Plan Review Details - Permit 19120853
Plan Review Stops For Permit 19120853
Review Stop AD ADDRESSING
Rev No 3 Status P Date 2020-11-13 Cont ID  
Sent By cpuell Date 2020-11-13 Time 09:18 Rev Time 0.00
Received By cpuell Date 2020-11-13 Time 09:18 Sent To  
Notes
***NONE***
Review Stop AD ADDRESSING
Rev No 2 Status F Date 2020-10-28 Cont ID  
Sent By cpuell Date 2020-10-28 Time 16:52 Rev Time 0.00
Received By cpuell Date 2020-10-28 Time 16:52 Sent To  
Notes
2020-10-28 16:52:37NEED SITE PLAN OR SURVEY, INDICATING WHERE THE ENTRANCE
 TO THE UNIT WILL BE. PLEASE CONTACT [email protected] OR
 561-805-6659
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2020-03-23 Cont ID  
Sent By lmarchan Date 2020-03-23 Time 09:31 Rev Time 0.00
Received By lmarchan Date 2020-03-23 Time 09:31 Sent To  
Notes
2020-03-23 09:31:51NEED SITE PLAN OR SURVEY, INDICATING WHERE THE ENTRANCE
 TO THE UNIT WILL BE. PLEASE CONTACT [email protected] OR
 561-805-6659
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2020-11-16 Cont ID  
Sent By dbattles Date 2020-11-16 Time 11:54 Rev Time 0.00
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Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2020-08-20 Cont ID  
Sent By cthroop Date 2020-08-20 Time 15:24 Rev Time 0.00
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Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2020-01-22 Cont ID  
Sent By dbattles Date 2020-01-22 Time 16:56 Rev Time 0.00
Received By dbattles Date 2020-01-22 Time 13:15 Sent To  
Notes
2020-01-22 16:58:11BUILDING REVIEW COMMENTS:
  
 W.P.B. PERMIT: 19120853
 REVIEWED: JANUARY 22, 2020
  
 DYLAN BATTLES
 BUILDING PLANS EXAMINER PX4191
 [email protected]
 561-805-6718
  
 FLORIDA BUILDING CODE,6TH EDITION (2017)
 FBC[AMENDED] = 2017 CHAPTER 1 WPB AMENDMENTS (SEE LINK
 BELOW)
 HTTPS://WPB.ORG/DEPARTMENTS/DEVELOPMENT-SERVICES/FORMS/
 BUILDING-PERMIT-FORMS
 FBC[B] = FBC BUILDING
 FBC[EXISTING] = FBC EXISTING BUILDING
 FBC[A] = FBC ACCESSIBILITY
 FBC[E] = FBC ENERGY CONSERVATION
 FBC[R] = FBC RESIDENTIAL
  
 1) 107.2.5 FBC[AMENDED] DEMOLITION PLAN.
 - PROVIDE DEMOLITION PLAN TO SHOW EXISTING
 CONFIGURATION, AREA AND DIMENSIONS.
  
 2) 109.3 FBC[AMENDED] PROVIDE BREAKDOWN OF WHAT THE
 PROJECT VALUE WOULD BE IF THE WORK WAS PERFORMED BY
 HIRED CONTRACTORS. EVEN THOUGH THIS IS OWNER/BUILDER,
 THE BUILDING DEPARTMENT ASSESSES FEES BASED ON
 MATERIALS AND LABOR AS WE DO PLAN REVIEWS AND
 INSPECTIONS BASED ON ACTUAL CONSTRUCTION COSTS.
  
 3) 107.5.3 FBC[AMENDED] STATE THE CODE EDITION THAT
 APPLY TO THIS PROJECT
 - FLORIDA BUILDING CODE(FBC), 6TH EDITION (2017)
 BUILDING, MECHANICAL, PLUMBING AND NATIONAL ELECTRIC
 CODE (NFPA 70)2014
  
 4) LEVEL 2 ALTERARTION
 - STATE ON PLANS THAT THIS IS A LEVEL 2 ALTERATION
  
 5) SQUARE FOOTAGE
 - STATE ON PLANS WHAT THE EXISTING SQUARE FOOTAGE WAS.
 (CARPORT NON-CONDITIONED) AND WHAT THE SQUARE FOOTAGE
 IS NOW (CONDITIONED HABITABLE SPACE)
  
 6) R314.3 FBC[R] LOCATION. SMOKE ALARMS SHALL BE
 INSTALLED IN THE FOLLOWING LOCATIONS:
  
 1. IN EACH SLEEPING ROOM.
  
 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
 VICINITY OF THE BEDROOMS.
  
 7) 501 FBC[ENERGY]STATE ON PLANS HOW THE ENERGY CODE IS
 BEING MET FOR ALTERATIONS. R- VALUE OF INSULATION IN
 WALLS AND CEILING.
 - ALSO, SWHO ANY OPENINGS INCLUDING WINDOWS.
  
 8) 310.1 FBC[R]EMERGENCY ESCAPE AND RESCUE OPENING
 REQUIRED. BASEMENTS, HABITABLE ATTICS AND EVERY
 SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE
 EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS
 CONTAIN ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE
 AND RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING
 ROOM. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN
 DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT
 OPENS TO A PUBLIC WAY.
  
 310.2.1 FBC[R] MINIMUM OPENING AREA EMERGENCY AND
 ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING
 OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR OPENING
 DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED
 BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND
 RESCUE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT
 OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET
 CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES.
 - MARK ON PLANS BEDROOM WINDOWS TO MEET EGRESS
 REQUIREMENTS.
  
 9) 318.1 FBC[R] TERMITE PROTECTION. TERMITE PROTECTION
 SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING
 SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND
 PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS
 OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE
 TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202,
 ?REGISTERED TERMITICIDE.? UPON COMPLETION OF THE
 APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A
 CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
 BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL
 COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: ?THE
 BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE
 PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN
 ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE
 FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
 SERVICES.?
  
 10) ASCE 7-10 26.7.1 WIND EXPOSURE CATEGORY.
 - THIS SITE WOULD BE EXPOSURE B
  
 11) 301.2.1.2 FBC[R] PROTECTION OF OPENINGS.
 - IF THE WINDOWS ARE NOT IMPACT RATED PLEASE PROVIDE
 HOW WINDOWS ARE BEING PROTECTED, IF SHUTTERS PROVIDE
 PRODUCT APPROVAL FOR THE SHUTTER SYSYTEM TO BE USED.
  
 12) 107.5.3 FBC[AMENDED]PROVIDE PRODUCT APPROVALS FOR
 ANY WINDOWS AND DOORS. PROVIDE SIZES OF ANY WINDOWS OR
 DOORS ON THE PLANS.
  
 13) 602.7.5 FBC[R] FULL HEIGHT STUDS AT OPENINGS.
 - PLEASE SHOW DETAILS OF WALL CONSTRUCTION.
 TYPE(MATERIALS), THICKNESS, CONNECTORS, SPACING AND HOW
 TIED TO EXISTING.
  
 317.19(5) FBC[R] WOOD SIDING, SHEATHING AND WALL
 FRAMING ON THE EXTERIOR OF A BUILDING HAVING A
 CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE
 GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED
 VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO
 SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE
 WEATHER.
  
 14) 317.1.2 FBC[R] GROUND CONTACT. ALL WOOD IN CONTACT
 WITH THE GROUND, EMBEDDED IN CONCRETE IN DIRECT CONTACT
 WITH THE GROUND OR EMBEDDED IN CONCRETE EXPOSED TO THE
 WEATHER THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR
 HUMAN OCCUPANCY SHALL BE APPROVED
 PRESSURE-PRESERVATIVE-TREATED WOOD SUITABLE FOR GROUND
 CONTACT USE, EXCEPT THAT UNTREATED WOOD USED ENTIRELY
 BELOW GROUNDWATER LEVEL OR CONTINUOUSLY SUBMERGED IN
 FRESH WATER SHALL NOT BE REQUIRED TO BE
 PRESSURE-PRESERVATIVE TREATED.
  
 NOTES:
  
 -PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW
 EACH COMMENT IS BEING ADDRESSED.
  
 -COMMENTS ARE A BRIEF OVERVIEW OF CODE SECTIONS.
 FURTHER REVIEW OF THE REFERENCED CODE SECTIONS WILL BE
 REQUIRED.
  
 -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.
  
 PLEASE FEEL FREE TO CONTACT ME AT 561-805-6718 (M-F
 8-5) TO DISCUSS COMMENTS, OR E-MAIL ANYTIME
 [email protected]
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2020-08-20 Cont ID  
Sent By cthroop Date 2020-08-20 Time 15:02 Rev Time 0.00
Received By cthroop Date 2020-08-20 Time 14:03 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2020-01-03 Cont ID  
Sent By jpearson Date 2020-01-03 Time 14:23 Rev Time 0.00
Received By jpearson Date 2020-01-03 Time 09:59 Sent To  
Notes
2020-01-03 14:23:15CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
 FAC = FLORIDA ADMINISTRATIVE CODE
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PROVIDE ELECTRICAL PLAN FOR REVIEW, SIGNED (AND
 SEALED WHERE APPLICABLE) BY THE PERSON RESPONSIBLE FOR
 THE DESIGN. WPB FBC 107.2.1, 107.3.5; FS 471, 481
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, PROVIDE A RESPONSE LETTER ADDRESSING EACH
 ITEM ALONG WITH THE CITY RESUBMITTAL FORM.
 ADDITIONALLY, INSERT CORRECTED PAGES INTO THE ORIGINAL
 SUBMITTAL AND REMOVE THE PREVIOUSLY REVIEWED SHEETS.
 ONE COPY OF THE PREVIOUSLY REVIEWED SHEETS SHOULD
 REMAIN IN PACKAGE AND BE MARKED OLD SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2020-11-16 Cont ID  
Sent By ccarvaja Date 2020-11-16 Time 14:20 Rev Time 0.00
Received By ccarvaja Date 2020-10-28 Time 08:57 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2020-10-28 Cont ID  
Sent By cpuell Date 2020-10-28 Time 16:52 Rev Time 0.00
Received By cpuell Date 2020-08-06 Time 16:42 Sent To  
Notes
2020-08-14 15:56:10CONVERTED TO DIGITAL. JG.
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-03-09 Cont ID  
Sent By cpuell Date 2020-03-09 Time 16:40 Rev Time 0.00
Received By cpuell Date 2020-03-09 Time   Sent To  
Notes
2020-03-09 16:41:12NEED SITE PLAN OR SURVEY, INDICATING WHERE THE ENTRANCE
 TO THE UNIT WILL BE. PLEASE CONTACT [email protected] OR
 561-805-6659
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-01-22 Cont ID  
Sent By dbattles Date 2020-01-22 Time 16:58 Rev Time 0.00
Received By dbattles Date 2019-12-19 Time 13:33 Sent To  
Notes
2019-12-20 13:33:11R30
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2020-11-17 Cont ID  
Sent By lmarchan Date 2020-11-17 Time 10:12 Rev Time 0.00
Received By lmarchan Date 2020-11-16 Time 14:21 Sent To  
Notes
2020-11-17 10:13:07MU-2020-44844 - $0.00 - NO FEES DUE
2020-11-16 14:22:33READY FOR IMPACT REVIEW. EMAILED PBC. IMPACT FEE
 QUESTIONNAIRE HAS BEEN UPLOADED IN PROJECTDOX. CC
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2020-08-20 Cont ID  
Sent By cthroop Date 2020-08-20 Time 15:05 Rev Time 0.00
Received By cthroop Date 2020-08-20 Time 15:05 Sent To  
Notes
2020-08-20 15:05:42IMPACT FEES - DIGITAL SUBMITTALS
  
 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 IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2020-01-22 Cont ID  
Sent By dbattles Date 2020-01-22 Time 16:16 Rev Time 0.00
Received By dbattles Date 2020-01-22 Time 13:15 Sent To  
Notes
2020-01-22 16:17:02109 FBC[AMENDED] PLANS REQUIRE REVIEW BY THE PBC IMPACT
 FEE OFFICE. ?CALL (561) 233-5025. ?UPON APPROVAL, YOU
 MAY CHECK OUT ONE PLAN SET AND TAKE TO THAT OFFICE FOR
 REVIEW. ?PLEASE RETURNED STAMPED AND WITH A COPY OF THE
 RECEIPT AS APPLICABLE. PLEASE PROVIDE THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO THE PBC IMPACT FEE
 OFFICE. THE FORM CAN BE FOUND AT: HTTP://DISCOVER.PBCGO
 V.ORG/PZB/ADMINISTRATION/PDF/IMPACTFEES/FORMS/QUESTIONN
 AIRE.PDF
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2020-11-03 Cont ID  
Sent By medwards Date 2020-11-03 Time 09:36 Rev Time 0.00
Received By medwards Date 2020-11-03 Time 09:36 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2020-08-17 Cont ID  
Sent By medwards Date 2020-08-17 Time 07:29 Rev Time 0.00
Received By medwards Date 2020-08-17 Time 07:17 Sent To  
Notes
2020-08-17 07:31:07PLEASE SEE 1ST MECHANICAL REVIEWERS COMMENTS.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2020-01-16 Cont ID  
Sent By ccole Date 2020-01-16 Time 16:16 Rev Time 0.00
Received By ccole Date 2020-01-16 Time 16:16 Sent To  
Notes
2020-01-16 16:29:371ST REVIEW FBC-2017 MECHANICAL
 PERMIT #19120853
 1/16/20
  
 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
 FBC RES- FLORIDA RESIDENTIAL 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) PROVIDE MECHANICAL PLANS- SECTION 107.2.1 WPB. THE
 PLANS SHALL CLEARLY SHOW THE SCOPE OF WORK FOR THE
 PROJECT AND INCLUDE: LOCATIONS OF ANY PROPOSED AC
 EQUIPMENT, AC EQUIPMENT SCHEDULES, DUCT LAYOUT
 DRAWINGS, KITCHEN AND BATH EXHAUST SYSTEM DETAILS.
  
 2) MANUAL J AC COOLING AND HEATING CALCULATIONS ARE
 REQUIRED FOR ALL NEW PROPOSED AC SYSTEMS- SECTION
 R403.6.1 FBC EC.
  
 3) PROVIDE AN ENERGY COMPLIANCE REPORT FOR THE NEW
 CONDITIONED BUILDING- SEE SECTIONS R101.5 & R503.2 FBC
 EC.
  
 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 P PLUMBING
Rev No 2 Status P Date 2020-08-20 Cont ID  
Sent By lcrespo Date 2020-08-17 Time 11:46 Rev Time 0.00
Received By lcrespo Date 2020-08-17 Time 08:15 Sent To  
Notes
2020-08-17 08:15:418/17/20 REVIEWED FOR CODE COMPLIANCE (PLUMBING)
  
 BY REVIEWING THE PLANS / SPECIFICATIONS FOR CODE
 COMPLIANCE DOES NOT RELIEVE THE OWNER, DESIGN
 PROFESSIONAL, CONTRACTORS OR THEIR REPRESENTATIVES FROM
 THE RESPONSIBILITY TO COMPLY WITH ALL LOCAL, STATE AND
 NATIONAL CODES AND STANDARDS IN EFFECT AT THE TIME OF
 PERMIT ISSUANCE. OUR REVIEW IS NOT A CHECK OF EVERY
 ITEM AND DOES NOT PREVENT THIS DEPARTMENT FROM
 REQUIRING CORRECTIONS DURING CONSTRUCTION. ANY CHANGES
 / ALTERATIONS TO APPROVED PLANS SHALL BE APPROVED TO
 AVOID VOIDING OF THE PERMIT.
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2020-01-02 Cont ID  
Sent By lcrespo Date 2020-01-02 Time 07:26 Rev Time 0.00
Received By lcrespo Date 2020-01-02 Time 07:26 Sent To  
Notes
2020-01-02 09:23:2401/02/20 1ST PLUMBING REVIEW **DENIED** WITH COMMENTS
  
 NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS
 TIME AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS.
  
 1. DIMENSION ON PLANS ARE NOT CLEAR ON THE OPENINGS OF
 FIXTURES AS THEY ARE NEEDED TO BE IN FEET AND INCHES
 PER THE WPB AMENDMENTS TO THE FBC SEC 107.2.1.3 QUALITY
 OF BUILDING PLANS.
  
 2. PLUMBING RISER DIAGRAM REQUIRED WPB AMENDMENTS TO
 THE FBC SEC. 107.3.5.3 (11) RESIDENTIAL PLUMBING.
 A. CONNECTION TO EXISTING SANITARY SYSTEM.
 B. SIZE OF PIPES.
 C. CLEANOUT OUTSIDE OF RESIDENCE IF APPLICABLE TO NEW
 SYSTEM.
 D. VENT THROUGH ROOF IF ON A NEW SYSTEM OR AIR
 ADMITTANCE VALVES IF CONNECTION TO EXISTING SYSTEM.
 E. SHOW SHOWER P-TRAPS, WATER CLOSET (TOILET) AND LAV
 ARMS.
  
 3. SUBMIT A SLAB REPAIR DETAIL FOR REVIEW AND ONCE
 APPROVED HAVE TWO COPIES AT THE JOB SITE. SHOW THE
 WIDTH OF THE REPAIR, THE MINIMUM THICKNESS OF THE
 CONCRETE TO BE REPLACED, AND THE PSI OF THE CONCRETE.
 SHOW THE SIZE AND LENGTH OF THE DOWELS, THE MINIMUM
 EMBEDMENT DEPTH INTO THE EXISTING SLAB, THE ANCHORING
 MATERIAL FOR THE DOWELS AND THE SPACING OF THE DOWELS
 ON CENTER. THE REPAIR SHALL ALSO INCLUDE TERMITE
 TREATMENT OF THE SOIL AND THE REQUIRED VAPOR BARRIER
 OVER WELL-COMPACTED SOIL. A COPY OF THE TERMITE
 CERTIFICATE SHALL BE ONSITE FOR A FINAL INSPECTION.
  
 2017 FBC-RESIDENTIAL SECTION R318.1.1. IF SOIL
 TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION,
 THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE
 FOUNDATION PERIMETER SHALL BE DONE AFTER ALL
 EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE.
  
 2017 FBC-RESIDENTIAL SECTION R402.2. CONCRETE SHALL
 HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OFF 'C,
 AS SHOWN IN TABLE R402.2. CONCRETE SUBJECT TO MODERATE
 OR SEVERE WEATHERING AS INDICATED IN TABLE R301.2(1)
 SHALL BE AIR ENTRAINED AS SPECIFIED IN TABLE R402.2.
 THE MAXIMUM WEIGHT OF FLY ASH, OTHER POZZOLANS, SILICA
 FUME, SLAG OR BLENDED CEMENTS THAT IS INCLUDED IN
 CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND FOR
 EXTERIOR PORCHES, CARPORT SLABS AND STEPS THAT WILL BE
 EXPOSED TO DEICING CHEMICALS SHALL NOT EXCEED THE
 PERCENTAGES OF THE TOTAL WEIGHT OF CEMENTITIOUS
 MATERIALS SPECIFIED IN SECTION 19.3.3.4 OF ACI 318.
 MATERIALS USED TO PRODUCE CONCRETE AND TESTING THEREOF
 SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED IN
 CHAPTERS 19 AND 20 OF ACI 318 OR ACI 332.
  
 2017 FBC-RESIDENTIAL SECTION R404.1.3.3.7.1. STEEL
 REINFORCEMENT SHALL COMPLY WITH THE REQUIREMENTS OF
 ASTM A615, A706, OR A996. ASTM A996 BARS PRODUCED FROM
 RAIL STEEL SHALL BE TYPE R. IN BUILDINGS ASSIGNED TO
 SEISMIC DESIGN CATEGORY A, B OR C, THE MINIMUM YIELD
 STRENGTH OF REINFORCING STEEL SHALL BE 40,000 PSI
 (GRADE 40) (276 MPA). IN BUILDINGS ASSIGNED TO SEISMIC
 DESIGN CATEGORY D0, D1 OR D2, REINFORCING STEEL SHALL
 COMPLY WITH THE REQUIREMENTS OF ASTM A706 FOR LOW-ALLOY
 STEEL WITH A MINIMUM YIELD STRENGTH OF 60,000 PSI
 (GRADE 60) (414 MPA).
  
 2017 FBC-RESIDENTIAL SECTION R501.2 REQUIREMENTS. FLOOR
 CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL
 LOADS IN ACCORDANCE WITH SECTION R301 AND OF
 TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING
 STRUCTURAL ELEMENTS.
  
 2017 FBC-RESIDENTIAL SECTION R506.1 GENERAL. CONCRETE
 SLAB-ON-GROUND FLOORS SHALL BE DESIGNED AND CONSTRUCTED
 IN ACCORDANCE WITH THE PROVISIONS OF ACI 332 AND THIS
 SECTION. FLOORS SHALL BE A MINIMUM OF 3 1/2 INCHES (89
 MM) THICK (FOR EXPANSIVE SOILS, SEE SECTION R403.1.8).
 THE SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SHALL BE
 AS SET FORTH IN SECTION R402.2.
  
 2017 FBC-RESIDENTIAL SECTION R506.2.3 VAPOR RETARDER A
 6-MIL (0.006 INCHES; 152 MM) POLYETHYLENE OR APPROVED
 VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6
 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE
 FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE
 WHERE NO BASE COURSE EXISTS.
  
 EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE
 FOLLOWING:
  
 1. GARAGES, UTILITY BUILDINGS, AND OTHER UNHEATED
 ACCESSORY STRUCTURES.
  
 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS
 THAN 70 SQUARE FEET (6.5 M2) AND CARPORTS.
  
 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT
 LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE.
  
 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON
 LOCAL SITE CONDITIONS.
  
 4. THE PHYSICAL ADDRESS OF THE RESIDENCE MUST BE ON
 PLANS IN FULL, NUMBER, STREET, CITY, STATE AND ZIP CODE
 PER THE WPB AMENDMENTS TO THE FBC SEC.107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 5. MINIMUM ON SHOWER MAY BE 25" WITH 1300 SQUARE
 INCHES, MIN ON TOILET 30" FROM CENT OF SHOWER PARTITION
 AND LAV. SINK 30" FROM CENTER OF TOILET TO CENTER OF
 LAV. SINK.
  
 6. SHOWER AND VALVES SHALL BE EQUIPPED WITH CONTROL
 VALVES OF THE PRESSURE-BALANCE, THERMOSTATIC-MIXING OR
 COMBINATION PRESSURE-BALANCE/THERMOSTATIC-MIXING VALVE
 TYPES WITH A HIGH LIMIT STOP IN ACCORDANCE WITH ASSE
 1016/ASME A112.1016/CSA B125.16. PER THE 2017 FBC SEC.
 R2708.4.
  
 7. SHOWER PAN MUST HAVE A SLOPED MORTAR BED THAT IS
 PRE-PITCHED BENEATH PRIOR TO LINER INSTALLATION OF 1/4"
 IN PER FOOT TOWARD THE DRAIN, MUST HAVE DAM CORNER,
 BACKING AROUND THE PERIMETER AND BEFORE FINAL MORTAR
 APPLICATION AND PLACE SOME PEA GRAVEL OVER WEEP HOLES
 SO THE MORTAR DOES NOT COVER THEM PER MANUFACTURES
 SPECIFICATIONS PER THE 2017 FBC R2709.2.
  
 CODE REFERENCE;
 HTTPS://CODES.ICCSAFE.ORG/CONTENT/FRC2017
  
 GOOGLE; WEST PALM BEACH AMENDMENTS 2017 FBC CHAPTER 1
 FINAL 3-12-18- ORDINANCE NO-4765-18-2
  
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION, MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
  
 LUIS A. CRESPO
 PLUMBING INSPECTOR /
 PLUMBING PLAN REVIEW
 AVAILABLE FROM 1:00 PM TO 4:00 PM
 [email protected]
 561-805-6720
  
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status N Date 2020-11-16 Cont ID  
Sent By dbattles Date 2020-11-16 Time 11:54 Rev Time 0.00
Received By dbattles Date 2020-11-16 Time 11:54 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2020-01-22 Cont ID  
Sent By dbattles Date 2020-01-22 Time 16:55 Rev Time 0.00
Received By dbattles Date 2020-01-22 Time 13:15 Sent To  
Notes
2020-01-22 16:56:28BUILDING REVIEW COMMENTS:
  
 W.P.B. PERMIT: 19120853
 REVIEWED: JANUARY 22, 2020
  
 DYLAN BATTLES
 BUILDING PLANS EXAMINER PX4191
 [email protected]
 561-805-6718
  
 FLORIDA BUILDING CODE,6TH EDITION (2017)
 FBC[AMENDED] = 2017 CHAPTER 1 WPB AMENDMENTS (SEE LINK
 BELOW)
 HTTPS://WPB.ORG/DEPARTMENTS/DEVELOPMENT-SERVICES/FORMS/
 BUILDING-PERMIT-FORMS
 FBC[B] = FBC BUILDING
 FBC[EXISTING] = FBC EXISTING BUILDING
 FBC[R] = FBC RESIDENTIAL
  
 WAS ANY WORK DONE TO THE ROOF?
 IF NOT STATE ON PLANS WITH A NOTE.
  
 IF YES PROVIDE NOTES OF PITCH AND ROOFING MATERIAL.
 PROVIDE PRODUCT APPROVALS
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2020-11-16 Cont ID  
Sent By dbattles Date 2020-11-16 Time 11:55 Rev Time 0.00
Received By dbattles Date 2020-11-16 Time 11:54 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2020-08-20 Cont ID  
Sent By cthroop Date 2020-08-20 Time 15:03 Rev Time 0.00
Received By cthroop Date 2020-08-20 Time 14:29 Sent To  
Notes
2020-08-20 15:04:53PLAN REVIEW - SIGNATURE
  
 CHRISTOPHER S. THROOP, C.B.O.
 PLANS EXAMINER BUILDING - PX3169
 PLANS EXAMINER 1&2 FAMILY - SFP306
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 CODES IN EFFECT:
 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
  
 1ST REVIEW
  
 RESULTS: DENIED
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 DESIGN PROFESSIONALS
  
 1. DIGITAL SIGNATURES/SEALS ARE NOT IN ACCORDANCE WITH
 FS 471, FS 481 AS NOTED. NEW SHEETS SUBMITTED IN THE
 NEXT REVIEW CYCLE REQUIRE REVIEW.
  
 2. UPLOAD VIA THE PROJECTDOX PORTAL WITH DIGITAL
 SIGNATURES OF DESIGN PROFESSIONALS AS APPLICABLE; USE
 THE REQUIRED NAMING CONVENTION FOR EACH DOCUMENT.
  
 OPTION
  
 YOU MAY ELECT TO PROVIDE A HARD COPY OF PLANS WITH WET
 SEAL AND SIGNATURE OF DESIGN PROFESSIONAL PRIOR TO
 PERMIT. A DROP BOX HAS BEEN INSTALLED OUTSIDE CITY HALL
 FOR THIS PURPOSE. CONTACT THE OFFICE OF DEVELOPMENT
 SERVICES @ 561-805-8700 OR [email protected] TO STATE YOUR
 INTENTIONS. CITY STAFF WILL REVIEW YOUR DOCUMENTS AND
 IF APPROVED YOU WILL RECIEVE AN E-MAIL INSTRUCTING YOU
 TO DOWNLOAD AND PRINT YOUR PERMIT AND PLANS.
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2020-08-14 Cont ID  
Sent By jgomez Date 2020-08-14 Time 16:02 Rev Time 0.00
Received By jgomez Date 2020-08-14 Time 16:00 Sent To  
Notes
2020-08-14 16:03:11CONVERTED TO DIGITAL.
 ARCHITECT'S DRAWINGS WITH ORIGINAL SEAL AND SIGNATURE
 SENT TO TEMP. STORAGE (PENDING LAST REVIEW). JG.
  
Review Stop Z ZONING
Rev No 2 Status P Date 2020-10-07 Cont ID  
Sent By rthermid Date 2020-10-07 Time   Rev Time 0.00
Received By rthermid Date 2020-10-07 Time   Sent To I
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2020-01-07 Cont ID  
Sent By rfalcone Date 2020-01-07 Time 15:31 Rev Time 0.00
Received By rfalcone Date 2020-01-07 Time 15:31 Sent To I
Notes
2020-01-07 15:32:381/7/2020 FAILED.
  
 A REVIEW COULD NOT BE COMPLETED DUE TO THE LACK OF
 PROPER DOCUMENTATION. PLEASE PROVIDE A SURVEY OF THE
 SUBJECT SITE AND A EXISITING AND PROPOSED FLOOR PLAN
 THAT IS TO SCALE.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE DO NOT HESITATE TO
 CONTACT ME.
  
 RACHEL FALCONE, ASSOCIATE PLANNER
 DEVELOPMENT SERVICES DEPARTMENT
 E-MAIL: [email protected]
 TEL: (561) 822-1442
  


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