 1 . 00 N/A 6 . Et 1 . 00 N/A 7 . Et 1 . 00 N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1 . Conditioned Space 4 . 20 0 .00 N/A 2 . Conditioned Space 4 . 20 0 . 00 N/A 3 . Conditioned Space 4 . 20 0 . 00 N/A 4 . Conditioned Space 4 . 20 0 . 00 N/A 5 . Conditioned Space 4 . 20 0 . 00 N/A 6 . Conditioned Space 4 . 20 0 . 00 N/A 7 . Conditioned Space 4 . 20 0 . 00 N/A REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT 1 . EF 0 .89 0 . 89 PASSES PIPING INSULATION REQUIREMENTS 1 . Non-Circulating 2 . 00 1 . 68 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 lation are in complia ce with the indicates compliance with the Florida Ene..rgy Effic ' cy C Florida Energy Efficiency Code. PREPARED BY- Before construction is completed, DATE: 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 Energy Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE • ARCHITECT MECHANICAL: 4W ,14. 4. 4 4oM A r1,Va SA!9: F(,4 AC }0' 27 PLUMBING zr-aA / 4-a ipl-t& r j&et, AC L •••• •'� • Fc A t£ hi EV 2Z.•••' "" ELECTRICAL: ._ • •�•• ... LIGHTING ' ( * )Signature is required where Florida law requires design :t6. 1Je performed by, registered design professionals . Typed names and registration num ICs maix...* be used where all relevant information is contained on signed�/SValed.lglans . •� ---_!-__1 .... • • BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 401 . ------GLAZING--ZONE 1------------------------------------------------v- Elevation Type U SC VLT Shading Area(Sgft ) --------- --------------- ---- ---- ---- -------------- ---------- North Commercial 1 . 05 . 95 . 95 None 83 South Commercial 1 . 05 . 69 . 6 None 15 Total Glass Area in Zone 1 = 98 401 . ------GLAZING--ZONE 2----------------- ------------------------------v- Elevation Type U SC VLT Shading Area(Sgft) --------- --------------- ---- ---- ---- -------------- ---------- North Commercial 1 . 09 . 95 . 95 None 83 South Commercial 1 . 09 . 69 . 6 None 8 Total Glass Area in Zone 2 = 91 ; 401 . ------GLAZING--ZONE 3------------------------------------------------v- Elevation Type U SC VLT Shading Area(Sgft) --------- --------------- ---- ---- ---- -------------- ---------- West Commercial 1 . 09 . 69 . 6 None 36 Total Glass Area in Zone 3 = 36 401 . ------GLAZING--ZONE 4----- .------------------------------------------v- Elevation Type I U SC VLT Shading Area(Sgft ) --------- -------------- ---- ---- ---- -------------- ---------- North Commercial 1 . 09 . 95 .9 Continuous Ove 132 ; .: South Commercial 1 . 09 . 69' . 6 None 8 . . Total Glass Area in Zone 4 = ; ; .•41.40 ; •• • 401 . ------GLAZING--ZONE 5----'------------------------------- Elevation Type U SC VLT Shading Area(;q M) - -------- ---- ------ -- ---- ---- ---- --------------• -a---=-ice- � .... North Commercial 1 .09 . 95 . 9 Continuous Ov$•'. ; 132 ; South Commercial 1 . 09 . 69 . 6 None •' „•8 ; ...... Total. Glass Area in Zone 5 = ` .•j�0 401 . ------GLAZING--ZONE 6--------------------------------- Elevation Type U SC VLT Shading A.;ea(Sgft) ; • -- 1 ...... North Commercial 1 . 09 . 95 .9 Continuous Ove .... ••?68 ; ' East Commercial 1 . 09 . 95 .9 Continuous Ove; ?6131 • West Commercial 1 . 09 .95 . 9 Continuous Ove •'•' '7681 West Commercial 1 . 09 . 69 . 6 None 36 ; • Total Glass Area in Zone 6 = 540 ; 401: ------GLAZING--ZONE 7------------------------------------------------v- Elevation Type U SC VLT Shading Area(Sgft) ------ --------------- ---- ---- ---- -------------- ---------- West Commercial 1 . 09 . 69 . 6 None 18 North Commercial 1 . 09 . 95 . 9 Complex Overha 804 ; Total Glass Area in Zone 7 = 822 ; Total Glass Area = 1866 ; 402 . ------WALLS--ZONE I------------------------------------------------ ; --- Elevation Type U Insul R Gross(Sgft) l --------- -------------------------------- ----- ------- ----------- � North Standard 8/1cmu wall with stucco/ . 28 0 207 ; East Standard 8"cmu wall with stucco/ . 28 0 535 ; South Standard 811cmu wall with stucco/ . 28 0 207 ; Total Wall Area in Zone 1 = 949 ; 402 . ------WALLS--ZONE 2--------------------,---------------------------- ; --- Elevation Type U Insul R Gross(Sgft) --------- -------------------------------- ----- ------- ----------- North Standard 811cmu wall with stucco/ . 28 0 165 ; I! South- Standard 8 11cmu wall with stucco/ . 28 0 165 ; Total Wall Area in Zone 2 = 330 ; 402 . ------WALLS--ZONE 3------------------------------------------------ ; --- Elevation Type U Insul R Gross(Sgft) --------- -------------------------------- ----- ------- ----------- South Standard 8"cmu wall with stucco/ . 28 0 220 ; West Standard 8 11cmu wall with stucco/ . 28 0 572 ; Adjacent Standard 8 11cmu wall with stucco/ . 28 0 176 ; Total Wall Area in Zone 3 = 9681 . 402 . ------WALLS--ZONE 4------------------------------------------------ ' --- Elevation Type U Insul R. Gross(Sgft) --------- -------------------------------- ----- ------- ----------- North Standard 8"cmu wall with stucco/ . 28 0 208 ; East Standard 8"cmu wall with stucco/ . 28 0 598 ; South Standard 8"cmu wall with stucco/ . 28 0 _ 208 ; Total Wall Area in Zone 4 = 1014 ; 402 . ------WALLS--ZONE 5------------------------------------------------ ' --- Elevation Type U Insul R Gross(Sgft) --------- -------------------------------- ----- ------ ----------- North Standard 8"cmu wall with stucco/ . 28 0 195 ; South Standard 8"cmu wall with stucco/ . 28 0 195 ; Total Wall Area in Zone 5 = 390 ; 402 . ------WALLS--ZONE 6------------------------------------------------ ' --- Elevation Type U Insul R Gross(Sgft ) ; . ----- ' . • . North- Standard 8"cmu wall with stucco/ . 28 0 ; ; ..2A7 East Standard 8 11cmu wall with stucco/ . 28 0 ••Ze3.4 West Standard 8"cmu wall with stucco/ . 28 0 . ' • . `7.5 • Total Wall Area in Zone 6 -1-456 ' 402 . ------WALLS--ZONE 7----------------------------------- �- --- - -- Elevation Type U Insul R . Gr-dss(!;.gfto) ---- ------- - ' 0000 North Standard 8 11cmu wall with stucco . 28 0 0.011,01 West Standard 8 11cmu wall with stucco/ . 28 0 0 1.32 ; • Adjacent Standard 8"cmu wall with stucco/ . 28 0 . 0,320 ; ;•• Total Wall Area in Zone 7 = �••4o� 1 • Total Gross Wall Area = 403 . ------DOORS--ZONE 1------------------------------------- s.•'- ' --- : Elevation Type U- Area(Sgft) --------- ------------------------------------------ ----- ---------- South 1-3/4 Steel Door-Solid Urethane foam co 0 .40 21 ; Total Door Area in Zone 1 = 21 403. ------DOORS--ZONE 2------------------------------------------------ ' --- Elevation Type U Area(Sgft) --------- ------------------------------------------ ----- ---------- South 1-3/4 Steel Door-Solid Urethane foam co 0 . 40 21 Total Door Area in Zone 2 = 21 403 . ------DOORS--ZONE 3------------------------------------------------ ' --- Elevation Type U Area(Sgft) --------- ------------------------------------------ ----- ---------- South 1-3/4 Steel Door-Solid Urethane foam co 0 . 40 21 Total Door Area in Zone 3 = 21 403 . ------DOORS--ZONE 4------------------------------------------------ ' --- Elevation Type U Area(Sgft) --------- ------------------------------------------ ----- ---------- ; N/A NONE 0 Total Door Area in Zone 4 = 0 403 . ------DOORS--ZONE 5------------------------------------------------ ; --- Elevation Type U Area(Sgft) : --------- ------------------------------------------ ----- ---------- : N/A NONE 0 : Total Door Area in Zone 5 = 0 : 403 . ------DOORS--ZONE 6------------------------------------------------ : --- Elevation Type U Area(Sgft) : --------- ------------------------------------------ ----- --------- : East 1-3/4 Steel Door-Solid Urethane foam co 0 . 40 21 : Total Door Area in Zone 6 = 21 : 403 . ------DOORS--ZONE 7------------------------------------------------ : --- Elevation Type U Area(Sgft) : --------- ------------------------------------------ ----- ---------- : N/A NONE 0 Total Door Area in Zone 7 = 01 Total Door Area = 841 404 . --- --ROOFS--ZONE 1------------------------------------------------ : --- Type Color U Insul R Area(Sgft) : ------------------------------------ ------ ----- ------- ---------- : Built-up roof 4" conc r10 insul Medium . 08 10 837 : Total Roof Area in Zone 1 = 837 : 404 . ------ROOFS--ZONE 2------------------------------------------------ : --- Type Color U Insul R Area(Sgft) : ------------------------------------ ------ ----- ------- ---------- : Built-up roof 4" conc r10 insul Medium . 08 10 675 : Total Roof Area in Zone 2 =000000 675; ' 404 . ------ROOFS--ZONE 3-----------------------------------=-s- -- Type Color U Insul R..'®-reaC'Sgff) : �••••• ------------------------------------ ------ ----- ----- --- - � . Built-up roof 4" conc r10 insul Medium . 08 its ; •'9x12 : "" Total Roof Area in Zone 3 : 912 : 40._4 . ------ROOFS--ZONE 4----------------------------------- --==--�•��- : -:.'.... Type Color U Insul II Area(S.9 mot ) ._ • • 01 Total Roof Area in Zone 4 = . �•••• 0 : ;••••; 404 . ------ROOFS--ZONE 5------------------------------------ ----- Type Color U Insul 4 Ajea($gft.) : Total Roof Area in Zone 5 = 0 : 404-. ------ROOFS--ZONE 6------------------------------------------------ : --- Type Color U Insul R Area(Sgft) : ------------------------------------ ------ ----- ------- ---------- : 0 " Total Roof Area in Zone 6 = 0 : 404 . ------ROOFS--ZONE 7------------------------------------------------ : --- .Type Color U Insul R Area(Sgft) : ------------------------------------ ------ ----- ---- -- ---------- : Built-up roof 4" conc r10 insul Medium . 08 10 216 : Total Roof Area in Zone 7 = 216 : Total Roof Area = 2640 : 405 . ------FLOORS-ZONE 1-------------------------------------------------: --- Type Insul R Area(Sgft) : ------------------------------------------------ ------- ---------- : Floor over Conditioned Space/Uninsulated 0 720 : Total Floor Area in Zone 1 = 720 ; 405 . ------FLOORS-ZONE 2------------------------------------------------ : --- Type Insul R Area(Sgft) : ----- ------------------------------------------- ------- ---------- � Floor over Conditioned Space/Uninsulated 0 675 ; Total Floor Area in Zone 2 = 675 ; 405. ------FLOORS-ZONE 3------------------------------------------------ ; --- Type Insul R Area(Sgft ) ------------------------------------------------ ------ ---------- Floor over Unconditioned Space/Uninsulated 0 675 ; Total Floor Area in Zone 3 = 675 ; 405 . ------FLOORS-ZONE 4------------------------------------------------- ; --- Type Insul R Area(Sgft) ; --------------------=--------------------------- ------- ---------- Slab on Grade/Uninsulated 0 720 ; Total Floor Area in Zone 4 = 720 ; 405 . ------FLOORS-ZONE 5------------------------------------------------ ; --- Type - Insul R Area(Sgft) ------------------------------------------------ ------- ---------- Slab on Grade/Uninsulated 0 675 ; Total Floor Area in Zone 5 = 675 ; 405. ------FLOORS-ZONE 6------------------------------------------------ ; --- Type Insul R Area(Sgft) ------------------------------------------------ ------- ---------- Slab on Grade/Uninsulated 0 912 ; Total Floor Area in Zone 6 = 912 ; 405 . ------FLOORS-ZONE 7------------------------------------------------ ; --•. . • Type Insul R..."rea(Sgft ) ', ; ; ; . -�.«.-- .. • Floor over Conditioned Space/Uninsula.ted 0 i'92 , . Total Floor Area in Zone 7 : .19,2 - • 1 �•... Total Floor Area - .. '45'69 , 406. ----=-INFILTRATION--------------------------------------V- « -.- ; --- Infiltration Criteria in 406. 1 .,ABCD have been met . ; ; •• . . .... ...... MECHANICAL SYSTEMS •• • -------------------------- ----------------------------------ua�v- -i•:-- I -!- • HVAC load sizing has been performed. ( 407. 1 .ABCD) ' ' ••���• 407. ------COOLING SYSTEMS------------------------------------------- Type No Efficiency IPLV Tons ; ---------------------------- --- ---------- ----- -------------- ; 1 .'' Split System 1 12 0 3 . 50 ; 2 . Split System 1 12 0 2 .83 ; 3 . Split System 1 12 . 5 0 4 . 21 ; 4 .' Split System 1 12 0 2 . 93 ; 5 . Split System 1 12 0 2 . 93 ; 6 . Air Cooled ( >= 65 , 000 Btu/h 1 8 .9 0 10 . 17 ; 7. Split System 1 12 . 15 0 1 . 54 ; 408 . ------HEATING SYSTEMS-----=----------------------------------------- ; --- Type No Efficiency BTU/hr -------------------------------- --- ---------- -------------- 1 . Electric Resistance 1 1 17000 ; 2 . Electric Resistance 1 1 17000 ; 3 . Electric Resistance 1 1 17000 ; 4 . Electric Resistance 1 1 17000 ; 5 . Electric Resistance 1 1 17000 ; 6 . Electric Resistance 1 1 34000 ; 7 . Electric Resistance 1 1 17000 ; 409 . ------VENTILATION--------------------------------------------------- ; --- ;CHECK; Ventilation Criteria in 409 . 1 .ABCD have been met . 410. -----AIR DISTRIBUTION SYSTEM---------------------------------------- ; --- CHECK -- --- ' ----- ' --- Duct sizing and design have been performed . (410 . 1 .ABCD) AHU Type Duct Location , . R-value ; ----------------------------------- ---------------------- ------- ; - 1 . Air Conditioners Conditioned Space 4 . 2 2 . Air Conditioners Conditioned Space 4 . 2 3. Air Conditioners Conditioned Space 4 . 2 4 . Air Conditioners Conditioned Space 4 . 2 ; 5. Air Conditioners Conditioned Space 4 . 2 6 . Air Conditioners Conditioned Space 4 . 2 7. Air Conditioners - Conditioned Space 4 . 2 CHECK, -- -------- ' ----- ' --- Testing and balancing will be performed. (410 . 1 .ABCD) 411 . -----PUMPS AND PIPING-ZONE ----------------------------------------- ; --- Basic prescriptive requirements in 411 . 1 .ABCD have been met . ; PLUMBING SYSTEMS 411 . -----PUMPS AND PIPING-ZONE 1---------------------------------- - ; --.- . Type R-value/in- Diameter...Thickness . . 1 . .. • 411 . -----PUMPS AND PIPING-ZONE 2---------------------------- -------�_�'- � _•_ • Type R-value/in Diameter 'fhickYiLss • _ , • 41:.1 . -----PUMPS AND PIPING-ZONE 3-------------------------- -"-- -•��� i -::.... Type R-value/in Diamete�..Thickjjegs ------------------------ ---------- -------•- J-- • . . -viii- , •....• 411='. -----PUMPS AND PIPING-ZONE 4---------------------------'-- -------- • Type R-value/in Diameter ThickFms� ; ;••••; ------------------------ ---------- -----......----. �_ , • 411 . -----PUMPS AND PIPING-ZONE 5-------------------------- - • Type R-value/in Diameter•"Thickfi'e'ss ' • ------------------------ ---------- -------- --------- 411 . -----PUMPS AND PIPING-ZONE 6--------------------------------------- i --- ,.Type R-value/in Diameter Thickness ; ------------------------ ---------- -------- --------- 1 . Non-Circulating 3 . 75 2 411'. -----PUMPS AND PIPING-ZONE 7---------------------------------------- ; --- Type R-value/in Diameter Thickness ; ------------------------ ---------- -------- --------- 412 . -----WATER HEATING SYSTEMS-ZONE 1---------------------------------- i --- Type Efficiency StandbyLoss InputRate Gallons ; ------------------------- - ---------- ---------- ---------- ---------- 412 . -----WATER HEATING SYSTEMS-ZONE 2---------------------------------- � --- Type Efficiency StandbyLoss InputRate Gallons ; ------------------------ ---------- ---------- ---------- ---------- 412 . -----WATER HEATING SYSTEMS-ZONE 3---------------------------- ------ i --- Type Efficiency StandbyLoss InputRate Gallons ; ------------------------ ----------- ---------- ---------- --------- 412 . -----WATER HEATING SYSTEMS-ZONE 4---------------------------------- ; --- Type Efficiency StandbyLoss InputRate Gallons , ------------------------ ---------- ---------- ---------- ---------- 412 . ---•--WATER HEATING SYSTEMS-ZONE 5---------------------------------- i --- Type Efficiency StandbyLoss InputRate Gallons ; ------------------------ ---------- ---------- ---------- ---------- 412 . -----WATER HEATING SYSTEMS-ZONE 6---------------------------------- ; --- Type Efficiency StandbyLoss InputRate Gallons ; ------------------------ ---------- ---------- ---------- ---------- 1 . <=12 kW . 89 0 4 . 5 30 412 . -----WATER HEATING SYSTEMS-ZONE 7---------------------------------- ; -- Type Efficiency StandbyLoss InputRate Gallons ; ------------------------ ---------- ---------- ---------- ---------- ELECTRICAL SYSTEMS CHECK; 413. -----ELECTRICAL POWER DISTRIBUTION---------------------------- ' ----- ' --- Metering criteria in 413. 1 .ABCD have been met . 414 . -----MOTORS--------------------------------------------------- ' ----- ' --- Motor efficiencies in 414 . 1 .ABCD have been met . 415 . ----LIGHTING SYSTEMS-ZONE 1--------------------------------------- ' --- Space Type . No Control Type 1 No Control Type 2 No Watts Area(Sgft ) ---------- --- -------------- --- -------------- --- ------ ---------- Reading, T 1 On/Off 2 1440 720 ; Total Watts for Zone 1 = 1440 ; Total Area for Zone 1 = 720 ; 415 . -----LIGHTING SYSTEMS-ZONE 2--------------------------------------- ' --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) ; ; Reading, T 1 On/Off 2 101•q. 1 .••• Total Watts for Zone 2 • 10.10 : Total Area for Zone 2 = . �•�695 ; •••••� 415 . -----LIGHTING SYSTEMS-ZONE 3------------------------- -- - Space Type No Control Type 1 No Control Type 2 No Watts A•t'ea($Vt.) Reading, T 1 On/Off-------- --2 -------------- --- --1801"•,--- •�.��Q � ....:. Total Watts for Zone 3 = 0 1$00 ; • Total Area for Zone 3 = .$12 ; ' • , _ 415 . -----LIGHTING SYSTEMS-ZONE 4---------------------------•_i-9 wci____T,.,�_ � Space Type No Control Type 1 No Control Type 2 No Watt$ Arie f a(Sgtj ; ••;••. ---------- --- -------------- --- -------------- --- -----!1..._9 1..._____.•J.!_ i • • Type A(Jew 1 On/Off 2 1530 720 ; Total Watts for Zone 4 = 1530 ; Total Area for Zone 4 = 720 ; 415 - -----LIGHTING SYSTEMS-ZONE 5--------------------------------------- ' --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft ) --- ------ --- -------------- --- -------------- --- ------ ---------- Type A(Jew 1 On/Off 2 1350 675 ; Total Watts for Zone 5 = 1350 ; Total Area for Zone 5 = 675 ; 415 . -----LIGHTING SYSTEMS-ZONE 6--------------------------------------- ; --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) ---------- --- -------------- ---- -------------- --- ------ ---------- Bar/Lounge 1 On/Off 2 2000 912 ; Total Watts for Zone 6 = 2000 ; Total Area for Zone 6 = 912 ; 415 . -----LIGHTING SYSTEMS-ZONE 7--------------------------------------- ; --- Space Type No Control• Type 1 No Control Type 2 No Watts Area(Sgft ) ---------- --- -------------- --- -------------- --- ------ ---------- Bar/Lounge 1 On/Off 2 250 192 ; Total Watts for Zone 7 = 250 ; Total Area for Zone 7 = 192 , Total Watts = 9380 ; Total Area = 4806 ; ;CHECK; Lighting criteria in 415. 1 .ABCD have been met . -- ------ ' ----- ' --- 16. Operation/maintenance manual will be provided to owner. ( 102 . 1 ) ---------------------------------------------------------------------------- 9999 9999 0 . .. 9999.. 9090 9.0. - . 090. 9999.. 00 *0 .0099. 9999.. 9999 . . . . 9999 9999. 9 ` 9999 9999 PROJECT TITLE Starbucks Coffee Shop BUILDING TYPE Mercantile (Retail) BUILDING LOCATION South Miami BUILDING AREA ( ft2 ) 6722 BUILDING ANNUAL ENERGY USE DESIGN BUILDING BASELINE BUILDING M M HEATING ENERGY Electric Resistance 7. 12 6 .80 COOLING ENERGY Direct Expansion 45. 62 Air Conditioner (PTAC) 27. 92 5 . 44 DOMESTIC HOT WATER ENERGY Electric DHW System(s) 0 . 68 0 . 68 BUILDING MISCELLANEOUS Lights 15. 57 25. 97 Equipment 1 . 69 1,6090. •• • SYSTEM MISCELLANEOUS •w ' Fans 6 . 32 :• : 19 .�� w .•w.w PLANT MISCELLANEOUS • . . .. ..... . w TOTAL ENERGY CONSUMPTION 59 . 30 •• ••100 .00 • `www wweww• •`www• •ww• • • • • •www •www• •www •www • • ******* PASSES ****** • PROJECT TITLE Starbucks Coffee Shop BUILDING TYPE Mercantile (Retail) BUILDING LOCATION : South Miami BUILDING AREA( ftZ) : 6722 BUILDING DESIGN : Exterior Lighting Power 240 W EXTERIOR LIGHTING CRITERIA: AREA AREA AREA OR . ALLOWANCE CODE DESCRIPTION LENGTH WATTS 1 Exit (with or without canopy) 3 . 00 75. 00 1 Exit (with or without canopy) 3 . 00 75. 00 1 Exit (with or without canopy) 3 . 00 75 . 00 1 Exit (with or without canopy) 3 . 00 75. 00 Exter-ior Lighting Power Allowance 300 . 00 W ******** PASSES ******** LIGHTING SYSTEM CONTROL REQUIREMENTS: TOTAL EQUIVALENT SPACE NO. CONTROLS CONTROL POINTS NO. DESCRIPTION AREA TASKS TYPE 1 NO. TYPE 2 . NO. DESIGN CRITERIA 32 Reading, T 720 . 0 1 On/Off 2 0 2 = 2 32 Reading, T 675. 0 1 On/Off 2 0 2 = 2 32 Reading, T 912 . 0 1 On/Off 2 0 2 = 2 98 Type A(Jew 720 . 0 1 On/Off 2 0 2 = 2 98 Type A(Jew 675 .0 1 On/Off 2 0 2 = 2 8 Bar/Lounge 912 . 0 1 On/Off 2 0 2 = 2 8 Bar/Lounge . 192 . 0 1 On/Off 2 0 2 = 2 ******** PASSES ******** PROJECT TITLE Starbucks Coffee Shop BUILDING TYPE Mercantile (Retail) BUILDING LOCATION : South Miami BUILDING AREA( ft2 ) : 6722 ' s • s s • • HVAC SYSTEM REQUIREMENTS: ' ' '•" ` . • Cooling System Measure Minim. Minim. System System Result : RA-ult '•�•.` Type #1 #2 #1 #2 Eff . #1 Eff. #2 J1 Split Sys . SEER 10 .00 0 . 00 12 . 00 0 . 00 PASSES : '.•' •.••�• Split Sys . SEER 10 .00 0 . 00 12 .00 0 . 00 PASSES ...... • Split Sys . SEER 10 . 00 0 . 00 12 . 50 0 . 00 ECASSLS .... ...... Split Sys . SEER 10 . 00 0 . 00 12 . 00 0 . 00 PISSES Split Sys . SEER 10 .00 0 . 00 12 . 00 0 . 00 PASSES Air Cooled. EER, IPLV 8 . 90 8 . 30 8 . 90 8 . 30 ?.4S>'9S � ASSES;��,•`go Split Sys .. SEER 10 . 00 0 . 00 12 . 15 0 . 00 PCASS19S •*.og• Heating System Measure Minimum Req . Efficiency Result E16. Resis . Et 1 . 00 N/A Ele . Resis . Et 1 . 00 N/A Ele. Resis . Et 1 . 00 N/A Ele. Resis . Et 1 . 00 N/A Ele . Resis . Et 1 . 00 N/A Ele . Resis . Et 1 .00 N/A Ele . Resis . Et 1 . 00 N/A ******** PASSES ******** AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS: Zone # Duct Location Minimum R-Value Design R-Value Result 1 . Conditioned Space 0 . 00 4 . 20 N/A 2 . Conditioned Space 0 . 00 4 . 20 N/A 3 . Conditioned Space 0 . 00 4 . 20 N/A 4 .- Conditioned Space 0 . 00 4 . 20 N/A . 5 . Conditioned Space 0 . 00 4 . 20 N/A 6 . Conditioned Space 0 . 00 4 . 20 N/A 7 . Conditioned Space 0 . 00 4 . 20 N/A **** Not Applicable **** PROJECT TITLE Starbucks Coffee Shop BUILDING TYPE Mercantile (Retail) BUILDING LOCATION South Miami BUILDING AREA( ft2) : 6722 WATER HEATING SYSTEM REQUIREMENTS System Measure Minimum Maximum Design Design Result Type EF / Et SL EF / Et SL Electric <= 12kW EF 0.8900 0 . 0000 0.890 0 . 000 PASSES ******** PASSES ******** PIPING INSULATION REQUIREMENTS: Pipe Insulation Thickness( in) • ..sees s s . e• System Type O.D. ( in) Minimum Req. Design �� ��� Resu sees Non-Circulating 0 . 75 1 . 683 2 . 00 PA5SE5 ******** PASSES • 0 0 • .see ess. • N e eee. .see.. ...see �... . • s s .see .s'ese • M' LL OVNiMCM OfCNVWOP�.CMnC IICONRCCS btMY..CO.ICM -v/� 02V3 Miami-Dade County rI �i PLAN REVIEW SECTION 111 N.W. 1st Street suite 1010 �' J" ` Miami, Florida 33128 Municipality Review-S et A O Date: —/S_ DU Sec: Twn: Rge: Project Name: - �D/L/3'ua s CeFiCe%r ,SA1010 Project Description: V6'&) CoG � S<fvi° • sees .. Project Address: sees • Municipality: >00774 The proposed project,has been reviewed by this office and DISAPPROVED forethe following reason's.*W# lj, checked items required). ••• • • • • ee sees.. Pursuant to the moratorium imposed by the Environmental Protection•AgBncy(E.�.A.) on lyfiami• Dade County, any project which would increase discharges to the sar"Sewer•s�;tefn frokl IM: aforementioned facilities is not approvable without an allocation lett®r. Allocatiwns•.when e.... allowable,can be obtained from the DERM Wastewater Section locatefl•at 33 S A4.•Ad Avenue,: 1 st Floor, Miami. Phone Number(305)372-6899. ••0••• CST. Provide a Water and Sewer Vesication Formtrom l Wtv l" ❑ 3. A Resolution Letter is required from the Miami-Dade Water and Sewer Department (111 N.W. 1 st Street, 10th Floor,MDWASD New Business Section, Phone Number(305)375-2236) 4. Air Section Approval Required: 04&& �u ❑ 5. Industrial Facilities Approval Required: ❑ 6. Storage Tank Section Approval Required (33 S.W. 2nd Ave, 7th Floor): Paving and Drainage Approval Required: 9. Wk 3 fsic) — ❑ 10. �i G moo-��7 ��.-,b���os e— Disapproved• Approved: Reviewer: !s'rr� Reviewer: Gtr z QAPLAN REVIEW REVIEW SHEETS\MUNICREVSHT.DOC 2199 r. CONSULTING ENGINEERING & SCIENCE, INC. Civil Engineers Coastal Engineers Environmental Scientists MEMORANDUM TO: Tom Cooper Chael Cooper, Architects FRO14: Richard B. Bochnovich, P.E. RE: Cinque Mixed Use Building (Starbucks) ., 0000•• • w • DATE: May 18, 2000 ' ' ' "'• •• • .. . 0000 0000 • • 0000 0000 Enclosed herewith for your information and file is Me ;1) set of ,drawings for the water main extension (with fire hydrant and service connection) carrying the stamped and signed approvals•of •0.0.0 Miami-Dade Water & Sewer Department, Miami-Dade Fi •6'13epar"mprjt, 00 Miami-Dade DERM and the Florida DEP/Miami-Dade Healdh. D&partmellt . 00••00 The following are the applicable approval numbers: * ' • •0•• •0.00• 0 • 0••• • • Miami-Dade Water & Sewer Dept . DW 200Q 0-0400•5 ••• Miami-Dade Fire Dept. 00340AQaQ 00Vi6•.• •0 • Miami-Dade DERM WE 00-67 00;00• Florida DEP/Miami-Dade Health Dept. 125469-982-DSGP 0 •' Be advised that we will maintain four (4) additional sets of these approved drawings in our files until they are needed by the Contractor for the construction permit. Should you have any questions, please call. ichard Bochnovich, P.E. „q gsure 6992 2 CONSULTING ENGINEERING JOB S? Q�G, S / & SCIENCE, INC. SHEET NO. OF 8925 S.W. 148th Street Suite 100 CALCULATED BY DATE —7—oo _ MIAMI, FLORIDA 33176 (305) 378-5555 CHECKED BY DATE SCALE �RAI�I CjLC,G .9 j.I qS �SFV�/M lf'1; 1'hbD,� Ta7 A�'EA •= S766 F 2 = o �3 AC. sM �PERY�O� S Al 5,700 F7,PER X00 o 0a LOW . . . . . ..... .... iFP64M AI r ME ..... • • 5- YEAR a -DAY 7.2 0 94 A sN. .... ... yYNAZ6 CONDt TT y�'T .... ......_ ••+••• •s•• • K- o X /D' �. ..� ..... .. • _. YfIG TAX 'N one 7lf ya Al •,�EsutTs _ e.•.•. ..... �I��NGy l�4ArN -sECT.�QN EL !0.70 yo- -C- 380 PRODUCT 204-1(Single Sheets)2051(Padded) CONSULTING ENGINEERING 8,SCIENCE, INC 8925 S.W. 148TH STREET, SUITE 100 MIAMI, FL. 33176 JOB NAME: STARBUCKS JOB NO. 9922 South Florida Water Management District Exfiltration Trench Calculations TOTAL SITE DESIGN PARAMETERS L= V • K(HW+2HDu-Du^2+2HDs)+(1.39x10^-4)WDu6... • .. . 0000 0000 WHERE: '••' 0000 L= LENGTH OF TRENCH REQUIRED (FEET) •• ' V= VOLUME TREATED (ACRE-INCHES) 00 W= TRENCH WIDTH (FEET) " 6 ••:• K= HYDRAULIC CONDUCTIVITY(CFS/FT.^2-FT.HEj�lY 0 00 O• H= DEPTH TO WATER TABLE(FEET) '•6• •••• • Du= NON-SATURATED TRENCH DEPTH (FEET) • Ds= SATURATED TRENCH DEPTH (FEET) 000 • 000000 0000 . 0 . . 0000 00000 0000 0000 . . EXFILTRATION TRENCH: 6000 0 GRATE ELEVATION = 11.20 STRUCTURE INVERT = -3.80 DESIGN WATER TABLE = 3.00 (October High Water Level) TRENCH WIDTH = 3.25 CONTRIBUTING AREA = 0.13 RUNOFF RETAINED = 7.20 VOLUME TREATED = 0.94 HYDRAULIC CONDUCTIVITY = 2.20E-04 DEPTH TO WATER TABLE = 8.20 SATURATED TRENCH DEPTH = 6.80 UNSATURATED TRENCH DEPTH = 6.70 LENGTH OF TRENCH REQUIRED = 19.61 LENGTH OF`TRENCHPF2�OUI®,ED�� �x�k x 30:00' R V) a cn be 11 V m i� J I III g g ql y g�g� hex e e.� T 'i ^I 1 1 > :r q`pY C C dg 96� Kij a ¢ € o J - I ' ail BFI:° �I I ,, • Map id ZFgli HIS Pli Ng 4 C • • • • • • • • 0000 •• • •• • 0000 0000 ' • • �••�• 0000 � Y;T� I • •• Co � '" Ilpl I • ��� 0000•• tl I y3 z I • I I ns•.1�...:... ---------- Igo f I • •• • `----------------- O :r I I •••••• o•i • � � �.. 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CA ••.•• • 0000 006699 I l • • r`� ( — • 6.5 OCA RAT0,M • •. • • CA A. •. . • • •..• • • NAPLES ` •..• •.••• 6 5 I ••FORT ••.•• i i 4.5 {1 AUOEkDALE ••�•.� t _ — i • ES CIT JAIAMI ♦` L, It 1 7 A 6UL F OF M E X I CO �` ( NoM BEAD r �- r , { 6 6 is -' rin'S PQaJE� 0 10'` 26"' 30 MILES 7.20" KEY WEt1'0:� I - OAY RAINFALL : 5 YEAR RETURN PERIOD Figure C-I-3 BROWARD COUNTY RAA'6fS fAsr 6131 �{ t, u •o rh..t c•tt. I L - - - J 6TZA .6,70 � c I Y.AY• ., c.s .,,. 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A"Ate- 1 1 a e I � f� l LEGEND: (ESTIMATED)' NOTES: 1.CONTOUR INTERVAL 1.0 FOB• (Except as indicated) 2.DATUM IS MEAN SEA LEVEL. 4 0 lI! t 1 ti i •p i SCALE IN TES NOTE: PREPARED FROM USG-S- SURVEY DATA METROPOLITAN REVISEO DESIGN STANDARDS ` , DADE COUNTY "�"`°`�° 2/19in AVERAGE OCTOBER c. PUUX WORKS 4114/77 GROUND WATER LEVEL 2 .2 DEPARTMENT 1960-75 SHEET 1 OF f GEO TECHNICAL ENGINEERING SERVICES REPORT Proposed Starbucks Coffee Company Building 5796 Sunset Drive South Miami, Florida PSI File No. 771-95077 PREPARED FOR ' ' • .. . .... .... . . .... .... Starbucks Coffee Company, Inc. '• •• • 1688 Meridian Street, Suite 508 •••••• Miami Beach Florida 33.139 •••• ••• •' . . .... ...... ...... .... . . . . .... ..... September 21 1999 • BY PROFESSIONAL SERVICE INDUSTRIES, INC. Francois Thomas, E.I. 7Ra-. .' nasamy, P.E. Proj ect Manager anager ration No. 53567 Zvi • FiAjP%,� Information �° .To Build On Engineering • Consulting• Testing September 21, 1999 Starbucks Coffee Company 1688 Meridian Street, Suite 508 Miami Beach, Florida 33139 Attn: Mr. Jeffrey Pulliam Re: Preliminary Geotechnical Engineering Services Proposed Starbucks Coffee Company Building 5796 Sunset Drive South Miami, Florida PSI File No. 771-95077 Dear Mr. Pulliam: ••••.• • • • • • •••• •• • •• • •••• •••••• Professional Service Industries, Inc. is pleased to transmit our Preliminary Geofecknjcal Engineering Services Report for the referenced project. This report includes She Cesults Vf field and laboratory testing, preliminary geotechnical recommendations for foundaiie6&sign,.•as well • as general site development. The majority of the site is currently occupied by a one-story:bd9ding •Y•+;• with a courtyard. Consequently, portions of the site were not accessible to a Jreek.mou1Jt-e&tlxill •. rig. We recommend that following demolition of the existing structure;.a Supplementary •••••; exploration be conducted to confirm that the subsurface conditions are simiar throughma. the :•...: property. . . .... ..... We appreciate the opportunity to perform this Geotechnical Study and look foj,;ard to contuiued participation during the design and construction phases of this project. If you have any questions • pertaining to this report, or if we may be of further service, please contact our office. Respectfully submitted, PROFESSIONAL RVICE INDUSTRIES, INC. Raj Kri asamy, P.E. Distric anager FL R istration No. 53567 FT:dsw 95077.RPT Attachment Professional Service Industries,Inc.•7960 Central Industrial Drive N,Suite 120•Riviera Beach,FL 33404•Phone 561/844-2404•Fax 561/844-2474 -5- The above subsurface description is of a generalized nature intended to highlight the major subsurface stratification features and material characteristics. The boring logs should be reviewed for specific information at individual boring locations. These records include soil descriptions, stratifications, and penetration resistances. The stratifications shown on the boring logs represent the conditions only at the actual boring locations. Variations may occur and should be expected between boring locations. The stratifications represent the approximate boundary between subsurface materials, and the actual transition may be gradual. Water level information obtained during field operations is also shown on the boring logs. The samples that were not altered by laboratory testing will be retained for 60 days from the date of this report and then will be discarded. 3.3 Groundwater Information • Groundwater levels were measured in the borings upon completion of the drill'ng;a*tivitie.S'•The depths to the free water surface at the time of drilling (September 9, 1999) ranged betweer";7.0 ;••• and 7.1 feet below the ground surface. According to SCS, the high water table is within'a depth '••••` of 4.0 feet below the surface. Based on that information, we expect the i oripi wet season • groundwater table to be 3.0 feet above the water levels found at the time of .explorad6n. • *- . .. ...... In general, the seasonal high groundwater level is not intended to define a limit & ensure•91'at ••••'• future seasonal fluctuations in groundwater levels will not exceed the estimated 'levels. Post- • development groundwater levels could exceed the normal seasonal g high ` water` � I g .r 4ltnil A.��Y� estimate as a result of a series of rainfall events changed conditions at the sit4 that:alter s;<viace ••••• water drainage characteristics, or variations in the duration, intensity, or total vehm a of rairtfall. ' We recommend that the Contractor determine the actual groundwater levels 'at the time of the "`• construction to determine groundwater impact on his or her construction procedures. • 3.3 Borehole Permeability (BHP) Test Results l A BHP test was conducted at the location shown on the site plan, using the usual open-hole constant head methodology advocated by the South Florida water Management District (SFWMD). The hole was fifteen (15) feet deep, and was drilled with a 4-inch diameter solid flight auger so that the soil samples could be retrieved for visual classification by an engineer. The soils consisted of sand with limestone fragments (to a depth of 2 feet below the surface) underlain by limestone. The results of our field permeability test indicate a hydraulic conductivity (K-value) of 2.2x10 cfs/fe per foot of head induced. Starbucks Coffee Company Professional Service Industries,Inc. PSI File No.771-95077 KfiA n o m a c 0 0 c ff o_ `t" N W I U Q W J L, Ova a O l U O 3 3o� u N Z oa Cv0 c o Y a WC9(� o H J O C U J m O z J <} �� a U N Q f N o W Z w O : p x U O N O v+ fD 0- m d o z co SUNSET DRIVE Ln S.W. 72N9 STREET I .. Ex(sr. z •-LI4NT 0 O POLE Wm w C� z ° 0 0 ��1-1 CV z sA67. LU in Z a z oLE - �- {�_.. o 0 a EXIST, o / Pppptttttt���R — - I z % IOU s � z N • • / • • • / • • • W • o • �•••• •• • 0 • •' • • I •••• W ••cs• �•••• • • • gxlsr. � z IREES C OJRTYARD • ••• • •m 00066 4F • LLJ �l m • rA LO •• z •••• •••• • 05 • • •••• •••••• • e V1I< k�c�PL4t1 OF • • • • • (h ktUF_p-UBti B(ALDNG • • • • I -� •••••• •••• • • . • • ••••• • • •••• o _�I.. 5 X 19t. o a a f'q.E In a o In w n (L a w 4 0 a < rn z w p F p W U Ix Q J (n U m L 7 W N o F- J 0 ' a o Z K o y x o a In of tL n 3 w a Z 0 O U U O f- z Z U U w O 0 o = Z U N U w i = > O r m m I I I x ' Mvl i0-1-tl ud/17/00 THU 11;06 r'X Ju5 Obi 6004 wrrzrn �ejVV1 rVA 1: Fva.ns En v irn ru I q nhl & r-7;r;ktdir,�c ............ ` S� V I LIMITED.ASBESTOS SURVEY REPORT I FOR FUTURE STARBUCKS (FORMER JEWELRY SHOP & FLOWER SHOP) LOCATED AT 5796 SUNSET DRIVE AND 7205 SW 58TH AVENYUE SOUTH MIAMI, FLORIDA 33143 '....` ••• For Ed Ghezzi Architects - 9595 North Kendall Drive, Suite 101 "" •••• Miami, Florida 33156 • Attention: Ed Ghezzi •• ...• ;•••• Presented by: ' Evans Environmental &Geosciences (EE&G) 99 SE. 5'Street, Floor 4 Miami, Florida 33139 (305) 374-8300 September 29; 1999 Project No. 0301001406 � r. 08!17/00 THU 11:08 FAX 305 461 8564 Sl'ARBUCKS CUFF1:E WJ uuz EEG: Limited Asbestos Survey September 29, 1999 CONTENTS Section Paae 1.0- INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1 2.0 - BUILDING DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1 3.0 - METHODS AND LIMITATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-1 3.1 ASBESTOS SURVEY METHODS . . . . . . . - - - . _ . . . 3-1 3.2 LABORATORY ANALYSIS METHODS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-1 3.3 LIMITATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . I . . . . . . . . . . . . 3-1 4.0 - SURVEY RESULTS . . . . . . . ....... ... . . . . . . .. . . . . . ... . . . . . . . . . . . . . 4-1 4.1 ASBESTOS ANALYSIS RESULTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�4-1• 4-2 ADDITIONAL_OBSERVATIONS . . . . . . . . . . . . . . . . . . . . . . . . . : . . ,. . . .'4i1.• •••• 5.0- RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . • 5.1 RECOMMENDATIONS FOR REGULATED (FRIABLE)ACM . . . y •• - •• 5.2 RECOMMENDATIONS FOR CATEGORY I NONFRIABLE ACM y. . . .: . . . V1•• . 5.3 RECOMMENDATIONS FOR CATEGORY If NONFRIABLE ACM .** . . . . . 5-j,• :....: - 5.4 GENERAL RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . .•.��,6. . . 5.2..' 6.0- SIGNATURE PAGE TABLES TABLE 1 Survey Results . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . 4-2 TABLE 2 Survey Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-3- APPENDICES APPENDIX A General Terms: Types of Asbestos-Containing Materials Types of Asbestos-Containing Roofing Materials NESHAP Categories - APPENDIX B Laboratory Report APPENDIX C Field Diagrams APPENDIX D Certificates P:IPROJ FCT1001001 a061STARSUCK.WPD 08/17/00 THU 11=09 FAX 305 461 8564 STARBUCKS COFFEE 11003 EEbG: Limited Asbestos Survey September 29, 1999 Sf-CTION 1.0 INTRODUCTION A limited asbestos survey was conducted on the site of a future Starbucks, located at 5796 Sunset Drive and 7205 SW 58TH Avenue, South Miami, Florida. The survey was conducted on September 23, 1999, by AHERA-certified inspector Kevin DuBart of Evans Environmental & Geosciences (EE&G). Access to the site was authorized by Mr. Ed Ghezzi. The purpose of this limited asbestos survey was to identify the presence, extent, and condition of asbestos-containing materials (ACM) in the former jewelry shop and adjoining flower shop, to be demolished. All observed suspect ACM was either sampled to determine asbestos content or assumed to contain asbestos_ • Terms used in this report are defined in the General Terms section located,LgAppendix A. Additional information on the classification of ACM for National Emissions Standallds Toff Haza�rdt t% • Air Pollutants (NESHAP) is also located in Appendix A. These NESHAP categories are helpfLll'ih • ••• determining the need for asbestos abatement and must be used in the NESHAP notificat'+on of• intent to renovate or demolish. „ . , 6 6•. 6 0000:0 0000 0000. •• • 0000.. 0 . • , • 0606 :6000. • — 0000.. 0000 6 0 • '6066' .666 ..666 1 P:IPROJECM0 010 01 4 0 61S rARBUGK.WPD 1-1 08/17/00 THU 11.09 FAX 305 461 8504 51'A"UC;hS wtrt,e uu* MG: Limited Asbestos Survey September 29, 1999 SECTION 2.0 BUILDING DESCRIPTION The building's exterior, was observed to be constructed primarily of concrete.block and stucco, interior walls were typically finished with wallboard or plaster; floors were finished with marble, carpet or vinyl floor tile; and ceilings were finished with drop-in ceiling tiles, or drywall. The heating, ventilation, and air-conditioning ducts were covered with fiberglass insulation. All plumbing components were located within walls or above hard ceilings. 00 • • • • •• , • •••• • • a - P:IPROJECT\00\o01 A06\STARBUCK.wPD 2-1 u6i17i00 1Hli 11:09 fAX :sus Oat 6504 Wttt,r, �IUUS EEG: Limited Asbestos Survey September 29, 1999 SECTION 3.0 METHODS AND LIMITATIONS 3.1 ASBESTOS SURVEY METHODS Each area was inspected for suspect ACM, unless otherwise noted. All observed suspect material was assigned a homogenous area number, described, and measured. All observed suspect material was either sampled or assumed to be asbestos-containing. Sampler of suspect ACM were collected using procedures established by the United States (US) Environmental Protection Agency (EPA) Code of Federal. Regulations (CFR) Title 40 Part 763 Subpart E, Asbestos-Containing Materials in Schools. 3.2 LABORATORY ANALYSIS METHODS •• ••• All samples were sent to American Asbestos Laboratories, inc. in Miami, Florida fire aia6is-Vpv f. •• •. arrival at the laboratory, the samples were logged-in*and stored for analysis, All-analyses 04f'e• ••••• performed using the polarized light microscopy (PLM) method of asbestos #detection Jsiai9• - • .... guidelines and procedures established in the Method for the Determination of Asbestos in Sulj Building Materials (EPA-600/R-93-116 July, 1993)- Ten percent of samples gre f9itinely•re-• analyzed for purposes of quality control. - •• • 3.3 LIMITATIONS •••• • This limited asbestos survey report has been prepared by EE&G in a manner consistent with 4fia1•• .•• level of care and skill ordinarily exercised by members of the profession currently arbcticYng unc fir„ ..... similar conditions. No other warranty,expressed or implied is made. The intent of thi s suVey repplt.• is to assist Ed Ghezzi architects in locating ACM- Under no circumstances is this survey to be ••••' utilized as a proposal or a project specification document without the expressed written consent • of EE&G. The survey was conducted to identify suspect ACM observed in the inspected areas only. Some ACM may not have been discovered due to inaccessibility or incomplete plans. Any suspect materials discovered subsequent to the issue of this survey report should be sampled and analyzed to determine asbestos content and to initiate appropriate responses. Analyses were carried out by PLM- While the most commonly accepted analytical method for detecting asbestos in bulls materials, PLM is known to have limited resolution and,may not detect extremely small asbestos fibers- Certain materials, notably vinyl floor tiles, may contain extremely fine asbestos fibers that are beyond the resolution of PLM, P:IPROJECT1001001406\STARSUCK-wPD 3-1 ob/17/00 THU 11:10 r'AJ �)0D 4b1 ua04 JitiriDlwa� wrrna: EEbG: Limited Asbestos,Survey September 29, 1999 EE&G's interpretations and recommendations are based upon the results of samp6 collection and analyses in compliance with environmental regulations,.quality control and assurance standards. The results, conclusions, and recommendations contained in this report pertain to conditions observed at the time of the survey. Other conditions elsewhere in the subject building($) may differ from those in the inspected/surveyed locations and, such conditions are unknown, may change over time, and have not been considered. - This report was prepared solely for the use of EE&G's client,.Ed Ghezzi Architects and is not - intended for use by third party beneficiaries. The client shall indemnify and hold EE&G harmless against any liability for any loss arising out of or relating to.reliance by any third party on any work performed thereunder, or the contents of this report. EE&G will not be held responsible for the interpretation or use by others of data developed pursuant.to the compilation of this report, nor for use of segregated portions of this report. e • • • ••.• :00.99 0000•• •••• • • • • • 0000 00.00 ' `0000 0000 � • 0000• P:IPROJECT10010014061STARBUCK.WPD 3-2 Ub/17/00 1Hli 11:10 ttLi J05 461 OD04 alANDUt't» "rrr,r, WJ uu$ EEbG: Limited Asbestos Survey September 29, 1999 SECTION 4.0 SURVEY RESULTS 4.1 ASBESTOS ANALYSIS RESULTS The results of the PLM analyses and assessment of suspect ACM are summarized in Table 1. The original laboratory report is attached as Appendix B. 4.1.1 Asbestos-containing materials Asbestos was identified in amounts greater than 1 percent in the following sampled materials. black floor tile mastic roof field membrane " roof edge flashing ' roof base flashing 4.1.2 Non asbestos-containing materials so Asbestos was not detected or was found in amounts less than or equal to 1 percept in We following •• materials_ • • ssi• • •sss � • • • • sss• sssss• `9"white VFT • 9" tan VFT • drywall system •••••.s 'ssss' • inner wall drywall *ego ••;••• 1'x2'white CT • 2'x2' drywall CT •"" exterior stucco Refer to Table 1 for the location of these materials. 4.2 ADDITIONAL OBSERVATIONS - No spray-applied fireproofing or HVAC duct mastic was observed during this inspection. P:IPROJECTl00100I 406\5TAR6UCK.wPD 4-1 08%17/00 THU 11:10 FAX 305 461 8564 STARBUCBS COFFEE 0 008 a N �, — — z z z z z — — — ¢ w R Z U � o O = o o Q d Q Q Q 0 0 C7 0 Z Z Z 0 Z Z 0 C7 a Lll o � - V Z w Q = 'A d m m z z z z z m _ c C C LO U- Z Z Z Z Z cn � ._ o ._ N ayi v°� U, to two OQ O O O cn N y O N h h O N t E N Z Z Z Z Z O N L to L X LL (n LL. •♦r••• • • • c U) Q Q Q Q Q O ••• 0000 � i i O. tp O O Z Z .Z Z Z O O • • • 0000•• 0000 tc)Q, f� N In •• • • • w Q (?J •• • N • 0 0 Z • • • • ♦ •••• 0000 • • • •• • ♦ •• • • • 0000•• CL F- A •O n O O 0000c N N N • O CV• 0000• • O O Q O N 0 O N W (Y lY 1Y •. • • • • t11 Ib 7 3 • •00• :0000. r•- Q °� Q z 0 000 • 0000.. 0 0 0000 0 •0000 00••0 X O c0 m LO co N N N m + O Q Q C? O t? O O O O m fl ti O M O O N t[7 00 d O d O O O O O O O O ¢ & t7 a 0 D o 0 Q d j 6 rYi chi cam) chi M ccl) � M M cY m w N rn rn o al a rn rn rn rn rn rn rn rn rn rn rn 0)m _ 1-- LL O a a) > v v, L rn (n n -g w av) w d 3 � Q X c w m m c > N C 6L C) Q) •C C O w r F U) O 0 N U N - O LL y p w � 7 - O. tptL LL 00 cr J y S N M v to c� t` co rn O a O C p a Q C R o 0 0 0 o 0 0 0 0 o Z j Q c }- a m 7- 11 a v) � n ~ o ¢ it0 � tt t' p = QGu. LL u. m ZZ > 0 -1 08/17/00 THU 11:10 FAX 305 461 8564 STARBUCKS COFFEE 0009 EEbG= Limited Asbestos Survey September 29 1999 SECTION 5.0 RECOMMENDATIONS 5.1 RECOMMENDATIONS FOR REGULATED ACM (RAC M) None of the sampled materials were identified as RACM. 5.2 RECOMMENDATIONS FOR CATEGORY I NONFRIABLE ACM Category I Nonfriable ACM exsists in the surveyed area as black floor the mastic and roof materials. These materials must be removed prior to any activities that would release asbestos fibers.from these materials. Specifically, any renovation or demolition activity that will crush, abrade,pulverize,or dissolve the matiik of these materials must be performed by a Florida-licensed Asbestos Contractor. • 00.000 0 0 . 0 . 0 0 .. The Category I -nonfriable ACM is in good condition and not likely to becomq fTLIble dtvk4 00000" demolition. According to the 40 CFR 61.145 section(c):part(i),Category I materials do not require.• removal prior to demolition of the building, but the materials must not be subjected to abradtngo •"' grinding, sanding or be pulverized (reduced to powder)during the process of deri�Mion. If thest ' materials become friable during demolition,then the demolition must cease and the materials Ctisf. be removed and disposed of by a state of Florida-licensed asbestos abatement contractor. If these 00 materials can remain intact during renovation or demolition, then no other spedibt•handlin required for these materials. • ' 0000 000000 _ 5.3 RECOMMENDATIONS FOR CATEGORY 11 NONFRIABLE ACM :*Soo* 00900 • 00:000 None of the sampled materials were identified as Category It Nonfriable ACM. •• '000 ••00• 5.4 GENERAL RECOMMENDATIONS 0 Based on the results of this survey, EE&G has the following general recommendations: • Category t ACM exits in these areas as floor the mastic and roof material. Demolition of these areas must be conducted using wet methods if the Category I is left in-place during demolition activities. If during demolition the material becomes friable, work must cease and the ACM must be removed using abatement techniques as described in 29 CFR (OSHA regulations) by a state of .Florida licensed asbestos abatement contractor_ Alternatively, the ACM may be removed prior to demolition by a state oJFlorida licensed asbestos abatement contractor. Once the ACM is removed the designated portions of the building may be demolished using standard demolition techniques. P:IPROJEC'n00\001406\STARBUCK.wPD 5-1 08/17/00 THU 11:11 FAX 305 461 8564 STARBUCKS COFFEE LO010 EEbG Limited Asbestos Survey September 29. 1999 General Recommendations -Continued • EE&G suggests that the contractor review the procedures outlined in the EPA's"A Guide to Norinal Demolition Practices Under the Asbestos NESHAP'or discuss the demolition methods with the local regulatory agency. If the designated portions of the building are to be demolished with the nonfriabte Category I and Category 11 nonfriable ACM in-place, the demolition contractor is responsible for their proper handling. The contractor should also obtain prior approval from the landfill operators to dispose of the asbestos-containing materials as ordinary construction debris before hauling the debris to the landfill. Miami-Dade County Department of Environmental Resource Management(DERM) requires notification of intent to renovate or demolish. Notification must be sent at feast 10 working days prior to the start of any construction activities. The general • • contractor should also keep a copy of this survey at the construction site during the entire construction project as proof of compliance with 40 CFR 41•(VIESHAP)�•• • •' • • • '0000' goes* 00 00 0000 0000 - 90 • 0 • 0000.. 0000 • • • '0000 0000.• . • 0000 0000: 0000 • • 0000 • • 00.0 0000• • ' P:\PROJECT\00\001406\STARBUCK.WPO 5-2 08i17/00 THU 11:11 FAX 305 461 8564 STARBUCKS COFFEE [A 011 . - I ,i EEG: Limited Asbestos Survey September 29, 1999 _ SECTION 6.0 SIGNATURE PAGE Submitted by: Kevin DuBart Project Manager • • Re 'ewed b �' • •••• • .. . •... .... R, ark-Gnipen 10 • Zal Senior Staff Profess �••• ••••;• • Reviewed by: _ • ' Daniel J. Cottre Ph.D., P.G. • Licensed Asbestos Consultant (License#DD0000010) Senior Technical Advisor, EE&G L P:\PROJECT\00\001406\STAR6UCK.WPO 6-1 08/17%00 THU 11:11 FAX 305 461 8564 STARBUCKS COFFEE EEW Limited Asbestos Survey September 29, 1999 APPENDIX A l GENERAL TERMS: TYPES OF ASBESTOS-CONTAINING MATERIALS TYPES OF ASBESTOS-CONTAINING ROOFING MATERIALS NESHAP CATEGORIES FOR ACM • 0000.. . . . 0000 •... . • .. 0000 0000 0 00 0 .. . 0 . • .000.0 to • 000.• •0000 0 0 0000.. • 0000 • • • • 0 0 0 0 � 00000 • 0 0 • • • 0000• 0000 0000 • • 000• •0:0.0 • • • • ` 0000 0 •0000 • � _.. •000• l P:IPROJECTl0 010 0 1 4 0 615TARBUCK.WP D 08/17/00 THU 11:11 FAX 305 461 8564 STARBUCKS_ COFFEE vi EEG: Limited Asbestos Survey. September 29, 1999 TYPES OF ASBESTOS-CONTAINING MATERIALS Asbestos-Containing Material (ACM) Asbestos-containing materials, as defined by National Emission Standards for Hazardous Air Pollutants (NESHAP), are materials that have an asbestos content of greater than 1 percent. Friable Material Material that can be crumbled or reduced to a powder using normal hand pressure. Nonfriable material is too hard to be crumbled or reduced to a powder without the use of tools. Nonfriable materials may become friable if abraded or broken. Su%2ect Materials- ' .._. 6666.. . . . There are three broad classes that define suspect, asbestos-containing mater0lsMese ace:2) •• • surfacing material, 2)thermal system insulation, and 3) miscellaneous material.',NrAterials 4st •••• • fit the description of these materials(as described below)are suspected to contain asbestol, unf • • 6666 6666 sampled and analyzed. •• • • Surfacing Material-Materials applied by spray or trowel are classified as su>faei1v materials. Asbestos was used in a variety of surfacing materials• gr.fireprodrag, •• acoustic dampening, condensation control, and decorative pur¢oses: Surfasis ••*••• materials that contain asbestos usually occur as fireproofing•-one steel-frame •• 6900 members, textured ceilings, or acoustic plaster ceilings. . • 0 0 • •6966• 9666 • e • • •66 •666• • Thermal System Insulation (TSi) Material - Chill water, hot water, end seam 6 generating mechanical systems are frequently insulated with mater—IM that contain .6:00' asbestos. Pipes may be insulated with a nonasbestos-containing material, but have mastic or plastered joints that contain asbestos. insulation materials that contain asbestos are generally found in boiler rooms and chiller rooms, in pipe chases in walls, in pipe runs above suspended ceilings, or in cra:Nl spaces under buildings. insulation covered with an undamaged jacket or wrap is classified as nonfriable. Adhesives used to hold insulation in place or provide an airtight seal are also nonfriable materials. Most other types of thermal insulation are friable. • Miscellaneous Material-Miscellaneous building materials are materials which are used for finishing of interior-spaces, or adhesive materials applied to building materials and roofs. These materials have been manufactured with asbestos for strength enhancement,fire retardation,condensation control,acoustical dampening, or corrosion 'resistance. The most common type of friable miscellaneous material is ceiling tile. Most other miscellaneous materials are nonfriable materials such as vinyl floor tile, adhesives. and cementitious panels (TransiteT"'). P:\PROJECTN001o01406\STARRUCK.WPO A-1 08/11%00 THU 11:12 FAX 305 461 8564 STARBUCHS COFFEE 1pJ014 MG: Limited Asbestos Survey September 29, 1999 TYPES OF ASBESTOS-CONTAINING ROOFING MATERIALS (ACRM) Field Membrane This area is usually the predominant part of any roof deck and is comprised of all nonflashed areas and is applied directly to the roof substrate over an intermediate insulating layer. It usually consists of altemating layers of rolled-out felts and hot tar, topped with more hot tar to waterseal, and gravel. The asbestos, if found, is in one or more of the layers of tar or may be in the felts themselves. Edge Flashing This component consists of a cold bull/pitch applied to the substrate around the perimeter of a flat roof deck. An additional 8" - 12" of felt is applied to the bull/pitch to seal the edge of the roof- substrate before a 4"-6"piece of metal drip guard is placed over these materials to counterflash and protect against wind and rain. The field membrane felts are then blended in w4b1be inner edge to conform with the rest of the roof. The asbestos, if found,is in the layers of bull/A1telh, tar, or rr y •• ' be in the flashing felts themselves. •"' Wall Base/Parapet Flashing % This component consists of a cold bull/pitch applied to the roof substrate, adjoining wall tsage,.' •...•• fan/vent, scupper trough, hatch, chimney, or raised parapet wall. An additional 121;e- 48" of.felt• • (often painted silver) is applied to the bull/pitch to seal the edges of the roof sub!Arate.«uall(srvr the side or top of the concrete parapet wall. The field membrane felts are then blended in with the inner edge to conform with the rest of the roof. The asbestos, if found, is in the layers of bull/pircv ;•• tar, or may be in the flashing felts themselves. ..... Roof Fixture Flashing • This component consists of a cold bull/pitch applied to the roof substrate around any of the - following fixtures: roof drain, vent-thru-roof stack(VTR), pitch pan, gooseneck vents, mechanical equipment supports, or any other roof penetration. An additional sheet of metal counterflashing (extending 4" - 24" from the center} is applied to the bulllpitch to seal the edges to the roof substrate. The field membrane felts are placed over up to the fixture sides to conform with the rest of the roof.The asbestos, if found, is in the layers of bull/pitch, tar, or may be in the flashing felts themselves. P:IPROJECT10010014061STARSUCK_WPD A-2 08/17/00 THU 11:12 FAX 305 461 8564 STARBUCBS COFFEE 10015 EEbG: Limited Asbestos Survey September 29, 1999 NESHAP CATEGORIES FOR ACM l Regulated ACM (RACM) All ACM that is friable or likely to become friable during renovation or demolition activities is considered to be RACM. These materials must be removed from buildings prior to renovation or demolition activities that will disturb them. Category I Nonfriable ACM Resilient flooring, such as vinyl floor file and rolled vinyl sheeting, valve packings and gaskets, and _ asphalt(bituminous)roofing materials are all classified as Category I Nonfriable materials. If these materials are in good condition, they are not likely to become friable during demolition, and therefore, may remain in place for demolition. However, these materials must be removed prior •. ••Y to renovations if the renovation involves alteration that would render them friable.... • • • • • •• • • Category If Nonfriable ACM •• • Category 11 materials are all other nonfriable materials that are not classifred.as CategoN ll! ••!•• Asbestos cement products and plaster are the most common types of Category 11441: ials. Most Category-I[ materials are likely to become friable during demolition, and therefore, must tom,' •••• • removed prior to demolition. These materials must be removed prior to renorvations if Me •. 00960 ...... renovation involves alteration that would render them friable. P•1PROJECT1001001406\STARSUCK.WPD A-3 08/17/00 THU 11:13 FAX 305 461 8564 STARBUCKS COFFEE wi016 MEW Limited Asbestos Survey September 29, 1999 APPENDIX B LABORATORY ANALYSIS REPORT PLM RESULTS •• R • •f•• •�•• P:IPROJECT10 010 0 1 4 0 61STARSUCK.WP0 08/17/00 THU 11:13 FAX 305 461 8564 STARBUCKS COFFEE w1uti AAL September 29, 1999 10:21 Amcricvn Asbestaa Laboratories _.. REPORT SENT ED M. GHEZZI, P.A. ARCHITECTS PREPARED AAL TO: 9595 N. KENDALL, SUITE 101 BY: Asbestos Department MIAMI, FL 33176 99 SE 5th Street MARK GHEZZI Fourth Floor 305-596-3800 Miami, FL 33131 NVLAP Code 101775 _ Thank you for your business. (305) 374-8300 Analysis- Polarized Light Microscopy (PLM) with dispersion staining techniques according to the. United States (US) Environmental Protection Agency (EPA) "Method for the Determirptian of Asbestos in Bulk Building Materials," EPA/600/R-93-116, ha y;V93. •..' Sample Type - BULK Date in : ,Sept�tnber'23,119 •••••• #Of Samples : 30 Date out : ;8gpt*nber 29, 1999 • Collected by : .K.D.• •• •••••• Delivery by : K." • Work Order# M909062 Received.by : XIA ` •••••• "`"' EE&G Project# : 0301001406 00 ' Project FORMER TEWL-I.RY & FLORAL SHOPS • •••• • goes* Analyzed By: Dominick M. Dercole -- Michael A. Wacker Khandaker I. Anam Authorized Signature Due to the small size of asbestos fibers associated with vinyl floor tiles, TEM.analysis is reCvmmended for 311 floor ti containing <1% or no detectable asbestos by visual estimation. This report,may not be reproduced except in full, without the written approval of AAL. AAL will not be held responsible for the use of its reports !;stied in part to third parties or authorized agents of the client. This report shall not be used by the Client to claim product endorsement by NVLAP nor any agency of the United - states Government. All NVLAP reports displaying NVLAP logo must have at least one signature to be valid. The following analytical results presented in this report pertain only to the samples analyzed. American Asbestos Laboratories assumes no responsibility for whether the samples accurately represent the material in question. . 06/17/00 THU 11:13 FAX 305 461 6504 s'1'Axlfutha turret G ute z o � N �M F P F 1� '�r 9. 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Cd oc • • • • : 5- WJ F aG0 a a a cya W v� .°Ca .mi `a cZ • •••••• •••••• < U U U V w W w • •• •••• • • a E° 0 0 0 w w �5 •••.•• ..:••• ¢E14 zgqyg ....• . ¢> o UU • ab-4 ON N 3 NN N WW, a CA mm uo U U p� ►'� z vrqi in D H F Z •o AO z o H 3 < < a a a WF=, o o A u u x a a m a W y N y �' Z z z X V a H U � ZW vs U a. 3 a U ¢ m U < m Q s C4 C� 6 U < Ca o o 0 0 0 0 0 0 0 0 0 08/17100 THU 11:14 FAX 305 461 8564 STARBUCHS COFFEE 10020 m JR o Z a o o d o 0 0 2j a > M O r z c o 1 } m co = D o. Z a - z � s 1 t� 6 �• r m N w N N Q F F F W O O O O O O a V sx a U y z o, w = 0 0 3 a F y = .E c/a 10 0 O ° P. a a _ E a , CIO 1 PO E �- Q s o � < G 4 4 vi : _ O "' 0 O 1 [Fq lA w1 I vF7 I C� N d L � m d cn a aC �E 0 •L JG • • • •••• c —y as i� • N ••���• ••.•••U U �•"• • •• 1 • N N Qq p QQ� Qp. Q, • - D 1 Z • •• • K U I • • • • U .Q • • • a m • •• •• • Q m • •• gip•• ••.• •.•.••� U c> (� i i ••.• t , �•..•• r H • • .... < CS tea*: . H fS� O O O O O II' w 0 0 ••..•. !�!''•• d N o � • O O O O • .gyp•• s g Q•1•°•• O O O O O . • eei •?n 3 sc • 0000 �.1•• L.' OV • _ ; N e L U b i W z a e; N < m v �. a < m `—' ., D R q AO 7_ H x s < 22 E•_•t O [] W W [L �T.,' l2. m fa m � h Q � 1 hbl p .y., y q 5 > c�m c� $ V Q r m � . o w 4. p w • O O O R 2 m � zn 08/17/00 THU 11.14 FAX 305 461 8564 STARBUCKS COFFEE lij021 i EEbG: Limited Asbestos Survey September 29, 1999, APPENDIX C FIELD DIAGRAM(S) to • .. . .... .... .... • • 60.60 • 6666 6666 •••• • • 6666. P:IPROJE CT1001001406\STARBUCK.WPD U6/17/00 Tl1U 11:15 fAX 305 461 6,504 S'fA"UChS CUtTLE WJU2L r_ J V � Q 1 � J2 A L u d A u u I - H � O (/] N d W W C U Q' Y � Q M 00 W J V f v Q Z Iv ool N W ma � Z d J Old X N *00 IN co •••••• W • • • • • ti •• • Ln • • • • • • • y , • J • K • (n QWQ � N • • Q r(Z MM W`W W � y CN U to Ul W 08/17/00 THU 11:15 FAX 305 461 8564 STARBUCKS COFFEE WJ 0 1 EEbG- Limited Asbestos Survey September 29; 1999 APPENDIX D L CERTIFICATES • w • t i P:IPROJECT001001 a 061STARBUCK.WPD Vv/11/VV 111V 11.1V krtwx VVV •!V1 vvl ll.a. W_j VrY } 0 G 1O O O ti C 3 C) v spy pa, v L.- b -r o U � o as � e,4 o � oO'� ° a, Q F-1 ro al Cl -M cu �..t ar U y C Q) A U 0 � � tm o o cd V 0 Q) W Z3 V u v� d o Q G1 O •....Q v d p � +- O b S •••s•• ••CU ••• • •••• ••o• • Wcff O O ••o• e•• � M • • g•e• ►�/� •••• • W n! }+�1 's••e' +••• • V • CL _ t� U ••••• ••• �•, + 4-j � Z w i •wsQ j•••• 7 w v � • • C*l Q • • cu t vi •••• eo•• • • vii • M o N �. CU O `' U ° c C, ` w m � � U -o 0 N ti�1 c jM o -TQ 2 O (U O ro 00 sn v� U • O CL Q Z 08/17/00 TRU 11:15 F•AJ JU5 461 8564 STARHUCKS COFFEE *luza YAU N A f� 1 �'• r A...A� . u1 t C..T : P4 all 7 Al ' I! .fir '', ••C I` �.Ct ' YWL/Y. , f �,�,:: a ��h'�.'• .... `t..,,Lila-•.•7:- ` - R '�JCa tt4�V_'•al'n 00.000 • • • �C / •• • Jill : ` �rd' '` • • • 0000 J{cK' .k' • 0 • • • �, ti o. • • • • :; s � • \•: � G�';�''�'�� 0000• 0000• •• f • • I rl i 00.0 000000 �.., • • \'I .•""q§4 ,.� .K- >h!- s 0000•• o••••: �� \ ' t k • • ••••p• 0000 • • • • _ ►tl.:..`::1 s 1�t� L�$jtFF''Qy, L • -r� • • • • • • • • • • •••• ••••• ••• •••• f J _ O oLLQ4 W o 7 N V 1}4.r%1 11 q C% t N 00 ' 00k-. . , y,10 r•••• • • • KI ,,1 y d J ••44••• •i- • • • N - 0 .,A,J ,P N n np IL -is PO ��••••• : CL:• $• Q I P lP IA O h a • • • • • • 4 � UMW • � � ' • • • a o��1 O sl IVo0�� a ,f 50� � VS.L H a, r +�N 1,N0 000M �O �1,f'�1110b Ma1M,"10M SeS J\ LL Q d p s 1n cq = w9 . ° o 4. 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O W = � yF- W F- O U' 0 x Z • • ••�- Lj• : ..•` ` o LO.• r•- Q = W z ; - CC$ W W IL D a, • • RJ`{� • Via.•• :•0'•, N ►� O O LL. � I.- v � .Y� =m •• ••.1.• ` .. ++� yy� QQ �p n 4, H O F- F Z co �a O0 U Zo J Z or_ C01 ,Q£ �c5 fcsc'Sc GLi d ZOa s OJ M WO Q jj zo • • • • Y • • • • �O f.y I• ¢ O U' C ox UW U _ CC a C • i -�• y-_._•,._:. �.. . . .... '_.._.a.. . _ _ cG 00 o. • ♦i�i S / Y S W ,. em �i 0 V O y W W Z m Co E I Z • O Z at ZZ W f/] O J W i— W v1— 0.'o X A bio Lo �t Q .. ._......._.-_ ,a r L& Q • • r• •• • • • O • U A • •• • • •••••' ••• _ W U ° Cd ' • • •.• �I ! 2 i 0, 0 • i ii • ii iiii V � • w •.! fl r 'r i f�':ii ••• i•M••Q .. +.. fr i / rr/ ✓/ '• • i iiii• �/�/� i . .. iiii : • i i i . • • iiii .... i i U V r� � co . � � ii6•i� i+ � ..� 2 4 . . . Ir � S ^'"'( b, v C CD UJ 1 V 1 v $ r I M �V •• ry�.!'�,�4�'�'�#*�' X61 S Title: Job# Dsgnr: Date: Description Scope: LPa General Footing Analysis & Design ge 1 Description Property Line footing General Information Allowable Soil Bearing 5,000.0 psf Dimensions... Short Term Increase 1.000 Width along X-X Axis 3.500 ft Base Pedestal Height 0.000 in Length along Y-Y Axis 1.000 ft Seismic Zone 0 Footing Thickness 12.00 in Overburden Weight 160.00 psf Col Dim. Along X-X Axis 8.00 in Live&Short NOT Combined Col Dim. Along Y-Y Axis 12.00 in fc 3,000.0 psi •• ••• Fy 60,000.0 psi Min Steel 0.0014 Concrete Weight 145.00 pcf . Depth to Rebar ; .300 M .... .... . Loads 0 • •• : Applied Vertical Load... % Dead Load 0.910 k ...ecc along X-X Axis :19.00 in Live Load k ...ecc along Y-Y Axis 0.0M in : . Short Term Load 2.760 k •0600 00:'0' Creates Rotation about Y-Y Axis Creates Rotatiort aboutX-X Ak .6 000000 Applied Moments... (pressures @ left&right) (pressures glop Pbot) 0 • Dead Load k-ft .k-ft ..•.•" �•••• Live Load k-ft 04-1400 •••• ' • Short Term k-ft :k-ft : •••• •.••' Creates Rotation about Y-Y Axis Creates Rotation about*(-X Axis••• : : Applied Shears... (pressures @ left&right) (pressures Qtop &bot) 00606 Dead Load k k Live Load k k Short Term k k Summary Footing Design OK 3.50ft x 1.00ft Footing, 12.Oin Thick, w/Column Support 8.00 x 12.00in x O.Oin high DL+LL DL+LL+ST Actual Allowable Max Soil Pressure 1,200.6 4,840.0 psf Max Mu 0.457 k-ft Allowable 5,000.0 5,000.0 psf Required Steel Area 0.013 in2 "X' Ecc, of Resultant 7.823 in 13.169 in 'Y Ecc, of Resultant 0.000 in 0.000 in Shear Stresses.... Vu Vn ` Phi 1-Way 3.541 93.113 psi X-X Min. Stability Ratio o Overturning 1.500 :1 2-Way 5.313 186.226 psi Y-Y Min. Stability Ratio o Overturning 4 �� t?p. cf. �Y (c)1983-98 ENERCALC c:\enercalc\starbucks.ecw:Calculations KW-060621,Ver .6,15-Jul-1998,Win32 Title: Job# Dsgnr: Date: Description Scope: General Footing Analysis & Design Page 2 Description Property Line footing Footing Design Shear Forces ACI 9-1 ACI 9-2 ACI 9-3 Vn*Phi Two-Way Shear 1.29 psi 4.62 psi 5.31 psi 186.23 psi One-Way Shears... Vu @ Left 0.00 psi 0.00 psi. 0.00 psi 93.11 psi Vu @ Right -0.04 psi -2.22 psi -3.54 psi 93.11 psi Vu @ Top 0.00 psi 0.00 psi 0.00 psi 93.11 psi Vu @ Bottom. 0.00 psi 0.00 psi 0.00 psi 93.11 psi •• ••• Moments ACI 9-1 ACI 9-2 ACI 9-3 Ru/Phi As Re ' •..• Mu @ Left -0.20 k-ft -0.23 k-ft -0.46 k-ft 6.3 psi : -0.-IQ jgZ*per ft .... Mu @ Right 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.0 psi •• 0.Q1 i4% per ft Mu @ Top 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.0 psi • 0.011rlZ'per ft•...•• Mu @ Bottom 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.0 psi •• 0.01 iri2 per ft • Soil Pressure Summary :•• •• •... Service Load Soil Pressures Left Right Top •••• Bottom.... • DL+ LL 0.00 1,200.58 565.00 565'.00{&1 •••••• DL+ LL+ ST 0.00 4,839.98 1,353.57 •. 1,353.57 psf Factored Load Soil Pressures • ACI Eq. 9-1 0.00 1,680.81 791.00 1...... 791.V�sf • ACI Eq. 9-2 0.00 5,716.42 1,598.68 ;1,598&psf. 0����; ACI Eq. 9-3 0.00 6,775.98 1,895.00 "" 1,895.dYpsf •�;..•, ACI Factors (per ACI, applied internally to entered loads) ACI 9-1 &9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7"1.4" Factor 1.400 ACI 9-1 &9-2 LL 1.700 ACI 9-3 Dead Load Factor 1.400 UBC 1921.2.7"0.9" Factor 0.900 ACI 9-1 &9-2 ST 1.700 ACI 9-3 Short Term Factor 1.400 ....seismic= ST*: 1.100 �v (c)1983-98 ENERCALC c:\enercalc\starbucks.ecw:Calculations KW-060621,Ver5.0.6,15-Jul-1998,Win32 :i is CALCULATIONS FOR THE STARBUCKS COFFEE ...... . . . . . . . .... .. . . . .... .... . . . .... ...... AT ' ...... .... . . SUNSET DRIVE & 58" AVENUE SOUTH MIAMI FLORIDA Eric Colville, P.E #, . � �� o a� f.0 ` _ I Y COLVILLE & HODGETTS, INC. JOB: PAGE: �� �� hS E 5901 S.W. 74 STREET SUITE 200 SCOPE: MIAMI, FLORIDA 33143 NUMBER: (305) 663-8885 DSNGR: DATE: 'J/S Uf CA r i . i PAGE: Z S COLVILLE & HODGETTS, INC. JOB: 5901 S.W. 74 STREET SUITE 200 SCOPE: MIAMI, FLORIDA 33143 NUMBER: (305) 663-8885 DSNGR: )�'-L DATE: 'A' 00 000 X11 � C �i v ! .� l t ``! <w...0 �. ` •.�/i ••• 0000 1 D S ... 1 0000 00 0 0.0 000000 •0• 0000•• • . ice- - 1 > ► •v L , 'A 1 ....• .... . . xv �)\S 0000 0000 • • 0 0000• 0 �. d o f'�- PAGE: 3 } COLVILLE & HODGETTS, , INC. JOB: 5901 S.W. 74 STREET SUITE 200 SCOPE: MIAMI, FLORIDA 33143 NUMBER: (305) 663-8885 DSNGR: YyG DATE: 0.04141'. • • •••• qD !, ...... ... . . • • .••.• 0 00000 0000 ... , ..•.• C��� lam. '•'�.�.;,iv. (.� "► a COLVILLE & FiODGETTS, INC. JOB:. PAGE �- J 10� � S 5901 S.W. 74 STREET SUITE 200 SCOPE: MIAMI, FLORIDA 33143 NUMBER: (305) 663-8885 DSNGR: G DATE: t 1 S8 U� �� ��� I � / (!�yC1f I L 6 �,..1 �' 4 rr / • • • • • • b /1 •.w• ...... •• 064 0 4D L �.� IPAGE: COLVILLE & HODGETTS, INC. JOB:LJ 5901 S.W. 74 STREET SUITE 200 SCOPE: MIAMI, FLORIDA 33143 NUMBER: (305) 663-8885 DSNGR: f�G DATE: c� � 2pe- •• • •• • •••• • • • • Joe, 0 • • • P U A ' h l Title: Job# Dsgnr: Date: Description Scope: R.., 50MOI Multi-Span Concrete Beam Page 1 Description Roof Beam - Line C General information Fy 60,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor 1.40 fc 3,000.0 psi Stirrup Fy 60,000.0 psi ACI Live Load Factor 1.70 Concrete Member Information Description 1 2 3 Span ft 15.50 14.50 16.00 Beam Width in 8.00 8.00 8.00 Beam Depth in 18.00 18.00 18.00 End Fixity Pin-Pin Pin-Pin Pin-Pin Reinf:Center Area 1.20in2 1.20in2 1.20in2 . ' Bar Depth 15.50in 15.50in 15.50in • • • Left Area 1.20in2 1.20in2 1.20in2 •••••• • • -• Bar Depth 2.50in 2.50in 2.50in • • • • • • • • • 0000 •• • Right Area 1.20in2 1.20in2 1.20in2 . • • •••••• Bar Depth 2.50in 2.50in 2.501n o• • •00000 • Loads •••' " ' Using Live Load This Span?? Yes Yes Yes • • • • Dead Load k/ft 1.260 1.260 1.260 • • • •. • •• 0000•• Live Load k/ft 0.480 0.480 0.480 • 0000 0000 • Results Beam OK Beam OK Beam OK • • •'•' *0 00 • Mmax @ Cntr k-ft 51.25 7.99 54.56 ' ' • 0000 0000•• @ X= ft 6.30 7.15 9.49 • 0 • • Mn'Phi k-ft 74.15 74.15 74.15 0'000• 0000 • • ' • 0000 +0000 Max @ Left End k-ft I 0.00 -57.87 -61.79 • • • ' Mn`Phi k-ft 74.15 74.15 74.15 00000 • Max @ Right End k-ft l -57.87 -61.79 0.00 0 Mn`Phi k-ft 74.15 74.15 74.15 Bending OK Bending OK Bending OK Shear @ Left k 16.26 18.43 24.50 Shear @ Right k 23.73 18.98 16.78 Reactions& Deflections DL @ Left k 7.94 20.59 21.23 LL @ Left k 3.03 7.84 8.09 Total @ Left k 10.97 28.44 29.32 DL @ Right k 20.59 21.23 8.19 LL @ Right k 7.84 8.09 3.12 Total @ Right k 28.44 29.32 11.32 Max.Deflection in -0.239 0.029 -0.276 @x= ft 7.03 11.50 8.75 Inertia:Effective in4 1,696.44 1,683.49 1,660.86 Shear Stirrups Stirrup Rebar Area in2 0.220 0.220 0.220 Spacing @ Left in 7.75 7.75 7.75 Spacing @.2'L in 7.75 7.75 7.75 Spacing @.4'L in Not Req'd Not Req'd 7.75 Spacing @.6'L in 7.75 Not Req'd Not Req'd Spacing @.8'L in 7.75 7.75 7.75 Spacing @ Right in 7.75 7.75 7.75 (c)1983-98 ENERCALC c:\enercalc\starbucks.ecw:Calculations KW-060621,Ver 5.0.6,15-Jul-1 998,Win32 PAGE: & HODGETTS INC. COLVILLE , 5901 S.W. 74 STREET SUITE 200 SCOPE: MIAMI, FLORIDA 33143 NUMBER: , (305) 663-8885 DSNGR: DATE: : o . . .... ...... l Title: Job# Dsgnr: Date: Description: r Scope: �G Fey 506M 1 Multi-Span Concrete Beam ;••;•; P4be Z 0000 .. Description Roof Beam - Line B •• of • •••••• . 0000 0000 General Information Fy 60,000.0 psi Spans Considered Continuous Over Supports ACI.Dead Load Factor•..• 1.4p..... fc 3,000.0 psi Stirrup Fy 60,000.0 psi ACI Wvg•Lpad Factor ... 1.70 .' concrete Member Information "" •• Description 1 2 3 . *foe :0000: Span ft 15.00 15.00 15.50 • ' 0 0 0000.. 0000 . . Beam Width in 8.00 8.00 8.00 • ' 0000 0 0:00 Beam Depth in 18.00 18.00 18.00 000000 '0000 End Fixity Pin-Pin Pin-Pin Pin-Pin 0 ••;•.• Reinf:Center Area 1.20in2 1.20in2 1.20in2 • Bar Depth- 15.50in 15.50in 15.50in Left Area 1.20in2 1.20in2 1.20in2 Bar Depth 2.50in 2.50in 2.50in Right Area 1.20in2 1.20irQ 1.20in2 Bar Depth 2.50in 2.50in 2.50in - Loads Using Live Load This Span?? Yes Yes Yes Dead Load k/ft 1.730 1.250 1.250 Live Load k/ft 0.510 0.510 0.510 Point#1 DL k 4.700 LL k 1.500 @ X ft 0.000 1.500 0.000 Results Beam OK Beam OK Beam OK Mmax @ Cntr k-ft 59.38 12.98 50.89 @ X= ft 6.00 7.50 9.30 Mn*Phi k-ft 74.15 74.15 74.15 Max @ Left End k-ft 0.00 -73.56 -61.38 Mn*Phi k-ft 74.15 74.15 . 74.15 Max @ Right End k-ft -73.56 -61.38 0.00 Mn*Phi k-ft 74.15 74.15 74.15 Bending OK Bending OK Bending OK Shear @ Left k 19.76 28.66 24.24 Shear @ Right k 29.57 19.73 16.32 Reactions & Deflections DL @ Left k 10.46 29.69 20.80 LL @ Left k 3.01 9.80 8.74 Total @ Left k 13.47 39.49 29.54 DL @ Right k 29.69 20.80 7.83 LL @ Right k 9.80 8.74 3.15 Total @ Right k 39.49 29.54 10.98 Max.Deflection in -0.265 0.019 -0.238 @ X= ft 6.70 2.10 8.58 Inertia:Effective in4 1,642.19 1,617.25 1,664.55 Shear Stirrups Stirrup Rebar Area in2 0.220 0.220 0.220 Spacing @ Left in 7.75 3.88 7.75 Spacing @.2*L in 7.75 7.75 7.75 Spacing @ .4*L in Not Req'd Not Req'd 7.75 Spacing @.6*L in 7.75 Not Req'd Not Req'd Spacing @.8*L in 7.75 7.75 7.75 Spacing @ Right in 3.88 7.75 7.75 (c)1983-98 ENERCALC c:\enercalc\starbucks.ecw:Calculations KW-060621,Ver5.0.6,15-Jul-1998,Win32 ~ COLVILLE & HODGETTS, INC. JOB: �� v Ls PAGE: 5901 S.W. 74 STREET SUITE 200 SCOPE: MIAMI, FLORIDA 33143 NUMBER: (305) 663-8885 DSNGR: G �..�•� DATE: ; cc, .. . .... .... l5 . .... ...... = k 4 Cl�l a 1 � , J v i Title: Job# Dsgnr: Date: Description Scope lw: wool •....• • •• Multi-Span Concrete Beam Pafle I Description Second floor Beam - Line C " ' '��� ••� . . . .... .... General Information ' Fy 60,000.0 psi Spans Considered Continuous Over Supports AC Dead Load Facer• �' 1.40...... fc 3,000.0 psi Stirrup Fy 60,000.0 psi. ACI Live egad Factor.... 1.70 .' Concrete Member Information •••• Description 1 2 3 - . .... ...... Span ft 15.50 14.50 16.00 ' ' ' ...... .... . . Beam Width in 8.00 8.00 8.00 • ' Beam Depth in 26.00 26.00 26.00 •.000• '....• End Fixity Pin-Pin Pin-Pin Pin-Pin •.i..' Reinf:Center Area 1.20in2 1.20in2 1.20in2 • Bar Depth 23.00in 23.00in 23.00in Left Area 1.20in2 1.20•m2 1.20in2 Bar Depth 2.50in 3.00in 3.00in Right Area 1.20in2 1.20in2 1.20in2 Bar Depth 2.W in 3.00in 3.00in Loads Using Live Load This Span?? Yes Yes Yes Dead Load k/ft 1.500 1.800 1.500 Live Load k/ft 0.800 0.800 0.800 Results Beam OK Beam OK Beam OK Mmax @ Cntr k-ft 66.98 17.48 71.46 @ X= ft 6.20 7.15 9.60 Mn*Phi k-ft 114.64 114.64 114.64 Max @ Left End k-ft 0.00 -81.93 -87.09 Mn*Phi k-ft 117.34 114.64 114.64 Max @ Right End k-ft -81.93 -87.09 0.00 Mn*Phi k-ft 117.34 114.64 114.64 Bending OK Bending OK Bending OK Shear @ Left k 21.53 27.77 33.12 Shear @ Right k ,32.10 28.49 22.24 Reactions & Deflections DL @ Left k 9.26 26.89 27.64 LL @ Left k 5.04 13.07 13.48 Total @ Left k 14.30 39.97 41.12 DL @ Right k 26.89 27.64 9.57 LL @ Right k 13.07 13.48 5.20 Total @ Right k 39.97 41.12 14.77 Max.Deflection in -0.088 0.008 -0.117 @ X= ft 6.92 12.47 8.85 Inertia:Effective in4 5,788.29 5,193.16 4,954.88 Shear Stirrups Stirrup Rebar Area in2 0.220 0.220 0.220 Spacing @ Left in 11.75 11.50 11.50 Spacing @.2*L in 11.75 11.50 11.50 Spacing @.4*L in Not Req'd Not Req'd 11.50 Spacing @.6*L in 11.75 Not Req'd Not Req'd Spacing @.8*L in 11.75 11.50 11.50 Spacing @ Right in 11.75 11.50 11.50 (c)1983-98 ENERCALC c:\enercalc\starbucks.ecw:Calculations KW-060621,Ver 5.0.6,15-Jul-1998,Win32 - COLVILLE & HODGETTS, INC. JOB: �f Y�v v YES PAGE 5901 S.W. 74 STREET SUITE 200 SCOPE: MIAMI, FLORIDA 33143 NUMBER: (305) 663-8885 DSNGR: DATE: ; ('� ,� �0. rn �•• • 0000 0000•• • ••s• 0000 1 \� \\ �• •• •• • . : •00 0.0000 J 000 ••0• 0 4V • . 0000 000000 0000 0000.• 'V 4 000000 �P•• 0 � 06600• 2 D , 0000 ••• 0.00. N � _ I 11 y \� tl PAGE: COLVILLE & HODGETTS, INC. JOB. 5901 S.W. 74 STREET SUITE 200 SCOPE: MIAMI, FLORIDA 33143 NUMBER: • (305) 663-8885 DSNGR: rzi DATE: ; '1 • v- �, U • . . .. . ..... °�'C 565 y �a�i� � •....• •.. .• • t / / I t 5 l �c-'fv Ott F � �n J J �f r,,� v G v Y✓� ci - L 6 a Y rJ� c3vw S � �Cn � r Title: Job# " Dsgnr: Date: Description Scope ILI,) 6ec wuxn ••.•.• • r Multi-Span Concrete Beam � � � Pa9��� . •o . Description Second floor Beam - Line D " ' see* •.•.•• • of General Information ' Fy 60,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Facto '�„' 1.40*go*** fc 3,000.0 psi Stirrup Fy 60,000.0 psi ACI Liv d Factor •• • 1.70 .' g�Y� • Concrete Member Information "" • • f � Description 1 2 3 •••e :.•••: Span ft 15.50 14.50 16.00 ' • Beam Width in 8.00 8.00 8.00 ; ; •••• ••••• Beam Depth in 26.00 26.00 26.00 '60090 '0000 0 End Fixity Pin-Pin Pin-Pin Pin-Pin • •*0 0 0 Reinf:Center Area 1.20irO 1.20in2 1.20in2 Bar Depth 23.50in 23.50in 23.50in Left Area 1.20in2 1.20in2 1.20in2 Bar Depth 2.50in 3.00in 3.00in Right .Area 1.20in2 1.20in2 1.20in2 Bar Depth 2.50in 3.00in 3.00in Loads Using Live Load This Span?? Yes Yes Yes Dead Load k/ft 2.160 2.160 2.160 Live Load k1 ft 0.640 0.640 0.640 Results Beam OK Beam OK Beam OK Mmax @ Cntr k-ft 81.68 12.73 86.95 @ X= ft 6.30 7.15 9.49 Mn*Phi k-ft 117.34 117.34 117.34 Max @ Left End k-ft I 0.00 -92.24 -98.48 Mn*Phi k-ft 117.34 114.64 114.64 Max @ Right End k-ft -92.24 -98.48 0.00 Mn*Phi k-ft 117.34 114.64 114.64 Bending OK Bending OK Bending OK Shear @ Left k 25.92 29.38 39.05 Shear @ Right k 37.82 30.24 26.74 Reactions& Deflections DL @ Left k 13.61 35.30 36.40 LL @ Left k 4.03 10.46 10.78 Total @ Left k 17.65 45.76 47.18 DL @ Right k 35.30 36.40 14.05 LL @ Right k 10.46 10.78 4.16 o V Total @ Right k 45.76 47.18 18.21 Y o' Max.Deflection in -0.131 0.016 -0.157 @ X= ft 7.03 11.50 8.75 Inertia: Effective in4 4,962.53 4,868.42 4,704.08 Shear Stirrups Stirrup Rebar Area in2 0.220 0.220 0.220 Spacing @ Left in 11.75 11.75 11.75 Spacing @.2*L in 11.75 11.75 11.75 Spacing @`.4*L in Not Req'd Not Req'd 11.75 Spacing @.6*L in 11.75 Not Req'd Not Req'd Spacing @.8*L in 11.75 11.75 11.75 Spacing @ Right in 11.75 11.75 11.75 (c)1983-98 ENERCALC c:\enercalc\starbucks.ecw:Calculations KW-060621,Ver5.0.6,15-Jul-1998,Win32 Title: Job# Dsgnr: Date: Description Scope • w Combined Footing Design ...... Pag: 1• . . - Description Line 6- East side property line to 1st interior column •• • •••• .••••� General information • Allow Soil Bearing 31000.0 psf fc 3,000.0 psi ' " :'• • Seismic Zone 0 Fy 60,000.0 psi ' '� •�••�• Concrete Wt 145.0 pcf Min As Pct 0.0014 •""• •""• •• • • •.•• ..•..- Short Term Increase 1.00 Rebar Cover 3.50 in • • Overburden 160.00 psf Live&Short Term Loads Act Separately • e•,. :••••: Dimensions :••": "'• • Footing Size... Column Support Pedestal Sizz••••` '••••' Distance Left 2.50 ft #1 Square Dimension •12.00 in •e:••' Dist. Betwn Cols 16.00 ft ...Height 12.00 in - Distance Right 0.33 ft #2 : Square Dimension 8.00 in Footing Length 18.83 ft ...Height 12.00 in Width 4.00 ft Thickness 20.00 in Loads Vertical Loads... (a) Left Column Ca. Right Column Dead Load 47.500 k 35.300 k Live Load 21.000 k 10.500 k Short Term Load k k Summary Footing Design OK Length=18.83ft, Width=4.00ft, Thickness=20.00in,Dist.Left=2.50ft,Btwn.=16.00ft,Dist.Right=0.33ft Maximum Soil Pressure 2,163.21 psf Allowable 3,000.00 psf Steel Req'd @ Left 0.277 in2/ft Max Shear Stress 69.84 psi Steel Req'd @ Center 1.060 in2/ft Allowable 93.11 psi Steel Req'd @ Right 0.277 in2/ft Min. Overturning Stability 999.000 :1 Soil Pressures Soil Pressure @ Left Actual Allowable ACI Factored Eccentricity Dead + Live 2,163.2 3,000.0 psf Eq. 9-1 3,169.9 psf 0.400 ft Dead+Live+Short Term 1,534.2 3,000.0 psf Eq. 9-2 1,610.9 psf 0.070 ft Eq. 9-3 1,380.7 psf Soil Pressure @ Right End Dead + Live 1,674.7 3,000.0 psf Eq. 9-1 2,454.0 psf -0.400 ft Dead+Live+Short Term 1,467.4 3,000.0 psf Eq. 9-2 1,540.8 psf -0.070 ft Stability Ratio 999.0 :1 Eq. 9-3 1,320.7 psf (c)1983-98 ENERCALC c:\enercalc\starbucks.ecw:Calculations KW-060621,Ver 5.0.6, 15-Jul-1998,Win32 Title: Job# • Dsgnr: Date: Description Scope: w Combined Footing Design Page 2 Description Line 6 - East side property line to 1st interior column Moment&Shear Summary (values for moment are given per unit width of footing) Moments... ACI 9-1 ACI 9-2 ACI 9-3 Mu @ Col#1 5.16 k-ft/ft 2.37 k-ft/ft 2.03 k-ft/ft Mu Btwn Cols -73.77 k-ft/ft -37.16 k-ft/ft -29.94 k-ft/ft Mu @ Col#2 0.00 k-ft/ft 0.00 k-ft/ft 0.00 k-ft/ft One Way Shears... • Vn : Allow*0.85 93.113 psi 93.113 psi ....88.113 psi Vu @ COI#1 8.193 psi 3.750 psi ; .:.214 p4I--'. Vu Btwn Cols 69.836 psi 36.023 psi " 30.240 psi"' Vu @ Col#2 0.000 psi 0.000 psi 0.000 psi.'*. Two Way Shears... • • • • ' Vn : Allow*0.85 186.226 psi 186.226 psi 186.226 P.m. •• go Vu @ COI#1 46.679 psi 22.888 psi 00022.144 l;Vo*o .' Vu @ Col#2 36.547 psi 19.980 psi 1:.125 l?gj...' ....:. Reinforcing (values given per unit width of footing) @ Left Edge of Col#1 Between Columns ..g Right Eagaaf°Col#1 o Ru/Phi As Req'd Ru/Phi As Req'd : Ru/M ..Pas Req'd..... ACI 9- 21.08 psi 0.277 in2/ft 301.06 psi -1.060 in2/ft •4.,@b psi g••••x.277 inA ACI 9- 9.69 psi 0.277 in2/ft 151.66 psi -0.660 in2/ft 0.00psi 0.277 in;A•• ACI 9- 8.30 psi 0.277 in2/ft 122.19 psi -0.550 in2/ft 0.00psi 0.277 in2/ft ACI Factors (per ACI, applied internally to entered loads) ACI 9-1 &9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7"1.4" Factor 1.400 ACI 9-1 &9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7"0.9"Factor 0.900 ACI 9-1 &9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic=ST" : 1.100 (c)1983-98 ENERCALC c:\enercalc\starbucks.ecw:Calculations KW-060621,Ver 5.0.6, 15-Jul-1998,Win32 • • •• •••••• Vert Ld:DL=47.5, LL=21.0,ST=0.0 k Vert•b"4)L=35.3.d_>"I0.5,ST=O.Ook 12.00 n •••• r:.'•• • • • • • ! • • • • 0. in 2 0 I 0 2.50 ft 16.00 ft 0.33 ti 18.83 ft Title: Job# Dsgnr: Date: Description Scope Combined Footing Design Page 1 Description Line 5 - east side property line to 1 st interior column (2nd interior from South) General Information Allow Soil Bearing 3,000.0 psf fc 3,000.0 psi Seismic Zone 0 Fy 60,000.0 psi Concrete Wt 145.0 pcf Min As Pct 0.0014 Short Term Increase 1.00 Rebar Cover 3.50 in Overburden 160.00 psf Live&Short Term Loads Act Separately 9 Dimensions ' 0000.. • Footing Size... Column Support Pedestal Sues• • •••° •• • Distance Left 2.50 ft #1 : Square Dimension `..1%60 in '0 0 0 0' 0000 Dist. Betwn Cols 16.00 ft ...Height 0 12.00 in . . Distance Right 0.33 ft •••• 0000 #2 : Square Dimension •. 8.�0 in Footing Length 18.83 ft Height : `l.?10 in .. .. 4.50 ft "` _ Width """ Thickness 20.00 in 000000 0••••0 00 •• Loads • Vertical Loads... (d Left Column (d) Column •••• ••0••• Dead Load 48.800 k 36.400o It•• 9 • Live Load 21.600 k 10.800 k ••• °9:0•0 Short Term Load k •k•• '°•' ' 0 •.... Summary Footing Design dK Length=18.83ft, Width=4.5011,.Thickness=20.00in,Dist.Left=2.50ft,Btwn.=16.00ft,Dist.Right=0.33ft Maximum Soil Pressure 2,008.02 psf Allowable 3,000.00 psf Steel Req'd @ Left 0.277 in2/ft Max Shear Stress 63.94 psi Steel Req'd @ Center 0.964 in2/ft Allowable 93.11 psi Steel Req'd @ Right 0.277 in2/ft Min. Overturning Stability 999.000 :1 Soil Pressures Soil Pressure @ Left Actual Allowable ACI Factored Eccentricity Dead + Live 2,008.0 3,000.0 psf Eq. 9-1 2,939.9 psf 0.384 ft Dead+Live+Short Term 1,432.9 3,000.0 psf Eq. 9-2 1,504.5 psf 0.058 ft Eq. 9-3 1,289.6 psf Soil Pressure @ Right End Dead + Live 1,570.6 3,000.0 psf Eq. 9-1 2,299.5 psf -0.384 ft Dead+Live+Short Term 1,381.1 3,000.0 psf Eq. 9-2 1,450.2 psf -0.058 ft Stability Ratio 999.0 :1 Eq. 9-3 1,243.0 psf (c)1983-98 ENERCALC cA enercalclstarbucks.ecw:Calculations KW-060621,Ver 5.0.6,15-Jul-1998,Win32 Title: Job# Dsgnr: Date: Description Scope: u,, w Combined Footing Design Page 2 Description Line 5- east side property line to 1 st interior column (2nd interior from South) Moment&Shear Summary (values for moment are given per unit width of footing) Moments... ACI 9-1 ACI 9-2 ACI 9-3 Mu @ Col#1 4.71 k-ft/ft 2.16 k-ft/ft 1.85 k-ft/ft Mu Btwn Cols -67.50 k-ft/ft -34.01 k-ft/ft -27.41 k-ft/ft Mu @ Col#2 0.00 k-ft/ft 0.00 k-ft/ft 0.00 k-ft/ft One Way Shears... Vn : Allow*0.85 93.113 psi 93.113 psi .... 4.113 psi ;• ; Vu @ Col#1 7.472 psi 3.415 psi ;.927 psi•••• •••• Vu Btwn Cols 63.939 psi 32.994 psi •• 27.698 psi••• •••• Vu @ Col#2 0.000 psi 0.000 psi 0.000 psi•••• Two Way Shears... :'. : • Vn : Allow*0.85 186.226 psi 186.226 psi 1$i-226 Vu @ Col#1 48.849 psi 23.926 psi 23.103 psi• •• Vu @ Col#2 38.226 psi 20.930 psi x.940 Vs.•• •••• • Reinforcing (values given per unit width of footing) . @ Left Edge of Col#1 Between Columns ••(L%ght Edjg 71'Col #2; Ru/Phi- As Req'd Ru/Phi As Req'd Ru/PNi ,; Req'd ACI 9- 19.22 psi 0.277 in2/ft 275.50 psi -0.964 in2/ft AQC psi '..,,0.277 in2/2 ; ACI 9- 8.82 psi 0.277 in2/ft 138.82 psi -0.627 in2/ft 0.00psi 0.277 irQt,.' ACI 9- 7.56 psi 0.277 in2/ft 111.85 psi -0.502 in2/ft 0.00psi 0.277 ir0ft ACI Factors (per ACI, applied internally to entered loads) ACI 9-1 &9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1.921.2.7 1.4" Factor 1.400 ACI 9-1 &9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7"0.9" Factor 0.900 ACI 9-1 &9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic= ST* : 1.100 (c)1983-98 ENERCALC c:\enercalc\starbucks.ecw:Calculations KW-060621,Ver5.0.6, 15-Jul-1998,Win32 . ...... . . . • •• • . • • •• •• • • • • Vert Ld:DL=48.8, LL=21.6,ST=0.0 k Vert DL=36.4,,•L,�=1 0.8,ST=0.0 k- 12.00'n •••••• a£' ••• .....: • • • • • • • 20.00 0 in • 2.50 ft 16.00 ft 0.33 ft 18.83 ft �. COLVILLE & HODGETTS, INC. JOB: � Y �C e- PAGE 5901 S.W. 74 STREET SUITE 200 SCOPE: MIAMI, FLORIDA 33143 NUMBER: (305) 663-8885 DSNGR: DATE: .•eel. . • .. el -�A K . • • F !� e • a r d oc" Title: Job# Dsgnr: Date: Description Scope: Rev: 506001 General Footing Analysis & Design Y Page 1 Description Property Line footing General Information Allowable Soil Bearing 3,000.0 psf Dimensions... Short Term Increase 1.000 Width along X-X Axis 2.000 ft Base Pedestal Height 0.000 in Length along Y-Y Axis 1.000 ft Seismic Zone 0 Footing Thickness 12.00 in Overburden Weight 160.00 psf Col Dim. Along X-X Axis 8.00 in Live&Short NOT Combined Col Dim. Along Y-Y Axis 12.00 in ••• fc 3,000.0 psi :••.,. Fy 60,000.0 psi Min Steel : : O.aa� �• Concrete Weight 145.00 pcf Depth to Rebar �3 a�in •• • Loads Applied Vertical Load... •• • Dead Load 0.910 k ...ecc along X-X Axis 8 000 in :'6• ••• Live Load k ...ecc along Y-Y Axis •0.000 in ••• ' Short Term Load k • . . .... ...... Creates Rotation about Y-Y Axis Creates Rotation►about X-X Axis- Applied Moments... (pressures @ left&right) (pressures top & bot) ••••• ;••••; Dead Load k-ft ;•Koff; •'•` ' Live Load k-ft k-ft Short Term k-ft 'ft'ft Creates Rotation about Y-Y Axis Creates Rotation about X-X Axis dome* Applied Shears... (pressures @ left&right) (pressures @ top & bot) • Dead Load k k Live Load k k Short Term k k Summary Footing Design OK 2.00ft x 1.00ft Footing, 12.Oin Thick, w/Column Support 8.00 x 12.00in x O.Oin high DL+LL DL+LL+ST Actual Allowable Max Soil Pressure 1,686.4 1,686.4 psf Max Mu 0.068 k-ft Allowable 3,000.0 3,000.0 psf Required Steel Area 0.013 in2 "X' Ecc, of Resultant 4.789 in 4.789 in "Y' Ecc, of Resultant 0.000 in 0.000 in Shear Stresses.... Vu Vn *Phi 1-Way 1.527 93.113 psi X-X Min. Stability Ratio o Overturning 1.500 :1 2-Way 0.891 186.226 psi Y-Y Min. Stability Ratio o Overturning (c)1983-98 ENERCALC c:\enercalc\.starbucks.ecw:Calculations KW-060621,Ver 5.0.6,15-Jul-1998,Win32 Title: Job# Dsgnr: Date: Description Scope: CI i) � General Footing Analysis & Design Page 2 Description Property Line footing Footing Design Shear Forces ACI 9-1 ACI 9-2 ACI 9-3 Vn " Phi Two-Way Shear 0.89 psi 0.67 psi 0.89 psi 186.23 psi One-Way Shears... Vu @ Left 0.00 psi 0.00 psi 0.00 psi 93.11 psi Vu @ Right -1.53 psi -1.14 psi -1.53 psi 93.11 psi Vu @ Top 0.00 psi 0.00 psi 0:00 psi 93.11 psi •• • Vu @ Bottom 0.00 psi 0.00 psi 0.00 psi 93.11 pst••:•: ; Moments ACI 9-1 ACI 9-2 ACI 9-3 Ru/Phi As Re td• '• Mu @ Left -0.07 k-ft -0.05 k-ft -0.07 k-ft 0.9 psi •• -0..15 ip2 per f�• • Mu @ Right 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.0 psi 8.0M i n2 per ft.... • Mu @ Top 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.0 psr• 0.01 n2 per Mu @ Bottom 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.0 psc •• Q.01 V per ft Soil Pressure Summary _ " Service Load Soil Pressures Left Right Top BottbrrL • . . . .. ...... DL+ LL 0.00 1,686.42 760.00 •� •• 760.0.0 psf DL+ LL+ ST 0.00 1,686.42 760.00 769411 psf ;....: Factored Load Soil Pressures ACI Eq. 9-1 0.00 2,360.99 1,064.00 ACI Eq. 9-2 0.00 1,770.74 798.00 "" 798.'Mpsf ACI Eq. 9-3 0.00 2.360.99 1,064.00 1,064.00 psf ACI Factors (per ACI, applied internally to entered loads) ACI 9-1 &9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7"1.4" Factor 1.400 ACI 9-1 &9-2 LL 1.700 ACI 9-3 Dead Load Factor 1.400 UBC 1921.2.7"0.9" Factor 0.900 ACI 9-1 &9-2 ST 1.700 ACI 9-3 Short Term Factor 1.400 ....seismic=ST*: 1.100 (c)1983-98 ENERCALC c:\enercalc\starbucks.ecw:Calculations KW-060621,Ver 5.0.6, 15-Jul-1998,Win32 �G. 12.00 in • ' o • e • • 8.00 in • • • s •.•. ....• • . • . • ..•.. • l.00ff-- --- ------ 2.ob ft 1.00 1i Title: Job# Dsgnr: Date: Description Scope: hr, w Combined Footing Design Page 1 Description From east side property line to 1st interior column (12"x 24") along grid 4 from east side General Information Allow Soil Bearing 3,000.0 psf fc 3,000.0 psi Seismic Zone 0 Fy 60,000.0 psi Concrete Wt 145.0 pcf Min As Pct 0.0014 Short Term Increase 1.00 Rebar Cover 3.50 in Overburden 160.00 psf Live&Short Term Loads Act Separately Dimensions •• Footing Size... Column Support Pedestal Sites ;�; .... •.•' Distance Left 2.00 ft #1 : Square Dimension ••?4.M in •••••• ••,• Dist. Betwn Cols 8.00 ft ...Height . 12.00 in .. Distance Right 0.33 ft • #2 : Square Dimension 8.Co in •••• •••• Footing Length 10.33 ft b in 12.O • ...Height O •, • Width 3.00 ft • . . . .. ...... 16.00 in Thickness .... .... .• . . .r. .•. Loads • Vertical Loads... (d Left Column 01 Right Coiumn ••.• ••••• Dead Load 12.000 k 14.050 k•••. too* • Live Load 1.250 k 4.16@ k •*a* •••••4. Short Term Load k k••• •••• • Summary Footing Design Ok Length=10.33ft, Width=3.00ft, Thickness=16.00in,Dist. Left=2.00ft,Btwn.=8.00ft,Dist.Right=0.33ft Maximum Soil Pressure 2,231.02 psf Allowable 3,000.00 psf Steel Req'd @ Left 0.210 in2/ft Max Shear Stress 35.97 psi Steel Req'd @ Center 0.419 in2/ft Allowable 93.11 psi Steel Req'd @ Right 0.210 in2/ft Min. Overturning Stability 999.000 :1 Soil Pressures Soil Pressure @ Left Actual Allowable ACI Factored Eccentricity Dead + Live 505.4 3,000.0 psf Eq. 9-1 726.9 psf 1.086 ft Dead+Live+Short Term 633.4 3,000.0 psf Eq. 9-2 665.0 psf 0.808 ft Eq. 9-3 570.0 psf Soil Pressure @Right End Dead + Live 2,231.0 3,000.0 psf Eq. 9-1 3,208.8 psf 1.086 ft Dead+Live+Short Term 1,754.0 3,000.0 psf Eq. 9-2 1,841.7 psf 0.808 ft Stability Ratio 999.0 :1 Eq. 9-3 1,578.6 psf (c)1983-98 ENERCALC c:\enercalc\starbucks.ecw:Calculations KW-060621,Ver 5.0.6,15-Jul-1998,Win32 Title: Job# • Dsgnr: Date: Description Scope: Combined Footing Design Page 2 Description From east side property line to 1st interior column (12"x 24") along grid 4 from east side Moment& Shear Summary (values for moment are given per unit width of footing) Moments... ACI 9-1 ACI 9-2 ACI 9-3 Mu @ Col#1 0.16 k-ft/ft 0.17 k-ft/ft 0.14 k-ft/ft Mu Btwn Cols -17.29 k-ft/ft -8.02 k-ft/ft -6.40 k-ft/ft Mu @ Col#2 0.00 k-ft/ft 0.00 k-ft/ft 0.00 k-ft/ft One Way Shears... Vn : Allow*0.85 93.113 psi 93.113 psi 93.113 psi •• .`. Vu @ Col#1 0.000 psi 0.000 psi * psi.... '..' Vu Btwn Cols 35.974 psi 17.481 psi *..I51033 pSi.... •..• Vu @ Col#2 0.000 psi 0.000 psi 0.000 Psi,.. Two Way Shears... •• • Vn : Allow*0.85 186.226 psi 186.226 psi 186226 p Vii• Vu @ Col#1 6.266 psi 3.891 psi 3.993 p; " •"`:` Vu @ Col#2 18.963 psi 10.463 psi •'"8.969 psi`••`• •• 0060 ••••.. Reinforcing (values given per unit width of footing) • •• • @ Left Edge of Col#1 Between Columns •0 Right Edge of j,Gol#2 •As • Ru/Phi As Req'd Ru/Phi As Req'd #u-/�hr Req'd ••••. 000 ACI 9- 1.11 psi 0.210 in2/ft 122.97 psi -0.419 in2/ft •0 OOpsi i •�,• 210 in2/ft: ACI 9- 1.18 psi 0.210 in2/ft 57.06 psi -0.210 in2/ft 0.00psi 0.210 in2/fit:• • ACI 9- 1.01 psi 0.210 in2/ft 45.49 psi -0.210 in2/ft 0.00psi 0.210 inZ/ft ACI Factors (per ACI, applied internally to entered loads) ACI 9-1 &9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7"1.4" Factor 1.400 ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7"0.9" Factor 0.900 ACI 9-1 &9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic=ST*: 1.100 (c)1983-98 ENERCALC c:\enercalc\starbucks.ecw:Calculations KW-060621,Ver 5.0.6, 15-Jul-1998,Win32 Vert Ld: DL=12.0,LL=1.2,ST=0.0 k Ve4l%DLy=14.0,LL=WI.1,ST=0.0 k • • • • • • • • "• • • ••••• • • • • • 12.00 in • • ::::::::::::::::::::::::::::.....:::::;:::;::_ ;;;;;;;;;;;;;;;;;;;. .........I.::;;;;;;:;;:;:;;:;;'....,;;;.;;;. :>: • • • • • • • • • • • • i>>« s • • 16.00 in ow 6 0 • 2.00 ft 8.00 ft 0.33 t't 10.33 ft PAGE: ` a , COLVILLE & HODGET T S, INC. JOB: 5901 S.W. 74 STREET SUITE 200 SCOPE: MIAMI, FLORIDA 33143 NUMBER: (305) 663-8885 DSNGR: DATE: , Lash V I � � S p � w . . . . . 0000 .. . 0000 ... 0000 _ � `�� (. ��s� � s� C� _ � ��-� ifs --� '�•�� � �l,• . ' ... 0000.. .0000. •0• 0 ry . . / V 0000. � PAGE: � H D ETTS INC. JOB•. �h COLVILLE & O G , 5901 S.W. 74 STREET SUITE 200 SCOPE: MIAMI, FLORIDA 33143 NUMBER: (305) 663-8885 DSNGR:,t,-G DATE: DO • V < ` >.0 • Vv'v U�� D i •..• • •.�.•• zz- ►o = GQCae ��� ,� \ PAGE: COLVILLE & HODGETTS, INC. JOB. 5901 S.W. 74 STREET SUITE 200 SCOPE: MIAMI, FLORIDA 33143 NUMBER: (305) 663-8885 DSNGR: DATE: - J - 0 . . . ... .... • ^/'� � • : ••• 0.000• C, • • ••• 0000• • 00:00• 1 1 1 PI 4- . --- �t + ,�/vj • 0000 • • • V I • • • �•••• 0000 • V 0000 0000 AA 'o/ 'o/ 'o/ 'o/ 'o/ \ •• 0000•• y ,r • 0000 • :00*4: • • ---'�,•••• 0000•• • .••• 0000•• i • • 0000 0000• l••• 0000 • • 2 0.00• e o SAFE v6.27 File: ERIC Kip-in Units PAGE 1 April 5,2000 13:33 P O I N T. O B J E C T D A T A POINT GLOBAL-X GLOBAL-Y SUPPORT 4 -12.000 236.000 5 -12. 000 -12.000 6 12.000 -12.000 7 12.000 12. 000 8 -12.000 12.000 12 -12.000 236.000 13 212.000 -12.000 14 236.000 -12.000 • • 15 236.000 12.000 �••&•: •••• •••• 16 212.000 12.000 • • • • 17 -12.000 100.000 18 12.000 100. 000 ' 19 12.000 124.000 20 -12.000 124.000 24 -12.000 236.000 • : 9060 •••••• 25 212. 000 100.000 ..•• •••• •• 26 236.000 100.000 • • •••• '.••••• 27 236.000 124.000 • 28 212.000 124.000 • •••• ••••'• 29 -12. 000 212.000 •••••` 30 12.000 212.000 • ' "" •'•" 31 12.000 236.000 "" "" 32 100. 000 212.000 ' •`�•• 33 124.000 212.000 • 34 124.000 236. 000 35 100.000 236.000 36 212. 000 212.000 37 236.000 212.000 38 236.000 236. 000 39 212.000 236. 000 40 0.000 0.000 42 224.000 0.000 43 0.000 112.000 45 224.000 112.000 46 0.000 224.000 47 112. 000 224.000 48 224.000 224.000 57 -12.000 -12. 000 59 236.000 -12.000 60 236.000 236.000 61 -12.000 -12.000 63 236. 000 -12.000 64 236.000 236.000 SAFE v6.27 File: ERIC Kip-in Units PAGE 2 April 5,2000 13:33 P O I N T L 0 A D S Load Case DEAD POINT VERTICAL MOMENT-X MOMENT-Y 40 43.20 0.000 0.000 42 43.20 0.000 0.000 43 42.10 0.000 0.000 45 42.10 0.000 0.000 46 42.10 0.000 0.000 47 42.10 0.000 0.000 48 42.10 0.000 0.000 f • • • •••• •• • P O I N T L O A D S Load Case LIVE • • • • • •• • •••• •sue• POINT VERTICAL MOMENT-X MOMENT-Y • • • • • 40 6.30 0.000 0.000 ' • • 42 6.30 0.000 0. 000 ° 43 8.20 0.000 0.000 f 45 8.20 0.000 0.000 i •••••• s••f0s 46 8.20 0.000 0.000 '• •0 • • 47 8.20 0.000 0.000 • •••• i•+f•i 48 8.20 0.000 0. 000 .••f•• ••.• • • • . • • • S L A B S E C T I O N P R O P E R T I E S 0 60:060 • SECTION ELASTIC POISSONS SLAB SLAB SLAB UNIT LABEL MODULUS RATIO THICKII THICKJJ THICKIJ WEIGHT MAT 3600.000 0.200 20.000 20.000 20. 000 8.681E-05 LOAD 3600.000 0.200 100.000 100.000 100.000 8.681E-05 S L A B S E C T I O N P R O P E R T I E S SECTION TOTAL LABEL WEIGHT MAT 106.783 LOAD 35.000 SAFE v6.27 File: ERIC Kip-in Units PAGE 6 April 5,2000 13:33 S U P P O R T P R O P E R T I E S SUPPORT CONSTANT CONSTANT CONSTANT LABEL KZZ KRX KRY SOIL 0. 116 S T A T I C L 0 A D C A S E S STATIC CASE SELF WT DEFLECTION CASE TYPE FACTOR FACTOR •° ••• 0000•• • • • • • • 0000 •• • DEAD DEAD 1.0000 3.0000 • • • • • •• o •.•• 0000 LIVE LIVE 0.0000 1.0000 • • • • • • • 0000 . • • • • • L 0 A D C O M B I N A T I O N D A T A • ' • • • w • • •• 0000•• COMBO CASE TYPE FACTOR 0000 0000 •0 • • 0040 •••w•• DCON1 0 • DEAD DEAD 1.400 • • ••.• 0000•° DCON2 0000•• ,0*00 • • DEAD DEAD 1.400 ° • • ••°. 0000• LIVE LIVE 1.700 1 ° ° COMB1 • 0000• DEAD DEAD 1.000 • LIVE LIVE 1.000 . SAFE A � C I + +I - + + + + . + . . . + . !+ • + . . . C\j + _ • �. •••• •••4 0• • SAFE%6.27 - File:eric - April 5,2000 11:03- Scale:Fit to Page Structural Layer Plan View - Kip-in Units SAFE Version 6.27 Soil Pressures in Pounds per Square Inch AREA I J LOAD PRESSURE MAT 1 5 Minima 1719.431 COMB1 MAT 1 5 Maxima 1719.431 COMB1 MAT 2 5 Minima 1578.354 COMB1 MAT 2 5 Maxima 1578.354 COMB1 MAT 3 5 Minima 1437.191 COMB1 MAT 3 5 Maxima 1437.191 COMB1 MAT 4 5 Minima 1303.048 COMB1 MAT 4 5 Maxima 1303.048 ••• COMB1 ' . . . .... .. . MAT 5 5 Minima 1170.468 •• ' COMB1 '�•• MAT 5 5 Maxima 1170.468 • COMB1 ' MAT 6 5 Minima 1047.889 •••• COMB1 • MAT 6 5 Maxima 1047.889 • ...... .... . . COMB1 ' . . .... ..... MAT 7 5 Minima 939.34 • COMB1 MAT 7 5 Maxima 939.34 COMB1 MAT 8 5 Minima 847.392 COMB1 MAT 8 5 Maxima 847.392 COMB1 MAT 9 5 Minima 773.833 COMB1 MAT 9 5 Maxima 773.833 COMB1 SAFE Version 6.27 Soil Pressures in Pounds per Square Inch AREA I J LOAD PRESSURE MAT 10 5 Minima 719.913 COMBI MAT 10 5 Maxima 719.913 COMBI MAT 11 5 Minima 686.47 COMBI MAT 11 5 Maxima 686.47 COMBI MAT 12 5 Minima 673.899 COMB1 MAT 12 5 Maxima 673.899 COMB1 MAT 13 5 Minima 686.47 COMBI MAT 13 5 Maxima 686.47 .'. COMB1 ••'•" • .. 0000 0000 MAT 14 5 Minima 719.913. COMBI • 0000 0000 . MAT 14 5 Maxima 719.913 • COMBI 0 ... . . 0000.. 0000 0000 • MAT 15 5 Minima 773.833 0 •. . . 0000 0000. COMBI ' MAT 15 5 Maxima 773.833 • 60 09 :*000: .00.00 0000' : 0 COMBI • 0000 0000• 000000 00000 0 MAT 16 5 Minima 847.392 0 6000 •'•'• COMBI MAT 16 5 Maxima 847.392 COMB1 MAT 17 5 Minima 939.34 COMBI MAT 17 5 Maxima 939.34 COMBI MAT 18 5 Minima 1047.889 COMB1 MAT 18 5 Maxima 1047.889 COMB1 SAFE Version 6.27 Soil Pressures in Pounds per Square Inch AREA I J LOAD PRESSURE MAT 19 5 Minima 1170.468 COMB1 MAT 19 5 Maxima 1170.468 COMB1 MAT 20 5 Minima 1303.048 COMB1 MAT 20 5 Maxima 1303.048 COMB1 MAT 21 5 Minima 1437.191 COMB1 MAT 21 5 Maxima 1437.191 COMB1 MAT 22 5 Minima 1578.354 COMB1 MAT 22 5 Maxima 1578.354 0 0 COMB1 .. • . . . .. . .... .... MAT 23 5 Minima 1719.431 COMB1 • MAT 23 5 Maxima 1719.431 ••0 0 COMB1 • . . .. ...... MAT 1 6 Minima 1668.123 . . .... ...... COMB1 •• MAT 1 6 Maxima 1668.123 •• • • COMB1 sees • sees ....• • • 000000 sees . . MAT 2 6 Minima 1527.105 .. COMB1 MAT 2 6 Maxima 1527.105 COMB1 MAT 3 6 Minima 1386.031 COMB1 MAT 3 6 Maxima 1386.031 COMB1 MAT 4 6 Minima 1256.55 COMB1 MAT 4 6 Maxima 1256.55 COMBI r SAFE Version 6.27 Soil Pressures in Pounds per Square Inch AREA I J LOAD PRESSURE MAT 5 6 Minima 1131.842 COMBI MAT 5 6 Maxima 1131.842 COMB1 MAT 6 6 Minima 1016.806 COMB1 MAT 6 6 Maxima 1016.806 COMBI MAT 7 6 Minima 914.783 COMBI MAT 7 6 Maxima 914.783 COMBI MAT 8 6 Minima 828.197 COMBI MAT 8 6 Maxima 828.197 COMBI •••••• .. . .... .... MAT 9 6 Minima 758.81 COMB1 MAT 9 6 Maxima 758.81 COMBI MAT 10 6 Minima 707.881 ' . . .... ...... COMBI • MAT 10 6 Maxima 707.881 COMBI ...... .... • MAT 11 6 Minima 676.262 ••�••� COMB1 MAT 11 6 Maxima 676:262 COMBI MAT 12 6 Minima 664.371 COMBI MAT 12 6 Maxima 664.371 COMBI MAT 13 6 Minima 676.262 COMB1 MAT 13 6 Maxima 676.262 COMBI SAFE Version 6.27 Soil Pressures in Pounds per Square Inch AREA I J LOAD PRESSURE MAT 14 6 Minima 707.881 COMB1 MAT 14 6 Maxima 707.881 COMB1 MAT 15 6 Minima 758.81 COMB1 MAT 15 6 Maxima 758.81 COMB1 MAT 16 6 Minima 828.197 COMB1 MAT 16 6 Maxima 828.197 COMB1 MAT 17 6 Minima 914.783 COMB1 MAT 17 6 Maxima 914.783 COMB1 •••••• . . sees .. .. sees sees MAT 18 6 Minima 1016.806 0 COMB1 . sees sees MAT 18 6 Maxima 1016.806 so COMB1 :0. . . . . .. sees..*000 00 MAT 19 . 6 Minima 1131.842 e ' . . sees sees.. COMB1 • MAT 19 6 Maxima 1131.842 • 0• COMB1 . sees see.. . .... .... MAT 20 6 Minima 1256.55 ••'•'� COMB1 ' MAT 20 6 Maxima 1256.55 COMB1 MAT 21 6 Minima 1386.031 COMB1 MAT 21 6 Maxima 1386.031 COMB1 MAT 22 6 Minima 1527.105 COMBi MAT 22 6 Maxima 1527.105 COMBI SAFE Version 6.27 Soil Pressures in Pounds per Square Inch AREA I J LOAD PRESSURE MAT 23 6 Minima 1668.123 COMB1 MAT 23 6 Maxima 1668.123 COMB1 MAT 1 7 Minima 1616.728 COMB1 MAT 1 7 Maxima 1616.728 COMB1 MAT 2 7 Minima 1475.791 COMB1 MAT '2 7 Maxima 1475.791 COMB1 MAT 3 7 Minima 1334.902 COMB1 MAT 3 7 Maxima 1334.902 COMB1 •""' • . . . .... .. . MAT 4 7 Minima 1210.576 .. COMB1 " MAT 4 7 Maxima 1210.576 COMB1 . . . .. ...... MAT 5 7 Minima 1093.216 ' . . .... ...... COMB1 MAT 5 7 Maxima 1093.216 """ COMB1 ""�•"� MAT 6 7 Minima 985.003 ••••'� COMB1 ' MAT 6 7 Maxima 985.003 COMB1 MAT 7 7 Minima 888.903 COMB1 MAT 7 7 Maxima 888.903 COMB1 MAT 8 7 Minima 807.201 COMB1 MAT 8 7 Maxima 807.201 COMB1 SAFE Version 6.27 Soil Pressures in Pounds per Square Inch AREA I J LOAD PRESSURE MAT 9 7 Minima 741.623 COMB1 MAT 9 7 Maxima 741.623 COMB1 MAT 10 7 Minima 693.431 COMB1 MAT 10 7 Maxima 693.431 COMB1 MAT 11 7 Minima 663.485 COMB1 MAT 11 7 Maxima 663.485 COMB1 MAT 12 7 Minima 652.218 COMB1 MAT 12 7 Maxima 652.218 .'. COMB1 . . . .... .. . MAT 13 7 Minima 663.485 .. COMB1 •••• •"' MAT 13 7 Maxima 663.485 ' COMB1 MAT 14 7 Minima 693.431 • COMB1 MAT 14 7 Maxima 693.431 •*goes COMB1 ��••�• �••� • • ..... MAT. 15 7 Minima 741.623 COMB1 MAT 15 7 Maxima 741.623 COMB1 MAT 16 7 Minima 807.201 COMB1 MAT 16 7 Maxima 807.201 COMB1 MAT 17 7 Minima 888.903 COMB1 MAT 17 7 Maxima 888.903 COMB1 SAFE 1+ + r A B C + + 0000.. • + . . + . . . . . . .. 4. + . .. �. 0; SAFE e • N � ' • SAFE v6.27 - File:eric - April 5,2000 11:06 - Scale:Fit to Page X-Strip Reinforcement(Sq-in) - Kip-in Units SAFE C + . . + • • .. . .... ... + + SAFE%627 - File:eric - April 5,2000 11:06 - Scale:Fit to Page Y-Strip Reinforcement(Sq-in) - Kip-in Units a COLVILLE & HODGETTS, INC. PAGE: J3 JOB: ( � 4i/��c� j 5901 S.W. 74 STREET SUITE 200 SCOPE: MIAMI, FLORIDA 33143 NUMBER: (305) 663-8885 DSNGR: DATE: k •• • •• • ••. 0000 . • . , . ... 0000 15 . •. .. . • 00.00• 0000 • -" � .-� � .__ - �� •� r ` "' 0000.. 1 ' �.... 0000. ,�U�- 1 I 1� � 0000 • 0000 . . 00000 vj • �N- ` �� c c)� � tA 1 �� PAGE: COLVILLE & HODGETTS INC. JOB: 5901 S.W. 74 STREET SUITE 200 SCOPE: MIAMI, FLORIDA 33143 NUMBER: (305) 663-8885 DSNGR: DATE: Vf 5 5 c-.w� �P.. •. • ...... • • • i �t �3 C5 3 0 W Title: Job# Dsgnr: Date: s Description Scope: General Footing Analysis & Design Page Description West Side- 5" off Property Line footing General information Allowable Soil Bearing 5,000.0 psf Dimensions... Short Term Increase 1.000 Width along X-X Axis 3.000 ft Base Pedestal Height 0.000 in Length along Y-Y Axis 1.000 ft Seismic Zone 0 Footing Thickness 16.00 in Overburden Weight 160.00 psf Col Dim. Along X-X Axis 8.00 in Live&Short NOT Combined Col Dim. Along Y-Y Axis 12.00 in fc 3,000.0 psi Fy 60,000.0 psi Min Steel 0.0014 Concrete Weight 145.00 pcf Depth to Rebar 3.00 in Loads Applied Vertical Load... . Dead Load 3.364 k ...ecc along X-X Axis 9.000 in Live Load 0.800 k ...ecc along Y-Y Axis 0.000 in Short Term Load k Creates Rotation about Y-Y Axis Creates Rotation about X-X Axis Applied Moments... (pressures @ left& right) (pressures @ top &bot) Dead Load k-ft ••1'• •• • Live Load k-ft k-A ••.. ..• Short Term k-ft 0*1t• 0.00• 999. Creates Rotation about Y-Y Axis Creates Rotation about X-X Axis•• Applied Shears... (pressures @ left&right) (pressures Q top bot) too* 0000.' Dead Load k 9 • Live Load k k " ;'. '• • •• 0000.. Short Term k �k�• • 0000 Summary tootirlMsign OK"'• 9 9 • 3.00ft x 1.00ft Footing, 16.Oin Thick, w/Column Support 8.00 x 12.00in x 0.0inehigh 0009 ;00.0; 0 • 0000.. 0000 . . DL+LL DL+LL+ST Actual ANewwa_bsle •9 Max Soil Pressure 3,860.3 3,172.3 psf Max Mu 0'618'k-ft 00.0 Allowable 5,000.0 5,000.0 psf Required Steel Area ' 0.218 in2 99: 9' "X Ecc, of Resultant 7.174 in 6.844 in "Y' Ecc, of Resultant 0.000 in 0.000 in Shear Stresses...: Vu Vn *Phi 1-Way 0.713 93.113 psi X-X Min. Stability Ratio o Overturning 1.500 :1 2-Way 2.303 186.226 psi Y-Y Min. Stability Ratio o Overturning (c)1983-98 ENERCALC c:\enercalc\starbucks.ecw:Calculations KW-060621,Ver5.0.6,15-Jul-1998,Win32 Title: Job# Dsgnr: Date: • Description Scope: General Footing Analysis & Design Page 2 Description West Side - 5" off Property Line footing Footing Design Shear Forces ACI 9-1 ACI 9-2 ACI 9-3 Vn*Phi Two-Way Shear 2.30 psi 1.34 psi 1.79 psi 186.23 psi One-Way Shears... Vu @ Left 0.00 psi 0.00 psi 0.00 psi 93.11 psi Vu @ Right -0.71 psi -0.50 psi -0.67 psi 93.11 psi Vu @ Top 0.00 psi 0.00 psi 0.00 psi 93.11 psi Vu @ Bottom 0.00 psi 0.00 psi 0.00 psi 93.11 psi Moments ACI 9-1 ACI 9-2 ACI 9-3 Ru/Phi As Req'd Mu @ Left 0.52k-ft 0.28 k-ft 0.37 k-ft 3.4 psi 0.22 in2 per ft Mu @ Right 0.42 k-ft 0.25 k-ft 0.33 k-ft 2.8 psi 0.22 in2 per ft Mu @ Top 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.0 psi 0.02 in2 per ft Mu @ Bottom 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.0 psi 0.02 in2 per ft Soil Pressure Summary Service Load Soil Pressures Left Right Top Bottom DL+ LL 0.00 3,860.27 1,741.33 1,741.33 psf DL+ LL+ ST 0.00 3,172.34 1,474.67 1,474.67 psf Factored Load Soil Pressures :••:•; 2 517.$2 psf •••• ACI Eq. 9-1 0.00 5,581.73 2,517.87 ACI Eq. 9-2 0.00 3,330.96 1,548.40 0.00•• 1,54..49esf .... ACI Eq. 9-3 0.00 4,441.28 2,064.53 2,064.5x.psf ACI Factors (per ACI, applied internally to entered loads) % ACI 9-1 &9-2 DL 1.400 ACI 9-2 Group Factor, 0.750 UBC 1927s "1.4"6actoj 1.400 ACI 9-1 &9-2 LL 1.700 ACI 9-3 Dead Load Factor 1.400 UBC 1921.2.7"0.9"tact"* 0.W9... ACI 9-1 &9-2 ST 1.700 ACI 9-3 Short Term Factor 1.400 .••••• ••••• .• 0 ....seismic=ST*: 1.100 00.0 000000 • • . 0000 0000.. :0000: 40 . 0000 .... . • 0 . . 0000. (c)1983-98 ENERCALC c:\enercalc\starbucks.ecw:Calculations KW-060621,Ver5.0.6,15-Jul-1998,Win32 1' PAGE: , COLVILLE & HODGETTS, INC. JOB: 5901 S.W. 74 STREET SUITE 200 SCOPE: MIAMI, FLORIDA 33143 NUMBER: (305) 663-8885 DSNGR: yL DATE: �• I 1 Q �ZQ • • •�•• • • • co •• • • • • • • J .... •••• • ,• Good • ... ...... • • • • •••• ••••• C, � •t• • J V� • Q .�5' 3 co 17. --� tc� o] I I 5 C�S� -2J12, 6 �� Title : Job Dsgnr: Date • Description Scope : R.,. 506MI Concrete Rectangular& Tee Beam Design Page 1L Description Upturned Beam - Mechanical Court General information Span 19.00 ft fc 3,000 psi Depth 20.000 in Fy 60,000 psi Width 8.000 in Concrete Wt. 145.0 pcf Seismic Zone 0 End Fixity Pinned-Pinned Beam Weight Not Added Live Load not acting with Short Term Reinforcing Rebar @ Center of Beam... Rebar @ Left End of Beam... Rebar @ Right End of Beam... Count Size 'd'from Top Count Size 'd'from Top Count Size 'd'from Top #1 2 6 17.00in #1 2 6 3.00 in #1 2 6 3.00 in uniform Loads Dead Load Live Load Short Term Start End #1 0.490 k k k 0.000 ft 19.000 ft #2 k 0.350 k k 3.000 ft 13.000 ft Summary Right Tension Steel > Ductile Max; • Span=19.00ft,Width=8.00in Depth=20.00in ; ; ; •••• • . • • . . . • • Maximum Moment: Mu 51.18 k-ft Maximum Deflection .•• -0.3311 ir••••• ...... Allowable Moment: Mn/phi 62.15 k-ft .•', 0 • • •... Maximum Shear: Vu 9.81 k Max Reaction @ Left :�. :6.68 k • Allowable Shear: Vn*phi 35.10 k Max Reaction @ Right •-:6.13 k. Shear Stirrups... •••, •••� Stirrup Area @ Section 0.220 in2 • . Region 0.000 3.167 6.333 9.500 12.667 •15.8t 19.IJ00 ft ••• •• Max. Spacing 8.500 8.500 Not Req'd Not Req'd Not Req'd 8. 00 8.500 in , Max Vu 9.805 7.755 3.666 3.666 4.414 6.833 .'$.$•1,4 k :**Poo • . ...• . Bending &Shear Force Summary • ,- •.•._� Bending... Mn*Phi Mu, Eq.9-1 Mu, Eq.9-2 , Mu, Eq.9-3 @ Center 62.15 k-ft 51.18 k-ft 23.22 k-ft 19.90 k-ft "•' @ Left End 5.71 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft • @ Right End 5.71 k-ft -0.00 k-ft 0.00 k-ft 0.00 k-ft Shear... Vn*Phi Vu, Eq.9-1 Vu, Eq.9-2 Vu, Eq. 9-3 @ Left End 35.10 k 9.81 k 4.77 k 4.09 k @ Right End 35.10 k 8.81 k 4.73 k 4.06 k Deflection Deflections... Upward Downward DL+ [Bm Wt] 0.0000 in at 0.0000 ft -0.1257 in at 9.5000 ft DL+ LL+ [Bm Wt] 0.0000 in at 0.0000 ft -0.3311 in at 9.4240ft DL+ LL+ ST.+ [Bm Wt] 0.0000 in at 0.0000 ft -0.1257 in at 9.5000 ft Reactions... (a) Left () Right DL+ [Bm Wt]] 4.655 k 4.655 k DL+ LL+ [Bm Wt] 6.681 k 6.129 k DL+ LL+ ST+ [Bm Wt] 4.655 k 4.655 k (c)1983-98 ENERCALC c:\enercalc\starbucks.ecw:Calculations KW-060621,Ver 5.0.6,15-Jul-1998,Win32 • w Title : Job Dsgnr: Date Description Scope : S w � Concrete Rectangular & Tee Beam Design - Page Description Upturned Beam - Mechanical Court Section Analysis Evaluate Moment Capacity... Center Left End Right End X: Neutral Axis 3.040 in 2.050 in 2.050 in a = beta*Xneutral 2.584 in 1.743 in 1.743 in Compression in Concrete 52.714 k 35.547 k 35.547 k Sum [Steel comp. forces] 0.000 k 0.000 k 0.000 k Tension in Reinforcing -52.800 k -35.479 k -35.479 k Find Max As for Ductile Failure... X-Balanced 10.061 in 1.776 in 1.7755 in Xmax=Xbal*0.75 7.546 in 1.332 in 1.332 in a-max=.beta *Xbal 8.552 in 1.509 in 1.509 in Compression in Concrete 130.846 k 23.091 k 23.091 k Sum [Steel Comp Forces] 0.000 k 0.000 k 0.000 k Total Compressive Force 130.846 k 23.091 k 23.091 k AS Max=Tot Force/Fy 2.181 in2 0.385 in2 0.385 in2 Actual Tension As 0.880 OK 0.000 OK 0.880 No Good Additional Deflection Calcs Neutral Axis 4.965 in Mcr ; -19-26 k-ft Igross 5,333.33 in4 Ms:Max DL+ LL ; g20 1 k-f:0•.0 ' • • Icracked 1,510.34 in4 R1 =(Ms:DL+LL)/Mcr ••0!826 0000• ..•� Elastic Modulus 3,122.0 ksi Ms:Max DL+LL+ST • 22.11 k-% •• ; Fr=7.5*fc^.5 410.792 psi R2=(Ms:DL+LL+ST)/Mcr • 0.626 *9:..0 •0.000 � Z:Cracking 149.766 ksi 1:eff... Ms(DL+LL) ,662.540 in4 Z:cracking > 145 : Interior Only ! I:eff... Ms(DL+LL+ST) t,66"�540 in4. • Eff. Flange Width 8.00 in • : ••.' 0000.• o ACI Factors (per ACI, applied internally to entered loads) .••'•. 0 goes `• ACI 9-1 &9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 19;1.2.?"1.4" Facior�1 4 �'•0 ACI 9-1 &9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7"0.9" Fqj:K 0.900 0000•• ACI 9-1 &9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 0000.. •0000" • • ....seismic=ST*: 1.100 : : 9000 00 see 0000 .•99 . • . • 000•0• • (c)1983-98 ENE RCALC c:\enercalc\starbucks.ecw:Calculations KW-060621,Ver5.0.6,15-Jul-1998,Win32 GREASE.DISCHARGE R, M OPERATING PERMIT APPLICATION DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT 33 SW 2nd Avenue, Miami Florida 33130-1540 :G:D:O: 0 Business Name: 3 T s // � C y/Unit: Zip Coder 1 Location: .� �� (y � � 7 5-��-t?�e�' Permittee Name: oCcCn 60 C Title: •` !, • Company Name: S' l2 D t C& CIE I466-0619 Business Mailing Address: ,�7g(p �'(,� S �� t U-e_ Telephone: + 3i State: Zip Code: City: So/ ! � /'�l�"� � - � p Ad.0 Folio Number: C/O Process #: Affidavit (Y/N): FT GENERALINFORMATION r *Plans are required for New Construction or Interior Remodeling Projects ^ oZ OQO "New Construction (Check): t/ Expected Date of Completion: /a #of Grease Interceptor(s): �_ Size(s): hQ OD - ; (gallons); # of Seats: d Automatic Grease Recovery Unit (Check) Model: Capacity: (GP PAYMENT AFF/DAVIT Please attach a check in the amount of$100.00 made payable to "Miami Dade County."This fee amount is bas the fee schedule approved by the Board of County Commissioners. The undersigned owner or authorized representative ok is fully aware th statements made in this application for an operation permit are true, correct, and complete. Furthermore, the under agrees to main ' and operate the pollution control facilities in such a manner as to comply with the provisions of C 24, Miami- de County Co e, and all the rules and regulations of the department and also understands that a pe granted b �eple epart e will be non-transferable and will notify the department upon sale, change of location, c t ansfe f r it te� cil, , igna ure, Own A thorized Person ^ r yped Name Subscribed &s orn to and subscribed before me this day of �20( Personally Known �, or produ identification . DL#: r OSAURAM aICNSO NOTARY PUBLIC STET E c. 9x3145 COML'dILSSION�,, Notary Signature If signed by a Contractor or Representative, please the here: . /, �JJL�. Company Name: 2—s�tU � Telephone: For DERM Use Only Q` a Permit#: Check#: Process Date: V J �® Change of Ownershi / Business: Reviewed By: dJles --' 1,1"39 ,Is,� I e 1IN11111III1111IIIi1IIIII111111111111111111111111111111111IIIIIII111111 1111111,11111 Page. 1 of 2 -� . MIAMI-DADE COUNTY, FLORIDA `. 200007180954,5456 n MI-DADE D ENVIRONMENTAL RESOURCES MANAGEMENT Issued Date: 24-JUL-2000 WATER AND SEWER DIVISION Expiration Date: 22—OCT-2000 33 S.W.2nd AVENUE SUITE 500 MS GEORGIA WRIGHT MIAMI, FLORIDA 33130-.1540 G. WRIGHT & ASSOCIATES 2665 S. BAYSHORE DR. MIAMI, FL 33133 Tel- 305 288-4381 Fax- RE: Sewer System Treatment and Transmission Capacity Certification Dear MS WRIGHT: The Dade County Department of Environmental Resources Management (DERM) has received your application for approval of a sewer service connection to serve the following project which is more specifically described in the attached project summary. -'project Name: STARBUCKS COFFEE SHOP 'Project Location: 5796 SUNSET DR. SOUTH MIAMI Proposed Use: 60 SEATS COFFEE SHOP, 2256SF OFFICE, 2256 SF. RETAIL Previous Flow: 220 GPD `Calculated Sewage Flow: 2219 GPD Sewer Utility: MIAMI DADE WATER & SEWER DEPARTMENT Receiving Pump Station: 30-0177 DERM has evaluated the request in accordance with the terms and conditions set forth in Paragraph 16 C of the First Partial Consent Decree (CASE NO. 93-1109 CIV-MORENO) between the United States of America and Metropolitan Dade County. IDERM hereby certifies that adequate treatment and transmission capacity, as herein defined, is available for the above described project . Furthermore, be advised that this approval does not constitute Departmental approval for the proposed project. Additional reviews and approval may be required from sections having jurisdiction over specific aspects of this project . Please be aware that this certification is subject to the terms and conditions set. forth in the Sewer Service Connection Affidavit filed by the applicant, a copy of which is hereby attached. By copy of this certification we are advising the appropiate building official of our Department' s determination. I Page. 2 of 2 - I IIII II III II III II III II III II III II III II III II III II III II III II III II III II III II I! �I III II' !SIIII 2000071809545456 Issued Date: 24-JUL-2000 Expiration Date: 22-OCT-2000 Sincerely, John W. Renfrow, P.E. Director Department of Environmental Resources Management By: I `--_ Vicente fater. Arrebola, P.E. Chief, & Sewer Division Attachement (2) cc : Building Official (w/Attachments) Utility Official (w/Project Summary Attachment) r s Date: 07-24-2000 Page: 1 Applicant' s Name: MS GEORGIA WRIGHT Applicant' s Address : 2665 S. BAYSHORE DR. DERM Number: 2000-0718-0954-5456 Project: STARBUCKS COFFEE SHOP 5796 SUNSET DR. Proposed Use: 60 SEATS COFFEE SHOP, 2256SF OFFI Pump Station: 30 -0177 Allocated flows : 2219 (GPD) Projected NAPOT: 7 . 29 (HR) # Folio Lot Block Flow (GPD) --- ---------------- --- ----- -------------- --- ---------------- --- ----- -------------- 1 09-4036-022-0080 2219 w t 1 METROPOLITAN DADE COUNTY, FLORIDA METROOADE EMMOti[MAL REEp(�q�KARASENT PLM!REMEW 8EC MM ENVIRONMENTAL REVIEW OF DRAINAGE SYSTEM 111 KIK 18TSTnEET MIRE 1010 Date ! 6-D poalais i Project Name.&L- Location I SectionTownship Vf Range Ten tative Plat Location within C.O.I Trees Basin ❑r Review for Compliance with Dade County Aquffer Protection Requirements. � Provide Oil and Grease Interceptors at all.Catch.Basins preceding French Drains, as per attached standard details. ❑ Provide Oil and Grease Interceptors at Structure No.: ❑� All French Drains to have invert of orated pipe and minimum elevation of Oct.ground water level of NGVD or higher. ❑� Review for compliance with Section 24.12.1 of Metropolitan Dade County Code. COMMENTS: 1. French Drains shall be as per SD1.1 2. Catch Basin shall be as per SD2.6 with Oil & Grease interceptors(baffles) preceding all French Drains. 3. Property line must be graded to avoid runoff into adjacent property: 4. This review Is for Stormwater Quality only; Stormwater Quantity to be reviewed by Public Works Department. Outside C.O.I. 1. Design for compliance with D.C.Aquifer Protection Requirements. 2. CommerchdAndustrial &Residential with Parking Area,provide Pollution Retardent Structures at all Catch Basins. Inside C.O.I j Design for compliance with Dade County Code Chapter 24.12 rr_e DCFC ' Reviewed b}•_tom--- LT6-' k1` WT 3 1 DRY EXFILTRATION SYSTEM IN PAVED AREA catwTm, S . �L, .� Sn 16- at u+m ttEI�famra FM aftCMU SA Mid t0"- 0f q ,Aoj • MME P,ser £ Q2 et�o C(eav►ouf Cov¢f 6016 b�. r 0.1 3��E& CM Per Wg r..� 1'Fi•�•� � l SCr-e,.rS. - ISO at 4 Mi, cam C= 3" SeP"'X+ioh VsurtP �M Rel Mi'q � .... ..._ {'qt:t S i3e ceti*o(.. (3asHO TTIE er ptQ TEE I)¢r S D •6 AtTER►tltTE 'A' TM 10, 1 TEES Or P.0 eutwa a c mkTat Re�,ouubleCap p,e POt t�0�5� tkb M N chats o� t�CDt.tic d oa wrRt S crews �. t x K SQUK at tlatAO ra Pt�� 6" t+co turrtLs s�t4 tug pay a�a�ewt1« -� (8 Min .t;:L.IQOatc txtrloc asa, aAfffM Y' tcAo*9 rtit�� TY?E p roR 0140 TEE TYPICAL CATCH BASIN tXcM a su TYPE J rot 2 TEES coact C= 8(Trgm&Tr �—`� �t`�-1I GREASEC&COIL SEPARATOR pl L+6aAZE: (WITH SECPACC HOLC AT ®OTTOM) PRECEDING FRENCH DRAIN TWO (2) TEES AS SHOWt4 IF F.D. AT BOTH SIDES OF STRUCTURE NOTES: I — ABOVE STRUCTURC TYPC 'P' S.O. 2.6 IS REC06AUCHOCO rOR SMALL DRAINAGE AREAS LESS THAN 0.20 SkORC PER CATCH .BASIH. ` 1• 2 — rOR DRAINAGE ARCAS EOUAL TO OR GREATER THAN 0.20 BUT NOT EXCEEDING •3 ACRE•PWMC TYPE 'I AS PER S.D., 2.16 -STRUCTURCS. • ' 3 . ALL INVERTS •Of PERPORATEO PIPES TO BC -AT OCT0BER WATER -TABLE- 4 'WHCN PRETRCATMCNT IS REQUIRED IN A DRY EXrILTRATION SYST64. If CRAOE r CONDITION' ON SITE IS SUCH TWIT THE INVERT Or THE tMION PERr0rATEO PIPE LEAVING THC CATCH BASIN IS SCLOW THC OCTODCR CROUNO WATER LEVC:L: A TRANSITION IS RCOUIRCO rROu Tests INVCRT ELEVATION TO THE INVERT Or THE PERPORATEO PIPE- 5 — ALL OTHCR ALTERNATIVES TO THE A80vC OIL & CREASE INTERCEPTORS DUST BE RCvtcwCO AND'D.PPROvCO ey O.E.RjA. PRIOR TO ISSUANCE Or A CONSTRUCTION PERMIT DRY EXFLLTRATION SYSTEM IN PAVED AREA rn;•, s � C�,c.Bq PRRaa5�6' • OR tl�t e�ox�owf fm#rftrw SA Mid 10"_ of awb Mgn.,Aoj • ffYE R,s2r ' C ► O� 3Su►ub cm Pot�/G Cce�vtouf Cover Awd b': _ is" ot _ �! Mi:. Q�AStt Fn�rRp� d mih MOH g i3e Cora W oo. TT►E ' %r/ CNe TEE I>¢r 5 D 1 (� ALTE W0F_ 'A' r"* J w 1 TEES /O t Ls= M"M%Od 6Yi ck to Gro of e ra mftw s e. Or F•cA VAWAL t1t O�etttitToR v Re,v,'ouc�e w Q 25 CLIO(&ASS 6 it f SIL ME SA.24 OR tax 6 s-� C� 3 5to6 M;H rasa o N w d o+.OR 1 t�fit tom' o d {?enooa Q oe% (R OC t44w 6" ow ta+ to&V= � 4:lo. « SEE1t4 18'M,n s�sc!'•q twc 3'��e�ck roll 0, �D iwu sca4aC"sn �E I' w3^0 Ow au � � ht�� TYTC p FOR ONE TEE TYPICAL �CaTCH BASIN iCO� a Eu rnE 3 FOR Z TEES CCKI= AITFRNAT T� 1t`TtI GREASE C& * OIL SEPARATOR a t-+6aA.%P_ (WITH SEVP40E HOLC AT OOTTOU) PRECEDING FRENCH DRAIN - . TWO (2) TEES AS SHOWt4 IF F.D. AT BOTH SIDES OF STRUCTURE NOTES: I — ABOVE STRUCTURE TYPC 'P' S.O. 2.6 IS RECOUSACHOEO FOR SMALL ORAI"ACE AREAS LESS TKAN 0.20 xCRE PER CATCH .6AStH. % 2 — FOR DRAMA-CE AREAS EQUAL TO OR GREATER THAN 0.20 OUT HOT CXGEEOING ,3 ACRC'PROVIGC TYPE 'I AS PER S.D.- 2r6 sTstuCTURCS. 3 a- JILL INVERTS -OF PERFORATED PIPES TO BE -AT OCTOBER WATER -TABLE. 4 -•WHCN PRETREATUENT IS REQUIRCO IN A ORY CXFILTRATION SYSTC". IF CRAOC CONOITION ON SITE IS SUCH THAT THE tHvcRT or THE HON P6RF0FATE0 PIPE t.EAVtNG THE CATCH GASIN tS 6CLOw THE OCTOQER CROVNO WATER s.EVCL-. A TRANSITION IS REOUIRCO FROu THtS INVERT CL'CVATION TO THE INVERT OF THE PERFORATED PIPE- S — ALL OTHER ALTERNATIVES YO THE ABOVE OIL Sc CREASE INTERCEPTORS DUST BC RCVICWCO AND'XPPROVCO BY O.E.R.M. PRIOR TO tSSUAKCE OF'A CONSTRUCTION PER+�t7 { METROPOLITAN DADE COUNTY. FLORIDA METROMOA0E "R:EMEw SEOMN ENVIRONMENTAL REVIEW OF DRAINAGE SYMM 111 KIK 18TSTMET CWTE 1010 MAW.*FLOFADA=1913-100 Date 4 Project Name Location 540 -5 Section_Z�L—Township Range—C&- Tentative Plat Location within C.O.I Trees Basin ❑ Review for Compliance with Dade County Aquffer Protection Requirements. Q� Provide Oil and Grease Interceptors at all.Catch Basins preceding French Drains, , as per attached standard details. ❑ Provide Oil and Grease Interceptors at Structure No.: ❑f All French Drains to have invart of orated pipe and minimum elevation of Oct. ground water Level of � A1GVD or higher. ❑� Review for compliance with Section 24.12.1 of Metropolitan Dade County Code. COMMENTS: 1. French Drains shall be as per SD1.1 2. Catch Basin shall be as per SD2.6 with Oil & Grease interceptors(baffles) preceding all French Drains. 3. Property line must be graded to avoid runoff into adjacent property: 4. This review is for Stormwater Quality only; Stormwater Quantity to be reviewed by Public Works Department. Outside C.O.I. 1. Design for compliance with D.C.Aquifer Protection Requirements. 2. CommercialMdustrial &Residential with Parking Area,provide Pollution Retardent Structures at all Catch Basins. Inside C.O.I Design for compliance with Dade County Code Chapter 24.12 ' DCFC -.f Reviewed b}• 2`-�