Plan Review Details - Permit 17060411
Plan Review Stops For Permit 17060411
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2017-09-01 Cont ID  
Sent By cthroop Date 2017-09-01 Time 09:21 Rev Time 0.00
Received By cthroop Date 2017-09-01 Time 09:18 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2017-08-23 Cont ID  
Sent By cthroop Date 2017-08-23 Time 17:13 Rev Time 0.00
Received By cthroop Date 2017-08-23 Time 11:21 Sent To P
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-07-14 Cont ID  
Sent By cthroop Date 2017-07-14 Time 16:34 Rev Time 0.00
Received By cthroop Date 2017-07-11 Time 16:45 Sent To  
Notes
2017-07-14 17:24:14BUILDING 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. SEPERATE PERMIT REQUIRED FOR DETACHED GARAGE.
 SEPERATE PLANS - NOT REQUIRED.
 2. PROPERTY IS LOCATED IN FLOOD ZONE A5. PROVIDE
 PRE-CONSTRUCTION ELEVATION CERTIFICATE (SURVEY
 REQUIRED). A SECOND ELEVATION CERTIFICATE WILL BE
 REQUIRED AFTER FINISHED FLOOR IS ESTABLISHED WITH A
 FINAL ELEVATION CERTIFICATE REQUIRED AFTER BUILDING IS
 COMPLETE.
 3. PRODUCT APPROVALS SHALL BE REVIEWED AND APPROVED IN
 WRITING BY DESIGN PROFESSIONAL.
 4. PROVIDE DESIGN WIND LOADS FOR WINDOW AND DOOR
 OPENINGS.
 5. PROVIDE ICC-ES REPORT FOR ICYNENE INSULATION.
 DSIGNER TO IDENTIFY SYSTEM TO BE USED, REVIEW AND
 APPROVE IN WRITING. PROVIDE MANUFACTURER'S INSTALLATION
 INSTRUCTIONS NO LATER THAN TIME OF INSPECTION.
 6. PROJECT IS A 2-STORY SFR. BUILDING CODE ANALYSIS ON
 PLAN PAGE A-1 STATES 3-STORY SFR. PLEASE CLARIFY.
 7. SPECIFY ROOF ATTACHMENT, SEE PAGE 5 OF 7 OF NOA
 15-0721.04.
 8. IRRIGATION PLAN, PAGE I-1 TO BE REVIEWED AND
 APPROVED BY DESIGNER OR CONTRACTOR.
  
 R322.1.4 ESTABLISHING THE DESIGN FLOOD ELEVATION.
 THE DESIGN FLOOD ELEVATION SHALL BE USED TO DEFINE
 FLOOD HAZARD AREAS. AT A MINIMUM, THE DESIGN FLOOD
 ELEVATION IS THE HIGHER OF:
  
 1. THE BASE FLOOD ELEVATION AT THE DEPTH OF PEAK
 ELEVATION OF FLOODING (INCLUDING WAVE HEIGHT) WHICH HAS
 A 1 PERCENT (100-YEAR FLOOD) OR GREATER CHANCE OF BEING
 EQUALED OR EXCEEDED IN ANY GIVEN YEAR; OR
  
 2. THE ELEVATION OF THE DESIGN FLOOD ASSOCIATED WITH
 THE AREA DESIGNATED ON A FLOOD HAZARD MAP ADOPTED BY
 THE COMMUNITY, OR OTHERWISE LEGALLY DESIGNATED
  
 R322.1.10 AS-BUILT ELEVATION DOCUMENTATION.
 A REGISTERED DESIGN PROFESSIONAL SHALL PREPARE AND SEAL
 DOCUMENTATION OF THE ELEVATIONS SPECIFIED IN SECTION
 R322.2 OR R322.3.
  
 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 107.3.5.3 - PROVIDE WIND DESIGN LOADS/DESIGN
 PRESSURES PURSUANT TO FBC-R301.2.
  
 R301.2.1 WIND DESIGN CRITERIA.
 BUILDINGS AND PORTIONS THEREOF SHALL BE CONSTRUCTED IN
 ACCORDANCE WITH THE WIND PROVISIONS OF THIS CODE USING
 THE BASIC WIND SPEED IN TABLE R301.2(1) AS DETERMINED
 FROM FIGURE R301.2(4). THE STRUCTURAL PROVISIONS OF
 THIS CODE FOR WIND LOADS ARE NOT PERMITTED WHERE WIND
 DESIGN IS REQUIRED AS SPECIFIED IN SECTION R301.2.1.1.
 WHERE DIFFERENT CONSTRUCTION METHODS AND STRUCTURAL
 MATERIALS ARE USED FOR VARIOUS PORTIONS OF A BUILDING,
 THE APPLICABLE REQUIREMENTS OF THIS SECTION FOR EACH
 PORTION SHALL APPLY. WHERE NOT OTHERWISE SPECIFIED, THE
 WIND LOADS LISTED IN TABLE R301.2(2) ADJUSTED FOR
 HEIGHT AND EXPOSURE USING TABLE R301.2(3) SHALL BE USED
 TO DETERMINE DESIGN LOAD PERFORMANCE REQUIREMENTS FOR
 WALL COVERINGS, CURTAIN WALLS, ROOF COVERINGS, EXTERIOR
 WINDOWS, SKYLIGHTS AND EXTERIOR DOORS (OTHER THAN
 GARAGE DOORS).
 WHERE LOADS FOR GARAGE DOORS ARE NOT OTHERWISE
 SPECIFIED, THE LOADS LISTED IN TABLE R301.2(4) ADJUSTED
 FOR HEIGHT AND EXPOSURE USING TABLE R301.2(3) SHALL BE
 USED TO DETERMINE DESIGN LOAD PERFORMANCE REQUIREMENTS.
 ASPHALT SHINGLES SHALL BE DESIGNED FOR WIND SPEEDS IN
 ACCORDANCE WITH SECTION R905.2.4. A CONTINUOUS LOAD
 PATH SHALL BE PROVIDED TO TRANSMIT THE APPLICABLE
 UPLIFT FORCES IN SECTION R802.2 FROM THE ROOF ASSEMBLY
 TO THE FOUNDATION.
  
 PROVIDE ICC-ES REPORT ESR-1826 (REPORT HOLDER -
 ICYNENE, INC.) REVIEWED AND APPROVED BY DESIGNER.
  
 THE INDIVIDUAL TAKING RESPONSIBILITY SHALL PROVIDE
 THEIR PRINTED NAME AND SIGNATURE ON THE SUBMITTED PLANS
 AND SUPPORTING DOCUMENTS PER FBC 107.
  
 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.
  
  
  
 US C-404 TYPE / DEFINED FIELDS - INTERNAL USE ONLY:
  
 US C-404 TYPE - 101 - NEW SFR, DETACHED
 CONSTRUCTION TYPE - 14-V-B-5TH ED TYPE V-B
 UNITS - 1
 FLOORS - 2
 BEDROOMS - 4
 ROOMS/TOTAL - 22
 BATHROOMS - 6
 SQ. FT. STRUCTURE - 9806 (INCLUDES DETACHED GARAGE)
 SQ. FT. LIVABLE - 6145
 SQ. FT. ROOF - 6145
  
 ZONING N/A (USE AS PLACEHOLDER FOR VERTICAL DATUM)
 SETBACKS FRONT (ENTER VERTICAL DATA) NGVD29 - 7.0 FT.
 SETBACKS BACK (ENTER PROPOSED 1ST FLOOR ELEVATION) 8.0
 FT.
 SETBACKS LEFT (ENTER PROPOSED 2ND FLOOR ELEVATION) -
 12.5 FT.
  
 OCC LOAD - R3 200 GROSS (TABLE 1004.1.2)
 PROPOSED USE - SFR
 SPRINKLER SYSTEM INSTALLED - NO
 SPRINKLER REQUIRED - NO
  
 BUILDING CODE - FL 2014
 OCC CLASS - 5TH ED RES. R3
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2017-08-31 Cont ID  
Sent By jpearson Date 2017-08-31 Time 13:17 Rev Time 0.00
Received By jpearson Date 2017-08-31 Time 13:17 Sent To B
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2017-08-22 Cont ID  
Sent By jpearson Date 2017-08-22 Time 15:21 Rev Time 0.00
Received By jpearson Date 2017-08-22 Time 15:21 Sent To  
Notes
2017-08-22 15:21:46CODES 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. PREVIOUS COMMENT REFERENCING THE DISCONNECTS
 REQUIRED FOR SEPARATE STRUCTURES WAS NOT ADDRESSED
 SATISFACTORILY. BASED ON THE CURRENT RISER DIAGRAM
 PROVIDED, PANELS A, A2, B, AND P ARE ALL FED FROM
 SEPARATE STRUCTURES AND WOULD REQUIRE A MAIN BREAKER OR
 A DISCONNECT AT THE LOCATION OF THE PANEL REMOTE FROM
 THE SEPARATE STRUCTURE. PROVIDE CORRECTION. PLEASE FEEL
 FREE TO CALL REVIEWER IF YOU HAVE ANY QUESTIONS. NEC
 225.30
 2. PREVIOUS COMMENT REFERENCING THE GROUNDING ELECTRODE
 (GE) SYSTEM REQUIRED FOR SEPARATE STRUCTURES WAS NOT
 ADDRESSED SATISFACTORILY. PROVIDE A GE SYSTEM AT EACH
 STRUCTURE AND SHOW THE PROPER SIZE WIRE FROM EACH PANEL
 TO THAT SYSTEM AND THE WIRE THAT TIES BOTH SYSTEMS
 TOGETHER THAT IS REQUIRED PER CODE. NEC 250.32; FBC
 RE3607.3
 3. GENERATOR SHOWS 3 - 4/0 AL CONDUCTORS RUNNING TO
 MAIN DISC. A. WHAT IS THIS WIRE FOR? THE GENERATOR FEED
 SHOULD ONLY BE RUN TO THE TRANSFER SWITCH. PROVIDE
 CORRECTION. NEC 702.5, NEC 110.3; FBC 107.2.1
 4. GENERATOR TRANSFER SWITCH IS SPECIFIED AS 200 AMP
 GUARDIAN MODEL. THE MAXIMUM WIRE CAPACITY FOR THIS
 TRANSFER SWITCH PER THE MANUFACTURERS SPEC SHEET IS 250
 KCMIL. RISER DIAGRAM SHOWS PARALLEL 500 KCMIL AL FROM
 GENERATOR TO TRANSFER SWITCH, AND PARALLEL 350 KCMIL
 COPPER FROM 400 AMP DISCONNECT TO TRANSFER SWITCH. WHY
 IS THERE SO MUCH WIRE TO THIS TRANSFER SWITCH, IT IS
 RATED FOR 200 AMPS? PROVIDE CORRECTION. NEC 110.3; FBC
 107.2.1
 5. RISER DIAGRAM SHOW MAIN DISC A AND MAIN DISC B.
 HOWEVER, THESE ARE NOT DISCONNECTS, THEY ARE FEED THRU
 PANELS. PROVIDE PANEL SCHEDULES FOR EACH OF THESE
 PANELS. AS A SIDE NOTE, IT WOULD MAKE MORE SENSE TO
 FEED PANEL P AND PANEL A2 FROM THEIR RESPECTIVE MAIN
 PANELS INSTEAD OF RUNNING A FEED ALL THE WAY TO THE
 MAIN HOUSE AND THEN BACK TO THESE PANELS. RISER DIAGRAM
 NEEDS TO REFLECT THE ACCURATE INSTALLATION. PROVIDE
 CORRECTIONS AS NOTED AND PROVIDE UPDATED RISER DIAGRAM.
 NEC 215.5, 230, 250.50, 250.94, 408.30 FBC RE3706.1,
 RE3608.1, RE3609.3; FBC 107.2.1
 6. WIRE SIZE SHOWN ON RISER DIAGRAM FROM MAIN
 DISCONNECTS (PANELS) A & B TO THE RESPECTIVE INTERIOR
 PANEL IS NOT SIZED PROPERLY. SIZE 2/0 CAN ONLY BE USED
 WHERE IT FEED 100% OF THE LOAD. SINCE THE MAINS ARE
 FEED THRU PANELS, THE WIRE SIZE TO INTERIOR PANELS WILL
 NEED TO BE INCREASED. NEC 310.15(B)(7); FBC RE3602.2
 7. CO ALARMS ARE REQUIRED WITHIN 10 FEET OF SLEEPING
 ROOMS. PROVIDE CORRECTION. FBC R315.1
  
 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 E ELECTRICAL
Rev No 1 Status F Date 2017-06-23 Cont ID  
Sent By jleahy Date 2017-06-23 Time 08:52 Rev Time 0.00
Received By jleahy Date 2017-06-22 Time 18:22 Sent To  
Notes
2017-06-23 09:19:35CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH ED
 NFPA 70 2011 EDITION
  
 JAKE LEAHY
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 AT SEPARATE GARAGE BUILDING
  
 E3601.6 SERVICE DISCONNECT REQUIRED.
 MEANS SHALL BE PROVIDED TO DISCONNECT ALL CONDUCTORS IN
 A BUILDING
 OR OTHER STRUCTURE FROM THE SERVICE ENTRANCE CONDUCTORS
  
 E3601.6.2 SERVICE DISCONNECT LOCATION.
 THE SERVICE DISCONNECTING MEANS SHALL BE INSTALLED AT A
 READILY ACCESSIBLE
 LOCATION EITHER OUTSIDE OF A BUILDING OR INSIDE NEAREST
 THE POINT OF ENTRANCE
 OF THE SERVICE CONDUCTORS. SERVICE DISCONNECTING MEANS
 SHALL NOT BE INSTALLED
 IN BATHROOMS.
  
 E3607.3 BUILDINGS OR STRUCTURES SUPPLIED BY FEEDER(S)
 OR BRANCH CIRCUIT(S).
 BUILDINGS OR STRUCTURES SUPPLIED BY FEEDER(S) OR BRANCH
 CIRCUIT(S) SHALL HAVE A
 GROUNDING ELECTRODE OR GROUNDING ELECTRODE SYSTEM
 INSTALLED IN ACCORDANCE WITH
 SECTION E3608. THE GROUNDING ELECTRODE CONDUCTOR(S)
 SHALL BE CONNECTED IN A
 MANNER SPECIFIED IN SECTION E3607.3.1 OR, FOR EXISTING
 PREMISES WIRING SYSTEMS
 ONLY, SECTION E3607.3.2. WHERE THERE IS NO EXISTING
 GROUNDING ELECTRODE, THE
 GROUNDING ELECTRODE(S) REQUIRED IN SECTION E3608 SHALL
 BE INSTALLED
  
 225.31 DISCONNECTING MEANS
 MEANS SHALL BE PROVIDED FOR DISCONNECTING ALL
 UNGROUNDED CONDUCTORS
 THAT SUPPLY OR PASS THROUGH THE BUILDING OR STRUCTURE.
  
 225.32 LOCATION
 THE DISCONNECTING MEANS SHALL BE INSTALLED EITHER
 INSIDE OR OUTSIDE
 OF THE BUILDING OR STRUCTURE SERVED OR WHERE THE
 CONDUCTORS
 PASS THROUGH THE BUILDING OR STRUCTURE. THE
 DISCONNECTING
 MEANS SHALL BE AT A READILY ACCESSIBLE LOCATION NEAREST
 THE POINT
 OF ENTRANCE OF THE CONDUCTORS
  
 250.32 BUILDINGS OR STRUCTURES SUPPLIED
 BY A FEEDER(S) OR BRANCH CIRCUIT(S)
 (A) GROUNDING ELECTRODE. BUILDING(S) OR STRUCTURE(S)
 SUPPLIED
 BY FEEDER(S) OR BRANCH CIRCUIT(S) SHALL HAVE A
 GROUNDING ELECTRODE
 OR GROUNDING ELECTRODE SYSTEM INSTALLED IN ACCORDANCE
 WITH
 PART III OF ARTICLE 250. THE GROUNDING ELECTRODE
 CONDUCTOR(S) SHALL
 BE CONNECTED IN ACCORDANCE WITH 250.32(B) OR (C). WHERE
 THERE
 IS NO EXISTING GROUNDING ELECTRODE, THE GROUNDING
 ELECTRODE(S)
 REQUIRED IN 250.50 SHALL BE INSTALLED.
  
 AT MAIN HOUSE
  
 OUTLET SPACING SHALL MEET THE FOLLOWING:
  
 E3901.2.1 SPACING.
 RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT
 MEASURED HORIZONTALLY
 ALONG THE FLOOR LINE OF ANY WALL SPACE IS MORE THAN 6
 FEET (1829 MM),
 FROM A RECEPTACLE OUTLET.
  
 E3901.11 FOYERS.
 FOYERS THAT ARE NOT PART OF A HALLWAY IN ACCORDANCE
 WITH SECTION E3901.10
 AND THAT HAVE AN AREA THAT IS GREATER THAN 60 FT2 (5.57
 M2) SHALL HAVE A
 RECEPTACLE(S) LOCATED IN EACH WALL SPACE THAT IS 3 FEET
 (914 MM) OR MORE
 IN WIDTH AND UNBROKEN BY DOORWAYS, FLOOR-TO-CEILING
 WINDOWS, AND SIMILAR
 OPENINGS.
  
 PANELS IN MAIN HOUSE WILL HAVE TO MEET THE SAME
 REQUIREMENTS AS THE GARGE PANEL.
 SEE ABOVE FOR DISCONNECTING MEANS AND GROUNDING.
  
 LOCATION OF PANEL A1 NOT SHOWN ON DRAWINGS
  
 ELEVATOR NOT SHOWN ON LOAD CALCULATION
  
 BOTH STRUCTURES
  
 250.94 BONDING FOR OTHER SYSTEMS
 AN INTERSYSTEM BONDING TERMINATION FOR CONNECTING
 INTERSYSTEM
 BONDING CONDUCTORS REQUIRED FOR OTHER SYSTEMS SHALL BE
 PROVIDED
 EXTERNAL TO ENCLOSURES AT THE SERVICE EQUIPMENT OR
 METERING EQUIPMENT
 ENCLOSURE AND AT THE DISCONNECTING MEANS FOR ANY
 ADDITIONAL
 BUILDINGS OR STRUCTURES
  
  
Review Stop G GAS REVIEW
Rev No 2 Status P Date 2017-08-24 Cont ID  
Sent By gjohnson Date 2017-08-24 Time 09:06 Rev Time 0.00
Received By gjohnson Date 2017-08-24 Time 09:06 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 1 Status P Date 2017-06-26 Cont ID  
Sent By gjohnson Date 2017-06-26 Time 14:21 Rev Time 0.00
Received By gjohnson Date 2017-06-26 Time 14:21 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-09-01 Cont ID  
Sent By cthroop Date 2017-09-01 Time 09:21 Rev Time 0.00
Received By cthroop Date 2017-08-29 Time 15:42 Sent To  
Notes
2017-08-30 15:42:15RESUB ROUTED TO JPEARSON
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-08-24 Cont ID  
Sent By gjohnson Date 2017-08-24 Time 09:06 Rev Time 0.00
Received By gjohnson Date 2017-08-08 Time 14:10 Sent To  
Notes
2017-08-09 14:10:14R35
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-07-18 Cont ID  
Sent By shill Date 2017-07-18 Time 10:43 Rev Time 0.00
Received By shill Date 2017-06-09 Time 10:05 Sent To  
Notes
2017-06-13 10:05:59R19
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2017-09-05 Cont ID  
Sent By cthroop Date 2017-09-05 Time 15:21 Rev Time 0.00
Received By cthroop Date 2017-09-05 Time 15:21 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-07-14 Cont ID  
Sent By cthroop Date 2017-07-14 Time 16:33 Rev Time 0.00
Received By cthroop Date 2017-07-14 Time 11:20 Sent To  
Notes
2017-07-14 16:34:23BUILDING 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 1 Status P Date 2017-07-11 Cont ID  
Sent By hmoser Date 2017-07-11 Time 13:46 Rev Time 0.00
Received By hmoser Date 2017-07-11 Time 12:52 Sent To  
Notes
***NONE***
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 3 Status P Date 2017-12-02 Cont ID  
Sent By cthroop Date 2017-12-02 Time 07:54 Rev Time 0.00
Received By cthroop Date 2017-12-02 Time 07:53 Sent To I
Notes
2017-12-02 07:57:38RECEIVED ENGINEER'S FINISHED FLOOR ELEVATION ANALYSIS
 ESTABLISHING THE DFE AND ARCHITECT'S LETTER CERTIFYING
 THE CHANGE IN DFE FROM 9.17 N.G.V.D. TO 8.53 N.G.V.D.
 CT
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 2 Status P Date 2017-08-23 Cont ID  
Sent By cthroop Date 2017-08-23 Time 14:55 Rev Time 0.00
Received By cthroop Date 2017-08-23 Time 14:55 Sent To  
Notes
***NONE***
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status F Date 2017-07-18 Cont ID  
Sent By shill Date 2017-07-18 Time 08:35 Rev Time 0.00
Received By shill Date 2017-07-18 Time 08:35 Sent To  
Notes
2017-07-18 10:38:53****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC R = FBC 2014 RESIDENTIAL
  
 DFE PROPOSED NOT CLEAR. PLAN PROPOSES 8', SITE PLAN
 (SURVEY) PROPOSES 9.17.
  
 1. PLEASE SEE FBC R 322.1.4, ESTABLISHING THE DESIGN
 FLOOD ELEVATION. RECAP OF THIS SECTION (SEE ACTUAL CODE
 FOR FULL TEXT):
  
 THE DESIGN FLOOD ELEVATION SHALL BE USED TO DEFINE
 FLOOD HAZARD AREAS. AT A MINIMUM, THE DESIGN FLOOD
 ELEVATION IS THE HIGHER OF:
  
 THE BASE FLOOD ELEVATIN AT THE DEPTH OF PEAK ELEVATION
 OF FLOODING (INCLUDING WAVE HEIGHT) WHICH HAS A 1% OR
 GREATER CHANCE OF BEING EQUALED OR EXCEEDED IN ANY
 GIVEN YEAR, OR
  
 THE ELEVATION OF THE DESIGN FLOOD ASSOCIATED WITH THE
 AREA DESIGNATED ON A FLOOD HAZARD MAP ADOPTED BY THE
 COMMUNITY, OR OTHERWISE LEGALLY DESIGNATED.
  
 2. PLEASE ALSO SEE FBC R 322.2.1 WHICH ADDRESSES
 ELEVATION REQUIREMENTS FOR THE LOWEST FLOOR (AKA FFE),
 R322.1.6 FOR MECHANICAL/ELECTRICAL/PLUMBING SYSTEMS.
  
 3. PLEASE SEE THE PRELIMINARY MAP (AVAILABLE AT FEMA
 MAP SERVICE CENTER) AND THE NEW FLOOD INSURANCE STUDY.
 A "LETTER OF FINAL DETERMINATION" WAS GIVEN FROM FEMA
 TO THE CITY IN APRIL, 2017. ALTHOUGH THE INSURANCE MAP
 (FIRM) HAS AN EFFECTIVE DATE OF OCTOBER 5, 2017, THE
 DATA IN THE FLOOD INSURANCE STUDY (FIS), IN CONJUCTION
 WITH THE FLOOD INSURANCE RATE MAP (FIRM) IS CONSIDERED
 DATA WHICH SHOULD BE USED TO DETERMINE DESIGN FLOOD
 ELEVATION FOR CONSTRUCTION PURPOSES.
  
 PLEASE SEE PRELIMINARY FLOOD INSURANCE RATE MAP PANEL
 12099C0591F. THIS PARCEL IS LOCATED IN SFHA AE. ON THE
 FIRM, THE EASTERN PORTION OF THE PARCEL HAS A BFE OF
 7.0 NAVD88. THE WESTERN PORTION OF THE PARCEL HAS A BFE
 OF 6.0. THE STRUCTURE PROPOSED APPEARS TO BE IN BOTH.
  
 SEE FIRM "NOTES TO USERS" - THE FLOOD INSURANCE STUDY
 IS TO BE USED (IN CONJUNCTION WITH THE FIRM) TO
 DETERMINE THE BFE.
  
 POTTER ROAD IS LOCATED BETWEEN TRANSECTS 12 AND 13.
 THEREFORE, PLEASE CONSIDER THE FOLLOWING DATA TO
 DETERMINE THE BFE:
  
 TRANSECT 12, STILLWATER 1%: 5.7' NAVD88 WAVE CREST 1%:
 7.8' NAVD88
 TRANSECT 13, STILLWATER 1%: 5.8' NAVD88 WAVE CREST 1%:
 7.3' NAVD88
  
 THE PROPOSED FINISHED FLOOR OF 8' NGVD29 IS LOWER THAN
 THE 1% CHANGE OF FLOOD. ALTHOUGH A FREEBOARD IS NOT
 REQUIRED AT THIS TIME, A 1-2' FREEBOARD IS ENCOURAGED
 AS GOOD DESIGN PRACTICE. NOTE THAT ASCE24 (WHICH IS NOT
 REQUIRED FOR THIS PROJECT) REQUIRES A MINIMUM 1'
 FREEBOARD.
  
 PLEASE CONSIDER CONTACTING YOUR INSURANCE AGENT BEFORE
 MAKING A DECISION REGARDING FREEBOARD. PLEASE ALSO
 CONSIDER CONTACTING A SURVEYOR (OR OTHER PROFESSIONAL)
 REGARDING THE PROCESS TO OBTAIN A LOMR AFTER
 CONSTRUCTION. THIS INFORMATION MAY PROVIDE APPLICANT
 WITH INFORMATION USEFUL TO DETERMINE A DESIGN FLOOD
 ELEVATION.
  
 PLEASE FEEL FREE TO CONTACT ME TO DISCUSS.
  
 4. FBC 107, A DRAINAGE PLAN, OR GRADING PLAN, WAS NOT
 PROVIDED. IT IS NOT CLEAR WHAT IMPACT THIS IMPROVEMENT
 WILL HAVE ON THE PROPERTIES TO THE WEST AND SOUTH. IT
 IS POSSIBLE THAT CAN BE A PROVISO ITEM.
  
 PLEASE PROVIDE SPOT ELEVATIONS IF AVAILABLE. PLEASE
 FEEL FREE TO CONTACT ME TO DISCUSS.
  
 5. IN ORDER TO EXPEDITE PLAN REVIEWS FOR THIS PROJECT,
 IT IS SUGGESTED THAT THE DRIVEWAY PERMIT BE REMOVED
 FROM THIS APPLICATION PACKAGE AND BE SUBMITTED
 SEPARATELY. OTHERWISE, THE HOUSE PERMIT APPLICATION
 (17060411) CANNOT BE RESUBMITTED UNTIL THE DRIVEWAY
 PERMIT APPLICATION (17060414) IS REVIEWED BY
 ENGINEERING.
  
  
  
  
  
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2017-08-24 Cont ID  
Sent By gjohnson Date 2017-08-24 Time 09:06 Rev Time 0.00
Received By gjohnson Date 2017-08-24 Time 09:06 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2017-06-26 Cont ID  
Sent By gjohnson Date 2017-06-26 Time 14:21 Rev Time 0.00
Received By gjohnson Date 2017-06-26 Time 14:21 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status P Date 2017-07-14 Cont ID  
Sent By cthroop Date 2017-07-14 Time 16:33 Rev Time 0.00
Received By cthroop Date 2017-07-11 Time 16:45 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date   Cont ID  
Sent By   Date 2017-08-22 Time   Rev Time 0.00
Received By pgreilic Date 2017-08-18 Time 16:36 Sent To  
Notes
2017-08-22 11:04:39PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date   Cont ID  
Sent By   Date 2017-06-30 Time   Rev Time 0.00
Received By pgreilic Date 2017-06-28 Time 15:14 Sent To  
Notes
2017-06-30 14:33:451.) PROVIDE REQUIRED EASEMENT CONSENT FORMS FOR
 PROPOSED WALL ALONG WESTERN PROPERTY LINE
  
  
 PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]


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