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Home My WebLink About2895 Orlando Dr 92-1224- INTERIOR REMODEL2R95 alrindo 1JrJz, ZONE l i DATEW CONTRACT( ADDRESS PHONE # LOCATION OWNER ADDRESS PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # a f ELECTRICAL CONTRACTOR S lA JM !' I e -& i G ADDRESS PHONE # q)-, ia99 MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS ARCHITECTURAL APPROVAL DATE: SUBDIVISION: 1 PERMIT # q D - ' JOB 1ple- a Qp 1 hW COST $ / FEE $ - L STATE NO. A'11Q' FEE $ FEE $t I J I,,/ V FEE $S1) LOT NO. BLOCK: SECTION: SQUARE FEET: (000 MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # DATE: EPI: FINAL DATE CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT NUMBER I jq DATE 7 y 1 PERMIT ADDRESS 2 C) -I>Q 2 : fZ7lL)j f ::;L Total Contract Price of Job: 0G7(7, Total Sq. Ft. z)0o Describe Work: /VT7Z— (}2 ai7 Type of Construction: L4),)o"7%/7Zy Lam?A!.L Flood Prone: (YES) NO) Change of Use From: IF _ Change of Use To: Number of Stories: 1 Number of Dwellings: Zoning: Occupancy: Residential Commercial X Industrial LEGAL DESCRIPTION: (please attach printout from Seminole County) TAX I. D. NUMBER: OWNER _ ADDRESS CITY STATE 2zp PHONE NUMBER: ZIP CONTRACTOR (- jl%C 11 Tl"1VIU j7HONE NUMBER: ADDRESS CITY STATE Z.IP LICENSE NO. ARCHITECT Iy / a 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. 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. 7 SIGNATURE OF CONTRACTOR/T",MAj6 j`7" SIGN A URE OF OWNER DATE DATE APPLICATION APPROVED BY: DATE: FEES: Building _ Radon Police Fire Open Space Road Impact Application Other PERMIT VALIDATION: CHECK t-r CASH DATE l BY THIS APPLICATION USED FOR WORK VALUED UNDER $2500.00. ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (COUNTY ADMIN.) rD O 3 n Ora C V. J r v rD N C r R Go 3rDa n -1. ' n rD no p Front rD c o- o 3 T rD flI N f2- 1 0 0riffias czl AC Showroom r61Yatm&e n o fl'{? G 1 Am 0 oo0 CD0 No C7- 2895 Orlando 0 rive Sanfordq Florida 0 0 KA 01- 1 vv N fir-T *; D-bs" /A) INV Iff L- 0 AC_(, J4 0 I SANFORD FIRE DEPARTMENT 1303 FRENCH AVENUE SANFORQ, FJORPA, 32771, acct 01-20-30-512-0O00-0118-0-9 CURRENT 92 date 07/08/92 PI-3 name SPACEPORT USA INC jval land 83,640 add! P O BOX 1618 agrc 0 , add2 activity extr feat 1,900 } csz MAITLAND FL 32751 bldg 153 950 pad 2895 FRENCH AVE S income 0 total val 239,490 ' td dor flg exrcpt exemptions ex -amount yr % acre/ff tax -due e&i S1 17 00 000000 - - - 0 00 5,513.04 0000, d^ s . i -valpror 239 490 , i note CRAFT SHOP legal PT OF LOTS 11 TO 13 DEGC AS SES689.73 FT 832 DEG 6 MIN W & 324.5 FT E OF NW COR LOT 8 RUN N 206.29 FT E 203.07 FT S 206.81 FT W202.36 FT TO BEG AMENDED PLAT DRUID PARK PB 7 PG 5 sales data SU WD 12/86 01804 0403 530,000 I SQ WD 06/84 01556 1313 45,000 V land 34 10 09/87 land-------------------------------------------------- bldg 37 08/02/85 PRESS: SPACE to continue 'HELP' to go to OPTIONS MENU CITY OF SANFORD, FLORIDA C, PERMIT NO. 5 — O DATE / g 2— THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME A LA 6 A'AA l de- CC.-bl"p_ Coy ADDRESS OF JOB $IS- OL",Jo Or;,eFL. MECHANICAL CONTR. Sc— V', - e c. k01r _VX i y (0RESIDENTIAL_ _ COMMERCIAI Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK i,. c . r C c n U_ t)Erx Number i AMOUNT FUEL MOTOR H. P. B.T. 0 INPUT —OUTPUT VALUATION (0 0 APPLICATION FEE N=XYh[ lXl%K 91*XV(XHXX$=X TOTAL 1.1 1: Ir Maser Mechanical COMPETENCY CARD NO. CITY OF SANF`0RD 7/20/92 BUILDING PERMITS 300 N. PARK AVENUE INSPECTIONS SANFORD, FL 32771 ----------------------- ELECTRIC PERMIT APPLICATION 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PERMIT #: 92-00001285 000 000 ELAA. PHONE (407) 330-5659 TYPE: ELECTRIC PERMIT-ALTER/ADD/FIX PARCEL #: 01.20.30.512-0000-011B LOCATION: 2895 ORLANDO DR OWNER: AUTOMATIC CABLE CORP ISSUED DATE: 7/20/92 ADDRESS: 1.35 MINGO TR VOID DATE: 1/17/93 LONGWOOD, FL LONGWOOD FL 32750' PHONE: 407 830-6179 CONTRACTOR:SOUTHERN ELECTRIC ADDRESS: P 0 BOX 574473 FEES PAID 20.00 10.00 30.00 RECEIPT #: APPROVED BY: — SIGNATURE: ' FAILURE TO COMPLY WITH MECHANIC'S LIEN LAW CAN RESULT I HE PROPERTY OWN -PAYed TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. CITY OF SANF`ORD 7/20/92 BUILDING PERMITS 300 N_ PARK AVENUE INSPECTIONS SANFORD, FL 32771----------------------- MECHANICAL PERMIT APPLICATION 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PERMIT`'#: 92-00001284 000 000 MCHC PHONE (407) 330-5859 TYPE'" MECHANICAL PERMIT —COMMERCIAL, PARCEL"".#: 01.20.30.512-0000-011B LOCATION: 2895 ORLANDO DR OWNER: 'AUTOMATIC CABLE CORP ISSUED DATE: 7/20/92 ADDRESS: 135 MINGO TR VOID DATE: 1/17/93 LONGWOOD, FL LONGWOOD FL 32750 PHONE: 407 830-5179 CONTRACTOR:SUN RISE HEAT ING,,:&,ATR COND ADDRESS: 359 LAKE ROAD' LAKE MARY FL. ;3274f PHONE: 407—'324-0682,:., CERTIFICATION #: FEE TYPES FEES CHARGED DATE FEES PAID MECHANICAL PERMIT, .COMMERCIAL aPERMIT F 120;00 7/20/92, 20.00 APPLICATION FEE-MEC14ANIC10.00 7/20/92_. 10.00 TOTAL FEES:,, 30.00 30.00 RECEIPT #: c. APPROVED BY: SIGNATURE: FAILURE TO COMPLY WITH ECHANIC-S L LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. ELECTR2 CAL A TD EU2 LD=NG Sul i ni/r c s I'LooR PLA1 T CITY OF SANFORD NAME: /r G DATE - o _ /z ADDRESS: a2 wd o Yp A- u Lc: toc-: F D r rA', V. (-° U.H.,Drt siv2- r G f k- V v CITY OF SANFORD, FLORIDA PERMIT NO. ' ` DATE 7 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAME i ADDRESS OF JOB Q ELEC. CONTR _Cn, 4 LC,1' -2 ' Residential -Non-residential X Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alteration Addition Repair W1 Chanee of Service Residential I Commercial Mobile Home Factory Built Housing New Residential 0-100 Amp_Service 101-200 Amp Service 201 Amp and above New Commercial p ervice Application Fee YJ I, I TOTAL II By signing this application I am stating I will be in compliance with the NEC including Article 110, Section 110-9 and 110-10. Building Official Master Elec c' n STATE COMPETENCY NO. Certificate Of Occu ai Owner: Sergio's Address: 2895 S Orlando Ave. Date: 1/13/99 Reason for Disapproval: none Conditional Agreement: Install handicap fine sign ($250 fine City Ord 3211) at H/C stalls. a Correct handicap symbol striping. Also diagonal striping shall be completed next to HC stall per detail. a Install 30" High intensity stop, sign and 24" stop bar o Strip parking lot spaces per LDR. a complete sodding and landscape a Install concrete flume from parking lot to retention pond. a Install concrete weir for outfall of retention pond. a Complete general site cleanup. Above items are required to be complete by January 31, 1999. F:\SHA—ENG\Engr-Files\CertOucp\2895.orlando.CO ERTIFI(;aTF QF Q=PANCY ADDENDUM OWNER: SF 2G i`o `S ADDRESS: 2 8 DATE:_- REASON FOR DISAPPROVAL: CONDITIONAL AGRQEEMENT: - 1 .$fj-c!'(FC w FRSy i•-7i N F_q s `7o QF j S79Cc..O o v T/tLt WF}'7.P S'C' t L-v t CFR7lcfca 7rS7 lex-S11-7S Olt 71,'C B/C;JCtc , 46vicss o--",. 7/tF f7`'oSE Ms FIRE DEPARTMENT UTILITIES TUQLIC WORKS ENGINEERING 1 tc'o/ /-/Z -5,9 n 1}1rt het dr! tPFkl parr CERTIFCATE OF OCCUPANCY ' REQUEST FOR FINAL INSPECTION DATE of c.o.: ADDRESS: D19- _S_ L- CONTRACTOR: CHECK BELOW THE TYPE F 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: ` Pd lbjl l.6q 1 C UTILITIES/CROSS CONNECTION: SD -Q XA© t 1 ZONING : I nY1 2n ,9 e ms! D . Q LI( L105 1yl'sa` n CERTIFCATE OF OCCUPANCY ' REQUEST FOR FINAL INSPECTION DATE OF C.O.: 1 - I l-<--i -7 ADDRESS: CONTRACTOR: 5 r' 1,o 3 CHECK BELOW THE Ty" 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 Ill appreciated.. Thank you. ENGINEERING: a //XV q FIRE DEPARTMENT: PUBLIC WORKS: UTILITIES/CROSS CONNECTION: ZONING Op CERTIFCATE OF.00CUPANCY REOUEST FOR FINAL INSPECTION DATE OF C.O.: ADDRESS:Q 2 CONTRACTOR: 1 tt? CHECK BELOW THE v F C.O. Commercial interior Remodel: Commercial Addition/Alterations: New Commercial: New Industrial: ti'ew Single Family Residence: ti'etiti Multiple Family Residence: Nev, .Apartments:__ New Hotel: 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. Eti'GINEERING: _ FIRE DEPAPTMEN'T: UTILITIES/CROSS CONNECTION: ---- ZONING : Di j 4 01 wyo' a CITY OF SANFORD FIRE DEPARTMENT I FEES FOR SERVICES PHONE #: 407-302-1091 i DATE: I PERMIT #: U OC I at BUSINESS NAME: S ADDRESS: PHONE NUMBER: ( ) PLANS REVIEW a i TENT PERMIT BURN PERMIT REINSPECTION I TANK PERMIT IRE SYSTEM I AMOUNT i 1 COMMENTS: a t k 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 I( true and correct and th will comply with all applicable c es d ordinances of the City o San ord lorida. Sanford Fire Prevention Applicants Signature CITY OF SANFORD FIRE DEPARTMENT 1303 South French Avenue Sanford, Florida 32771 407) 302-1091 PAX( 407) 302-1097 ammmmmmm000emoemomommommmmmmmaommomommmmmmoamammmoommmmamomoomammmmmooa000m On Wednesday January 20, 1999, the Sanford Fire Department conducted a re -inspection of.2895 Orlando Drive, Sergio's Italian Restaurant. This re - inspection was to identify code compliance for proper instillation on two- (2) hood venting systems that penetrated the roof of this building. The proper hinges and height were found installed according to code. The electrical lines going to these fans on the roof were also found to be reinstalled in a manor that allowed stack in the wiring when the fan is lifted for cleaning operations. The City can now provide a full Ql without contingency for this restaurant.. c:file Building Department F.M. McGibeny CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS , 89 J O /C tAV,00 X_ PERMIT NUMBER C1 6—C;n a 0 I I i4 C a 3 0 E ro A Z >• H N rl C O 4 O It LO N 0, o 0 >1 Z a E-E Total Contract Price of Job Z) d ODC7 Total Sq. Ft. pop Describe Work ;4 N 11 1M I'D LV 4 4TYa ^1 S Type of Construction IV Flood Prone (YES) ( ) Number of Stories Number of Dwellings Zoning Occupancy: Residential Commercial Industrial l A LEGAL DESCRIPTION please attach printout from Seminole County) TAX I.D. NUMBER OWNER d E QCo O t5 _-T jrAL-A 4-J RES 1AL)RAyI PHONE NUMBER----___I - C,ojf6 ADDRESS 67 0fzt4Ny40 CITY SAAWo1ls'D STATE kcL ZIP 277/ TITLE HOLDER (IF OTHER THAN OWNER) fi- ADDRESS CITY STATE ZIP BONDING COMPANY ADDRESS CITY STATE ZIP ARCHITECT ADDRESS 'Z. S j,A,C-r vK0AJ! AVi-- CITY GJ , 16,gw— STATE ZIP MORTGAGE LENDER ADDRESS CITY STATE ZIP CONTRACTOR %liC/' kA- 1 J 29'0 AAtC. 0'VlPHONE NUMBER iv-() 7 ADDRESS ©, r%j,DSC [ 21 ST. LICENSE NUMBER L13-&0/5- CITY STATE ZIP —3nT y- 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 TH NER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. o u: al b4Po n Signature of Owner/Age 6 latel Signature of Contractor & Date °,a Z ype or Print Owner/Agent Name Type o Print Contractor's N• e o x Oil 5 O O Signature of. Notary & ate Signature of Notary, & Dtfte ~ o Official Seal) PAUTA M. Fc74Yf; PAUTA M. FREYTES `` FNotor PuOfic State of ; IOrida Notary Puolic - State of Floridoa mission tXpi'@s ,cr 19, 2002 My Commission Expires Jan 19,,2002mmissicn = CCiOr( £i; Corr rrisslcr = CC709087 E P i o PPr ede_d Date FEES: Building : — `-Radon _Io- UU Police Fire, Open Space Road Impact ppl' jat'on PERMIT VALIDATION: CHECK CASH DATE I ` B ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) 0 M ro n 0 a C 0 D a THIS A-{PPPLICATION USED FOR WORK VALUED. $2500.00 OR MORE 0 i 5..0 j •eL ..5t `, ,a.ii1 CLi P r o V .®.. S'` _._w._'. tW-.o lS c n c e, k),,G,L,S'bn • iq• CITY OF SANFORD FIRE DEPARTMENT 1303 South French Avenue Sanford, Florida 32771 407) 302-1091 (407) 302-1097 FAX November 9, 1998 Mr. Peter Ruduz C/O Sergio's Italian Restaurant 2895 Orlando Drive Sanford, FL 32771 407) 323-9043 RE: Fire Rated Construction - Equivalency Acceptance; Permit #98-2721 Dear Mr. Ruduz: I am in receipt of your U.L. detail sheet from distinguished Designs of Winter Park. The sheet as provided by Mr. Rodney Vermilio will be acceptable as an addendum to your plans. To recap what our agreement is and how we arrived at it, please review the following careftilly. Strict compliance with our City Code would have required a complete automatic fire sprinkler system for your restaurant by both local and model code provisions. Your facility is classified as a Class "B" assembly (over 300 but under 1,000). The only manner by which you could be relieved of the fire sprinkler mandate would be to reduce the contiguous square footage of the restaurant. To do that, you would need to find some 900 + square feet and separate it with four hour fire rated construction. We have since discovered that the existing construction is incapable of being upgraded to meet that requirement. That being the case and in as much as there is no realistic or cost effective way to bring adequate quantities of water for the sprinkler system to the existing facility, we had to find some alternative approach toward code compliance. I believe we have done just that. In discussing the matter with you and Fire Protection Inspector Bart Wright, I believe we can apply the provisions of Florida Statute 633.025(8) and section 1-4.4 of the Life Safety Code. These references acknowledge that it is not always practical to apply the code for new construction in existing buildings and that sometimes a disproportionate effort and expense provides little if any appreciable increase in life safety. Therefore, we are of the opinion that if the existing wall in the vicinity of the kitchen and lavatory areas is upgraded to a 2 hour fire resistance rating with insulation (per your U. L. diagram) and you install another layer of 5/8" type X sheet rock on both sides of the wall, we will L-._. -.- - mr:.__m .._..v -- consider this equivalent to a four hour rating which is otherwise required. Please remember that you must still have any openings in this wall protected as a four hour fire rated wall. Your next step is to take your drawing to the Building Department, submit it as a revision, pay the fee and then we will stamp it for you. Should you find any of the above description inconsistent with our discussion, please call me ASAP. Thank you for your cooperation. Sincerely, M. D. 2iben Fire Marshal c: file D. Florian, Acting Building Official CITY OF SANFORD FIRE DEPARTMENT 1303 South French Avenue Sanford, Florida 32771 407) 302-1091 (407) 302-1097 FAX November 9, 1998 Mr. Peter Ruduz C/O Sergio's Italian Restaurant 2895 Orlando Drive Sanford, FL 32771 407) 323-9043 RE: Fire Rated Construction - Equivalency Acceptance; Permit #98-2721 Dear Mr. Ruduz: I am in receipt of your U.L. detail sheet from distinguished Designs of Winter Park. The sheet as provided by Mr. Rodney Vermilio will be acceptable as an addendum to your plans. To recap what our agreement is and how we arrived at it, please review the following carefully. Strict compliance with our City Code would have required a complete automatic fire sprinkler system for your restaurant by both local and model code provisions. Your facility is classified as a Class "B" assembly (over 300 but under 1,000). The only manner by which you could be relieved of the fire sprinkler mandate would be to reduce the contiguous square footage of the restaurant. To do that, you would need to find some 900 + square feet and separate it with four hour fire rated construction. We have since discovered that the existing construction is incapable of being upgraded to meet that requirement. That being the case and in as much as there is no realistic or cost effective way to bring adequate quantities of water for the sprinkler system to the existing facility, we had to find some alternative approach toward code compliance. I believe we have done just that. In discussing the matter with you and Fire Protection Inspector Bart Wright, I believe we can apply the provisions of Florida Statute 633.025(8) and section 1-4.4 of the Life Safety Code. These references acknowledge that it is not always practical to apply the code for new construction in existing buildings and that sometimes a disproportionate effort and expense provides little if any appreciable increase in life safety. Therefore, we are of the opinion that if the existing wall in the vicinity of the kitchen and lavatory areas is upgraded to a 2 hour fire resistance rating with insulation (per your U. L. diagram) and you install another layer of 5/8" type X sheet rock on both sides of the wall, we will I/ consider this equivalent to a four hour rating which is otherwise required. Please remember that you must still have any openings in this wall protected as a four hour fire rated wall. Your next step is to take your drawing to the Building Department, submit it as a revision, pay the fee and then we will stamp it for you. Should you find any of the above description inconsistent with our discussion, please call me ASAP. Thank you for your cooperation. Sincerely, M. D. cMiben , Fire Marshal c: file D. Florian, Acting Building Official y 77 y '`Y y 1 _ , y. g t •? 1, :t f k F S DISTINGUISHED DESIGNS and Engineenn 626 S. LAKEMONT `AVENUE i ' WINTER PARK, FL 32792 Office (407) 644-2536 Fax (407) 644-3784 October 19, 1998 To: City of Sanford Building Inspector Re: Sergio's Italian Restaurant 2895 Orlando Drive Sanford, Florida Permit # - 98-2721 To Whom It Concerns, Per your discussion w/ Peter Rudez, owner of the above referenced restaurant, you are requiring a letter for a 2-hour wall enclosing the Kitchen area. Please see the detailed wall section below, with the UL# and design criteria. TO UNDERSIDE OF ROOF PROPOSED 2-POUR RATED WALL f' CONSTRUCTED W1 2-L YER55 6' T'YPE "X" X DRYWALL EACH 51DE R-19 INSUL TICK RauUL DESIGN U30I 2' x d' LAY -IN FILL WALL W1 FIRE RETAIRDANT ACOUSTICAL TILE IN5ULATION ( SEE ATTACHED SPEC SHT.> Wood Stud Partitions (Loamearing) - 2-11our Rating I WdStud-2 layers 3S" SHEETROCK brand gypsum panels, FIRECODE 5 BATYPE "X" 6LOGKINCs core, or SHEETROCK brand gypsum panels, water•resistanl, DRYWALL BOTH SIDES) .. PIRECODE core, ea side-2x4 iG" o.c.—base Layer all with 1X" nails 6" WJOD STUD5 M\ o.c —lace layer atl with 2/nails 8" o.c.—joints lin— 1611 O.C. MAX. wt. 12 -- FINISH FLOOR N/A SA924 95 WALL SECTION a 2-HOUR WALL Please let this letter serve as a written addendum/approval for the above referenced items to the approved plans. If you should have any further questions, please feel free to contact me at your earliest convenience. i cerely, Rodne . Vermilio president y`i. ev s jttvjS — - ta '} 1. ,e. + T'., z. = • _ .` j4''`• V GICODN CELLULOSE. INSULMION SPEG[fICATlONS 1. Scope 1.1 This specification provides data. ptrdncnt to the atcr-stabilize l pncurnatic appliad )* of Cocoon cclluloac lnsuUtloo in attics and walls. Cocoon provides outstanding Ml4mace to heat Eow for thermal 97Plir--riom. noisc control for aeotlusticai ueatmcars, and ftrc central in wells and ouica of usldcntial and oornrtter6al construction. 2, Materials 2, i More than 800h of the coatcnt of Cocoon insulation is processed from crcycled wood -based cellulose Sbcr. Thcsc fibers errs; chcmically treated to creatt pe:rnanent (lathe tesistance.The additives are non-t&dr, will not irritate normal slain, will not atuau vernan or inscccs and hill not adversely affect other building materials, 3. Functions 3.1 Insulation. Cocoon iravJ26on imists thts flow of hcat in three Ways. Air is uappod (I) wichi t, (2) by the wail of the Fiber and (3) between fibers creatinf sisnifi=t tesisraace to ai; rsovemtnt. This nawral ability to rlap alr pro -idea cellulose Insulation with 25% t0 401b more effective insulation: pomst than the cone RAillue OF Other low 4twity loose -,fill fibuous lasuladng matcris:e- 3.2 Sound Conuol. Thtsc same IsOtated air pockcts and density also provide of re ive nisi radecdon in Ovalle and between floors by efCeciively aeatia;; a cxvroruizcd bats at the hob Bite. 4, material Characleristics 4.1 All crIluloso insulaaon sold in The U.S. tr u&c ootIform to the CPSC standard 16 CFR Para 1209 and 1404. In addidon, Cocoon meats all of the test roouirrmenu of ASTM C-739 (US) urd CANICCSb-51.60 (CanadtJ. The foUowittg properties were );rated by Unduwxiters habotatodu (R-15890): 4.1.1 DcuettY The mtarizuum density aatieiplacd afar long- terin set4ins of dry applications v sw determined ;sy the f> ewieg epecillcadons: ASTM C-739 1.6 ib1ft3 CAN/GIGS$-51.60 28.8kgrm3 CANIuLC-SI02.2 km han 150 4.1.2 Thermal Resistance The sverago thermal Rca;stanco per inch w" determined by test mttlaad.ASTM C-519 (4 in. thick): AST-V C-739 3.70 CAN/C'iGSB.51,G0 0.M ;R$r 4.1.3 Surface 13ursti08 Chat-rcteriscics Two surfaa barninZ charscteristics are evatluacctl. They are Critical RadrR.lt flux ususg teat method ASTM E-970, and Flarue 5preid usingAYjM B-84 or CAN/ULG4102,2, Coaoom insulation rAmts or exceeds the spectfled requirements for each test as follovn: ASTM 1r970 grsamr that 0.12 watts/cra ASTM 8-84 lecc than 25 4.1.3.1. Building Cods Properly inscallcd Cocoon insulation meets cite tcquitanents for sbcrmal islru!acing meccriab zct forth in CABO, BOCA, ICBO, SBCCI, Model SneW Code and the National Building Codt of Canada_ 4.1.4 Moinuft: Vapot Sorption This requirement assures that normal variations in relative huruidiey will not adversely affect thetrnal reslsancr. Cocoon insuladon ,nests the requiremens of less than 15% for MR.nimum weight gain under &.c specified WU condition3- 4.1,5 Corrwivt;nws when in contact with steel, copper, alutninulA, or Et;&=iz,ed materials, Cocoon insulation was determined to be non -corrosive. 4-1.6 Othr Properdfs Tested Coon cellulose insulation passed these additional rests: Odor Emission St'atch Content: Fungi Resistance Scparation of chcmicais Smolder Resistance flame Spread Pecatanericy 4.2 SovAd TSinsnai"loA Lost Standard two -by --four (2aT) hood stud walls with R-13 3.5 toil-) Cocoon insulation and gypsum wAlbosrd on both sides wire tesccd sccording to ASTM'B-90 anst Fr413 by Rivetbarnk Acoustical laboratories (Tesr RALIU TL95-274 and 275). No Resi6tat Chosnd Sl'Gp42 RC-1 Resilient Channel (one aide} STC-51 4.3 Fire Blocking 1n wall cavides, Cocoon ccllulo.-c insulation is permicted as a firm block undo Sm.1Q8.2.1 of the UBC (1CB0 ER 2833). NA A t,0Y16tAftA-VA01R10 COM"" W Rnck Sprine Driver. Sttitr: 400 i4lrrhrtA,:, Mary Iarrl 1-000-592-760.4 C • 1 to Griti'W, Ahin MCK.W. i (rtl,14 Ma W.rw tutl.nr NPtdo6s Phrvni.. Arlm,r. Au,Fuvt, 'inym 111 r,n,r„e,• 111 rmininu nirn.i end nnVillrr PAM"I sm smfesalr{a'nr MOnrn" mdmw.d,, $;aN. uspavo,• ito ftsu, a inm r.,,, r, 1 t t Septemberl"l,1998__ ; City of Sanford Fire Depwnnent Sanford, FL Attn: Mike McGiveny Re: Sergio's Italian Restaurant 2895 S. Orlando Ave. Sanford, FL Mike, V I1\L I L 1 11\G 1 111V 1 Central ra ut t7L fin Protection, IM Inc. We have been contacted by Mr. Pete Rodez to submit a quote for the installation of a Fire Sprinkler system for the above referenced property. During the course of our research in developing our quote for this project, we have found an existing hydrant toward the rear of the adjacent Public Storage building. This hydrant as we are told, is supplied hrotn a a" line. We have indicatcd to the owner that he would need approval from the City of Sanford to tie into this a" fire line. This proposed "Point of Service" would also be subject to whether an adequate water supply exists, by conducting a water flow test and hydraulic calculations. Since this existing fire line is on private property belonging to Public Storage, the owners of each property will have to come to an agreement concerning the access of this line. This matter hinges upon the City's decision on the location of "point of Service". Also there may be a need for a roadway box instead of a PIV at the point of connection due to the driveway. We recommend that your response to this issue be addressed to the owner of this property, which he then can distribute to all interested parties. If you any questions or comments on this matter, please call Me. Sincerely, 4- Steve Bartlett President P.O. Box i ass Goldenrod, rL 32733 - 1665 (407) $67-0223 9-11 FIRE PREVENTION AND SAFETY CODE 9-12 3) Throughout every hotel, motel, condominium, townhouse, apartment house and dor- mitory, if: a) Of'I'ype I (fi, e resistive) construction as defined by the Southern Standard Building Code and more f'u n four (4) stories in height. b) Of less than Type I (fire resistive) construction and more than three (3) stories in height.. c) Of less than'I'ype V (ordinary) construction as defined by the Southern Standard Building Code and More than two (2) stories in height. 4) Throughout bowling-alleys4iul restaurants of tbtal': flc ot (3i e,i] exceeding six -thou san%1 (6;000) square feet 5) Throughout all buildings occupied or used as places of public assembly having a stage arranged for theatrical, operatic, or similar performances, excepting only the audito- rium foyers, lobbies and the immediate vicinity of automatic stage ventilators, if the building is of less than 'I'ype II construction as defined by the Southern Standard Building Code, and regardless of the type of construction or whether there is a stage, if the place of public -usembly is located above the first floor. 6) in the basements, kitchens, shops and other spaces where combustible materials are stored or handled, of schools, public buildings, hospitals, and institutional buildings when such buildings are over two (2) stories in heigh!. or the total floor area exceeds Len thousand (10,000i square . -ct.. 7) All buildings over seventy-five (75) feet in height. 8) All buildings in excess of twenty thousand (20,000) square feetregardless of location or type construction. 9) Group I1 (hazardous) ,err panty throughout entire building except where the appli- cation of water may constitute a life hazard or increase the severity of a fire. The requirements above shall be considered cumulative and in addition to the require- ments of the Life Safety Code, Southern Standard Building Code and the National Fire Codes. In case of conflict discrepancy between Codes, the more stringent requirements shall apply. Ord. No. 3214, § 2, 6.13-94) ARTICLE IV. AMENDMENT'S TO THE FIRE PREVENTION CODE Sec. 9-12. Amendments to the fire prevention code. NFPA 1, the Fire Prevention Code of the National Fire Protection Association is amended ; u; and changed in the following respects: SuP.. P.: No: 32 579 containers indoors is common in resfaurants and presents an extreme life Fiam: j: • i_' Pyrotechnics IradItionaII ha\c heell used On the stases and Platf lrnu of places of assembly. paiticulark during magic acts or shoos. With the advent of discos and rock concerts. huwe er. there has been a dranultic increase in the use of Pyrotechnic de\ ices. This practice rul create extremely hazardous conditions. depending on the type. WILlIlle, setting. and control exercised when they are used. See NFPA 1126, Standard for the Use of PvrotechuiCS before rI Pro.yiulole Audience. for more informa- tion on this subject. There also is the telldenCv to oyercrO\yd such facilities beyond the occupant It ad allowed by permit. It is essential tO nlininunrl life safety that both of' these conditions be limited: this must be enforced on a lierl,or-performance basis. Another type of stage PIOductiun that is extremely 11a7M(IMIs ill\ol\cs performers who con(luct ritual dances ilsing Ilanliu2 torches. "this activity Trie 1'•otecto.n_S)s(ec ls fin site or limit=lii Iiie protection ec u~i,nl .._ ._._ eat Includes )orfabl( fire- -, c ctingiiislrers, interior stan(1Pipes and hose lines, automatic shrliikler systems, and fire datnl systems. Most new,assenlbly occupvlcle .are required. to be fully sprinkleied. either by the Life Sajety Code or by local lhinendnrents to..it...(tlier niethfids of (rll sltc Or built nl fire Prutectiun also Inav be used. and -you Should rc" iei\ each srstcm Or item to deter- mine \yhether it is an aPPro\ed method for the hazard Protected. You ilku applicable, duper\ Ise I\crltJlllltlllt:e tc t,. When located in a buil(ling of nlixe(1 occupancy, the assenthly occu- pancy might require sep,lration I'Mill the remaining occupancies h\ fire- resistiye assemblies of yari(nls rating,. Linder these circumstances. OPellings In Such a>,Clllblics ill. o Illll,l be protected. Ill sollle Ill'stances. Iu\\ e \ L'I'. Ill\ cpilI':lIit) II k Ili CkICLI bciatI<C the e \pt1,llre 11i17a1 tl k Its\\ 01 214 NFPA INSPECTION MANUAL kJ depend oil the applicable' Bibliography NFPA 40, Standard for the Slord NFPA 59, Standarrt for Ilse Store NFPA 96, . Standard for Venlilati Ulreratiuns NFPA 101, Li%e Snfeh Code NFPA 102, . Standard for Assenrl NFPA 1126, , Standard fur the U ASSrnnII,Y ( 1 I holmly Name: I Address OCCUPANCY occupanc) Subclassification: A Occupant Load: Egress Cali Iligh Rise: Yes No \viDLIO%% I Smoke Protected: Yes NoD O Used for Shows or Fxhibits: Yes BUILDING SERVICES Idectricirv Gas \ valer Ot Hevamors. Yes Nu0 Fire 'I Ueal F. pc (;;ISO OHO Glectric Fmcrgenc} Generator: Yes NoG Late of Last Full Load Test: I ire Pump: Yes NoO GPNI: Uate Last tested. In Automatic Position YesO No P.MERGENCY LIGHTS Operable lcs N,,O Tested NIT] hoperly Illominate Egress Palls: Y EXV1 SIGNS Illuminated:Interualh0 External No EIRE. ALARIII Ycs No Location of Panel: cmerage:lluilding - Partial Fire Oeparonent Notification: Yes[ Tvpc of Initiatimm De%iccs: smoke[ ASSEMBLY OCCUPAN LED , `L 1 2 3- Above Iiy number I Levels BtCt ne Level lelow LED BtCt ne Level elow LED jtct Dne Level below LED ABC ABC ABC ABC AtBtC ABC ABC AtBC BtCt N.P. ABC ABC AtBtC BtCt N.P AtBC C t N.P. N.P. N.P BC Ct N.P. N.P. N.P. One Level Below LED by an approved super - he tected throuhout following: o sprinkler system in accordance with Section 7-7: i the ,issernbly occupancy. and anti, and : ielow the level of the assembly pccupofanassemblyoccupancylocatedbelow the level of exit difenthatlevelandthelevelofexitDischarge. eiintervening betwe level Of exit discharge. I pf T ell it loan of the structurat framework of roofs in Type yp 0 h i6.t ml or mere above the floor immediately oelpw. Orris- 5rotection of the structural members shall be permi[ted, inclua if ming, and Decking. trusses. root fra ruled x« Discnaroe Ifthis table. a mezzanine is not counted as a levelepurposeo T- ither occupancy chapter construction tables, the tinged based on legal building with hesabovethelevelofelevelk D). xit Thus, in a no l irge at grade, the column with he headin g " se refers to the second story of the building. n part on the lessons learned from he Cocoanl ght Club fire in Boston (1942), the Code limn; er of occupants in those assembly occupancy . buildings not of the highest fire resistive cons s. the efTheCocoanutGrovefireillustratellutanreriorfi mbustible structure, combustible I, and a multilevel configuration for an assem y can have on the severity of a fire and its unt. The Beverly Hills Supper Club fire" (19 I rated these consequences. ucaorLnrz-:ArP uable tare based on NFPA 220, Standard on Types of Buildi' instruction.' See 6-2.1 and the rt-I = --14 . Ce Note that the table deals with the location of the assem- blv occupancy in relation to the leer; of E .it discharge. Thus, for example, if the building in question were a five- Ry ory, Type II(111) building with the level of exit discharge at the first floor, a Class A assembly occupancy would be permitted to be located on floors one through twee but not on floors four and five; Class B or Class C assem- bly occupancies could be located on floors one through four but not on floor five. In some of the cases (where the dagger -shaped symbol appears beside the assembly subclassification letter designation in the table), automatic sprinkler protection is required on certain floors of the building. The extent of the required sprinkler protection is illustrated in Figure 8-2. Assembly 7 Sprinklers LED LED Sprinklers Assembly F9um 8-2. Extent of required sprinkler protection. In the exam - pie at the left, a new Class A assembly occupancy is located on the fifth floor of the 8-story Type 11(22 2) building;automatic sprin- kles protection is required on the fifth story assembly occupancyMoorandallfloorsbelowincludingthosebelowgradelevel. I;r the example at the right, the assembly occupancy is located in the subbasement two levels below the exit discharge of the 8-storyType14222) building; automatic sprinkler protection is required pot the subbasement assembly occupancy floor, the basement level brtervening between the subbasement and the level of exit dis- tharge, and the level o f exit discharge. The two primary places within the chapter where auto- laanc sprinkler protection_ might be required are 8-1.6, Minimum Construction Requirements," and 8-3.5, 4tinguishment Requirements." Each of these sections Occupant Load. 8-1.7.1 *The occupant load permitted in any assembly build- ing, structure, or portion thereof shall be determined on the basis of the following occupant load factors: For ease in using this handbook, the verbiage of A-8-1.7.1 appears following all discussion on 8-1.7.1. a)* An assembly area of concentTtert zeriihout fixed seats, such as an auditorium Dlace of Wnrtbi0n daaQp floor, discotheque, or d er 7 net sq ft-(0.65 net sq m). The terminology one person per 7 net sq ft (0.65 net sq m) means that one perso is :,ss med ro be present for each 7 sq ft (0.65 sq m) rear is-av}ab}e to be use pants asterdeduct;ng srn P ur, Aa h r ,—pC tl-fix_,ed-sounrets, par- titions, columns, erc. The 7-sq ft (0.65-sq m) occupant load factor is based on open floor space wither omfortably. This factor also can be used to estimate occupant load in a multi- purpose room where portable chairs are placed in rows for meetings, film viewing, or lectures. A"$'1.7-1(a)- For festivarseating,see 8-2.5.2.and Section 3-2. b) An assembly area of less concentrated use. such as a conference room, dining -room, drinking establishment, exhibit room, gymnasium; or lounge: one person per 15 net sq ft 1.4 net sq m). The terminology one person er 1 S n et(1,4 ret sqm) means that one erson is assumed to be Present for each 1S sq ft (1.4 sq m) that is availa le. for use by occupants. The 15-sq ft (1.4-sq m) occupant load factor is based on a use where a certain amount of space is occupied by fur- niture or where the use requires a lar a amount of s ace per_ person for functions reasons. An example is a space furnished with'tab es an c airs, as in restaurants or con- ference rooms. Gymnasiums are an example of a use that requires space for the occupants to perform -their function, i. e., exercising or sport games. c) Bleachers, pews, and similar bench -type seating: one pert son per 18 linear in. (45.7 linear cm). 1994 LIFE SAFETY CODE HANDBOOK 213 iC concerts where the number and density of itrolled by architectural or management featw Access and egress routes shall be maintained so management, security, and emergency medical p I be able to move without undue hinderance at ariyT individual. ion to providing life safety under fire conditior74 ments of Chapter 8 address the emergency and': ncy movement of people. Because of the potM tress and egress paths to become blocked by the: ds characteristic of many assembly occupancies,, rant that crowd management, security, and ernes. iical personnel be able to move without undue' at any time to any individual. The ability to dej With an emergency while the problem is small preclude having to deal with a larger emergetuy lime. 1 This requirement is intended to facilitate raps v accessto individuals who are experiencing mergency, especially cardiopulmonary difficult4 there is a need for rapid medical attention frc rsonnel. The requirement also addresses the no ty and law enforcement personnel to get to sl whose behavior is endangering him or hers The width of aisle accessways and aisles st efficient egress capacity for the number of persc dated by the catchment area served by the al y or aisle in accordance with 8-2.3.1. Where ai ys or aisles converge to form a _single path of egfI required egress capacity of that path shall not the combined required capacity of the converg ssways and aisles. fers to the egress capacity -driven width r 8- 2.3. The capacity -related width requu 1 considered along with other minimum nts detailed in 8-2.5.9.3. The applicable mi luirement is the larger of the widths establi sets of requirements. I The catchment area served by an aisle acc the portion of the total space that is naturally 8- 7 illustrates how catchment areas would be allot - he case of a theater with four egress doors having imately equal egress capacity. Note that catchment tpornonment for normal, nonemergency uses often Ike use of only some of the available exit access paths dts — particularly those provided by the main xjexit — and might be quite different from the lent area apportionment based on a balanced distri- of people in proportion to the egress capacity of indi- exits. Facility management procedures must allow difficulties of informing people of and directing them he available means of egress, especially when nor- iced, familiar routes become blocked in an emergency. e that the term required egress capacity is used in 3 to clarify ".hat the combined required width of the routes might be smaller than their combined actual individual widths are wider than especiallywheretheapplicable to egress capacity required by the Code. widths, exceeding Code minimums, might be pro- roluntarily to facilitate day-to-day operations: Main entrance/exit Exit B Stage V ExitCExitD Plan of a theater showing how catchment areas for ss are based on a balanced use of all means of egress, r to egress capacity. Portions of aisle accessways and aisles where in _ either of-two_directions-shall.be, uniform. in This requirement prohibits making any portion of the aisle or aisle accessway narrower than the minimum width required for any portion of the aisle or aisle accessway if egress travel is possible in two directions. Generally, this pro- hibits aisles and aisle accessways from being hourglass shaped. Where there are two directions of egress travel pos- sible in the aisle or aisle accessway, the width must be kept at least as wide as the required width of any portion to ! accommodate efficient egress travel that might have to reverse direction because of blockage at one end of the aisle i or aisle accessway. 8- 2.5.8.5* Where nonfixed seating is located between a table and an aisle accessway or aisle. the measurement of required clear width of the aisle accesswav or aisle shall be made to a line 19 in. (48.3 cm) away from the edge of the table. The 19-in. 48. 3-cm) distance shall be measured perpendicularly to the edge of the table. A-$- 2.5.3.5 Figure A-8-2.5.6.5 snows typical measurements involving seating and tables abutting an aisle. Note that. for pur- poses of the means of egress requirements of this Code. seat- ing at counters or other furnishings Is considered to be the same as seating at tables. CCD 0:::D Aisie 36 in. Aisle 55 if. j91 crn) Min I rrn) Min Aisle ; = 1 in. i 188 cm Min i I l Figure A-8-2.5.6.5 Seating at tables abutting an aisle. Figure A-8-2.5.6.5 illustrates the provisions of 8-2.5.6.5. This provides guidance on how aisles with movable chair's are to be measured. " In the case of side boundaries, other than nonfixed seating at tables, for aisle accessways or aisles, the clear width Chapter 8: moo.., assembly Occupancies additional exits of sufficient width to accommodate a minimumofonehalfofthetotaloccupantloadservedbythatlevel. Suchexitsshalldischargeinaccordancewith8-2.7. Such exits shall be located as far apart as practicable and as far from the mainehtrancelexitaspracticable. Such exits shall be accessible from a cross aisle or a side aisle. (See 8-2.3.3.) Exception: In assembly occupancies where there is no well defined main entrance/exit. exits shall be permitted the to be d istrid - uted around the perimeter of the building, provided l exit width furnishes a minimum of 100 percent of the width needed to accommodate the permitted occupant load. A major change to the 1991 edition of the Code was the deletion of the requirement char the "other" exits must accommodate two-thirds of the occupant load, resulting in a 16Y, percent overdesign. As an example of the requirements of 8-2.3.4, if an assembly occupancy has an occupant load of 900 persons, the main exit would have to accommodate 450 persons (50 percent). If there were two additional exits, together they would have to accommodate the remaining 450 persons. 3-2.4* Number of Exits. (See also Section 5-4.) As the concentration or number of people increases in an assembly occupancy, the need for simultaneous egress- ing by a sizable group of occupants increases. Therefore, to reduce jamming at doorways (which leads to panic anddisorder), more than two exits are needed for large occu- pant loads. Because 8-1-2.2 specifies that assembly use areas with individual occupant loads of fewer than 50 persons are to be classified as part of the occupancy in which they arepresent, no criteria are given by 8-2.4 for the number andlocationofexitsinassemblyusespacesthatdonotcon- stitute an assembly occupancy. A42.4 It is not the intent to require four means of egress where. from each level of a Class A assembly occupancy 9 indi- vidually, the floors have occupant loads that fall in the rangend.class_C_assembly occupancies. Exception: Fenced outdoor assembly occupancies in With 8-2.4.4. A-2.4.3 Every Class C assembly occupancy shall have at IeE two means of egress consisting of separate exits, or doors lea ing to a corridor or other spaces -that -provide access to two SE arate and independent exits located in different directions. EYc otion: Fenced outdoor assembly occupancies in accordar with 8-2.4.4. 3-2.4.4 A fenced outdoor assembly occupancy shall have least two widely separated means of egress from the enc sure. If more than 6,000 persons are to be served by su means of egress, there shall be at least three means of egre if more than 9.000 persons are to be served, there shag at least four means of egress. 81'4.5 Balconies or mezzanines having an occupant loadermittedtobeservedbyasinglemegreaterthan50shallbepofegressandsuchmeansofegressshallbeperm to the floor bellow. By permitting a single means of egress, relief is proviforsmallbalconiesandmezzaninesthatdonotseamodatemorethan50people, such as choir lofts. SeetheExceptionto8-2:5.1 which limits the common Ioftravelto75ft (23 m) from an area with not more 50 occupants. 2,4.6 Balconies or meaanines having anoaxipard loan S than50butnotgreaterthan100shallhaveatleasttwGjmeansofegress, but both such means of egress shall . miffed to lead to the floor below. These balconies might typically be found in rests orsmalltheaters. The provisions explain that it is' tanttohavetworemotemeansofegress, but becat totalnumberofoccupantstoesriotexceed100, it oegressontothefloorsonabletoallowoccupantsIA n. 0 A maa2nineS having an occupy. 3C to x5. her c The in ( a si: do Must n I DEVELOPMENT FEE WORKSHEET k CITY OF SANFORD UTILITY - ADMIN. P. 0. BOX 1788 SANFORD, FL 32772-1788 Project Name: S6a6Po`S Z 4L//-w f(Es-79u/19N7 Date: Vb S? Owner/Contact Person: Phone: Address: 2 yS S, o ec4w40 DR <oc.n /&-77`1 ^u -/rt 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 (3/4", 1", 2",.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 din ividual connections or central water meter & common sewer tap) : 'vO' Water Meter Size (3/4" Qf} CfifLow •V v7C 1" , 2" , etc.)s-7,-vG REMARKS: 76 f G o 9-7io o/V HI6Nw9 y _S 2 CONNECTION FEE CALCULATION: Qw'V64 NEFpS 66,p6cr `r°' D/c PJMP S•47fo•, 70 Ac v4 C u+-r, I , -e'S 71- G fib z14,,v4LF La94 O'-,e1197Ez y a 716 77541C Cr-7`/ r3 L i , /- w'7 762 1!7Pf}G7 SGw62 f/7P/t7 c o'7/jC Name - Signature - Date. P 8-Ad REVISED r -r s- 'A16 PC:Qhft1Ar6 P/_7 ? f -),, / 5 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 758 - 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 25t 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 751 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 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.) S -/ioo. Lr TABLE 7U9.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS FIXTURE TYPE DRAINAGE FIXTURE UNIT VALUE AS LOAD FACTORS MINIMUM SIZE OF TRAP (inches) Automatic clothes washers, commercial' 3 2 Automatic clothes washers, "residential 2 2 Bathroom group consisting of water closet, lavatory, bidet and bathtub or shower 6 Bathtubb (with or without overhead shower or whirlpool attachments) 2 11/2 Bidet 2 11/4 Combination sink and tray 2 11/2 Dental lavatory I I I/4 Dental unit or cuspidor 1 11/4 Dishwashing machine,' d tic Co/4ijF/ZCr c 3'r 2'57 k ( = S" 11/2 Drinking fountain 1/2 11/4 Emergency floor drain p 2 Floor drains 2 x 2 Kitchen sink, domestic 2. 11/2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 11/2 Laundry tray (I or 2 compartments) 2 11/2 Lavatory 1 x $ s- 11/4 Shower compartment, domestic 2 2 Sink 2x ( + s- +c{ - e 11/2 Urinal 4 k f = `{ Footnote d Urinal, I gallon per flush or less 2e Footnote d Wash sink (circular or multiple) each set of faucets 2 11/2 Water closet, flushometer tank, public or private 4e Footnote d Water closet, private installation 4 Footnote d Water closet, public installation 6 k = '1 Footnote d For SI: I inch = 25.4 mm, I gallon = 3.785 L. a For traps larger than 3 inches, use Table 709.2. 8 3 b A showerhead over a bathtub or whirlpool bathtub attachments does not increase the drainage fixture unit value. c See Sections 709.2 through 709.4 for methods of computing unit value of fixtures not listed in Table 709.1 or for rating of devices with intermittent flows. d Trap size shall be consistent with the fixture outlet size. For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage fixture unit unless the lower values are confirmed by testing. TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS FIXTURE DRAIN OR TRAP SIZE inches) DRAINAGE FIXTURE UNIT VALUE 11/4 1 !- J Fl 16'e 11/2 2 2 3 21 /2 4 3 5 4 6 r0r 3r: t mcn = [.a mm. G/frNS /- So4'9 /`/9clfIN; 3 Standard Plumbing Code©1997. State of Florida NOTICE OF COMMENCEMENT permit Nv _ — --a I County of Seminole Tax Folio No. (P1D) at i S/ d OW-6 ,/1 r 1 e , 71'3. Florida Statutes, followingthe gives information is provided rovement will nethis Notice of Commencement. made to certain real property, In accordance with Chapter v DE RIP ION OF PROPERTY (Legal descri tion of the ro RFCind street address) t C- J GENERAL DESCRIPTION OF IMPROVEMENT r 3 CO M i ti. Ir 1 i l, l O C7 O c OWNER INFORMATION Name and address n i U CD c-) M Interest in roe U 7 PPrty (Fee Simple, Partnership, etc.) PY - rTI._„ MORSE NAMEANDADDRESSOFFEESIMPLETITLEHOLDER{IF OTHER THAN O OUR RKOFCIRCUITCOURTfV ac=> V I OJ ORF( ` CD CONTRACTOR Lit DUTY rT, N e and a ress _ i y ' /1 11 ! C r ' AU 21195a -; T atSURETY ( Bonding Comp ) D, MtN l rREFAREU B1 Cr'I Name and address Amount of Bond LENDER Name and address :' J A - cz c) sr• rfrrsssrssstsrsrrsr.r.s..srrsasssarssrssrsastr • / 7 PcrsonswithinthcStatcofFloridadcsignatcdbyOwncru ' rrrrrrrrrrrrrarrrrrrrrrr.rrrsrssrss'."• r upon whom notice or other documents ma m bySectionhint , I tatc , Florida S designated N CD rr ybeservedasprovidedNameandaddress _ Q, c, o M ssrrsrrssrr rrrrsssssss.rss.ssrrrrsssrrrrrrrssrsssssrssrssrsrsrrsssssssrssrsrrrsrrrs rsssrr fV T1 -. In addition to himself, Owner designates O r„rr TI provided in Section 713.13 1 to receive a co of b), Florida Statutes. PY of the Lienor's Notice as sssrsssssrssrsrsrssras.sssstsssssrsrstassssssssssssssrsssstsressssrrrrrrsssyssrsrrrrrrs ExpirationDateofNoticeofCommencementThe expiration date is 1 year from date of recording unless a different date is speci Sig ture of Owner / , SW to and subscribed before me this oID ( ` /` IL — - ^"* Day of 19 ( ARt.EN' K. E t,. R!li]13L.Y NOTARY! s; cT,J OF FLORIU;1 NotaryPublic11IyCommissionExpires: SIOi' I #r CrgG424 Oinl ns ent was acknowledged before me this o !'r E,PIR.S; Jlin[u d e dZA or woproduced (name of person acknowledged , ho is rsonally known _ 1' and who did / did not take an oa }v (type of identification) as i enUfication ZO' d CITY OF SANFORD PLUMBING APPLICATI Oj 1' PERMIT NO. DATE 1L! 2—p j 2— THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING PLUMBING: OWNER'S NAME: CC&NLce tc,"Ke ADDRESS OF JOB: at- b `5 G 1^ L'-.L 6,1 PLUMBING CONTRACTOROe-"--1'±6 ES. VON-RES. Subject to rules and regulations of Sanford Plumbing Code Plumbing Code. Applicant Signature el-' 00 66 742 State License# CITY OF SANFORD ELECTRICAL APPLICATION PERMIT NO. 9.3-Dgal DATE: 1 — 1 % — 116 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRICAL WORK: OWNER'S NAME: -5 r to io .S ADDRESS OF JOB: 'Z) r 1 cep, A. /, v-Q— hCirt 8 Q-e n c ELECTRICAL CONTRACTOR: a . C RES N Subject to rules and regulations of the city electrical code: By signing this application I am stating I am in compliance wj& thgiCjty trical Code Applicant's Signature I200097 States License# CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 DATE: I PERT BUSINESS NAME: ADDRESS: PHONE NUMBER: ( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT IRE SYSTET J, AMOUNT $ 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, 0 true and correct lres and th will comply with all applicabd ordinances of the City o Salorida. d2L Sanford Fire Prevention Applicants Signature rPUL nZ Centraf Florida Fire Protection, September it, 1998 City of Sanford Fin Department Sanford, FL Attu. Mike McGiveny Re: Sergio's Italian Restaurant 2895 S. Orlando Ave. Sanford, FL Mike, We have been contacted by Mr. Pete Rodez to submit a quote for the installation of a Fire Sprinkler system for the above referenced property. During the course of our research in developing our quote for this project, we have found an existing hydrant toward the rear of the adjacent Public Storage building. This hydrant as we are told, is supplied brotn a 4" line. We have indicatcd to the owner that he would need approval from the City of Sanford to tie into this a" fire line. This proposed "point of Service" would also be subject to whether an adequate water supply exists, by conducting a water flow test and hydraulic calculations. Since this existing fire line is on private property belonging to Public Storage, the owners of each property will have to come to an agreement concerning the access of this line. This matter hinges upon the City's decision on the location of "point of Service". Also there may be a nerd for a roadway box instead of a PIv at the point of connection due to the driveway. We recommend that your response to this issue be addressed to the owner of this property, which he then can distribute to all interested parties. If you any questions or comments on this matter, please call me. Sincerely, Steve Bartlett President P.O: Sox less Goldenrod, FL 32733 - 1665 (407) 667-0223 9 11 FIRE PREVENTION AND SAFETY CODE § 9-12 3) Throughout every hotel, motel, condominium, townhouse, apartment house and dor- mitory, if: a) Of Type 1(G e resistive) construction as defined by the Southern Standard Building Code and more 0i; a four (4) stories in height. b) Of less than Type I (tire resistive) construction and more than three (3) stories in height.. c) Of less than Tyre V (ordinary) construction as dei-Ined by the Southern Standard Building Code mid -lore than two (2) stories in height. 4) Throughout=bowl,ing.alleys.,ind:i-estaurarits cif-total--floo:r,[area] exceeding six thou- a-sanci"'(6,00:0)-square feet------- 5) Throughout all buildings occupied or used as places of public assembly having a stage arranged for theatrical, operatic, or similar performances, excepting only the audito- rium foyers, lobbies and the immediate vicinity of automatic stage ventilators, if the building is of less than Type II construction as defined by the Southern Standard Building Code, and regardless of the type of construction or whether there is a stage, if the place of public 7ssembly is located above the first floor. 6) In the basements, kit.rheus, shops and other spaces where combustible materials are stored or handled, of schools, public buildings, hospitals, and institutional buildings when such buildings are over two (2) stories in height or the total floor area exceeds ten thousand (10,000i sgi_iare . et. 7) All buildings over seventy-five (75) feet in height. 8) All buildings in excess of twenty thousand (20,000) square feet, rrgardless of location or type construction. 9) Group 1I (hazardous) u,r Nancy throughout entire building except where the appli- cation of water may constitute a life hazard or increase the severity of a fire. The requirements above shall be considered cumulative and in addition to the require- ments of the Life Safety Code, Southern Standard Building Code and the National Fire Codes. In case of conflict discrepancy between Codes, the more stringent requirements shall apply. Ord. No. 3214, § 2, 6-13-94) ARTICLE IV. AMENDAI[ENTS TO THE FIRE PREVENTION CODE Sec. 9-12. Amendments to the fire prevention code. NFPA 1, the Fire Prevention Code of the National Fire Protection Association is amended and changed in the following respects: Stipp. No.32 579 t cam containers indoors is common in re. taurants and presents an extreme life L.' J tldm I e • l Pvrofechnics traditionally hate been used on the stages and platforms of places of assemble. particularly during magic acts or shot', s. With the advent of discos and rock concerts, hog', e\ er. there has been a dramatic increase in the use of pyrotechnic de\ ices. This practice can create extremely hazardous conditions. depending on the type. \Alme. setting. and control exercised when they are used. See NFPA 1126, Standord fqr the Use o(P_1'rotechiiics bc:fcrre a Pro.rimaie Audience, for more informa- tion on this subject. There also is the tendency to overcrowd such facilities beyond the occupant load allowed b permit. It is essential to minimum life safety that both of these conditions be limited: this must be enforced on a performance -by -performance basis. Another type of stage production that is extrenlC1N hazardous ins oh es performers who conduct ritual dances using flaming torches. This activity L:.J :J_ - L..:17:`- Fire Protection. Systems'] i On_site=car bulli:_in IneYprbtecti:On ecy_ y lui[tllellt .... TLde^ s poitable fire CXtingui.hers-niterigr standpipes 1nd.10se Irl1es tutctnllti'c sprinkler o;s`ysteln.1-and firel`al urnrcy.terlls-`NJ st lie« assembly occupancles are required to be .fully sprrnkleled e'rth r bj the Li(e S tfeh Ccrcfe or by -local. t endnients to -it., ier nleth(id of tin -site L I. built-nT the l mtecti I alscl,mav he used:''end —ou shouj(I le'te« etch-t\•tem°or item i-:"deter- mine ( helper it is if', approved method for the hazard protected. YOU also applicable. super\ ise PC[ torrllance to ts. When located in a building of mixed occupancy, the assembly occu- pancy alight require separation h m the remaining occupancies br fire - resistive assemblies of carious ratings. Under these circumstances. OpelliI12- In such a>selllblics aka I11LISt be pr(ACCted. it, some In taiices. hhlltsCr. Iltn I< the e.\pin,lHTC 1137MLI k log I'll' depend on the applicable loe Bibliography NFPA 40, Standord for the Storage NFPA.58, Stnndord for the Slot -age NFPA 96. Standard for lrentilution, Operaliarrs NFPA 1111, ble Safety code I NFPA 102, Standard for Assembly , NFPA 1126, Standard fur Ole Use n ASSr:,NlR1.,Y Occi Property Name: Address: OCCUPANCY Occupancy Subclassificalion: All BE Occupant Load: F.Fress Capacii High Rise: Yes NoO WindotVlcsS:, Smoke Protected: Yes No Occu( Used for Shows or Exhibits: Yes Ni. RLIILDINCSERVICIS S F.lectlicite Gas WatcrO Other) Elcvalors: Yes No Fire Scn'icel Il at T\ pe: Gaso oil Electric t mereency Gener Tor: Yes No Dale of Last Full Load Test: I'ire Punlp ties No GI'M: Dmc Lasl Tested: In Automalic Position: YesO No F ENIERGENCY LIGIFFS i Opetablc 1'cs No 'Iesled Mont 1'roperl% Illnminate Egress Paths: Yes EXIT SIGNS Illuminated: lwermill\'I] Estcrnally uNt, FIREALARNI I 1'cs -No Location of P;ulel: C'merage: Building Partial Mo Fire Department Notification Yes Tcpc of Iniliatinn Dee ices: Snmkc i 214 NFPA INSPECTION MANUAL I ASSEMBLY OCCUPANCI Photograph Courtesy o%Jake Pawls. Figure 8-6. Outdoor festival seating at a rock music concert held in a stadium. The intent of 8-2.5.4 is to reduce the amount of merging and sharing of means of egress by persons in the fixed seat- ing areas and those who are forced to travel from the arena floor up into the seating sections to egress the building. 8-Z.S.J The1 minimum width of any _exit -access corridor-sentinq, so or more, persons shall be-.44 in. (112 cm). The minimum 44-in. (112--cm) width for exit access cor- ndors. serv_ing_5.0 Aor-more persons allows more than one file of persons -to travel along the corridor at the same time. The minimum width-also..pe=Es_persons capable of traveling at normal speed to pass persons who are -slower, rather than having to queue up behind them. 5-2.5.6 General Requirements for Access and Egress Routes within Assembly Areas. 8-2.5,5.1 * Access and egress routes shall be maintained so that any individual is able to move without undue hinderance. on personal initiative and at any time, from an occupied position to exits. In performance -oriented language, 8-2.5.6.1 prohibits overcrowding and the blocking of aisles and other portions of the exit access. See the explanation in A-8-2.5.6.1. A-8-2.5.6.1 This requirement and the associated requirement 8-2.5.6.2 have the effect of prohibiting festival seating unless it at rock music concerts where the number and density of pep. ple is uncontrolled by architectural or management features. 8-2.5.6.2* Access and egress routes shall be maintained so that crowd management, security, and emergency medical per sonnel shall be able to move without undue hinderance at any time to any individual. In addition to providing life safety under fire conditions, the requirements of Chapter 8 address the emergency and nonemergency movement of people. Because of the poten• tial for ingress and egress paths to become blocked by the large crowds characteristic of many assembly occupancies, it is important that crowd management, security, and emer. gency medical personnel be able to move without undue hinderance at any time to any individual. The ability to deal effectively with an emergency while the problem is small will often preclude having to deal with a larger emergency at a later time. A-8-2.5.3.2 This requirement Is intended to facilitate rapid. emergency access to individuals who are experiencing a medical emergency, especially cardiopulmonary difficulties for which there is a need for rapid medical attention from trained personnel. The requirement also addresses the need for security and law enforcement personnel to, get to an individuals) whose behavior is endangering him or.herself and others. 2.5.8.3* The width of aisle accessways and aisles shall provide sufficient egress capacity for the number of persons accommodated by the catchment area served by the aisle accessway or aisle in accordance with 8-2.3:1. Where aisle accessways or aisles converge to form a single path of egress travel, the required egress capacity of that path shall not be less than the combined required capacity of the converging aisle accessways and aisles. This refers to the egress capacity -driven width require• ments of 8-2.3. The capacity -related width requirements must be considered along with other minimum width requirements detailed in 8-2.5.9.3. The applicable minimum width requirement is the larger of the widths established by the two sets of requirements. A42.5.6.3 The catchment area served by an aisle accessway or aisle is the portion of the total space that is naturally served h%,_tr,P_aiclP acr.Psswav or aisle. Hence, the requirement for Cote' Below LED LED 1 2 3 , Above tBtct ABC ABC ABC ABC AtBtC Any number f Levels AtBtCt ABC ABC AtBC BtCt N.P. One Level Below LED AtBtCt ABC ABC AtBtC-BtCt N P- One Level Below LED BtCt AtBC Ct N.P. N.P N.P. One Level Below LED i BtCt BC Ct N.P. N.P. N.P. One Level Below LED It the following are protected throughout by an approved supercsprinklersysteminaccordancewithSection7-7: 1 of the assembly occupancy, and andbelowtheleveloftheassemblyoccupancy. i low the level of exit dis- level intervening bseofanassemblyetweenthatlevelandoccupancylocatedbthelevelofexitdischarge, e level of exit discharge. tural framework of roofs in Type I or Type IIrypartofthestruc20ft (6.1 m) or more above the floorimmediatebincWdprotectionofthestructuralmembersshallbepermitted, of trusses, roof framing, and decking. mined t Exit Discharge the purpose of this table. a mezzanine is not counted as a level other- occupancy chapter construction tables, tlurranged,based on levels above the level of exit aED). Thus, in a normal building with the level clargeatgrade, the column with the heading "1 ble refers to the second story of the building. in part on the lessons learned from the-Cocoan' light Club fire in Boston (1942), the Code lino fiber of occupants in those assembly occupant, ag buildings not of the highest fire resistive constnes. The Cocoanut Grove fire illustrated the eff combustible structure, combustible interior fin Ehanda multilevel configuration for an assem icy can have on the severity of a and itsfireah ount, The Beverly Hills Supper Club fire'° (19 istrated these consequences. sprtn ers must be provided. I arerestricted. The constructions P*Pnr a ;nV __ t_h rile e based on NFPA 220, Standard on T es o Buildin ypfi8-1.7 _occupant Load. construction. See 6-2.1 and the reL-ttedapp&ndiv nnt, Note that the table deals with the location of the assem- ily occupancy in relation to the f E..it discharge. in ,' 'aTheoccupantloadpermittedinany assembly build- ing, structure, or portion thefeof shall be determined on the basis iius, for example, if the building in question were a five - of the following occupant load factors: tory, Type II(111) building with the level of exit discharge t the first floor, a Class A assembly occupancy would For ease in using this handbook, the verbiage of A-8-1.7:1 epermittedtobelocatedonfloorsonethroughthreeappearsfollowingalldiscussionon8-1.7.1. ' utnotonfloorsfourandfive; Class B or Class C assem- ly occupancies could be located on floors one throu h (al' An assembly area of eoncentra gduse.yvit iout firmed seats, curbutnotonfloorfive. In some of the cases where such as an audi orium place of wnrSnir, rh„o f Igor, discotheque, todagger -shaped symbol appears beside the assembly or d er 7 net sq ft-(0.65 net sq m). ibclassificationletterdesignationinthetable), automatic rinkler protection is required on certain floors of the nilding. The extent of the required sprinkler protection illustrated in Figure 8-2. Assembly7 Sprinklers LED _ h LED dSprinklers xAssembly FFUM 8-2. Extent of required sprinkler protection. In the exam- ple at the left, a new Class A assembly occupancy is located on thefifthfloorofthe8-story Type II(222) building; automatic sprin- klprotectionisrequiredonthefifthstoryassemblyoccupancyorandallfloorsbelowincludingthosebelowgradelevel. In e example at the right, the assembly occupancy is located in the utbbasementtwolevelsbelowtheexitdischargeofthe8-story hype11(222) building; automatic sprinkler protection is required make subbasement assembly occupancy floor, the basement level Wmening between the subbasement and the level of exit dis- hgrge^ and the level o f exit discharge. two primary places within the chapter where auto - sprinkler protection might be required_are _.. mum Construction Requirements," and 8-3.5, guishment Requirements." Each of these sections The terminology one person per 7 net sq ft (0.65 net sq m)means that'"one person is assumed to be present for each 7 sq ft (0.65 sq m tci'hP „ Pa f,Y-Qccupants after deductingSPaCQOCCUPi011-bpejTnap il .tl3zfixed souiiters, par- titions, columns, etc. The 7-sq ft (0.65-sq m) occupant load factor is based on open floor space with_peop orgfortabl . This factor also can be used to estimate t load in a multi- purpose room where portable chairs are placed in rows for meetings, film viewing, or lectures. A" 8'1•( For festival -seating see-8,2,5.2 and Section 3-2. b) An assembly area of less concentrated use, such as a conference, room, dining -room, drinking establishment, exhibit room, gymnasium; or lounge: one person per 15 net sq ft 1.4 net scI m). The terminology one person Per 15 net sq ft (1.4 net sq m) means. that one person is assumed to be Present for each 15 sq ft (1.4 sq m) that is —available for use by occupants. The 15-sq ft (1.4-sq m) occupant load factor is based on a use where a certain amount of space is occupied by fur- niture or where the use requires a lar e amount of space per erson for functiona reasons. An example is a space furnished with tab es an c airs, as in restaurants or con- ference rooms. Gymnasiums are an example of a use that requires space for the occupants to perform their function, i. e., exercising or sport games. c) Bleachers, pews, and similar bench -type seating: one per son per 18.1inear in. (45.7 linear cm). 1994- LIFE SAFETY CODE HANDBOOK 213 i f;11 w., n4 minancies Chapter 8 additional exits of sufficient width to accommodate a minimumofonehalfofthetotaloccupantloadservedbythatlevel. Suchexitsshalldischargeinaccordancewith8-2.7. Such exits shall be located as far apart as practicable and as far from the main entrance/exit as practicable. Such exits shall be accessible from a cross aisle or a side aisle. (See 8-2.3.3.) Exception: In assembly occupancies where there is no well- defined main entrancelexit, exits shall be permitted to be distrib- uted around the perimeter of the building, provided the total exit width furnishes a minimum of 100 percent of the width needed to accommodate the permitted occupant load. A major change to the 1991 edition of the Code was he deletion of the requirement that the "other" exits must accommodate two-thirds of the occupant load, resulting in a 10., percent overdesign. As an "example of the requirements of 8-2.3.4, if an assembly occupancy has an occupant load of 900 persons, the main exit would have to accommodate 450 persons (50 percent). if there were two additional exits, together theywouldhavetoaccommodatetheremaining450persons. 8-2.4* Number of Exits. (See also Section 5-4.) As the concentration or number of people increases ,n an assembly occupancy, the need for simultaneous egress- ing by a sizable group of occupants increases. Therefore, to reduce jamming at doorways (which leads to panic and disorder), more than two exits are needed for large occu- pant loads. Because 8-1.2.2 specifies that assembly use areas with individual occupant loads of fewer than 50 persons are to be classified as part of the occupancy in which they are present, no criteria are given by 8-2.4 for the number andlocationofexitsinassemblyusespacesthatdonotcon- stitute an assembly occupancy. A-&2.4 It is not the intent to require four means of egress fromeachlevelofaClassAassemblyoccupancybuildingwhere, indi- vidually, the floors have occupant loads that fall in the rangeomhl , nccupancies. Exception: Fenced outdoor assembly occupancies in with 8-2.4.4. 2.4.3 EveryClass C assembly_ occupancy. shall have at lea two means of egress -consisting of separate exits or doors lea ing to a corridor or.other spaces that provide access to two se arate and independent exits located in different directions: Exception:. Fenced outdoor assembly occupancies in aceordan with 8-2.4.4. 3- 2.4.4 A fenced outdoor assembly occupancy shall have least two widely separated means of egress from the enc sure. if more than 6,000 persons are to be served by su means of egress, there shall be at least three means of egre if more than 9,000 persons are to be served, there shall at least four means of egress. 8- 2;4,5 Balconies or mezzanines having an occupant load greater than 50 shall be permitted to be served by a single me ofegressandsuchmeansofegressshallbepermitt_ ed to to the floor below. By permitting a single means of egress, relief is pro" forsmallbalconiesandmezzaninesthatdonotaccmodatemorethan50people, such as choir lofts. See the Exception to 8-2.5.1 which limits the common of travel to 75 ft (23 in) from an area with not more 50 occupants. 8.. 2,4.8 Balconies or mezzanines having an occupy ioac c than50butnotgreaterthan100shallhaveatleasttwmeansofegress, but both such means of egress shall`„ mitted to lead to the floor below. These balconies might typically be found in rests orsmalltheaters. The provisions explain that it is i ranttohavetworemotemeansofegress, but becai ants totalle to allow wooccupants does to egress onto he floor t exceed 1009 it sonable to a P Ann nn occupant. wts s led to merg( tenes: ter S. ether c The i in ( x a si ndo rxss must ing r( don; new. r rin rote, ases, Unes tg col Mnsfi the r ecaus an o tht A co, m) id fbr Ic'concerts where the number and density of trolled by architectural or management featut I Access and egress routes shall be ianagement, security, and emergency medicate be able to move without undue hinderance at individual. bn to providing life safety under fire conditi( ments of Chapter 8 address the emergency; ncy movement of people. Because of the pot ress and egress paths to become blocked by js characteristic of many assembly occupan( ant that crowd management, security, and en ical personnel be able to move without un at any time to any individual. The ability to E with an emergency while the problem is sr reclude having to deal with a larger emerge ime. This requirement is intended to facilitate ral access to individuals who are experiencing hergency, especially cardiopulmonary difficull There is a need for rapid medical attention fr sonnet. The requirement also addresses the ni y and law enforcement personnel to get to s) whose behavior is endangering him or her The width of aisle accessways and aisles s fficient egress capacity for the number of pets fated by the catchment area served by the i j or aisle in accordance with 8-2.3.1. Where, Es or aisles converge to form a single path of eg required egress capacity of that path shall nc the combined required capacity of the convey sways and aisles. fers'to the egress capacity -driven width req! 18-2.3. The capacity -related width requirem considered along with other minimum w nts detailed in 8-2.5.9.3. The applicable mini' irement is the larger of the widths estabhslrc ets of requirements. The catchment area served by an -aisle acc the portion of the total space that is naturally accesswav or aisle. Hence, the requirement f 8-7 illustrates how catchment areas would be allot- e case of a theater with four egress doors having nately equal egress capacity. Note that catchment ortionment for normal, nonemergency uses often e use of only some of the available exit access paths s — particularly those provided by the main exit — and might be quite different from the nt area apportionment based on a balanced distri f people in proportion to the egress capacity of indi- Kits. Facility management procedures must allow ifficulties of informing people of and.directing them e available means of egress, especially when nor - familiar routes become blocked in an emergency. that the term required egress capacity is used in I to clarify that the combined required width of the rutes might be smaller than their combined actual specially where the individual widths are wider than iplicable to egress capacity required by the Code. ndths, exceeding Code minimums, might be pro- luntarily to facilitate day-to-day operations. Main entrance/exit Exit 8 Stage This requirement prohibits making any portion of the aisle or aisle accessway narrower than the' minimum width required for any portion of the aisle or aisle accessway if egress travel is possible in two directions. Generally, this pro- hibits aisles and aisle accessways from being hourglass shaped. Where there are two directions of egress travel pos- sible in the aisle or aisle accessway, the width must be kept at least as wide as the required width of any portion to accommodate efficient egress travel that might have to reverse direction because of blockage at one end of.the aisle or aisle accessway. 8-2.5.6.5* Where nonfixed seating is located between a table and an aisle accessway or aisle. the measurement of required clear width of the aisle accessway or aisle shall be made to a line 19 in. (48.8 cm) away from the edge of the table. The 19-in. 48.3-cm) distance shall be measured perpendicularly to the edge of the table. A-8-2.5.6.5.. Figure A-8-2.5.6.5 shows typical measurements involving seating and tables abutting an aisle. Note that, for pur, poses of the means of egress requirements of this Code. seat ing at counters or other furnishings is considered to be the same,_,? as seating at tables Aisle 36 in. Aisle 55 in. 0 91 cm) Min (1 i0 crn) Min Aisle 7=1 in 188 cmj Min V Figure A-8-2.5.6.5 Seating at tables abutting an aisle. Exit c" //`!Exit D Figure A-8-2.5.6.5 illustrates the provisions of 8-2.5.6.5. Plan of a theater showing how catchment areas for This provides guidance on how aisles with movable chairs ss are based on a balanced use of all means of egress, are to be measured. to egress capacity. lose portions of aisle accessways and aisles where 8-2.5.6.6 in the case of side boundaries, other than nonfixed seating at tables, for aisle accessways or aisles, the clear widthssibleineitheroftwodirections-shall-be_uniform-in.__ __ _