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111 Towne Center Cir - BC95-002774 (1995) (WAR ROOM) (INTERIOR RENOVATIONS) DOCUMENTSlll 7"owoeo ZONE CONTRACTOR ADDRESS 1 C/ . e ( wor P(06mj DATE Ar,uorco PHONE # _ LOCATION OWNER ADDRESS PHONE # e Y SUBDIVISION: 4 / PERMIT # q5- c 2 7 7 JOB T Vxlab-olu COST $ 37 FEE $ STATE NO. G jS5PLUMBING CONTRACTOR Ol /3m / ` FEE $ ADDRESS PHONE # GrS_ ELECTRICAL CONTRACTOR 6A V-2:rY--Pn S ADDRESS PHONE # 5 . a 4 MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS ( ARCH I,iECTURAL APPROVAL DATE: x7 FEE $3S— c FEE $ :!5 0 LOT NO. BLOCK: SECTION: SQUARE FEET: MODEL: OCCUPANCY CLASS: INSPECTIONS lTYPEDATEOKREJECTBY FEE $ ENERGY SEC EPI: o1 Se' 7K CERTIFICATE OF OCCUPANCY ISSUED # DATE: FINAL DATE CITY OF SANFORD, FLORIDA APPLICATIONlFQR BUILDING PERMIT S C i fl/ ` T F IZ lZCf1'ti PERMIT ADDRESS G ( Cn/., c't PERMIT NUMBER Total Contract~ Price of Job 6.5 / y 410— Total Describe Work TA)b-1119u, Type of Construction Number of Stories Occupancy: Residential Sq. Ft. Flood Prone (YES) (NO) Number of Dwellings Zoning Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS CITY MORTGAGE LENDER ADDRESS CITY STATE STATE STATE ZIP ZIP ZIP ZIP CONTRACTOR -C?(JTN% j 7`jL//l((TL_S PHONE NUMBER 3j 7LL ADDRESSar;dWo;!:ST. LICENSE NUMBER LIV57 CITY STATE P _ ZIP ,5%% vt*,t,t*******,r*,r*,t*,r**w,trr*****,r****,r,r***,r,r***,r•r,t**rr,r******,r*,r*,r***,t***tr***rt**,r*,r*****,r** 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. ttr****,t*****,t**tr****,ttr***rt,t****** r,tw***rr,t*tr***/r*,t***%*****,t,t,t*,r,********w** r***tr*w* H 'v Z h m a o H Signature of Owner/Agent & Date Signature of Contractor & Date M n '< H r G Z Type or Print Owner/Agent Name Ty a or Print tractor's Name ' s 0 a Signature of Notary & Date Signature of Notary & Date •'•., w..•' ' Official Seal) (Official Seal) 0 3 3 E 4 1 H to • 4 i. C O N O M N a) 41 -4 a O a) >' zu,E- C `< D 3Dc-0 3 o T 1Z3>-n c 3 > 0 n A us V1 r.. Of 7 , C4AApplicationApprovedBY: Date r w rn x z FEES: Building 6 Rado Police Fire 0. r Open Space Roa Imp t. Application 1O ? PERMIT VALIDATION: CHECK CASH DATE ( [4l BY ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX FFIC ) GOLD (CO. ADMIN) O z b rt O a C n r* cD a M Q THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE CITY OF SANFORD FIRE: DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE: PERMIT #: BUSINESS NAME: ADDRESS: //I PHONE NUMBER:( ) qS--967F1 PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT COMMENTS: /n Svs 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 furt!dr services can take place. P- M 4j SanfAdilire Prevention I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the jCi,ty of Sanford, Flo 'da. o icant ur Sprinkler GB Upright, Pendent and Recessed Pendent Glass Bulb Automatic Sprinkler Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Technical Description Data The Central Model GB Upright and Pendent and Recessed Pendent Automatic Sprinklers are standard spray sprinklers. They incorporate the latest in heat -responsive, glass bulb technology, which results in a much smaller more attractive sprinkler than those manufactured with a more traditional design approach. The operating mechanism consists of a liquid -filled 5 mm diameter frangible Model: GB Style: Upright, Pendent or Recessed Pendent (adjustable) Escutcheon: Model GB '/z" Recessed Note: For the recessed version, only the Model GB'/2" Recessed Escutcheon assembly may be used. Substitution of other recessed" escutcheons may impair the operating sensitivity and distribution pattern and void manufacturer's warranty. capsule that is only 1.6 cm in length. Orifice Size: '/2" (12.7mm) The Model GB Automatic Sprinklers K-Factor: 5.6 (80.08) nominal are intended for installation in Thread Size: 'h" (12.7mm) N.P.T. accordance with current NFPA 13 Temp. Rating & Glass Bulb Color: Standards. They are available in '/z" 135'F/57'C Orange orifice size and a variety of 155°F/68°C Red temperature ratings, finishes and 1750F/790C Yellow decorative coatings. 200°F/93°C Green The Model GB Recessed Glass Bulb 2860F/141°C Blue 360°F/1820C Purple (360, not F.M. Automatic Sprinkler incorporates a Approved) significant cost saving feature; a 2- Approvals: UL, U.L.C, F.M. piece special escutcheon assembly Meets: MIL-STD-910C, MIL-STD-167-1, that provides for V of field adjustment and MIL-STD-810-C shock, resulting in an easily accomplished vibration, and salt fog tests for tight fit against the ceiling, maritime applications. Maximum Working Pressure: 175 p.s.i. Operation: The glass bulb capsule Factory Hydro Test: 100% at 500 p.s.i. Standard Finishes: operating mechanism contains a heat- Sprinkler: brass or chrome plated sensitive liquid that expands upon Escutcheon: brass or chrome plated application of heat. At the rated Corrosion -Resistant Coatings (U.L. Only): temperature, the frangible capsule white and black painted ruptures thereby releasing the orifice Highest Allowabte Ambient Temperature for seal. The sprinkler then discharges Storage of Sprinklers: 100'F/38'C water in a pre -designed spray pattern Adjustable Range Below Ceiling: to control or extinguish the fire. 3/4" to 13/8" For specific listing requirements, see the appropriate information contained in this brochure. Length: 2" (31.8 mm) Width: 1" (25.4 mm) (frame arms) Weight: 2.0 oz. (56.7grams) Pendent 2.5 oz. (70.9 grams) Upright 3.5 oz. (99 grams) Recessed Pendent M. z" Orifice Automatic Sprinkler No. 3.6.0 Figure 1 Model GB Upright Sprinkler 1 3/8" Diameter 2" Figure 2 Model GB Pendent Sprinkler I 1 , I , I I FACE OF I REDUCING I COUPLING i I 1 11 /16" Ref. 2 " t 1 3/16" Diameter Figure 3 Model GB Recessed Pendent Sprinkler 1 , 1 , 1 , 1 , 11 2" Minimum Diameter 1 2 1/4" Maximum Diameter 1 , FACE OF REDUCING 1 COUPLING SUPPORT CUP I 1 I I I I Model GB 112" Recessed Escutcheon 1' MAX. MIN40 3,32 FINISHED CEILING LINE 1 318" MAX. 3/4" MIN. 113/16"T 2 7/8" Diameter 2 Design Data Design Requirements — Standard Applications The Model GB Recessed Automatic Sprinklers are intended for area coverages, flow and pressure requirements as specified in current NFPA 13 standards. When installed in the recessed position, the recessed cup escutcheon and sprinkler are listed together as a single unit and must be so utilized. r3 Installation All Central Model GB Upright, Pendent and Recessed Pendent Automatic Sprinklers must be installed according to current NFPA 13 Standards. Deviations from these requirements and standards or any alteration to the sprinkler itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local government provisions, codes, and standards as applicable. The system piping must be properly sized to insure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size, and temperature rating prior to installation. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing. Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Step 1. The unit must be installed in the upright position for upright style sprinklers, and in the pendent position for pendent style sprinklers. The recessed pendent must be installed with the deflector not less than 1/4" nor more than 1 %" below the ceiling. Step 2. The face of the sprinkler fitting should be installed a nominal 3/8 to 1" behind the finished ceiling line, as shown in the installation Diagram on page 2. Adjustments may be made via the push -on escutcheon plate to compensate for variations in the fittings. Do not use the push -on escutcheon plate to hold the unit in position. The sprinkler will function properly only when the system piping is anchored to the building structure. Otherwise, reaction force from system initiation could alter the sprinkler alignment and disrupt the spray pattern. Step 3. Use only a non -hardening pipe joint compound or Teflon' tape. Apply to the male threads only. Step 4. Hand tighten the sprinkler into the fitting. For upright sprinklers, use a Central Sprinkler Combination Wrench, for pendent and recessed pendent sprinklers use a Central Sprinkler Universal Wrench, to tighten the unit into the fitting. A leak -tight joint requires only 7 to 14 ft.-Ibs. of torque; a tangential force of 14 to 28 lbs. delivered through a 6" handle will deliver adequate torque. Torque levels over 21 ft.-Ibs. may distort the orifice seal, resulting in leakage. Teflon is a trademark of the DuPont Corp. Combination Wrench (Part #1106) for upright sprinklers) I Universal Wrench (Part #1122) (for pendent and recessed pendent sprinklers) Step 5. To install the escutcheon plate, align it with and press it over the sprinkler body until the outer edge of the escutcheon meets the mounting surface. Caution: Special care must be taken when installing pendent sprinklers with a CPVC system. Sprinklers must be installed after the CPVC manufacturer's recommended setting time for the primer and cement to ensure that neither accumulate within the sprinkler. Special care must be taken when installing with a copper system. Sprinklers must be installed only after the inside of the sprinkler nipple and associated fittings have been wire brushed to remove any flux. Residual flux can cause corrosion and in extreme cases can impair proper sprinkler operation. Care & Maintenance Sprinklers must be handled carefully. They must not be transported or stored where ambient temperature may exceed 100°F/380C. For best results, store them in a dry, cool location in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers must never be painted, coated, plated, or altered in any other way from manufactured condition or they may not function properly. Any sprinklers altered in such manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA Standard 25 entitled, Inspection. Testing and Maintenance of Water -Based Fire Protection Systems", contains guidelines and minimum maintenance requirements. Furthermore, the local Authority Having Jurisdiction may have additional regulations and requirements for maintenance, testing, and inspection that must be obeyed. It is recommended that sprinkler systems be inspected regularly by a qualified inspection service. Length of time between such inspections can vary due to accessibility, ambient atmosphere, water supply, and site activity. Do not attempt to reassemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler exhibiting corrosion or damage; always use new sprinklers of the same type and temperature rating as replacements. Because the discharge pattern is critical to protection of life and property, nothing should be hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed. In the event that construction has altered 01994 Central Sprinkler Company Printed in U.S.A. the original configuration, additional sprinklers must be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protection system from service. Be certain to secure permission from all Authorities Having Jurisdiction, and notify all personnel who may be affected during system shutdown. A fire watch during maintenance periods is a recommended precaution. To remove the system from service mode, first refer to the system operating guide and valve instruction. Drain water and relieve pressure in the pipes. Remove the existing unit and install the replacement, using only the sprinkler wrench. Be certain to match model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation should be returned to service immediately. Inspect the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corrosive elements of combustion or excessive temperatures should be inspected, and replaced if need be. The Authority Having Jurisdiction will detail minimum replacement requirements and regulations. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available throughout the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa 0.0689 bar 0.0703 kg/cm 1 U.S. gallon = 3.785 dm, 3.785 liters Conversions are approximate. CENTRAL Central Sprinkler Company 451 N. Cannon Avenue. Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 GB.4 Hydraulics Summary Sheet SOUTHEAST FIRE SPRINKLERS, INC. Designer: DAVID HUYSMAN III 799 BENNETT DRIVE Calc By: DAVID HUYSMAN III LONGWOOD, FLORIDA 32750 Date: 9-05-95 Project Information Space # F-11 SEMINOLE TOWNE CENTER SANFORD, FL Contract No: 65135 Building: SEMINOLE TOWNE CENTER System ID: @N57000 Ref Drawing: FP1 Const: STEEL -NON COMBUSTIBLE Occupancy: MERCANTILE Authority: CITY OF SANFORD System Information Hydraulics Design Criteria Standard: NFPA 13 Hazard: ORDINARY HAZARD Figure: 5-2.3 Curve: 3 System Type: WET Density: .20 GPM/SgFt Remote Area: 1500 SgFt Spr Cov: 130 SgFt Sprinklers & Nozzles Manufac: CENTRAL Model: MODEL "GB" Size: 1/2 K-Factor: 5.6 Temp Rating: 155 Hydraulics Information Demand... Sprinkler Required Pres: 45.15 PSI Required Flow: 317.22 GPM Static Elev: 0.00 Ft System Total Pres: 45.15 PSI Add'l Flows: 0.00 GPM Hose at Srce: 250.00 GPM Total Flow: 567.22 GPM Supply... Water Flow Test Static: 60.00 PSI Residual: 48.00 PSI Oty Flowing: 1500.00 GPM FT Elevation: 0.00 Ft Date: Time: By. Pump Data Rated 0.0 PSI@ 0.0 GPM Boost Pres NA) PSI Discharge Pres NA) PSI Discharge Flow NA) GPM Combined Static: NA) PSI Residual: NA) PSI Flow: NA) GPM Available... P) 58.01 PSI@ 567.22 GPM F) 45.15 PSI@ 1683.09 GPM Margin... Pressure: 12.87 PSI Flow: 1115.86 GPM Sigma Dynamics Corporation7700 Hydraulics j-- n---------- SUBMITTAL SERIAL N0=2968HY1 Space #F-11 09-05-1995 PAGE 1 Bayorcor FLOW TEST RESULTS Water Supply STATIC 60.00 PSI RESIDUAL 48.00 PSI @ 1500.00 GPM CITY PRESSURE AVAILABLE AT 567.2 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE 200 21.84 20.00 5.60 15.21 201 20.94 20.00 5.60 13.99 202 20.00 20.00 5.60 12.76 203 22.04 20.00 5.60 15.48 204 21.13 20.00 5.60 14.24 205 20.18 20.00 5.60 12.99 206 22.45 20.00 5.60 16.07 207 21.53 20.00 5.60 14.78 208 20.56 20.00 5.60 13.48 209 22.01 20.00 5.60 15.45 210 21.11 20.00 5.60 14.21 211 20.16 20.00 5.60 12.96 212 22.01 20.00 5.60 15.44 213 21.11 20.00 5.60 14.20 214 20.16 20.00 5.60 12.95 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 13 TO 106 58.01 PSI 317.22 GPM 250.00 GPM 567.22 GPM 45.15 PSI 0.00 PSI 13.84 FPS SUBMITTAL SERIAL N0=2968HY1 09-05-1995 PAGE 2 Space F-11 Location Flow Pipe Fittings Equiv. Friction Pressure in Size Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 102 202 1.049 L 1.00 C=120 PT 12.76 202) a 20.00 F=T F 5.00 PE 0.43 SG T 6.00 0.1301 PF 0.78 101 102 1.049 L 10.00 C=120 PT 13.97 102) 0 20.00 F=0 F 0.00 PE 0.00 BN T 10.00 0.1301 PF 1.30 PT 15.27 101 ) 114 214 1.049 L 1.00 C=120 PT 12.95 214) 0 20.16 F=T F 5.00 PE 0.43 SG T 6.00 0.1320 PF 0.79 113 114 1.049 L 10.00 C=120 PT 14.17 114) 0 20.16 F=0 F 0.00 PE 0.00 BN T 10.00 0.1320 PF 1.32 PT 15.49 113 ) 113 213 1.049 L 1.00 C=120 PT 14.20 213) Q 21.11 F=T F 5.00 PE 0.43 SG T 6.00 0.1438 PF 0.86 112 113DO 20.16 1.380 L 10.00 C=120 PT 15.49 113) Q 41.26 F=0 F 0.00 PE 0.00 BN T 10.00 0.1307 PF 1.31 PT 16.80 112 ) 112 212 1.049 L 1.00 C=120 PT 15.44 212) 0 22.01 F=T F 5.00 PE 0.43 SG T 6.00 0.1553 PF 0.93 15 112DO 41.26 1.380 L 39.00 C=120 PT 16.80 112) 0 63.27 F=T,E/E,E F 15.00 PE 2.17 BN T 54.00 0.2882 PF 15.56 14 15 4.260 L 10.00 C=120 PT 34.53 15) Q 63.27 F=0 F 0.00 PE 0.00 NC T 10.00 0.0012 PF 0.01 PT 34.54 14 ) 111 211 1.049 L 1.00 C=120 PT 12.96 211) a 20.16 F=T F 5.00 PE 0.43 SG T 6.00 0.1321 PF 0.79 110 ill 1.049 L 10.00 C=120 PT 14.18 111) 0 20.16 F=0 F 0.00 PE 0.00 BN T 10.00 0.1321 PF 1.32 PT 15.50 110 ) SUBMITTAL SERIAL N0=2968HY1 Space #F-11 Location Flow Pipe Fittings in Size From To GPM IN Devices 110 210 1.049 L Q 21.11 F=T F SG T 109 110DO 20.16 1.380 L 0 41.27 F=0 F BN T 109 209 0 22.01 14 109DO 41.27 0 63.28 13 14DO 63.27 0 126.55 108 208 0 20.56 107 108 0 20.56 107 207 0 21.53 106 107DO 20.56 0 42.09 106 206 0 22.45 13 106DO 42.09 Q 64.54 1.049 L F=T F SG T 1.380 L F=T,E/E,E F BN T 4.260 L F=0 F NC T 1.049 L F=T F SG T 1.049 L F=0 F BN T 1.049 L F=T F SG T 1.380 L F=0 F BN T 1.049 L F=T F SG T 1.380 L F=T,E/E,E F BN T 09-05-1995 PAGE 3 Equiv Friction Pressure Length Loss Summary Ft PSI/Ft PSI 1.00 C=120 PT 14.21 (210 ) 5.00 PE 0.43 6.00 0.1438 PF 0.86 10.00 C=120 PT 15.50 ( 110 ) 0.00 PE 0.00 10.00 0.1307 PF 1.31 PT 16.81 ( 109 ) 1.00 C=120 PT 15.45 (209) 5.00 PE 0.43 6.00 0.1554 PF 0.93 39.00 C=120 PT 16.81 (109) 15.00 PE 2.17 54.00 0.2883 PF 15.57 8.00 C=120 PT 34.55 ( 14) 0.00 PE 0.00 8.00 0.0043 PF 0.03 PT 34.58 ( 13 ) 1.00 C=120 PT 13.48 (208 ) 5.00 PE 0.43 6.00 0.1370 PF 0.82 10.00 C=120 PT 14.73 (108 ) 0.00 PE 0.00 10.00 0.1370 PF 1.37 PT 16.10 ( 107 ) 1.00 C=120 PT 14.78 (207 ) 5.00 PE 0.43 6.00 0.1491 PF 0.89 10.00 C=120 PT 16.10 (107) 0.00 PE 0.00 10.00 0.1356 PF 1.36 PT 17.46 (106 ) 1.00 C=120 PT 16.07 (206 ) 5.00 PE 0.43 6.00 0.1611 PF 0.97 35.00 C=120 PT 17.47 ( 106 ) 15.00 PE 2.17 50.00 0.2990 PF 14.95 SUBMITTAL SERIAL N0:2968HY1 09-05-1995 PAGE 4 Space F-11 Location Flow Pipe Fittings Equiv Friction Pressure in Size Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 10 13DO 126.55 4.260 L 6.00 C=120 PT 34.59 13) Q 191.09 F=0 F 0.00 PE 0.00 NC T 6.00 0.0092 PF 0.06 PT 34.65 10) 105 205 1.049 L 1.00 C=120 PT 12.99 205) a 20.18 F=T F 5.00 PE 0.43 SG T 6.00 0.1324 PF 0.79 104 105 1.049 L 10.00 C=120 PT 14.21 105) Q 20.18 F=0 F 0.00 PE 0.00 BN T 10.00 0.1324 PF 1.32 PT 15.53 104 ) 104 204 1.049 L 1.00 C=120 PT 14.24 204) 0 21.13 F=T F 5.00 PE 0.43 SG T 6.00 0.1441 PF 0.86 103 104DO 20.18 1.380 L 10.00 C=120 PT 15.53 104) 0 41.32 F=0 F 0.00 PE 0.00 BN T 10.00 0.1310 PF 1.31 PT 16.84 103 ) 103 203 1.049 L 1.00 C=120 PT 15.48 203 ) Q 22.04 F=T F 5.00 PE 0.43 SG T 6.00 0.1557 PF 0.93 12 103DO 41.32 1.380 L 39.00 C=120 PT 16.84 103) O 63.35 F=T,E/E,E F 15.00 PE 2.17 BN T 54.00 0.2889 PF 15.60 11 12 4.260 L 12.00 C=120 PT 34.61 12) 0 63.35 F=0 F 0.00 PE 0.00 NC T 12.00 0.0012 PF 0.01 PT 34.62 11 ) 101 201 1.049 L 1.00 C=120 PT 13.99 201) 0 20.94 F=T F 5.00 PE 0.43 SG T 6.00 0.1417 PF 0.85 100 101DO 20.00 1.380 L 10.00 C=120 PT 15.27 101) O 40.94 F=0 F 0.00 PE 0.00 BN T 10.00 0.1288 PF 1.29 PT 16 :56 100 ) 100 200 1.049 L 1.00 C=120 PT 15.21 200) 0 21.84 F=T F 5.00 PE 0.43 SG T 6.00 0.1531 PF 0.92 SUBMITTAL SERIAL N0:2968HY1 Space #F-11 09-05-1995 PAGE 5 Location Flow Pipe Fittings Equiv Friction Pressure in Size Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 11 100DQ 40.94 1.380 L 41.00 C=120 PT 16.56 100) Q 62.78 F=T,E/E,E F 15.00 PE 2.17 BN T 56.00 0.2841 PF 15.91 10 11DO 63.35 4.260 L 0.66 C=120 PT 34.64 11) Q 126.14 F=0 F 0.00 PE 0.00 NC T 0.66 0.0043 PF 0.00 3 10DO 191.09 4.260 L. 7.50 C=120 PT 34.64 10) Q 317.22 F=T/T F 32.00 PE 0.00 FM3 T 39.50 0.0235 PF 0.93 2 3 4.260 L 350.00 C=120 PT 35.57 3) Q 317.22 F=E , T/2E F 36.40 PE 0.00 FM2 T 386.40 0.0235 PF 9.08 1 2 6.357 L 10.00 C=120 PT 44.65 2) Q 317.22 F=BV/E F 20.00 PE 4.33 FR T 30.00 0.0033 PF 0.10 0 1 8.249 L 10.00 C=120 PT 40.42 1) Q 317.22 F=DCA/ALV,T F 33.00 PE 0.00 FM1 T 43.00 0.0009 PF 0.04 8" Febco Mod. 805YD - Double Check Assembly 4.00 8" Central Alarm Valve 0.70 PT 45.15 0 ) e I Space #F-11 Sigma Dynamics Corporation 7700 Supply 1 Demand Graph Flow 111S.86GPM MMEN0OR, M! WMq flu Uff System Demand.. Sprinkler Demand 4S.15 PSI @ 317.22 GPM Additional Flows 0.00 GPM Hose at Source 2S0.00 GPM Total Demand 45.15 PSI @ S67.22 GPM Water Flow (GPU) Water Supply.. Static 60.00 PSI Residual 48.00 PSI Elevation 0.00 PSI @ 1S00.00 GPM DO This is to certify that the building located at III TnWMR nRMTRR r.R for which permit 95-00002774 has heretofore been issued on R/2.9Z95 has been completed according to plans and specifications filed in the office of the Build' g ffi 1 prioro the issua ce of said building permit, to wit as h7 X -1!,mplies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No APPROVAL APPROVAL BUILDING: 9 e FIRE: q S- UFinaled 4L, Inspected ZONING: 9 /fib /Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water Sewer42JC4_ '_?. MC)Or'e- Lines In Sewer Tap ENGINEERING: Street Drainage _/— Y I /`- Paved Maintenance Bond PUBLIC WORKS: Street Name Q y ,(_ Street Signs Lights Storm Sewer Driveway Street Work DESCRIPTION DATR WATER -SEWER IMPACT FEES O1-APPLCTN FEE -BUILDING 8/25/95 O1-FIRE INSPECT -NEW CONST 8/25/95 O1-RADON GAS TAX FEE 8/25/95 O1-RECOVERY FD/CERT. PGM. 8/25/95 OWNER i,t._2 / ,C-Q cue AMOUNT S e?, #C' 10.00 106.38 26.60 26.59 6)or4.bj® 1nm BUILDING' FFICIAL / Dg FROM THE CITY BUILDING OFFICIAL September 12, 1995 TO.:.. All Concerned Departments FROM: Gary Winn, Building Official,q.,._ 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 CyCcl1 0. fE. P9 i>My GW/ar 1 BP101IO2 CITY OF SANFORD 9/12/9G Land Master Selection By Street Address 14:21:02 Type options. press Enter. 1=Select 5=View detail Opt Street address Owner 10 TOWNE CENTER CR 20 TOWNE CENTER CR f- r%nG+E , 40 TOWNE CENTER CR 50 TOWNE CENTER CR S 100 TOWNE CENTER CR GIFTS 100 200 TOWNE CENTER CR //576ov slaI94 s+208o 101 TOWNE CENTER-CR GALA ROOM F-15 102 TOWNE CENTER CR HOME FURNISHINGS 103 TOWNE CENTER CR , 104 TOWNE CENTER CR 105 TOWNE CENTER CR MALL DISPLAY BOXES 107 . TOWNE CENTER CR$1137.S0 9/to gs-a ?-solo CAMELOT 108 TOWNE CENTER CR`•487,50 8/Qkls-' 2549 BRIAR PATCH 109 TOWNE CENTER CR N6n1E- DulF WIND DANGER 110 TOWNE CENTER CR i-78'7.Vo 9/5/9S•13 a48,3 REGIS HAIRSTYLING + F3=Exit F12=Cance'I 07-04 SA MW KS IM II S1•AO KB BP101IO2 CITY OF SANFORD 9/12/95 Land Master, Selection By Street Address 14:23:32 Type options. press Enter. 1=Select 5=View detail - Opt Street address Owners. TOWNE CENTER CRC/i.s 7(r)% /o2..WAR ROOM F- 1 1 112 TOWNE CENTER CR NOme' DUG CANDLEMAN 113 TOWNS CENTER CR%1137,S'0 e-AW-95,&2V6/DESIGNS LEVY 114 TOWNE CENTER CR4s—o 7/1e/9S w ?50'3 ZALES JEWELERS 1 1 7 TOWNE CENTER CR xj 50 '7/251gs-au 2520 ANN TAYLOR 120 TOWNE CENTER CRV32s '7/1y/957.-it2y97 F6 SACINO' S FORM. 122 TOWNE CENTER CR0'/62,•So'7/24/9sw 2Si9 THE BODY SHOP 123 TOWNE CENTER CR 126 TOWNE CENTER CR%gS7•so &/30/9srr2v79 BE BE 127 TOWNE CENTER CR-6/soo s/ss/yr m -7J3•f STRUCTURE DEPT STORE 128 TOWNE CENTER CR SEM1?4OLr 4^WNE eE-mjv 129 TOWNE CENTER CR UENTE 130 TOWNE CENTER CR %4?7•S0 '7/3,/gs&252q CHACHE 132 TOWNE CENTER CR$//.?7,s7o s1i2/9S-0-Z333 DISNEY STORE 135 TOWNE CENTER CRC/950 LIMITED CACIQUE F3=Exit F12=Cancel 07-04 SA MW KS IM II S1 AO KB C; CITY OF SANMRD, FLORIDA PERMIT NO / , 1111 DATE / — THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WORK: OWNER'S NAME JCS I'I e -rclkv j CGS ADDRESS OF JOB = S PPCe I ' c PLUMBING CONTR. Res. Comm. K _ Subject fo rules and regulafions of Sanford plumbing code. Residential: Number I Amount Alteration, Addition, Repair I New Residential: One Water Closet Additional Water Closet Commercial: Fixtures. Floor Drain, Trap Sewerr Water Piping_ Gas Piping Factory -built housing Mobile Home 60 Application Fee FE O Minimum Commercial Permit: 525.00 Total Mader Plumber" COMPETENCY CARD NO. CSC Q-G STa)-- CITY OF SANFORD, FLORIDA C pcl PERMIT NO. qS DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: A OWNER'S NAME ADDRESS OF JOB MECHANICAL CONTR. RESIDENTIAL COMMERCIAL Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK G./ mwaia mwnw u.w COMPETENCY CARD NO. CITY OF SANFORD, FLORIDA J 85'D PERMIT NO. ,! DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S 1 ADDRESS OF JOB-//Z 2+/i 'it/L,E? C'/en ELEC. CONTR!- _"eIVCO . -Z- C— Residential—Non-residentiaLSG Subject to rules and regulations of the city and netionel electric codes. Number AMOUNT Alteration Addition Repair Change f Service Residential Commercial Mobile Home Factory Built Housing New Residential 0-100 Amp Service 101-205"AmR Service 201 Amp and above New Commercial pdAmp Service 20 Application Fee I' i By signing this application I am stating I will he in compliance with the NEC ' luding isle 110. Section 110-9.1 11 0. 77 Building Official Master Electrician STATE COMPETENCY NO. CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS 111 Towne Center Circle PERMIT NUMBER Total Contract Price of Job $37,487.36 Total Sq. Ft. 5319 Describe work Tenant Improvement - temporary unctions Type of Construction Mall Tenant Flood Prone (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 29-19-30-5LW-0100-0000 OWNER Seminole Towne Center Ltd. P/S PHONE NUMBER (317)263-7916 ADDRESS 115 W. Washington St. CITY Indianapolis STATE IN ZIP 46204 TITLE HOLDER ADDRESS CITY IF OTHER THAN OWNER) same as above BONDING COMPANY ADDRESS CITY STATE STATE ZIP ZIP ARCHITECT Cuhaci & Peterson Architects Inc. ADDRESS 200 E. Robinson St. Suite 400 CITY Orlando STATE FL ZIP 32801 MORTGAGE LENDER Illinois Teachers Retirement System ADDRESS 2815 W. Washington CITY Springfield STATE IL ZIP 62794 CONTRACTOR Bayorcor PHONE NUMBER ADDRESS 11731 Phillips Hwy. Suite 7 ST. LICENSE NUMBER CITY Jacksonville STATE FL ZIP 32256 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 m m O cn aooM H Sign ture OA & ate Si atu a of Contractor & Date 0, a Joseph H. Cooper 8-23-95PP S r P/ i GCj ;C/. 7 Type or Print Owner/Agent Name Ln Type or Print Contractor's Name o Z QJ x O c v o0 Gt VLmx-eJ ro a Signature of Notary & Date Signature of Notary & Date Official Seal) r* c i c a 3 o a c Z . to —4 to w c o u O O a) a Z a H V Pa Mirgaret Hammond i n Notary Public. Slate of Florida + 3 4 Commission No. CC 312393 > rleo t`°c My Commission Expires9/1/97 Bonded Throw Fla NGWY Sav'Kc Q Bond4 Co. +< Application Approvad B Date: FEES: Building 061,0 RaZim 3.. Police f Fire Open Space Ropact AppliccItion PERMIT VALIDATION: CHECK CASH DATE ( BY ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFIC ) GOLD (CO. ADMIN) 1-4 0 THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE CITY OF SANFORD EIRE:DEPARTMENT FEES FOR SERVICES PHONE # • 407-322-4952 DATE: $^%? PERMIT # : ,j , -7 7 BUSINESS —NAME: ADDRESS: /// PHONE NUMBER:( ) PLANS REVIEW z TENT PERMIT BURN PERMIT R.EINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT $ GAG • 3 `; COMMENTS:5.3/50 sE:y Fees must be paid to Sanford Building Department,-300 N. Park Avenue, Sanford, Florida. Phone it 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above val information is true and correct and that I will 1 comply with all applicable b codes and ordinances of the City of Sanford, Florida. 14 Sanford re Prevention App icants 1gnature