Plan Review Details - Permit 17020233
Plan Review Stops For Permit 17020233
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2017-07-28 Cont ID  
Sent By destabro Date 2017-08-01 Time 16:05 Rev Time 0.00
Received By rmcdouga Date 2017-07-28 Time 15:51 Sent To  
Notes
2017-07-28 16:53:08APPROVED WITH EXCEPTIONS
  
 1) SEE RED-LINED PLANS AND THE SIGNED AND SEALED LETTER
 FROM THE ARCHITECT.
 2) SUBMIT TWO SETS OF SIGNED AND SEALED RAS 117
 CALCULATIONS FOR THE BUILT-UP ROOFING SYSTEM AS
 REQUIRED BY LIMITATION #7 OF PRODUCT APPROVAL NOA NO.
 16-0425.02.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-07-17 Cont ID  
Sent By rmcdouga Date 2017-07-17 Time 16:49 Rev Time 0.00
Received By rmcdouga Date 2017-07-10 Time 09:58 Sent To  
Notes
2017-07-12 19:00:51PLAN
 REVIEW COMMENTS
  
 2ND REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) FBC-R 301.2.1 - PROVIDE WIND DESIGN CRITERIA ON THE
 PLANS, WHICH INCLUDES THE WINDSPEED AND THE EXPOSURE
 CATEGORY.
  
 2) THE NEW MASTER BEDROOM WINDOWS DO NOT COMPLY WITH
 EMERGENCY ESCAPE AND RESCUE OPENING REQUIREMENTS.
 FBC-R310
  
 3) SHOW COMPLIANCE WITH EGRESS REQUIREMENTS. FBC-R310.1
 EMERGENCY ESCAPE AND RESCUE REQUIRED.
 BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM
 SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND
 RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE
 SLEEPING ROOMS, EMERGENCY EGRESS AND RESCUE OPENINGS
 SHALL BE REQUIRED IN EACH SLEEPING ROOM. WHERE
 EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY
 SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES
 (1118 MM) ABOVE THE FLOOR. WHERE A DOOR OPENING HAVING
 A THRESHOLD BELOW THE ADJACENT GROUND ELEVATION SERVES
 AS AN EMERGENCY ESCAPE AND RESCUE OPENING AND IS
 PROVIDED WITH A BULKHEAD ENCLOSURE, THE BULKHEAD
 ENCLOSURE SHALL COMPLY WITH SECTION R310.3. 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. EMERGENCY
 ESCAPE AND RESCUE OPENINGS WITH A FINISHED SILL HEIGHT
 BELOW THE ADJACENT GROUND ELEVATION SHALL BE PROVIDED
 WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.
 EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN
 DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT
 OPENS TO A PUBLIC WAY.
  
 FBC-R310.1.1 MINIMUM OPENING AREA.
 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A
 MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET (0.530
 M2).
 EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM
 NET CLEAR OPENING OF 5 SQUARE FEET (0.465 M2).
  
 FBC-R310.1.2 MINIMUM OPENING HEIGHT.
 THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES
 (610 MM).
  
 FBC-R310.1.3 MINIMUM OPENING WIDTH.
 THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES
 (508 MM).
  
 4) SHOW THE ATTACHMENT OF THE 2 X 8 HEADERS TO THE 4 X
 4 POSTS AT THE FRONT PORCH. FBC-R 301.1
  
 5) SPECIFY THE SLOPE OF THE FRONT PORCH ROOF ON THE
 PLANS. FBC 107.2.1
  
 6) THE WRONG EDITION (1995) OF ACI 318 IS LISTED ON
 SHEET S1.0 OF THE PLANS. THE 2014 FBC REFERENCES THE
 2011 EDITION OF ACI. FBC-R CHAPTER 46
  
 7) SHOW COMPLIANCE WITH FBC - R806.1 VENTILATION
 REQUIRED. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES
 FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE
 UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION
 FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS
 PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW.
 VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF
 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM)
 MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION
 LARGER THAN 1/4 INCH (6.4 MM) SHALL BE PROVIDED WITH
 CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE
 CLOTH, OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST
 DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH
 (6.4 MM) MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS
 SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.1.8.
 REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO
 THE OUTSIDE AIR.
  
 8) DETAIL NUMBER 7 ON SHEET A5.0 SHOWS THE EXTERIOR
 STUCCO EXTENDING BELOW GRADE. THIS IS NOT ALLOWED BY
 FBC- R703.6.2 PLASTER. ON WOOD-FRAME CONSTRUCTION WITH
 AN ON-GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL
 BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER
 AND SCREED. R703.6.2.1 WEEP SCREEDS. A MINIMUM
 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE),
 CORROSION-RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED,
 WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2
 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE
 FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN
 ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE
 PLACED A MINIMUM OF 4 INCHES (102 MM) ABOVE THE EARTH
 OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A
 TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE
 EXTERIOR OF THE BUILDING. THE WEATHER-RESISTANT BARRIER
 SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH
 SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF
 THE WEEP SCREED.
  
 9) SHOW COMPLIANCE WITH R703.6.3 WATER-RESISTIVE
 BARRIERS.
 WATER-RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED
 IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD-BASED
 SHEATHING, SHALL INCLUDE A WATER-RESISTIVE
 VAPOR-PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST
 EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE
 INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH
 THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE
 AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION
 R703.8) INTENDED TO DRAIN TO THE WATER-RESISTIVE
 BARRIER IS DIRECTED BETWEEN THE LAYERS.
 EXCEPTION: WHERE THE WATER-RESISTIVE BARRIER THAT IS
 APPLIED OVER WOOD-BASED SHEATHING HAS A WATER
 RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE
 GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN
 INTERVENING, SUBSTANTIALLY NONWATER-ABSORBING LAYER OR
 DESIGNED DRAINAGE SPACE.
  
 10) FBC-R704 INSPECTION FOR TERMITES
 IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE
 INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS
 AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING
 SHALL NOT BE LESS THAN 6 INCHES (152 MM).
 EXCEPTIONS:
 1. PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS THAN
 5/8 INCH (17.1 MM) THICK ADHERED DIRECTLY TO THE
 MASONRY FOUNDATION SIDEWALL.
 2. ACCESS OR VEHICLE RAMPS WHICH RISE TO THE INTERIOR
 FINISH FLOOR ELEVATION FOR THE WIDTH OF SUCH RAMPS
 ONLY.
 3. A 4-INCH (102 MM) INSPECTION SPACE ABOVE PATIO AND
 GARAGE SLABS AND ENTRY AREAS.
 4. IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES, THE
 FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR FINISH
 FLOOR ELEVATIONS ON MASONRY CONSTRUCTION ONLY.
 5. MASONRY VENEERS CONSTRUCTED IN ACCORDANCE WITH
 SECTION R318.4.
  
  
 11) PROVIDE SCUPPER AND OVER SCUPPER SIZING
 CALCULATIONS. FBC-R903.4 & R903.4.1
  
 12) SHOW COMPLIANCE WITH FBC - R903.4.1 OVERFLOW DRAINS
 AND SCUPPERS.
 WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT
 PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR
 PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4
 INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND
 SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED
 VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET
 SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING.
 OVERFLOW DRAINS SHALL DISCHARGE TO AN APPROVED LOCATION
 AND SHALL NOT BE CONNECTED TO ROOF DRAIN LINES.
  
 13) THE PLANS SPECIFY OUTSWING EXTERIOR DOORS AND THE
 PRODUCT APPROVALS THAT WERE SUBMITTED ARE FOR INSWING
 DOORS. SUBMIT THE CORRECT PRODUCT APPROVALS. FBC
 107.3.4
  
 14) SUBMIT TWO SETS OF SIGNED AND SEALED RAS 117
 CALCULATIONS FOR ENHANCED FASTENING AT THE CORNER AND
 PERIMETER AREAS AS REQUIRED BY LIMITATION NUMBER 7 ON
 THE BUR PRODUCT APPROVAL (NOA NO. 16-0425.02). FBC
 107.2.1
  
 15) SPECIFY THE METHOD OF ATTACHMENT THAT WILL BE USED
 TO INSTALL THE CLAY ROOF TILE. IF A TILE ADHESIVE WILL
 BE USED, SUBMIT TWO COPIES OF THE PRODUCT APPROVALS FOR
 IT. FBC 107.3.4
  
 16) PROVIDE AN ACCURATE VALUE FOR THE PROPOSED WORK.
 THE VALUE OF $10,000.00 SPECIFIED ON THE APPLICATION IS
 THE ARCHITECT'S FEES BASED ON THE DOCUMENTS THAT WERE
 SUBMITTED. FBC 109.3 BUILDING PERMIT VALUATION. 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.
  
 17) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT
 A RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW
 COMMENTS HAS BEEN ADDRESSED.
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-03-14 Cont ID  
Sent By rmcdouga Date 2017-03-14 Time 10:00 Rev Time 0.00
Received By rmcdouga Date 2017-03-13 Time 18:13 Sent To  
Notes
2017-03-13 18:52:05PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) FBC 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE DIMENSIONED AND DRAWN
 UPON SUITABLE MATERIAL. ELECTRONIC MEDIA DOCUMENTS
 SHALL BE SUBMITTED WHEN APPROVED BY THE BUILDING
 OFFICIAL. 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. SUCH DRAWINGS AND
 SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM
 OF NOTES OR OTHERWISE, AS TO THE QUALITY OF MATERIALS,
 WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH THE
 TECHNICAL CODES. SUCH INFORMATION SHALL BE SPECIFIC,
 AND THE TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE
 OR IN PART, NOR SHALL THE TERM "LEGAL" OR ITS
 EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION. ALL INFORMATION, DRAWINGS, SPECIFICATIONS
 AND ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE
 OF THE PERSON RESPONSIBLE FOR THE DESIGN.
  
 2) FBC 107.2.1.4 QUALITY OF BUILDING PLANS. BUILDING
 PLANS SHALL BE DRAWN TO A MINIMUM 1/8 INCH SCALE UPON
 SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE MEDIUM.
 THIS POLICY MAY INCLUDE SUCH THINGS AS MINIMUM SIZE,
 SHAPE, CONTRAST, CLARITY, OR OTHER ITEMS RELATED TO
 RECORDS MANAGEMENT.
  
 3) THE PLANS THAT WERE SUBMITTED ARE FROM A FLORIDA
 LICENSED ARCHITECT AND ARE STAMPED "NOT FOR PERMIT".
 ALL DOCUMENTS PREPARED AND SUBMITTED FOR PERMIT FROM AN
 ARCHITECT ARE REQUIRED TO BE SIGNED AND SEAL BY THAT
 ARCHITECT. FLORIDA STATUTES 481 & FLORIDA
 ADMINISTRATIVE CODE 61G.
  
 4) SUBMIT TWO SETS OF STRUCTURAL PLANS. FBC 107.3.5.3
  
 5) FBC 107.3.5.3 - PROVIDE WIND DESIGN LOADS AND
 COMPONENT AND CLADDING DESIGN PRESSURES PURSUANT TO
 FBC-R301.2.
  
 6) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS
 FOR THOSE PRODUCTS WHICH ARE REGULATED BY FAC
 61G20-3.001 PER FLORIDA STATUTE 553.842 (5) THAT HAVE
 BEEN REVIEWED AND APPROVED IN WRITING BY THE DESIGNER
 OF RECORD. PROVIDE TWO COMPLETE PRODUCT APPROVALS WITH
 FL OR NOA NUMBERS INCLUDING INSTALLATION INSTRUCTIONS
 AND MAXIMUM DESIGN PRESSURES FOR EACH OF THE DIFFERENT
 ROOFING MATERIALS, WINDOW/GLASS TYPES, STRUCTURAL
 MULLIONS AND EXTERIOR DOOR TYPES.
  
 7) FBC 107.3.5.3 ? INDICATE THE MEANS OF TERMITE
 PROTECTION PROPOSED PURSUANT TO FBC-R318.
  
 8) R401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED
 TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF
 COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE
 GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION
 WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152
 MM) WITHIN THE FIRST 10 FEET (3048 MM).
 EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER
 PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL
 WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE
 CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE.
 IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM) OF THE
 BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2
 PERCENT AWAY FROM THE BUILDING.
  
 9) FBC ENERGY CONSERVATION SECTIONS R101.5.1.1.1 OR
 R101.5.1.1.2. SUBMIT TWO SETS OF ENERGY COMPLIANCE
 FORMS AS REQUIRED.
  
 10) SHOW COMPLIANCE WITH EMERGENCY ESCAPE AND RESCUE
 OPENING REQUIREMENTS. FBC-R310
  
 11) SHOW COMPLIANCE WITH EGRESS REQUIREMENTS. FBC-R311
  
 12) THE VALUE OF $10,000.00 SPECIFIED ON THE
 APPLICATION IS THE ARCHITECT'S FEES BASED ON THE
 DOCUMENTS THAT WERE SUBMITTED. FBC 109.3 BUILDING
 PERMIT VALUATION. 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.
  
 13) SUBMIT TWO SETS OF MECHANICAL, ELECTRICAL AND
 PLUMBING PLANS. SUB-PERMITS ARE REQUIRED FOR THE
 MECHANICAL, ELECTRICAL AND PLUMBING WORK. FBC
 107..3.5.3 & 105.1
  
 DUE TO THE AMOUNT OF MISSING INFORMATION, A COMPLETE
 REVIEW IS NOT POSSIBLE AT THIS TIME.
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2017-07-31 Cont ID  
Sent By jpearson Date 2017-07-31 Time 08:10 Rev Time 0.00
Received By jpearson Date 2017-07-31 Time 08:10 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2017-06-20 Cont ID  
Sent By jpearson Date 2017-06-20 Time 10:37 Rev Time 0.00
Received By jpearson Date 2017-06-20 Time 10:37 Sent To  
Notes
2017-06-20 10:45:10CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
  
 ELECTRICAL REVIEW COMMENTS:
  
 1. PROVIDE CLARIFICATION FOR SEVICE. FROM GOOGLE
 STREETVIEW, IT APPEARS THAT THIS IS AN OVERHEAD
 SERVICE. WILL THIS NOW BE UNDERGROUND? TYPICALLY, FPL
 DOES NOT PROVIDE THE UNDERGROUND CONDUCTORS TO THE
 HANDHOLE. IF SO, PLEASE SPECIFY THE SIZING OF SERVICE
 CONDUCTORS. NEC 230.23 OR 230.31; FBC RE3602.1
 2. PROVIDE GROUNDING ELECTRODE SYSTEM AS REQUIRED FOR A
 BUILDING OR STRUCTURE SUPPLIED BY A FEEDER OR BRANCH
 CIRCUIT. NEC 250.32; FBC RE3607.3
  
 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 2017-03-03 Cont ID  
Sent By jleahy Date 2017-03-03 Time 12:07 Rev Time 0.00
Received By jleahy Date 2017-03-03 Time 12:07 Sent To  
Notes
2017-03-03 12:08:11NO ELECTRIC SHOWN JLEAHY
Review Stop HIST HISTORICAL
Rev No 2 Status P Date 2017-06-29 Cont ID  
Sent By destabro Date 2017-06-29 Time 14:10 Rev Time 0.00
Received By destabro Date 2017-06-29 Time 14:10 Sent To B
Notes
2017-06-29 14:14:536/29/2017 - MET WITH ARCHITECT AND APPLICANT - PROPOSED
 CHANGES MEET DESIGN GUIDELINES FOR THE HISTORIC
 DISTRICT. RECOMMENDED CHANGES INCLUDED WITH PERMIT;
 CONDITIONAL APPROVAL ISSUED. (FRONT ENTRY WINDOWS
 FLANKING DOORWAY TO BE SLIGHTLY REDUCED, ENTRY DOOR
 CHANGED TO HALF GLASS AND PANEL, CLAY BARREL TILE FOR
 SHED ROOF EXTENSION.)
Review Stop HIST HISTORICAL
Rev No 1 Status F Date 2017-02-17 Cont ID  
Sent By destabro Date 2017-02-17 Time 08:48 Rev Time 0.00
Received By destabro Date 2017-02-17 Time 08:48 Sent To B
Notes
2017-02-17 08:52:332/17/2017 - CONTRIBUTING PROPERTY TO THE NORTHWOOD
 HILLS H.D. APPLICANT/ARCHITECT SHOULD SUBMIT A COA FOR
 THE PROPOSED CHANGES, AND MEET WITH STAFF TO DISCUSS A
 RESTORATION STRATEGY FOR THIS PROPERTY. THE PROPOSED
 DESIGN DOES NOT MEET THE SECRETARY OF THE INTERIOR'S
 STANDARDS AND WILL NOT BE APPROVED. PLEASE FIND THE
 APPLICATION HERE: HTTP://WPB.ORG/DEPARTMENTS/DEVELOPMEN
 T-SERVICES/HISTORIC-PRESERVATION/APPLICATIONS?PAGE=2
 AND CALL OUR OFFICE (561.822.1457) TO SET UP AN
 APPOINTMENT FOR DESIGN ASSISTANCE. DLE
2017-02-16 15:43:06ROUTED TO DESIREE ESTABROOK
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2017-10-02 Cont ID  
Sent By rmcdouga Date 2017-10-02 Time 16:27 Rev Time 0.00
Received By rmcdouga Date 2017-09-28 Time 11:37 Sent To  
Notes
2017-09-29 11:37:52RESUB ROUTED TO RMCDOUGAL
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-08-02 Cont ID  
Sent By cpuell Date 2017-08-02 Time 09:54 Rev Time 0.00
Received By cpuell Date 2017-07-21 Time 13:58 Sent To  
Notes
2017-07-24 13:59:31R27
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-07-17 Cont ID  
Sent By rmcdouga Date 2017-07-17 Time 16:49 Rev Time 0.00
Received By rmcdouga Date 2017-06-13 Time 16:32 Sent To  
Notes
2017-06-14 16:32:20R38
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-03-14 Cont ID  
Sent By rmcdouga Date 2017-03-14 Time 10:00 Rev Time 0.00
Received By rmcdouga Date 2017-02-06 Time 15:05 Sent To  
Notes
2017-02-07 15:05:45R15
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2017-10-02 Cont ID  
Sent By rmcdouga Date 2017-10-02 Time 16:26 Rev Time 0.00
Received By rmcdouga Date 2017-10-02 Time 16:26 Sent To  
Notes
2017-10-02 16:31:40MU-2017 - 26271, PAID $1101.25
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-03-14 Cont ID  
Sent By rmcdouga Date 2017-03-14 Time 10:20 Rev Time 0.00
Received By rmcdouga Date 2017-03-14 Time 10:20 Sent To  
Notes
2017-03-14 10:21:23BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT FEES
 MUST BE PAID TO PALM BEACH COUNTY. UPON APPROVAL, 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 2 Status P Date 2017-07-12 Cont ID  
Sent By rmcdouga Date 2017-07-12 Time 17:20 Rev Time 0.00
Received By rmcdouga Date 2017-07-12 Time 16:42 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-03-13 Cont ID  
Sent By rmcdouga Date 2017-03-13 Time 17:59 Rev Time 0.00
Received By rmcdouga Date 2017-03-13 Time 17:59 Sent To  
Notes
2017-03-13 18:13:53PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY MECHANICAL
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) FBC - 107.3.5.3 PROVIDE TWO SETS OF A MECHANICAL
 PLAN TO SHOW EQUIPMENT AND LOCATION AND DUCT SYSTEMS
 PER FBC-R M16 & BATH EXHAUST PER FBC-R M15.
  
 2) FBC-R - M1401.3 SIZING. HEATING AND COOLING
 EQUIPMENT SHALL BE SIZED BASED ON BUILDING LOADS
 CALCULATED IN ACCORDANCE WITH ACCA MANUAL J OR OTHER
 APPROVED HEATING AND COOLING CALCULATION METHODOLOGIES.
 PROVIDE EQUIPMENT SIZING CALCULATIONS.
  
 3) FBC ENERGY CONSERVATION SECTIONS R101.5.1.1.1 OR
 R101.5.1.1.2. SUBMIT TWO SETS OF ENERGY COMPLIANCE
 FORMS AS REQUIRED.
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2017-07-27 Cont ID  
Sent By gjohnson Date 2017-07-27 Time 16:17 Rev Time 0.00
Received By gjohnson Date 2017-07-27 Time 16:17 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2017-06-20 Cont ID  
Sent By gjohnson Date 2017-06-20 Time 07:31 Rev Time 0.00
Received By gjohnson Date 2017-06-19 Time 15:35 Sent To  
Notes
2017-06-20 07:37:321ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. SHT. A2.0 UNDER DEMOLITION NOTES D1 IT STATES CAP
 OFF ALL SEWER AND WATER TO SITE AND PLUMBING. WILL THE
 SEWER BE CAPPED AT THE CITY TAP AND A NEW SEWER RUN?
 WILL THERE BE A NEW WATER SERVICE? PLEASE CLARIFY THIS
 NOTE AND GIVE A DETAILED SCOPE OF ALL PLUMBING WORK TO
 BE DONE. PER 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 P PLUMBING
Rev No 1 Status F Date 2017-02-28 Cont ID  
Sent By gjohnson Date 2017-02-28 Time 10:19 Rev Time 0.00
Received By gjohnson Date 2017-02-28 Time 10:08 Sent To  
Notes
2017-02-28 10:32:411ST REVIEW
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
 1. THE COPIES OF THE PLAN ARE UNCLEAR AND TO LIGHT TO
 READ THE PLANS SHALL COMPLY WITH THESE FOLLOWING
 REQUIREMENTS.
 A) BUILDING PLANS SHALL BE DRAWN TO A MINIMUM 1/8 INCH
 SCALE UPON SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE
 MEDIUM. THE BUILDING OFFICIAL MAY
 ESTABLISH THROUGH DEPARTMENTAL POLICY, OTHER STANDARDS
 FOR PLANS AND SPECIFICATIONS, IN
 ORDER TO PROVIDE CONFORMITY TO ITS RECORD RETENTION
 PROGRAM. THIS POLICY MAY INCLUDE SUCH
 THINGS AS MINIMUM SIZE, SHAPE, CONTRAST, CLARITY, OR
 OTHER ITEMS RELATED TO RECORDS
 MANAGEMENT. ELECTRONIC MEDIA MUST BE COMPATIBLE WITH
 THE ARCHIVE REQUIREMENTS OF
 FLORIDA STATUTES. PER WPB AMEND TO FBC 107.2.1.4
 B) CONSTRUCTION DOCUMENTS SHALL BE
 DIMENSIONED AND DRAWN UPON SUITABLE MATERIAL.
 ELECTRONIC MEDIA DOCUMENTS SHALL BE
 SUBMITTED WHEN APPROVED BY THE BUILDING OFFICIAL.
 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. SUCH DRAWINGS AND SPECIFICATIONS SHALL
 CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE,
 AS TO THE QUALITY OF MATERIALS, WHERE
 QUALITY IS ESSENTIAL TO CONFORMITY WITH THE TECHNICAL
 CODES. SUCH INFORMATION SHALL BE SPECIFIC,
 AND THE TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE
 OR IN PART, NOR SHALL THE TERM "LEGAL" OR
 ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION. ALL INFORMATION, DRAWINGS,
 SPECIFICATIONS AND ACCOMPANYING DATA SHALL BEAR THE
 NAME AND SIGNATURE OF THE PERSON
 RESPONSIBLE FOR THE DESIGN. PER WPB AMEND TO FBC
 107.2.1
  
 2. PLEASE PROVIDE A DETAILED SCOPE OF WORK FOR THE
 PLUMBING. PER WPB AMEND TO FBC 107.2.1
  
 3. PLEASE PROVIDE A PLUMBING RISER DIAGRAM SOWING NEW
 PIPING AND EXISTING. PER WPB AMEND TO FBC 107.3.5.3(11)
  
 DUE TO THE DEFICIENCIES OF THIS PLAN A COMPLETE AND
 THOROUGH REVIEW CANNOT BE DONE AT THIS TIME. UPON
 RESUBMITTAL THERE MAYBE ADDITIONAL COMMENTS.
  
 WHEN RESUBMITTING PLANS, REMOVE AND REPLACE ANY PAGES
 AS NECESSARY. A NARRATIVE LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER WITH A DESCRIPTION OF THE CHANGES MADE
 AND IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGE CAN BE FOUND WILL HELP EXPEDITE THE REVIEW.
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status P Date 2017-07-25 Cont ID  
Sent By rmcdouga Date 2017-07-25 Time 18:13 Rev Time 0.00
Received By rmcdouga Date 2017-07-25 Time 18:13 Sent To  
Notes
2017-07-25 18:21:58ROOFING SUBMITTALS
  
 1) BORAL ROOFING, MISSION CLAY TILE NOA NO. 12-0605.08
 2) QUICKRETE ROOF TILE MORTAR NOA NO. 15-0625.04
 3) US PLY BUILT-UP ROOFING SYSTEM OVER WOOD DECKS NOA
 NO. 16-0425.02 (NEEDS TO SUBMIT SIGNED AND SEALED RAS
 117 CALCULATIONS)
Review Stop Z ZONING
Rev No 3 Status P Date 2017-08-01 Cont ID  
Sent By destabro Date 2017-08-01 Time 15:54 Rev Time 0.00
Received By destabro Date 2017-08-01 Time 16:05 Sent To B
Notes
2017-08-01 15:55:268/1/2017 - PER SURVEY, DRIVEWAY SETBACK FROM SIDE LOT
 LINE DOES NOT MEET 3' MINIMUM - PLEASE ADJUST PLANS FOR
 CONDITIONAL APPROVAL. DLE
Review Stop Z ZONING
Rev No 2 Status P Date 2017-06-29 Cont ID  
Sent By destabro Date 2017-06-29 Time 14:15 Rev Time 0.00
Received By destabro Date 2017-06-29 Time 14:14 Sent To B
Notes
2017-06-29 14:15:426/29/2017 - PLEASE REDUCE DRIVEWAY AND COMPLY WITH 3'
 MINIMUM BETWEEN DRIVEWAY AND SIDE SETBACK. DLE
Review Stop Z ZONING
Rev No 1 Status F Date 2017-02-16 Cont ID  
Sent By njwira Date 2017-02-16 Time 15:36 Rev Time 0.00
Received By njwira Date 2017-02-16 Time 14:47 Sent To B
Notes
2017-02-16 15:39:012/16/17- FAILED
  
 SF-7 C4
  
 FAILED
 1. MUST INDICATE HOW MANY SQUARE FEET OF BUILDING.
 2. WHAT IS THE LOT COVERAGE?
 3. PLEASE PROVIDE A SURVEY SHOWING ADDTION MEETS
 SETBACKS.
  
 PASSED
 ONE KITCHEN ONE UNIT
 BUILDING IS 11FT. 8IN. MEETING 24FT. LIMIT
  
  
 PLEASE CONTACT
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING AND ZONING
 DIVISION
 CITY OF WEST PALM BEACH
 401 CLEMATIS ST.
 WEST PALM BEACH, FL 33402
 OFFICE HOURS: M-F 8AM - 5PM
 (561)822-1442
 [email protected]
  


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