Plan Review Details - Permit 18090121
Plan Review Stops For Permit 18090121
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status N Date 2020-03-16 Cont ID  
Sent By cthroop Date 2020-03-16 Time 14:49 Rev Time 0.00
Received By cthroop Date 2020-03-16 Time 14:31 Sent To  
Notes
2020-03-16 14:50:36DISREGARD THIS BLDG. REVIEW STOP. SEE ROOFING REVIEW
 THIS DATE. CT
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2019-05-16 Cont ID  
Sent By dbattles Date 2019-05-16 Time 15:05 Rev Time 0.00
Received By dbattles Date 2019-05-16 Time 15:05 Sent To  
Notes
2019-05-16 15:05:24PROVISOS:
 1) PROVIDE PRODUCT APPROVALS FOR ROOFING WITH SUB
 PERMIT.
 2) PROVIDE PRODUCT APPROVALS FOR WINDOWS, DOORS,
 ROLL-UP DOOR AND STOREFRONT.
 3) AIPP
 THIS PROJECT MEETS THE CRITERIA TO PROVIDE AIPP. PLEASE
 CONTACT: MS. SYBILLE WELTER ART IN PUBLIC PLACES
 COORDINATOR 822-1515 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2019-03-22 Cont ID  
Sent By dbattles Date 2019-03-22 Time 07:38 Rev Time 0.00
Received By dbattles Date 2019-03-14 Time 12:42 Sent To  
Notes
2019-03-22 08:12:48PROVISOS:
 1) FORMBOARD SURVEY TO INSPECTOR PRIOR TO POUR.
 2) PROVIDE PRODUCT APPROVALS FOR ROOFING WITH SUB
 PERMIT.
 3) PROVIDE PRODUCT APPROVALS FOR WINDOWS, DOORS,
 ROLL-UP DOOR AND STOREFRONT.
 4) AIPP
 5) ENGINEERED FLOODPROOFING SUBMITTAL PER FEMA TB 3-93
 FLOOD PROOFING AND CERT.
 THE DESIGN B.F.E IS 14.7 FEET NAVD88.-PENDING NFIP
 EVALUATION FOR SUBSTANTIAL IMPROVEMENT
  
 -PENDING NFIP EVALUATION FOR SUBSTANTIAL IMPROVEMENT
 1612.4.1 FBC[B] MODIFICATION OF ASCE 24. TABLE 6-1 AND
 SECTION 6.2.1 IN ASCE 24 SHALL BE MODIFIED AS FOLLOWS:
 1. THE TITLE OF TABLE 6.1 SHALL BE MINIMUM ELEVATION OF
 FLOODPROOFING, RELATIVE TO BASE FLOOD ELEVATION (BFE)
 OR DESIGN FLOOD ELEVATION (DFE), IN COASTAL A ZONES AND
 IN OTHER FLOOD HAZARD AREAS THAT ARE NOT HIGH RISK
 FLOOD HAZARD AREAS.
 2. SECTION 6.2.1 SHALL BE MODIFIED TO PERMIT DRY
 FLOODPROOFING IN COASTAL A ZONES, AS FOLLOWS: ?DRY
 FLOODPROOFING OF NONRESIDENTIAL STRUCTURES AND
 NONRESIDENTIAL AREAS OF MIXED-USE STRUCTURES SHALL NOT
 BE ALLOWED UNLESS SUCH STRUCTURES ARE LOCATED OUTSIDE
 OF HIGH RISK FLOOD HAZARD AREAS AND COASTAL HIGH HAZARD
 AREAS. DRY FLOODPROOFING SHALL BE PERMITTED IN COASTAL
 A ZONES PROVIDED WAVE LOADS AND THE POTENTIAL FOR
 EROSION AND LOCAL SCOUR ARE ACCOUNTED FOR IN THE
 DESIGN. DRY FLOODPROOFING OF RESIDENTIAL STRUCTURES OR
 RESIDENTIAL AREAS OF MIXED-USE STRUCTURES SHALL NOT BE
 PERMITTED.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2019-01-18 Cont ID  
Sent By dbattles Date 2019-01-18 Time 15:29 Rev Time 0.00
Received By dbattles Date 2019-01-18 Time 15:29 Sent To  
Notes
2019-01-18 16:17:23ALL COMMENTS CLEAR EXCEPT FOR BASE FLOOD ELEVATION
 (BFE).
  
 THE CITY OF WEST PALM BEACH HAS APPROVED AN ORDINANCE
 WITH PROVISIONS ABOVE THE FEMA MINIMUM STANDARDS. ALL
 NEW COMMERCIAL STRUCTURES SUBMITTED AFTER OCTOBER 5,
 2017 WILL FOLLOW THE ORDINANCES GUIDELINES FOR FLOOD
 PLAIN MANAGEMENT.
  
 ORDINANCE NO. 4729-17 SEC. 18-34 - TECHNICAL AMENDMENTS
 TO FLORIDA BUILDING CODE, BUILDING. 1612.4.2 ELEVATION
 REQUIREMENTS. THE MINIMUM ELEVATION REQUIREMENTS SHALL
 BE AS SPECIFIED IN ASCE 24 OR THE BASE FLOOD ELEVATION
 PLUS TWO FEET. WHICHEVER IS HIGHER.
  
 ENCLOSURES BELOW THE LOWEST FLOOR. UNIT 5, SECTION E
 COVERED THE REQUIRE-MENTS FOR OPENINGS IN ENCLOSURES.
 IF AN APPLICANT DESIGNS AN ENCLOSURE BELOW THE LOWEST
 FLOOR USING AN ALTERNATIVE TO THE NFIP STANDARD, A
 REGIS-TERED PROFESSIONAL ARCHITECT OR ENGINEER MUST
 CERTIFY THE DESIGN [44 CFR 60.3(C)(5)]. IF A FULL-STORY
 ENCLOSURE IS PLANNED BELOW THE ELEVATED LOWEST FLOOR,
 YOU SHOULD REQUIRE THE APPLICANT TO SIGN A
 NON-CONVERSION AGREEMENT SUCH AS THE ONE IN FIGURE
 5-13.
  
 PLEASE PROVIDE BASE FLOOD ELEVATION CERTIFICATE FEMA
 FORM 086-0-33 TO SHOW WHAT PROPOSED BASE ELEVATION IS
 GOING TO BE.
 ACCORDING TO THE FIRM MAP FOR WPB THE BFE IS 12.7 FEET.
 ORDINANCE 4729-17 SEC. 18-34 REQUIRES ADDITIONAL
 FREEBOARD OF 2 FEET, SO THE DESIGN BFE SHOULD BE 14.7
 (SURVEYOR TO VERIFY AND STATE ON CERTIFICATE)
  
 IF THE PROPOSED FLOOR IS LOWER THAN THE DESIGN BFE AND
 THE INTENT IS TO MAINTAIN FLOOR LEVEL OF EXISTING, DRY
 FLOOD PROOFING CAN BE DONE TO THE DESIGN BFE LEVEL.
 DRY FLOODPROOFING WILL REQUIRE A SUBMITTAL AND THE
 ENGINEER WILL ALSO NEED TO PROVIDE DESIGN CERTIFICATION
 FEMA FORM 086-0-34.
  
 PLEASE FEEL FREE TO CALL OR E-MAIL ME ABOUT THIS
 ANYTIME.
  
 DYLAN BATTLES
 BUILDING PLANS EXAMINER I
 [email protected]
 561-805-6718
  
 P.S. IT WOULD BE ADVISABLE TO CONTACT YOUR FLOOD
 INSURANCE PROVIDER TO ASK ABOUT
 ONE FOOT DEDUDCTION OF BFE FOR FLOOD PROOFING. WHEN
 FLOOD PROOFING IS DONE INSTEAD
 OF BRINGING THE LOWEST FLOOR ELEVATION UP TO BFE THE
 ADJUSTER WILL TAKE OFF ONE
 FOOT AND THIS MEANS THAT THE FLOODPROOFING WOULD NEED
 TO BE ONE ADDITIONAL FOOT
 TO GET THE SAME RATE AS BRINGING FLOOR UP TO BFE.
 IN THE CASE OF ADDING FREEBOARD BEYOND THE FIRM BFE I
 DON'T KNOW IF YOU WOULD NEED THAT
 ADDITIONAL FOOT ON TOP OF THE ESTABLISHED DESIGN
 ELEVATION.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2018-11-02 Cont ID  
Sent By dbattles Date 2018-11-02 Time 15:39 Rev Time 0.00
Received By dbattles Date 2018-11-01 Time 15:08 Sent To  
Notes
2018-11-02 15:48:30****CORRECTIONS****
 W.P.B. PERMIT: 18090121
 REVIEWED: NOVEMBER 1, 2018
  
 DYLAN BATTLES
 BUILDING PLANS EXAMINER I
 [email protected]
 561-805-6718
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC AMENDED = FLORIDA BUILDING CODE,6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC ENERGY = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
  
 1. ART IN PUBLIC PLACES
 THE CITY OF WEST PALM BEACH ART IN PUBLIC PLACES
 ORDINANCE REQUIREMENT THAT APPLIES TO ANY REMODEL OR
 NEW CONSTRUCTION PROJECT FOR WHICH THE PERMIT
 APPLICATION WAS SUBMITTED AFTER 6/29/14, AND THE TOTAL
 PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $750,000 WILL NEED TO COMPLY WITH THIS ORDINANCE.
 PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND
 CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V,
 ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION
 78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL
 PROJECT CONSTRUCTION COST.
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS.
 SEC. 78-129. - PUBLIC ART ASSESSMENT FOR PRIVATE
 DEVELOPMENT.
 (A) APPLICABILITY. THE PROVISIONS OF THIS ARTICLE AND
 THE PUBLIC ART ASSESSMENT SECTION SHALL APPLY TO ALL
 PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW
 CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN
 EXISTING BUILDING, WHERE TOTAL CONSTRUCTION COSTS ARE
 EQUAL TO OR GREATER THAN $750,000.00. ALL BUILDINGS
 WITHIN NEW PLANNED DEVELOPMENTS SHALL BE ASSESSED
 CUMULATIVELY TOWARDS THIS ART IN PUBLIC PLACES
 REQUIREMENT, EVEN IF THE BUILDINGS ARE PERMITTED
 SEPARATELY OR DEVELOPED IN PHASES. THE PROVISIONS OF
 THIS SECTION APPLY TO NEW DEVELOPMENT OR NEW
 CONSTRUCTION WITHIN EXISTING PLANNED DEVELOPMENTS.
 FOR CONTACT INFORMATION PLEASE CONTACT:
 MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR
 822-1515 E-MAIL: [email protected]
  
 2. [FBC AMENDED 107.3.5.1.1]PROVIDE BASE FLOOD
 ELEVATION(B.F.E.) CERTIFICATE WITH DESIGN FLOOD
 ELEVATIONS TO INCLUDE ANY MECHANICAL EQUIPMENT AS
 APPLICABLE. ALL ELEVATION CERTIFICATES CERTIFIED
 OCTOBER 5, 2017 AND LATER ARE TO UTILIZE NAVD88 AND
 INCLUDE A CONVERSION TO NGVD29.
  
 3. [ORDINANCE NO. 4658-16][WPB MUNI CODE SEC. 18-33]
 TECHNICAL AMENDMENTS TO FLORIDA BUILDING CODE,
 RESIDENTIAL. BUILDINGS AND STRUCTURES IN FLOOD HAZARD
 AREAS DESIGNATED AS COASTAL A ZONES SHALL HAVE THE
 LOWEST FLOORS ELEVATED TO OR ABOVE THE BASE FLOOD
 ELEVATION PLUS TWO FEET OR THE DESIGN FLOOD ELEVATION,
 WHICHEVER IS HIGHER.
  
 4. [FBC 401.4]PROVIDE SOIL REPORT TO SHOW BEARING
 CAPACITY AND FOUNDATION RECOMMENDATIONS. UPLOAD INTO
 SUPPORTING FILES.
  
 5. [FBC 107.2.5]PROVIDE SURVEY OF PROPERTY SHOWING
 EASEMENTS. UPLOAD INTO SUPPORTING FILES.
  
 6. [FBC 107.3.5.3]UPDATE CODE REFERENCES ON SHEET A0-01
 ADOPTED DECEMBER 31, 2017
 BUILDING, ENERGY, MECHANICAL PLUMBING, ACCESSIBILITY
 FLORIDA BUILDING CODE(FBC), 6TH EDITION (2017)
 FLORIDA FIRE PREVENTION, 6TH EDITION
  
 7. [FBC AMENDED107.3.5]SHEET A0-01 PROJECT INFO DOESN?T
 MATCH LIFE SAFETY SHEET. IF THIS IS EXISTING BUILDING
 DATA PLEASE LABLE AS SUCH, OR MATCH WITH DATA ON LIFE
 SAFETY SHEET.
 WHAT IS THE EXISTING OCCUPANCY(S) OF THE 21,008 SQ. FT.
 SPACE?
 HOW MANY OCCUPANTS?
  
 8. [FBC 718]HOW ARE THE CONCEALED SPACES HANDLED
 BETWEEN EXISTING AND NEW AT ROLL UP DOOR 006?
  
 9. [FBC 1907.1]SHEET A3.11 AND A3.12 STATE 4" CONCRETE
 SLAB, BUT STRUCTURAL SHOWS 5" SLAB. PLEASE CO-ORDINATE
 THE ARCHITECTURAL AND STRUCTURAL DRAWINGS TO MATCH.
 SHEET A0-02 WHY EGRESS INTO EXISTING SPACE? IF THAT
 WILL BE AN EGRESS THAN SHOW HOW IT PROVIDE EGRESS TO
 THE PUBLIC RIGHT OF WAY FROM DOOR 003.
  
 10. [FBC A604.5.1] THE SIDE WALL GRAB BAR SHALL BE 42
 INCHES (1065 MM) LONG MINIMUM, LOCATED 12 INCHES (305
 MM) MAXIMUM FROM THE REAR WALL AND EXTENDING 54 INCHES
 (1370 MM) MINIMUM FROM THE REAR WALL.
 [FBC A604.5.2] THE REAR WALL GRAB BAR SHALL BE 36
 INCHES (915 MM) LONG MINIMUM AND EXTEND FROM THE
 CENTERLINE OF THE WATER CLOSET 12 INCHES (305 MM)
 MINIMUM ON ONE SIDE AND 24 INCHES (610 MM) MINIMUM ON
 THE OTHER SIDE.
 ADJUST NOTES ON A4.11 (DETAIL 1) TO STATE PROPER LENGTH
 OF GRAB BARS IN RESTROOMS. GRAPHICLLY THEY APPEAR
 CORRECT SIZE.
 SHOW LENGTH OF BACK GRAB BARS IN RESTROOMS
  
 11. [FBC AMENDED 107.3.5]THE ADA PARKING APPEARS TO BE
 IN THE RIGHT OF WAY.
 CONTACT ENGINEERING (561-494-1040) FOR PERMIT THAT
 PERTAINS TO THE R.O.W.
 PROVIDE PARKING DATA TO MEET REQUIREMENTS FOR ADA AND
 NEW SPACES REQUIRED.
  
 12. [FBC 1510.10]ROOF MOUNTED MECHANICAL UNITS SHALL BE
 MOUNTED ON CURBS RAISED A MINIMUM OF 8 INCHES (203 MM)
 ABOVE THE ROOF SURFACE, OR WHERE ROOFING MATERIALS
 EXTEND BENEATH THE UNIT, ON RAISED EQUIPMENT SUPPORTS
 PROVIDING A MINIMUM CLEARANCE HEIGHT IN ACCORDANCE WITH
 TABLE 1510.10.
 PROVIDE STRUCTURAL DETAIL OF ROOF CURB.
  
 13. [FBC 1503.4]ROOF DRAINAGE
 PROVIDE ROOF DRAIN CALCULATIONS AND DESIGN TO COMPLY
 WITH SECTIONS 1106 AND 1107, AS APPLICABLE, OF THE
 FLORIDA BUILDING CODE, PLUMBING, CHAPTER 11.
  
 14. [FBC AMENDED 107.3.4.1]PROVIDE PRODUCT APPROVALS
 FOR ROOFING, OR INDICATE THAT YOU WOULD LIKE THEM
 DEFERED.
  
 15. [FBC AMENDED 107.3.4.1]PROVIDE PRODUCT APPROVALS
 FOR WINDOWS, DOORS, ROLL-UP DOOR AND STOREFRONT, OR
 INDICATE THAT YOU WOULD LIKE THEM DEFERED.
  
 NOTE:
 -PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW
 EACH COMMENT IS BEING ADDRESSED.
 -ADDITIONAL COMMENTS MAY BE FORTHCOMING PENDING REVIEW
 OF MATERIALS REQUESTED.
 -WHEN RESUBMITTING, PROVIDE TWO IDENTICAL COLLATED SETS
 OF DOCUMENTS FOR ISSUANCE. OLD SHEETS (BOTH SETS)
 SHOULD BE RETAINED IN THE PACKAGE; PLEASE DO NOT
 DISCARD ANY DOCUMENTS. THEY SHOULD BE BOUND TOGETHER
 SEPARATELY FROM THE TWO ISSUANCE SETS AND MARKED "VOID"
 OR "OLD SHEETS". PLEASE DO NOT STAMP THE PLANS VOID AS
 APPLICANTS ARE INADVERTENTLY STAMPING SHEETS THAT WE
 NEED "VOID", RENDERING THEM NOT USABLE.
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2018-10-04 Cont ID  
Sent By jleahy Date 2018-10-04 Time 16:17 Rev Time 0.00
Received By jleahy Date 2018-10-04 Time 13:25 Sent To  
Notes
***NONE***
Review Stop E-LOWVOLT ELECTRICAL LOW VOLTAGE
Rev No 1 Status P Date 2018-10-04 Cont ID  
Sent By jleahy Date 2018-10-04 Time 13:31 Rev Time 0.00
Received By jleahy Date 2018-10-04 Time 13:31 Sent To  
Notes
2018-10-04 13:31:51TELEPHONE AND DATA ONLY
Review Stop ENG ENGINEERING CSD
Rev No 4 Status N Date 2019-05-13 Cont ID  
Sent By rrossano Date 2019-05-13 Time   Rev Time 0.00
Received By rrossano Date 2019-05-13 Time   Sent To I
Notes
2019-05-13 12:07:52PLANS HAVE BEEN APPROVED THROUGH THE FORMAL ENGINEERING
 REVIEW.
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
  
 RICK ROSSANO
 PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1098
 FAX: (561) 494-1116
 MOBILE: (561) 246-9525
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 MANNY GONZALEZ
 SENIOR ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 CENTRAL OPERATIONS CENTER (DISPATCH):
 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210
  
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2019-03-22 Cont ID  
Sent By dbattles Date 2019-03-22 Time 07:37 Rev Time 0.00
Received By shill Date 2019-03-22 Time 07:37 Sent To  
Notes
2019-03-22 16:14:47CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT
 APPLICATION IF REQUIRED
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE
  
 MAIN PHONE: (561) 822-1200
  
  
2019-03-22 07:38:12DB ENTERED STATUS BY ACCIDENT AND NEW STOP CREATED FOR
 ENGINEERING TO USE.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2019-01-29 Cont ID  
Sent By RRossano Date 2019-01-29 Time   Rev Time 0.00
Received By rrossano Date 2019-01-29 Time   Sent To I
Notes
2019-01-29 07:11:18PROVIDE SEPARATE SUBMITTAL TO ENGINEERING DEPARTMENT
 FOR REVIEW. CITY OF WPB ENGINEERING FORMS AND DESIGN
 REQUIREMENT INFORMATION CAN BE FOUND HERE: HTTP://WPB.O
 RG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-
 APPLICATIONS
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2018-11-02 Cont ID  
Sent By shill Date 2018-11-02 Time 19:41 Rev Time 0.00
Received By shill Date 2018-11-02 Time 19:41 Sent To  
Notes
2018-11-02 19:42:27CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT
 APPLICATION IF REQUIRED
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE
  
 MAIN PHONE: (561) 822-1200
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2019-04-02 Cont ID  
Sent By pleduc Date 2019-03-05 Time   Rev Time 0.00
Received By pleduc Date 2019-03-05 Time 11:52 Sent To  
Notes
2019-03-05 12:01:094/2/19
  
 PER EMAILED COMMENTS FROM MS HAIR, THE EOR LETTER WILL
 BE ATTACHED.PML
  
  
 THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) THE RESPONSE TO COMMENT # 4 IS NOT APPROVED.
 ENGINEERED DOCUMENTS ARE REQUIRED TO BE SUBMITTED WITH
 THIS MASTER PERMIT PER THE F.A.C. .
  
 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.
  
  
 PLEASE SUBMIT THE REQUIRED INFORMATION IN EITHER
 NARRATIVE OR PLAN DRAWINGS.
  
 SHOULD THE EOR DEFER PER # 3 ABOVE, PLEASE CLEARLY
 INDICATE IT.
  
 THIS COMMENT MAY BE PROVISOED WITH AN OFFICIAL
 DOCUMENT/LETTER WITH THE EOR ACCEPTING TO PROVIDE THE
 REQUIRED INFORMATION PRIOR TO ANY FIRE SPRINKLER
 RELATTED WORK UNDER THIS MASTER PERMIT.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2019-01-25 Cont ID  
Sent By pleduc Date 2019-01-25 Time   Rev Time 0.00
Received By pleduc Date 2019-01-25 Time 09:47 Sent To  
Notes
2019-01-25 10:08:59THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) THE RESPONSE TO COMMENT # 4 IS NOT APPROVED.
 ENGINEERED DOCUMENTS ARE REQUIRED TO BE SUBMITTED WITH
 THIS MASTER PERMIT PER THE F.A.C. .
  
 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.
  
  
 PLEASE SUBMIT THE REQUIRED INFORMATION IN EITHER
 NARRATIVE OR PLAN DRAWINGS.
  
 SHOULD THE EOR DEFER PER # 3 ABOVE, PLEASE CLEARLY
 INDICATE IT.
  
 THIS COMMENT MAY BE PROVISOED WITH AN OFFICIAL
 DOCUMENT/LETTER WITH THE EOR ACCEPTING TO PROVIDE THE
 REQUIRED INFORMATION PRIOR TO ANY FIRE SPRINKLER
 RELATTED WORK UNDER THIS MASTER PERMIT.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2018-09-24 Cont ID  
Sent By pleduc Date 2018-09-24 Time   Rev Time 0.00
Received By pleduc Date 2018-09-17 Time 12:12 Sent To  
Notes
2018-09-24 11:54:59THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
  
  
 1) SHEET AO 01 - THE IS AN INCORRECT EDTION OF THE
 FLORIDA FIRE PREVENTION CODE; 5TH EDTION. THE PROJECT
 SHALLBE CONSTRUCTED UNDER THE CURRENT EDTION 6TH.
  
 PLEASE REVIEW, CORRECT AND ENSURE COMPLIANCE
  
  
  
  
 2) SHEET AO 02 - THE IS A REFERENCE TO COMPLY WITH THE
 2016 EDTION OF NFPA 13. UNDER THE 6TH EDITION OF THE
 FFPC, THE NFPA 13 EDITION IS 2013
  
 PLEASE REVIEW, CORRECT AND ENSURE COMPLIANCE
  
  
  
  
 3) SHEET AO 02 & AO 13 - THERE IS A SEPARATION WALL
 INDICATING A 2 HOUR FIRE WALL; HOWEVER, THE DOUBLE
 DOOR, 011, AT THIS FIRE WALL IS INDICATED AS 20 MINUTE.
  
 THIS RATING DOES NOT MEET THE 2 HOUR FIRE RATING
 REQUIREMENT.
  
  
  
 4) SHEET AO 02 - NOTE # 7 INDICATES FIRE SPRINKLER
 DRAWING TO BE SUBMITTED UNDER SEPARATE SHOP DRAWINGS.
  
 THE PROPOSED IS NOT AN EXISTING BUILDING, IT IS NEW.
 FIRE SPRINKLER REQUIRMENTS ARE TO BE SUBMITTED AS PART
 OF THIS MASTER IN COMPLIANCE WITH F.A.C. 61G.
  
 61G15-32.008 DESIGN OF FIRE ALARMS, SIGNALING SYSTEMS
 AND CONTROL SYSTEMS.
 (1) FIRE ALARMS, SIGNALING, AND CONTROL SYSTEMS
 INCLUDE, BUT ARE NOT LIMITED TO, FIRE PROTECTION
 SUPERVISION AND ALARM CIRCUITS, ACTIVATION CONTROLS,
 AND REMOTE SIGNALING.
 (2) THE FIRE PROTECTION SYSTEM DESIGN SPECIFICATIONS
 SHALL BE BASED ON APPLICABLE NFPA STANDARDS, WHEN
 AVAILABLE, OR ALTERNATIVE ENGINEERING SOURCES AND GOOD
 ENGINEERING PRACTICE WHEN REQUIRED, AND SHALL COMPLY
 WITH THE PROVISIONS OF RULE 61G15-33.006, F.A.C.
 SPECIFIC AUTHORITY 471.008, 471.033(2) FS.
 LAW IMPLEMENTED 471.033 FS.
 HISTORY--NEW 5-19-93, FORMERLY 21H-32.008.
  
 FIRE SPRINKLERS
 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.
  
 61G15-32.003 COMMON REQUIREMENTS TO ALL FIRE PROTECTION
 ENGINEERING
 DOCUMENTS.
 (1) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL PROVIDE THE ENGINEERING REQUIREMENTS TO BE USED
 IN THE PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS AND TO INDICATE THE NATURE AND SCOPE OF THE
 WORK, AND TO DESCRIBE, DETAIL, DIMENSION, LABEL AND
 DEFINE THE FIRE PROTECTION COMPONENTS, SYSTEM(S),
 MATERIALS, ASSEMBLIES, EQUIPMENT AND ITS STRUCTURAL AND
 UTILITY SUPPORT SYSTEM(S), INSOFAR AS THEY INVOLVE THE
 SAFEGUARDING OF LIFE, HEALTH OR PROPERTY.
 (2) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL SPECIFY THE APPLICABLE REQUIREMENTS FOR THE
 ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND
 COMPONENTS, WHICH SHALL BE BASED UPON APPLICABLE CODES
 AND STANDARDS, WHERE AVAILABLE.
 (3) THE OCCUPANCY OF THE AREA OR DESCRIPTION OF A
 SPECIFIC HAZARD BEING PROTECTED BY THE FIRE PROTECTION
 SYSTEM(S) SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (4) THE APPLICABLE CODE AND STANDARD TO BE USED IN THE
 PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS. WHEN CODES AND STANDARDS ARE NOT
 AVAILABLE OR APPLICABLE, AND SAID LAYOUT DOCUMENTS ARE
 TO BE BASED ON ENGINEERING JUDGMENT, ANY REASONS AND
 ASSUMPTIONS MADE TO DEVELOP THE FIRE PROTECTION CONCEPT
 SHALL BE IDENTIFIED ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (5) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS REQUIRED
 BY THE FIRE PROTECTION SYSTEM SHALL BE SHOWN ON THE
 FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS AND SHALL
 BE REFERENCED ON STRUCTURAL ENGINEERING DOCUMENTS.
 (6) WHEN LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATION
 FROM THE ENGINEER OF RECORD'S FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENT, SUCH LAYOUT DOCUMENTS ARE NOT
 COMPLIANT UNLESS THEY ARE ACCOMPANIED BY REVISED
 ENGINEERING DOCUMENTS MADE AND SEALED BY THE ENGINEER
 OF RECORD FOR THE FIRE PROTECTION SYSTEM.
 (7) REQUIREMENTS FOR ACTIVATION CONTROL SYSTEMS,
 SEQUENCE, OPERATING PARAMETERS, INTERLOCKS, SAFETY
 RELATED DEVICES, INDICATORS AND ALARMS, SHALL BE SHOWN
 ON THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS,
 UNLESS SHOWN ON OTHER RELATED DOCUMENTS.
 (8) ANY INFORMATION DEEMED APPROPRIATE BY THE ENGINEER
 OF RECORD TO ASSIST THE AUTHORITY HAVING JURISDICTION
 IN UNDERSTANDING THE OWNER?S INTENDED USE AND PROPOSED
 PROTECTION OF THE BUILDING OR FACILITY AND TO PROVIDE
 SUFFICIENT DIRECTION TO THE INSTALLATION CONTRACTOR OR
 OTHER INTERESTED PARTIES REGARDING THE LAYOUT OF THE
 SYSTEM(S), SHALL BE INCLUDED IN THE FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.003, AMENDED
 4-2-2000, 6-26-01
  
 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 FOR THE REQUIRMENTS UNDER
 THIS MASTER PERMIT IN EITHER NARRATIVE OF DRAWINGS
 SIGNED AND SEALED BY AN EOR LICENSED BY THE THE STATE
 OF FLORIDA.
  
  
  
 5) SHEET A 1 11 - THERE ARE INDICATIONS OF WHAT APPEARS
 TO BE RACK STORAGE.
  
 PLEASE PROVIDE DETAILS OF WHAT WILL BE STORED AT THIS
 LOCATION, INCLUDING, PRODUCT, WRAPPING, PALLETS AND
 HEIGHT OF OF RACKS. BE SURE TO HAVE THE EOR REVIEW ALL
 APPLICABLE INFORMATION IN THE DESING TO PROTECT THIS
 STORAGE WHICH MAY INCLUDE INRACK FIRE SPRINKLER
 PROTECTION, IF APPLICABLE.
  
 THE RACKS FRAME AND INSTALLATION SHALL BE SUBMITTED
 UNDER SEPARATE SHOP DRAWINGS.
  
  
  
 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 I INCOMING/PROCESSING
Rev No 5 Status N Date 2019-06-03 Cont ID  
Sent By dbattles Date 2019-06-03 Time 09:14 Rev Time 0.00
Received By dbattles Date 2019-05-30 Time 14:31 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2019-05-16 Cont ID  
Sent By dbattles Date 2019-05-16 Time 15:58 Rev Time 0.00
Received By dbattles Date 2019-05-13 Time 10:46 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2019-03-25 Cont ID  
Sent By thunt Date 2019-03-25 Time 08:41 Rev Time 0.00
Received By thunt Date 2019-02-28 Time 10:29 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-02-08 Cont ID  
Sent By cpuell Date 2019-02-08 Time 15:28 Rev Time 0.00
Received By cpuell Date 2019-01-09 Time 11:26 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-11-02 Cont ID  
Sent By shill Date 2018-11-02 Time 19:42 Rev Time 0.00
Received By shill Date 2018-09-07 Time 13:54 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2019-05-17 Cont ID  
Sent By lmarchan Date 2019-05-17 Time 07:54 Rev Time 0.00
Received By lmarchan Date 2019-05-13 Time 10:46 Sent To  
Notes
2019-05-17 07:55:02RECEIPT 2019-0515-394 - $16,142.42 PAID
2019-05-13 10:46:525/13/19 SENT EMAIL TO IMPACT FEE OFFICE. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2018-11-02 Cont ID  
Sent By dbattles Date 2018-11-02 Time 15:49 Rev Time 0.00
Received By dbattles Date 2018-11-02 Time 15:49 Sent To  
Notes
2018-11-02 15:50:34[FBC AMENDED 109]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://DISCOVE
 R.PBCGOV.ORG/PZB/ADMINISTRATION/PDF/IMPACTFEES/FORMS/QU
 ESTIONNAIRE.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 2 Status P Date 2019-02-04 Cont ID  
Sent By ccole Date 2019-02-04 Time 13:37 Rev Time 0.00
Received By ccole Date 2019-02-04 Time 11:52 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2018-10-17 Cont ID  
Sent By ccole Date 2018-10-17 Time 11:52 Rev Time 0.00
Received By ccole Date 2018-10-17 Time 11:52 Sent To  
Notes
2018-10-17 11:58:061ST REVIEW FBC-2017 MECHANICAL
 PERMIT #18090121
 10/17/18
  
 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 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) SHEET M2.1: SHOW THE LOCATIONS OF THE REQUIRED DUCT
 SMOKE DETECTORS IN THE SUPPLY AIR SYSTEMS OF RTU- 1 & 2
 PER SECTION 606.2.1 FBC M, AND PROVIDE A SEQUENCE OF
 OPERATION FOR FAN SHUTDOWN AND HOW THE DEVICES WILL BE
 SUPERVISED- SECTIONS 606.4 & 606.4.1.
  
 2) M2.1: THE PLAN DOES NOT CLEARLY SHOW THE LOCATION OF
 THE TOILET ROOM EXHAUST TERMINATION- SECTION 501.3.1
 FBC M.
  
 3) M2.1 & M2.2: PROVISDE CONDENSATE DISPOSAL PLANS FOR
 THE RTU'S AND THE AHU- SECTION 307 FBC M.
  
 4) M2.2 & M6.1: PROVIDE COMPLETE WINDLOAD ENGINEERING
 FOR INSTALLATION OF THE RTU'S AND CURBS, AND FOR THE
 CONDENSER STAND ON THE ROOF- SECTION 301.15 FBC M.
 PLEASE INCLUDE THE DESIGN CRITERIA AS OUTLINED IN
 SECTION 1609 FBC M, AND SUBMIT THE NOA FOR THE STAND.
  
 5) REFER TO SECTION 306.5 FBC M AND CLARIFY HOW ACCESS
 TO THE ROOFTOP EQUIPMENT IS BEING 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 NFIP NFIP REVIEW ACTIVITY
Rev No 2 Status N Date 2019-05-16 Cont ID  
Sent By dbattles Date 2019-05-16 Time 15:06 Rev Time 0.00
Received By dbattles Date 2019-05-16 Time 15:06 Sent To  
Notes
2019-05-16 15:12:03APPRAISAL WAS PROVIDED TO SHOW THAT THE ADDITION
 DOESN'T MAKE THIS PROJECT FALL INTO SUBSTANTIAL
 IMPROVEMENT.
 $3,700,00.00 MARKET VALUE
 1,075,000.00 LAND VALUE
 2,625,000.00 TOTAL VALUE OF BUILDING MINUS LAND
  
 $950,000.00 TOTAL PROPOSED ADDITION LESS THAN 50% OF
 BUILDING VALUE.
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status F Date 2019-03-22 Cont ID  
Sent By dbattles Date 2019-03-22 Time 08:16 Rev Time 0.00
Received By dbattles Date 2019-03-22 Time 08:14 Sent To  
Notes
2019-03-22 08:16:37-PENDING NFIP EVALUATION FOR SUBSTANTIAL IMPROVEMENT
 PLEASE PROVIDE CERTIFIED APPRAISAL OR DOCUMENTATION
 FROM PRPOERTY APPRAISER TO SHOW THE VALUE OF THE
 STRUCTURE ONLY.
Review Stop P PLUMBING
Rev No 3 Status P Date 2019-04-03 Cont ID  
Sent By thunt Date 2019-04-03 Time 07:01 Rev Time 0.00
Received By thunt Date 2019-03-25 Time 08:41 Sent To P
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2019-01-28 Cont ID  
Sent By gjohnson Date 2019-01-28 Time 18:25 Rev Time 0.00
Received By gjohnson Date 2019-01-28 Time 18:25 Sent To  
Notes
2019-01-28 18:25:471ST REVIEW:
 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. PLEASE PROVIDE SANITARY AND WATER ISOMETRICS
 DRAWINGS. PER WPB AMEND TO FBC 107.3.5.1.3(13)
  
 2. THE WATER COOLER BRANCH DRAIN SHALL CONNECT TO THE
 BUILDING DRAIN DOWN STREAM OF THE BATHROOM GROUP. PER
 FBC PL 912.1
  
 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 P PLUMBING
Rev No 1 Status P Date 2018-10-19 Cont ID  
Sent By gjohnson Date 2018-10-19 Time 09:52 Rev Time 0.00
Received By gjohnson Date 2018-10-19 Time 09:34 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2020-03-16 Cont ID  
Sent By cthroop Date 2020-03-16 Time 14:58 Rev Time 0.00
Received By cthroop Date 2020-03-16 Time 14:50 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2019-03-22 Cont ID  
Sent By dbattles Date 2019-03-22 Time 08:13 Rev Time 0.00
Received By dbattles Date 2019-03-22 Time 08:13 Sent To  
Notes
2019-03-22 08:14:34PROVIDE PRODUCT APPROVALS WITH SUB PERMIT.
 ROOF DRAINAGE APPROVED IN MASTER 18090121.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 5 Status P Date 2019-06-03 Cont ID  
Sent By dbattles Date 2019-06-03 Time 09:13 Rev Time 0.00
Received By dbattles Date 2019-06-03 Time 09:13 Sent To  
Notes
2019-06-03 09:14:16SIGNED AND SEALED HARD COPY WAS PROVIDED AND SENT TO
 FILE.
2019-05-31 14:31:385/31/19 HARD COPIES ROUTED TO DBATTLES
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status F Date 2019-05-16 Cont ID  
Sent By dbattles Date 2019-05-16 Time 15:57 Rev Time 0.00
Received By dbattles Date 2019-05-16 Time 15:57 Sent To  
Notes
2019-05-16 16:02:04PLEASE BRING ONE SIGNED AND SEALED COPY OF PLANS TO THE
 BUILDING DEPARTMENT TO VERIFY SIGNATURES.
 THIS SHOULD BE GIVEN AS A SUBMITTAL TO THE FRONT
 COUNTER AND ONCE VERIFIED SIGNATURE WILL BE APPROVED.
 THE COPY STAYS WITH BUILDING DEPARTMENT RECORDS, SO A
 SITE COPY WILL NEED TO BE PRODUCED IN ADDITION TO THIS
 SIGNATURE VERIFICATION SET.
  
 DYLAN BATTLES
 BUILDING PLANS EXAMINER PX4191
 [email protected]
 561-805-6718
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status F Date 2019-03-22 Cont ID  
Sent By dbattles Date 2019-03-22 Time 08:18 Rev Time 0.00
Received By dbattles Date 2019-03-14 Time 12:42 Sent To  
Notes
2019-03-22 08:22:29A FEW SHEETS OUT OF 66 ARE DIGITALLY SIGNED.
 PLEASE CONTACT PERMIT LIBRARIANS TO FINALIZE SIGNATURE
 REQUIREMENTS.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2019-01-18 Cont ID  
Sent By dbattles Date 2019-01-18 Time 16:20 Rev Time 0.00
Received By dbattles Date 2019-01-18 Time 16:20 Sent To  
Notes
2019-01-18 16:25:32SEE PREVIOUS SIGNATURE REVIEW FOR DETAILS.
 THE PAPER SET WILL NEED TO BE UPDATED TO REFECT CHANGES
 MADE TO DRAWINGS FROM BLDG. DEPT. REVIEWS.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2018-09-11 Cont ID  
Sent By skennedy Date 2018-09-11 Time 13:12 Rev Time 0.00
Received By skennedy Date 2018-09-11 Time 13:11 Sent To  
Notes
2018-09-11 13:14:00SIGNATURE REVIEW WILL BE COMPLETED AFTER ALL PLANS ARE
 APPROVED AND IT IS VERIFIED THAT THE PAPER VERSION ON
 FILE IS CONSISTENT WITH THE PLANS IN THE PROJECTDOX
 FOLDERS.
2018-09-06 10:41:11PAPER PLANS IN LIBRARY FOR SIGNATURES
Review Stop Z ZONING
Rev No 3 Status P Date   Cont ID  
Sent By   Date 2019-03-12 Time   Rev Time 0.00
Received By pgreilic Date 2019-03-12 Time 12:25 Sent To  
Notes
2019-03-12 12:25:071.) REFERENCE CITY OF WPB STANDARD DETAILS FOR PARKING
 STALLS, BIKE RACKS, DUMPSTER ON APPROVED SITE PLAN
 2.) ALL APPROVED SITE WORK AND LANDSCAPING SHALL BE
 INSTALLED PRIOR TO ISSUANCE OF C.O. FOR BUILDING
 EXPANSION
 3.) LANDSCAPE PERMIT REQUIRED. INSTALLATION REQUIRED
 PRIOR TO C.O. FOR BUILDING EXPANSION
  
 PAUL GREILICH, SENIOR PLANNER
 (561)-822-1443
 [email protected]
Review Stop Z ZONING
Rev No 2 Status F Date   Cont ID  
Sent By   Date 2019-02-05 Time   Rev Time 0.00
Received By pgreilic Date 2019-02-05 Time 12:24 Sent To  
Notes
2019-02-05 09:44:241.) INCLUDE CITY OF WPB STANDARD DETAILS FOR PARKING
 STALLS, BIKE RACKS, DUMPSTER
 2.) ALL APPROVED SITE WORK AND LANDSCAPING SHALL BE
 INSTALLED PRIOR TO ISSUANCE OF C.O. FOR BUILDING
 EXPANSION
 3.) LANDSCAPE PERMIT REQUIRED
  
 PAUL GREILICH, SENIOR PLANNER
 (561)-822-1443
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 2018-10-18 Cont ID  
Sent By llouie Date 2018-10-18 Time 16:12 Rev Time 0.00
Received By pgreilic Date 2018-10-18 Time 16:12 Sent To  
Notes
2018-10-18 16:14:061.) INCLUDE CITY OF WPB STANDARD DETAILS FOR PARKING
 STALLS, BIKE RACKS, DUMPSTER
 2.) ALL APPROVED SITE WORK AND LANDSCAPING SHALL BE
 INSTALLED PRIOR TO ISSUANCE OF C.O. FOR BUILDING
 EXPANSION
 3.) LANDSCAPE PERMIT REQUIRED
  
 PAUL GREILICH, SENIOR PLANNER
 (561)-822-1443
 [email protected]


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