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98 Mission Blvd - 97-000607 (1997) (New Building) DocumentsqB M i5s 0*n .gcid ZONE CONTRACTOR LOCATIOP OWNER DATE la I ct I ( Lp PERMIT' # JOB COSTS O t7 FEE $ STATE NO. 6916 a&Cl ADDRESS PHONE N C,PLUMBING CONTRACTOR %J t c FEE 33 673 ADDRESS - PHONE # ELECTRICAL CONTRACTOR FEES b7!/ ADDRESS PHONE II MECHANICAL CONTRACTOR 144 • /FEES ADDRESS PHONE # SUBDIVISION: LOT NO, BLOCK: SECTION: SQUARE FEET: MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY MISCELLANEOUS CONTRACTOR FEES ENERGY SECT. ADDRESS -Ail( d 17I N SEPTIC TANK PERMIT NO. t'AJ 1 SOIL TEST REQUIREMENTS ( FINISHED FLOOR ELEVATION REQUIREMENTS ARCHITECTURAL APPROVAL DATE it CERTIFICATE OF OCCUPANCY ISSUED M / DATE: FINAL DATE EPI: L.6 nj ta4l - I' CERTIFCATE OF OCCUPANCY - REOUEST FOR FINAL INSPECTION DATE OF C.O.: jo—'J_c= 7_ ADDRESS: CONTRACTOR: CHECK BELOW THE TYPE.,OF C.O. Commercial Interior Remodel:_ Commercial Addition/ erations:' New Commercial: New Industrial: New Single Family Residence:_ New Multiple Family Residence: New Apartments: New Hotel: r The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign -off on the C.O., or submit an addendum if it has been denied. Your pro at ntion will be appreciated. Thank you. ENGINEERING: lm• FIRE DEPARTMENT: PUBLIC WORKS: UTILITIES/CROSS CONNECTION: ZONING : CERTIFCATE OF OCCUPANCY ' REOUEST FOR FINAL INSPECTION DATE O F C.O.: I T S ADDRESS: th t s s U_Ot CONTRACTOR: CHECK BELOW THE TYPE OF C.O. Commercial Interior Remodel: Commercial Addition/Alter tions: New Commercial:= New Industrial: New Single Family Residence: New Multiple Family Residence: New Apartments: New Hotel: The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign -off on the C.O., or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. ENGINEERING: FIRE DEPARTMENT: PUBLIC WORKS: /4/I'1$ UTILITIES/CROSS CONNECTION ZONING : CITY OF SANFORD, FLORIDA PERMIT NO DATE V THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING H.A.R.V. MECHANICAL EQUIPMENT: bOWNER'S NAME I}ICA//1:)V ADDRESS OF JOB-y 1 V 61 MECHANICAL CONTRl!L-S DtT DI tG RESIDENTIAL COMMERCIAL_ Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK I CaL_t Number 11 AMOUNT FUEL MOTOR H.P. B.T.0 INPUT —OUTPUT VALUATION NOTE: MINIMUM PERMIT FEE $1.50 TOTAL COMPETENCY CARD NO qq— CERTIFCATE OF OCCUPANCY ' REQUEST FOR FINAL INSPECTION DATE OF C.O.: l `I__ ADDRESS: 1i htr'st- rl CONTRACTOR: Lu, CHECK BELOW THE TYPE OF C.O. Commercial Interior Remodel: Commercial Addition/Alterations: New Commercial: New Industrial: New Single Family Residence: New Multiple Family Residence: New Apartments: New Hotel: The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign -off on the C.O., or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. ENGINEERING: FIRE DEPARTMENT: 9D Azz L4 (ol5 PUBLIC WORKS: UTILITIES/CROSS CONNECTION: w7 LP. - V 116e1. GD ZONING : wdlolcp ee 3:)H I CERTIFCATE OF OCCUPANCY ' REQUEST FOR FINAL INSPECTION DATE OF C.O.: [— i — ADDRESS: 90 I' USS L CONTRACTOR: ,.c T CHECK BELOW THE TYPE OF C.O. Commercial Interior Remodel: Commercial Addition/Alterations:_ New Commercial: New Industrial: New Single Family Residence: New Multiple Family Residence: New Apartments: New Hotel: The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign -off on the C.O., or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. ENGINEERING: FIRE DEPARTMENT: PUBLIC WORKS: UTILITIES/CROSS C NECTION: ZONING 3.2J7 jo /9 i m a i~o R lS Wr r r K kyeRs,- Lk-) o©ovW 00 J Z)w 2 p.,. f- U w 0VV 23 6aw 5' o & D eJ 3Zg o J Conklin, Porter and Holmes ENGINEERS, INC. MAINSTREET CENTER, SURE 100 101 N. WOODLAND BLVD. DELAND, FLORIDA 32720 TEL 904-7364142 FAX 904-736-8412 SANFORD 407-322-6841 January 29, 1998 Mr. Dan Taube New Tribes Mission Homes 78 Mission Boulevard Sanford, Florida 32771-7637 Re: Engineering to Alleviate Flooding at New Tribes Mission (NTM) Homes Sites Celery Avenue, Sanford, FL CPH Job No. N0301.03 Dear Mr. Taube: This letter is provided to NTM Homes in response to a letter received by NTM from the City of Sanford's Building Department, dated January 8, 1998. The letter from the City's Acting Building Official, Dan M. Florian, was addressed to "All Building Contractors" and placed a requirement on all building contractors to "...provide certification of elevation to make sure that finished floor meets City code or has been engineered to prevent possibility of flooding." The NTM Homes site on Celery Avenue was designed to have all finish floors well above the 100- year flood prone level. During the design of the New Tribes Mission Homes, the Flood Insurance Rate Map (FH vl), Community -Panel Number 120289 0065 B, dated May 5, 1981, was reviewed and the site itself, proposed for NTM Homes, was found to be above the 100-year flood level. To enhance local drainage, a system of swales, drainage inlets, pipes, and retention ponds was designed to ensure positive drainage away from the planned buildings. In addition, City of Sanford's site development regulations were followed and the plans were reviewed and approved by the City's Engineering Department as having adhered to their requirements. . Jamesl"f ianch, P.E. Senior Vice President cc: Mike Coggon, C.E.T., CPH Sanford A.W0301.03ycb1-29.1tr:ss recycled Paper X--/e e-rl2 I cn- Aq/c \,A,* o M .s- g2kp 5-6= ZZO- Ytt ) ail zZo-2iN c W4i/ 1 3 6 8 o w 9 If 4,J46 ' I a- 3 u) e-AT STR/e o cJ 410. S Cdz6 ZZO- ZlMee-) 2. o 4 6 iv l3g Z 2 2- w ODak) 000 w 5'! O Sl 4 7e q A/(—"o (-) A onls r A/ 1 3'7 )qme S $ Oot CA) EX l s-T'1 rv) fit cTRr dA J C c vl 7! 0,4s; i oov S-C 2.w= 2.802 0 2ooaouj(9)501 YerIT°%00d, G!>Asl pQ, eR 3.1o3ow 000rc) 321 w 3000 c) 03680 73ouJ®o° C2, 2-0-3 c2 N C J r oo©ow o o Uj 2 v 0 j 7Z- 1 6w b a U b O a a 0 1 CITY OF SAN; ORD, _iLORIDA"'-' APPLIUTION FOR BUILDING PERMIT ` `C PERMIT ADDRESS Gy ( 5 518-N. 1 PERMIT NUMBER Total Contract Price of Job I- Describe Work Irt S #", Type of Construction Number of Stories e Occupancy: Residential ' oocw Total Sq. Ft. ©0 O WRL_ FIWAI 4" -e Flood Prone (YES) hNOv Number of Dwellings Zoning Commercial n Industrial LEGAL DESCRIPTION (please attach TAX I. D. NUMBER RAt5 • D620 —a 06 0 - O ^ v OWNER [ ! P> S 1: rlC3s o-.: ADDRESS L6-4 fr57 CITY STATE TITLE HOLDER (IF OTHER THAN OWNER) _ ADDRESS CITY BONDING COMPANY ADDRESS CITY TATE STATE intout from Seminole Count PHONE NUMBER V4 % --3 Z3 —3 JeO ZIP ZIP ZIP ARCHITECT , Glvo.•- 3Zl-S fe'l4, ADDRESS CITY l'/ STATE 92/ ZIP MORTGAGE LENDER ADDRESS CITY STATE ZIP CONTRACTOR oP &HONE NUMBER D _ •S/AD ADDRESS ST. LICENSE NUMBER 6 9 6 CITY AY AS STATE ZIP Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER' S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED / ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY: IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. y ro Z ew rc`e plc/ ,. S7S 4 w d ,o,.,,. . % 0 a 0Signature of Ow er/Agent & Date Signature of Contractor & Date 0,a 0 Th• fISfra:. G AN' i1,ar. Ll r:i2D Gfle++ fr m Z Type or Print Owner/Agent Name Type or Print Contractor's Name v x 3 X71 a i o?/6/g7 C'r c 7 Signature of Notary & Date Signature of Notary & Date o Official Seal) Official Seal) v o* 4 KATHRYN CARDER O KATHRYN CARDER x1 G I * * Mr coon CC569801 * My Commissbn CCss9eol Expires Jul. 16, 2000 b Mr ° Expires Jul. 16, 2000 C rF sc V o1o O EOFf O` q n CL E Application Approved BY: Date:pC d / n Z FEES: Building Q C'SD Radon Police Fire _ a 4'- Open Space Roa Impact Application 1 V. V. O ~ PERMIT VALIDATION: CHECK CASH DATE (( BY ro y d z° ao. F ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) I , THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE ti I,li1!! l'i;U 1'U1 1;1{ Ui ,1't t'Ultt'Vt' Dale:...'---- 1 licleby name Auld at lluinl _f1'/w S r,l._ to he lily lawFul attorney in !'act lu act lur me and apply to a lire sprinkler Ilernlil lin- work to be perturmed at a lucalion dcsctibcd as: Section_ ,l _ 'I'uwnship__ Am)8t;_1' I-vt_ _—___—BlockStibdlVi>;iun_—_—_ Lq Address of Job) Owner oI'1'iuperly and Address) Ind to sign illy name and du all things necessary to this appuintment. Sig rtlure ol'C:crlili 1 Cvnlraclw• STATE, OF FLORIDA C;UUNTY Ul The liwe;gollig insU till tell[ was acl.Iiuwlcdgcd hclurc me this.. -- --day v!_ whu is persunally l:nuwn to inc or who has produced' tl- as idenlilicaliun. Signature of Nulary Public Slate ul' Flurida My Coinnlission Expires:aAIX NOT Pq, KATHRYN CARDER My CortenMtlou CC689801 r e Expires Jul. 16, 2000 0 E n re DATE : "? - la- % 7 BUSINESS ADDRESS: CITY OF SANFORD FIRE-DEPARTMENT FEES FOR SERVICES PHONE 4l: 407-322-4952 PERMIT #: PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT $ VD COMMENTS : ,i S/9 / iJ/P ' i¢ _So.•, /d'oi ys/. Fees must be paid to Sanford Building Department,,300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is true and i correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. titer anfo d i e Prevention pplicants Signature ROUTING MEMO TO: Name DepiAment or Organg'gonal Code Action 1n,Ua1e and Date 3v c41 6 OLPi. 1 ACTION: 4. Please Call Me 8. Note and Return 12. Re Our Conversation 1. Your Information 5. Please Handle 9. Signature 13. Your Comments or 2. Approval 6. As Requested 10. Please Reply Recommendations 3. Please See Me 7. Please File 11. See ;Remarks" 14. Read and Pass On qyrQrS00RI.vif I64 S 6 76, 1 / 8 / 7,7 ric-4 ve w l Ho/yC / REMARKS (Use Reverse Side for More Space) Jt copy 0,1- S'd.,x 1Vc'r,4-s o. 77 1. 4 LIP7, Ne-z4s 70 Q1` PEc7 QIvr7 (,! 7C'I(Alc N Gav7R9Vr.A 7d S Q/y; 7 COIR7",Cywrod of 74J 71-VG. F FF WALL /+R /,0v,TPC1; 70'0- glc T- FROM V 7r 1; TY d : ? AC -re c DATE a/6,/s-7 if A.L.F. FACILITY N.T.M. Drawing Date:2/2/97 2/ 2/97 19:53 HYDRAULIC DESIGN INFORMATION SHEET Job Name: A.L.F. FACILITY N.T.M. Location: HOMES SANFORD, FL Drawing Date: 2/2/97 Contractor: TRAN'THAM FIRE PROTECTION INC. P.O. BOX 62-1418 OVIEDO, FL 32762 Designer: A.U. Calculated By:SprinkCALC CSC Systems & Design Construction: Reviewing Authorities:LOCAL SYSTEM DESIGN Remote Area Number: 1 Telephone:(407)349-5100 Occupancy: Code:NFPA 13 Hazard:LIGHT System Type:WET Area of Sprinkler Operat Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1500 sq ft Sprinkler or Nozzle 0.10 Make:CSC Model:GB-QR 225 sq ft Size:1/2" K-Factor: 5.60 0 gpm Temperature Rating:155 100 gpm CALCULATION SUMMARY gpm Required: 373.7- psi Required: 29.5 @ CITY CONECTION WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of Test 09/06/96 Rated Capacity 0 gpm Capacity 0 gal Static Pressure 80.0 psi Rated Pressure 0.0 psi Elevation 0 Residual Pres 40.0 psi Elevation 0 At a Flow of 1250 gpm Make: Well Elevation 0" Model: Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 239 Gallons Notes: A.L.F. FACILITY N.T.M. Drawing Date:2/2/97 2/ 2/97 19:53 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 274 22.2 psi 1 4" Fingd Gate Valve CSC 0722U" 21 120 4.000 274 0.0 Fixed Flow INSIDE HOUSE 0 gpm 1 Pipe 4" PVx21 UNDERGROUND PIPE 200' 150 4.390 274 2.0 1 Fingd Back Flow Valve CHART LOSS 274 5.1 1 Pipe 4" PVx21 UNDERGROUND PIPE 20' 150 4.390 274 0.2 Fixed Flow OUTSIDE HOSE 100 gpm Total Loss for 7.4 psi Hydr Ref R1 Required at CITY CONECTION 374 29.5 psi Water Source 80.0 psi static, 40.0 psi residual @ 1250 gpm 374 gpm 75.7 psi SAFETY PRESSURE 46.2 psi Available Pressure of 75.7 psi Exceeds Required Pressure of 29.5 psi This is a safety margin of 46.2 psi or 156 t of Supply Maximum Water Velocity is 15.1 fps A.L.F. FACILITY N.T.M. Drawing Date:2/2/97 2/ 2/97 19:53 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)"1.85 / ID"4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv velocity pressure (psi) where Pv = 0.001123 x Q"2/ID"4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. Calculations conform to NFPA 13 edition. Velocity Pressures are considered on branch lines and cross mains Path #1 is from the most remote head back to the water source. Later Paths are from the next most remote head back to previously defined paths A.L.F. FACILITY N.T.M. Drawing Date:2/2/97 2/ 2/97 19:53 REMOTE AREA #1 FLOW GPM) PIPE OF LENGTH FITS FEET PAGE 1 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 13 TO W (SUPPLY - DRAWING REF. "W") HEAD 13 15.7 1" 1 0 1410" 5.9 fps 7.4 7.4 7.4 22" 0.15 gpm/sq ft 1.049" 0 0 210" 0.083 1.3 0.0 0.5 22" K = 5.60 15.7 120 40 0 1610" 1 0" 0.0 7.4 7.9 24" REF 23 16.0 1" 0 0 10'10" 11.9 fps 8.7 8.7 PATH 3 1.049" 0 0 0" 0.305 3.3 0.9 K = 5.73 31.7 120 40 0 10'10" 0" 0.0 7.8 REF 22 18.5 1%" 0 0 1110" 10.9 fps 12.0 12.0 PATH 7 1.380" 0 0 0" 0.188 2.1 0.8 K = 5.53 50.2 120 40 0 11'0" 0" 0.0 11.2 REF 21 19.5 lIb" 0 0 1110" 15.1 fps 14.1 14.1 PATH 12 1.380" 0 0 0" 0.345 3.8 1.5 K = 5.51 69.8 120 40 0 1110" 0" 0.0 12.6 REF 20 1%11 - 0 0 141211 11.1 fps 17.9 1.610" 1 0 8'0" 0.163 3.6 69.8 120 40 0 2212" 0" 0.0 REF Al 2.7 4" 0 0 816" 1.5 fps 21.5 21.5 PATH 15 4.260" 0 0 0" 0.001 0.0 0.0 K =-0.59 67.0 120 10 0 816" 0" 0.0 21.5 REF A2 39.0 4" 0 0 712" 2.4 fps 21.5 21.5 PATH 9 4.260" 0 0 0" 0.003 0.0 0.0 K = 8.42 106.0 120 10 0 712" 0" 0.0 21.5 REF A3 54.2 4" 0 0 2418" 3.6 fps 21.5 21.5 PATH 5 4.260" 1 0 2010" 0.007 0.3 0.1 K =11.71 160.2 120 10 0 44'8" 0" 0.0 21.4 REF A4 113.4 4" 0 0 416" 6.2 fps 22.1 22.1 PATH 2 4.260" 0 0 0" 0.018 0.1 0.3 K =24.14 273.7 120 10 0 4'6" 0" 0.0 21.8 REF W 273.7 gpm PATH 1 K = 58.14 22.2 psi A.L.F. FACILITY N.T.M. Drawing Date:2/2/97 2/ 2/97 19:53 REMOTE AREA #1 FLOW GPM) PIPE OF LENGTH FITS FEET PAGE 2 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 1 TO A4 HEAD 1 15.8 1" 0 0 1212" 5.9 fps 7.5 7.5 7.5 22" 0.15 gpm/sq ft 1.049" 1 0 510" 0.084 1.4 0.0 0.5 22" K = 5.60 15.8 120 40 0 1712" 0" 0.0 7.5 7.9 24" REF 30 16.1 1" 0 0 18110" 11.9 fps 8.9 8.9 PATH 4 1.049" 0 0 0" 0.308 5.8 0.9 K = 5.69 31.8 120 40 0 18'10" 0" 0.0 8.0 REF 29 20.4 lull 0 0 2718" 11.3 fps 14.7 14.7 PATH 13 1.380" 1 0 610" 0.202 6.8 0.8 K = 5.47 52.2 120 40 0 3318" 0" 0.0 13.8 REF B1 2.7 4" 0 0 3110" 1.2 fps 21.5 21.5 PATH 15 4.260" 0 0 0" 0.001 0.0 0.0 K = 0.59 54.9 120 10 0 3110" 0" 0.0 21.5 REF B2 58.5 4" 2 0 12610" 2.6 fps 21.5 21.5 PATH 6 4.260" 1 0 4010" 0.004 0.6 0.0 K =12.62 113.4 120 10 0 166'0" 0" 0.0 21.5 REF A4 113.4 gpm PATH 2 K = 24.14 22.1 psi PATH 3 FROM HYDRAULIC REFERENCE 15 TO 23 HEAD 15 16.0 1" 0 0 8" 6.0 fps 7.7 7.7 7.7 22" 0.15 gpm/sq ft 1.049" 1 0 5" 0.086 0.1 0.0 0.5 22" K = 5.60 16.0 120 40 0 1'1" 0" 0.0 7.7 8.2 24" REF 23 16.0 gpm PATH 3 K = 5.73 7.8 psi PATH 4 FROM HYDRAULIC REFERENCE 3 TO 30 HEAD 3 16.1 1" 0 0 1110" 6.0 fps 7.8 7.8 7.8 22" 0.20 gpm/sq ft 1.049" 1 0 5" 0.087 0.2 0.0 0.5 22" K = 5.60 16.1 120 40 0 213" 0" 0.0 7.8 8.2 24" REF 30 16.1 gpm PATH 4 K = 5.69 8.0 psi A.L.F. FACILITY N.T.M. Drawing Date:2/2/97 2/ 2/97 19:53 REMOTE AREA #1 FLOW GPM) PIPE OF LENGTH FITS FEET PAGE 3 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 5 FROM HYDRAULIC REFERENCE 12 TO A3 HEAD 12 17.4 1" 0 0 13'4" 6.5 fps 9.2 9.2 9.2 22" 0.16 gpm/sq ft 1.049" 0 0 0" 0.101 1.3 0.0 0.4 22" K = 5.60 17.4 120 40 0 13'4" 0" 0.0 9.2 9.7 24" HEAD 14 17.7 1" 0 0 614" 13.2 fps 10.6 10.6 9.4 -22" 0.16 gpm/sq ft 1.049" 0 0 0" 0.369 2.3 1.1 -0.6 22" K = 5.60 35.1 120 40 0 6'4" 0" 0.0 9.4 10.0 5" REF 28 19.1 1%4" 0 0 3110" 11.7 fps 12.9 12.9 PATH 8 1.380" 0 0 0" 0.217 6.7 0.9 K = 5.52 54.2 120 40 0 3110" 0" 0.0 12.0 REF 27 1%11 0 0 9' 8" 8.6 fps 19.6 1.610" 1 0 810" 0.102 1.8 54.2 120 40 0 1718" 0" 0.0 REF A3 54.2 gpm PATH 5 K = 11.71 21.4 psi PATH 6 FROM HYDRAULIC REFERENCE 2 TO B2 HEAD 2 18.5 1" 1 0 24'1" 6.9 fps 10.6 10.6 10.6 -22" 0.17 gpm/sq ft 1.049" 0 0 210" 0.113 2.9 0.0 -0.4 22" K = 5.60 18.5 120 40 0 2611" 0" 0.0 10.6 10.9 24" REF 34 19.5 1" 0 0 2'1" 14.3 fps 13.5 13.5 PATH 11 1.049" 0 0 0" 0.427 0.9 1.3 K = 5.60 38.0 120 40 0 211" 0" 0.0 12.1 REF 33 1%" 0 0 712" 8.2 fps 14.4 1.380" 0 0 0" 0.112 0.8 38.0 120 40 0 712" 0" 0.0 REF 32 20.5 JJA', 0 0 15' 7" 12.7 fps 15.2 15.2 PATH 14 1.380" 0 0 0" 0.249 3.9 1.1 K = 5.45 58.5 120 40 0 1517" 0" 0.0 14.1 CONTINUED 19.1 psi A.L.F. FACILITY N.T.M. Drawing Date:2/2/97 2/ 2/97 19:53 REMOTE AREA #1 FLOW GPM) PIPE OF LENGTH FITS FEET PAGE 4 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 2 TO B2 CONTINUED REF 31 1%" 0 0 1217" 9.3 fps 19.1 1.610" 1 0 8'0" 0.118 2.4 58.5 120 40 0 20'7" 0" 0.0 REF B2 58.5 gpm PATH 6 K = 12.62 21.5 psi PATH 7 FROM HYDRAULIC REFERENCE 7 TO 22 HEAD 7 18.5 1" 0 0 8" 6.9 fps 10.6 10.6 10.6 22" 0.27 gpm/sq ft 1.049" 1 0 5'0" 0.113 0.6 0.0 0.4 22" K = 5.60 18.5 120 40 0 518" 0" 0.0 10.6 11.0 24" REF 22 18.5 gpm PATH 7 K = 5.53 11.2 psi PATH 8 FROM HYDRAULIC REFERENCE 10 TO 28 HEAD 10 19.1 1" 0 0 10" 7.2 fps 11.3 11.3 11.3 -22" 0.35 gpm/sq ft 1.049" 1 0 5'0" 0.120 0.7 0.0 -0.3 22" K = 5.60 19.1 120 40 0 5110" 0" 0.0 11.3 11.6 24" REF 28 19.1 gpm PATH 8 K = 5.52 12.0 psi PATH 9 FROM HYDRAULIC REFERENCE 11 TO A2 HEAD 11 19.5 1" 1 0 11'8" 7.3 fps 11.8 11.8 11.8 -22" 0.59 gpm/sq ft 1.049" 0 0 210" 0.124 1.7 0.0 -0.3 22" K = 5.60 19.5 120 40 0 1318" 0" 0.0 11.8 12.1 24" REF 26 19.5 1" 0 0 1214" 14.6 fps 13.5 13.5 PATH 10 1.049" 0 0 0" 0.447 5.5 1.4 K = 5.61 39.0 120 40 0 1214" 0" 0.0 12.1 REF 25 im" 0 0 1515" 8.4 fps 19.0 1.380" 0 0 0" 0.118 1.8 39.0 120 40 0 15'5" 0" 0.0 CONTINUED 20.8 psi A.L.F. FACILITY N.T.M. REMOTE AREA #1 FLOW GPM) PIPE Drawing Date:2/2/97 OF LENGTH FITS FEET 2/ 2/97 19:53 PAGE 5 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 9 FROM HYDRAULIC REFERENCE 11 TO A2 CONTINUED REF 24 1%11 0 0 317" 6.2 fps 20.8 1.610" 1 0 810" 0.056 0.6 39.0 120 40 0 1117" 0" 0.0 REF A2 39.0 gpm PATH 9 K = 8.42 21.5 psi PATH 10 FROM HYDRAULIC REFERENCE 9 TO 26 HEAD 9 19.5 1" 0 0 1110" 7.3 fps 11.8 11.8 11.8 22" 0.10 gpm/sq ft 1.049" 1 0 5" 0.124 0.3 0.0 0.3 22" K = 5.60 19.5 120 40 0 213" 0" 0.0 11.8 12.1 24" REF 26 19.5 gpm PATH 10 K = 5.61 12.1 psi PATH 11 FROM HYDRAULIC REFERENCE 4 TO 34 HEAD 4 19.5 1" 0 0 210" 7.3 fps 11.8 11.8 11.8 22" 0.10 gpm/sq ft 1.049" 1 0 5" 0.125 0.3 0.0 0.3 22" K = 5.60 19.5 120 40 0 2'5" 0" 0.0 11.8 12.2 24" REF 34 19.5 gpm PATH 11 K = 5.60 12.1 psi PATH 12 FROM HYDRAULIC REFERENCE 8 TO 21 HEAD 8 19.5 1" 0 0 8" 7.3 fps 11.9 11.9 11.9 -22" 0.28 gpm/sq ft 1.049" 1 0 5'0" 0.125 0.7 0.0 -0.3 22" K = 5.60 19.5 120 40 0 518" 0" 0.0 11.9 12.2 24" REF 21 19.5 gpm PATH 12 K = 5.51 12.6 psi A.L.F. FACILITY N.T.M. REMOTE AREA #1 FLOW GPM) PIPE Drawing Date:2/2/97 OF LENGTH FITS FEET 2/ 2/97 19:53 PAGE 6 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 13 FROM HYDRAULIC REFERENCE 5 TO 29 HEAD 5 20.4 1" 0 0 1110" 7.6 fps 12.9 12.9 12.9 -22" 0.62 gpm/sq ft 1.049" 1 0 510" 0.134 0.9 0.0 -0.3 22" K = 5.60 20.4 120 40 0 6110" 0" 0.0 12.9 13.2 24" REF 29 20.4 gpm PATH 13 K = 5.47 13.8 psi PATH 14 FROM HYDRAULIC REFERENCE 6 TO 32 HEAD 6 20.5 1" 0 0 216" 7.7 fps 13.1 13.1 13.1 -22" 0.38 gpm/sq ft 1.049" 1 0 5'0" 0.136 1.0 0.0 -0.3 22" K = 5.60 20.5 120 40 0 7'6" 0" 0.0 13.1 13.4 24" REF 32 20.5 gpm PATH 14 K = 5.45 14.1 psi PATH 15 FROM HYDRAULIC REFERENCE Al TO B1 REF Al 2.7 4" 0 0 8'6" 0.1 fps 21.5 21.5 PATH 1 4.260" 0 0 0" 0.000 0.0 0.0 K = 0.59 2.7 120 10 0 816" 0" 0.0 21.5 REF Bl 2.7 gpm PATH 15 K = 0.59 21.5 psi li . Ir 3 i' lil I • " a . 3 I .' . I I 11 1--'^_. l I I I L V, 7714t ' T I T Ilk APPOWDUM -.I,_ ro P!47, A77rq614 ro V_ 47V OH MNI- q, F104TI r - IR/ e F 1' ;: * itiv l:;!' I . ^ 1 •' • -.. '' . 1 t r -- .. _ ' . t e I/ , •0 ' - L_ . ` .. t iE I fIh :, ..+•. ,ii_.-!^^^ - r • __'I ,. B n DUfZ f - V /17-• .. f. . ^I.11_ .. _. _ _ _i... ''.-I ._ III ! .' •-i - Yf X0 OC44 yy N I - C, r .d 1 !' i i i. L_ { or. A off r. 4-- itff boo t -3 FROM THE December 6, TO: Gary Winn, Building Official DEVELOPMENT COORDINATOR RE: Building H, New Tribes Mission Phase 1 98 Mission Boulevard Please be advised that the above project, Building H, New Tribes Mission, Phase 1 originally approved as a 6,000 sq. ft. building will be allowed an additional 2,000 sq. ft for a total design of 8,000 sq. ft. Furthermore, based on the attached letter from James Branch, P.E., Conklin, Porter and Holmes Engineers dated December 4, 1996, documenting the integrity of the overall drainage system, present and future, the City will allow a possible future 5,000 sq.ft. building expansion to Building H. An updated site plan showing both the existing and committed development for Phase 1 will be submitted by NTM. If you have any questions regarding this project please let me know. nk you. c: Dan Taube, NTM Bob Walter, P.E. December 4, 1996 Mr. Russ Gibson, Land Development Coordinator City of Sanford P. O. Box 1788 Sanford, Florida 32772-1788 Conklin, H Porter and Holmes ENGINEERS, INC. MAINSTREET CENTER, SUITE 100 101 N. WOODLAND BLVD. DELAND, FLORIDA 32720 TEL 904-736 4142 FAX 904.736-8412 SANFORD 407.322-6841 Via Facsimile (Total of 2 Pages) to: (407) 330-5666, With Original to Follow by Mail Re: New Tribes Mission Phase I Impervious Areas and Drainage Plan CPH Job ;vu. N0301.03 Dear Mr. Gibson: Per your request, we have evaluated whether an increase in square footage in Building H of the New Tribes Mission, from its current design of 6,000 sq. ft. to a presently proposed 8,000 sq. ft. with possible future expansion to 13,000 sq. ft., will adversely affect the storm drainage system within Phase 1. We believe that such an increase will not have an adverse affect on the overall drainage design, for the following reasons: 1. The storm drainage system was built to the sizes, shapes, slopes, etc., per the original plans. 2. The original plans called for staff housing at 1,458 sq. ft. each, and retirement duplexes at 2,730 sq. ft. each. To date, 10 staff housing buildings have been built and they actually were constructed at 1,200 sq. ft. each. To date, 27 retirement duplexes have been built and were constructed at 2,300 sq. ft. each. 3. Twenty-eight (28) additional retirement duplexes are planned in the future. If built matching the existing retirement duplexes, they would have a square footage of 2,300 sq. ft. each, rather than t".e 2,730 sq. ft. or-9 Inaiiy anticipated. 4. Based upon the smaller size constructed for both the staff housing buildings and the retirement duplexes, there has been a reduction to date of 14,190 sq. ft. below that originally anticipated, and in the future, there would appear to be a future reduction of approximately 26,230 sq. ft. below the design, at project completion. Based upon the smaller size of the installed, and to -be installed, housing and retirement duplexes, we would conclude that an increase in Building H from the current design of 6,000 sq. ft. to 8,000 sq. ft., or for that matter, to a future 13,000 sq. ft., should not have an adverse affect on the overall drainage system. Even given such an increase to 13,000 sq. ft. for Building H, the total tributary square footage to the retention ponds of buildings will still be significantly reduced at build -out. recycled paper Conklin, rter and HolmesP[ P) ENGINEERS, INC. Mr. Russ Gibson December 4, 1996 Page 2 As far as we know, the other impervious areas on -site, including the other buildings, have been built per plan and, thus, do not affect the above conclusion. We would request that you review this letter, and the submitted building permits, and if you have any questions, give us a call. Sincerely, _ PORTER & HOLM ES -ENGINEERS, INC. James C. Branch, P.E. Senior Vice President cc: New Tribes Mission, Attn: Dan Taube CPH Sanford, Attn: Mike Coggon, C.E.T. A: N0301.03\jcb 12-4.1tr. ss p 0 CITY OF SANFORD. FLORIDA PERMIT NO 1 DATE Z Z-112 _ 2 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WORK: OWNER'S NAME Agi—I ADDRESS OF JOB / v — a j —`R s. mm. _ PLUMBING CONTR. _ --- Subject to rules and regulations of Sanford plum'qqcode. Residential: I Number I Amount Alteration, Addition, Repair ! I New Residential: One Water Closet I Additional Water Closet I Commercial: Fixtures. Floor Drain, Trap Sewer r DO Water Piping I Gas Piping NO Factory -built housing Mobile Home Application Fee Minimum Commercial Permit: $25.00 Totsl Metter Plumber COMPETENCY CARD NO.(„ oo S-y,, l6 ITY OF SANFORD, FLORIDA 0 PERMIT NO — 9-7 . 3 DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAME_('J lks 5 ed-w 4A' ADDRESS OF JOB ! USS eaz F/4 d ELEC. Number AMOUNT Alteration Addition Re air Change f Service Residential Commercial Mobile Home Factory Built Housing New Residential 0-100 Amp Service 101-200 Amp Service 201 Am and above 173TNewCommercialpAmpService Application Fee I; i TOTAL II By signing this application I am stating 1 will be in compliance with the NEC including Article 110, Section 110-9 and 110.10. Building Official aster Electrician STATE COMPETENCY NO. CITY OF SANFORD FIRE -DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE: I I PERMIT BUSINESS NAME: ' ADDRESS: 1, a PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT / REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT COMMENTS: Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. sew Sanford Fire rrevention I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City f Sanford, Florida. Applicants Signature gkIlyfla-t-) A%A oo t I' i f onob 111: !1 1 F7 1 1 A ! x X00 IF x e PEPSONn ARL; ADVI I i-K!f I 1.: !.0! 14 1 im"Au I i LL UND 10 I .: " ') `1! I I i I f 0 f,.,j A: 0 n py I no V I Ha 1 6H 1 P I h; 1 In IN 1tv Atli 11140; to ArWAL fI-W F= "I At LON "F AH f (11' 1 1 It: A. il 1 0 f f,tly. I Y.,!, I ATIVC19ED cy p 11 1"" A WWWFN Kouno, wIf"If; Wn OF 11W PFLFLVLMG SWPA1"PF W I U APO, q I r"f pof I V 1 11 TCA I V W OWIPANCI "p "1700PAWf. its rqy"r K I f(W W HU91 OVFI Inv I w rpw Q tow i 'eI pw ry Of I. OR q r f ""L CO it (it P1 1I I'; G-1,11,1111. n no y i::! k-:t% IF' , 0" Kr 001 VII 1: fl* Pi 11-11 f:,L Am IAA F MFHTA I I uH Arr r f F I on y r TIC 0 Y V IV! F. I W9 OPU f 1 011 r 31 114on I PAYMENT 0. 10111 it Y-V MADE fO! C1.14 14 -, "I w U011 5ING W !TV w"PIN PAPK 0+11, PAYMENT WOULD QIT OY rNECK OR mpoky WOR, 000 04101 A VF f r PF Oki: FIT CQUINlY HOWN A! IHE TUP 111011f W 1HV oullof how W WAILKIKI PUMBER At IFIF JAP IFFf OF IFIE 00fIfF, AS WEIL AS WE V I T T Wlf PFRMII Numulk, xwpis yrATFuNr p no gymp voqu IV A buff"tim PFPMLT IS N01*x* 1nWIV W11" IN 60 VAIEOUnP NOW 0- 11V RFLF 1004 '"11=1110 OAIV APOW. VDETAIL OF PALCULATION AVATIABLE UPOWRITUILIUSK CALL 321-11300056, CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS PERMIT NUMBER 0-7-(M Ix O J Total Contract Price of Job U O O O \ Describe Work ff Cow 44c ed k e Type of Construction o r wt K cry c Number of Stories bu.e Numhefr of Dwellings Occupancy: Residential Commercial LEGAL DESCRIPTION TAX I.D. NUMBER 4,e OWNER eGcJ ADDRESS pO6 95 CITY Sau 'Pow TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY BONDING COMPANY ADDRESS CITY Total Sq. Ft. R.000 Flood Prone (YES Zoning Industrial lease attach printout from eminole County) r, - . vs p ra-0000-- o - PHONE NUMBER STATE F/ ZIP 3277./ STATE STATE ZIP ZIP ARCHITECT , l dkm e5 /f e v .' -3 2 / _ S',Qq L ADDRESS CITY S` k k, e (r STATE ZIP 3 ,27 7 / MORTGAGE LENDER ADDRESS CITY STATE ZIP IV - CONTRACTOR I JG bl lB r y o rc Y C s . PHONE NUMBER [ Q 7 - 00 ADDRESS O vtiv Cf ST. LICENSE NUMBER C6 C I22 97L CITY SQu it o STATE rC' ZIP 32771 r#w##*#*###t##### tr*##*##r*#tr##########tr####*w*#*#######**w**w#e#*t##rrrrrr#rr##* Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information.is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE:•In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTI HE THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713.5'OF H 10 Z lD r y T i Ey ,seen C` — _Z— " o Signature of Owner/ Agent & Date Signature of Contractor & Date M a'< 4 y w / rrdcs rssio . r. 1AcouG.l r;' Ddyl gyp_ , (,Z fJ •P , z Type or Print Owrier/ A gennt Name Type or Print Contrac_to 's Name 4 x 3 Signatu of Notary & Date Signatur4 of Notary & Date Official Seal) '* I/ TIMOTHY W. MEIS% L »»»»»>m»»»»»»»»»»»»»n r.:» . Notary Public, Statc of Flo idn : ; °a Y pp TIMOTHY W. MEIScI. ; O Comm_issiuu No. CC 3273_7 allotaryPublic, Stave of Florido ; vc °a MYCo.Tur'"sionExicsI1i01/97; fS- 4 Commission No. CC3273 roN C > Bonded Through Fl NoUvy ;mioe R Bondiolt Co. ' ' '*FOF a°' MY C0T.1Mi3sion Expires 1 V0197 ; fa 3 > )))»»»>)»»»»»1»»»»»)»1Y1»»»»» ' > Booded Throupb Fla Noiroy Saviq ond' o. ( (Do. om O E . Application Approve Y : »»»»»»'L'/ sl l»»»y+" > > 3 z o FEES: Building Rado Police b Fire . a Open Space Road I pact Ap lication M w o o PERMIT VALIDATION: CHECK CASH DATE d BY v 4J N of o z° a F ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK ( COUNTY TAX OFFICE) GOLD (CO. ADMIN) I RI THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE I; ter. ...,, DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. 0. BOX 1788 SANFORD, FL 32772-1788 Project Name: N,Ew 7Rr/t s /`iSJyv /fe yr. - , L, f, F9Lic ry Date • Z/.-3 Owner/Contact Person: 49^V 79vof Phone: 33°"` 'j- r r Address : g $ /`:.Ssi+ Q va 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 (3/411, 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" 1", 2", etc.) REMARKS: CONNECTION FEE CALCULATION: elV'o Qt':LQl rb No . Fkr'17, 6 v tvr02 8a' nhJ'1'le•/ ,Ql d, ',l .'COi^'G Toi9c Name - Signature - Date REVISED 3/20/96 1) Water System Impact Fees Equivalent Residential Connection (ERC) - 300 Gallons Per Day (GPD) Residential - 650/Unit - Single family structure, or multi -family unit containing three (3) bedrooms or more. 487.50/Unit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgement/assumption, estimation that such family units on average require 751 - 225 GPD of the water and sewer service of an average single family unit.) Commercial - 650/ERU - Fixture unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (2) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be determined by increments of 251 based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first ERU. (Example: twenty-five 25) fixture units will be rated as 1.25 eru: twenty-six (26) fixture units will be rated as 1.5 ERU.) 2) Sewer system Impact Fees Equivalent Residential Connections - 270 Gallons Per Day (GPD) Residential - 1700 Unit - Single family structure, or multi -family unit containing three (3) bedrooms or more. 1275/Unit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgement/assumption/estimation that such family units on average require 75% of water and sewer service of an average single family unit.) Commercial - Industrial - institutional 1700/ERU - Fixture unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (20) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be increments of 25% based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first ERU. (Examples twenty-five (25) fixture units will be rated as 1.25 ERU; twenty-six (26) fixture units will be rated as 1.S ERU.) 3. hater Meter Connection Fees WATER METER SIZE FEES 3/4' 1. $ 1130. 210. 1-1/2' 400. 2 500. 3' 2.900. or they install4' 4,400. or they install6' 7,520. or they install 4. Sewer Connection Fee Standard 4' Residential Connection - $260. Non-standard connection - TO BE DETERMINED NOTE: ANY WATER OR SEWER TAP WORK THAT REQUIRES ANY STREET CUT ORTUNNELINGOFTHEPAVEMENTWILLBEANADDITIONAL $250 FOR EACH SUCH TAP. C•Sv k 2. )r 78">.jr+ 6' 7 s Type of Fixture or Group of Fixtures Fixture Unit Value Automatic clothes washer (2' standpipe) 3 hI = 3 Bathroom group consisting of a water closet, lavatory bathtub or shower stall: Tank water closet 61x ' = Flush valve water closet B Bathtub (with or without overhead shower) 2 Bidet 3 Combination sink -and -tray w/food waste grinder 4 Combination sink -and -tray w/one 1-1/2' trap 3 Combination sink -and -tray w/separate 1-1/2' trap 3 Dental unit or cuspidor 1 Dental Lavatory 1 Drinking fountain 1/2 Dishwasher, domestic 2 Floor drains w/2' waste 3 Kitchen sink, domestic w/one.1-1/2' trap 2 Kitchen sink, w/food waste grinder 3 Kitchen sink, w/food waste grinder & dishwasher 1-1/2' trap 5 Kitchen sink, domestic w/dishwasher 1-1/20 trap 4 Lavatory w/1-1/4' waste 1 w/1-1/2' waste 2-xr2 - 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 x a- * 1 = Service (P trap) 2 Pot, scullery, etc. — 4 Urinal, pedestal, syphon jet blowout 8 Urinal, wall lip 4 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 x 2 - Water closet, public (valve operation) 8 Fixtures not•listed above: Trap size 1-1/4• or less 1 Trap size 1-1/2' 2 Trap size2• 3 Trap size 1-1/2' 4 Trap size 3' 5 Trap size 41 6 Reference: Standard Plumbing Code, Table 1304.1 page 13-4 and Table 1304.2 page 13-5. 3, 6 vs e- '7 - 64 44 I'r) D. i1 IW 3 nnnnnnnr.nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnD EesSES ******** EXTERIOR LIGHTING CRITERIA: AREA AREA AREA OR ALLOWANCE CODE DESCRIPTION LENGTH WATTS MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM 2 Entrance (without canopy) 3.00 90.00 2 Entrance (without canopy) 6.00 180.00 MMMMMIJMMMMMMMMMMMMMIIMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMIIMMMM Exterior Lighting Power Allowance 270.00 W DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD ZASSES'******** THE LIGHTING SYSTEM CONTROL REQUIREMENTS: TOTAL EQUIVALENT DDDDDDDDD SPACE DDDDDDDD NO. DDDDDDDDD CONTROLS DDDDDDDD CONTROL POINTS NO. DESCRIPTION AREA TASKS TYPE 1 NO. TYPE 2 NO. INSTLD. READ. MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMKMMMMMMMMMMMMMMQMMMMMMMMMMMMMMKMMMMMMMMMMMMMMMMM 26 Reading, T 8000.0 1 :On/Off 43 0: 4 > 2 MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMJMMMMMMMMMMMMMMOMMMMMMMMMMMMMMJMMMMMMMMMMMMMMMMM PASSES ******** MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM PROJECT TITLE ALF..NEW TRIBES BUILDING TYPE Institutional (Health) BUILDING LOCATION : Sanford BUILDING AREA(ft2): 8000 DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD HVAC SYSTEMS PERFORMANCE: MMMMMMMMMMMMMM MIIMMMMMMM MMMMMM MMMMMMQMMMMMMMMQMMMMMMMM MMMMMMMMM MMMMMMMMMM Cooling System3 Measure 3Minim . 3Minim . 3 System 3 System 3 Result 3 Result Type 3#1 #23 #1 3 #2 3 Eff . #1 3 Eff . #2 3 for #1 3 for #2 DnnnDDDDDDDDDDEDDDDDDDDDEDDDDDDEnDDDDDEDDDDDDDDEnnnDDDDDEDDDDDDDDDEDDDDDDDDDD Split Sys. 3SEER 3 10.003 0.003 10.00 3 7.00 3 PASSES 3 Split Sys. 3SEER 3 10.003 0.003 10.00 3 7.00 3 PASSES 3 Split Sys. 3SEER 3 10.003 0.003 10.00 3 7.00 3 PASSES 3 Split Sys. 3SEER 3 10.003 0.003 10.00 3 7.00 3 PASSES 3 MMMMMMMMMMMMMMXMMMMMMMMMXMMMMMMCIMMMMMMXMMMMMMMMCIMMMMMMMMXMMMMMMMMMCIMMMMMMMMMM Heating System 3 Measure 3 Minimum Req.3 Efficiency 3 Result DDDDDDDDDnnnDDEDDDDDDDDDEDDDDDDDDDDDDDEDDDDDDDDDDDDDnnDDEDDnnnnDDDnnDDDDDDDDD Ele. Resis. 3 Et 3 3 0.00 3 N/A Ele. Resis. 3 Et 3 3 0.00 3 N/A Ele. Resis. 3 Et 3 3 0.00 3 N/A Ele. Resis. 3 Et 3 3 0.00 3 N/A DDDDDDDDDDDDDDADDDDDDDDDADDDDDDDDDDDDDADDDDDDDDDDDDDDDDDADDDDDDDDDDDDDDDDDDDD PASSES4******** AIR DISTRIBUTION SYSTEM INSULATION LEVELS: DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD Zone Duct Location Minimum R-Value Design R-Value Result MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM 1. Unconditioned Space 4.20 5.00 PASSES 2. Unconditioned Space 4.20 5.00 PASSES 3. Unconditioned Space 4.20 5.00 PASSES 4. Unconditioned Space 4.20 5.00 PASSES MMMMMP1MI111MMt1MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM1fi MP1M MMt1MMMMMMMM PROJECT TITLE ALF NEW TRIBES i BUILDING TYPE Institutional (Health) `:`, `, 4 BUILDING LOCATION Sanford 4 ,` BUILDING AREA(ft2): 8000 s' r i• ti DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDIIDDDDDDDDDDDDDDDDD DDI DI3DDDDDDDnDDDDDDDDDD BUILDING ENVELOPE COMPONENT PERFORMANCE cat+ WALL ORIENTATION WEIGHTED• N NE E SE S SW W NW- ""AVER.,, -,CRITERIA DDDDRDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDRDDDDDDDRDDDDDDD WALL: 992 936 992 608 0.07: 0.318 GL 60 60 60 60 WWR: WWR SC 0.010 0.010 0.010 0.010 0.01., 0.500 PF 0.00 0.00 0.00 0.00 0.00: 0.00 VLT. 0.00 0.00 0.00 0.00 0.00: N/A Uof: 1.000 1.000 1.000 1.000 1.00: 1.150 W Uo. 0.06 0.07 0.07 0.07 0.07: 0.490 HC: 19.71 8.29 7.00 8.29 11.14: 1 IP. 3 3 2 3 3: N/A DDDDWDDDDDDDDDDDDDDDDDDDDDDDDD L 0 A D S DDDDDDDDDDDDDDDDDDDWDTOTALDWDDDDDDD HEAT: 0.331 0.304 0.260 0.230 1.125< 3.160 COOL: 7.417 7.185 7.749 3.982 : 26.333< 70.593 SUM : 7.748 7.489 8.009 4.211 : 27.458< 73.752 MMMM7MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMJMMMMMMM7MMMMMMM LDASSE8f OTHER ENVELOPE REQUIREMENTS MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM MAXIMUM PERCENTAGE OF ROOF AREA IN SKYLIGHTS: DESIGN LIMIT DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDRDDDDDDD Percentage of Roof Area in Skylights 0.000 = 0.0000 DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDPDDDDDDD MAXIMUM ALLOWABLE Uo: DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDRDDDDDDD Roof 0.026 < 0.0823 MMMMMMMMMMMMt1MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMJMMMMMMM P.ASSES ******* MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM PROJECT TITLE ALF..NEW TRIBES BUILDING TYPE Institutional (Health) BUILDING LOCATION : Sanford BUILDING AREA(ft2): 8000 DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD SYSTEM PERFORMANCE CRITERIA BUILDING DESIGN : Interior Lighting Power 800 W 0.10 W/Gross ft2 Exterior Lighting Power 120 W INTERIOR LIGHTING CRITERIA: Space DDDDDDDDDDDDD No. Type Area Clg Ht Spaces AF UPD PB LPB Total LPB MMMMMMMMMMMMMMMMMMMMMMMMMMMMNMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM 26 8000.0 8.0 1 1.00 1.80 1.80 14400 14400 MMMMMMMMMMMMMMMMMMMMMMMMMMMM,71y1y1IMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM Unit Power Density 1.80 W/Gross ft2 Interior Lighting Power Allowance 14400 W MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMtIMMMMMMMMMMMMMMMMMMMMMMMMPROJECTTITLEALE „ NEW TRIBES BUILDING TYPE Institutional (Health) BUILDING LOCATION Sanford BUILDING AREA(ft2): 8000 DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDWATERHEATINGSYSTEMSPRESCRIPTIVECRITERIAMMMMMSystemMMMMMMcMMMMMMM4MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMSystem. 3Measure 3 Minimum 3 Maximum 3 Design 3 Design 3ResultType33EF / Et 3 SL 3 EF / Et 3 SL 3111I111111111I1111I'1M11MM111111X1111111111111 lX11J I11M11111111111IX1Electric <- 12kW3 EF 3 J11111I1 J111 J111I11XM11111111M11111I11X1111111111111IM1111XM11MMMMM1.666(J 3 0.0000 3 2,p00 3 0,000 ?PASSESDDDDDDDDDDDDDDDDDADDDDDDDADDDDDDDDDDADDDDDDDDDDADDDDDDDDDDADDDDDDDDDDADDDDDDDB"SE& ******** PIPING INSULATION REQUIREMENTS: Pipe Insulation Thickness (in j +s+s+s+s+s 1 t 1J1•1J1J1/1/1/ 1'1M1'11'11'1M111'1111Ji11J1J1'11'11'1MF 1'111MM1'11'11I111'1 ilM1lM11111>1'11J11111I111IMM1'1M1I1I11 11I1'1MMIIMMMM111'11'1Eit1'11'11'11'111M1'11I1'1MMMMMMPymlhomTypo3O.D.(in)3 Minimum Req. 3 Design 3 ResultM1111i11111J11J111J1JM111I1I1111X1111M11111 >1I11MX11111 J111I111I111111111'111111I111I11M11X111I1 J1I1IM111111M111IX11111I11111111111111MMMMMNon -Circulating 3 2.00 3 0.332. 3 4.00 3 PASSESDDDDDDDDDDDDDDDDDADDDDDDDDDADDDDDDDDDDDDDDDDDDDDADDDDDDDDDDDDADDDDDDDDDDDDDDDPASSES ********