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REVISIONS BY
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<br />REVIEW DATE Lj__2
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<br />CITY OF ZEPHYRHILLS
<br />FIRE AND LIFE SAFETY EXAMINE
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<br />IBUILOM COD E INFORMATIONMEX OF 0RAWIWG5
<br />1. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE "FLORIDA BUILDING 15. THE EXISTING FACILITY IS ACCOMMODATED WITH A FIRE SPRINKLER SYSTEM. ANY AND ALL AF`PLICA5LE CODES AND STANDARDS INTERIOR FINISHES
<br />CODE," "FLORIDA PLUMBING CODE," "FLORIDA MECHANICAL CODE," "NATIONAL ELECTRIC INSTALLATIONS, CHAFES, ADDITIONS, RELOCATIONS, IMPROVEMENTS AND/OR TI TITLE SWEET°-°
<br />CODE," AND ALL OTHER APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND MODIFICATIONS TO THE FIRE SPRINKLER SYSTEM NECESSITATED BY THE WORK IN THIS _ THE FLORIDA BUILDING CODE: SEVENTH EDITION (2020) OR IL FINISW
<br />ORDINANCES, AND ALL AUTHORITIES HAVING LOCAL JURISDICTION. PERMIT SHALL BE DONE AS PER NFPA-13 2001 EDITION, BY A LICENSED FIRE SPRINKLER • ACCESSIBILITY GNU[ TS BY Y - T J1 , 18T ITI FLOOR
<br />CONTRACTOR WITH SEPARATE PERMIT AND PLANS. - BUILDING SECTION • BUILDINCx DZ E>cIBT LlTI IL
<br />2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE ` GROUP: ASSEMBLY GROUP A-2
<br />SYMBOL ENERGY CONSERVATION
<br />CURRENT EDITION OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" 16. THE EXISTING FACILITY IS ACCOMMODATED WITH A FIRE ALARM SYSTEM. ANY AND ALL • MSTINs BUILDING INTERIOR EXIT STAIRWAYS, INTERIOR 03a EXISTING;/DEtIOLITION EXTERJOR ELEVATIONS
<br />AIA DOCUMENT A201. INSTALLATIONS, CHANGES, ADDITION, RELOCATIONS, IMPROVEMENTS AND/OR MODIFICATIONS CLASS B
<br />FUEL GAs EXIT RAMPS, AND EXIT PASSAGEWAYS 03b EXIST 4
<br />ITION ELEVATIONS
<br />S
<br />TO THE FIRE ALARM SYSTEM SHALL BE DONE AS PER NFPA-'12 2001 EDITION, BY A +MECHANICAL IT F SU N S AN O I CORRDRp ENCLOSURE OR EX 3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF LICENSED FIRE ALARM CONTRACTOR WITH SEPARATE PERMIT AND PLANS. • FL.U15Nta CLASS B
<br />ANY MATERIALS, EQUIPMENT, OR DESIGN FEATURES WHICH HE BELIEVES TO BE INADEQUATE • TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES ACCESS STAIRWAYS AND EXIT ACCESS RAMPS ASI SITE MAN
<br />OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, OR RULES AND REGULATIONS OF THE 11. ALL FIRE PROTECTION SYSTEMS SHALL REMAIN IN SERVICE DURING CONSTRUCTION AT ALL Z / AILS
<br />AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF ANY NECESSARY ITEMS OR TIMES. -- WALL SECTION SYMBOL FLORIDA F►12E PREVENTION CODE: SEVENTH EDITION ROOMS AND ENCLOSED SPACES CLASS C
<br />WORK OMITTED FROM THE DRAWINGS. *PA 101: LIFE SAFETY CODE FLORIDA 2018 EDITION L I LIFE &4FETY PLAN
<br />4, ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN, EXPERIENCED IN THE WORK NFPA 10: NATIONAL ELECTRICAL CODE 2011 EDITION
<br />OF THEIR TRADE, TO ENSURE FIRST CLASS WORKMANSHIP. ANY U OW NOT EQUAL TO BEST Ala FLOOR MAN
<br />TRADE STANDARDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST. Q� (ON NOTE* 2010 ADA STANDARDS FOR ACCESSIBLE DEEM Ab DR1ENSIONED FLOOR PLAN
<br />SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE UNSATISFACTORY WORK, S ® _ A i I T LOADING
<br />THE CONTRACTOR MAY REMOVE AND REPLACE IT, AND CHARGE THE COST TO THE DETAIL SYMBOL FLORIDA ADMINISTRATIVE CODE AND FLORIDA STATE STATUTE 2 (FAC b9A-b0DM AIc W,,1LAf%56P TOILET PLAN AND NTMOR
<br />SUBCONTRACTOR 1. INTERIOR FIN15H MATERIALS APPLIED TO WALL AND CEILING SHALL BE IN ACCORDANCE USE AND OCCUF`AWY CLASIBIFICATION MR NFPA 101 TA15LE 13.12 ELEVATIONS
<br />5. IT 15 THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION WITH ASTM E84. ALL FINISH MATERIALS SHALL MEET A CLASS "B" INTERIOR FINISH RATING REFER TO ET LS.I A 101 CALCS. IL
<br />ING PLAN
<br />PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING IN EXIT AND EXIT ACCESS AREA. CLASS "C" ELSEWHERE. THE SMOKE DENSITY RATING OF FBG CHAPTER 3 -SECTION 304: GROUP 'A-2' -ASSEMBLY
<br />AND ITS COMPONENT PARTS DURING CONSTRUCTION, THIS INCLUDES, BUT IS NOT LIMITED TO, FINISH MATERIALS SHALL BE NO GREATER THAN 450. INTERIOR FLOOR FINISHES SHALL CLASSIFICATION OF WORl< Ma EDCTMIOR ELEVATIONS
<br />THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT MAY BE MEET ALL REQUIREMENTS OF SECTION 804 FBG. SEE TABLE 803.5 FOR FOOTNOTES. - IELEVATIONS
<br />FEBG EXISTING BUILDING SECTION 505 -ALTERATION LEVEL 3
<br />NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF - DETAIL SYMBOL Aba UALL SECTIONSDETAILS
<br />THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 2. ALL EXIT DOORS SHALL BE OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A �""► I I TS AND A (EXIST )
<br />KEY, TOOL, 51-ECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR FBC TAME 1004.12 OCCUPANT LOADING SECTIONS AM DETAILS
<br />ro. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR SURFACE BOLTS SHALL NOT BE USED. TABLES 5043, 504A, 5062 MAX ALLOWED PROVIDED Aba DOOR SCMDULE AND DETAILS
<br />DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS Per, TABLE 1004,12 - MAXIMILIM FLOOR AJREA ALLOWANCE PER OCCUPANT A&b WINDOW SC44MULE AND DETAILS
<br />SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL 3• ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE 15 LESS THAN 60 TOTAL BUILDING AREA 24000 S/F 6010 5/1= Ala NTERIOR ELEVATIONS
<br />NON CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE GENERAL INCHES ABOVE THE FLOOR AND GLASS BELOW 18" AFF. AND ALL GLAZING IN DOORS BUILDING HEIGHT 40'-0" 23'-I" FIXED
<br />CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER SHALL BE SAFETY GLASS, TEMPERED GLASS OR ACRYLIC PLASTIC SHEET. PER 0 -0 FF.E. ELEVATION MAW BUILDING IN ea F1; FM 000PAM lb INTERIOR ELEVATIONS
<br />F5C-2011, CHAPTER 24. TOP OF SLAB NUMBER OF STORIES I I ATING OCCUPMT Ale INTERIOR ELEVATIONS AIL
<br />1. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS. Ald NTERIOR ELEVATIONS
<br />4. OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 21" AND 80" a TOTALS IRMECT AREA MODIFICATION AS FOLL BOOTH SEATIWs - DINIWs 1130 -- 1130
<br />8. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS. ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, FRONTAGE INCREASE MR F5C 5063 ■ 0
<br />COMPLETE SETS OF DOCUMENTS SHALL NOT BE BROKEN UP FOR BID PURPOSES. SUCH CORRIDORS, PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED AT OR BELOW 21" ABOVE INTERIOR ELEVATION IPI FINII PULE
<br />ACTION MAY RESULT IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK TO FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT. FREE STANDING OBJECTS MOUNTED -/ MARK CHAIRS - DINING / BAR 121 -- 121
<br />BE PERFORMED. ON POST OR PYLONS MAY OVERHANG 12". PROTRUDING OBJECTS SHALL NOT REDUCE THE
<br />CLEAR WIDTH of AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. - KEYED DRAWING NOTES rnCIEg g Ti (EXISTING) ENTRY - 110 -- 1 5F 25 ' E I FLOOR PLAN AND SC+W"
<br />S. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD INSPECT TYPE OF CONSTRUCTION - V-B SPRINKLERED, UNPROTECTED
<br />THE PROJECT 517E PRIOR TO THE PREPARATION AND SUBMITTAL OF HIS BID. THIS 5. PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES AT LOCATIONS INCLUDING, BUT NOT SALES / SERVICE /KITCHEN - 2,161 _- 100 SF 28 NI A I C I TI
<br />INSPECTION 15 REQUIRED SO THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR WITH LIMITED TO, WALL MOUNTED CABINETRY, FIRE EXTINGUISHER CABINETS, TOILET TABLE 601 - FIRE RESISTANCE RATWs FOR BUILDING ELEMENTSN2 A j CIFICATI N
<br />THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION AS DEFINED ACCESSORIES, GRAB BARS, WALL 5TOPS, ETC- 18GA. GALV. FLAT METAL MAY BE USED IN DOOR NUMBER SYMBOL ILD ELEMENT 011 D ADED TOTAL 364 T? 7
<br />(N THESE CONSTRUCTION DOCUMENTS. LOCATIONS APPROVED BY ARCHITECT. o
<br />PRIMARY STRUCTURAL FRAME 0 HR 0 HR I ATI AILS
<br />10. UNLESS OTHERWISE SPECIFIED, THE G.C. SHALL FURNISH A WRITTEN GUARANTEE FOR ALL 6. SiGNAGE SHALL BE PROVIDED A5 REQUIRED AND AS STATED IN THE AGCE5515ILITY BEARING WALLS -EXTERIOR 0 HR 0 HR SZ FRAMNG PLAN AND DETAILS
<br />O o
<br />LUORK (EQUIPMENT, MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN SAID WORK FOR A CODE FOR BUILDING CONSTRUCTION FBC (2011) 51XTH EDITION. 000 ROOM NUMBER SYMBOL 83d STf%JCTLIRAL SPECIFIC.ATIONS
<br />PERIOD OF ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, WITH ALL BEARING WALLS - INTERIOR 0 HR 0 HR 6310 STIR-LICTI.IRAL SMCIFICATIONSu u
<br />APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL COST TO THE OWNER 1. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SHOWN IN THESE DOCUMENTS NONBEARING WALLS 0 HR 0 HR
<br />OR A5 OTHERWISE DIRECTED BY THE LOCAL FIRE MARSHAL. AND PARTITIONS - EXTERIOR , P O iL IT SHALL BE THE RESPONSIBILITY OF THE G.C. AND/OR CONTRACTORS TO COMPLY WITH ALL WINDOW SYMBOL NONBEARING WALLS ME OF SS 1 D 1/1DED MLMING MAN
<br />O
<br />THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF IS10 BY THE U.S. AND PARTITIONS -INTERIOR 0 HR 0 HR S IT 7
<br />DEPARTMENT OF LABOR, AND REQUIRE ALL ITS SUBCONTRACTORS AND EMPLOYEES TO P3 WEIR AND GAS MAN
<br />COMPLY WITH THIS LAW, AND ANY RELATED STATE OR LOCAL LAWS.PROAECOFLOOR CONSTRUCTION AND 0 HR 0 HR EGRE55 WIDTH PER PERSON 02" x 334 = 61" 116" P4 PLUM15WS DETAILS, FIXTURE
<br />12. THE DATA GIVEN HEREIN AND ON THE DRAWINGS 15 AS EXACT AS COULD BE SECURED. SECONDARY MEMBERS TABLE 10053.2 FBC
<br />AND RISERS
<br />THEIR ABSOLUTE ACCURACY 15 NOT GUARANTEED, AND THE G.G. SHALL OBTAIN EXACT REVISION ROOF CONSTRUCTION AND L
<br />LOCATIONS, MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL SATISFACTORILY ADAPT THE FOLLOWING CONSTRUCTION DOCUMENTS DEPICT RENOVATIONS AND AN ADDITION TO AN 0 HR 0 HR
<br />EXISTING SONNY'S RESTAURANT. SCOPE OF WORIK INCLUDES EXTERIOR FACADE UPGRADE, SECONDARY MEMBERS MINIMUM CLEAR EXIT DOOR OPENING
<br />PEX
<br />HIS WOTO THE ACTUAL CONDITIONS OF THE BUILDING. p0 NOT SCALE PRINTS. VERIFY 32" > 32" I `�
<br />ALL DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WORK. DINING ROOM ADDITION AND INTERIOR RENOVATIONS OF THE EXISTING DINING, KITCHEN AND T E 6lA2 - FIB RESISTANCE RATING EXTERIOR WALLS TABLE 1010.1.1 FBC I O I N
<br />ENTRY AREA. BEARING AND NON
<br />13, THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN BASED ON FIRE SEPARATION DISTANCEMAXIMUM COMMON PATH OF TRAVEL 15 FT <15 FT EXHAUST P AILS .0 O
<br />ANYWAY BY THE CONTRACTOR OR THE OWNER ALTERATIONS SHALL BE MADE ONLY BY THE TABLE 10062.1 FBC El ELECTRICAL.CIF ATIOI�IS > rr�
<br />ARCHITECT OF RECORD. Ft SEPARATION DISTANCESG AI D SIDED E2 E L 5 c
<br />14. PROVIDE WARNING SIGNS AT ALL AREAS THAT WILL HAVE LIQUEFIED CARBON DIOXIDE 2211IC> AlLESS THAN 5'-0" i HR 1 HR EXIT ACCESS TRAVEL DISTANCE 200 FT <200 FT E3 EL 0 ®J�
<br />SYSTEMS, A5 PER NFPA-55:1323, 2013 EDITION. FROM 5'-0" TO 10'-0" 1 HR 1 HR TABLE 10112 FBC E4 I ° L m U
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<br />WALL TYPES MINIMUM CORRIDOR WIDTH FIXTLIRE AND
<br />P NAILS ES N = to 0.
<br />FROM 10'-0" TO 30'-0" 0 HR N/A TABLE 1020.2 FBC 44 > 44 ES
<br />GREATER THAN 30'-0" 0 HR 0 HR DI 0 �... to Aa
<br />MAXIMUM DEAD END CORRIDOR LENGTH =�-
<br />KEY PLAN 20 FT < 20 FT D ® -C
<br />L SECTION 5YMBOL FIRECTi MATURES (EXISTING1 TABLE 1020.4 FBC tto C
<br />ASSEMBLY FIRE RATINGS REQUIRED PROADED C
<br />MINIMUM NUMBER OF EXITS
<br />CATEGORY SUB -CATEGORY PRODUCT MANUFACTURER MODEL, NUMBER OR NAME DESCRIPTION PRODUCT FIRE WALL - 106J AND TABLE 1064 N/A _ TABLE 10062, 10063.1 FBG 2 4 0
<br />APPROVAL NO. ,.. TI V)
<br />SHAFT AND EXIT ENCLOSURES - 113.4 / 1020.1 N/A ENTRY DODR 1 x 68" = 68"
<br />SINGLE PLY ROOF FIRESTONE BUILDING SELF -ADHERING THERMOPLASTIC LESS THAN 4 STORIES
<br />ROOFING SYSTEM PRODUCTS COMPANY, LLC. ULTRAPLY TPO SINGLE PLY ROOF SYSTEMS POLYOLEFIN FL 16123-R5 EXIT DOOR 1 x 34" = 34" (ID
<br />OCCUPANCY SEPARATION - 1013.9 / 508 i HR - NUMBER AND 51ZE OF EXIT DOOR 1 x 34" = 34"
<br />ROOFING METAL ROOFING BERRIDGE MANUFACTURING CO. DOUBLE -RIB PANEL 24 GAUGE STEEL 5V STYLE ROOF PANEL, 24" FL 11422-RI TENANT SEPARATION - 108.1 1 HR _ EXITS EXIT ®OOR 1 x 40" = 40" Date: C1J. 1 %. 21
<br />WIDTH, ATTACH TO WORD DECK TOTAL 116
<br />61" " r .,5
<br />ATLAS PROOFING EXIT PASSAaUI)AY - 1013.4 / 10243 N/A
<br />ROOFING UNDERLAYMENT CORPORATION ATLAS UNDERLAYMENTS TYPE Iv, 043 BASE SHEET FL 11322-R1 Scale: AS NOTED
<br />HORIZONTAL EXIT - 1013.5 110261 N/A - -
<br />'Oftm" Newsom
<br />EXTERIOR 5WINGING EXTERIOR CAL -ROYAL DIGS SERIES 1800 HOLLOW METAL DOOR AND FRAME FL 13624-RS SINGLE OCCUPANCY FIRE AREA - 1013.10 N/A - ° PROJECT Project Mgr: DC
<br />DOORS DOOR SYSTEM SITE
<br />CORRIDORS (OCCUPANT LOAD LESS THAN 30) - zppr,yPh,sss
<br />1020.1 (SPRINKL-ERED) N/A
<br />EXTERIOR SWINGING EXTERIOR YKK AP AMERICA 35 D 35 D ALUMINUM ENTRANCE DOORS FL 12SW-R2 A I _C`'✓!.L_ It_81 J Drawn: DD
<br />DOORS DOOR SYSTEM OLIVERI ARCHITECTS MDCI FLORIDA, INC.
<br />PANEL 32101 U.S. HWY.19 405 2ND STREET SOUTH - SUITE B Job: 21-01 S
<br />WALLS STOREFRONTS YKK AP AMERICA YHS 45 F1 ALUMINUM STOREFRONT SYSTEM FL 12926-R2 PALM HARBOR, FLORIDA 34684 SAFETY HARBOR, FLORIDA 34695
<br />121-181-1525 1216980398
<br />WALL JAMES HARDIE BUILDING
<br />PANELS SIDING PRODUCTS, INC. ARTISAN LAP SIDING 5/8„ THICK FIBER CEMENT LAP BINDING FL I0411-iRs Sheet
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<br />WALL LAP SIDING BOARDS WRDITHS 5-1/4" UP 70 12, ALL MDGI FLORIDA, INC. ELECTRICAL CONSULTING t DESIGN, INC. b,a;fe °"
<br />PANELS SIDING MCHIHA USA, INC. NICHIBOARRD PLANK FL 12055-R9
<br />Zephyriia415
<br />BOARDS ARE 12' IN LENGHT d 5/16" IN THICKNESS 405 2ND STREET SOUTH - SUITE B 235 CENTRAL AVENUE - SUITE C n� n:srr
<br />SAFETY HARBOR, FLORIDA 34695 ST. PETERSBURRG, FLORIDA 33101 eves, T1
<br />1216980398 1212896215 -
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