Loading...
HomeMy WebLinkAbout595 Andrews Rd 07-1328 SprinklersV I' 63 2 2) CITY OF SANFORD PERMIT APPLICATION Permit ff s Datc: 02/23/07 .Job Address:595 Andrews Road (Magnolia Park, Lots 1-3) _ Description of Worklns tall underground portions from POS to 1 t —0" AFF for 13R fire sprinkler sys . Historic District: Zoning: Permit Type: Building -� Electrical s - Electrical: New Service If of ArNIPS _ IYlechanical: Residential Non -Residential Plumbing/ New Commercial: fl of Fixtures Plumbing/New Residential: It of Water Closets Occupancy Type: Residential Commercial Value of Work: $ 1,784.64 Mechanical Plumbing Fire Sprinkler/,Nralii� X Pool _ Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Caic. Rcquircd) # of Water & Sewer Lines ff of Gas Lines Plumbing Repair — Residential or Commercial Industrial "Total Square Footage: Construction 'Cype: ___ # of Stories: # of Dwelling Units: _ Flood Zone. (FENIA form required for other' than N) Parccl ff: ` 18-20-30-300-0060-0000 (Attach Proof of Ownership & Legal Description) Owners Name & Address: D.R. Horton, —Inc., 5850 T.C. Lee Blvd. Ste 600, Orlando, FL 32822 Phone: 407-850-5200 Contractor Name & Address: Wayne Automatic Fire Sprinklers , Inc . 222 Macpitol Court, Ocoee, FL 34761 State License Number: 90293400022_002 Phone & Fax: 407-877-5557/407-_656-8026 Contact Person: Bobby Dewar Pltone: 407-877-5578 lionding Company: N/A _T Address: Mortgage L,cnder: N(A Address: ArchitecdEngincer: __ Bobby Dewar _- Address: 222 Capitol Ct, Ocoee, FL 34761 Pltone; 407-877-5578 Fax: 407-656-8026 Application is hereby matte 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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. QWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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 requireVients or rida Lien I_aw, 713. _.. 02/23/07 Signature of Owner/Agent Date Sif or tractor Datc Print Owncr/Agent's Name Signature of Notary -State or Florida i Date Owner/Agent is Pcrsonally Kno\%rt to ,Nle or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: (Initial & 1Date) 5pccial Conditions: Pete Schwab Print Contractor/Agent's Name o '- � Signature of Notary -State v(Fly icf + A. raccuLLocH - ' 1r k� lU� tmMISSION S DD 485633 EXPIHES: February 26, 2010 derided Tnru Notary Public Underwriters Cori true tor/Axnt is _X Pcrsonally Kno%�n to xle or Produced ID (Initial & Date) Guh ic,: (Initial & Datc) 71*Z' - I. IhoiLiafl&_Nate � q5.k 4 Tllw. QkW ► 1A5 \ QkW ► 1A5 \ r43 I i I � 3 , PER NFPA 25, 2002 EDITION SECTION 4.1.2 — THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY WATER M A S TER D METER #1 & e e BACKFLOW PREVENTER � �I �! ►' Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34761 P14 (407) 877-5589 FAX (407) 656-8026 Certificate of Au#wizatim Number 7523 ALL DOCUMENTS, INCLUDING ORIOINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES, T7ffHIOFm ESTIMATES AND DATA. INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT O . ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERSdNC. HYD ^ ' '• (WAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT. ANY REUSE. OR ADAPTATION OF THE INFO- RMATION CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS — — — — — — — — — — - WILL BE AT THE CLIENTS SOLE RISK. WITHOUT LIABIUTY, OR LEGAL EXPOSURE TO WAFS, AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN WAFS AND THE CLIENT, THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANYAND ALL CLAIMS, DAMAGES, LOSSES ANDEXPENSES.INCL- UDINO ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISWON5. IMPORTANT O"ER INFORMATION THIS DRAWING IS BASED ON THE OWNERS ACCEPTANCE OF THE LATEST EDITION OF NFPA #25 AS THE APPLICABLE STANDARD FOR THE NSPECTION,TESTING.AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYST//EMS. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET P EA94�CONTACT THE NEIS NOT FAMILIARAREVATHST OFFICE OF WAYNE AUTOM TC FIRE SPRINKLIER2, INC.THE OPERATION AND MAINTENANCE OF THIS M EXISTING 6" WATER MAIN (FIELD VERIFY LOCATION) OFFICE RMIT # 0+1' 13zg 10 5 0 15 30 SCALE 1"=30' FIRE PROTECTION SITE PLAN SCALE 1°=30'—On NO. DATE REVISIONS BY 1 2 3 4 WATER SUPPLY INFORMATION STATIC PRESSURE 68 PSI FIRE PUMP N/A RESIDUAL PRESSURE 63 PSI SIZE GPM 0 PS N/A PITOT READING 35 PSI TYPE OF DRIVER N/A FLOW IN G.P.Y. 1000 GPM ELECTRICAL REOS N/A DATE OF TEST 10/19/05 TIME OF TEST 1100 AM TEST TAKEN BY WAYNE AUTOMATIC FIRE M40FRS HYDRANT COEFFICIENT .90 HYDRANT LOCATION CN PEII OAK TRAIL NS10E Of 9TE. MIC NO REPORTED CASES OF MIC N AREA DESIGN CRITERIA SYSTEM / DESIGN AREA DENSITY DESIGN AREA S.F. PSI REQ'D 0 BSR GPM REQ'D 0 BSR SEE BUILDING PLANS PSI REQ'D 0 TEST GPM REQ'D 0 TEST AA SPRINKLER fN DESIGN AREA ELEVATION 0 HIGHEST SPKR DOMESTIC DEMAND �i PRINKLER1 3 SYAC:ING I SYMBOL MAVIUM I MINIMUM COMMENTS II SEE BUILDING PLANS 11 SPRINKLERSQUMflTY ®�0®m©M F� \"NAW�AY�N►EE Automatic Fire Sprinklers, Inch ORLANDO - JACKSONVI.LE - FORT MYEM POMPANO - TAMPA - CHARLOTTE, NC CORPORATE OFFICE - OR _ANW, FLOWA 222 CAPITOL COURT OCOEE, FL 34761 PHONE= (407) 656-M FAX (407) 656—M PRUCT: lSVLSI G 1SU OLJUMSZS LS LSZ![] E 2SV1SNNvlo[SU V IG vMrvM & M1S UN O&Hy©mn I�I�C�I3III®� CONTRACT NTH: D.M. 1EGM2019 (�I�ilfe®i�lID® 90t9�®tTT. G.o�1IITA�Ii� 11OULET"M�q gum 300 ©1Rff'(a7111V 1M0' ]?I stm7247, SYSTEM M I SITE PLAN DRAWN BY: BOBBY DEWAR CHECKED BY: L.J. SMITH P.E. TOTAL A/S: 1764 DATE: NOVEMBER 10, 2005 SCALE: AS NOTED AHd: CITY OF SANFORD CONTRACT # W C 0 5114 3 IFP I 0F 5 J , I � MATCHLINE FP-1 — ' MATCHLINE FP-2 6 7 6 8 69 �~ , , f \ \ r• ° Fire alder Riser ypica ° \ 2' Others eth ene lry Dt2 1 hera "�\k `41, 'N' 72 II Y v\ 4 73)74 ✓ i/,� \ /5 76,77 � ><r 7879 (yam( 0 1 (13 n-�-` ' ii14 136,137 Z� I _ I 7 j _ �... ,,; 4 , PIKIC f I 82,83 84 R7 U A K I� 3 I�i IIIIII RAIL I � � y 133,134 ►E 97,98 135 99 100 ,101 A ter,, a 2' CPVC , 4 1 103104 106 107,�105 130 131 108 , p� 132 I' I Fire Wrier Riser ypcal Q � C r c1 2' lad'vethyiene t� By Others I 127 128 I I�} 129 4--.42--,- o < 126 111 o 'v 8 � 8 fl f� 85.86�'�8 go g 4 ,95 91)92 96 93 \\ Fire WAer Riser 8-7 Typical _ " 11v a i `rf I �I' 5 .... -- - N 5 t 139,140 J I 14 2,,143 144 ; MATCHLINE MATCHLINE 145 146 112 113 0 1144 ell 147 17 air 148 149 :;; ; ,;,,;;;,, ✓ ,, ♦rwEo ■; / �,Y A NF OR 150 �✓ ■2/ �� A 2' Pd eth aie 2 r� / , i i i , / / / / ✓ r/ S By Others CPVC Fnsp i Typical 151 152 Y 153 WATER MASTER METER #3 & BACKFLOW PREVENTER 10 5 0 15 30 - ✓ ✓ ' I I ✓ / SCALE 1"=30' FIRE PROTECTION SITE PLAN . ............ SCALE 1'=309_09 PER NFPA 25, 2002 EDITION SECTION 4.1.2 — THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY 11 e e \I Sill to ",!L) Fire Protection Engineering, Inc. 222 CAPITOL COURT OOOEE, R 34761 P14 (407) 877-5589 FAX (407) 656- M Certificate d Aul =abon N xiw 7523 ILL DOCUMENTS. INCLUDING ORIGINAL DRAWINGS, SPEEJFlCA710N5, flF1O NOTES, :STIMATES AND DATA. INCLUDNO COMPUTER PROGRAMS PURSUANT TO THIS PROJECT \RE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINNLERS.INC. WAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED. NOR REPRESENTED R) BE SUITABLE FOR RE -USE BY THE CUENT, OR OTHERS, ON EXTENSION OF THIS 'ROJECT, OR FOR ANY OTHER PROJECT. ANY REUSE. OR ADAPTATION OF THE INFO- IMATION CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS MILL BE AT THE CUENTS SOLE RISK, WITHOUT UAMILITY, OR LEQAL EM`OSURE TO NAFS, AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED iN BETWEEN WAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD ESLL MATS HARMLESS FROM ANY AND ACLAIMS. DAMAGES, LOSSES AND 0WENSESANCL- TDIN0 ATTORNEYS FEES RESULTING FROM ANY SOM PERMISSIONS_ MPORTAAT OWNER INFORMATION THIS DRAWING 11 RA5FD ON THE OWNERS WCEPTANCE OF THE LATEST EDITION OF NFPA 025 AS THE APPEICASILE STANDARD 'OR THE NSPECTION.TESTINO.AN0 MAINTENANCE OF WATER RASED FIRE PROTECTION SYSTEMS. IF THE BUILDING OWNER MAS NOT RECEIVED A COPY OF THIS PAMPHLET wo/DR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM LEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRIWLERS,NC. NO. I DATE REVISIONS I BY WATER SUPPLY INFORMATION STATIC PRESSURE 68 PSI FIRE PUMP N/A RESIDUAL PRESSURE 63 PSI SIZE GPM 0 PSI N/A PITOT READING 35 PSI TYPE OF DRIVER N/A FLOW IN G.P.M. 1000 GPM ELECTRICAL REOS N/A DATE OF TEST 10/19/05 TIME OF TEST 8:00 AM TEST TAKEN BY WAYNE AUTOMATIC FIRE WINKI RS HYDRANT COEFFICIENT .90 HYDRANT LOCATION ON pK]I OAK TRAL NSK1E OF SITE, MIC NO REPORTED CASES OF WIC N AREA DESIGN CRITERIA SYSTEM / DESIGN AREA DENSITY DESIGN AREA S.F. PSI REQ'D 0 BSR CPM REQ'D 0 BSR SEE BUILDING PLANS PSI REO'D 0 TEST GPM REQ'D 0 TEST ## SPRINKLER fN DESIGN AREA FLEVATION 0 HIGHEST SPKR DOMESTIC DEMAND XIKINKLEj SYALINU SYMBOL MAXIMUM MINIMUM COMMENTS II SEE BUILDING PLANS II SPRINKLERSQUANTITY ■■SEE BUILDINGPLANS loom OMEN OMEN EMMIN TOTAL THIS SHEET WAYNE Automatic Fire Sprinklers, Inc,, OR-4W - JACKSONVLLE - FORT MYEW POMPANO - TAMPA - CHIN LOTTE, NC CORPORATE OFFICE - ORLAPDO, FLORDA 222 CAPITOL COURT OCOEEI FL 34761 MUE: (407) 656-3030 FAX (407) 656-✓9026 PROJECT: ((((�� jj��� ////�Ipp��1�\\ C�����!�/\/\J HLs2)�J�o��SLst, RII:.TC.]U O&KI omn ]FI 61RHED& OMTRACT NTH: 0.1a. I10MUCIA 01B1l MID 5350 2. a. Ln 1ROUMM cum Soo 01RI&H1ID0a irl axon SYS,oM # SITE PLAN DRAWN BY: BOBBY DE11AR CHECKED BY: L.J. SMITH P.E. TOTAL A/S: 1764 DATE: NOVEMBER 10, 2005 SCALE: AS NOTED and: CITY OF SANFORD CONTRACT / W C 0 5 1 1 4 3 FP 2 OF 5 I THREE (3) 6'x12 VOLT DC BELL W/ N ___ 1,IEATHERPROOF BACKING { ---- - __ -._.__ ..------._ _ BOXXVIRED BY OTHERS) TIE IN OF SPRINKLER SYSTEM TO ALARM SYSTEM BY OTHERS Ii I 2 x2 xI CPVC TAPPED TEE 1 _ _ ..__ Wy �FX%F HYDRAULIC DATA PLATE GALV. BUSHING AND 300 PSI WATER GAUGE MOUNT AT RISER j I Rol ? I SPARE SPRINKLERS <T LOCATED AT CLUBHOUSE ! ' 2'x2'xl' CPVC REDUCING TEE - i W/ POTTER GLUE IN FLOW SWITCH 1' BALL VALVE CKSWING CHVALVE 1' Ix FEMALE ADAPTER 0-2 GALVANIZED NIPPLE o' ' 1l�' RESIDENTIAL SINGLE FDC : 1, W/ 1) ' PLUG AND CHAIN W/ I BSR _1 LETTERED SIGN e ! (III i i OUT WALL W/ 1' CPVC 45' W/ lxY ADPT W/ SAWN SPRINKLER WITH THE SMALLEST ORIFICE IN 18' Min, THE SYSTEM 48' Max, �, v 3' PVC SLEEVE PIPE ROTATED FOR CLARITY 9 UG1 TYPICAL RISER DETAIL FOR SINGLE BACKFLOW SERVICING ONE BUILDING NO SCALE THREE (3) 6'42 VOLT DC BELL W/ WEATHERPROOF BACKING BOX,(WIRED BY OTHERS) TIE IN OF SPRINKLER SYSTEM' TO ALARM SYSTEM BY OTHERS( n TSR U [u Cam_) HYDRAULIC DATA PLATE MOUNT AT RISER B SPARE SPRINKLERS I a l LOCATED AT CLUBHOUSE I �, I IV SWING CHECK VALVE IV RESIDENTIAL SINGLE FDC r W/ W PLUG AND CHAIN W/ I. LETTERED SIGN 18' Min, 48' Max. PIPE ROTATED FOR CLARITY ADP U U ?'xis' CPVC TAPPED TEE W/ �%' V, BUSHING AND 300 PSI WATER GAUGE t-I I> I I i 2'x2'xl' CPVC REDUCING TEE W/ POTTER GLUE IN FLOW SWITCH 2' RUBBER FACED CHECK VALVE r ALL VALVE 1' Ix 0 2 GALVANIZED (NIPPLE ��1' CPVC FEMALE ADAPTER - f" 2' MILWAUKEE GRVD, BUTTERBALL VALVE - W/ TAMPER SWITCHES 2�x2'x!' CPVC TAPPED TEE W/ i'Xi' GALV, BUSHING AND 300 PSI WATER GAUGE A= — OUT WALL W/ 1' CPVC 45' W/ 14 ADPT W/ SAWN SPRINKLER WITH THE SMALLEST ORIFICE IN THE SYSTEM --3' PVC SLEEVE uG1 TYPICAL RISER DETAIL FOR SINGLE BACKFLOW SERVICING TWO BUILDINGS NO SCALE UNDERGROUND GENERAL (VOTES ALL PIPE AND FITTINGS TO BE INSPECTED PRIOR TO COVERING ALL PIPE AND F 7lNGS TO BE IN ACCORDANCE WITH NFPA 13R 2002 1d. ALL PIPE AND FITTINGS TO BE TESTED AT 200 PSI FOR 2 HOURS PIPE TO BE FLUSHED BEFORE CONNECTING TO SPRINKLERS SPRINKLER SYSTEM POINT OF SERVICE IS AT THE 2' TEE. ALL CPVC UNDERGROUND TO BE BURIED IN ACCORDANCE WITH ITS LISTING (12" BELOW FROST LINE1 WIRING AND MONITORING OF DEVICES IS BY OTHERS. FDC'S TO BE LOCATED SO AS TO FACE THE ROAD. ALL SPRINKLER UNDERGROUND FROM THE POINT OF SERVICE ON TO BE INSTALLED BY A STATE OF FLORIDA LICENSED SPRINKLER UNDG. CONTRACTOR SEE CIVIL DRAWINGS AS PREPARED BY OTHERS FOR DETAILS OF THE SITE WATER DISTRIBUTION SYSTEM PRIOR TO WAYNE'S STARTING POINT SCALE 1"=30' FIRE PROTECTION SITE PLAN SCALE 1"-30'-0`" 2' AMES MODEL 2000B DOUBLE CHECK BACKFLOW ASSEMBLY W/ (2) 2' MILWAULKEE BUTTERBALL mrm I]E1RBL r FyALV 0 3 FI FiLV CXV Fp1. a.hp INUaE E+o-1 FsLr w4ww 3 pY ,d , GLup L RW CNN Iv ALL CPVC UNDERGROUND TO BE BURIED AT LEAST 12' BELOW FROST LINE PER 'CENTRAL'S' PIPE LISTING IF HEEDED RN CPVC i FROM 1ORHECfID1 /r r TO ri8TFM -SEE SRE E'x0-4 T-T GALV V/ 2' CPVC FRB( APPLY - SCE SITE PLANFOR CONTINUATION FEMALE FEMALE ADAPTER PLNI FOR CBITBEYATEN BACKFLOW PREVENTION DETAIL BD V�IeWED N RSRN f OV0 Sj.T.j o PER NFPA 25, 2002 EDITION SECTION 4.1.2 - THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY UA A ! ►I n! &-nail Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34761 PFk (407) 877-5589 FAX- (407) 656-8026 Cetficate of Authorization Nirkw 7523 ®7E ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES, ESTIMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS.INC. (WAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED. NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENT. OR OTHERS. ON EXTENSION OF THIS PROJECT. OR FOR ANY OTHER PROJECT, ANY REUSE. OR ADAPTATION OF THE INFO- RMATION CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS WALL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY. OR LEGAL EXPOSURE TO WAFS, AND MALL ENTITE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN WAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS. DAMAGES, LOSSES AND EXPEIISES,INCL- UDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. IMPORTANT OWNER ENTORMATION THIS DRAWING IS BASED ON THE OWNERS ACCEPTANCE OF THE LATEST MTION OF NFPA #25 AS THE APPLICABLE STANDARD FOR THE N5PECTION,TESTING,AND MAINTENANCE OF WATER BASED FIRE PROTECTION PY OF THIS PAMPHLET 40 19 HOT FAMILIAR THE EAV TNG 14EST THE OFFICE ION ANER HAS NOT DAUTOMATICAINED A TEN FIRE Of THIS SYSTEM NO. DATE REVISIONS BY 1 2 '3 '4 WATER SUPPLY INFORMATION STATIC PRESSURE 68 PSI FIRE PUMP N/A RESIDUAL PRESSURE 63 PSI SIZE GPM 0 PSI N/A PITOT READING 35 PSI TYPE OF DRIVER N/A FLOW IN G.P.M. 1000 (PM ELECTRICAL REOS N/A DATE OF TEST 10/19/05 TIME OF TEST 8 00 AM TEST TAKEN BY WAYNE AUTOMATIC FIRE SPRIiM HYDRANT COEFFICIENT .90 HYDRANT LOCATION ON PIEN OAK TRAL INSIDE OF $TIE. MIC NO REPORTED CASES OF MIC IN AREA. DESIGN CRITERIA SYSTEM ,I DESIGN AREA DENSITY DESIGN AREA S.F. PSI REQ'D 0 BSR GPM REQ'D 0 BSR SEE BUILDING PLANS PSI REQ'D 0 TEST GPM REQ'D 0 TEST SPRINKLER IN SIGN AREA ELEVATION 0 HIGHEST SPKR DOMESTIC DEMAND I SPRINKLERS SPACING 11 SYMBOL I MAXIMUM I MINIMUM I COMMENTS II SEE BUILDING PLANS 11 SPRINKLERS .■ 1IN , EMMMMENE ITOTAL THIS SHEET \"&rr'W�AY�NEE Automatic Fire Sprinklers, Inc,, OFLANDO - JACKSONVLLE - FORT MYERS POMPANO - TAMPA - CHARLOTTE, NC CORPORATE OFFICE - ORLANDO, FLORDA 222 CAPITOL. COURT OC)EE, FL 34761 PHONE: (407) 656-3030 FAX. (407) 656-M PRQECT_ NMHOM RIM CONTRACT aft 0-L I>iIOM'20I9 (�I IIaf1i�ID® 5660)B®}u�l"Aw Gurn 600 T�7C/o�c{�o�yl}iAS�ia �D1�Ldl1111N LJ/�p ICmlld axam SYSTEM : DETAILS AND RISER DRAWN BY: BOBBY DEWAR CHECKED BY: L.J. SMITH P.E. TOTAL A/S: 1764 DATE: NOVEMBER 10, 2005 SCALE: AS NOTED AHJ: CITY OF SANFORD CONTRACT / W C 0 5114 3 FP3 00 5