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HomeMy WebLinkAbout166 Towne Center Cir - 95-002153 (1995) (4 RIGGINS) (INTERIOR BUILDOUT) DOCUMENTSCr 7_00/V- ZONE DATE CONTRACTOR / t IG VrI Ill ADDRESS 40(11 d. (f/)t1/Cljl/Ct i ( 01'6/ se9c,"s', PHONE # ' - `330&7 LOCATION g , ,C'/) ADDRESS PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # G1-,C,GL ELECTRICAL CONTRACTOR c. ADDRESS PHONE # 7 MECHANICAL CONTRACTOR ADDRESS PHONE # I MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (__) FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCH ITEDTURALAPPROVAL DATE: PERMIT # C /T-3 JOB COST $ / CCU FEE $ c--U S- 6) O STATE NO. FEE $ / p c FEE $r' FEE $ ( SUBDIVISION: 9, -)-w L LOT NO. BLOCK: SECTION: SQUARE FEET: r22L? MODEL: OCCUPANCY CLASS: 06--nlr-) , INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # % DATE: FINAL DATE // "LQ EPI: q`" U -91z', FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # % DATE: FINAL DATE // "LQ EPI: q`" U -91z', BP101IO2 CITY OF SANFORD 9/12/9F. Land Master, Selection By Street Address 14:24:21 Tvoe options, press Enter•. 1=Sela_ct 5=View detail Oot Street address Owner, 136 TOWNE CENTER CR:9Ps 11/5/95 -,r aa98 GAP STORE 137 TOWNE CENTER CR 140 TOWNE CENTER CR GAP KIDS 141 TOWNE CENTER CR.3812.50 MAYOR JEWELERS 150 TOWNE CENTER CR%VS7-5-0 '?//7/g5;It,2g179 NINE WEST 151 TOWNE CENTER CR 152 TOWNE CENTER CR,1e9/2.5o (,/a5,/-,st-2147,/TALBOTS 155 TOWNE CENTER CRZ/g5o liII95 if 2S;54 BARNIE' S COFFEE & TE 156 TOWNE CENTER CRC'//37,s'o BODY SHOP 157 TOWNE CENTER CR$S/z,so 7/11/gs0 2ygo GODIVA 159 TOWNE CENTER CR:tg75- 23</9 VICTORIA SECRETS 160 TOWNE CENTER CRga-tz,So 6/xz/qs.# 2-4G-L LERNERS DEPT STORE 161 TOWNE CENTER CRuotoE ouE PIERCING PAGODA 164 TOWNE CENTER CR SEMINOLE TOWNE CENTE 165 TOWNE CENTER CRY8975- AMERICAN EAGLE OUTFI + F3=Exit F12=Cancel 07-04 SA MW KS IM II S1 AO KB BP101IO2 CITY OF SANFORD 9/12/95 Land Master, Selection By Street Address 14:25:06 Type options. or,ess Enter. 1=Select 5=View detail Opt Street address v 166 167 TOWNE TOWNS l 168 TOWNE 169 TOWNE 170 TOWNE 171 TOWNE 173 TOWNE 175 TOWNE 176 TOWNE 177 TOWNE 1 7 9 TOWN E 180 TOWNE 181 TOWNE 182 TOWNE 183 FOWNE F3=Exit F12=Cancel Owner CENTER CR V875_0 2/5/95.tt 25744J RIGGINS CENTER CRA1875-o 6/3o/g5ss 248o BOMBAY CO CENTER CR%975' 6/27/qs,W 2,-/l07 LADY FOOT LOCKER CENTER CR NO#Jc DUE SUNGLASS HUT (KIOSK) CENTER CR:l(,5o 254,2- GARDEN BOTANIKIA CENTER CRXg37,so 7/3//gS-itC5J7 CARLTON CARDS CENTER CR Z6,SO 7/3//gSxr 25?- o GYMBOREE STORE CENTER CR,532.5 7/71g5-:& 2487 A SHOP CALLED MANGO CENTER CR SEMINOLE TOWNE CENTE CENTER CRI(oSo -3ji0jg5--+4 2-SS2- PETITE SOPHISTICATES CENTER CRt3zS 1s/2q/g5tc 256s- PATCHINGTON CENTER CR "141 bE- 4Q 044—eltE CENTER CR CENTER CRs('/87,S-0 7/0VIOSxr- -5i2 G N C CENTER CR NON G Dui LETS TALK CELLULAR 07-04 SA MW KS IM II S1 AO KB FROM THE CITY BUILDING OFFICIAL September 12, 1995 TO: All Concerned Departments FROM: Gary Winn, Building Official/1— SUBJECT: Issuance of Certificate of Occupancy for the Build Out of Interior of Mall and Interior Local Stores The undersigned have agreed to approve the issuance of the Certificate Of Occupancy for all interior local stores and the Mall area itself. Engineering Zoning Public Work, Utilities GW/ar CIleal ow 41A P97rc--f LEEJO.RDAN e ( 301)596-4457 REGIONAL MANAGER cly,166)T65 DIVISION OF EDISON BROTHERS STORES INC. COLUMBIA MALL, SPACE 1250 10300 LITTLE PATUXENT PARKWAY, COLUMBIA, MD 21044 4616 Io- e . S eck 14-'! dpe/- I'S-(, 5-5 er S-,tle- X4 AJd /ylc- 'All'(( t CITY OF .S ANRD, FLORIDA 1. APPLICATION FOR BUILDING PERMIT PERMIT NUMBER DATE AUGUST 24, 1995 PERMIT ADDRESS 166 TOWNE CENTER CIRCLE Total Contract Price of Job: $2450.00 Total Sq. Ft. Describe work: INSTALLATION OF LERS Type of Construction: AUTOMATIC FIRE SPRINKLERS Flood Prone: Change of Use From: Change of Use To: YES) (NO) Number of Stories: Number of Dwellings: Zoning: Occupancy: Residential Commercial X Industrial LEGAL DESCRIPTION: (please attach printout from Seminole County) TAX I.D. NUMBER: PARCEL #29-19-20-5LW-01-00-0000 OWNER SIMON --- J. RIGGINGS PHONE NUMBER: ADDRESS PO BOX 7033 CITY INDIANAPOLIS STATE IN zip 46207 CONTRACTOR WAYNE AUTOMATIC FIRE SPRINKLERS, INC. PHONE NUMBER: 407-656-3030 ADDRESS 222 CAPITOL COURT CITY OCOEE STATE FL zip 34761 LICENSE NO. 027668000181 ARCHITECT ADDRESS CITY STATE ZIP SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, MECHANICAL, REMOVAL OR THE RELOCATION OF TREES AND ADVERTISING SIGNS. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANYTIME AFTER THE WORK IS COMMENCED. ALL PLANS FOR THE BUILDING WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT OR ENGINEER OF RECORD SHALL CONTAIN A STATEMENT THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPEC'S COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. 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. If applicable, check with your homeowner's association prior to applying for a permit. The named Contractor/Owner Builder to whom the permit is issued shall have the responsibility for supervision, direction, management, and control of the construction activities on the project for which the building permit was issued. SIGNATURE OF CONTRACTOR 8-24-95 DATE SIGNATURE OF OWNER DATE APPLICATION APPROVED BY: DATE: g S/SS FEES: Building •L/L/ Radon Police Fire Open Space Road Impact Application Jam Other PERMIT VALIDATION: CHECK CASH DATE u /J BY Q2= THIS APPLICATION USED FOR WORK VALUED UNDER $2500.00. ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (COUNTY ADMIN.) CITY OF SANFORD, FLORIDA PERMIT NO DATE r Z.4' S I--- THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WORK: OWNER'S NAME — ADDRESS OF JOB S PLUMBING CONTR. '`'sue Res. Comm. Subject to rules and regulations of Sanford plumbing code. i Residential: Num6er ! Amoun} I Alteration, Addition, Repair New Residential: One Water Closet Additional Water Closet I Commercial: i Fixtures. Floor Drain, Trap Sewer r Water Piping Gas Piping Factory -built housing j Mobile Home, I I Application Fee i Minimum Commercial Permit: s25. oo Total i Master Plumber COMPETENCY CARD NO 7 j/ ' J. RIGGINGS Drawing Date:8/31/95 HYDRAULIC DESIGN"'INFORMATION SHEET 8/31/95 3:14 Job Name: J. RIGGINGS Location: 166 TOWNE CENTER CIRCLE SANFORD, FL Drawing Date: 8/31/95 Remote Area Number: 1 Contractor: MALL ONE, INC. Telephone:305-345-5220 4691 N UNIVERSITY DR. STE 324 CORAL SPRINGS, FL 33067 Designer: LOUIS P. Calculated By:SprinkCALC CSC Systems & Design Construction: SPRINKLER SYSTEM Occupancy:ORD. HAZ. 2 Reviewing Authorities:SANFORD SYSTEM DESIGN Code:NFPA 13 Hazard:ORD. HAZ. 2 System Type:WET Area of Sprinkler Operation 1500 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0.20 1 Make:CENTRAL Model:H Area per Sprinkler 130 sq ftj Size:1/2" K-Factor: 5.60 Hose Allowance Inside 0 gpm I Temperature Rating:165 Hose Allowance Outside 250 gpm CALCULATION SUMMARY gpm Required: 689.0 psi Required: 60.4 @ WATER SUPPLY Water Flow Test Pump Data ( Tank or. Reservoir Date of Test 6-7-95 Rated Capacity 0 gpm Capacity 0 gpmStaticPressure71.0 psi Rated Pressure 0.0 psi Elevation 0 Residual Pres 52.0 psi Elevation 0 At a Flow of 1340 gpm j Make: Well Elevation 0" Model: Proof Flow O.gpm Location: Source of Information: SYSTEM VOLUME 65 Gallons Notes: J. RIGGINGS Drawing Date:8/31/95 8/31/95 3:14 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Required at Hyd Area 1 689 42.1 psi1Pipe4" 10 110' 120 4.260 689 10.9 2 4" Grvd 90 Ell 10' 120 4.000 689 2.7 1 4" Grvd Tee 0' 120 4.000 689 0.0 1 8" Thrd Other Valve BACKFLOW CHART LOSS 689 7.0 1 Pipe 8" PV UNDERGROUND PIPING 500' 150 8.280 689 1.3 1 4" Fingd Butterfly Valve CENTRAL Mo 12' 120 4.000 689 1.6 Elevation Change -1210" 5.2 Total Loss for 18.3 psi Required at 689 60.4 psiWaterSource71.0 psi static, 52.0 psi residual @ 1340 gpm 689 gpm 65.4 psi SAFETY PRESSURE 5.0 psi Available Pressure of 65.4 psi Exceeds Required Pressure of 60.4 psi This is a safety margin of 5.0 psi or 8 % of Supply Maximum Water Velocity is 19.4 fps J. RIGGINGS Drawing Date:8/31/95 8/31/95 3:14 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 EllSPEC - 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)-l.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 J. RIGGINGS Drawing Date:8/31/95 8/31/95 3:14 REMOTE AREA ## 1 FLOW ## OF GPM) PIPE FITS HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PAGE 1 LENGTH PRESSURE BRANCH LINE FEET SUMMARY TO HEAD PIPE VELOCITY Pt Pt Pn ELEV FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 7 TO 32 (SUPPLY - DRAWING REF. "W") rnhHli / 23.0 1" 1 0 1013" 8.6 fps 17.0 17.0 17.0 120.27 gpm/sq ft 1.049" 01 0 210" 0.169 2.1 0.0 0.1 12K = 5.60 23.0 120 40 0 1213" 0" 0.0 17.0 16.9 24 12 HEAD 6 22.8 1" 0 0 13'3" 17.2 fps 19.1 19.1 17.1 0.20 gpm/sq ft 1.049" 0 0 0" 0.604 8.0 1.9 0.6 12K = 5.60 45.8 120 40 0 1313" 0" 0.0 17.1 16.6 60 HEAD 5 27.7 1-1/4" 0 0 10'9" 15.9 fps 27.1 27.1 25.4 120.24 gpm/sq ft 1.380" 0 0 0" 0.380 4.1 1.7 1.0 12K = 5.60 73.5 120 40 0 1019" 0" 0.0 25.4 24.4 60 nMtili 4 L9.7 0.25 gpm/sq ft K = 5.60 103.3 1-1/2" 1.610" 120 40 0 1 0 0 0 8'5" 810" 1615" 16.4 fps 0.337 0" 31.2 5.5 0.0 31.2 29.4 -12 1.8 1.2 12 29.4 28.2 60 REF 27 81.5 4" 0 0 810" 4.2 fps 36.7 36.7 PATH 8 4.260" 0 0 0" 0.009 0.1 0.0K =13.45 184.7 120 10 0 810" 0" 0.0 36.7 REF 28 159.2 4" 0 0 310" 7.8 fps 36.8 36.8 PATH 7 AND 4 4.260" 1 0 2010" 0.027 0.6 0.0 K =26.26 344.0 120 10 0 2310" 0" 0.0 36.8 REY 29 345.1 4" 0 0 2811" 15.7 fps 37.4 37.4PATH24.260" 1 0 2010" 0.099 4.7 0.0 K =56.44 689.0 120 10 0 4811" 0" 0.0 37.4 REY 3L 689.0 gpm PATH 1 K = 106.16 42.1 psi PATH 2 FROM HYDRAULIC REFERENCE 24 TO 29 HEAD 24 24.1 1" 0 0 14'O" 9.1 fps 18.7 18.7 18.7 -120.20 gpm/sq ft 1.049" 0 0 0" 0.184 2.6 0.0 0.1 12K = 5.60 24.1 120 40 0 1410" 0" 0.0 18.7 18.6 24 CONTINUED 21.3 psi J. RIGGINGS Drawing Date:8/31/95 8/31/95 3:14 REMOTE AREA ## 1 PAGE 2 FLOW OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET 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 PIPEKFACTORPIPECTYPEOTHERTOTALELEVATIONPePnPheadFITS PATH 2 FROM HYDRAULIC REFERENCE 24 TO 29 CONTINUED HEAD 23 24.1 1" 0 0 1410" 18.1 fps 21.3 21.3 19.1 12 0.20 gpm/sq ft 1.049" 0 0 0" 0.663 9.3 2.2 0.7 12 K = 5.60 48.2 120 40 0 1410" 0" 0.0 19.1 18.5 60 HEAD 22 29.4 1-1/4" 0 0 8'5" 16.8 fps 30.6 30.6 28.7 12 0.25 gpm/sq ft 1.380" 1 0 6'0" 0.421 6.0 1.9 1.2 12 K = 5.60 77.6 120 40 0 1415" 0" 0.0 28.7 27.6 60 REF 31 108.4 4" 0 0 810" 4.2 fps 36.6 36.6 PATH 5 4.260" 0 0 0" 0.009 0.1 0.0 K =17.91 186.0 120 10 0 810" 0" 0.0 36.6 REF 30 159.1 4" 0 0 510" 7.8 fps 36.7 36.7 PATH 6 AND 3 4.260" 1 0 2010" 0.027 0.7 0.0 K =26.26 345.1 120 10 0 2510" 0" 0.0 36.7 REF 29 345.1 gpm PATH 2 K = 56.44 37.4 psi PATH 3 FROM HYDRAULIC REFERENCE 18 TO 30 HEAD 18 24.2 1" 0 0 1410" 9.1 fps 18.8 18.8 18.8 -12 0.20 gpm/sq ft 1.049" 0 0 0" 0.185 2.6 0.0 0.1 12 K = 5.60 24.2 120 40 0 1410" 0" 0.0 18.8 18.6 24 HEAD 17 24.1 1" 0 0 14'0" 18.1 fps 21.3 21.3 19.2 12 0.20 gpm/sq ft 1.049" 0 0 0" 0.664 9.3 2.2 0.7 12 K = 5.60 48.3 120 40 0 1410" 0" 0.0 19.2 18.5 6.0 AHEAD lb 29.4 1-1/4" 0 0 0.25 gpm/sq ft 1.380" 1 0 K = 5.60 77.7 120 40 0 8'5" 16.8 fps 30.6 30.6 28.8 12 610" 0.421 6.1 1.9 1.2 12 1415" 0" 0.0 28.8 27.6 60 REF 30 77.7 gpm PATH 3 K = 12.83 36.7 psi J. RIGGINGS Drawing Date:8/31/95 8/31/95 3:14 REMOTE AREA ##1 PAGE 3 FLOW OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET 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 PIPEKFACTORPIPECTYPEOTHERTOTALELEVATIONPePnPheadFITS PATH 4 FROM HYDRAULIC REFERENCE 12 TO 28 HEAD 12 24.2 1" 0 0 1410" 9.1 fps 18.8 18.8 18.8 12 0.21 gpm/sq ft 1.049" 0 0 0" 0.185 2.6 0.0 0.1 12K = 5.60 24.2 120 40 0 1410" 0" 0.0 18.8 18.7 24 HEAD 11 24.1 1" 0 0 14'0" 18.1 fps 21.4 21.4 19.2 12 0.20 gpm/sq ft 1.049" 0 0 0" 0.665 9.3 2.2 0.7 12K = 5.60 48.3 120 40 0 1410" 0" 0.0 19.2 18.5 60 HEAD 10 29.4 1-1/4" 0 0 8'5" 16.8 fps 30.7 30.7 28.8 12 0.25 gpm/sq ft 1.380" 1 0 6'0" 0.422 6.1 1.9 1.2 12 K = -5.60 77.8 120 40 0 1415" 0" 0.0 28.8 27.7 60 REF 28 77.8 gpm PATH 4 K = 12.83 36.8 psi PATH 5 FROM HYDRAULIC REFERENCE 26 TO 31 HEAD 26 25.5 1" 2 0 6111" 9.6 fps 20.9 20.9 20.9 12 0.67 gpm/sq ft 1.049" 0 0 410" 0.204 2.2 0.0 0.2 12 K = 5.60 25.5 120 40 0 10'll" 0" 0.0 20.9 20.8 24 HEAD 25 25.1 1" 0 0 6'4" 19.0 fps 23.2 23.2 20.8 12 0.61 gpm/sq ft 1.049" 0 0 0" 0.724 4.6 2.4 0.8 12 K = 5.60 50.6 120 40 0 614" 0" 0.0 20.8 20.0 60 HEAD 20 27.9 1-1/4" 0 0 8'11" 17.0 fps 27.8 27.8 25.9 12 0.-22 gpm/sq ft 1.380" 0 0 0" 0.429 3.8 1.9 1.0 12 K = 5.60 78.5 120 40 0 8111" 0" 0.0 25.9 24.8 60 HEAD 21 29.9 1-1/2" 0 0 5'7" 17.2 fps 31.6 31.6 29.6 12 0.25 gpm/sq ft 1.610" 1 0 810" 0.368 5.0 2.0 1.2 12 K = 5.60 108.4 120 40 0 1317" 0" 0.0 29.6 28.4 60 REF 31 108.4 gpm PATH 5 K = 17.91 36.6 psi J. RIGGINGS Drawing Date:8/31/95 8/31/95 3:14 REMOTE AREA ## 1 PAGE 4 FLOW OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET 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 PIPEKFACTORPIPECTYPEOTHERTOTALELEVATIONPePnPheadFITS PATH 6 FROM HYDRAULIC REFERENCE 19 TO 30 HEAD 19 25.9 1" 1 0 1219" 9.7 fps 21.5 21.5 21.5 12 0.32 gpm/sq ft 1.049" 0 0 210" 0.209 3.1 0.0 0.2 12 K = 5.60 25.9 120 40 0 1419" 0" 0.0 21.5 21.3 24 HEAD 14 25.8 1" 0 0 8'11" 19.4 fps 24.6 24.6 22.1 12 0.20 gpm/sq ft 1.049" 0 0 0" 0.754 6.7 2.5 0.8 12 K = 5.60 51.7 120 40 0 8'l1" 0" 0.0 22.1 21.3' 60 HEAD 15 29.7 1-1/4" 0 0 517" 17.6 fps 31.4 31.4 29.3 12 0.25 gpm/sq ft 1.380" 1 0 610" 0.459 5.3 2.1 1.2 12 K = 5.60 81.4 120 40 0 11'7" 0" 0.0 29.3 28.1 60 REF 30 81.4 gpm PATH 6 K = 13.44 36.7 psi PATH 7 FROM HYDRAULIC REFERENCE 13 TO 28 HEAD 13 25.9 1" 1 0 1219" 9.7 fps 21.6 21.6 21.6 12 0.24 gpm/sq ft 1.049" 0 0 210" 0.210 3.1 0.0 0.2 12 K = 5.60 25.9 120 40 0 1419" 0" 0.0 21.6 21.4 24 HEAD 8 25.9 1" 0 0 8'11" 19.4 fps 24.6 24.6 22.2 12 0.20 gpm/sq ft 1.049" 0 0 0" 0.756 6.8 2.5 0.8 12 K = 5.60 51.8 120 40 0 8111" 0" 0.0 22.2 21.3 60 E HEAD 9 29.7 1-1/4". 0 0 517" 17.6 fps 31.4 31.4 29.4 12 0.25 gpm/sq ft 1.380" 1 0 610" 0.460 5.3 2.1 1.2 12 K = 5.60 81.5 120 40 0 1117" 0" 0.0 29.4 28.2 60 REF 28 81.5 gpm PATH 7 K = 13.44 36.8 psi PATH 8 FROM HYDRAULIC REFERENCE 1 TO 27 HEAD 1 26.0 1" 1 0 1119" 9.7 fps 21.7 21.7 -21.7 -12 0.24 gpm/sq ft 1.049" 0 0 210 0.211 2.9 0.0 0.2 12 K = 5.60 26.0 120 40 0 1319" 0" 0.0 2.1.7 21.5 24 CONTINUED 24.6 psi J. RIGGINGS Drawing Date:8/31/95 8/31/95 3:14 REMOTE AREA ##1 PAGE 5 FLOW OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET 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 PIPEKFACTORPIPECTYPEOTHERTOTALELEVATIONPePnPheadFITS PATH 8 FROM HYDRAULIC REFERENCE 1 TO 27 CONTINUED hEAu 2 25.8 1" 0 0 8111" 19.4 fps 24.6 24.6 22.1 12 0.20 gpm/sq ft 1.049" 0 0 0" 0.756 6.8 2.5 0.8 12 K = 5.60 51.8 120 40 0 8111" 0" 0.0 22.1 21.3 60 HEAD 3 29.7 1-1/4" 0 0 5'7" 17.6 fps 31.3 31.3 29.3 12 0.25 gpm/sq ft 1.380" 1 0 610" 0.460 5.3 2.1 1.2 12 K = 5.60 81.5 120 40 0 1117" 0" 0.0 29.3 28.1 60 REF 27 81.5 gpm PATH 8 K = 13.45 36.7 psi REQUIFRED PSI:60.4 TOTAL ELOW(GPM):689 J. RIGGINGS AREA #1 140 AT 120 -- 100 80 p 60 - Q PYM O S E 40 -- 20 -- 1 50 225 300 375 450 525 600 675 750 FLOW (GPM) CITY OF SANFOP FI.RE:DEPARTMENT FEES FOR SERVICES PHONE #: 407-322--4952 DATE: S J~ PERMIT #: f BUSINESS NAME: R j s ADDRESS: & G PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT COMMENTS: Sr ,// Xi n S" 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. J Sanfo d ire Prevention I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of anforjl, Florida. pp7ants//Signdkufe CITY OF SANFORD, FLORIDA PERMIT NO. ` -J (P DATE ,, THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL. LOWING ELECTRICAL WORK: OWNER'S ADDRESS OF JOB ELEC. CONTR VS'-J LE'-W 4'tom,"L Residenfial Non-residenfial Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alteration Addition Repair Change f Service Residential Commercial Mobile Home Factory Built Housing New Residential 0-100 Amp Service 101-200 Am Service 201 Amp and above New Commercial p erviceIN o Application Fee UW TOTAL II S By signing this application I am stating 1 will he in compliance with the NEC including k is , Section 110-9 and 110 10, Building Official Maifer Electrician STATE COMPETENCY NO. L 0'v CITY OF SANFORD, FLORIDA Lp, ICATIONN FOR BUILDING PE 9I PERMIT ADDRESS Total Contract Price of Job 4;, Describe Work(DM V,eMC, Type of Construction rL4 ble IV Ll Number of Stories j at Occupancy: Residential LEGAL DESCRIPTION TAX I.D. NUMBER OWNER . \1 ADDRE CITY lorrd1A TITLE HOLDER ADDRESS CITY BONDING COMPANY ADDRESS CITY ARCH ADDR CITY MORTGAGE LENDER ADDRESS CITY PERMIT NUMBER 17I . a A Z & (tea I Flood Prone (YES) (NO) er of Dwellings Zoning Commercial Industrial please attach printout from Seminole County) OTHER THAN OWNER) W-Kt Js PHONE NUMBER L'Lt o STATE C':IRV- ZIP STATE STATE STATE ZIP ZIP ZIP rnnTmRnrmnR /!// I i A%Lir —rj)( . PRnNF. NTTMRF.R 7/1 Z7 .7 / CDTYE S °Il tD2$PTyf'c.. _ ST. LICENSE NUMBER . j cL , 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 permstrequired from other governmental entities such as water management districts, stae a es•; -or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. b 0 4J U O i a a 0 w 3 0 E x Q z H H N rl 0 w C O 4 O ro a 0 0 >1 ZwE OF THE PROPERTY OF H 10 Z 1 o n Signature of Own _/Agent & datel Signature of Caitracto.r & Date 0 n 1 ` e or Print Owne /Agent Name or PrintgntMtor's Name t7 x J D Signature of Notary Date Sig atur f Notary & Date k JOHN G. MA81UQ Si?r PT - P1Y f MISS ON A CC470040 w y PU 410cal s; ` © fiN NS: August o18 Y 4, 1999 PubOc — Cdita PubAc underve LOS ANGEL ©OUMY F AA- Comm. C-*am APR 6.1999 IL Application Approlyed BY: D FEES: Building 1 Radon Polic Open Space Road Impact PERMIT VALIDATION: CHECK CASH DATE ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX 6FFICE) GOLD (CO. ADMIN) THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE 11R ro n o . CITY OF SANFORD, FLORIDA PERMIT NO. /' N — DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME ADDRESS OF JOB 1&eo / e4,&L ?461C. MECHANICAL CONTR. llellli 9.15 RESIDENTIAL COMMERCIAL Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK COMPETENCY CARD NO. (SAC 0>39 Z CITY OF SANFORD FIRE.DEPARTMENT FEES FOR SERVICES PHONE A* 407-322-4952 BUSINESS ADDRESS: PHONE NUMBER:( ) PERMIT # : PLANS REVIEW M, TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT $ S • % Sr COMMENTS: 6^ 3 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 befGtre any further services can take place. I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of S44 ord orida. Sanford Fire Prevention 9 CITY OF SANFORD BUILDING DEPARTMENT SEMINOLE TOWNE CENTER OFFICE July 08, 1995 William Albinson 1327 Post Avenue, Suite H Torrance, CA. 90501 RE: J. Riggings 166 Seminole Towne Circle Sanford, Fl. On July 08, 1995 I performed a plans review of the above project. The following item was found. 1) P.V.C. pipe not allowed The above plans are approved with the above item. Your Servant-, Charles D. Grover, C.C.A. Chief Code Analyst L CITY OF SANFORD BUILDING DEPARTMENT SEMINOLE 'TOWNE CENTER OFFICE July 08, 1995 William Albinson 1327 Post Avenue, Suite H Torrance, CA. 90501 RE: J. Riggings 166 Seminole Towne Circle Sanford, Fl. On July 08, 1995 I performed a plans review of the above project. The following item was found. 1) P.V.C. pipe not allowed The above plans are approved with the above item. Your Servant; Charles D. Grover, C.C.A. Chief Code Analyst L CITY OF SANFORD BUILDING DEPARTMENT SEMINOLE TOWNE CENTER OFFICE July 08, 1995 William Albinson 1327 Post Avenue, Suite H Torrance, CA. 90501 RE: J. Riggings 166 Seminole Towne Circle Sanford, Fl. On July 08, 1995 I performed a plans review of the above project. The following item was found. 1) P.V.C. pipe not allowed The above plans are approved with the above item. Your Servant; Charles D. Grover, C.C.A. Chief Code Analyst LOS ANGH ES, CA EXPRESS PERMEr 3 WASHINGTON, D.C. 1327 POST AVE. SUITE H - TORRANCE, CA 90501 310) 328-6300 - FAX: (310) 328-0336 TRANSMITTAL - SANFORD , FL. - DATE: 0-7O3L<— FIRE: DEPARTME=N1' GARY GWINN COMMERCIAL PLANS PEVIEW COMMERCIAL PLAN REVIEW 130a S. FRENCH AVE TOWN HALL SANEORD , FL.. 32771 300 N . PARK AVE TEL- : 407 .3'zF . 086a) SANFURD FL 32771 , t TEL: 407.330.5656) RE: 6 - SEM INOLE TOWN CENTER - SANFURD, FL. ENCLOSED ARE THE FOLLOWING CHECKED ITEMS: ORIGINAL PLANS;r,ETS) SIGNED & SEALED BY A REGISTERED ARCHITECT KORIGINAL [ ] REV. I>SED PLANS CHECK NONE REQUIRED: BUII.. DING PERMIT APPLICATION FORM REGISTRATION APPLICATION FORM X] PLEASE ROUTE TO BLDG DEPT AFTER YOU HAVE REVIEWED PLANS. PLEASE NOTE IHE BEL-OW CHECKED ITEMS: KWITH THE_", SUBMITTAL... OF THE ABOVE ITEMS, WE RESPECTFULLY APPLY FOR A BUILDING, PERMIT. LET ME KNOW IF YOU NEED ANYTHING FURTHER TO REVIEW THE ENCLOSED F-`L_ANS . PLEASE PlIVIEW ENCLOSED & ADVISE IF YOU CAN ISSUE A BUILDING PERMIT. COULD YOU SEND US 5 PERMIT APPLICATION FORMS (WE ARE RUNNING LOW!) COULD YOU SEND US YOUR FEE SCHEDULE (IF ANY) FOR PLAN REVIEW FEES. ADDITIONAL THANK YOUJ PLEASE CALL IF YOU HAVE ANY QUESTIONS OR COMMENTS. e Bf: MARK LEON / a - EXPRESS PERMITS FOR OFFICE USE - - - - - - - - - - - - - - - CLST FOXED TO ..[]ARCHITECT .. [] PROJ . MGR . .. [] G .0 . - INITIAL: TABS: [] RUILDIN(; EXPRESS PERMITS ...gets your permits Faster! L O EXPRESS PERMITS 199.5