Plan Review Details - Permit 19040126
Plan Review Stops For Permit 19040126
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2019-08-08 Cont ID  
Sent By rmcdouga Date 2019-08-08 Time 16:10 Rev Time 0.00
Received By rmcdouga Date 2019-08-07 Time 18:25 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2019-07-24 Cont ID  
Sent By rmcdouga Date 2019-07-24 Time 17:24 Rev Time 0.00
Received By rmcdouga Date 2019-07-24 Time 13:16 Sent To  
Notes
2019-07-24 09:42:34PLAN
 REVIEW COMMENTS
 1500 ELIZABETH AVE. SUITE A
 LEVEL 3 ALTERATION
 CHANGE OF OCCUPANCY (S-2 TO B)
 FLOOD ZONE "AE", BFE 12.1' NAVD
  
 2ND REVIEW: FBC SIXTH EDITION (2017)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) NOT COMPLIED. THE ELEVATION CERTIFICATE THAT WAS
 SUBMITTED IS NOT ACCEPTABLE. SUBMIT AN ELECTRONIC
 ELEVATION CERTIFICATE THAT HAS BEEN DIGITALLY SIGNED BY
 THE SURVEYOR OR A PAPER ONE WITH THE SURVEYOR'S
 ORIGINAL HANDWRITTEN SIGNATURE.
 THE PROJECT IS LOCATED IN A SPECIAL FLOOD HAZARD AREA.
 BASED ON THE PBC PROPERTY APPRAISER'S IMPROVEMENT VALUE
 ($456,220.00) OF THE BUILDING, THE COST OF THE PROPOSED
 WORK ($835,735.00) EXCEEDS 50 PERCENT OF THE MARKET
 VALUE OF THE STRUCTURE AND IS A SUBSTANTIAL
 IMPROVEMENT. THEREFORE, THE RENOVATED BUILDING IS
 REQUIRED TO COMPLY WITH THE CURRENT CITY FLOOD
 ORDINANCE. THE LOWEST FLOOR ELEVATION AND ANY EQUIPMENT
 SERVICING THE BUILDING IS REQUIRED TO BE AT OR ABOVE
 12.1' + 2' FREE BOARD= 14.1" NAVD 88. BECAUSE THIS IS A
 COMMERCIAL BUILDING, IT CAN BE DRY FLOODPROOFED. SEE
 FEMA PUBLICATION FEMA P-758. FBC 1612.1
  
 2) NOT COMPLIED. THE ENERGY CODE COMPLIANCE FORM THAT
 WAS SUBMITTED IS NOT ACCEPTABLE. SUBMIT AN ENERGY CODE
 COMPLIANCE FORM THAT HAS BEEN DIGITALLY SIGNED BY THE
 SURVEYOR OR A PAPER ONE WITH THE ENGINEER'S ORIGINAL
 HANDWRITTEN SIGNATURE. SUBMIT THE REQUIRED DOCUMENTS TO
 SHOW COMPLIANCE WITH FBC ENERGY CONSERVATION C401.2.
  
 3) NOT COMPLIED. PROVIDE A SURVEY OF THE PROPERTY TO
 CLARIFY THE ORIENTATION OF THE STRUCTURE AND VERIFY
 DISTANCES TO LOT LINES. FBC 107.2
  
 4) COMPLIED.
  
 5) NOT COMPLIED. THE UPLOADED PLAN SHEETS FOR S-1 AND
 S-2 ARE INCORRECTLY LABELED IN PROJECT DOX. THE PLANS
 ARE THE REVERSE OF THEIR PROJECT DOX TITLES. THE
 FOUNDATION PLAN ON THE ACTUAL PLAN SHEET S-1 IS NOT
 ORIENTED WITH THE COMPASS ROSE.
 ON SHEET S-1 THE COMPASS ROSE DOES NOT APPEAR TO BE
 ACCURATE. THE FRONT OF THE BUILDING FACES WEST AND ON
 SHEET S-1 IT IS INDICATED AS FACING SOUTH. FBC 107.2.1
  
 6) NOT COMPLIED. I MADE A MISTAKE AND TYPED IN THE
 WRONG PLAN SHEET. THE ELEVATIONS THAT NEED CORRECTIONS
 ARE ON SHEET A-3.0.1
 THE ELEVATIONS ON SHEET SP-1.0.0 APPEAR TO BE REVERSED.
 THE WEST ELEVATION SHOULD BE THE FRONT OF THE BUILDING
 WHICH FACES TOWARDS ELIZABETH AVE. FBC 107.2.1
  
 7) COMPLIED.
  
 8) COMPLIED.
  
 9) COMPLIED.
  
 10) COMPLIED.
  
 11) NOT COMPLIED. THE COMMON PATH OF TRAVEL IS SHOWN
 STARTING IN THE HALL. IT SHOULD START IN STUDIO 21 AT
 THE SAME PLACE THE TRAVEL DISTANCE STARTS. THIS WILL
 ADD APPROXIMATELY 17' TO THE 40'-4" THAT IS SHOWN.
 THE COMMON PATH OF TRAVEL IS NOT SHOWN CORRECTLY ON THE
 LIFE SAFETY PLAN. FBC 107.2 & CHAPTER 2 DEFINITIONS
 COMMON PATH OF EGRESS TRAVEL. THAT PORTION OF THE EXIT
 ACCESS TRAVEL DISTANCE MEASURED FROM THE MOST REMOTE
 POINT WITHIN A STORY TO THAT POINT WHERE THE OCCUPANTS
 HAVE SEPARATE AND DISTINCT ACCESS TO TWO EXITS OR EXIT
 ACCESS DOORWAYS.
  
 12) WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A
 RESPONSE LETTER ADDRESSING EACH ITEM ALONG WITH THE
 CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 13) NEW COMMENT. WITHOUT THE SURVEY REQUESTED IN
 COMMENT NUMBER 3, IT IS NOT POSSIBLE FOR ME TO
 DETERMINE THAT THE REAR EXIT DISCHARGE PROVIDES A
 DIRECT AND UNOBSTRUCTED ACCESS TO A PUBLIC WAY AS
 REQUIRED BY FBC 1028.5. INDICATE HOW COMPLIANCE WILL BE
 ACHIEVED.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2019-05-20 Cont ID  
Sent By rmcdouga Date 2019-05-20 Time 18:07 Rev Time 0.00
Received By rmcdouga Date 2019-05-20 Time 09:28 Sent To  
Notes
2019-05-20 14:45:48PLAN
 REVIEW COMMENTS
 1500 ELIZABETH AVE. SUITE A
 LEVEL 3 ALTERATION
 CHANGE OF OCCUPANCY (S-2 TO B)
 FLOOD ZONE "AE", BFE 12.1' NAVD
  
 1ST REVIEW: FBC SIXTH EDITION (2017)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THE PROJECT IS LOCATED IN A SPECIAL FLOOD HAZARD
 AREA. BASED ON THEPBC PROPERTY APPRAISER'S IMPROVEMENT
 VALUE ($456,220.00) OF THE BUILDING, THE COST OF THE
 PROPOSED WORK ($835,735.00) EXCEEDS 50 PERCENT OF THE
 MARKET VALUE OF THE STRUCTURE AND IS A SUBSTANTIAL
 IMPROVEMENT. THEREFORE, THE RENOVATED BUILDING IS
 REQUIRED TO COMPLY WITH THE CURRENT CITY FLOOD
 ORDINANCE. THE LOWEST FLOOR ELEVATION AND ANY EQUIPMENT
 SERVICING THE BULDING IS REQUIRED TO BE AT OR ABOVE
 12.1' + 2' FREE BOARD= 14.1" NAVD 88. BECASE THIS IS A
 COMMERCIAL BUILDING, IT CAN BE DRY FLOODPROOFED. SEE
 FEMA PUBLICATION FEMA P-758. FBC 1612.1
  
 2) SUBMIT THE REQUIRED DOCUMENTS TO SHOW COMPLIANCE
 WITH FBC ENERGY CONSERVATION C401.2.
  
 3) PROVIDE A SURVEY OF THE PROPERTY TO CLARIFY THE
 ORIENTATION OF THE STRUCTURE AND VERIFY DISTANCES TO
 LOT LINES. FBC 107.2
  
 4) PROVIDE A COMPASS ROSE ON THE FLOOR PLAN A-1.1 TO
 SHOW THE ORIENTATION OF THE BUILDING. FBC 107.2
  
 5) ON SHEET S-1 THE COMPASS ROSE DOES NOT APPEAR TO BE
 ACCURATE. THE FRONT OF THE BUILDING FACES WEST AND ON
 SHEET S-1 IT IS INDICATED AS FACING SOUTH. FBC 107.2.1
  
 6) THE ELEVATIONS ON SHEET SP-1.0.0 APPEAR TO BE
 REVERSED. THE WEST ELEVATION SHOULD BE THE FRONT OF THE
 BUILDING WHICH FACES TOWARDS ELIZABETH AVE. FBC 107.2.1
  
 7) PROVIDE THE DIMENSIONS FOR THE ACCESSIBLE RAMP AND
 LANDING ON THE PLANS. FBC ACCESSIBILITY 405
  
 8) KEYNOTE 2 ON SHEET A-1.1 SPECIFIES NEW ALUMINUM
 RAILING AT 36" ABOVE FINISH FLOOR. FBC 1015.3 REQUIRES
 42" FOR GUARDS AND FBC 1014.2 REQUIRES 34" TO 36" FOR
 HANDRAILS.
  
 9) FBC 405.7 REQUIRES THE LANDINGS AT RAMPS TO BE A
 CLEAR LENGTH OF 60" LONG MINIMUM.
  
 10) SOME OF THESE ITEMS WERE NOT PROVIDED OR WERE SHOWN
 INCORRECTLY ON THE LIFE SAFETY PLANS.
 THE LIFE SAFETY PLANS NEED TO SHOW THE FOLLOWING:
 A) NUMBER OF OCCUPANTS IN EACH AREA FBC 1004.1
 B) CUMULATIVE OCCUPANT LOADS FBC 1004.1.1
 C) EXIT SEPARATION DISTANCE FBC 1015.2.1
 D) COMMON PATH OF EGRESS TRAVEL DISTANCE FBC 1014.3
 E) EXIT ACCESS TRAVEL DISTANCE FBC 1016.3
 F) CLEAR WIDTH OF THE EXIT OR EXIT ACCESS DOORS FBC
 1008.1.1
 G) CAPACITY OF EGRESS DOORS, OCCUPANT LOAD SERVED AND
 MEANS OF EGRESS FACTOR FBC1005.3.2
 H) DISTRIBUTION OF EGRESS CAPACITY FBC1005.5
  
 11) THE COMMON PATH OF TRAVEL IS NOT SHOWN CORRECTLY ON
 THE LIFE SAFETY PLAN. FBC 107.2 & CHAPTER 2 DEFINITIONS
 COMMON PATH OF EGRESS TRAVEL. THAT PORTION OF THE EXIT
 ACCESS TRAVEL DISTANCE MEASURED FROM THE MOST REMOTE
 POINT WITHIN A STORY TO THAT POINT WHERE THE OCCUPANTS
 HAVE SEPARATE AND DISTINCT ACCESS TO TWO EXITS OR EXIT
 ACCESS DOORWAYS.
  
 12) WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A
 RESPONSE LETTER ADDRESSING EACH ITEM ALONG WITH THE
 CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2019-08-08 Cont ID  
Sent By jleahy Date 2019-08-08 Time 09:32 Rev Time 0.00
Received By jleahy Date 2019-08-08 Time 09:32 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2019-07-18 Cont ID  
Sent By jleahy Date 2019-07-18 Time 16:01 Rev Time 0.00
Received By jleahy Date 2019-07-18 Time 16:01 Sent To  
Notes
2019-07-18 16:02:49NEEDS TO BE SIGNED JLEAHY
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2019-05-06 Cont ID  
Sent By jleahy Date 2019-05-06 Time 11:42 Rev Time 0.00
Received By jleahy Date 2019-05-06 Time 11:42 Sent To  
Notes
2019-05-06 11:57:49FLORIDA BUILDING CODE 2017 6TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 6TH ED
 NFPA 70 2014 EDITION
  
 JAKE LEAHY
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
  
 PG.E1.1
  
 AIC RATING FOR SERVICE SHOW CALCULATION.
  
 110.24 AVAILABLE FAULT CURRENT
 ( A) FIELD MARKING. SERVICE EQUIPMENT IN OTHER THAN
 DWELLING
 UNITS SHALL BE LEGIBLY MARKED IN THE FIELD WITH THE
 MAXIMUM
 AVAILABLE FAULT CURRENT. THE FIELD MARKING(S) SHALL
 INCLUDE THE DATE
 THE FAULT-CURRENT CALCULATION WAS PERFORMED AND BE OF
 SUFFICIENT
 DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED.
  
 SWITCHGEAR TO CONTAIN ARC FLASH INFORMATION AND LABELS
 110.16 ARC-FLASH HAZARD WARNING
 ELECTRICAL EQUIPMENT, SUCH AS SWITCHBOARDS, SWITCHGEAR,
 PANELBOARDS,
 INDUSTRIAL CONTROL PANELS, METER SOCKET ENCLOSURES,
 AND MOTOR CONTROL CENTERS, THAT ARE IN OTHER THAN
 DWELLING UNITS,
 AND ARE LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT,
 SERVICING, OR
 MAINTENANCE WHILE ENERGIZED, SHALL BE FIELD OR FACTORY
 MARKED
 TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARC
 FLASH HAZARDS.
 THE MARKING SHALL MEET THE REQUIREMENTS IN 110.21(B)
 AND
 SHALL BE LOCATED SO AS TO BE CLEARLY VISIBLE TO
 QUALIFIED PERSONS
 BEFORE EXAMINATION, ADJUSTMENT, SERVICING, OR
 MAINTENANCE OF
 THE EQUIPMENT.
  
  
 PG.E1.2
  
 ALL OUTLETS WITHIN 6' OF A SINK TO BE GFCI RPOTECTED.
  
 210.8 GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION
 FOR PERSONNEL
 (B) OTHER THAN DWELLING UNITS. ALL 125-VOLT,
 SINGLE-PHASE,
 15- AND 20-AMPERE RECEPTACLES INSTA LLED IN THE
 LOCATIONS SPECIFIED
 IN 210.8(B)(1) THROUGH (8) SHALL HAVE GROUND-FAULT
 CIRCUITINTERRUPTER
 PROTECTION FOR PERSONNEL.
 (5) SINKS ? WHERE RECEPTACLES ARE INSTALLED WITHIN 1.8
 M (6 FT)
 OF THE OUTSIDE EDGE OF THE SINK.
  
 ALL LOW VOLTAGE WORK TO BE PERMITTED SEPARATELY.
 CCTV
  
  
 PG. E1.4
  
 EACH ROOM HAS A BLACK SQUARE WHAT DOES THIS STAND FOR?
 SYMBOL
  
 PROVIDE INTERIOR LIGHTING CALCULATION SHOWING
 COMPLIANCE WITH THE FBC ENERGY CODE. FBC CE 405.5
  
 PROVIDE THE ADDITIONAL LIGHTING CONTROLS STIPULATED IN
 THE FBC ENERGY CODE. MANY AREAS DO NOT SHOW THE
 OCCUPANCY SENSORS REQUIRED. FBC CE 405.2.2, 405.2.2.2
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2019-08-08 Cont ID  
Sent By pleduc Date 2019-08-08 Time   Rev Time 0.00
Received By pleduc Date 2019-08-08 Time 09:09 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2019-06-19 Cont ID  
Sent By pleduc Date 2019-06-19 Time   Rev Time 0.00
Received By pleduc Date 2019-06-19 Time 12:36 Sent To  
Notes
2019-06-19 12:56:472ND REVIEW COMMENTS
  
  
 THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 SOME OF THE PREVIOUS COMMENTS WERE NOT ADDRESSED AND
 ARE BEING RESTATED BELOW:
  
  
 1) SHEET ALS 1.1 - THERE IS AN INDICATION THAT THIS
 PROJECT WILL BE FIRE SPRINKLERED. THERE IS NOT AN
 INDICATION OF AN EXISTING SYSTEM.
  
 HOWEVER, THERE IS A NOTE INDICATING THAT THERE IS A
 FIRE MAIN STUB IN THE SPACE. THIS IS A NEW SYSTEM
 INSTALLATION AND REQUIRES 61G DOCUMENTS FOR THE EOR PER
 F.A.C.
  
 NEW COMMENT: FIRE SPRINKLER DOCUMENTS PER THE F.A.C.
 SHALL BE SUBMITTED WITH THIS MASTER PERMIT. SHOP
 DRAWINGS SHALL BE SUBMITTED UNDER SEPARATE PERMIT BASED
 OFF OF THE EOR REQUIREMENTS PER THE F.A.C. WITH THIS
 MASTER PERMIT.
  
 PER FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004,
 FIRE PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS.
  
 61G15-30.003 MINIMUM REQUIREMENTS FOR ENGINEERING
 DOCUMENTS.
 (1) ENGINEERING DOCUMENTS ARE PREPARED IN THE COURSE OF
 PERFORMING ENGINEERING SERVICES. WHEN PREPARED FOR
 INCLUSION WITH AN APPLICATION FOR A GENERAL BUILDING
 PERMIT, THE DOCUMENTS SHALL MEET ALL ENGINEER?S
 RESPONSIBILITY RULES, SET FORTH IN CHAPTERS 61G15-31,
 61G15-32, 61G15-33, AND 61G15-34, F.A.C., AND BE OF
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
 EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT
 WILL CONFORM TO THE PROVISIONS OF THE FLORIDA BUILDING
 CODE, ADOPTED IN SECTION 553.73, F.S., AND APPLICABLE
 LAWS, ORDINANCES, RULES AND REGULATIONS, AS DETERMINED
 BY THE AHJ. THE DOCUMENTS SHALL INCLUDE:
 (A) INFORMATION THAT PROVIDES MATERIAL SPECIFICATIONS
 REQUIRED FOR THE SAFE OPERATION OF THE SYSTEM THAT IS A
 RESULT OF ENGINEERING CALCULATIONS, KNOWLEDGE AND
 EXPERIENCE.
 (B) LIST FEDERAL, STATE, MUNICIPAL, AND COUNTY
 STANDARDS, CODES, ORDINANCES, LAWS, AND RULES, WITH
 THEIR EFFECTIVE DATES, THAT THE ENGINEERING DOCUMENTS
 ARE INTENDED TO CONFORM TO.
 (C) INFORMATION, AS DETERMINED BY THE ENGINEER OF
 RECORD, NEEDED FOR THE SAFE AND EFFICIENT OPERATION OF
 THE SYSTEM.
 (D) LIST ENGINEERING DESIGN CRITERIA; REFERENCE PROJECT
 SPECIFIC STUDIES, REPORTS, AND DELEGATED ENGINEERING
 DOCUMENTS.
 (E) IDENTIFY CLEARLY ELEMENTS OF THE DESIGN THAT VARY
 FROM THE GOVERNING STANDARDS AND DEPICT/IDENTIFY THE
 ALTERNATE METHOD USED TO ENSURE COMPLIANCE WITH THE
 STATED PURPOSE OF THESE RESPONSIBILITY RULES.
 (2) ENGINEERS SHALL LEGIBLY INDICATE THEIR NAME AND
 BUSINESS ADDRESS, ON ENGINEERING DOCUMENTS. ENGINEERING
 DOCUMENTS WHICH ARE ISSUED FOR PRELIMINARY OR
 CONCEPTUAL USE, SHALL CLEARLY NOTE THE INTENDED PURPOSE
 OF SUCH DOCUMENTS.
 (3) WHEN ELEMENTS OF THE PROJECT ARE SHOWN ON AN
 ENGINEERING DOCUMENT ONLY FOR INFORMATION OR
 CLARIFICATION AND THE ENGINEER DOES NOT INTEND TO
 ACCEPT RESPONSIBILITY FOR THE ELEMENTS, THE ENGINEER
 SHALL CLEARLY NOTE ON THE DOCUMENTS THE EXTENT OF HIS
 RESPONSIBILITY.
 (4) ENGINEERING DRAWINGS SHALL BE LEGIBLE AND CLEARLY
 DEFINE AND DELINEATE THE WORK IN THE PROJECT. THEY MUST
 ALSO COMPLY WITH CHAPTER 61G15-23, F.A.C., SEALS.
 (5) ENGINEERS SHALL CLEARLY NOTE ON ANY PRELIMINARY
 ENGINEERING DOCUMENTS THAT SUCH DOCUMENTS ARE NOT IN
 FINAL FORM, BUT ARE BEING TRANSMITTED TO THE PUBLIC
 AGENCY TO RECEIVE AGENCY REVIEWS, COMMENTS AND
 INTERPRETATIONS. THE DOCUMENTS MAY SUBSEQUENTLY BE
 REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES
 WITH THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE
 AGENCY. CHANGES, REVISIONS AND MODIFICATIONS TO A
 PROJECT MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR
 AGENCY APPROVAL ACTION ON THE SAME PROJECT.
 SPECIFIC AUTHORITY 471.033(2), 471.008 FS. LAW
 IMPLEMENTED 471.033(1)(G), 471.025(3) FS. HISTORY?NEW
 1-26-93, FORMERLY 21H-30.003, AMENDED 11-13-08.
  
 61G15-32.004 DESIGN OF WATER BASED FIRE PROTECTION
 SYSTEMS.
 (1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT
 ARE NOT LIMITED TO, AUTOMATIC SPRINKLER SYSTEMS OF WET,
 DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE
 CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE
 WATER MAINS AND DEDICATED FIRE PROTECTION WATER
 SOURCES.
 (2) TO ENSURE MINIMUM DESIGN QUALITY IN FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL
 INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN
 APPLICABLE:
 (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER
 SUPPLY AS DEFINED BY 633.021(18) F.S.
 (B) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE
 CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING
 STUDY, JUDGMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND
 CONCLUSIONS.
 (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA.
 (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE,
 DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR
 EACH SEPARATE 42 HAZARD OCCUPANCY.
 (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS
 MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR
 CIRCULATING; AND IF DEAD-END, THE DISTANCE TO THE
 NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM
 DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY
 DEMANDING DESIGN AREA.
 (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE
 FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO
 CONDUCTED TEST OR SUPPLIED INFORMATION, TEST ELEVATION,
 STATIC GAUGE PRESSURE AT NO FLOW, FLOW RATE WITH
 RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND
 LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF
 SERVICE.
 (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE
 POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF
 WATER.
 (H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF
 RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER
 SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION
 (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE
 LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY
 WITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY
 TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND
 THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE
 PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE
 MEASURES.
 (I) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND
 DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS
 INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP.
 (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD
 AND INTERIOR FIRE PROTECTION COMPONENTS.
 (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE
 MINIMUM DESIGN PARAMETERS SHALL BE CONSIDERED MATERIAL
 DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING
 APPROVAL AND DOCUMENTATION.
 (4) IN THE EVENT THE ENGINEER OF RECORD PROVIDES MORE
 INFORMATION AND DIRECTION THAN IS ESTABLISHED ABOVE, HE
 OR SHE SHALL BE HELD RESPONSIBLE FOR THE TECHNICAL
 ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE
 CODES, STANDARDS, AND SOUND ENGINEERING PRINCIPLES.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.004, AMENDED
 4-2-2000, 6-26-01, 7-12-05
  
 PLEASE REVIEW AND PROVIDE THE REQUIRED DOCUMENTS WITH
 THIS MASTER PERMIT.
  
 NEW COMMENT: THE EOR FIRE SPRINKLER DOCUMENTS MAY BE
 SUBMITTED IN NARRATIVE OR PLAN DRAWINGS AND SHALL MEET
 THE REQUIRMENTS NOTED ABOVE PER F.A.C. AND MUST BE
 SUBMITTED AS PART OF THIS MASTER PERMIT.
  
  
  
 2) SHEET A1 3.1 - THE DOOR SCHEDULE HAS SYMBOLS THAT DO
 NOT CORRESPOND TO ANY DOOR INDICATORS.
  
 ADDITIONALLY, I WAS UNABLE TO INDENTIFY ANY DOOR
 INDICATORS ON ANY SHEET.
  
 PLEASE REVIEW AND CORRECT.
  
 NEW COMMENT: THIS COMMENT HAS NOT BEEN ADDRESSED. THE
 ALPHABETICAL SYMBOLS FOR EACH DOOR IN THE DOOR SCHEDULE
 DO NOT CORRESPOND TO ANY DOOR ON ANY FLOOR PLAN ON ANY
 SHEET.
  
 PLEASE CORRECT.
  
 3) SHEET A 1.1 & 3.1 - THERE ARE TWO DOORS INDICATED IN
 THE HALL THAT ARE WITHIN THE EXIT ACCESS. THESE DOORS
 DO NOT HAVE INDICATORS TO CONFIRM THE HARDWARE/LOCKS
 THAT MEET THE REQUIREMENTS OF NFPA 101, CH 7, MEANS OF
 EGRESS.
  
 7.2.1.5 LOCKS, LATCHES, AND ALARM DEVICES.
 7.2.1.5.1 DOOR LEAVES SHALL BE ARRANGED TO BE OPENED
 READILY FROM
 THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED.
 7.2.1.5.2* THE REQUIREMENT OF 7.2.1.5.1 SHALL NOT APPLY
 TO DOOR
 LEAVES OF LISTED FIRE DOOR ASSEMBLIES AFTER EXPOSURE TO
 ELEVATED
 TEMPERATURE IN ACCORDANCE WITH THE LISTING, BASED ON
 LABORATORY
 FIRE TEST PROCEDURES.
 7.2.1.5.3 LOCKS, IF PROVIDED, SHALL NOT REQUIRE THE USE
 OF A KEY, A
 TOOL, OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM
 THE EGRESS
 SIDE.
 7.2.1.5.4 THE REQUIREMENTS OF 7.2.1.5.1 AND 7.2.1.5.3
 SHALL NOT
 APPLY WHERE OTHERWISE PROVIDED IN CHAPTERS 18 THROUGH
 23.
  
 NEW COMMENT: THIS COMMENT HAS NOT BEEN ADDRESSED AND
 REMAINS BECAUSE #2 ABOVE HAS NOT BEEN CORRECTED. HOW DO
 I KNOW WHAT HARDWARE GOES WITH WHAT DOOR IF THEY ARE
 NOT CORRECTLY IDENTIFIED AND LABLED TO MATCH THE DOOR
 SCHEDULE.
  
 PLEASE CORRECT
  
 4) CORRECTED; NO NEW COMMENT.
  
  
  
 5) ELECTIRCAL SHEETS - THERE ARE NO INDICATIONS OF A
 FIRE SPRINKLER ALARM. A FIRE SPRINKLER SYSTEM IS
 REQUIRED TO BE MONITORED.
  
 9.6 FIRE DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS.
 9.6.1* GENERAL.
 9.6.1.1 THE PROVISIONS OF SECTION 9.6 SHALL APPLY ONLY
 WHERE
 SPECIFICALLY REQUIRED BY ANOTHER SECTION OF THIS CODE
 OR WHERE
 SUPERVISION OF A NEW FIRE SPRINKLER SYSTEM OR NEW FIRE
 ALARM
 SYSTEM IS REQUIRED BY THE FLORIDA BUILDING CODE.
  
 THE SYSTEM SHALL BE INSTALLED UNDER SEPARARTE PERMIT
 AND SHOP DRAWINGS.
  
 PLEASE REVIEW AND PROVIDE AN APPLICABLE NOTE OF
 ACKNOWLEDGEMENT.
  
 NEW COMMENT: COMMENT NOT ADDRESSED, PLEASE PROVIDE AN
 APPLICABLE COMMENT.
  
  
  
 6) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
 COMMENT REMAINS.
  
  
 7) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
 COMMENT REMAINS.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2019-04-09 Cont ID  
Sent By pleduc Date 2019-04-09 Time   Rev Time 0.00
Received By pleduc Date 2019-04-08 Time 13:12 Sent To  
Notes
2019-04-09 13:10:10THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET ALS 1.1 - THERE IS AN INDICATION THAT THIS
 PROJECT WILL BE FIRE SPRINKLERED. THERE IS NOT AN
 INDICATION OF AN EXISTING SYSTEM.
  
 HOWEVER, THERE IS A NOTE INDICATING THAT THERE IS A
 FIRE MAIN STUB IN THE SPACE. THIS IS A NEW SYSTEM
 INSTALLATION AND REQUIRES 61G DOCUMENTS FOR THE EOR PER
 F.A.C.
  
 PER FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004,
 FIRE PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS.
  
 61G15-30.003 MINIMUM REQUIREMENTS FOR ENGINEERING
 DOCUMENTS.
 (1) ENGINEERING DOCUMENTS ARE PREPARED IN THE COURSE OF
 PERFORMING ENGINEERING SERVICES. WHEN PREPARED FOR
 INCLUSION WITH AN APPLICATION FOR A GENERAL BUILDING
 PERMIT, THE DOCUMENTS SHALL MEET ALL ENGINEER?S
 RESPONSIBILITY RULES, SET FORTH IN CHAPTERS 61G15-31,
 61G15-32, 61G15-33, AND 61G15-34, F.A.C., AND BE OF
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
 EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT
 WILL CONFORM TO THE PROVISIONS OF THE FLORIDA BUILDING
 CODE, ADOPTED IN SECTION 553.73, F.S., AND APPLICABLE
 LAWS, ORDINANCES, RULES AND REGULATIONS, AS DETERMINED
 BY THE AHJ. THE DOCUMENTS SHALL INCLUDE:
 (A) INFORMATION THAT PROVIDES MATERIAL SPECIFICATIONS
 REQUIRED FOR THE SAFE OPERATION OF THE SYSTEM THAT IS A
 RESULT OF ENGINEERING CALCULATIONS, KNOWLEDGE AND
 EXPERIENCE.
 (B) LIST FEDERAL, STATE, MUNICIPAL, AND COUNTY
 STANDARDS, CODES, ORDINANCES, LAWS, AND RULES, WITH
 THEIR EFFECTIVE DATES, THAT THE ENGINEERING DOCUMENTS
 ARE INTENDED TO CONFORM TO.
 (C) INFORMATION, AS DETERMINED BY THE ENGINEER OF
 RECORD, NEEDED FOR THE SAFE AND EFFICIENT OPERATION OF
 THE SYSTEM.
 (D) LIST ENGINEERING DESIGN CRITERIA; REFERENCE PROJECT
 SPECIFIC STUDIES, REPORTS, AND DELEGATED ENGINEERING
 DOCUMENTS.
 (E) IDENTIFY CLEARLY ELEMENTS OF THE DESIGN THAT VARY
 FROM THE GOVERNING STANDARDS AND DEPICT/IDENTIFY THE
 ALTERNATE METHOD USED TO ENSURE COMPLIANCE WITH THE
 STATED PURPOSE OF THESE RESPONSIBILITY RULES.
 (2) ENGINEERS SHALL LEGIBLY INDICATE THEIR NAME AND
 BUSINESS ADDRESS, ON ENGINEERING DOCUMENTS. ENGINEERING
 DOCUMENTS WHICH ARE ISSUED FOR PRELIMINARY OR
 CONCEPTUAL USE, SHALL CLEARLY NOTE THE INTENDED PURPOSE
 OF SUCH DOCUMENTS.
 (3) WHEN ELEMENTS OF THE PROJECT ARE SHOWN ON AN
 ENGINEERING DOCUMENT ONLY FOR INFORMATION OR
 CLARIFICATION AND THE ENGINEER DOES NOT INTEND TO
 ACCEPT RESPONSIBILITY FOR THE ELEMENTS, THE ENGINEER
 SHALL CLEARLY NOTE ON THE DOCUMENTS THE EXTENT OF HIS
 RESPONSIBILITY.
 (4) ENGINEERING DRAWINGS SHALL BE LEGIBLE AND CLEARLY
 DEFINE AND DELINEATE THE WORK IN THE PROJECT. THEY MUST
 ALSO COMPLY WITH CHAPTER 61G15-23, F.A.C., SEALS.
 (5) ENGINEERS SHALL CLEARLY NOTE ON ANY PRELIMINARY
 ENGINEERING DOCUMENTS THAT SUCH DOCUMENTS ARE NOT IN
 FINAL FORM, BUT ARE BEING TRANSMITTED TO THE PUBLIC
 AGENCY TO RECEIVE AGENCY REVIEWS, COMMENTS AND
 INTERPRETATIONS. THE DOCUMENTS MAY SUBSEQUENTLY BE
 REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES
 WITH THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE
 AGENCY. CHANGES, REVISIONS AND MODIFICATIONS TO A
 PROJECT MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR
 AGENCY APPROVAL ACTION ON THE SAME PROJECT.
 SPECIFIC AUTHORITY 471.033(2), 471.008 FS. LAW
 IMPLEMENTED 471.033(1)(G), 471.025(3) FS. HISTORY?NEW
 1-26-93, FORMERLY 21H-30.003, AMENDED 11-13-08.
  
 61G15-32.004 DESIGN OF WATER BASED FIRE PROTECTION
 SYSTEMS.
 (1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT
 ARE NOT LIMITED TO, AUTOMATIC SPRINKLER SYSTEMS OF WET,
 DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE
 CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE
 WATER MAINS AND DEDICATED FIRE PROTECTION WATER
 SOURCES.
 (2) TO ENSURE MINIMUM DESIGN QUALITY IN FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL
 INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN
 APPLICABLE:
 (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER
 SUPPLY AS DEFINED BY 633.021(18) F.S.
 (B) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE
 CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING
 STUDY, JUDGMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND
 CONCLUSIONS.
 (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA.
 (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE,
 DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR
 EACH SEPARATE 42 HAZARD OCCUPANCY.
 (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS
 MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR
 CIRCULATING; AND IF DEAD-END, THE DISTANCE TO THE
 NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM
 DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY
 DEMANDING DESIGN AREA.
 (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE
 FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO
 CONDUCTED TEST OR SUPPLIED INFORMATION, TEST ELEVATION,
 STATIC GAUGE PRESSURE AT NO FLOW, FLOW RATE WITH
 RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND
 LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF
 SERVICE.
 (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE
 POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF
 WATER.
 (H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF
 RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER
 SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION
 (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE
 LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY
 WITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY
 TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND
 THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE
 PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE
 MEASURES.
 (I) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND
 DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS
 INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP.
 (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD
 AND INTERIOR FIRE PROTECTION COMPONENTS.
 (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE
 MINIMUM DESIGN PARAMETERS SHALL BE CONSIDERED MATERIAL
 DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING
 APPROVAL AND DOCUMENTATION.
 (4) IN THE EVENT THE ENGINEER OF RECORD PROVIDES MORE
 INFORMATION AND DIRECTION THAN IS ESTABLISHED ABOVE, HE
 OR SHE SHALL BE HELD RESPONSIBLE FOR THE TECHNICAL
 ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE
 CODES, STANDARDS, AND SOUND ENGINEERING PRINCIPLES.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.004, AMENDED
 4-2-2000, 6-26-01, 7-12-05
  
 PLEASE REVIEW AND PROVIDE THE REQUIRED DOCUMENTS WITH
 THIS MASTER PERMIT.
  
  
  
 2) SHEET A1 3.1 - THE DOOR SCHEDULE HAS SYMBOLS THAT DO
 NOT CORRESPOND TO ANY DOOR INDICATORS.
  
 ADDITIONALLY, I WAS UNABLE TO INDENTIFY ANY DOOR
 INDICATORS ON ANY SHEET.
  
 PLEASE REVIEW AND CORRECT.
  
  
  
 3) SHEET A 1.1 & 3.1 - THERE ARE TWO DOORS INDICATED IN
 THE HALL THAT ARE WITHIN THE EXIT ACCESS. THESE DOORS
 DO NOT HAVE INDICATORS TO CONFIRM THE HARDWARE/LOCKS
 THAT MEET THE REQUIREMENTS OF NFPA 101, CH 7, MEANS OF
 EGRESS.
  
 7.2.1.5 LOCKS, LATCHES, AND ALARM DEVICES.
 7.2.1.5.1 DOOR LEAVES SHALL BE ARRANGED TO BE OPENED
 READILY FROM
 THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED.
 7.2.1.5.2* THE REQUIREMENT OF 7.2.1.5.1 SHALL NOT APPLY
 TO DOOR
 LEAVES OF LISTED FIRE DOOR ASSEMBLIES AFTER EXPOSURE TO
 ELEVATED
 TEMPERATURE IN ACCORDANCE WITH THE LISTING, BASED ON
 LABORATORY
 FIRE TEST PROCEDURES.
 7.2.1.5.3 LOCKS, IF PROVIDED, SHALL NOT REQUIRE THE USE
 OF A KEY, A
 TOOL, OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM
 THE EGRESS
 SIDE.
 7.2.1.5.4 THE REQUIREMENTS OF 7.2.1.5.1 AND 7.2.1.5.3
 SHALL NOT
 APPLY WHERE OTHERWISE PROVIDED IN CHAPTERS 18 THROUGH
 23.
  
  
  
 4) SHEET E 1.4 - THERE ARE NO INDICATIONS OF EXIT SIGNS
 WITHIN THE HALL THAT HAS DOORS AT EACH END.
  
 PER NFPA 101 CH 7
  
 7.10 MARKING OF MEANS OF EGRESS.
 7.10.1 GENERAL.
 7.10.1.1 WHERE REQUIRED. MEANS OF EGRESS SHALL BE
 MARKED IN
 ACCORDANCE WITH SECTION 7.10 WHERE REQUIRED IN CHAPTERS
 11
 THROUGH 43.
 7.10.1.2 EXITS.
 7.10.1.2.1* EXITS, OTHER THAN MAIN EXTERIOR EXIT DOORS
 THAT OBVIOUSLY
 AND CLEARLY ARE IDENTIFIABLE AS EXITS, SHALL BE MARKED
 BY AN APPROVED
 SIGN THAT IS READILY VISIBLE FROM ANY DIRECTION OF EXIT
 ACCESS.
  
 7.10.1.5 EXIT ACCESS.
 7.10.1.5.1 ACCESS TO EXITS SHALL BE MARKED BY APPROVED,
 READILY
 VISIBLE SIGNS IN ALL CASES WHERE THE EXIT OR WAY TO
 REACH THE EXIT IS
 NOT READILY APPARENT TO THE OCCUPANTS.
  
 PLEASE REVIEW AND CORRECT.
  
  
  
 5) ELECTIRCAL SHEETS - THERE ARE NO INDICATIONS OF A
 FIRE SPRINKLER ALARM. A FIRE SPRINKLER SYSTEM IS
 REQUIRED TO BE MONITORED.
  
 9.6 FIRE DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS.
 9.6.1* GENERAL.
 9.6.1.1 THE PROVISIONS OF SECTION 9.6 SHALL APPLY ONLY
 WHERE
 SPECIFICALLY REQUIRED BY ANOTHER SECTION OF THIS CODE
 OR WHERE
 SUPERVISION OF A NEW FIRE SPRINKLER SYSTEM OR NEW FIRE
 ALARM
 SYSTEM IS REQUIRED BY THE FLORIDA BUILDING CODE.
  
 THE SYSTEM SHALL BE INSTALLED UNDER SEPARARTE PERMIT
 AND SHOP DRAWINGS.
  
 PLEASE REVIEW AND PROVIDE AN APPLICABLE NOTE OF
 ACKNOWLEDGEMENT.
  
  
  
 6) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
  
 7) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
  
Review Stop G GAS REVIEW
Rev No 3 Status P Date 2019-08-08 Cont ID  
Sent By jesmith Date 2019-08-08 Time 11:20 Rev Time 0.00
Received By jesmith Date 2019-08-08 Time 11:14 Sent To  
Notes
2019-08-08 11:20:00GAS COMMENTS: APPROVED
  
 REFER TO FG-01 AND FG-02 FLUE VENT DETAIL AND
 CONCENTRIC PIPE KIT IN DOCUMENTS FOR THROUGH THE ROOF
 VENTING
  
 FUEL GAS PROVISO
 PROVIDE DETAIL UNDER DEFERRED SUBMITTAL FOR
 MANUFACTURER?S RECOMMENDATION TO CONNECT CONCENTRIC
 VENT KIT TO WATER HEATER(S) PRIOR TO 1ST INSPECTION
  
Review Stop G GAS REVIEW
Rev No 2 Status F Date 2019-07-11 Cont ID  
Sent By gjohnson Date 2019-07-11 Time 12:54 Rev Time 0.00
Received By gjohnson Date 2019-07-11 Time 12:36 Sent To  
Notes
2019-07-11 12:55:252ND REVIEW: 19031394
 2017 FLORIDA BUILDING CODE 6TH EDITION
 2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH
 EDITION
  
 GAS COMMENTS:
  
  
  
 6. SUBMIT TWO COPIES OF A DETAIL SHOWING THE TYPE OF
 VENT, LOCATION, SIZE, TERMINATION POINT, HEIGHT ABOVE
 THE ROOF AND ANCHORING DETAILS OF THE GAS VENT(S) PER
 2017 FBC-FUEL GAS SECS. 502 THRU 505 OR 2017 FBC-RES.
 SEC.G2426 THROUGH G2439. SHT. P1.1 SHOWS A SINGLE TYPE
 B DOUBLE WALL VENT SHT P1.4 SHOWS SCHEDULE 40 PVC
 INTAKE AND EXHAUST PLEASE CLARIFY
  
 7. SUBMIT TWO COPIES OF THE MANUFACTURER?S
 SPECIFICATION SHEETS / INSTALLATION MANUAL FOR ALL GAS
 EQUIPMENT AND REGULATORS TO VERIFY COMPLIANCE WITH
 STANDARDS NFPA 54, NFPA 58, AND FBC-2017 FUEL GAS CODE
 SEC. 402.2, AND 301.3 OR 2017 FBC-RES. SEC. G2404.3.
 GAS APPLIANCES SHALL BE LISTED AND LABELED. THE
 INSTALLATION MANUALS FOR ALL GAS APPLIANCES / EQUIPMENT
 SHALL BE ONSITE AT THE TIME OF INSPECTION. FGC
 SEC.305.1, FBC-RES. SEC.G2408.1
 SHT. P1.4 SHOWS SPEC FOR VENTS AND MOUNTING RACK BUT
 NOT WATER HEATERS PLEASE PROVIDE SPECIFICATION SHEETS /
 INSTALLATION MANUAL FOR WATER HEATERS.
  
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2019-05-01 Cont ID  
Sent By gjohnson Date 2019-05-01 Time 14:02 Rev Time 0.00
Received By gjohnson Date 2019-05-01 Time 14:02 Sent To  
Notes
2019-05-01 14:02:40 
 1ST REVIEW: 19031394
 2017 FLORIDA BUILDING CODE 6TH EDITION
 2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH
 EDITION
  
 GAS COMMENTS:
  
 1. SUBMIT TWO COPIES OF AN ISOMETRIC DRAWING THAT
 CLEARLY SHOWS THE LENGTH OF ALL CUT SECTIONS OF PIPE
 PER 2017 FBC-FUEL GAS, SECS. 402.4.1, 402.4.2. OR 2017
 FBC-R SEC. G2413.4.1, G2413.4.2.
  
 2. SHOW THE TYPE OF PIPE MATERIAL BEING INSTALLED, ALL
 PIPE SIZES, AND THE CORRESPONDING EHD NUMBER OF THE
 CORRUGATED STAINLESS STEEL TUBING
  
 (IF APPLICABLE) FOR EACH PIPE SIZE. WPB AMENDMENTS TO
 FBC SEC.107.2.1.
 3. LIST THE BTU LOAD OF EACH APPLIANCE AND THE TOTAL
 BTU LOAD ON THE SYSTEM. REFER TO THE 2017 FBC-FUEL GAS
 SECS.401.8, 402.2, AND TABLES 402.4 (1) THRU 402.4 (37)
 OR 2017 FBC-RES. SEC. G2413.3, G2413.4 AND TABLES
 G2413.4 (1 ) THROUGH G2413.4 (21).
  
 4. SHOW THE DISTANCE FROM THE POINT OF DELIVERY, (GAS
 METER / MP REGULATOR / LP TANK) TO THE MOST REMOTE
 OUTLET IN THE BUILDING AND / OR SYSTEM PER THE 2017
 FBC-FUEL GAS SEC.402.4.1, 402.4.2, OR 2017 FBC-RES.
 SEC. G 2413.4.1, G2413.4.2.
  
 5. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE 2017
 FBC-FUEL GAS CODE SEC.304.1, 614.6 (CLOTHES DRYERS) OR
 2017 FBC-RES. SEC.G 2407.1 AND G2439.4 (CLOTHES
 DRYERS).
  
 6. SUBMIT TWO COPIES OF A DETAIL SHOWING THE TYPE OF
 VENT, LOCATION, SIZE, TERMINATION POINT, HEIGHT ABOVE
 THE ROOF AND ANCHORING DETAILS OF THE GAS VENT(S) PER
 2017 FBC-FUEL GAS SECS. 502 THRU 505 OR 2017 FBC-RES.
 SEC.G2426 THROUGH G2439.
  
 7. SUBMIT TWO COPIES OF THE MANUFACTURER?S
 SPECIFICATION SHEETS / INSTALLATION MANUAL FOR ALL GAS
 EQUIPMENT AND REGULATORS TO VERIFY COMPLIANCE WITH
 STANDARDS NFPA 54, NFPA 58, AND FBC-2017 FUEL GAS CODE
 SEC. 402.2, AND 301.3 OR 2017 FBC-RES. SEC. G2404.3.
 GAS APPLIANCES SHALL BE LISTED AND LABELED. THE
 INSTALLATION MANUALS FOR ALL GAS APPLIANCES / EQUIPMENT
 SHALL BE ONSITE AT THE TIME OF INSPECTION. FGC
 SEC.305.1, FBC-RES. SEC.G2408.1
  
  
 8) SUBMIT TWO COPIES OF THE APPLICABLE SIZING TABLES
 USED TO SIZE THE GAS SYSTEM OR PLACE A NOTE ON THE
 PLANS/DRAWINGS SPECIFYING WHICH SIZING TABLE(S) FROM
 THE GAS CODE OR OTHER STANDARD THAT WERE USED IN THE
 DESIGN OF THIS GAS SYSTEM. REFER TO THE 2017 FBC-FUEL
 GAS SECS. 401.4, 401.8, 402.3, AND TABLES 402.4 (1)
 THRU 402.4 (37) OR 2017 FBC-RES. SEC. G2413.3, G2412.8,
 G2413.1, G2413.2, & G2413.3.
  
 9) SHOW THE LOCATION OF ALL MP (STEP-DOWN) REGULATORS.
 A LISTED SHUTOFF VALVE SHALL BE INSTALLED IMMEDIATELY
 AHEAD OF EACH MP REGULATOR. 2017 FBC-FUEL GAS
 SEC.409.4, FBC-RESIDENTIAL SEC. G 2420.4.
  
  
  
  
  
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2019-08-09 Cont ID  
Sent By shill Date 2019-08-09 Time 15:24 Rev Time 0.00
Received By shill Date 2019-08-07 Time 15:57 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-07-24 Cont ID  
Sent By rmcdouga Date 2019-07-24 Time 17:30 Rev Time 0.00
Received By rmcdouga Date 2019-06-17 Time 10:12 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2019-05-20 Cont ID  
Sent By rmcdouga Date 2019-05-20 Time 18:08 Rev Time 0.00
Received By rmcdouga Date 2019-04-03 Time 16:05 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2019-08-22 Cont ID  
Sent By lmarchan Date 2019-08-22 Time 14:39 Rev Time 0.00
Received By lmarchan Date 2019-08-09 Time 07:51 Sent To  
Notes
2019-08-22 14:40:46SEE ATTACHED EMAIL FROM WSWOOPE AT IMPACT FEES - PER
 WSWOOPE CUSTOMER IS ASKING FOR REDUCTION AND HE HAS
 AGREED TO ALLOW FOR ISSUANCE WITHOUT PAYMENT. LEM
2019-08-09 07:51:408/9/19 SENT EMAIL TO IMPACT FEE OFFICE. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2019-05-20 Cont ID  
Sent By rmcdouga Date 2019-05-20 Time 11:16 Rev Time 0.00
Received By rmcdouga Date 2019-05-20 Time 11:16 Sent To  
Notes
2019-05-20 11:19:41CHANGE OF OCCUPANCY, IMPACT FEE REVIEW IS REQIRED.
 PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECTDOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected] .
  
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2019-08-08 Cont ID  
Sent By shill Date 2019-08-08 Time 14:31 Rev Time 0.00
Received By ccole Date 2019-08-08 Time 14:31 Sent To  
Notes
2019-08-08 14:32:32REVIEWED BY C.COLE REMOTELY
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2019-07-18 Cont ID  
Sent By ccole Date 2019-07-18 Time 13:01 Rev Time 0.00
Received By ccole Date 2019-07-18 Time 10:24 Sent To  
Notes
2019-07-18 13:18:252ND REVIEW FBC-2017 MECHANICAL
 PERMIT #19040126
 7/18/19
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
 THE FOLLOWING REVIEW COMMENTS ARE BASED ON REVIEW OF
 THE RESUBMITTED PLANS AND THE SUBMITTED NARRATIVE BY
 THE EOR DON PENN IN RESPONSE TO THE 1ST REVIEW
 COMMENTS.
  
 1) M1.1: RECIRCULATION OF AIR FROM THE SALONS TO THE
 COMMON AREAS- ENTRY HALL, CORRIDORS, AND BREAKROOM IS
 PROHIBITED PER TABLE 403.3.1.1 FOOTNOTE B FBC M.
  
 2) M1.3: PROVIDE THE SIZES OF THE MAIN EXHAUST DUCTS
 FROM THE SALONS TO THE ROOF FANS EF-3 & EF-4.
  
 3) M1.3: PROVIDE THE SEQUENCES OF OPERATION FOR THE
 EF-3 & EF-4. IT APPEARS BY THE DESIGN THAT THE FANS
 WILL HAVE TO RUN CONTINOUSLY WHEN THE SALON IS OPEN.
 WILL THE FANS BE INTERLOCKED WITH THE AC OR LIGHTING
 SYSTEMS- SEE SECTION 501.4 FBC M.
  
 4) M1.1: BASED ON THE SUBMITTED SPECIFICATIONS FOR THE
 DRYERS, MAKEUP AIR FOR EXHAUST IS REQUIRED. THE PLAN
 SHOWS AN EQUAL AMOUNT OF SUPPLY AND RETURN AIR IN THE
 ROOM. PLEASE NOTE THAT CFMS SHOWN IN THE AIR BALANCE
 SCHEDULE ON SHEET M1.3 DO NOT MATCH THE CFMS ON THE
 M1.1 PLAN.
  
 5) M1.1 & M1.2: IN REFERENCE TO COMMENT #4 FROM THE 1ST
 REVIEW, PLEASE PROVIDE MANUFACTURER'S DATA SHEETS TO
 VERIFY THE 5-TON AC SYSTEMS CANNOT PRODUCE MORE 2000
 CFMS OF SUPPLY AIR, OR PROVIDE THE DS DETECTORS.
  
 6) M1.1: THE EXHAUST DETAIL APPEARS TO SHOW FLEX DUCTS
 BEING USED FOR TOILET EXHAUST, HOWEVER METAL DUCTWORK
 IS REQUIRED PER SMACNA HVAC CONSTRUCTION STANDARDS.
  
 7) IN REFERENCE TO COMMENT #8 FROM THE 1ST REVIEW, THE
 REQUESTED AC CALCULATIONS WERE NOT PROVIDED, HOWEVER
 ENERGY CALCULATIONS WERE PROVIDED.
  
 8) M1.2: IN REFERENCE TO COMMENT #9 FROM THE 1ST REVIEW
 THE REQUESTED WIND LOAD ENGINEERING HAS NOT BEEN
 COMPLETELY PROVIDED. A) NOTE #5 DOES NOT INDICATE THE
 TYPE AND SIZE OF SCREWS FOR ATTACHING THE RTU'S TO THE
 CURBS. B) STRUCTURAL DETAILS FOR ATTACHING THE CURBS TO
 THE ROOF STRUCTURE NOT PROVIDED. C) WIND DESIGN
 CRITERIA NOT PROVIDED. D) STRUCTURAL DETAILS AND/OR
 NOA'S FOR THE ROOFTOP PLANS NOT PROVIDED.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2019-05-03 Cont ID  
Sent By ccole Date 2019-05-03 Time 14:27 Rev Time 0.00
Received By ccole Date 2019-05-03 Time 12:43 Sent To  
Notes
2019-05-03 15:23:521ST REVIEW FBC-2017 MECHANICAL
 PERMIT #19040126
 5/3/19
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEETS M1.1 & M1.2: AN EXHAUST VENTILATION SYSTEM AT
 A RATE OF 0.6 CFMS PER SQUARE FOOT IS REQUIRED FOR THE
 BEAUTY SALON PER TABLE 403.3.1.1 FBC M. PLEASE REVISE
 THE PLANS TO SHOW THE REQUIRED SYSTEM, AND PROVIDE
 CALCULATIONS, SPECIFICATIONS AND EQUIPMENT SCHEDULES.
  
 2) M1.1 & M1.2: PROVIDE OUTDOOR AIR CALCULATIONS FOR
 ALL OCCUPIED ROOMS AND SPACES OF THE SALON PER TABLE
 403.3.1.1. FBC M. DUE TO THE AMOUNT OF EXHAUST REQUIRED
 FOR THE SALON, ALONG WITH THE LAUNDRY EXHAUST PLEASE
 PROVIDE AIR BALANCE CALCULATIONS.
  
 3) M1.1 & M1.2: PROVIDE AUTOMATICALLY CONTROLLED
 SHUTOFF DAMPERS FOR THE O/A INTAKES- SECTION C403.2.4.3
 FBC-17 ENERGY CONSERVATION.
  
 4) M1.1 & M1.2: DUCT SMOKE DETECTORS ARE REQUIRED IN
 THE SUPPLY AIR SYSTEMS OF EACH 5-TON AC SYSTEM PER
 SECTION 606.2.1 FBC M. PLEASE NOTE THAT AN EXEMPTION
 CAN BE APPLIED IF THE MANUFACTURER'S SPECIFICATIONS
 INDICATE SYSTEMS ARE NOT CAPABLE OF PRODUCING OVER 2000
 CFMS OF SUPPLY AIR.
  
 5) M1.1 & M1.2: THE PLAN APPEARS TO INDICATE AN ABOVE
 CEILING PLENUM. PLEASE PLACE A NOTE ON THE PLAN TO
 CLARIFY, AND ALSO NOTE THAT THE CORRIDORS SHALL NOT BE
 USED AS A MEANS OF RETURN AIR VIA TRANSFER DUCTS OR
 JUMPERS FORM THE ROOMS.
  
 6) M1.1 & M1.2: SUBMIT MANUFACTURER?S SPECIFICATIONS
 FOR THE DRYESR, AND PROVIDE A DRYER EXHAUST DIAGRAM
 SHOWING THE TOTAL RUN LENGTH OF THE DUCTS FROM THE
 DRYER OUTLEST TO THE TERMINATION LOCATION- SECTIONS
 504.1 AND 504.8.4 FBC M. PLEASE NOTE THAT MAKEUP AIR IS
 REQUIRED FOR DRYERS EXHAUSTING MORE THAN 200 CFMS-
 SECTION 504.6 FBC M.
  
 7) M1.1 & M1.2: PLEASE VERIFY THE INSTALLATION
 LOCATIONS OF THE GAS-FRIED WATER HEATERS ARE NOT IN A
 RETURN AIR PLENUM SPACE- SECTION 602.1 FBC M. A)
 INDICATE HOW COMBUSTION AIR WILL BE PROVIDED FOR THE
 WATER HEATERS AND PROVIDE CALCU;LATIONS- SECTION 304
 FBC FG. B) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
 WATER HEATERS AND FLUE VENT- SECTION 624.1 FBC FG.
  
 8) PROVIDE AC COOLING AND HEATING CALCULATIONS FOR THE
 NEW SYSTEMS IN ACCORDANCE WITH SECTION C403.2.1 FBC EC.
  
 9) PROVIDE WIND LOAD ENGINEERING FOR INSTALLATION OF
 THE RTU'S- SECTION 310.15 FBC M.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 2 Status P Date 2019-07-18 Cont ID  
Sent By rmcdouga Date 2019-07-18 Time 13:52 Rev Time 0.00
Received By rmcdouga Date 2019-07-18 Time 13:52 Sent To  
Notes
2019-07-18 13:54:25BUILDING PROVISO
  
 AFTER THE CONSTRUCTION IS COMPLETE, A FINAL ELEVATION
 CERTIFICATE BASED ON FINISHED CONSTRUCTION IS REQUIRED
 TO BE SUBMITTED AND APPROVED PRIOR TO THE ISSUANCE OF A
 CERTIFICATE OF OCCUPANCY.
  
  
  
 THE ELEVATION CERTIFICATE THAT WAS SUBMITTED PRIOR TO
 THE REMODEL/CHANGE OF OCCUPANCY CONSTRUCTION SHOWS THAT
 THE BUILDING AND THE LOWEST ADJACENT GRADE IS ABOVE THE
 REQUIRED BFE OF 12.1 FT.
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status F Date 2019-05-15 Cont ID  
Sent By rmcdouga Date 2019-05-15 Time 09:00 Rev Time 0.00
Received By rmcdouga Date 2019-05-15 Time 09:00 Sent To  
Notes
2019-05-15 09:18:54THIS BUILDING IS LOCATED IN A SPECIAL FLOOD HAZARD
 AREA. THE FLOOD ZONE IS AE AND THE BFE IS 12.1' NAVD
 88. THE CITY OF WEST PALM BEACH FLOOD ORDINANCE
 REQUIRES A TWO (2) FOOT FREE BOARD. ALL NEW
 CONSTRUCTION OR SUBSTANTIALLY IMPROVEMENTED EXISTING
 BUILDINGS ARE REQUIRED TO COMPLY WITH THE CITY'S FLOOD
 ORDINANCE AND EITHER BE RAISED TO OR ABOVE THE BFE PLUS
 TWO FEET OR COMMERCIAL BUILDINGS CAN BE DRY FLOOD
 PROOFED. THE PROPOSED IMPROVEMENT ($835,735.00) APPEARS
 TO BE A SUBSTANTIAL IMPROVEMENT BASED ON PROPERTY
 APPRAISER VALUATION FOR THE STRUCTURE ($456,220.00). IF
 THIS IS A SUBSTANTIAL IMPROVEMENT, THE STRUCTURE IS TO
 BE BROUGHT INTO COMPLIANCE (BFE 12.1' + 2'=14.1' NAVD88
 FOR FINISHED FLOOR, ALL MECHANICAL EQUIPMENT).
 APPLICANT MAY PROVIDE DOCUMENTATION FOR VALUATION OTHER
 THAN PROPERTY APPRAISER; PLEASE SEE FEMA TECHNICAL
 BULLETIN 758, SECTION 4.5:
  
 HTTPS://WWW.FEMA.GOV/MEDIA-LIBRARY-DATA/20130726-1734-2
 5045-2915/P_758_COMPLETE_R3.PDF
  
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2019-08-08 Cont ID  
Sent By jesmith Date 2019-08-08 Time 14:35 Rev Time 0.00
Received By jesmith Date 2019-08-08 Time 14:34 Sent To  
Notes
2019-08-08 14:35:51PLUMBING COMMEMTS: APPROVED WITH PROVISO
 PER FBC RES 606.3, SINK SHALL BE INSTALLED WITH THE
 FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34
 INCHES (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.SEE REDLINED COMMENT ON A1.7/DETAIL 2A.
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2019-07-11 Cont ID  
Sent By gjohnson Date 2019-07-11 Time 12:31 Rev Time 0.00
Received By gjohnson Date 2019-07-11 Time 09:01 Sent To  
Notes
2019-07-11 12:32:182ND REVIEW: 19040126
  
 2017 FLORIDA BUILDING CODE 6TH EDITION
 2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH
 EDITION
  
 PLUMBING COMMENTS: PREVIOUS COMMENTS
  
 1. A MIN OF 1 SINKS IN THE STUDIO ROOMS AND THE BREAK
 ROOM SINK SHALL COMPLY WITH FBC ACC 212.2/3 AND 606.2/3
 SHT. A1.7 SHOWS DETAIL #2A AS COMPLIANT PLEASE INDICATE
 ON FLOOR PLAN WHICH STUDIO HAS COMPLIANT SINK WITH
 CLEAR FLOOR SPACE CLEAR OF SHAMPOO STATION.
  
  
 5. SHT. P1.2 DETAIL FOR WASHING MACHINE BOX AIR HAMMER
 ARRESTORS REQUIRED AND REPLACE NOTE ON DETAIL CONFORMS
 TO FBC PL 2017 6TH EDITION NOT 2015 IPC
 PLEASE NOTE ON WATER ISOMETRIC AIR HAMMER ARRESTOR
 REQUIRED AT WASHING MACHINE AND QUICK CLOSING VALVES.
  
 6.SHT. P1.3 SPLIT THE WATER AND SANITARY ISOMETRIC
 DRAWING AND ENLARGE IN ORDER TO DETERMINE CODE
 COMPLIANCE. PER WPB AMEND TO FBC 107.2.1
 LABEL HOT AND COLD AND SHOW DIRECTION OF FLOW ON WATER
 ISOMETRIC DRAWING.
  
  
 9. TEMPERED WATER SHALL BE DELIVERED FROM LAVATORIES
 AND GROUP WASH FIXTURES LOCATED IN PUBLIC TOILET
 FACILITIES PROVIDED FOR CUSTOMERS, PATRONS AND
 VISITORS. TEMPERED WATER SHALL BE DELIVERED THROUGH AN
 APPROVED WATER-TEMPERATURE LIMITING DEVICE THAT
 CONFORMS TO ASSE 1070 OR CSA B125.3. PLACE NOT ON WATER
 ISOMETRIC. PER FBC PL 416.5
 VALVE SHOWN ON SHT P1.1 PLUMBING EQUIPMENT SCHEDULE
 WATTS USG-B-M1 IS NOT LEAD FREE IT SHALL BE LFUSG-B-M1
 OR EQUIVALENT
  
 NEW COMMENT:
  
 1. LENT TRAP REQUIRED ON WASHING MACHINE DRAIN. PER FBC
 PL 1003.6
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2019-05-01 Cont ID  
Sent By gjohnson Date 2019-05-01 Time 13:59 Rev Time 0.00
Received By gjohnson Date 2019-04-30 Time 18:06 Sent To  
Notes
2019-05-01 14:00:091ST REVIEW: 19040126
  
 2017 FLORIDA BUILDING CODE 6TH EDITION
 2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH
 EDITION
  
 PLUMBING COMMENTS:
  
 1. A MIN OF 1 SINKS IN THE STUDIO ROOMS AND THE BREAK
 ROOM SINK SHALL COMPLY WITH FBC ACC 212.2/3 AND 606.2/3
  
 2. SHT. A1.7 SHOW THE CLEAR FLOOR SPACES WITH
 DIMENSIONS FOR THE TOILET AND LAVATORY, PER FBC PL
 604.3.1 AND 606.2
  
 3. PLEASE SHOW COMPLIANCE FOR WATER FOUNTAIN PER FBC
 ACC 602
  
 4. SHT. A2.0 PLACE NOTE ON PLANS ALL VENT AND EXHAUST
 SHALL BE A MIN. OF 10' FROM ANY AIR INTAKES. FBC PL
 903.5 FBC M 501.3.1
  
 5. SHT. P1.2 DETAIL FOR WASHING MACHINE BOX AIR HAMMER
 ARRESTORS REQUIRED AND REPLACE NOTE ON DETAIL CONFORMS
 TO FBC PL 2017 6TH EDITION NOT 2015 IPC
  
 6.SHT. P1.3 SPLIT THE WATER AND SANITARY ISOMETRIC
 DRAWING AND ENLARGE IN ORDER TO DETERMINE CODE
 COMPLIANCE. PER WPB AMEND TO FBC 107.2.1
  
 7. SHT. P1.3 THE FLOOR DRAINS IN THE BATHROOMS AND IN
 FRONT OF WASHING MACHINES ARE NOT VENTED PROPERLY THE
 BUILDING DRAIN IS NOT A VENTED LINE THEY SHOULD CONECT
 TO WET VENT SYSTEM, BE VENTED SEPARATELY OR VENTED BY A
 SINK BRANCH THEY CANNOT BE VENTED BY WASHING MACHINE
 EITHER. PER FBC PL 901.2.1
  
 8. SHT. P1.3 PLEAS SHOW THE SHUT OFF VALVES ON THE
 DROPS AS REQUIRED. PER FBC PL 606.1(5)
  
 9. TEMPERED WATER SHALL BE DELIVERED FROM LAVATORIES
 AND GROUP WASH FIXTURES LOCATED IN PUBLIC TOILET
 FACILITIES PROVIDED FOR CUSTOMERS, PATRONS AND
 VISITORS. TEMPERED WATER SHALL BE DELIVERED THROUGH AN
 APPROVED WATER-TEMPERATURE LIMITING DEVICE THAT
 CONFORMS TO ASSE 1070 OR CSA B125.3. PLACE NOT ON WATER
 ISOMETRIC. PER FBC PL 416.5
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2019-08-09 Cont ID  
Sent By shill Date 2019-08-09 Time 15:17 Rev Time 0.00
Received By shill Date 2019-08-09 Time 15:17 Sent To  
Notes
2019-08-09 15:17:49DIGITALLY SIGNED DOCUMENTS ADDED TO SIGNATURE FOLDER
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status F Date 2019-08-08 Cont ID  
Sent By shill Date 2019-08-08 Time 12:17 Rev Time 0.00
Received By shill Date 2019-08-08 Time 12:16 Sent To  
Notes
2019-08-08 12:19:07****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. THE MEP PAGES ARE NOT DIGITALLY SIGNED. AFTER ALL
 REVIEWS HAVE PASSED, SUBMIT ONE PAPER ORIGINAL TO THE
 BUILDING DIVISION, FS471. ALTERNATIVELY, DIGITALLY
 SIGNED PDFS CAN BE SENT VIA EMAIL. A REVIEW OF THE
 SUBMITTAL IS REQUIRED PRIOR TO PERMIT ISSUANCE.
  
 2. THE ELEVATION CERTIFICATE AND SURVEY ARE NOT
 DIGITALLY SIGNED. SUBMIT A PAPER ORIGINAL TO THE
 BUILDING DIVISION AS SOON AS POSSIBLE.
  
 3. ARCH PAGES AND SUPPORTING DOCUMENTS OK.
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2019-07-18 Cont ID  
Sent By shill Date 2019-07-18 Time 14:45 Rev Time 0.00
Received By shill Date 2019-07-18 Time 14:45 Sent To  
Notes
2019-07-18 14:44:42NEW ARCH SHEETS DIGITALLY SIGNED ADDED TO SIGNATURE
 FOLDER 7/18 SH
  
 MEP SHEETS NOT DIGITALLY SIGNED - WHEN RESUBMITTING,
 UPLOAD DIGITALLY SIGNED PLANS. IF DESIGN PROFESSIONAL
 DOES NOT HAVE A DIGITAL SIGNATURE, ONE PAPER ORIGINAL
 IS TO BE SUBMITTED TO THE BUILDING DIVISION AFTER ALL
 REVIEWS HAVE PASSED. A "PLAN REVIEW REQUEST FORM" AND
 REVIEW OF THE DOCUMENT WILL BE REQUIRED.
  
  
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2019-05-20 Cont ID  
Sent By rmcdouga Date 2019-05-20 Time 18:08 Rev Time 0.00
Received By rmcdouga Date 2019-05-20 Time 18:08 Sent To  
Notes
2019-05-20 18:26:12MEPS DO NOT HAVE DIGITAL SIGNATURES.
 BUILDING AND STRUCTURAL AR OKAY. NEW PLANS WILL NEED TO
 BE CHECKED.
Review Stop Z ZONING
Rev No 3 Status P Date 2019-08-08 Cont ID  
Sent By hmtribou Date 2019-08-08 Time 12:49 Rev Time 0.00
Received By hmtribou Date 2019-08-08 Time 12:49 Sent To I
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2019-07-02 Cont ID  
Sent By hmtribou Date 2019-07-02 Time 09:29 Rev Time 0.00
Received By hmtribou Date 2019-07-02 Time 09:29 Sent To I
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2019-04-11 Cont ID  
Sent By hdanfort Date 2019-04-11 Time 16:02 Rev Time 0.00
Received By hmtribou Date 2019-04-11 Time 16:02 Sent To I
Notes
***NONE***


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