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Home My WebLink About3513 Orlando Dr 22892 Load Calcs Discount Tire CoFORM 8 00C 86 C 6 3 -*:/n- Sd FLORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 8 -- SIMPLIFIED ANNUAL ENERGY METHOD ADMINISTERED sY THE DEPARTMENT OF COMMUNITY AFFAIRS I STATISTICS NON - RESIDENTIAL BUILDINGS PROJECT ADDRESS NAME DISC s 42 PERMITTING OFFICE g(p JURISDICTION NO.: l CITY, ZIP CODE cf. Z%%Z PERMIT NO.- BUILDER O W N E R V. DOUW)O Cc _ 7' I 'TI LC. Lv . GEC dIR M 3L1Z1 ZONE ; S Q'].(1 L "LedL M T 464 c 8 BUILDING CLASSIFICATIONISI BUILDING VALUE S ICc0,C00. SYSTEMS AIR CONDITIONING UNIT NUMBER TYPE EER SEER COP TONS U = UNITARY C = CENTRIFUGAL P = POSITIVE DISPLACEMENT ENVELOPE Net Area U WALL NO. 1 ado Z3 NO. 2 ROOF zo 3Dr 7 26 RAISED FLR / INT WALL 12S'C 34- GLASSZ TOTAL COND. FLOOR AREA= S.F. LIGHTING TOTAL KW = /Z•Q Compliance with Section 8 was demonstrated by a Prescrip- tive Measures methodology or by Dual Calculation. 807.2 Supermarkets = 809.2 Basic Features 807.3 Restaurants 809.3 Dual Calculation 807.4 Kitchens Budget HEATING UNIT NUMBER TYPE COP I BTUH l E — ELECTRICAL RESISTANCE HP — HEAT PUMP G — GAS O — OIL COMPLIANCE SECTION 8 BUDGET .4o BUILDING M87U/SF SECTION 4 BUILDING TUAS"F CALCULATION METHOD: In accordance with Section 5 907 F.S.. I her,eoy cerI,fy that the plans and specifications covered C ulation are in compliance with the Florida Energy Code. - OWNERLAGENT: DATE` D — Review of the plans and s cificat ns covered by this calculation indi- cate compliance with the Florida Energy Cone Before construction is completed. this buiiding will be inspected for compliance in accordance with Section 553.908 F.S BUILDING OFFICIAL DATE S00 FORM 8 OOA - 8- FLORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 8 -- SIMPLIFIED ANNUAL ENERGY METHOD ADMIMISTEWED sy THE DEPARTMENT OF COMMUNITY AFFAIRS ENERGY CONSUMING! _ WINTER SPRING AND FALL SUMMER ELEMENTS TA•H U• ARL"A MTR MBTU U• AREA MTR MBTU U• AREA M T R MBTU WALLS 2 z+o A Uw y Aw WWM FLU Z ,-7 o 1 -337O,g B ROOF Ur Ar RWM C RAISED FLOOR 8 UI At FWM INTERIOR WALLS ,1C' --25aS.Gy OUTSIDE AIR F li G PEOPLE HEAT CHI -LIGHTING HEAT HVAC MOTOR HAT— IMSID[ CONo. PACE NOT INCLUoto IN C.O------ Uo Aa lCWM, bX. 3 CFM V WM- r AI PWM T WATTS LW U= BHP MWM Uw } Aw fWSFMT I 1 -0.3 E-379,Sz r— R SF M T 1 17.5 1 3a7 ,sri U it Au tCSF M ' Uw IIWSL44 S B4OS Ur Ar zRSM c 3G 7 j.3G CFM? VSFIiA— CFM VSM 1H- 9 1 z.qs os: AI PSFMIi At PSM 3 ? 1 ATTS LSFM- ATTS LSM z, 9 3/z3 2,3- BHP * MSFM-, BHP tm11 J K WINTER SUBTOTAL L START-UP HEAT At os'o5 M I SUBTOTALS Q -,IECI HEAT/COOL SYS. MTR P SEASONAL SUBTOTALS 1 / 219+s1 Heat SSNT a H x HSM /,D choose SoQZ7.03 choose Cool Heat 1, Cool C ) a14o. L H x x x CS , V HSM ,J CSM , Z_ a 51zoH add add x CSM C 7i o7 01 ENERGY SUMMARY HEATING COOLING add LIGHTING LRE x WATTS t MBTU Oge er RAW ENERGY 10770 HW oR BUHW At MBTU PO + 7 WATER HEATING o % , ` 1 HVAC DEVICE MRE BHP MBTU MOTOR COOLING TWR RAW PUMPS ENERGY AHUS - VAV ANUS - CV OTHER TOTAL R TOTAL MBTU SS/ SD TOTAL MBTU FLOOR AREA A+ .T. DESIGN ENERGY U ALLOWABLE ENERGY BUDGET -Table 8-7 R _ S 'os _ z3, Construction Company, Inc. P.O. Box 3632, Longwood, FL 32779 (305) 682-1304 June 15, 1988 TO: SEMINOLE COUNTY BUILDING DEPARTMENT RE: BUILDING PERMITS Please be advised that Todd Stitt has the Power of Attorney to file for Building permits for the Discount Tire, Sanford, Florida. Attached is a copy of my General Contractor's license. V RoerH. Stitt Pre Subscribed and sworn before me this day of 1988. y, Notary Public My commission expires: Notary Public, State of Florida at Large My Commission Expires March 17, 1992 Bonded thru Huckleberry & Associates STATE OF FLORIDA ECp.Irlitlftit gIrUIC581pt1;]I\f qlilzitlott CCNST,WCTION INDUSTRY LICENSIN6 BOARD DATE: LICF_N4E NO. BATCH NO. C6/1 Ole 7 CG CH1 397 08470 THECcRTIFI=D G` NERAL CONTRI-iCTOR NAMED BELOW IS CERTIFI;_D UNDER THE PROVISIONS OF CHAPTER 489 FOR THE YEAR EXPIRING JUNE 3?7. 1989 STITT. RG•;F H Jh R H S CONSTRUCTION CO INC 31,2 PARTRIDGE LANE LCNGWOOD FL 32779 GOEANOA DISPLAY IN A CONSPICUOUS PLACE LIFE SAFETY CODE HANDBOOK tr , Is 28-1. Example of Combination Swinging and Sliding Doors Allowed by` Exception No. 3 to 28-2.2. Capacity of Means of Egress. The capacity of means of egress shall be in accordance with Section 5 3 In special purpose industrial occupancies, means of egress shall be provided a the persons actually employed; spaces not subject to human occupancy because of thFmachineryorequipmentmaybeexcludedfromconsideration. rkExceptionto28-2.3.1 places practical limits on the number uled exits and on the arrangement of the means of egress in a special..: 4 se industrial occupancy. There is no life safety purpose served by Lling exits from the center of a large machine or equipmentionwheretherearenooccupantsundernormaloperatingtons. A number of industries provide weather shelter for ,large' ses and equipment. Typical examples include steel rolling mills, extruders, and metalworking machines, . all of which occupy a ; 'f, sty of the floor space in the sheltered building. In many of the more Iucated operations, full process control is conducted from"I", ss ly located control room. Personnel are normally in the buildinI t maintenance and .adjustment purposes, and then only on a limited ° To provide exits from such special purpose industrial occupancies ---,- serve no useful purpose and would impose a severe- economic ' t in the name of safety. j large areas normally enclosed by special purpose structures would'# an excessive number of units of 'exit width if the occupant load q alculated on the basis of 100 sq ft (9.3 sq m) per person. Ifsionsforthecapacityofthemeansofegressinaspecialpurpose; ssal occupancy were based on the requirements specified for general-Csaloccupancies, the result would be extensiveegress fa"cilinesTfor" cent occupants. Such arrangements might actually result to exits lequiredfromtheinteriorofmachineryand' equipment, an idea latiblewiththeequipment's design. Itsmany cases the exits would locations which even under normal operating conditions would idered dangerous for humans. Poorly conceived exit facilities serve safety purpose and detract from an otherwise well des_igned ezt C2E i eex 51=. • . E1r.C.( INDUSTRIAL OCCUPANCIES 917 28- 2.3.2* The minimum width of any corridor or passageway serving as s a required exit, exit access, or exit discharge shall be 44 in. (112 cm) in the clear:. A- 28-2.3.2 Greater corridor widths are required wherever necessary accommodate thetravelthroughthenumberofunitsofexitwidthservedtherebyand,under,special conditionsaselsewherespecified.' It is not the intent of 28-2.3.2 to limit the widt of a corridor or passagewayto44in. (112 cm). Where there are m re than two units of exitwidthserved6ya "corridor, a greater corrido width is required. The widthofacorridormustbeatleastaswideasaexittowhichitleads. 28- 2.4 Number of Exits. 28- 2.4.1 No less than two exits shall be provi d for every story or settles -including storiesbelowthefloorofexitdischargeusedfgeneralindustrialpurposesorforusesincidentalthereto. Exception; For rooms or areas with a total aPacity of le.ri than 25 persons having a direct exittothestreetortoapeast., e building at ground level, with a total travel distancefromanyointofnotover50ft (15 m), Jingle exit maybe permitted. Such travel shallbeonthesameorethe—Iraverlrng of stairs is required, there shall be a verticaltravelofnomorethan15ft (4.5 m J and such stairs shall be provided with complete renclosures to separate them from any other part of the building, with no door openings therein. ThisExceptionshallnotapplytohighhazardindustrialoccupancies. The intent of the Exception to 28-2.4.1 is to allow the construction of small meeting or conference facilities or an office area in an industrial occupancy, as shown in Figure 28-2. It is common practice to provide smallareasforshiftsafetymeetings, production scheduling, coffee breaks, etc. Occupants are normally limited in number and are quite familiar with theindustrialoccupancy's layout and construction. The appropriate occupant load factor [for example 100 sq ft (9.3 sq m) per person] is used todetermineifthespacewillhaveacapacityoffewerthan .25 people. Sincethenumberofoccupantsislimitedto25, these areas represent a minimum risk to life safety, as contrasted with a place of assembly where largergroupsofpeopleareanticipated. Occupant Load Less Than 25 X — A Maximum 50 ft,(15 m) 3w f A RA{} Figure 28-2. An Exception to the Two -Exit Requirement of 28-2.4.1 Based on Limited Occupant Load and Travel Distance. A r aSr i a' i'., ijj j Construction Company, Inc. a® ss' P.O. Box 3632, Longwood, FL 32779 (305) 682-1304 a TO SANFORD BUILDING DEPARTMENT 300 North Park Avenue Sanford. Florida 32771 GENTLEMEN: WE ARE SENDING YOU MAttached Under separate cover via Shop drawings Prints Plans Copy of letter Change order Test reports DATE JOB NO. 6/14/88 8809 ATTENTION Gary Winn RE: DISCOUNT TIRE I 322-3161 j Samples the following items: 0 Specifications COPIES DATE NO. DESCRIPTION 2 Energy calculations 9 Civil Drawings — Signed and sealed. 3 Buildng plans — Signed and sealed. 1 Application for development plat. THESE ARE TRANSMITTED as checked below: For approval Approved as submitted 0 For your use Approved as noted As requested Returned for corrections For review and comment FOR BIDS DUE 19 — REMARKS Please process for a building permit. COPY TO Resubmit copies for approval Submit copies for distribution Return corrected prints PRINTS RETURNED AFTER LOAN TO US SIGNED: If enclosures are not as noted. kindly notify us at Once le Roger H. Stitt, President C ` h D S CDuA 4. +a 3s13 0 r- 1fa p