Plan Review Details - Permit 18120802
Plan Review Stops For Permit 18120802
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2019-07-17 Cont ID  
Sent By jgomez Date 2019-07-17 Time 11:01 Rev Time 0.00
Received By jgomez Date 2019-07-17 Time 09:18 Sent To  
Notes
2019-07-17 10:55:0507/17/19 PRELIMINARY COURTESY REVIEW OF E-MAIL SENT BY
 THE OWNER (NOT FINAL. COMPLETE/FINAL REVIEW WILL BE
 DONE WHEN PLANS ARE RE-SUBMITTED):
 *ESTIMATED VALUE FOR PROPOSED ADDTION $123,275. PAPA
 VALUE $189,617. (AREA CALCULATIONS ON DRAWING SUBMITTED
 ARE MISSING THE NEW PORCH +/- 280S.F.).
 *CODE 2017 NOT 2014
 *EXPOSURE D NOT C
 *REPLACEMENT OF EXISTING WINDOWS TO BE DONE ON SEPARATE
 PERMIT PER ROBERT BROWN.
 * COMPONENTS AND CLADDING DESIGN PRESSURES (WORSE
 CASE?). NEED CLARIFICATION (ULTIMATE WIND LOAD OR
 NOMINAL WIND LOAD). AND, NEED TO BE COORDINATED WITH
 THE CORRECT BUILDING EXPOSURE. REVISE ROOF DESIGN
 PRESSURES. THEY ARE TOO LOW FOR WORST CASE SCENARIO AND
 COORDINATE WITH EXPOSURE D.
 *REMINDER: KITCHEN RENOVATION WAS DONE WITHOUT PERMIT.
 PER ROBERT BROWN, THESE NEED TO BE DONE UNDER A
 SEPARATE PERMIT SINCE THE WORK WAS DONE BY PREVIOUS
 OWNER.
  
  
  
  
 NOTE: BELOW ARE THE PREVIOUS REVIEWS, REVIEW AND
 ADDRESS ALL THE ONES THAT APPLY.
  
 PROPERTY APPRAISAL REVIEW COMMENTS:
  
 1- OWNER SUBMITTED CURRENT APPRAISAL DONE BY MICHAEL
 VINCENT JOHN SPAZIANI DATED 04/15/2019:
  
 A) THE DWELLING REPLACEMENT COST STATED ON PAGE 3 OF 6
 OF THE UNIFORM RESIDENTIAL APPRAISAL REPORT IS
 $551,413. THE ESTIMATED VALUE WAS BASED ON THE COST OF
 $213.23 PER SQUARE FOOT. THE TOTAL SQUARE FOOTAGE OF
 THE DWELLING WAS 2,586 S.F.
  
 THE PROPOSED ADDITION IS 1,576S.F. OF A/C AREA. USING
 THE SAME COST STATED IN THE APPRAISAL THE PROPOSED A/C
 ADDITION WILL COST $336,050. THIS VALUE IS JUST FOR THE
 A/C AREA. IT DOESN'T INCLUDE THE ENTRY PORCH, GARAGE,
 LOGGIA AND BALCONY. IN ADDITION, THERE ARE RENOVATIONS
 TO THE EXISTING HOUSE THAT NEED TO BE ADDED ALSO.
 THEREFORE, IT IS DETERMINED THAT THE PROPOSED ADDITION
 IS CONSIDERED SUBSTANTIAL IMPROVEMENT. THE HOUSE AND
 THE PROPOSED ADDITION NEED TO BE ELEVATED TWO FEET
 ABOVE THE BASE FLOOD ELEVATION. CITY ORDINANCE 4729-17
 SEC. 18-34
  
 B) THE UNIFORM RESIDENTIAL APPRAISAL REPORT DESCRIBED
 AT THE BOTTOM OF THE PAGE THAT "KITCHEN-UPDATED ONE TO
 FIVE YEARS AGO. BATHROOMS-UPDATED-ONE TO FIVE YEARS
 AGO. THE SUBJECT IS IN VERY GOOD CONDITION AND OF GOOD
 QUALITY CONSTRUCTION. NO REPAIRS WERE WARRANTED AT THE
 TIME OF THE INSPECTION. ALL OF THE UTILITIES AND
 APPLIANCES WERE TURNED ON AT THE TIME OF THE
 INSPECTION. SMOKE DETECTORS ARE NOTED WITHIN."
  
 SINCE, COST OF WORK ON PROPERTIES LOCATED IN FLOOD
 HAZARD AREAS IS CUMULATIVE FOR THE LAST FIVE YEARS. A
 RESEARCH WAS DONE AND FOUND NO PERMITS FOR THE KITCHEN
 AND BATHROOM RENOVATIONS. IN ADDITION, PLANS SUBMITTED
 NOW SHOWING IT WAS FOUND THAT THE GARAGE GOT CONVERTED
 TO LIVABLE SPACE. THERE ARE NO PERMITS FOR THE GARAGE
 CONVERSION EITHER.
 TALKED TO MRS. SUNNI JOHNSON (OWNER). SHE SAID THEY
 PURCHASED THE HOUSE LIKE THAT. TALKED TO BUILDING
 OFFICIAL (ROBERT BROWN) THIS WORK NEEDS TO BE
 PERMITTED. SEC. 105.1.1 CITY AMENDMENTS.
  
  
  
  
 BELOW ARE THE COMMENTS ON THE FIRST REVIEW.
  
  
 RESIDENTIAL (R3) ADDITION BUILDING REVIEW COMMENTS
 CODE: FBC 6TH EDITION (2017) AND CITY AMENDMENTS.
  
 1- PROVIDE DRAINAGE PLAN SHOWING COMPLIANCE WITH THE
 FOLLOWING:
 FBC R 401.3 (DRAINAGE)
 FBC 107.2.5 (SITE PLAN)
 FBC 110.9 (IMPACT OF CONSTRUCTION)
  
 2- THE PROPOSED STRUCTURE IS LOCATED IN FLOOD ZONE AE
 WITH BASE FLOOD ELEVATIONS 7. ACCORDING TO CITY
 ORDINANCE 4729-17 SEC. 18-34 THE FINISH FLOOR ELEVATION
 NEEDS TO BE TWO FEET ABOVE THE BASE FLOOD ELEVATION.
 THE FINISH FLOOR OF THE PROPOSED ADDITION NEEDS TO
 COMPLY AND THE EXISTING HOUSE FINISHED FLOOR AND ALL
 EQUIPMENT NEEDS TO BE RAISED IF THERE IS NOT A 2 FEET
 FREEBOARD. PROVIDE SURVEY SHOWING THE EXISTING HOUSE
 FINISHED FLOOR.
  
 3- PROVIDE ENERGY CALCULATIONS (2 COPIES) AS REQUIRED
 BY SEC. 1106 FBC-EXISTING BUILDING.
  
 4- DETAIL SECTION 11/6.2 KEYED ON SECOND FLOOR FRAMING
 PLAN ON SHEET 4.1 IS NOT SHOWN ON SHEET 6.2.
 CONSTRUCTION IN THIS AREA IS NOT CLEAR. IT'S NOT CLEAR
 IF THE SECOND FLOOR WALL IN THIS AREA IS CONCRETE BLOCK
 OR WOOD FRAMED. SECOND FLOOR FRAMING PLANS INDICATES
 CONCRETE BLOCK, WHILE SECOND FLOOR PLAN ON SHEET 3.2
 INDICATES WOOD FRAMED WALL. REVISE FLOORS PLANS TO
 MATCH PROPOSED CONSTRUCTION. PROVIDE COMPLETE 11/6.2
 WALL SECTION. SPECIFY ALL FRAMING MEMBERS AND
 CONNECTORS. IF WOOD FRAMED WALL, THEN ALSO SPECIFY
 CONNECTIONS AT THE SUPPORTING ENDS OF THE FLOOR GIRDER
 SPECIFIED ON SHEET 4.1 SEC. R301.1 FBC-RESIDENTIAL.
  
 5- ACCORDING TO SEC. R301.2.1.4 FBC-RESIDENTIAL THIS
 BUILDING IS LOCATED IN EXPOSURE "D" NOT EXPOSURE "C".
 REVISE THE DESIGN PARAMETER INFORMATION ON SHEET 3.1
 AND ALL THE DESIGN PRESSURES SHOWN ON SHEET 5.1.
 NOTE: ALL PRODUCT APPROVALS WILL BE REVIEWED ONCE
 DESIGN PRESSURES ARE REVISED.
  
 6- ENGINEER TO CLEARLY SPECIFY ALL LIVE AND DEAD LOADS
 ON THE SECOND FLOOR. SEE TABLE R301.5 FBC-RESIDENTIAL
 FOR MINIMUM DESIGN LOADS.
  
 7- ENGINEER TO CLEARLY SPECIFY ALL THE LIVE AND DEAD
 LOADS ON THE ROOF TRUSSES. CLEARLY SPECIFY THE TOP AND
 BOTTOM CHORDS LIVE AND DEAD LOADS (INCLUDING ATTIC LIVE
 LOAD). SEE NOTES "B" AND "G" OF TABLE R301.5
 FBC-RESIDENTIAL.
  
 8- NEED TO SPECIFY THE 7/8" MIN. STUCCO THICKNESS AS
 REQUIRED BY TABLE R702.1(1).
  
 9- NEED TO SPECIFY TWO WATER RESISTIVE BARRIERS WHEN
 STUCCO IS APPLIED TO WOOD AS REQUIRED BY SEC. R703.7.3
 FBC-RESIDENTIAL.
  
 10- SURVEY, SITE PLAN AND PROJECT LOCATION MAP ON SHEET
 C.1 SHOW A ROOF STRUCTURE ON THE REAR OF THE HOUSE
 WHICH EXTENDS UP TO THE REAR PROPERTY LINE. THERE ARE
 NO CITY RECORDS FOR THE CONSTRUCTION OF THIS STRUCTURE.
 NEED TO OBTAIN PERMIT OR REMOVE STRUCTURE. SEC. 105.1
 CITY AMENDMENTS.
  
 11- SHEET 3.1:
 A) DESIGN PARAMETERS SPECIFIES CONSTRUCTION TYPE IIIB
 FOR THIS BUILDING. THIS BUILDING DOESN'T SEEM TO COMPLY
 WITH ALL THE REQUIREMENTS OF TYPE IIIB CONSTRUCTION AS
 REQUIRED BY SEC. 602.3 FBC. IT LOOKS MORE LIKE
 CONSTRUCTION TYPE VB. REVISE AS REQUIRED OR PROVIDE
 FULL COMPLIANCE WITH SPECIFIED TYPE OF CONSTRUCTION.
  
 B)WINDOWS ON EXISTING BEDROOM #4 DON'T COMPLY WITH THE
 EGRESS REQUIREMENTS OF SEC. 702.5 FBC-EXISTING
 BUILDING. NOTE: THIS BEDROOM HAD FRENCH DOOR LEADING TO
 THE OUTSIDE BUT THEY WERE REMOVED TO ALLOW FOR THE
 ADDITION. THEREFORE NEED TO PROVIDE WINDOWS THAT
 PROVIDE THE MINIMUM OPENINGS REQUIRED BY SEC. R310.2
 FBC-RESIDENTIAL. REVISE WINDOW SCHEDULE ACCORDINGLY.
  
 C) WINDOW SCHEDULE INDICATES THAT WINDOW "B" IS AN
 EGRESS WINDOW. 52 1/8" X 37 5/8" SINGLE HUNG WINDOW
 DOESN'T COMPLY AS AN EGRESS WINDOW. REVISE AS REQUIRED.
 CLEARLY SPECIFY ROUGH OPENING SIZE OF EXISTING WINDOWS
 ON BEDROOM #1 AND BEDROOM #2. AND, EXISTING TYPE AND
 SIZE OF THESE WINDOWS TO VERIFY COMPLIANCE WITH THE
 REQUIREMENTS OF SEC. 702.5 FBC-EXISTING BUILDING.
  
 D) SPECIFY WHAT IS THE USE OF THE ROOM ADJACENT TO THE
 EXISTING FAMILY ROOM AREA. SEC. 107.2.1 CITY
 AMENDMENTS.
  
 E) TYPE AND SIZE OF EXTERIOR DOOR SHOWN ON THE FAMILY
 ROOM DOESN'T MATCH DOOR SHOWN ON THE NORTH ELEVATION ON
 SHEET 5.1. REVISE AS REQUIRED TO MATCH. REVISE DOOR
 SCHEDULE ALSO. SEC. 107.2.1 CITY AMENDMENTS. NOTE: SAME
 THING APPLIES TO WINDOW SHOWN ON THE ROOM ADJACENT TO
 THE FAMILY ROOM.
  
 12- SHEET 3.2:
 A) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR ROOF
 DRAINAGE AT NEW TERRACE SHOWING COMPLIANCE WITH SEC.
 R903.4 FBC-RESIDENTIAL. SPECIFY ROOF DRAINS AND
 OVERFLOW SCUPPERS. ALSO, REVISE THE ROOF SLOPE. MIN
 SLOPE IS 1/4" PER FOOT NOT 1/8 PER FOOT.
  
 B) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR
 TERRACE WATERPROOFING AND FINISH FLOORING. SEC. R903.1
 FBC-RESIDENTIAL.
  
 13- SHEET 4.2:
 A) SPECIFICATIONS ON THE PLYWOOD SHEATHING NAILING
 SCHEDULE DON'T MATCH SPECIFICATIONS SHOWN ON ROOF
 SHEATHING DETAIL ON SHEET 5.2. REVISE AS REQUIRED TO
 MATCH. NOTE: SEC. R803.2.3.1 FBC-RESIDENTIAL REQUIRES
 8D RING SHANK NAILS MIN.
  
 B) REVISE ROOF ZONES SHOWN ON THE GABLE PLAN. ACCORDING
 TO FIGURE R803.2.3.1 FBC-RESIDENTIAL WHOLE GABLE END IS
 CONSIDERED ROOF ZONE 3. ALSO, THE MINIMUM DIMENSION "A"
 FOR GABLE ENDS IS 5'-0" NOT 3'-0". REVISE AS REQUIRED.
  
 C) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE
 CONSTRUCTION OF THE HAND FRAMED OVERHANG SPECIFIED AT
 THE GABLE ENDS ON THE ROOF FRAMING PLAN. SPECIFY
 FRAMING MEMBERS AND CONNECTORS. SEC. R301.1
 FBC-RESIDENTIAL.
  
 14- SHEET 5.2:
 MASTER BEDROOM WINDOWS (WINDOW "G" PER WINDOW SCHEDULE)
 SHOWN ON THE WEST ELEVATION NEED TO HAVE E WINDOW FALL
 PROTECTION AS REQUIRED BY SEC. R312.2 FBC-RESIDENTIAL.
 SHOW COMPLIANCE.
  
 15- SOIL TEST REPORT SUBMITTED NEEDS TO HAVE THE
 ENGINEER'S ORIGINAL SEAL AND SIGNATURE AS REQUIRED BY
 CHAPTER 471 F.S. WHEN SUBMITTING DOCUMENTS FOR PUBLIC
 RECORDS.
  
 16- ICYNENE FOAM INSULATION INFORMATION WAS SUBMITTED.
 PLANS DON'T SPECIFY ICYNENE FOAM INSULATION OR ANY
 OTHER FOAM INSULATION. ACTUALLY PLANS CALL FOR
 VENTILATED ATTIC AND R-30 BATT INSULATION. NEED TO
 EITHER REVISE PLANS SHOWING A DESIGN FOR UNVENTED ATTIC
 AND SPECIFYING THE FOAM INSULATION OR OMIT THE ICYNENE
 INSULATION. NOTE: COORDINATE WITH REQUIRED ENERGY
 CALCULATIONS TO AVOID CONFLICTS/DELAYS. SEC. R103.2
 FBC-ENERGY CONSERVATION.
  
 17- SPECIFY CARBON MONOXIDE ALARM WITHIN ALL SLEEPING
 ROOMS, INCLUDING EXISTING BEDROOMS AS REQUIRED BY SEC.
 R315.1 FBC-RESIDENTIAL.
  
 18- NEED TO PROVIDE MECHANICAL VENTILATION TO EXISTING
 BATHROOM AT BEDROOM #4, AND EXISTING BATHROOM #1
 BECAUSE THE WINDOWS WERE REMOVED. SEC. R303.3
 FBC-RESIDENTIAL.
  
 19- 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/VOID THE
 PREVIOUSLY REVIEWED SHEETS.
 PLEASE DON'T STAPLE OLD DRAWINGS/DOCUMENTS . SUBMIT OLD
 DRAWINGS/DOCUMENTS FOR REFERENCE.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2019-06-18 Cont ID  
Sent By jgomez Date 2019-06-18 Time 17:27 Rev Time 0.00
Received By jgomez Date 2019-06-18 Time 08:11 Sent To  
Notes
2019-06-04 13:20:30PROPERTY APPRAISAL REVIEW COMMENTS:
  
  
 1- OWNER SUBMITTED CURRENT APPRAISAL DONE BY MICHAEL
 VINCENT JOHN SPAZIANI DATED 04/15/2019:
  
 A) THE DWELLING REPLACEMENT COST STATED ON PAGE 3 OF 6
 OF THE UNIFORM RESIDENTIAL APPRAISAL REPORT IS
 $551,413. THE ESTIMATED VALUE WAS BASED ON THE COST OF
 $213.23 PER SQUARE FOOT. THE TOTAL SQUARE FOOTAGE OF
 THE DWELLING WAS 2,586 S.F.
  
 THE PROPOSED ADDITION IS 1,576S.F. OF A/C AREA. USING
 THE SAME COST STATED IN THE APPRAISAL THE PROPOSED A/C
 ADDITION WILL COST $336,050. THIS VALUE IS JUST FOR THE
 A/C AREA. IT DOESN'T INCLUDE THE ENTRY PORCH, GARAGE,
 LOGGIA AND BALCONY. IN ADDITION, THERE ARE RENOVATIONS
 TO THE EXISTING HOUSE THAT NEED TO BE ADDED ALSO.
 THEREFORE, IT IS DETERMINED THAT THE PROPOSED ADDITION
 IS CONSIDERED SUBSTANTIAL IMPROVEMENT. THE HOUSE AND
 THE PROPOSED ADDITION NEED TO BE ELEVATED TWO FEET
 ABOVE THE BASE FLOOD ELEVATION. CITY ORDINANCE 4729-17
 SEC. 18-34
  
 B) THE UNIFORM RESIDENTIAL APPRAISAL REPORT DESCRIBED
 AT THE BOTTOM OF THE PAGE THAT "KITCHEN-UPDATED ONE TO
 FIVE YEARS AGO. BATHROOMS-UPDATED-ONE TO FIVE YEARS
 AGO. THE SUBJECT IS IN VERY GOOD CONDITION AND OF GOOD
 QUALITY CONSTRUCTION. NO REPAIRS WERE WARRANTED AT THE
 TIME OF THE INSPECTION. ALL OF THE UTILITIES AND
 APPLIANCES WERE TURNED ON AT THE TIME OF THE
 INSPECTION. SMOKE DETECTORS ARE NOTED WITHIN."
  
 SINCE, COST OF WORK ON PROPERTIES LOCATED IN FLOOD
 HAZARD AREAS IS CUMULATIVE FOR THE LAST FIVE YEARS. A
 RESEARCH WAS DONE AND FOUND NO PERMITS FOR THE KITCHEN
 AND BATHROOM RENOVATIONS. IN ADDITION, PLANS SUBMITTED
 NOW SHOWING IT WAS FOUND THAT THE GARAGE GOT CONVERTED
 TO LIVABLE SPACE. THERE ARE NO PERMITS FOR THE GARAGE
 CONVERSION EITHER.
 TALKED TO MRS. SUNNI JOHNSON (OWNER). SHE SAID THEY
 PURCHASED THE HOUSE LIKE THAT. TALKED TO BUILDING
 OFFICIAL (ROBERT BROWN) THIS WORK NEEDS TO BE
 PERMITTED. SEC. 105.1.1 CITY AMENDMENTS.
  
  
  
  
 BELOW ARE THE COMMENTS ON THE FIRST REVIEW.
  
  
 RESIDENTIAL (R3) ADDITION BUILDING REVIEW COMMENTS
 CODE: FBC 6TH EDITION (2017) AND CITY AMENDMENTS.
  
 1- PROVIDE DRAINAGE PLAN SHOWING COMPLIANCE WITH THE
 FOLLOWING:
 FBC R 401.3 (DRAINAGE)
 FBC 107.2.5 (SITE PLAN)
 FBC 110.9 (IMPACT OF CONSTRUCTION)
  
 2- THE PROPOSED STRUCTURE IS LOCATED IN FLOOD ZONE AE
 WITH BASE FLOOD ELEVATIONS 7. ACCORDING TO CITY
 ORDINANCE 4729-17 SEC. 18-34 THE FINISH FLOOR ELEVATION
 NEEDS TO BE TWO FEET ABOVE THE BASE FLOOD ELEVATION.
 THE FINISH FLOOR OF THE PROPOSED ADDITION NEEDS TO
 COMPLY AND THE EXISTING HOUSE FINISHED FLOOR AND ALL
 EQUIPMENT NEEDS TO BE RAISED IF THERE IS NOT A 2 FEET
 FREEBOARD. PROVIDE SURVEY SHOWING THE EXISTING HOUSE
 FINISHED FLOOR.
  
 3- PROVIDE ENERGY CALCULATIONS (2 COPIES) AS REQUIRED
 BY SEC. 1106 FBC-EXISTING BUILDING.
  
 4- DETAIL SECTION 11/6.2 KEYED ON SECOND FLOOR FRAMING
 PLAN ON SHEET 4.1 IS NOT SHOWN ON SHEET 6.2.
 CONSTRUCTION IN THIS AREA IS NOT CLEAR. IT'S NOT CLEAR
 IF THE SECOND FLOOR WALL IN THIS AREA IS CONCRETE BLOCK
 OR WOOD FRAMED. SECOND FLOOR FRAMING PLANS INDICATES
 CONCRETE BLOCK, WHILE SECOND FLOOR PLAN ON SHEET 3.2
 INDICATES WOOD FRAMED WALL. REVISE FLOORS PLANS TO
 MATCH PROPOSED CONSTRUCTION. PROVIDE COMPLETE 11/6.2
 WALL SECTION. SPECIFY ALL FRAMING MEMBERS AND
 CONNECTORS. IF WOOD FRAMED WALL, THEN ALSO SPECIFY
 CONNECTIONS AT THE SUPPORTING ENDS OF THE FLOOR GIRDER
 SPECIFIED ON SHEET 4.1 SEC. R301.1 FBC-RESIDENTIAL.
  
 5- ACCORDING TO SEC. R301.2.1.4 FBC-RESIDENTIAL THIS
 BUILDING IS LOCATED IN EXPOSURE "D" NOT EXPOSURE "C".
 REVISE THE DESIGN PARAMETER INFORMATION ON SHEET 3.1
 AND ALL THE DESIGN PRESSURES SHOWN ON SHEET 5.1.
 NOTE: ALL PRODUCT APPROVALS WILL BE REVIEWED ONCE
 DESIGN PRESSURES ARE REVISED.
  
 6- ENGINEER TO CLEARLY SPECIFY ALL LIVE AND DEAD LOADS
 ON THE SECOND FLOOR. SEE TABLE R301.5 FBC-RESIDENTIAL
 FOR MINIMUM DESIGN LOADS.
  
 7- ENGINEER TO CLEARLY SPECIFY ALL THE LIVE AND DEAD
 LOADS ON THE ROOF TRUSSES. CLEARLY SPECIFY THE TOP AND
 BOTTOM CHORDS LIVE AND DEAD LOADS (INCLUDING ATTIC LIVE
 LOAD). SEE NOTES "B" AND "G" OF TABLE R301.5
 FBC-RESIDENTIAL.
  
 8- NEED TO SPECIFY THE 7/8" MIN. STUCCO THICKNESS AS
 REQUIRED BY TABLE R702.1(1).
  
 9- NEED TO SPECIFY TWO WATER RESISTIVE BARRIERS WHEN
 STUCCO IS APPLIED TO WOOD AS REQUIRED BY SEC. R703.7.3
 FBC-RESIDENTIAL.
  
 10- SURVEY, SITE PLAN AND PROJECT LOCATION MAP ON SHEET
 C.1 SHOW A ROOF STRUCTURE ON THE REAR OF THE HOUSE
 WHICH EXTENDS UP TO THE REAR PROPERTY LINE. THERE ARE
 NO CITY RECORDS FOR THE CONSTRUCTION OF THIS STRUCTURE.
 NEED TO OBTAIN PERMIT OR REMOVE STRUCTURE. SEC. 105.1
 CITY AMENDMENTS.
  
 11- SHEET 3.1:
 A) DESIGN PARAMETERS SPECIFIES CONSTRUCTION TYPE IIIB
 FOR THIS BUILDING. THIS BUILDING DOESN'T SEEM TO COMPLY
 WITH ALL THE REQUIREMENTS OF TYPE IIIB CONSTRUCTION AS
 REQUIRED BY SEC. 602.3 FBC. IT LOOKS MORE LIKE
 CONSTRUCTION TYPE VB. REVISE AS REQUIRED OR PROVIDE
 FULL COMPLIANCE WITH SPECIFIED TYPE OF CONSTRUCTION.
  
 B)WINDOWS ON EXISTING BEDROOM #4 DON'T COMPLY WITH THE
 EGRESS REQUIREMENTS OF SEC. 702.5 FBC-EXISTING
 BUILDING. NOTE: THIS BEDROOM HAD FRENCH DOOR LEADING TO
 THE OUTSIDE BUT THEY WERE REMOVED TO ALLOW FOR THE
 ADDITION. THEREFORE NEED TO PROVIDE WINDOWS THAT
 PROVIDE THE MINIMUM OPENINGS REQUIRED BY SEC. R310.2
 FBC-RESIDENTIAL. REVISE WINDOW SCHEDULE ACCORDINGLY.
  
 C) WINDOW SCHEDULE INDICATES THAT WINDOW "B" IS AN
 EGRESS WINDOW. 52 1/8" X 37 5/8" SINGLE HUNG WINDOW
 DOESN'T COMPLY AS AN EGRESS WINDOW. REVISE AS REQUIRED.
 CLEARLY SPECIFY ROUGH OPENING SIZE OF EXISTING WINDOWS
 ON BEDROOM #1 AND BEDROOM #2. AND, EXISTING TYPE AND
 SIZE OF THESE WINDOWS TO VERIFY COMPLIANCE WITH THE
 REQUIREMENTS OF SEC. 702.5 FBC-EXISTING BUILDING.
  
 D) SPECIFY WHAT IS THE USE OF THE ROOM ADJACENT TO THE
 EXISTING FAMILY ROOM AREA. SEC. 107.2.1 CITY
 AMENDMENTS.
  
 E) TYPE AND SIZE OF EXTERIOR DOOR SHOWN ON THE FAMILY
 ROOM DOESN'T MATCH DOOR SHOWN ON THE NORTH ELEVATION ON
 SHEET 5.1. REVISE AS REQUIRED TO MATCH. REVISE DOOR
 SCHEDULE ALSO. SEC. 107.2.1 CITY AMENDMENTS. NOTE: SAME
 THING APPLIES TO WINDOW SHOWN ON THE ROOM ADJACENT TO
 THE FAMILY ROOM.
  
 12- SHEET 3.2:
 A) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR ROOF
 DRAINAGE AT NEW TERRACE SHOWING COMPLIANCE WITH SEC.
 R903.4 FBC-RESIDENTIAL. SPECIFY ROOF DRAINS AND
 OVERFLOW SCUPPERS. ALSO, REVISE THE ROOF SLOPE. MIN
 SLOPE IS 1/4" PER FOOT NOT 1/8 PER FOOT.
  
 B) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR
 TERRACE WATERPROOFING AND FINISH FLOORING. SEC. R903.1
 FBC-RESIDENTIAL.
  
 13- SHEET 4.2:
 A) SPECIFICATIONS ON THE PLYWOOD SHEATHING NAILING
 SCHEDULE DON'T MATCH SPECIFICATIONS SHOWN ON ROOF
 SHEATHING DETAIL ON SHEET 5.2. REVISE AS REQUIRED TO
 MATCH. NOTE: SEC. R803.2.3.1 FBC-RESIDENTIAL REQUIRES
 8D RING SHANK NAILS MIN.
  
 B) REVISE ROOF ZONES SHOWN ON THE GABLE PLAN. ACCORDING
 TO FIGURE R803.2.3.1 FBC-RESIDENTIAL WHOLE GABLE END IS
 CONSIDERED ROOF ZONE 3. ALSO, THE MINIMUM DIMENSION "A"
 FOR GABLE ENDS IS 5'-0" NOT 3'-0". REVISE AS REQUIRED.
  
 C) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE
 CONSTRUCTION OF THE HAND FRAMED OVERHANG SPECIFIED AT
 THE GABLE ENDS ON THE ROOF FRAMING PLAN. SPECIFY
 FRAMING MEMBERS AND CONNECTORS. SEC. R301.1
 FBC-RESIDENTIAL.
  
 14- SHEET 5.2:
 MASTER BEDROOM WINDOWS (WINDOW "G" PER WINDOW SCHEDULE)
 SHOWN ON THE WEST ELEVATION NEED TO HAVE E WINDOW FALL
 PROTECTION AS REQUIRED BY SEC. R312.2 FBC-RESIDENTIAL.
 SHOW COMPLIANCE.
  
 15- SOIL TEST REPORT SUBMITTED NEEDS TO HAVE THE
 ENGINEER'S ORIGINAL SEAL AND SIGNATURE AS REQUIRED BY
 CHAPTER 471 F.S. WHEN SUBMITTING DOCUMENTS FOR PUBLIC
 RECORDS.
  
 16- ICYNENE FOAM INSULATION INFORMATION WAS SUBMITTED.
 PLANS DON'T SPECIFY ICYNENE FOAM INSULATION OR ANY
 OTHER FOAM INSULATION. ACTUALLY PLANS CALL FOR
 VENTILATED ATTIC AND R-30 BATT INSULATION. NEED TO
 EITHER REVISE PLANS SHOWING A DESIGN FOR UNVENTED ATTIC
 AND SPECIFYING THE FOAM INSULATION OR OMIT THE ICYNENE
 INSULATION. NOTE: COORDINATE WITH REQUIRED ENERGY
 CALCULATIONS TO AVOID CONFLICTS/DELAYS. SEC. R103.2
 FBC-ENERGY CONSERVATION.
  
 17- SPECIFY CARBON MONOXIDE ALARM WITHIN ALL SLEEPING
 ROOMS, INCLUDING EXISTING BEDROOMS AS REQUIRED BY SEC.
 R315.1 FBC-RESIDENTIAL.
  
 18- NEED TO PROVIDE MECHANICAL VENTILATION TO EXISTING
 BATHROOM AT BEDROOM #4, AND EXISTING BATHROOM #1
 BECAUSE THE WINDOWS WERE REMOVED. SEC. R303.3
 FBC-RESIDENTIAL.
  
 19- 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/VOID THE
 PREVIOUSLY REVIEWED SHEETS.
 PLEASE DON'T STAPLE OLD DRAWINGS/DOCUMENTS . SUBMIT OLD
 DRAWINGS/DOCUMENTS FOR REFERENCE.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2019-01-29 Cont ID  
Sent By jgomez Date 2019-01-29 Time 14:55 Rev Time 0.00
Received By jgomez Date 2019-01-28 Time 09:02 Sent To  
Notes
2019-01-29 14:58:35RESIDENTIAL (R3) ADDITION BUILDING REVIEW COMMENTS
 CODE: FBC 6TH EDITION (2017) AND CITY AMENDMENTS.
  
 1- PROVIDE DRAINAGE PLAN SHOWING COMPLIANCE WITH THE
 FOLLOWING:
 FBC R 401.3 (DRAINAGE)
 FBC 107.2.5 (SITE PLAN)
 FBC 110.9 (IMPACT OF CONSTRUCTION)
  
 2- THE PROPOSED STRUCTURE IS LOCATED IN FLOOD ZONE AE
 WITH BASE FLOOD ELEVATIONS 7. ACCORDING TO CITY
 ORDINANCE 4729-17 SEC. 18-34 THE FINISH FLOOR ELEVATION
 NEEDS TO BE TWO FEET ABOVE THE BASE FLOOD ELEVATION.
 THE FINISH FLOOR OF THE PROPOSED ADDITION NEEDS TO
 COMPLY AND THE EXISTING HOUSE FINISHED FLOOR AND ALL
 EQUIPMENT NEEDS TO BE RAISED IF THERE IS NOT A 2 FEET
 FREEBOARD. PROVIDE SURVEY SHOWING THE EXISTING HOUSE
 FINISHED FLOOR.
  
 3- PROVIDE ENERGY CALCULATIONS (2 COPIES) AS REQUIRED
 BY SEC. 1106 FBC-EXISTING BUILDING.
  
 4- DETAIL SECTION 11/6.2 KEYED ON SECOND FLOOR FRAMING
 PLAN ON SHEET 4.1 IS NOT SHOWN ON SHEET 6.2.
 CONSTRUCTION IN THIS AREA IS NOT CLEAR. IT'S NOT CLEAR
 IF THE SECOND FLOOR WALL IN THIS AREA IS CONCRETE BLOCK
 OR WOOD FRAMED. SECOND FLOOR FRAMING PLANS INDICATES
 CONCRETE BLOCK, WHILE SECOND FLOOR PLAN ON SHEET 3.2
 INDICATES WOOD FRAMED WALL. REVISE FLOORS PLANS TO
 MATCH PROPOSED CONSTRUCTION. PROVIDE COMPLETE 11/6.2
 WALL SECTION. SPECIFY ALL FRAMING MEMBERS AND
 CONNECTORS. IF WOOD FRAMED WALL, THEN ALSO SPECIFY
 CONNECTIONS AT THE SUPPORTING ENDS OF THE FLOOR GIRDER
 SPECIFIED ON SHEET 4.1 SEC. R301.1 FBC-RESIDENTIAL.
  
 5- ACCORDING TO SEC. R301.2.1.4 FBC-RESIDENTIAL THIS
 BUILDING IS LOCATED IN EXPOSURE "D" NOT EXPOSURE "C".
 REVISE THE DESIGN PARAMETER INFORMATION ON SHEET 3.1
 AND ALL THE DESIGN PRESSURES SHOWN ON SHEET 5.1.
 NOTE: ALL PRODUCT APPROVALS WILL BE REVIEWED ONCE
 DESIGN PRESSURES ARE REVISED.
  
 6- ENGINEER TO CLEARLY SPECIFY ALL LIVE AND DEAD LOADS
 ON THE SECOND FLOOR. SEE TABLE R301.5 FBC-RESIDENTIAL
 FOR MINIMUM DESIGN LOADS.
  
 7- ENGINEER TO CLEARLY SPECIFY ALL THE LIVE AND DEAD
 LOADS ON THE ROOF TRUSSES. CLEARLY SPECIFY THE TOP AND
 BOTTOM CHORDS LIVE AND DEAD LOADS (INCLUDING ATTIC LIVE
 LOAD). SEE NOTES "B" AND "G" OF TABLE R301.5
 FBC-RESIDENTIAL.
  
 8- NEED TO SPECIFY THE 7/8" MIN. STUCCO THICKNESS AS
 REQUIRED BY TABLE R702.1(1).
  
 9- NEED TO SPECIFY TWO WATER RESISTIVE BARRIERS WHEN
 STUCCO IS APPLIED TO WOOD AS REQUIRED BY SEC. R703.7.3
 FBC-RESIDENTIAL.
  
 10- SURVEY, SITE PLAN AND PROJECT LOCATION MAP ON SHEET
 C.1 SHOW A ROOF STRUCTURE ON THE REAR OF THE HOUSE
 WHICH EXTENDS UP TO THE REAR PROPERTY LINE. THERE ARE
 NO CITY RECORDS FOR THE CONSTRUCTION OF THIS STRUCTURE.
 NEED TO OBTAIN PERMIT OR REMOVE STRUCTURE. SEC. 105.1
 CITY AMENDMENTS.
  
 11- SHEET 3.1:
 A) DESIGN PARAMETERS SPECIFIES CONSTRUCTION TYPE IIIB
 FOR THIS BUILDING. THIS BUILDING DOESN'T SEEM TO COMPLY
 WITH ALL THE REQUIREMENTS OF TYPE IIIB CONSTRUCTION AS
 REQUIRED BY SEC. 602.3 FBC. IT LOOKS MORE LIKE
 CONSTRUCTION TYPE VB. REVISE AS REQUIRED OR PROVIDE
 FULL COMPLIANCE WITH SPECIFIED TYPE OF CONSTRUCTION.
  
 B)WINDOWS ON EXISTING BEDROOM #4 DON'T COMPLY WITH THE
 EGRESS REQUIREMENTS OF SEC. 702.5 FBC-EXISTING
 BUILDING. NOTE: THIS BEDROOM HAD FRENCH DOOR LEADING TO
 THE OUTSIDE BUT THEY WERE REMOVED TO ALLOW FOR THE
 ADDITION. THEREFORE NEED TO PROVIDE WINDOWS THAT
 PROVIDE THE MINIMUM OPENINGS REQUIRED BY SEC. R310.2
 FBC-RESIDENTIAL. REVISE WINDOW SCHEDULE ACCORDINGLY.
  
 C) WINDOW SCHEDULE INDICATES THAT WINDOW "B" IS AN
 EGRESS WINDOW. 52 1/8" X 37 5/8" SINGLE HUNG WINDOW
 DOESN'T COMPLY AS AN EGRESS WINDOW. REVISE AS REQUIRED.
 CLEARLY SPECIFY ROUGH OPENING SIZE OF EXISTING WINDOWS
 ON BEDROOM #1 AND BEDROOM #2. AND, EXISTING TYPE AND
 SIZE OF THESE WINDOWS TO VERIFY COMPLIANCE WITH THE
 REQUIREMENTS OF SEC. 702.5 FBC-EXISTING BUILDING.
  
 D) SPECIFY WHAT IS THE USE OF THE ROOM ADJACENT TO THE
 EXISTING FAMILY ROOM AREA. SEC. 107.2.1 CITY
 AMENDMENTS.
  
 E) TYPE AND SIZE OF EXTERIOR DOOR SHOWN ON THE FAMILY
 ROOM DOESN'T MATCH DOOR SHOWN ON THE NORTH ELEVATION ON
 SHEET 5.1. REVISE AS REQUIRED TO MATCH. REVISE DOOR
 SCHEDULE ALSO. SEC. 107.2.1 CITY AMENDMENTS. NOTE: SAME
 THING APPLIES TO WINDOW SHOWN ON THE ROOM ADJACENT TO
 THE FAMILY ROOM.
  
 12- SHEET 3.2:
 A) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR ROOF
 DRAINAGE AT NEW TERRACE SHOWING COMPLIANCE WITH SEC.
 R903.4 FBC-RESIDENTIAL. SPECIFY ROOF DRAINS AND
 OVERFLOW SCUPPERS. ALSO, REVISE THE ROOF SLOPE. MIN
 SLOPE IS 1/4" PER FOOT NOT 1/8 PER FOOT.
  
 B) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR
 TERRACE WATERPROOFING AND FINISH FLOORING. SEC. R903.1
 FBC-RESIDENTIAL.
  
 13- SHEET 4.2:
 A) SPECIFICATIONS ON THE PLYWOOD SHEATHING NAILING
 SCHEDULE DON'T MATCH SPECIFICATIONS SHOWN ON ROOF
 SHEATHING DETAIL ON SHEET 5.2. REVISE AS REQUIRED TO
 MATCH. NOTE: SEC. R803.2.3.1 FBC-RESIDENTIAL REQUIRES
 8D RING SHANK NAILS MIN.
  
 B) REVISE ROOF ZONES SHOWN ON THE GABLE PLAN. ACCORDING
 TO FIGURE R803.2.3.1 FBC-RESIDENTIAL WHOLE GABLE END IS
 CONSIDERED ROOF ZONE 3. ALSO, THE MINIMUM DIMENSION "A"
 FOR GABLE ENDS IS 5'-0" NOT 3'-0". REVISE AS REQUIRED.
  
 C) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE
 CONSTRUCTION OF THE HAND FRAMED OVERHANG SPECIFIED AT
 THE GABLE ENDS ON THE ROOF FRAMING PLAN. SPECIFY
 FRAMING MEMBERS AND CONNECTORS. SEC. R301.1
 FBC-RESIDENTIAL.
  
 14- SHEET 5.2:
 MASTER BEDROOM WINDOWS (WINDOW "G" PER WINDOW SCHEDULE)
 SHOWN ON THE WEST ELEVATION NEED TO HAVE E WINDOW FALL
 PROTECTION AS REQUIRED BY SEC. R312.2 FBC-RESIDENTIAL.
 SHOW COMPLIANCE.
  
 15- SOIL TEST REPORT SUBMITTED NEEDS TO HAVE THE
 ENGINEER'S ORIGINAL SEAL AND SIGNATURE AS REQUIRED BY
 CHAPTER 471 F.S. WHEN SUBMITTING DOCUMENTS FOR PUBLIC
 RECORDS.
  
 16- ICYNENE FOAM INSULATION INFORMATION WAS SUBMITTED.
 PLANS DON'T SPECIFY ICYNENE FOAM INSULATION OR ANY
 OTHER FOAM INSULATION. ACTUALLY PLANS CALL FOR
 VENTILATED ATTIC AND R-30 BATT INSULATION. NEED TO
 EITHER REVISE PLANS SHOWING A DESIGN FOR UNVENTED ATTIC
 AND SPECIFYING THE FOAM INSULATION OR OMIT THE ICYNENE
 INSULATION. NOTE: COORDINATE WITH REQUIRED ENERGY
 CALCULATIONS TO AVOID CONFLICTS/DELAYS. SEC. R103.2
 FBC-ENERGY CONSERVATION.
  
 17- SPECIFY CARBON MONOXIDE ALARM WITHIN ALL SLEEPING
 ROOMS, INCLUDING EXISTING BEDROOMS AS REQUIRED BY SEC.
 R315.1 FBC-RESIDENTIAL.
  
 18- NEED TO PROVIDE MECHANICAL VENTILATION TO EXISTING
 BATHROOM AT BEDROOM #4, AND EXISTING BATHROOM #1
 BECAUSE THE WINDOWS WERE REMOVED. SEC. R303.3
 FBC-RESIDENTIAL.
  
 19- 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/VOID THE
 PREVIOUSLY REVIEWED SHEETS.
 PLEASE DON'T STAPLE OLD DRAWINGS/DOCUMENTS . SUBMIT OLD
 DRAWINGS/DOCUMENTS FOR REFERENCE.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2019-01-14 Cont ID  
Sent By jpearson Date 2019-01-14 Time 14:22 Rev Time 0.00
Received By jpearson Date 2019-01-09 Time 17:02 Sent To  
Notes
2019-01-14 14:22:33CODES 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
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PROVIDE SIZE OF EXISTING METER CAN, AND METHOD TO
 TAP ADDITIONAL PANEL FEEDERS, PROVIDE CORRECTED RISER
 DIAGRAM SHOWING WIRE SIZES TO EACH LOCATION. NEC 215.5,
 230, 250.50, 250.94, 408.30; FBC RE E3706.1, E3608.1,
 E3609.3; WPB FBC 107.2.1
 2. PROVIDE LOAD CALCULATION FOR SERVICE, INCLUDE
 EXISTING AND NEW LOADS TO CONFIRM CAPACITY OF SERVICE
 IS ADEQUATE. NEC 215.2, 220, 408.30; FBC RE E3602.2
 3. RISER DIAGRAM SHOWS A 200 AMP FEED TO A 100 AMP
 PANEL, WHICH LOAD CALCULATION STATES HAS A DEMAND LOAD
 OF 111 AMPS. THIS SAME PANEL ON PLAN IS SHOWN AS A 150
 AMP PANEL. THE PANEL CANNOT BE SMALLER THAN THE
 CAPACITY OF THE FEEDERS AND OCP. PROVIDE CORRECTION.
 NEC 408.30, 408.36; FBC RE E3706.1, E3706.3
 4. THE RSIER DIAGRAM SHOWS 2/0 WIRE FOR THE 200 AMP
 FEEDERS. THIS WIRE SIZE IS NOT RATED FOR 200 AMPS. WIRE
 SIZES FROM NEC 310.15(B)(7), OR FBC RE E3603.1, CAN
 ONLY BE USED WHEN THE SERVICE CONDUCTOR SUPPLIES 100%
 OF THE LOAD. SINCE THIS IS NOT THE CASE, PROVIDE
 CORRECTED WIRE SIZE FROM METER CAN TO PANELS. NEC
 310.15(B)(7) AND (B)(16); FBC RE E3603.1, E3705.1
 5. THE RISER SHOWS THE GROUNDING OF THE SYSTEM
 ESTABLISHED AT THE SERVICE. AN ADDITIONAL GROUNDING
 ELECTRODE AND GROUNDING ELECTRODE CONDUCTOR SHOULD NOT
 BE INSTALLED AT THE NEW SUB-PANEL. PROVIDE CORRECTION.
 NEC 250.6; FBC RE E3610.4
 6. PROVIDE INTERSYSTEM BONDING TERMINATION POINT AT
 SERVICE. SHOW ON PLAN. NEC 250.94; FBC RE E3609.3
 7. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR
 SERVICE INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.
 NEC 110.9, 110.10; FBC RE E3606.3
 8. ALL BRANCH CIRCUITS THAT SUPPLY 120-VOLT,
 SINGLE-PHASE, 15- AND 20-AMPERE OUTLETS INSTALLED IN
 KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS,
 PARLORS, LIBRARIES, DENS, BEDROOMS, SUN-ROOMS,
 RECREATIONS ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND
 SIMILAR ROOMS OR AREAS SHALL BE AFCI PROTECTED. THIS
 INCLUDES LIGHTING AND POWER OUTLETS AND RECEPTACLES.
 SOME AREAS REQUIRE BOTH AFCI AND GFCI PROTECTION.
 PROVIDE CORRECTION. NEC 210.8, 210.12; FBC RE E3902;
 FBC EX 607.1.1 OR 801.1, 801.2, OR 901.2 AS APPLICABLE.
  
 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 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 2 Status N Date 2019-06-18 Cont ID  
Sent By jgomez Date 2019-06-18 Time 17:28 Rev Time 0.00
Received By jgomez Date 2019-06-04 Time 13:19 Sent To  
Notes
2019-06-04 13:20:0606/04/19 MET W/ OWNERS TO GO OVER COMMENTS. THEY
 SUBMITTED CURRENT PROPERTY APPRAISAL AND PLANS. THEY
 WILL E-MAIL CONSTRUCTION COST BREAK DOWN FROM BUILDER
 TO HELP DETERMINE IF THE PROPOSED ADDITION AND
 RENOVATIONS ARE SUBSTANTIAL IMPROVEMENTS PRIOR TO
 PROCEED WITH THE ADDITION. JG.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2019-02-15 Cont ID  
Sent By hmoser Date 2019-02-15 Time 15:05 Rev Time 0.00
Received By hmoser Date 2018-12-21 Time 15:38 Sent To  
Notes
2018-12-26 15:38:36R22
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2019-01-29 Cont ID  
Sent By jgomez Date 2019-01-29 Time 14:59 Rev Time 0.00
Received By jgomez Date 2019-01-29 Time 14:59 Sent To  
Notes
2019-01-29 14:59:55IMPACT FEES - PAPER SUBMITTALS
  
 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.PBCGOV.ORG/PZB/AD
 MINISTRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2019-02-15 Cont ID  
Sent By hmoser Date 2019-02-15 Time 15:05 Rev Time 0.00
Received By hmoser Date 2019-02-15 Time 13:54 Sent To I
Notes
2019-02-15 15:05:16PLAN DENIED \REFER TO SECTION M1401.3 EQUIPMENT AND
 APPLIANCE SIZING
 PROVIDE ENERGY CALCULATIONS.
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status F Date 2019-04-02 Cont ID  
Sent By jgomez Date 2019-04-02 Time 13:55 Rev Time 0.00
Received By jgomez Date 2019-04-02 Time 13:55 Sent To  
Notes
2019-04-02 13:56:00 
 RESIDENTIAL (R3) ADDITION BUILDING REVIEW COMMENTS
 CODE: FBC 6TH EDITION (2017) AND CITY AMENDMENTS.
  
 1- THE PROPOSED STRUCTURE IS LOCATED IN FLOOD ZONE AE
 WITH BASE FLOOD ELEVATIONS 7. ACCORDING TO CITY
 ORDINANCE 4729-17 SEC. 18-34 THE FINISH FLOOR ELEVATION
 NEEDS TO BE TWO FEET ABOVE THE BASE FLOOD ELEVATION.
 THE FINISH FLOOR OF THE PROPOSED ADDITION NEEDS TO
 COMPLY AND THE EXISTING HOUSE FINISHED FLOOR AND ALL
 EQUIPMENT NEEDS TO BE RAISED IF THERE IS NOT A 2 FEET
 FREEBOARD. PROVIDE SURVEY SHOWING THE EXISTING HOUSE
 FINISHED FLOOR.
  
  
 2- 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/VOID THE
 PREVIOUSLY REVIEWED SHEETS.
 PLEASE DON'T STAPLE OLD DRAWINGS/DOCUMENTS . SUBMIT OLD
 DRAWINGS/DOCUMENTS FOR REFERENCE.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
Review Stop P PLUMBING
Rev No 1 Status P Date 2019-01-22 Cont ID  
Sent By gjohnson Date 2019-01-22 Time 15:38 Rev Time 0.00
Received By gjohnson Date 2019-01-22 Time 11:41 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2019-01-29 Cont ID  
Sent By jgomez Date 2019-01-29 Time 14:58 Rev Time 0.00
Received By jgomez Date 2019-01-29 Time 14:58 Sent To  
Notes
2019-01-29 14:58:55NOTE: ALL PRODUCT APPROVALS WILL BE REVIEWED ONCE
 DESIGN PRESSURES ARE REVISED.
Review Stop Z ZONING
Rev No 1 Status F Date 2019-01-08 Cont ID  
Sent By llouie Date 2019-01-08 Time   Rev Time  
Received By llouie Date 2019-01-07 Time   Sent To  
Notes
2019-01-08 12:13:12** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) NOT ALL EXISTING STRUCTURES IN THE SURVEY ARE
 DEPICTED IN THE SITE PLAN. PLEASE SHOW FOR CONSISTENCY
 (I.E. SHED, PAVERED WALKWAY, ETC.).
  
 2.) SHOW ALL SETBACK DIMENSIONS FOR THE PROPOSED
 ADDITION. NOT ALL SIDES OF THE PROPOSED ADDITION HAVE
 BEEN DIMENSIONED. SETBACK DIMENSIONS SHALL BE
 CONSISTENT WITH THE MINIMUM REQUIREMENTS IN ZLDR
 S.94-72(A)(2).
  
 3.) SIDE SETBACK SHALL BE A MINIMUM OF 5 FT. PER SIDE
 AND 15 FT. TOTAL ON BOTH SIDES. PROPOSED SIDE SETBACK
 DOES NOT MEET THIS REQUIREMENT. PLEASE ADDRESS. [ZLDR
 S.94-72(A)(2)]
  
 4.) HEIGHT OF THE STRUCTURE SHALL BE MEASURED FROM THE
 MEAN GRADE OF THE LOT (NOT AFF) TO THE MID-HEIGHT LEVEL
 BETWEEN EAVES AND RIDGE FOR GABLE ROOFS. ALSO NOTE THAT
 THE STRUCTURE CANNOT EXCEED 30 FT. IN HEIGHT. [ZLDR
 S.94-72(A)(2)]
  
 5.) NORTH ELEVATION SEEMS TO BE INCONSISTENT WITH THE
 FLOOR PLAN. PLEASE ADDRESS.
  
 6.) WILL THE EXISTING DRIVEWAY BE EXTENDED TO THE NEW
 GARAGE? IF SO, PLEASE ILLUSTRATE AND PROVIDE
 DIMENSIONS, INCLUDING SETBACK(S) FROM THE PROPERTY
 LINE(S). ALSO NOTE THAT A MINIMUM OF 1,000 SQ. FT. OF
 LANDSCAPED AREA SHALL BE MAINTAINED WITHIN THE REQUIRED
 FRONT YARD (FIRST 25 FT. OF THE FRONT PROPERTY LINE).
 CALCULATIONS DEMONSTRATING COMPLIANCE IS REQUIRED.
 [ZLDR S.94-482(A)]
  
 7.) THE VALUE OF THE CONSTRUCTION ($285,000.00) EXCEEDS
 50% OF THE STRUCTURE'S VALUE ($189,617.00) ACCORDING TO
 THE P.B.C. PROPERTY APPRAISER'S OFFICE; THEREFORE,
 PURSUANT TO SECTION 94-441(C)(2) OF THE ZONING AND LAND
 DEVELOPMENT REGULATIONS (ZLDR), THE LANDSCAPE ON THE
 SITE SHALL BE IN COMPLIANCE WITH ALL APPLICABLE
 REGULATIONS FOUND IN ARTICLE XIV OF THE ZLDR. IF THE
 SITE CONFORMS TO ARTICLE XIV, THEN TWO (2) COPIES OF A
 LANDSCAPE PLAN DEMONSTRATING COMPLIANCE SHALL BE
 INCLUDED WITH THE PERMIT RE-SUBMITTAL. IF THE SITE DOES
 NOT CONFORM TO ARTICLE XIV, THEN PRIOR TO THE ZONING
 APPROVAL OF THIS PERMIT A SEPARATE LANDSCAPE PERMIT AND
 IRRIGATION PERMIT SHALL BE SUBMITTED SHOWING MATERIAL
 TO BRING THE SITE INTO CONFORMITY.
  
  
 NOTES:
  
 * REVISION MAY RESULT IN ADDITIONAL COMMENTS.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
 * ZONE: SF7
  
 * REFERENCE: RESOLUTION NO. 129-15 (ABANDONMENT)
  
 * NO PERMIT FOR THE EXISTING SHED ALONG THE EAST
 PROPERTY LINE. DOES NOT MEET SETBACK. PERMIT REQUIRED
 OR REMOVE SHED.
  


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