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HomeMy WebLinkAbout541 N Palmetto Ave (2)FORM 8 OOC - 84 FLORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 8 -- SIMPLIFIED ANNUAL ENERGY METHOD ADMINItTERED EY THE DEPARTMENT OF COMMUNITY AFFAIRS 8CI STATISTICS NON — RESIDENTIAL BUILDINGS PROJECT NAME Hemmin wd 'S I PERMITTING OFFICE ADDRESS: Holiday Inn Sanford Marina JURISDICTION NO.:tV9/ CITY, ZIP CODE Sanford, FL 32771 PERMIT NO.- oCQS) BUILDER Mac Miller ZONE: 5 OWNER : Gerald R. Gross/Architect/Agent BUILDING CL-AS'SIFICATION(S) : ZZ BUILDING VALUE S Budget Compliance Figured SYSTEMS AIR CONDITIONING UNIT NUMBER, TYPE EER SEER COP TONS 1 U 8.2 2 U 8.2 U = UNITARY C = CENTRIFUGAL P = POSITIVE DISPLACEMENT ENVELOPE A ee a U WALL NO. 1 3240 19 NO. Z ROOF 4212 2 RAISED FLR / INT WALL GLASS 8 TOTAL COND. FLOOR AREA= 3278 S.F. LIGHTING : TOTAL KW = 8195 HEATING UNIT DUMBER TYPE COP BTUH 1 E 1 1 E E a ELECTRICAL RESISTANCE HP — HEAT PUMP G — GAS O — OIL COMPLIANCE SECTION 8 BUDGET c 33.8 BUILDING MBTU/SF i SECTION 4 BUIL G MBTU/ ' C CULA-TION ELw''OD: _ with Sectionf;55!907 /. Ijhereby ms covered i y(iis cal a b;i are in DATE: 9/25/84 __-- that 01 plans is a 4ith the Review of the plans and specifications covered by this calculation indi- cate compliance with the Florida Energy Code. Before construction is completed, this building wil le nspected for compliance in ac cor ance with Section 553.908 F.S. j ' BUILDING OFFICIAL: J w DATE: - / , v I IPL L9 co t rn J J WINTER SUBTOTAL choose Heat L START-UP HEAT Ai SUH It y Cool -,6,. M SUBTOTALS HO or © H G HSM x C 7 D CS x4 HSM x C 31733, C ,77`sp CSM y aD CSM ! j * MTROilHEAT/COOL SYS. Ci SEASONAL SUBTOTALS C O H -+ C C ,G ENERGY. SUMMARY add add HEATING x 9Q(p .377J.-. - COOLING LIGHTING r_ _rLRE _WATTS 6 C MBTiI toga er RAW ENERGYl 17701; WATE`•- HEATING (\% HW oR BUHWg A! _ g MBTV' Ii HVAC MOTOR RAW ENERGY\ S 3 T'y TOTAL MSTU 17 6.9- (0 DESIGN ENERGY U ALLOWARLE- ENERGY BUDGET -Table 8-1 1 FORM 8 OOA 84 FLORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 8 -- SIMPL.'FIED ANNUAL ENERGY METHOD AOWNISTERED BY THE CEPARYMENT OF COMMUNITY AFFAIRS tGY CONSUMING WtNT_ER =! ARiA G AND FALL SUMMER _ C[ELEML=NTS T s e ' T 'x —T --- AREA ' MTR MBTU UeAREA MTR AB TU MTR MBTU Uo ALES Uw _. 'WWM 'lw Aw jWM Uw Aw WSM' ROOF (Ur—x At _ RWM r CE bRSFM Ur " At. RSM Cq, RAlSED FLOOR 8 Ui iY A: FWM U Ai •F_SFM- _ 3_Ui A FSM _ s !M'PtR1OR ,'NAI l.S.— = a_z ¢ . .._— ASS SOLAR- OR. Sc A9..+Sj M SC A9 YSOr1W1 L417,2_.c00p s - _ 1, GL 4fiS :ter T ''-UC`I':ON __ IJa Ae Y Ciwm UeI IA CSFM Ue= As CSyM f _ OUTSIDE AIR " G PEOPLE HAl fir j`Ir LIGHTING HEAT HVAC MOTOR._-H- 1lr8IDE CONO. SC V NO- . 4 CFM VWM- f At i PWM 1 WATTSi LWM T 1 8HP xMWM CFM UVSFM- _ E F • VSM ---- r+_ z + PSM ATTS LSFAA= ATTS• L S M i BHP *MSFM- BHP MSM-1 E a I NAME LOCATION i-- ,- I 1 L tm DATE / 1 4 ' Y BUILDING SYSTEM NO. CONTRACTORSO C-1+ % CONTRACT NO. CALCULATED BY ti 172 IN = c ''"-- DRAWING NO. CONSTRUCTION: L_1tOMBUSTIBLE CNON-COMBUSTIBLE CEILING HEIGHT ZZ Sl FT. OCCUPANCY Mr--2C F 1JT I L 1 APPROVING AUTHORITIES Q'f 1 FPA. 13: LT. HAZ. ORD. HAZ. GP. 01 03 Q EX. HAZ Q NFPA 231 Q NFPA 231C: FIGURE CURVE OTHER (Specify) Z 0 SPECIFIC RULING MADE BY DATE w AREA OF SPRINKLER OPERATION I S O O SYSTEM TYPE DENSITY 4 LJ' WET DRY [:]DELUGE PRE ACTION AREA PER SPRINKLER r3 2 SPRINKLER OR NOZZLE N HOSE ALLOWANCE GPM: INSIDE MAKE MODEL HOSE ALLOWANCE GPM: OUTSIDE SIZE Z- K-FACTOR S, k RACK SPRINKLER ALLOWANCE TEMPERATURE RATING 1 to ° -, Z REQUIRED `i- 4 S PSI REQUIRED 0 00Q `, • 3 - ? CALCULATION GPM SUMMARY C•• ZO ISoecily Locauom oFACTORUSED: OVERHEAD UNDERGROUND WATER FLOW TEST PUMP DATA TANK OR RESERVOIR DATE 3 TIME RATED CAPACITY CAPACITY a STATIC PSI 59, AT PSI ELEVATION RESIDUAL PSI `Z Cr ELEVATION WELLFLOWING80, O cr GPM ELEVATION PROOF FLOW GPM Q 3 LOCATION SOURCE OF INFORMATION l NZ G 7DEPA'2T"Ni C T.T COMMODITY CLASS LOCATION STORAGE HEIGHT AREA AISLE WIDTH w STORAGE METHOD: SOLID PILED °a PALLETIZED 0, RACK °o C7 Q p SINGLE ROW CONVENTIONAL PALLET AUTOMATIC STORAGE ENCAPSULATED U) DOUBLE ROW SLAVE PALLET SOLID SHELVING NON- MULTIPLE ROW OPEN ENCAPSULATED O i Y FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING O U LONGITUDINAL_ TRANSVERSE FT. IN. HORIZONTAL BARRIERS PROVIDED JOB NO. HYDRAULIC CALCULATIONS DRAWING NO. "Gr " SHEET NO. OF d NAME BY ._LJ[/ T LOCATION / O 1, l / 1 GX /G/, DATE Z 8 Bi: NOZZLE TYPE b LOCATION FLOW IN G.P.M. PIPE SIZE FITTING DEVICES PIPE EQUIV. LENGTH FRICTION LOSS P.S.I./FT. REQUIRED PSI HYD. REF. PT. ELEV. N 0 T E S Q LGTH. 6/B PT (y Za C E,9 2 . Z FTG. Q TOT. E- 2,0? Q LGTH. / PT q a FTG. /9 P F S. 5 2 Q 0 TOT. 23 PE -/ Q LGTH. PT 8.04 FTG. P F Q TOT. PE f100 1 FGTH*-j PT FTG. P F Q 44, O TOT. PE Q LGTH. PT FTG. P F Q TOT. PE Q l LGTH. 4C PT 6. DD 3 JG.P•/t-% FTG. ZL•¢OQA16ZPFG 2 . 9G TOT. PE Q LGTH. PT /6 . FTG. P F Q Z3./5 TOT. E Q LGTH. PT FTG. P F Q TOT. PE Q FTG. f Z LGTH. 1 98 PT 8.0¢ o P F, t• b41TY-i d Q TOT.3 PE 4.-4 7— G Q LGTH. PT , T //2.9 6 FTG. PF D Q TOT. PE Q LGTH. PT FTG. P F Q TOT. PE Q 1 LGTH./Z. 6' PT 16• 0 FTG. 4 P F Q22A TOT. -5' PE-0.09 Q L 06 LGTH. / 698 PT G Af JAY —or FTG. PF b 9EK4.//=G:•O Q Q(p TOT. 23 PE - Q LGTH. PT ZG FTG. P F Q TOT. PE L .VE Q L PT G. P F Q TOT. PE Q LGTH. PT FTG. P F Q MT. PE Q LGTH. lo 8 FIT OG fiJll; T G PA 1 1, P CIFTG. P F Q 2• a TOT. P Ej Q I LGTH. PT FTG. P Q Z e • B8 TOT. E PT PRINTED IN U.S.A. HYDRAULIC CALCULATIONS JOB NO. DRAWING NO. /' - • * SHEET NO. Z OF NAME h/ T %' /./ 7-- i i,' G t BY , J - LOCATION 66"7---:70 rr D ..El or 1 v x DATE NOZZLE TYPE b LOCATION FLOW IN G. P.M. PIPE SIZE FITTING 6 DEVICES PIPE EQUIV. LENGTH FRICTION LOSS P. S.I./FT. REQUIRED PSI HYD. REF. PT. ELEV. NOTE S 1 S Q LGTH.4-• PT 16,0C 6-,_ FTG. PF Q22. 4- TOT. PE Q i LGTH. PT FTG. PF Q TOT. PE Q LGTH. PT 6- Z FTG. F P F Q ' Z2, TOT. //. K PE Q I LGTH. PT 7 -- o i E FTG. PF $. 43 p Q4`i. TOT. . 3 PE Q G LGTH. 19 7 PT Z 47 FTG. PF I Q TOT. PE - 24c I Tf „7., Q L LGTH. GZ0 PT 24,PO FTG. L , P F .-7 Q TOT. 5 9.0 PE -3,15 Q LGTH. PT FTG. PF Q TOT. E Q LGTH. PT FTG. PF Q TOT. PE r • z7Q LGTH. PT •OG 1 T FTG. PF Q 22.4 TOT. PE Q LGTH. PT 7 FTG. PF Q I TOT. PE Q LGTH. 6 • 6 G PT 1,4. go FTG. Q Z 2 . ¢ TO T. PE Q LGTH. p 5p3 PT 7OM.B/c Li yr 7-/ $ 7-Z FFTG. (o PF o Qr Q TOT. PE - 4 4 Y S Q Z LGTH. 25 072¢ PT 5. A 7 bjc 1,, 7 Z FTG. (o PF 2. 7 Q TOT. ¢/ 1 PE - 5.1-Z of,12y/5 Q LGTH. PT. O / 2_ FTG. PFQTOT. PE I..•F/ / Q.6.G LGTH. D 7 j' PT rL o.0 r 9/ O FTG. PFOCR_ Q 7 Q DTOT. PE d X Q LGTH. PT ., FTG. P F IS. 2 Q TOT. PE Q LGTH. PT FTG. PF Q TOT. PE Q LGTH. PT FTG. PF Q I TOT. E PT PRINTED IN U.S.A. HYDRAULIC CALCULATIONS JOB NO. / DRAWING NO. "' SHEET NO. Z OF NAME L BY LOCATION v 19 A ' D_ FL o 19 DATE /1/ 412 NOZZLE TYPE 6 LOCATION FLOW IN G•P•M. PIPE SIZE FITTING 3 DEVICES PIPE EQUIV. LENGTH FRICTION LOSS P. S. 1. /FT. REQUIRED P.S.I. HYD. REF. PT. ELEV. N 0 T E S LGTH. II PT • r- FTG. P, PF :. o JF,ezTQ 114 g TOT. E Q LGTH. PT Z • ; r e Z a.7 74•S? FTG. PF Z• ]% Q TOT. PE Q LGTH. p PT i o.DO FTG. 2 PF L Q 22. TOT. 3 Q LGTH. D/9 PT . X P/ 8 0 53G7 Q TOT. PE X Q LGTH. PT FTG. P F Q TOT. PE Q LGTH. PT FTG. PF Q TOT. PE Q Ad9 4,4 LGTH. a- % PT 29.90 L Z F`' 2 0 X f FTG. PF T ff Q TOT. E Q qil LGTH. PTQ2FTG. 2p.i7 4•$=//98( 14z TOT. PE 9/.. Q 27 L2Z LGTH. Z 5 PT Z 9I8..3[X 4-13 =9f•Z% FTG. PF . SO Q .2 TOT. PE Q I LGTH. PT x r 5.36x 5.25 2A/7FTG. PF Q TOT. ?67 PE Q 26• LGTH. O Z PT 2S, O oEFTG. PF .72 TOT. 143, 5 P E Q 7" LGTH. • 9- O 027 PT 9, 2 F 2•/ FTG. A 4 PF .3.98IQ0 , BV. TOT. 14f 3 PE 8.9 E Q%DD,GO C LGTH. 79 OJO¢ PT 2. BAv E CA E QX FTG. PF Z.SZ Q B Q TOT. PE / • -1 r Q LGTH. PT FTG. PF Q TOT. PE Q LGTH. PT FTG. PF Q TOT. PE Q LGTH. PT FTG. PF Q TOT. PE Q LGTH. PT FTG. PF Q TOT. PE Q LGTH. PT FTG. PF Q TOT. PE PT PRINTED IN U.S.A. G.P.M. MULTIPLY SCALE BY 1 2 3 d S e cf mom ANN no I u lu I i.mom MIIIIII N 1.es M E M O R A N D U M March 24, 1986 To: Building Official From: Utility Director — Re: Harbor Front Village - D.E.R. Permits Gary - Harbor Front Village must apply for D.E.R. water and sewer permits after the project has been approved by the Planning and Zoning Commission. The City of Sanford requires D.E.R. form 17-1.208 (1) (Water) to be completed. Copies are available at the D.E.R. office in Orlando. If D.E.R. rules that this project is exempt from their permitting process than a statement to the City is needed concerning the exemption. xc: Bill Simmons PM/ac DEVELOPMENT FEE WORKSHEET Project Name: FRONT V1-c96" Date: 3/-10/8b Owner/ Contact Person:- 6E4A16 Phone: Address: Go7 olvF_ ",9R ivA Type of Development: 1) RESIDENTIAL Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1", 211, etc.): REMARKS: 2) NON-RESIDENTIAL Type of Units (commercial, industrial, etc.): Total Number of Buildings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 111, 211, etc.): REMARKS: CONNECTION FEE CALCULATION: we7' FA + SEwF2 TAPS QY DEvEc FR GH R6 s D0 iVo7' /IVGL uQF w9 7roc E 7 o R SF vvfR YAO G01- 7 27( a Fes. W97ER Gko w7'/f - _/` 80 0 SEWER GROw7'N - S,.2O[i 3S, 00a EFFECTIVE: November 12, 1985 UTILITY DEVELOPMENT FEES 1) Residential Fees per dwelling unit: Water Growth Fee: $ 700.00 Sewer Growth Fee: 1,800.00 W a t e r• T a p ( 3/ 4 )( See table for larger water) 130.00 Sewer Tap: 260.00 TOTAL $ 2,890.00 , 2) Non -Residential A. Fees per structure based on number of fixtures Water Growth Fee: (see fixture schedule) $ 700.00 Sewer Growth F.Fe: (see fixture schedule) 1,800.00 Water Tap (3/4): (see table for larger meter) 130.00 Sewer Tap: 260.00 TOTAL $ 2,890.00 B. The growth portion (water & sewer) of the connection fee shall be computed by the following schedule: FIXTURE SCHEDULE N of Fixture Units GrowtfirFee GrowHrFee Total I clgpo 1SJd- _ vt r 000 1 - 20 I:K $700:- jgx$1,800. - 1yx$2,500. 21 - 40 $1.400. $3,600. $5,000. 41 - 60 $2,100. $5,400. $7,500. 61 - 80 $2,800. $7,200. $10,000. Over 80 - To be computed by adding $2,500. for each 20 fixtures or fraction thereof. 3) Any development requiring a water meter larger than 3/4", shall pay the water tap portion of the connection fee as follows: WATER METER SIZES FEES 3/4" $ 130. 1 " 210. 1} " 400. 2 •500. 3 2,990. or they install 4 " 4,400. or they install 6 " 7,520. or they install 4) Any water or sewer tap work that requires any street cut or tunneling of the pavement shall pay an additional $250.00 for each such tap. Type of Fixture or Group of Fixtures Fixture Unit Value Automatic clothes washer (2" standpipe) 3 Bathroom group consisting of a water closet, lavatory & bathtub or shower stall: Tank water closet 6 Flush valve water closet 8 Bathtub (with or•without overhead shower) 2 Bidet 3 Combination sink -and -tray w/food waste grinder 4 Combination sink -and -tray w/one 11" trap 13 Combination sink -and -tray w/separate l;" trap 3 Dental unit or cuspidor 1 Dental lavatory 1 Li Drinking fountain 1k 8 ` Dishwasher, domestic 2 Floor drains w/2" waste 3h/6 = y 8 Kitchen sink, domestic w/one 11" trap 2 - Kitchen sink, w/food waste grinder 3 Kitchen sink,w/food waste grinder & dishwasher 11" trap 5 Kitchen sink, domestic w/dishwasher 11" trap 4 Lavatory w/11" waste 1 w/1}"-waste 2,,a L 98 Laundry tray (1 or.2 compartments) 2 Shower stall, domestic 2 Showers (group) per head 3: Sinks: Surgeons 3 Flushing rim (with valve}- 8 Service (trap standard) 3 Service (P trap) 2 X 8 6 Pot, scullery, etc. 4 Urinal, pedestal, syphon jet blowout 8 3 Urinal, wal lip 4 k 8 Urinal, stall, washout 4 Urinal trough (each 6' section) 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, private (tank operation) 4 1 Water closet, public (valve operation) 8 x16 Fixtures not listed above: Trap size 1{" or less 1 Trap size 11" 2 Trap size 2" 3 Trap size 21" 4 Trap size 3" 5 Trap size 4" 6 Reference: Standard Plumbing code, Table 1304.1 page 13-4 and Table 1304.2 page 13-5• 2 7(o F, V. DEVELOPMENT FEE WORKSHEET Project Name: 1-19R,60.f FROAlf V Date: 3/-10/86 Owner/Contact Person:. ERAL cl:r Phone: Address: Lo7 O/VF .SANFo.ta M9R1iVA Type of Development: 1) RESIDENTIAL Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1", 2", etc.): REMARKS: 2) NON-RESIDENTIAL Type of Units (commercial, industrial, etc.): Total Number of Buildings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1" , 2" , etc.): REMARKS: CONNECTION FEE CALCULATION: m9 yER TAPS Qy QEvEt F_R C190A6 S OD /VO7" lVcI v4E SFwF,e lob . 1 7Wo F L." W97ER GROw>/f — /%806 SEWER 6ROw7'A; - s, Gov Ona 7-1 7,94 oru't-2 EFFECTIVE: November 12, 1985 UTILITY DEVELOPMENT FEES 1) Residential Fees per dwelling unit: Water Growth Fee: $ 700.00 Sewer Growth Fee: 1,800.00 W a t e r T a p ( 3/ 4 x See table for larger water) 130.00 Sewer Tap: 260.00 TOTAL $ 2,890.00 2) Non -Residential A. Fees per structure based on number of fixtures Water Growth Fee: (see fixture schedule) $ 700.00 Sewer Growth Fie: (see fixture schedule) 1,800.00 Water Tap (3/4): (see table for larger meter) 130.00 Sewer Tap: 260.00 TOTAL $ 2,890.00 B. The growth portion (water & sewer) of the connection fee shall be computed by the following schedule: FIXTURE SCHEDULE N of Fixture Units Growt irFee GrowiirFee Total , 1 - 20 ILAK $700.` i,}x$1,800. = ,,tx$2,500. 21 - 40 $1.400. $3,600. $5,000. 41 - 60 $2,100. $5,400. $7,500. 61 - 80 $2,800. $7,200. $10,000. Over 80 - To be computed by adding $2,500. for each 20 fixtures or fraction thereof. 3) Any development requiring a water meter larger than 3/4", shall pay the water tap portion of the connection fee as follows: WATFR METER SIZES FEES 3/4" $ 130. 1 " 210. 1} " 400. 2 " 500. 3 " 2,990. or they install 4 " 4,400. or they install 6 " 7,520. or they install 4) Any water or sewer tap work that requires any street cut or tunneling of the pavement shall pay an additional $250.00 for each such tap. Type of Fixture or Group of Fixtures Automatic clothes washer (2" standpipe) Bathroom group consisting of a water closet, lavatory & bathtub or shower stall: Tank water closet Flush valve water closet Bathtub (with or without overhead shower) Bidet Combination sink -and -tray w/food waste grinder Combination sink -and -tray w/one 11" trap Combination sink -and -tray w/separate 11" trap Dental unit or cuspidor Dental lavatory Drinking fountain Dishwasher, domestic Floor drains w/2" waste Kitchen sink, domestic w/one 11" trap Kitchen sink, w/food waste grinder Kitchen sink,w/food waste grinder & dishwasher 11" trap Kitchen sink, domestic w/dishwasher 11" trap Lavatory w/11" waste w/1;"waste Laundry tray (1 or 2 compartments) Shower stall, domestic Showers (group) per head Sinks: Surgeons Flushing rim (with valve} Service (trap standard) Service (P trap) Pot, scullery, etc. Urinal, pedestal, syphon jet blowout Urinal, wal lip Urinal, stall, washout Urinal trough (each 6' section) Wash sink (circular or multiple) each set of faucets Water closet, private (tank operation) Water closet, public (valve operation) Fixtures not listed above: Trap size 11" or less Trap size 11" Trap size 2" Trap size 21" Trap size 3" Trap size 4" Fixture Unit Value Reference: Standard Plumbing code, Table 1304.1 page 13-4 and Table 1304.2 page 13-5• 3 6 8 2 3 4 3 3 1 • 1 Lfk8 2 3k/(6 = y8 2 3 5 4 1 2 zµ _ y$ 2 2 3• 8 2)e g 4 8 4 >c = 32 4 2 2 4 8 1 2 3 4 5 6 2%G F, L.' 1 6U,s6_0 LY/-] /$L DEVELOPMENT FEE WORKSNEET Project Name: 1 9R/SoR FRO^/f V,'I- 1,96F Date: 3 °/8'6 Owner/Contact Person: 63EeA/OSS Phone: Address: GoT D/vF SA1V1-0Aa M9R,iyA Type of Development: 1) RESIDENTIAL Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 111, 211, etc.): REMARKS: 2) NON-RESIDENTIAL VV 19 yF_ A rAPS G H9A6 ICE Type of Units (commercial, industrial, etc.): Total Number of Buildings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1", 211, etc.): REMARKS: 3 8 f- v 70- 4 E G0M J I M'el Ec, /vo w rostEo %&> A r*.6 S /38 F, v" i 6,0974 ly yy97ER CONNECTION FEE CALCULATION: VV // Gl )P, _ Y l C)!J SEWER 6kowrAO Q)/ D,EvE v F_iC 00a I 'I U va S D o /vo r w977 c6r ok 1 cEVVf'R C/0 l 0 7-0- T-94 = ,3s, o00 _ 0/VI Y / 3 ZZI F. v. Gv s T = 3 °° PEA 6Ros