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Home My WebLink About2443 Washington CtCITX OF 'S NVO13I? rEI(tvAI'F APPLICATION J Date: �_ % % /,.; De,scri}kaoa of Work: _�' � C� �� -� �� -_177'11Q(� iii'stUriC District: �_ Zoning: v attle, of Woi"k: a awww�.:m+ea�c��axc�uacwrmawuwa wwna�x�.nunx»>� zmra,cawsw;rwsuassv::orrmaw;'.o=nar�trawaawxar✓ymrwwxcv � . ; -asutn�-w Feewit. Type: Buildtag Electrical _ Mechanical Plumbing hire Sprink-1er/'Alarnt —_..Pool Eiecvic:ai: New Service - # of AMPSt tdaition/El lieratiou Charade of Service. Tempwaly 'ole CvT.+ s r :xicati: l esidential Non -Residential Replacernent New (Duct Layout & Energy Calc. Required) Pluzubing/ Neon Coanaiercial: # of Fixtures # of Water & Sewer Lincs # of {las Lines Flunabzug/New Residential: # of Water Closets _ i'luntiaiirg repair—1esidential or Cormnercial Occupancy Type: Residential Commercial Industrial �� Total Square Footage: _ iotrstr union Type: _ # 017 Stories: It of Dwelling Units: Mood Zoiw: (FEMA form required for o0kee Man X) t'ar el'ii: 0--300= �Q.� (Attach Proof of Ownership & Legal Dcscriptiou) OSvaa�*rs i'aamc ': dress: �,��1..� Phone: Z102. 330 109! Corairactor'Naiase 6 Address: Alp (`= NnITII�ININ(^,i_- LG ..,. ..-. - 915 W. 2Np ST, `hate License Number:.... c/4 Ca 3 Phone I ra s •w; aen� An71 i Address: -- Mortgage Lender: — — Arehircctll.uginezr: __ I'llone: �— -- —..... Fax: Application is hereby made to obtain a. perrnit to do tine work and installations as indicated. I certify that no work or installation has commenced prior to the issuanca of a permit and that all work will be performed to meet standards of all laws regulating construction irk this jurisdiction. I understand that a separ=ate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIT'- CONDITIONERS, etc. OWNEWS AFFIDAVIT: I certify that ail of the foregoing information is accurate and that all work will be done in compliance with all appticablo 1 tVos rol r{latiug con; truction arta zoning. WARNING TO OWNER: YOUR .FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUI'. FIN Y+)U,k Ph.1' li 7i,' TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN F(NANCING, CONSUL"C WITH YOUR LENDER AN A' TORNE;Y,BEFORE RECORDING YOUR NO'T'ICE OF COM&IENCF,MEN'I'. NOI ICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may ba found in the public ri.++rtAis of this county,' and there, may be additional permits required required from other governmental entities such as water managernettt districts, state agencies, o; 1„ oral Ile ncics. teceptmxe of permit is verification that I v,'i!i notify the owner of the property of the reduirernents of Florida Lien Law, FS 71 Si+ aturc of Owncr/Agent Datc Signature of Contractor/Alggeent) Date Print OwnedAgertt's Na ne Print Contry�,r�acnt's ^h rrc A n ; k Si,nature of Nota:; '��r?r. of Fioti;.a Owner/Agent is Per onz!1 ao.vn Produasd I r1PPLW,+i11'I0N APPROVED BY: Bid 1 Initis) d. Data Special Conditions: Date k hey C P11fr 3Kh 1,1100 24?8t0 s# FiEFovelnnzf 12, i00� 'v 5t her TIN }l �!MM to Meor Produc Zorthlo: _ Utilities: (Initial & Daw) _ FD: (initial & Date) (initial & Date) 4'C-900 F�F i TYPICAL HANGER 01 NO SCALE 1 -- All Throad Rod 1 -- Ring 1 -- Top Beam Clamp HYDRAULIC This building is protected by a Hydraulically Designed ! j Automatic Sprinkler System, Location DESIGN AREA #1 z. DINING AREA No. of Sprinklers Basis of Design _ �- 1, DENSITY ! 0,10 GPM/SQA FT q 2, DESIGNED AREA OF DISCHARGE 9 SR,FT, i 1_,.-�..-..-.. .-. System Demand L GPM DISCHARGE 208,20 GPMi 2. RESIDUAL PRESSURE AT THE 47.522 PSIS BASE OF THE RISER �T RESIDUAL PRESSURE IS AT BASE OF RISER UNDERGROUND STUB IN (NODE BSR) I HYDRAULIC This building is protected by a Hydraulically Designed Automatic Sprinkler System, LocQtlon {DESIGN AREA #2! KITCHEN AREA !1 No, of Sprinklers I2 Basis of Design i 1. DENSITY i O.ISGPM/SQ. FT. 2. DESIGNED AREA OF DISCHARGE[_900+ SQ,ET, System Demand I 1. QPM DISCHARGE 249,07 GPM 2. RESIDUAL PRESSURE AT THE 28.809 PSI jj BASE OF THE RISER -------N 1 M RESIDUAL PRESSURE IS AT BASE OF RISER UNDERGROUND STUB—IN (NODE BSR) F SPRINKLERS ESC: NO. I DATE IDEL-SYN# TYPE t NONE 0 03/29/06 F1FR(R3625) SSU BRASS F�F i TYPICAL HANGER 01 NO SCALE 1 -- All Throad Rod 1 -- Ring 1 -- Top Beam Clamp HYDRAULIC This building is protected by a Hydraulically Designed ! j Automatic Sprinkler System, Location DESIGN AREA #1 z. DINING AREA No. of Sprinklers Basis of Design _ �- 1, DENSITY ! 0,10 GPM/SQA FT q 2, DESIGNED AREA OF DISCHARGE 9 SR,FT, i 1_,.-�..-..-.. .-. System Demand L GPM DISCHARGE 208,20 GPMi 2. RESIDUAL PRESSURE AT THE 47.522 PSIS BASE OF THE RISER �T RESIDUAL PRESSURE IS AT BASE OF RISER UNDERGROUND STUB IN (NODE BSR) I HYDRAULIC This building is protected by a Hydraulically Designed Automatic Sprinkler System, LocQtlon {DESIGN AREA #2! KITCHEN AREA !1 No, of Sprinklers I2 Basis of Design i 1. DENSITY i O.ISGPM/SQ. FT. 2. DESIGNED AREA OF DISCHARGE[_900+ SQ,ET, System Demand I 1. QPM DISCHARGE 249,07 GPM 2. RESIDUAL PRESSURE AT THE 28.809 PSI jj BASE OF THE RISER -------N 1 M RESIDUAL PRESSURE IS AT BASE OF RISER UNDERGROUND STUB—IN (NODE BSR) F SPRINKLERS ESC: NO. I DATE IDEL-SYN# TYPE FINISH NONE 0 03/29/06 F1FR(R3625) SSU BRASS SSU 03/29/06 'FIFR(R3615) SSP CHROME REC. F3QR(R5714) SSP CHROME 1211DRY 4' VIC RISER #747 �L COMM MANIFOLD G -G (i,,2 w/ FLOW SWITCH, F.". TEST & DRAIN - 4' VIC BFY VA TAMPER SWITCH Cu FIN FLR �I Cox ,� �`O/ REVIEWED Sanford e Prev Div. Date; Y;,, i GENERAL NOTES 1: ALL DESIGN, INSTALLATION AND MATERIALS, INCLUDING PIPE, FITTINGS, SPRINKLER HEADS, VALVES, AND HANGERS TO BE IN ACCORDANCE WITH NFPA 413 2002 EDITION AND CITY OF SANFORD. 2: DESIGN CRITERIA: NFPA-13 LIGHT HAZARD -RESTAURANT SIMILAR TO OFFICE SPACE SHALL BE PROTECTED THROUGHOUT BY A WET PIPE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH NFPA #13 2002 EDITION: --------------- --- -- 3: KITCHEN OR STORAGE AREAS ARE DESIGNED TO PROVIDE A _I 15 GPM/900 SQ: FT, FOR ALL WITH MAX; SPACING AT 130, SQ. FT, DINING I AREAS ARE HYDRAULICALLY DESIGNED TO PROVIDE :10/900 sq:ft: UTILIZING RECESSED WHITE 1/2" 5,6 QR SPRINKLERS IN ACCORDANCE WITH i NFPA 13, FOR LIGHT HAZARD OCCUPANCY MAX: SPACING NT TO EXCEED 225 sq,f t, 4, ALL TESTING TO BE IN ACCORDANCE WITH NFPA #13 2002 EDITION: SCOPE OF WORK j 1: POWELL FIRE SPRINKLERS INC., TO INSTALL 1 COMPLETE WET PIPE SPRINKLER SYSTEM. THE SYSTEM TO INCLUDE ALL PIPING, VALVES, HANGERS, SUPERVISORY SWITCHES, FOR A COMPLETE WET PIPE SPRINKLER SYSTEM TO COMPLY WITH NFPA-13 2002 ED: AND CITY OF SANFORD, 6' ELEC, BELL 2. POWELL FIRE SPRINKLERS INC TO INSTALL ONE AMES 2000SS BACKFLOW w/ WEATHER PROOF BOX INSTALL PER ELEC, DWG, PREVENTER w/ 4x2YYWY2 FDC ON THE SYSTEM SIDE OF THE CONTROL VA,, WORK TO INCLUDE ALL SYSTEM COMPONENTS FOR A COMPLETE SYSTEM: POWELL FIRE SPRINKLERS INC TO INSTALL, APPROXI 315'-0± OF C900 DR -14 TO SUPPLY THE NEW BUILDING. STOCKLISTING NOTES: 1: ALL PIPE DIMENSIONS ARE CUT DIMENSIONS 2: ALL PIPING IV -4" TO BE SCH-10 BLK f ALL PIPING 1"-1Y4" TO BE SCH-40 BLK 3, ALL GROOVED FITTINGS IV -3" TO BE VICTAULIC. 4: NST ALL PIPING LESS THAN 2'-0 AS NIPPLES UNDERGROUND GENERAL NOTES I : ALL MATERIAL AND INSTALLATION TO BE NFPA 424 2002 ED, AND CITY OF AlTAMONTE: .w_v,.."...._.._ 2. ALL JOINTS TO BE RESTRAINED IN ACCORDANCE WITH NFPA 24, 2002 ED:, -_— — -- -- - --- f w a gv AND CITY OF SANFORD, 3. ALL PIPING TO HAVE A 36" MINIMUM DEPTH HF BURY FROM TOP OF PIPE. ''FROM SUPPLY 4. ALL PIPING TO BE HYDROSTATICALLY TESTED AND FLUSHED IN ACCORDANCE 4' AMES RISER 4' c -goo DR-14\WITHNFPA 424 2002 ED: AND CITY OF SANFHRD: "(BY POWELL) 5: ALL STEEL ACCESSORIES TO BE WRAPPED AND COATED IN ACCORDANCE WITH NFPA #24 2002 ED: AND CITY OF SANFORD, RISER SECTION, SCALE, 1/2'=1'-0' I_ __.-------- REVISI❑N DESCRIPTION BY - PROJECT NAME Inspections _ Installation BUILDING PERMIT PWR Design PFss Service BIG BUY RESTAURANT STOCKLISTING PWR RINEHART ROAD SANFORD, FLORIDA 32771 DRAWN BY! PWR DATE: 03/29/06 POWELL FIRE SPRINKLER SYSTEMS, IC SPRKS: ❑N JOB: SCALE! I/8" -I'-0" 216 N. KENT AVE APPROVALS: LOCAL AUTHORITIES ORLANDO, FLORIDA 32805 CONTRACT NQ: SHEET NO, 1 ❑F I PH:407-872--7793 Lic. #82103400011990 FAX:407-872-7984 y . ' TO SYSTEM 9'-8 l 9-0 o� ~� Main R2 4' VIC RISER #747 �L COMM MANIFOLD G -G (i,,2 w/ FLOW SWITCH, F.". TEST & DRAIN - 4' VIC BFY VA TAMPER SWITCH Main R1 ow 0_ja Cu FIN FLR �I Cox ,� �`O/ REVIEWED Sanford e Prev Div. Date; Y;,, i GENERAL NOTES 1: ALL DESIGN, INSTALLATION AND MATERIALS, INCLUDING PIPE, FITTINGS, SPRINKLER HEADS, VALVES, AND HANGERS TO BE IN ACCORDANCE WITH NFPA 413 2002 EDITION AND CITY OF SANFORD. 2: DESIGN CRITERIA: NFPA-13 LIGHT HAZARD -RESTAURANT SIMILAR TO OFFICE SPACE SHALL BE PROTECTED THROUGHOUT BY A WET PIPE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH NFPA #13 2002 EDITION: --------------- --- -- 3: KITCHEN OR STORAGE AREAS ARE DESIGNED TO PROVIDE A _I 15 GPM/900 SQ: FT, FOR ALL WITH MAX; SPACING AT 130, SQ. FT, DINING I AREAS ARE HYDRAULICALLY DESIGNED TO PROVIDE :10/900 sq:ft: UTILIZING RECESSED WHITE 1/2" 5,6 QR SPRINKLERS IN ACCORDANCE WITH i NFPA 13, FOR LIGHT HAZARD OCCUPANCY MAX: SPACING NT TO EXCEED 225 sq,f t, 4, ALL TESTING TO BE IN ACCORDANCE WITH NFPA #13 2002 EDITION: SCOPE OF WORK j 1: POWELL FIRE SPRINKLERS INC., TO INSTALL 1 COMPLETE WET PIPE SPRINKLER SYSTEM. THE SYSTEM TO INCLUDE ALL PIPING, VALVES, HANGERS, SUPERVISORY SWITCHES, FOR A COMPLETE WET PIPE SPRINKLER SYSTEM TO COMPLY WITH NFPA-13 2002 ED: AND CITY OF SANFORD, 6' ELEC, BELL 2. POWELL FIRE SPRINKLERS INC TO INSTALL ONE AMES 2000SS BACKFLOW w/ WEATHER PROOF BOX INSTALL PER ELEC, DWG, PREVENTER w/ 4x2YYWY2 FDC ON THE SYSTEM SIDE OF THE CONTROL VA,, WORK TO INCLUDE ALL SYSTEM COMPONENTS FOR A COMPLETE SYSTEM: POWELL FIRE SPRINKLERS INC TO INSTALL, APPROXI 315'-0± OF C900 DR -14 TO SUPPLY THE NEW BUILDING. STOCKLISTING NOTES: 1: ALL PIPE DIMENSIONS ARE CUT DIMENSIONS 2: ALL PIPING IV -4" TO BE SCH-10 BLK f ALL PIPING 1"-1Y4" TO BE SCH-40 BLK 3, ALL GROOVED FITTINGS IV -3" TO BE VICTAULIC. 4: NST ALL PIPING LESS THAN 2'-0 AS NIPPLES UNDERGROUND GENERAL NOTES I : ALL MATERIAL AND INSTALLATION TO BE NFPA 424 2002 ED, AND CITY OF AlTAMONTE: .w_v,.."...._.._ 2. ALL JOINTS TO BE RESTRAINED IN ACCORDANCE WITH NFPA 24, 2002 ED:, -_— — -- -- - --- f w a gv AND CITY OF SANFORD, 3. ALL PIPING TO HAVE A 36" MINIMUM DEPTH HF BURY FROM TOP OF PIPE. ''FROM SUPPLY 4. ALL PIPING TO BE HYDROSTATICALLY TESTED AND FLUSHED IN ACCORDANCE 4' AMES RISER 4' c -goo DR-14\WITHNFPA 424 2002 ED: AND CITY OF SANFHRD: "(BY POWELL) 5: ALL STEEL ACCESSORIES TO BE WRAPPED AND COATED IN ACCORDANCE WITH NFPA #24 2002 ED: AND CITY OF SANFORD, RISER SECTION, SCALE, 1/2'=1'-0' I_ __.-------- REVISI❑N DESCRIPTION BY - PROJECT NAME Inspections _ Installation BUILDING PERMIT PWR Design PFss Service BIG BUY RESTAURANT STOCKLISTING PWR RINEHART ROAD SANFORD, FLORIDA 32771 DRAWN BY! PWR DATE: 03/29/06 POWELL FIRE SPRINKLER SYSTEMS, IC SPRKS: ❑N JOB: SCALE! I/8" -I'-0" 216 N. KENT AVE APPROVALS: LOCAL AUTHORITIES ORLANDO, FLORIDA 32805 CONTRACT NQ: SHEET NO, 1 ❑F I PH:407-872--7793 Lic. #82103400011990 FAX:407-872-7984 y . '