Plan Review Details - Permit 17090137
Plan Review Stops For Permit 17090137
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2018-05-25 Cont ID  
Sent By cthroop Date 2018-05-25 Time 10:45 Rev Time 0.00
Received By cthroop Date 2018-05-25 Time 10:44 Sent To  
Notes
2018-05-25 10:45:59FINAL ADJUSTMENT TO VALUE, $173,400. CT
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2018-03-27 Cont ID  
Sent By cthroop Date 2018-03-27 Time 10:28 Rev Time 0.00
Received By cthroop Date 2018-03-26 Time 12:45 Sent To  
Notes
2018-03-27 10:29:07VALUE INCREASED TO $306,373 PER ICC BLDG. VALUATION
 DATA. CT
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2018-01-08 Cont ID  
Sent By cthroop Date 2018-01-08 Time 16:04 Rev Time 0.00
Received By cthroop Date 2018-01-08 Time 12:57 Sent To  
Notes
2018-01-08 16:20:11 
 BUILDING PLAN REVIEW
 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1
 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 PLANS EXAMINER, PX3169
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
  
 2ND REVIEW
 RESULTS: DENIED
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 1. ARCHITECT REMOVED FROM PLANS. PROVIDE LETTERS FROM
 ARCHITECT AND OWNER ACKOWLEDGING THIS CHANGE.
 2. DESIGNER TO PRINT NAME AND SIGN PLANS.
 3. ENGINEER'S SIGNATURE ON STRUCTURAL PLANS IS A
 PHOTOCOPY. PROVIDE ORIGINAL SIGNATURE AND SEAL.
 4. OWNER/AGENT TO SIGN ENERGY SUBMITTAL.
 5. DESIGNER OF RECORD (EOR) TO REVIEW AND APPROVE
 PRODUCT APPROVALS.
 6. DESIGNER OF STAIRS TO PRINT NAME AND SIGN PLAN.
 7. PROVIDE DETAIL OF CEILING ABOVE SUMMER KITCHEN.
 CEILING SHALL BE OF NON-COMBUSTIBLE CONSTRUCTION PER
 BBQ GRILL MANUFACTURERS INSTALLATION INSTRUCTIONS.
 8. PROVIDE PRODUCT APPROVALS FOR NEW FLAT ROOF BUILT UP
 ROOF SYSTEM.
 9. PALM BEACH COUNTY IMPACT FEES REQUIRED.
  
 FBC 107.2.1 ALL INFORMATION, DRAWINGS, SPECIFICATIONS
 AND ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE
 OF THE PERSON RESPONSIBLE FOR THE DESIGN. (SEE ALSO
 SECTION 107.3.5) AND F.S. 481.229.
  
 PLANS THAT HAVE BEEN PREPARED BY AN ENGINEER AND
 SUBMITTED FOR PUBLIC RECORD SHALL BEAR THE SIGNATURE,
 DATE AND SEAL OF THE ENGINEER PER FL ADMIN. CODE RULE
 61G15-23.001.
  
 FBCE-101.5.1.1.2 SIMULATED PERFORMANCE ALTERNATIVE.
 AN ACCURATELY COMPLETED RESIDENTIAL BUILDING FORM R405
 (GENERATED BY COMMISSION APPROVED SOFTWARE) SHALL BE
 SUBMITTED TO THE BUILDING OFFICIAL TO DEMONSTRATE CODE
 COMPLIANCE BY SECTION 405.
  
 FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE
 PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED
 AND APPROVED IN WRITING BY THE DESIGNER OF RECORD.
 SPECIFICALLY, PROVIDE ROOFING, WINDOW AND DOOR
 SUBMITTALS.
  
 FBC 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE DIMENSIONED AND DRAWN
 UPON SUITABLE MATERIAL. CONSTRUCTION DOCUMENTS SHALL 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 THIS CODE AND
 RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS
 DETERMINED BY THE BUILDING OFFICIAL.
  
 BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT
 FEES, REQUIRED BY PALM BEACH COUNTY, SHALL BE PAID.
 UPON FINAL APPROVAL OF PLANS, ONE SET OF PLANS SHALL BE
 SIGNED OUT AND SUBMITTED TO PALM BEACH COUNTY FOR AN
 IMPACT FEE REVIEW. THE PLANS WITH THE IMPACT FEE STAMP
 AND A COPY OF THE PAID RECEIPT MUST BE RETURNED TO THE
 CITY BUILDING DEPARTMENT BEFORE THE BUILDING PERMIT CAN
 BE ISSUED. FOR INFORMATION CALL PALM BEACH COUNTY
 IMPACT FEES AT (561) 233-5025.
  
 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 SUBMITTAL AND LEAVE THE PREVIOUSLY
 REVIEWED SHEETS DETACHED AND MARK VOID.
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-10-20 Cont ID  
Sent By cthroop Date 2017-10-20 Time 14:33 Rev Time 0.00
Received By cthroop Date 2017-10-18 Time 14:41 Sent To M
Notes
2017-10-20 15:26:03BUILDING PLAN REVIEW
 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1
 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 PLANS EXAMINER, PX3169
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
  
 1ST REVIEW
 RESULTS: DENIED
  
 YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED
 BELOW.
 DUE TO THE DEFICIENCIES OF THIS PLAN, A COMPLETE AND
 THOROUGH REVIEW CANNOT BE PERFORMED AT THIS TIME. UPON
 RE-SUBMITTAL, ADDITIONAL COMMENTS MAY BE MADE.
  
 1. PROVIDE SOILS REPORT ISSUED BY AN ACCREDITED
 LABORATORY PER FBCR401.4.
 2. PROVIDE ENERGY SUBMITTAL PER FBCR 101.5.1.1.
 3. PALM BEACH COUNTY IMPACT FEES APPLY.
 4. ROOFING PERMIT REQUIRED.
 5. PROVIDE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR
 BBG GRILL.
 6. PROVIDE SHOP DRAWINGS FOR ENGINEERED STAIRS.
 7. PROVIDE WINDOW AND DOOR SCHEDULE. INCLUDE LOCATION,
 ROUGH OPENINGS AND DESIGN WIND LOADS.
 8. REFERENCE PLAN NOTES - RAILING AND STAIR NOTES ON
 PLAN PAGE A-4.0 FOR THE FOLLOWING:
 8A. NOTE 1 - THE SFBC IS NO LONGER ENFORCED. REFERENCE
 STAIR HANDRAILS PER FBCR311.7.8 AND STAIR GUARDS PER
 FBCR 312.1.2.
 8B. NOTE 2 - CHANGE CODE REFERENCE FOR STAIR RAILS AND
 GRAB RAILS TO FBCR 311.7.8.
 8C. NOTE 3 - CHANGE CODE REFERENCE FOR GUARDS TO
 FBCR312.1.2.
 8D. NOTE 4 - CHANGE CODE REFERENCE FOR VERTICAL PICKETS
 TO FBCR 312.1.3.
 8E. NOTE 5 - CHANGE CODE REFERENCE FOR LOAD TEST TO
 ASCE7, SECTION 5.5.1.
 9. DESIGN PROFESSIONAL TO SIGN AND SEAL PLANS.
 10. NOA NO. 16-0629.10 IS EXPIRED. PROVIDE CURRENT NOA
 FOR SGD.
 11. ALL PRODUCT APPROVALS SHALL BE REVIEWED AND
 APPROVED BY DESIGNER OF RECORD.
 12. VALUE - STATED VALUE IS LOW FOR PROPOSED WORK.
  
 SOILS
 R401.4 SOIL TESTS.
 WHERE QUANTIFIABLE DATA CREATED BY ACCEPTED SOIL
 SCIENCE METHODOLOGIES INDICATE EXPANSIVE, COMPRESSIBLE,
 SHIFTING OR OTHER QUESTIONABLE SOIL CHARACTERISTICS ARE
 LIKELY TO BE PRESENT, THE BUILDING OFFICIAL SHALL
 DETERMINE WHETHER TO REQUIRE A SOIL TEST TO DETERMINE
 THE SOIL?S CHARACTERISTICS AT A PARTICULAR LOCATION.
 THIS TEST SHALL BE DONE BY AN APPROVED AGENCY USING AN
 APPROVED METHOD.
  
 ENERGY
 FBCE-103.2.1.1 RESIDENTIAL LESS THAN OR EQUAL TO 3
 STORIES.
 FBCE-R101.5.1.1 BUILDING THERMAL ENVELOPE ALTERNATIVE.
 AN ACCURATELY COMPLETED RESIDENTIAL BUILDING FORM R402
 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL TO
 DEMONSTRATE CODE COMPLIANCE BY THIS METHOD.
 _ OR _
 FBCE-101.5.1.1.2 SIMULATED PERFORMANCE ALTERNATIVE.
 AN ACCURATELY COMPLETED RESIDENTIAL BUILDING FORM R405
 (GENERATED BY COMMISSION APPROVED SOFTWARE) SHALL BE
 SUBMITTED TO THE BUILDING OFFICIAL TO DEMONSTRATE CODE
 COMPLIANCE BY SECTION 405.
  
 R401.3 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
 (MANDATORY).
 THE BUILDING OFFICIAL SHALL REQUIRE THAT AN ENERGY
 PERFORMANCE LEVEL (EPL) DISPLAY CARD BE COMPLETED AND
 CERTIFIED BY THE BUILDER TO BE ACCURATE AND CORRECT
 BEFORE FINAL APPROVAL OF THE BUILDING FOR OCCUPANCY.
 FLORIDA LAW [SECTION 553.9085, FLORIDA STATUTES)]
 REQUIRES THE EPL DISPLAY CARD TO BE INCLUDED AS AN
 ADDENDUM TO EACH SALES CONTRACT FOR BOTH PRESOLD AND
 NON-PRESOLD RESIDENTIAL BUILDINGS. THE EPL DISPLAY CARD
 CONTAINS INFORMATION INDICATING THE ENERGY PERFORMANCE
 LEVEL AND EFFICIENCIES OF COMPONENTS INSTALLED IN A
 DWELLING UNIT. THE BUILDING OFFICIAL SHALL VERIFY THAT
 THE EPL DISPLAY CARD COMPLETED AND SIGNED BY THE
 BUILDER ACCURATELY REFLECTS THE PLANS AND
 SPECIFICATIONS SUBMITTED TO DEMONSTRATE CODE COMPLIANCE
 FOR THE BUILDING. A COPY OF THE EPL DISPLAY CARD CAN BE
 FOUND IN APPENDIX C.
  
 PALM BEACH COUNTY IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT
 FEES, REQUIRED BY PALM BEACH COUNTY, SHALL BE PAID.
 UPON FINAL APPROVAL OF PLANS, ONE SET OF PLANS SHALL BE
 SIGNED OUT AND SUBMITTED TO PALM BEACH COUNTY FOR AN
 IMPACT FEE REVIEW. THE PLANS WITH THE IMPACT FEE STAMP
 AND A COPY OF THE PAID RECEIPT MUST BE RETURNED TO THE
 CITY BUILDING DEPARTMENT BEFORE THE BUILDING PERMIT CAN
 BE ISSUED. FOR INFORMATION CALL PALM BEACH COUNTY
 IMPACT FEES AT (561) 233-5025.
  
 GENERAL DESIGN INFORMATION
 FBC 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE DIMENSIONED AND DRAWN
 UPON SUITABLE MATERIAL. CONSTRUCTION DOCUMENTS SHALL 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 THIS CODE AND
 RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS
 DETERMINED BY THE BUILDING OFFICIAL.
  
 STAIRS
 R311.7 STAIRWAYS.
  
 R311.7.1 WIDTH.
 STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES (914 MM) IN
 CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL
 HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT.
 HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES (114
 MM) ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM
 CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL
 HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE
 LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS
 INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE
 HANDRAILS ARE PROVIDED ON BOTH SIDES.
 R311.7.3 VERTICAL RISE.
 A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE
 LARGER THAN 12 FEET (3658 MM) BETWEEN FLOOR LEVELS OR
 LANDINGS.
 R311.7.5.1 RISERS.
 THE MAXIMUM RISER HEIGHT SHALL BE 73/4 INCHES (196 MM).
 THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING
 EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT
 WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE
 SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). RISERS SHALL
 BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING
 OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES
 (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED
 PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT
 PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM)
 SPHERE.
 R311.7.5.2 TREADS.
 THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES (254 MM).
 THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN
 THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF
 ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD?S
 LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY
 FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE
 THAN 3/8 INCH (9.5 MM).
 R311.7.6 LANDINGS FOR STAIRWAYS.
 THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM
 OF EACH STAIRWAY. THE MINIMUM WIDTH PERPENDICULAR TO
 THE DIRECTION OF TRAVEL SHALL BE NO LESS THAN THE WIDTH
 OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER THAN
 SQUARE OR RECTANGULAR SHALL BE PERMITTED PROVIDED THE
 DEPTH AT THE WALK LINE AND THE TOTAL AREA IS NOT LESS
 THAN THAT OF A QUARTER CIRCLE WITH A RADIUS EQUAL TO
 THE REQUIRED LANDING WIDTH. WHERE THE STAIRWAY HAS A
 STRAIGHT RUN, THE MINIMUM DEPTH IN THE DIRECTION OF
 TRAVEL SHALL BE NOT LESS THAN 36 INCHES (914 MM).
 R311.7.8 HANDRAILS.
 HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF
 EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR
 MORE RISERS. R311.7.8.
 HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED
 PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF
 RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM)
 AND NOT MORE THAN 38 INCHES (965 MM). R311.7.8.1 HEIGHT
 R312.1.3 OPENING LIMITATIONS.
 REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE
 WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH
 ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN
 DIAMETER.
 R311.7.9 ILLUMINATION.
 ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN
 ACCORDANCE WITH SECTION R303.6.
 453.8.8.6
 EXTERIOR STAIRS, BALCONIES, RAMPS, AND UPPER LEVEL
 CORRIDORS AROUND THE PERIMETER OF BUILDINGS SHOULD HAVE
 OPEN-TYPE HANDRAILS OR OTHER ARCHITECTURAL FEATURES TO
 ALLOW SURVEILLANCE.
 R311.7.10.1 SPIRAL STAIRWAYS.
 SPIRAL STAIRWAYS ARE PERMITTED, PROVIDED THE MINIMUM
 CLEAR WIDTH AT AND BELOW THE HANDRAIL SHALL BE 26
 INCHES (660 MM) WITH EACH TREAD HAVING A 71/2-INCH (190
 MM) MINIMUM TREAD DEPTH AT 12 INCHES (914 MM) FROM THE
 NARROWER EDGE. ALL TREADS SHALL BE IDENTICAL, AND THE
 RISE SHALL BE NO MORE THAN 91/2 INCHES (241 MM). A
 MINIMUM HEADROOM OF 6 FEET 6 INCHES (1982 MM) SHALL BE
 PROVIDED.
  
 SECTION R312 GUARDS AND WINDOW FALL PROTECTION
  
 GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS
 R312.1.1 THROUGH R312.1.4.
 R312.1.1 WHERE REQUIRED. R312.1 GUARDS.
 FBCR312.1.1 GUARDS SHALL BE LOCATED ALONG OPEN-SIDED
 WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS,
 THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED
 VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT
 WITHIN 36 INCHES (914 MM) HORIZONTALLY TO THE EDGE OF
 THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED
 AS A GUARD.
 R312.1.2 HEIGHT.
 REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,
 INCLUDING STAIRS, PORCHES, BALCONIES OR LANDINGS, SHALL
 BE NOT LESS THAN 36 INCHES (914 MM) HIGH MEASURED
 VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT
 FIXED SEATING OR THE LINE CONNECTING THE LEADING EDGES
 OF THE TREADS.
  
 SECTION 1012 HANDRAILS
  
 1012.2 HEIGHT.
 HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR
 FINISH SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT
 LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38
 INCHES (965 MM). HANDRAIL HEIGHT OF ALTERNATING TREAD
 DEVICES AND SHIP LADDERS, MEASURED ABOVE TREAD NOSINGS,
 SHALL BE UNIFORM, NOT LESS THAN 30 INCHES (762 MM) AND
 NOT MORE THAN 34 INCHES (864 MM).
 1012.6 HANDRAIL EXTENSIONS.
 HANDRAILS SHALL RETURN TO A WALL, GUARD OR THE WALKING
 SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN
 ADJACENT STAIR FLIGHT OR RAMP RUN. WHERE HANDRAILS ARE
 NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL
 EXTEND HORIZONTALLY AT LEAST 12 INCHES (305 MM) BEYOND
 THE TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF
 ONE TREAD BEYOND THE BOTTOM RISER. AT RAMPS WHERE
 HANDRAILS ARE NOT CONTINUOUS BETWEEN RUNS, THE
 HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING
 12 INCHES (305 MM) MINIMUM BEYOND THE TOP AND BOTTOM OF
 RAMP RUNS. THE EXTENSIONS OF HANDRAILS SHALL BE IN THE
 SAME DIRECTION OF THE STAIR FLIGHTS AT STAIRWAYS AND
 THE RAMP RUNS AT RAMPS.
 1009.8 STAIRWAY LANDINGS.
 THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM
 OF EACH STAIRWAY. THE WIDTH OF LANDINGS SHALL NOT BE
 LESS THAN THE WIDTH OF STAIRWAYS THEY SERVE. EVERY
 LANDING SHALL HAVE A MINIMUM WIDTH MEASURED
 PERPENDICULAR TO THE DIRECTION OF TRAVEL EQUAL TO THE
 WIDTH OF THE STAIRWAY. WHERE THE STAIRWAY HAS A
 STRAIGHT RUN THE DEPTH NEED NOT EXCEED 48 INCHES (1219
 MM). DOORS OPENING ONTO A LANDING SHALL NOT REDUCE THE
 LANDING TO LESS THAN ONE-HALF THE REQUIRED WIDTH. WHEN
 FULLY OPEN, THE DOOR SHALL NOT PROJECT MORE THAN 7
 INCHES (178 MM) INTO A LANDING. WHEN WHEELCHAIR SPACES
 ARE REQUIRED ON THE STAIRWAY LANDING IN ACCORDANCE WITH
 SECTION 1007, THE WHEELCHAIR SPACE SHALL NOT BE LOCATED
 IN THE REQUIRED WIDTH OF THE LANDING AND DOORS SHALL
 NOT SWING OVER THE WHEELCHAIR SPACES.
 EXCEPTION: AISLE STAIRS COMPLYING WITH SECTION 1028.
  
 SECTION 1013 GUARDS
  
 1013.2 WHERE REQUIRED.
 GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING
 SURFACES, INCLUDING MEZZANINES, EQUIPMENT PLATFORMS,
 STAIRS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN
 30 INCHES (762 MM) MEASURED VERTICALLY TO THE FLOOR OR
 GRADE BELOW AT ANY POINT WITHIN 36 INCHES (914 MM)
 HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS SHALL
 BE ADEQUATE IN STRENGTH AND ATTACHMENT IN ACCORDANCE
 WITH SECTION 1607.8.
 1013.3 HEIGHT.
 REQUIRED GUARDS SHALL NOT BE LESS THAN 42 INCHES (1067
 MM) HIGH, MEASURED VERTICALLY AS FOLLOWS:
 1. FROM THE ADJACENT WALKING SURFACES;
 2. ON STAIRS, FROM THE LINE CONNECTING THE LEADING
 EDGES OF THE TREAD NOSINGS; AND
 3. ON RAMPS, FROM THE RAMP SURFACE AT THE GUARD.
 R312.1.3 OPENING LIMITATIONS.
 REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE
 WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH
 ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN
 DIAMETER.
 1013.4 OPENING LIMITATIONS.
 REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW
 PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER FROM
 THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT.
  
 LOAD TEST - FBC CHPT 16
  
 1607.8 LOADS ON HANDRAILS, GUARDS, GRAB BARS, SEATS AND
 VEHICLE BARRIERS.
 HANDRAILS, GUARDS, GRAB BARS, ACCESSIBLE SEATS,
 ACCESSIBLE BENCHES AND VEHICLE BARRIERS SHALL BE
 DESIGNED AND CONSTRUCTED TO THE STRUCTURAL LOADING
 CONDITIONS SET FORTH IN THIS SECTION.
 1607.8.1 HANDRAILS AND GUARDS.
 HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A
 LINEAR LOAD OF 50 POUNDS PER LINEAR FOOT (PLF) (0.73
 KN/M) IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. GLASS
 HANDRAIL ASSEMBLIES AND GUARDS SHALL ALSO COMPLY WITH
 SECTION 2407.
  
 DESIGN PROFESSIONAL
 PLANS THAT HAVE BEEN PREPARED BY AN ENGINEER AND
 SUBMITTED FOR PUBLIC RECORD SHALL BEAR THE SIGNATURE,
 DATE AND SEAL OF THE ENGINEER PER FL ADMIN. CODE RULE
 61G15-23.001.
  
 THE CONSTRUCTION DOCUMENTS SHALL BE PREPARED BY A
 REGISTERED DESIGN PROFESSIONAL WHERE REQUIRED BY
 CHAPTER 471, FLORIDA STATUTES& 61G15 FLORIDA
 ADMINISTRATIVE CODE OR CHAPTER 481, FLORIDA STATUTES&
 61G1 FLORIDA ADMINISTRATIVE CODE.
  
 FBC-107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. ALL
 INFORMATION, DRAWINGS, SPECIFICATIONS AND ACCOMPANYING
 DATA SHALL BEAR THE NAME AND SIGNATURE OF THE PERSON
 RESPONSIBLE FOR THE DESIGN.
  
 PRODUCT APPROVALS
 FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE
 PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED
 AND APPROVED IN WRITING BY THE DESIGNER OF RECORD.
 SPECIFICALLY, PROVIDE DOOR SUBMITTALS.
  
 VALUE
 VALUATION - BASED ON THE INTERNATIONAL CODE COUNCIL
 (ICC) BUILDING VALUATION DATA YOUR STATED VALUE APPEARS
 LOW.
 PLEASE INCREASE THE VALUATION ACCORDINGLY.
 THE PERMIT VALUATION AND PERMIT FEE MUST BE
 COMMENSURATE WITH THE VALUATION AND FEE THAT A LICENSED
 CONTRACTOR WOULD PROVIDE.
 YOU MAY PROVIDE A COPY OF THE CONTRACT SIGNED BY THE
 OWNER OR A LIST OF LABOR, MATERIALS AND EQUIPMENT
 RENTAL TO VERIFY VALUE.
  
 CITY OF WPB CHPT. 1 - VALUE
 109.3 BUILDING PERMIT VALUATIONS. IF, IN THE OPINION OF
 THE BUILDING OFFICIAL, THE CLAIMED VALUATION OF
 BUILDING, ALTERATION, STRUCTURE, ELECTRICAL, GAS,
 MECHANICAL OR PLUMBING SYSTEMS APPEARS TO BE
 UNDERESTIMATED ON THE APPLICATION, THE PERMIT SHALL BE
 DENIED, UNLESS THE APPLICANT CAN SHOW DETAILED,
 QUANTITY ESTIMATES, AND/OR BONA FIDE SIGNED CONTRACTS
 (EXCLUDING LAND VALUE) TO MEET THE APPROVAL OF THE
 BUILDING OFFICIAL. FOR PERMITTING PURPOSES, VALUATION
 OF BUILDINGS AND SYSTEMS SHALL BE TOTAL REPLACEMENT
 VALUE TO INCLUDE STRUCTURAL, ELECTRIC, PLUMBING,
 MECHANICAL, INTERIOR FINISH, RELATIVE SITE WORK,
 ARCHITECTURAL AND DESIGN FEES, MARKETING COSTS,
 OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION
 COST ANALYSIS SERVICES (MARSHALL-SWIFT, MEANS, ETC.),
 AS PUBLISHED BY INTERNATIONAL CODE CONGRESS.
 FINAL BUILDING PERMIT VALUATION SHALL BE SET BY THE
 BUILDING OFFICIAL.
  
 RE-SUBMITTAL
 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 SUBMITTAL AND LEAVE THE PREVIOUSLY
 REVIEWED SHEETS DETACHED AND MARK VOID.
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2018-03-13 Cont ID  
Sent By jpearson Date 2018-03-13 Time 15:31 Rev Time 0.00
Received By jpearson Date 2018-03-13 Time 14:07 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2018-01-09 Cont ID  
Sent By jpearson Date 2018-01-09 Time 09:20 Rev Time 0.00
Received By jpearson Date 2018-01-09 Time 09:20 Sent To  
Notes
2018-01-09 09:19:56CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC CE = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION,
 PART VIII ELECTRICAL
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 PREVIOUS COMMENTS THAT HAVE BEEN ADDRESSED
 SATISFACTORILY HAVE BEEN NOTED AS CORRECTED. ITEMS
 REMAINING HAVE FURTHER COMMENTS IN PARENTHESES. ANY NEW
 COMMENTS WILL BE FOLLOWING THE PREVIOUS COMMENTS.
  
 1. CORRECTED.
 2. CORRECTED.
 3. CORRECTED.
 4. CORRECTED.
 5. CORRECTED.
 6. CORRECTED.
 7. CORRECTED.
 8. PROVIDE FULL FLOOR PLAN SHOWING ALL SMOKE AND CO
 ALARMS. IF NONE ARE EXITSTING, OR NOT TO CODE, SHOW AS
 NEW INSTALLATION. FBC RE314.3, 315.1; FBC 107.2.1
 (SMOKE ALARMS WITH BATTERY POWER ARE ONLY PERMITTED FOR
 LEVEL 1 ALTERATIONS. PROVIDE CORRECTION TO SHOW SMOKE
 ALARMS FED FROM THE DWELLING ELECTRICAL SYSTEM. FBC RE
 314.4)
 9.CORRECTED.
 10. CORRECTED.
  
 NEW COMMENT:
 11. BE ADVISED THAT FIRE ALARM, LOW VOLTAGE SYSTEMS,
 LIGHTNING PROTECTION, GENERATORS, COMMERCIAL HOOD
 SYSTEMS, SIGNS, SITE LIGHTING, AND SWIMMING POOLS
 (WHERE APPLICABLE) ARE NOT INCLUDED IN THE SCOPE OF
 THIS PLAN REVIEW. PROVIDE A BLOCK NOTE INDICATING THE
 REQUIRED SEPARATE PERMITS AND DATA SPECIFICATION SHEET
 SUBMITTALS FOR ANY OF THESE SYSTEMS PRESENT. FBC 105.1,
 107.2.1
  
 END OF COMMENTS.
  
 PLEASE NOTE: 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
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2017-09-27 Cont ID  
Sent By jpearson Date 2017-09-27 Time 13:57 Rev Time 0.00
Received By jpearson Date 2017-09-27 Time 13:57 Sent To  
Notes
2017-09-27 13:57:50CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC CE = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION,
 PART VIII ELECTRICAL
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PLAN IS REQUIRED TO BE SIGNED BY PERSON RESPONSIBLE
 FOR THE DESIGN. PROVIDE CORRECTION. FS 481.229; FBC
 107.2.1, 107.3.5
 2. PROVIDE ACCURATE LOAD CALCULATION INCLUDING ALL
 LOADS. SEVERAL ITEMS ON PANEL SCHEDULE ARE NOT INCLUDED
 IN LOAD CALCULATION. NEC 220; FBC RE3602.3
 3. PROVIDE RATING OF METER CAN TO VERIFY THAT IT IS
 SUFFICIENTLY SIZED TO HANDLE THE ADDITIONAL LOAD. NEC
 110.3, 215.5
 4. PROVIDE INTERSYSTEM BONDING TERMINATION POINT AT
 SERVICE. NEC 250.94; FBC RE3609.3
 5. NOTE # 6 STATES THAT RECEPTACLES SHALL BE TAMPER
 RESISTANT PER 2008 NEC 406.11. THIS IS NOT THE CURRENT
 CODE AND THIS CODE SECTION DOES NOT APPLY TO TAMPER
 RESISTANT RECEPTACLES. PROVIDE CORRECTION. NEC 406.12;
 FBC RE4002.14; FBC PREFACE
 6. PROVIDE GFCI PROTECTION FOR ALL OUTLETS WITHIN 6
 FEET OF A SINK, AND ALL EXTERIOR LOCATIONS. NEC 210.8;
 FBC RE3902.3, 3902.7
 7. LIGHTS INSTALLED WITHIN 5 FEET OF THE POOL ARE
 REQUIRED TO BE MOUNTED AT LEAST 12 FEET HIGH PER NEC
 AND FBC RE. THE LIGHTS PROPOSED AT GROUND LEVEL ARE IN
 VIOLATION OF THIS CODE. PROVIDE CORRECTION. NEC
 680.22(B)(1); FBC RE 4203.4.1
 8. PROVIDE FULL FLOOR PLAN SHOWING ALL SMOKE AND CO
 ALARMS. IF NONE ARE EXITSTING, OR NOT TO CODE, SHOW AS
 NEW INSTALLATION. FBC RE314.3, 315.1; FBC 107.2.1
 9. LIGHTING IN THE SHOWER APPEARS TO BE A RECESS LIGHT.
 LIGHTING IN BATHTUB OR SHOWER AREAS SHALL BE SUITABLE
 FOR DAMP LOCATIONS. PROVIDE CORRECTION. NEC 410.10(D);
 FBC RE4003.11
 10. PROVIDE COMPLIANCE: "A MINIMUM OF 75 PERCENT OF THE
 LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL
 BE HIGH-EFFICACY LAMPS OR A MINIMUM OF 75 PERCENT OF
 THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL
 CONTAIN ONLY HIGH EFFICACY LAMPS". A NOTE WILL SUFFICE.
 FBC CE R404.1
  
  
 PLEASE NOTE: 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
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
  
Review Stop G GAS REVIEW
Rev No 4 Status P Date 2018-04-30 Cont ID  
Sent By gjohnson Date 2018-04-30 Time 14:44 Rev Time 0.00
Received By gjohnson Date 2018-04-30 Time 13:54 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 3 Status F Date 2018-03-14 Cont ID  
Sent By gjohnson Date 2018-03-14 Time 14:22 Rev Time 0.00
Received By gjohnson Date 2018-03-14 Time 14:22 Sent To  
Notes
2018-03-14 16:22:512ND REVIEW: FBC 2017 6TH EDITION
  
 PLUMBING COMMENTS:
  
 1. PROVIDE VERIFICATION FROM FPU GAS UTILITIES CO. THAT
 THE EXISTING METER IS SIZED TO HANDLE THE NEW TOTAL BTU
 LOAD OF 1,687,899 BTU PER WPB AMEND TO FBC 107.2.1
  
 2. THE TOTAL BTU LOAD ON THE EXISTING 2" PE PIPE IS
 SHOWN AT 1, 195,000 WHEN I ADDED UP THE APPLIANCES
 SHOWN ON THE RISER IT CAME TO 1,358,000 PLEASE CLARIFY
 PER WPB AMEND TO FBC 107.2.1
  
 3. PROVIDE LONGEST LENGTH FROM METER TO FURTHEST
 APPLIANCE WHICH IS THE FIRE PIT THE RISER IS MISSING A
 DIMENSION IT APPEARS TO BE ABOUT 120' PER FBC FG
 402.4.1
  
 4. AT 120 LONGEST LENGTH THE EXISTING 2" PE PIPE IS
 UNDERSIZED FOR THE TOTAL BTU LOAD ON THAT PIPE PER FBC
 FG TABLE 402.4(21) IT SHALL BE 3"
  
 5. THE 3/4" SCH 40 METALLIC PIPE SUPPLING THE FIRE PIT
 IS UNDERSIZED AT 120' LONGEST LENGTH PER FBC FG TABLE
 402.4(2) IT SHOULD BE 1"
  
 6. THE EXISTING 1/2" SCH 40 METALLIC PIPE FEEDING THE
 FUTURE FIRE PLACE IS UNDERSIZED AT 100' LONGEST LENGTH
 PER FBC FG TABLE 402.4(2) IT SHALL BE 1"
  
 7. IN IN SEVERAL PLACES ON THE GAS RISER AND GAS FLAT
 DRAWING IT SHOWS THE BTU LOAD @ 200' IS THIS THE
 LONGEST LENGTH THAT THE SYSTEM IS BEING SIZED FROM
 PLEASE CLARIFY. PER FBC FG 402.4.1 AND WPB AMEND TO FBC
 107.2.1
  
  
  
  
 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 G GAS REVIEW
Rev No 2 Status F Date 2018-01-26 Cont ID  
Sent By gjohnson Date 2018-01-26 Time 12:25 Rev Time 0.00
Received By gjohnson Date 2018-01-26 Time 12:25 Sent To  
Notes
2018-01-26 12:35:11GAS COMMENTS:
  
 1. SUBMIT AN ISOMETRIC DRAWING THAT CLEARLY SHOWS ALL
 CUT SECTIONS OF PIPE AND CORRESPONDING LENGTHS PER
 FBC-2014 FUEL GAS, SECS. 402.4.1, 402.4.2.
  
 2. SHOW ON THE RISER TYPE OF PIPING MATERIAL BEING
 INSTALLED, FOR EACH PIPE SIZE IF BEING USED. WPB
 AMENDMENTS TO FBC SEC. 107.2.1.
  
 3. TYPE OF GAS, (LP OR NATURAL).
  
 4. SHOW THE DISTANCE FROM THE POINT OF DELIVERY,
 (METER), TO THE MOST REMOTE OUTLET IN THE BUILDING
 AND/OR SYSTEM PER THE FBC-2014 FUEL GAS APPENDIX A ?
 USE OF CAPACITY SECTION A.3.1(4) & 2014 FUEL GAS CODE
 SEC. 402.4.1.
  
 5. THE RISER SHOWS THE TANKLESS HEATER WITH A BTU LOAD
 OF THE 75,200 THE EQUIPMENT SCHEDULE SHOWS 199,000 BTU
 CLARIFY WPB AMENDMENTS TO FBC SEC. 107.2.1.
  
 6. PLEASE INDECATE ON RISER EXISTING AND NEW PIPING.
 WPB AMENDMENTS TO FBC SEC. 107.2.1.
  
 7. INDICATE THE DELIVERY PRESSURE (PSI) ON THE RISER
 PER FBC-2014 FUEL GAS SEC. 402.2. IF NATURAL GAS
 SPECIFY .5 PSI OR 2 PSI.
  
 8. SUBMIT MANUFACTURER?S SPECIFICATION SHEETS FOR ALL
 GAS EQUIPMENT TO VERIFY COMPLIANCE WITH STANDARDS NFPA
 54, NFPA 58, AND FBC-2014 FUEL GAS SEC. 402.2
  
 1ST REVIEW: FBC 2014 5TH EDITION
  
 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 N Date 2017-10-03 Cont ID  
Sent By gjohnson Date 2017-10-03 Time 12:16 Rev Time 0.00
Received By gjohnson Date 2017-10-03 Time 12:16 Sent To  
Notes
2017-10-03 12:18:20GAS PLAN REVIEW
 A GAS PLAN HAS NOT BEEN INCLUDED IN THIS SUBMITTAL
 PACKAGE. A GAS PLAN REVIEW HAS NOT BEEN PERFORMED AT
 THIS TIME. A SEPARATE GAS PERMIT AND PLANS WILL BE
 REQUIRED FOR A CONTRACTOR TO PERFORM THE RELATED WORK.
 PROVIDE COMPLETE PLANS, APPLIANCE/ EQUIPMENT
 SPECIFICATIONS AND GAS RISER THAT REFLECT THE ENTIRE
 SCOPE OF GAS WORK TO BE DONE. WPB AMEND. TO FBC SEC.
 107.2.1.
  
 GAS APPLIANCES SHALL BE LISTED AND LABELED PER THE
 FBC-R, SEC. G2404.3.
 GAS APPLIANCES SHALL BE LISTED AND LABELED PER FBC-FUEL
 GAS SEC. 301.3.
  
 A SEPARATE PERMIT IS REQUIRED FOR THE GAS INSTALLATION.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2018-04-30 Cont ID  
Sent By gjohnson Date 2018-04-30 Time 14:44 Rev Time 0.00
Received By gjohnson Date 2018-04-19 Time 14:39 Sent To  
Notes
2018-04-25 14:39:55RESUB ROUTED TO HMOSER
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-03-27 Cont ID  
Sent By cthroop Date 2018-03-27 Time 10:29 Rev Time 0.00
Received By cthroop Date 2018-02-22 Time 11:25 Sent To I
Notes
2018-02-23 11:25:35R40
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-01-29 Cont ID  
Sent By gjohnson Date 2018-01-29 Time 14:50 Rev Time 0.00
Received By gjohnson Date 2017-12-29 Time 15:21 Sent To  
Notes
2018-01-02 15:21:29R30
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-10-25 Cont ID  
Sent By hmoser Date 2017-10-25 Time 14:36 Rev Time 0.00
Received By hmoser Date 2017-09-05 Time 15:00 Sent To  
Notes
2017-09-06 15:00:55R11
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2018-05-25 Cont ID  
Sent By cthroop Date 2018-05-25 Time 10:46 Rev Time 0.00
Received By cthroop Date 2018-05-25 Time 10:46 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-10-20 Cont ID  
Sent By cthroop Date 2017-10-20 Time 13:49 Rev Time 0.00
Received By cthroop Date 2017-10-20 Time 12:09 Sent To  
Notes
2017-10-20 13:51:36BUILDING PLAN REVIEW
 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1
 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 PLANS EXAMINER, PX3169
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
  
 1ST REVIEW
 RESULTS: DENIED
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT
 FEES, REQUIRED BY PALM BEACH COUNTY, SHALL BE PAID.
 UPON FINAL APPROVAL OF PLANS, ONE SET OF PLANS SHALL BE
 SIGNED OUT AND SUBMITTED TO PALM BEACH COUNTY FOR AN
 IMPACT FEE REVIEW. THE PLANS WITH THE IMPACT FEE STAMP
 AND A COPY OF THE PAID RECEIPT MUST BE RETURNED TO THE
 CITY BUILDING DEPARTMENT BEFORE THE BUILDING PERMIT CAN
 BE ISSUED. FOR INFORMATION CALL PALM BEACH COUNTY
 IMPACT FEES AT (561) 233-5025.
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2018-05-11 Cont ID  
Sent By hmoser Date 2018-05-11 Time 14:16 Rev Time 0.00
Received By hmoser Date 2018-05-11 Time 14:16 Sent To I
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status F Date 2018-04-26 Cont ID  
Sent By hmoser Date 2018-04-26 Time 13:54 Rev Time 0.00
Received By hmoser Date 2018-04-26 Time 13:54 Sent To  
Notes
2018-04-26 13:58:57PLAN DENIED
 SEER ON PLAN DO NOT MATCH SEER ON ENERGY CALCULATIONS
 PER SECTION 107 FBC.
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2018-03-21 Cont ID  
Sent By hmoser Date 2018-03-21 Time 09:50 Rev Time 0.00
Received By hmoser Date 2018-03-20 Time 11:16 Sent To  
Notes
2018-03-21 09:50:22PLAN DENIED
 SEER FOR AIR CONDITIONING ON THE PLAN DON'T
 MATCH THE SEER ON THE ENERGY CALCULATION
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2018-01-29 Cont ID  
Sent By hmoser Date 2018-01-29 Time 10:03 Rev Time 0.00
Received By hmoser Date 2018-01-29 Time 09:20 Sent To P
Notes
2018-01-29 10:03:22PLAN DENIED
 1) PROVIDE DUCT SIZE AND CFM ON SUPPLY DUCT
 2) PROVIDE DUCT SIZE ON RETURN AIR DUCT
 3) PLAN TO SMALL TO HARD TO READ
 REFER TO SECTION 107 FBC 2014
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-10-25 Cont ID  
Sent By hmoser Date 2017-10-25 Time 14:32 Rev Time 0.00
Received By hmoser Date 2017-10-25 Time 14:10 Sent To  
Notes
2017-10-25 14:35:12PLAN DENIED
 NO PLAN OR ENERGY CALCULATIONS SUBMITTED
 IN PACKAGE HM.
Review Stop P PLUMBING
Rev No 4 Status P Date 2018-04-30 Cont ID  
Sent By gjohnson Date 2018-04-30 Time 13:54 Rev Time 0.00
Received By gjohnson Date 2018-04-30 Time 13:54 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status P Date 2018-03-14 Cont ID  
Sent By gjohnson Date 2018-03-14 Time 12:45 Rev Time 0.00
Received By gjohnson Date 2018-03-14 Time 12:45 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2018-01-26 Cont ID  
Sent By gjohnson Date 2018-01-26 Time 11:49 Rev Time 0.00
Received By gjohnson Date 2018-01-26 Time 10:23 Sent To  
Notes
2018-01-26 12:25:282ND REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. THE SANITARY VENT FOR THE NEW CABANA BATHROOM AND
 SUMER KITCHEN SHALL NOT TERMINATE THRU THE SIDE WALL OF
 THE STRUCTURE. VENT TERMINALS EXTENDING THROUGH THE
 WALL SHALL TERMINATE AT A POINT NOT LESS THAN 10 FEET
 FROM A LOT LINE. SHT. ASP01.0 SHOWS THE STRUCTURE ONLY
 7'-6" FROM THE PROPERTY LINE. VENT TERMINALS EXTENDING
 THROUGH THE WALL SHALL TERMINATE AT A POINT NOT LESS
 THAN 10 FEET ABOVE AVERAGE GROUND LEVEL. VENT TERMINALS
 SHALL NOT TERMINATE UNDER THE OVERHANG OF A STRUCTURE
 WITH SOFFIT VENTS. SIDE WALL VENT TERMINALS SHALL BE
 PROTECTED TO PREVENT BIRDS OR RODENTS FROM ENTERING OR
 BLOCKING THE VENT OPENING. THE VENT WILL HAVE TO RUN UP
 THRU THE ROOF OR INTO THE ATTIC AND TIE INTO AN
 EXISTING VENT. PER FBC RES P3103.6
  
 2. THE SIZE OF THE DRAINAGE PIPING SHALL NOT BE REDUCED
 IN SIZE IN THE DIRECTION OF THE FLOW. THE SANITARY
 ISOMETRIC SHOWS THE BUILDING SEWER REDUCING IN SIZE
 FROM 4" TO 3" THEN BACK TO 4" BEFORE CONNECTING TO THE
 LIFT STATION. THE PIPING CAN BE 3" OR 4" BUT IT HAS TO
 REMAIN THE SAME SIZE. PER FBC RES P3005.1.7
  
 3. TWO WAY CLEAN OUTS ARE REQUIRED ON THE PIPING WHERE
 IT EXITS THE STRUCTURE AND THE OUT LET SIDE OF THE LIFT
 STATION. PER FBC RES P3005.2.7, P3005.2.2
  
 4. THE CLEAN OUT SHOWN AT THE CORNER OF BUILDING DRAIN
 IS SHOWN IN THE WRONG DIRECTION IT SHALL BE IN THE
 DIRECTION OF THE FLOW. PER FBC RES P3005.2.8
  
 5. THE MANUFACTURE SPECIFICATIONS FOR THE LIFT STATION
 SHOWN ON THE PLAN IS TO SMALL AND LIGHT TO READ PLEASE
 PLACE NOTE ON PLAN STATING THE MANUFACTURE
 SPECIFICATION SHALL BE ON JOBSITE FOR INSPECTIONS. PER
 WPB AMENDT TO FBC 107.2.1
  
 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 F Date 2017-10-03 Cont ID  
Sent By gjohnson Date 2017-10-03 Time 12:18 Rev Time 0.00
Received By gjohnson Date 2017-10-03 Time 09:57 Sent To  
Notes
2017-10-03 12:32:421ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. PLUMBING KEY NOTE # 3+4 INDICATE EXISTING FIXTURES
 PLAN SHOWS ADDITION OF NEW BATHROOM AND SUMMER KIT
 PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 2. PLEASE PROVIDE DIMENSIONS IN BATHROOM TO SHOW
 COMPLIANCE WITH FBC RES P2708.1 - P2705.1(5)
  
 3. PROVIDE MANUFACTURE SPECS FOR LIFT STATION. PER WPB
 AMEND TO FBC 107.2.1
  
 4. PLEASE PROVIDE STORM ISOMETRIC DRAWING WITH SQFT TO
 BE DRAINED. PER WPB AMEND TO FBC 107.2.1
  
 5. THE SUMMER KITCHEN SHALL CONNECT TO BUILDING DRAIN
 DOWN STREAM OF THE BATHROOM GROUP. PER FBC RES P3108.1
  
 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 R ROOF PLAN REVIEW
Rev No 3 Status P Date 2018-03-27 Cont ID  
Sent By cthroop Date 2018-03-27 Time 10:28 Rev Time 0.00
Received By cthroop Date 2018-03-26 Time 12:45 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2018-01-08 Cont ID  
Sent By cthroop Date 2018-01-08 Time 15:25 Rev Time 0.00
Received By cthroop Date 2018-01-08 Time 12:57 Sent To  
Notes
2018-01-08 15:28:49BUILDING PLAN REVIEW
 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1
 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 PLANS EXAMINER, PX3169
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
  
 2ND REVIEW
 RESULTS: DENIED
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 1. PROVIDE PRODUCT APPROVALS FOR NEW FLAT ROOF BUILT UP
 SYSTEM.
 2. DESIGNER OF RECORD TO REVIEW AND APPROVE PRODUCT
 APPROVALS IN WRITING.
  
 FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE
 PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED
 AND APPROVED IN WRITING BY THE DESIGNER OF RECORD.
 SPECIFICALLY, PROVIDE ROOFING SUBMITTALS.
  
  
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2017-10-20 Cont ID  
Sent By cthroop Date 2017-10-20 Time 14:33 Rev Time 0.00
Received By cthroop Date 2017-10-20 Time 12:09 Sent To  
Notes
2017-10-20 15:27:33BUILDING PLAN REVIEW
 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1
 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 PLANS EXAMINER, PX3169
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
  
 1ST REVIEW
 RESULTS: DENIED
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 1. PRODUCT APPROVALS SHALL BE REVIEWED AND APPROVED BY
 DESIGNER OF RECORD.
  
 FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE
 PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED
 AND APPROVED IN WRITING BY THE DESIGNER OF RECORD.
 SPECIFICALLY, PROVIDE ROOFING SUBMITTALS.
Review Stop Z ZONING
Rev No 4 Status P Date   Cont ID  
Sent By   Date 2019-07-29 Time   Rev Time 0.00
Received By pgreilic Date 2019-07-29 Time 14:53 Sent To  
Notes
2019-07-29 14:53:55PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]
Review Stop Z ZONING
Rev No 3 Status P Date   Cont ID  
Sent By   Date 2018-03-02 Time   Rev Time 0.00
Received By pgreilic Date 2018-02-28 Time 15:43 Sent To  
Notes
2018-03-02 11:26:56PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]
Review Stop Z ZONING
Rev No 2 Status F Date 2018-01-25 Cont ID  
Sent By pgreilic Date 2018-01-25 Time 15:14 Rev Time 0.00
Received By pgreilic Date 2018-01-19 Time 14:52 Sent To  
Notes
2018-01-25 15:18:091.) PROPOSED ADDITION DOES NOT MEET REQUIRED REAR
 SETBACKS PER IBIS COUNTRY CLUB RESIDENTIAL PROPERTY
 DEVELOPMENT REGULATIONS AND DESIGN CRITERIA (ORD.
 3364-00). 15 FOOT REAR SETBACK REQUIRED FOR SINGLE
 FAMILY RESIDENCES.
  
  
 SEC. 94-305. - SETBACKS.
 (9) OUTSIDE STAIRWAYS. OUTSIDE STAIRWAYS OVER THREE
 FEET IN HEIGHT ABOVE GRADE SHALL MEET ALL SETBACK
 REQUIREMENTS OF THE MAIN STRUCTURE.
  
  
 PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status P Date   Cont ID  
Sent By   Date 2017-10-18 Time   Rev Time 0.00
Received By pgreilic Date 2017-10-17 Time 14:25 Sent To  
Notes
2017-10-18 09:32:51PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]


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