Plan Review Details - Permit 16070309
Plan Review Stops For Permit 16070309
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2016-12-01 Cont ID  
Sent By rmcdouga Date 2016-12-01 Time 19:00 Rev Time 0.00
Received By rmcdouga Date 2016-12-01 Time 19:00 Sent To  
Notes
2016-12-01 19:00:41PROCESS PLANS
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2016-11-23 Cont ID  
Sent By rmcdouga Date 2016-11-23 Time 17:38 Rev Time 0.00
Received By rmcdouga Date 2016-11-22 Time 18:31 Sent To  
Notes
2016-11-23 15:41:07A UNIFORM RESIDENTIAL APPRAISAL REPORT WITH AN
 EFFECTIVE DATE OF 04/15/2016 WAS SUBMITTED. THE MARKET
 VALUE OF THE PROPERTY IS $1,000,000.00. THE LAND VALUE
 IS $400,000.00. WHEN THE LAND VALUE IS SUBTRACTED FROM
 THE TOTAL MARKET VALUE THE DWELLING IS VALUED AT
 $600,000.00. THE CULMATIVE TOTAL OF WORK DONE TO THE
 DWELLING BASED ON PAST PERMIT RECORDS UP TO AND
 INCLUDING THIS PROPOSED WORK IS $ 261,475.00. BECAUSE
 THIS AMOUNT IS LESS THAN 50 PERCENT OF THE MARKET VALUE
 OF THE DWELLING (EXCLUDING LAND AND OTHER IMPROVEMENT
 VALUES) AS REQUIRED BY THE CITY OF WEST PALM BEACH'S
 FLOOD PLAIN ORDINANCE. THIS WORK IS NOT A SUBSTANTIAL
 IMPROVEMENT AND THE PRE-FIRM (1926) DWELLING DOES NOT
 HAVE TO BE BROUGHT INTO COMPLIANCE WITH FLOOD ELEVATION
 REQUIREMENTS. NOTE: THIS IS A CONTRIBUTING HISTORIC
 STRUCTURE.
  
 APPROVED WITH EXCEPTIONS
 BUILDING PROVISO
  
 1) SUBMIT TWO SETS OF SIGNED AND SEALED RAS 117
 ENHANCED FASTENING CALCULATIONS FOR THE GAF MODIFIED
 ROOF SYSTEM (NOA NO.14-1030.02).
 2) SUBMIT TWO SETS SHOP DRAWINGS FOR THE SPIRAL STAIR
 CASE FOR REVIEW AND APPROVAL BEFORE INSTALLATION.
 3) SUBMIT ELEVATION CERTIFICATE THAT IS SIGNED AND
 SEALED BY THE SURVEYOR.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2016-10-13 Cont ID  
Sent By rmcdouga Date 2016-10-13 Time 16:50 Rev Time 0.00
Received By rmcdouga Date 2016-10-11 Time 18:28 Sent To  
Notes
2016-10-13 15:19:55PLAN
 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) THE PROPOSED ADDITION AND REMODEL IS A SUBSTANTIAL
 IMPROVEMENT TO A PRE-FIRM (CONSTRUCTED IN 1924) SINGLE
 FAMILY DWELLING LOCATED IN A SPECIAL FLOOD HAZARD AREA
 (A5 BFE 7' ). THE EXISTING STRUCTURE IS REQUIRED HAVE
 THE LOWEST FLOOR ELEVATED TO SIX INCHES ABOVE THE BASE
 FLOOD ELEVATION WHICH IS 7 FEET AT THIS LOCATION.
 THEREFORE, THE LOWEST FLOOR IS REQUIRED TO BE 7'6"
 ABOVE BASE FLOOD ELEVATION.THE CITY'S FLOOD ORDINANCE
 ARTICLE XVII - FLOOD PREVENTION AND CONTROL SEC. 94-546
 - PROVISIONS FOR FLOOD HAZARD REDUCTION.
 (A) AREAS OF SPECIAL FLOOD HAZARD GENERALLY. IN ALL
 AREAS OF SPECIAL FLOOD HAZARD, THE FOLLOWING PROVISIONS
 ARE REQUIRED:
 (1) ALL NEW CONSTRUCTION AND SUBSTANTIAL IMPROVEMENTS
 SHALL BE ANCHORED TO PREVENT FLOTATION, COLLAPSE OR
 LATERAL MOVEMENT OF THE STRUCTURE, AND SHALL BE
 CONSTRUCTED WITH MATERIALS AND UTILITY EQUIPMENT
 RESISTANT TO FLOOD DAMAGE BY METHODS AND PRACTICES THAT
 MINIMIZE FLOOD DAMAGE.
 (2) ALL NEW AND REPLACEMENT WATER SUPPLY SYSTEMS AND
 SANITARY SEWAGE SYSTEMS SHALL BE DESIGNED TO MINIMIZE
 OR ELIMINATE INFILTRATION OF FLOOD WATERS INTO THE
 SYSTEMS AND DISCHARGES FROM THE SYSTEMS INTO FLOOD
 WATERS; ON-SITE WASTE DISPOSAL SYSTEMS SHALL BE LOCATED
 TO AVOID IMPAIRMENT TO THEM OR CONTAMINATION FROM THEM
 DURING FLOODING.
 (3) ANY ALTERATION, REPAIR, RECONSTRUCTION OR
 IMPROVEMENTS TO A STRUCTURE ON WHICH THE START OF
 CONSTRUCTION WAS BEGUN AFTER MARCH 1, 1979, SHALL MEET
 THE REQUIREMENTS OF NEW CONSTRUCTION AS CONTAINED IN
 THIS ARTICLE.
 (B)AREAS OF SPECIAL FLOOD HAZARD WITH BASE FLOOD
 ELEVATION PROVIDED. IN ALL AREAS OF SPECIAL FLOOD
 HAZARD WHERE BASE FLOOD ELEVATION DATA HAS BEEN
 PROVIDED AS SET FORTH IN THIS ARTICLE, THE FOLLOWING
 PROVISIONS ARE REQUIRED:
 (1) RESIDENTIAL CONSTRUCTION. ALL NEW CONSTRUCTION OR
 SUBSTANTIAL IMPROVEMENT OF ANY EXISTING RESIDENTIAL
 STRUCTURE SHALL HAVE THE LOWEST FLOOR, INCLUDING
 BASEMENT, ELEVATED TO SIX INCHES ABOVE THE BASE FLOOD
 ELEVATION.
 SUBSTANTIAL IMPROVEMENT MEANS ANY COMBINATION OF
 REPAIRS, RECONSTRUCTION, ALTERATION, OR IMPROVEMENTS TO
 A STRUCTURE, TAKING PLACE DURING THE LIFE OF A
 STRUCTURE, IN WHICH THE CUMULATIVE COST EQUALS OR
 EXCEEDS 50 PERCENT OF THE MARKET VALUE OF THE
 STRUCTURE. THE MARKET VALUE OF THE STRUCTURE SHOULD BE
 THE APPRAISED VALUE OF THE STRUCTURE PRIOR TO THE START
 OF THE INITIAL REPAIR OR IMPROVEMENT, OR IN THE CASE OF
 DAMAGE, THE VALUE OF THE STRUCTURE PRIOR TO THE DAMAGE
 OCCURRING. FOR THE PURPOSES OF THIS DEFINITION,
 "SUBSTANTIAL IMPROVEMENT" IS CONSIDERED TO OCCUR WHEN
 THE FIRST ALTERATION OF ANY WALL, CEILING, FLOOR, OR
 OTHER STRUCTURAL PART OF THE BUILDING COMMENCES,
 WHETHER OR NOT THAT ALTERATION AFFECTS THE EXTERNAL
 DIMENSIONS OF THE STRUCTURE. THE TERM "SUBSTANTIAL
 IMPROVEMENT" DOES NOT, HOWEVER, INCLUDE ANY IMPROVEMENT
 OF A STRUCTURE TO COMPLY WITH EXISTING HEALTH,
 SANITARY, OR SAFETY CODES WHICH ARE SOLELY NECESSARY TO
 ENSURE SAFE LIVING CONDITIONS.
 THE VALUE OF THE STRUCTURE ON THE PALM BEACH COUNTY
 PROPERTY APPRAISER'S WEB SITE IS $254,392.00 AND THE
 IMPROVEMENTS TO THE STRUCTURE OVER IT'S LIFETIME ARE
 MORE THAN 50% OF THAT AMOUNT. YOU WILL NEED TO PROVIDE
 AN APPRAISAL FROM A FLORIDA LICENSED PROPERTY APPRAISER
 THAT SHOWS THAT THE VALUE OF THE STRUCTURE IS MORE THAN
 50 PERCENT OF THE IMPROVEMENTS OVER THE LIFE OF THE
 STRUCTURE.
  
 2) SPECIFY THE FINISH FLOOR ELEVATIONS OF THE HOUSE AND
 THE GARAGE ON THE PLANS. FBC 107.2.1 I DID NOT SEE THE
 ELEVATION OF THE FINISH FLOOR OF THE GARAGE ON THE
 PLANS.
  
 3) THE ROOF WIND DESIGN PRESSURES ON SHEET CS-1 AND S-1
 ARE INCORRECT FOR THE FLAT ROOF ON THE SECOND FLOOR
 ADDITION. FBC 107.2.1 & R301.2.1
  
 4) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS
 FOR THOSE PRODUCTS WHICH ARE REGULATED BY DCA RULE 9N-3
 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 FOLLOWING: THE AWNING WINDOWS, THE DIFFERENT
 ROOFING MATERIALS FOR THE SLOPED AND FLAT ROOFS, THE
 WATER PROOFING FOR THE BALCONY AREA AND THE PAVER
 SYSTEM THAT IS PROPOSED FOR THE ROOF TOP PATIO.
 A) SUBMIT 2 COPIES OF THE INSTALLATION INSTRUCTIONS AND
 THE DESIGN PRESSURES FOR THE GAF EVERGUARD TPO SINGLE
 PLY ROOF MEMBRANE SYSTEM (FL5293-R22).
 B) ON THE PRODUCT APPROVALS FOR THE ENTEGRA CONCRETE
 ROOF TILE (FL 7804-R9), SPECIFY THE TILE AND METHOD OF
 ATTACHMENT THAT WILL BE USED. IF A ROOF TILE ADHESIVE
 WILL BE USED, SUBMIT TWO SETS OF PRODUCT APPROVALS FOR
 IT.
  
 5) THE PRODUCT APPROVALS SUBMITTED FOR THE FLAT ROOF
 ARE FOR A TPO SINGLE MEMBRANE SYSTEM. SHEET A-6 OF THE
 PLANS SPECIFY A 3 PLY BUR ( BUILT UP ROOF). A NOTE ON
 SHEET A-7 SPECIFIES A PAVER DECK OVER A MODIFIED
 BITUMEN ROOF AND THE DETAILS ON A-7 ARE FOR SPECIFY A
 GAF GAFGLAS BUR SYSTEM WITH ENERGYGUARD INSULATION.
 PLEASE COORDINATE THE PRODUCT APPROVALS WITH THE PLANS.
 FBC 107.2.1
  
 6) THE PGT FIXED WINDOWS REQUIRE IMPACT PROTECTION PER
 THE PRODUCT APPROVAL (NOA NO.13-0502.04). FBC - R
 301.2.1.2 SUBMIT TWO COPIES OF AN INSTALLATION SCHEDULE
 AND KEY PLAN FOR THE STORM PANELS. SPECIFY THE OPENING
 SIZE, THE WIND PRESSURES, TYPE OF ANCHOR, ANCHOR
 SPACING, EDGE DISTANCE, PANEL LENGTH, PANEL SPAN,
 SEPARATION DISTANCE FROM PANEL TO GLASS AND THE
 APPLICABLE SECTION NUMBER FROM THE INSTALLATION
 DRAWINGS. I HAVE INCLUDED A LINK TO THE CONSTRUCTION
 SERVICES DEPARTMENT SITE THAT HAS MANY OF THE RELATED
 FORMS INCLUDING THE SCHEDULE FOR INSTALLATION OF
 OPENING PROTECTIVE DEVICES.
 HTTP://WPB.ORG/DEVELOPMENT/FORMS-AND-PUBLICATIONS/
  
 7) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT A
 RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW
 COMMENTS HAS BEEN ADDRESSED.
  
 NOTE: SHOP DRAWINGS FOR THE SPIRAL STAIR CASE ARE
 REQUIRED TO BE SUBMITTED FOR REVIEW AND APPROVAL BEFORE
 INSTALLATION. FBC 107.2.1
  
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-08-19 Cont ID  
Sent By rmcdouga Date 2016-08-19 Time 19:25 Rev Time 0.00
Received By rmcdouga Date 2016-08-19 Time 19:25 Sent To  
Notes
2016-08-19 16:25:21PLAN
 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) THE PROPOSED ADDITION AND REMODEL IS A SUBSTANTIAL
 IMPROVEMENT TO A PRE-FIRM (CONSTRUCTED IN 1924) SINGLE
 FAMILY DWELLING LOCATED IN A SPECIAL FLOOD HAZARD AREA
 (A5 BFE 7' ). THE EXISTING STRUCTURE IS REQUIRED HAVE
 THE LOWEST FLOOR ELEVATED TO SIX INCHES ABOVE THE BASE
 FLOOD ELEVATION WHICH IS 7 FEET AT THIS LOCATION.
 THEREFORE, THE LOWEST FLOOR IS REQUIRED TO BE 7'6"
 ABOVE BASE FLOOD ELEVATION.THE CITY'S FLOOD ORDINANCE
 ARTICLE XVII - FLOOD PREVENTION AND CONTROL SEC. 94-546
 - PROVISIONS FOR FLOOD HAZARD REDUCTION.
 (A) AREAS OF SPECIAL FLOOD HAZARD GENERALLY. IN ALL
 AREAS OF SPECIAL FLOOD HAZARD, THE FOLLOWING PROVISIONS
 ARE REQUIRED:
 (1) ALL NEW CONSTRUCTION AND SUBSTANTIAL IMPROVEMENTS
 SHALL BE ANCHORED TO PREVENT FLOTATION, COLLAPSE OR
 LATERAL MOVEMENT OF THE STRUCTURE, AND SHALL BE
 CONSTRUCTED WITH MATERIALS AND UTILITY EQUIPMENT
 RESISTANT TO FLOOD DAMAGE BY METHODS AND PRACTICES THAT
 MINIMIZE FLOOD DAMAGE.
 (2) ALL NEW AND REPLACEMENT WATER SUPPLY SYSTEMS AND
 SANITARY SEWAGE SYSTEMS SHALL BE DESIGNED TO MINIMIZE
 OR ELIMINATE INFILTRATION OF FLOOD WATERS INTO THE
 SYSTEMS AND DISCHARGES FROM THE SYSTEMS INTO FLOOD
 WATERS; ON-SITE WASTE DISPOSAL SYSTEMS SHALL BE LOCATED
 TO AVOID IMPAIRMENT TO THEM OR CONTAMINATION FROM THEM
 DURING FLOODING.
 (3) ANY ALTERATION, REPAIR, RECONSTRUCTION OR
 IMPROVEMENTS TO A STRUCTURE ON WHICH THE START OF
 CONSTRUCTION WAS BEGUN AFTER MARCH 1, 1979, SHALL MEET
 THE REQUIREMENTS OF NEW CONSTRUCTION AS CONTAINED IN
 THIS ARTICLE.
 (B)AREAS OF SPECIAL FLOOD HAZARD WITH BASE FLOOD
 ELEVATION PROVIDED. IN ALL AREAS OF SPECIAL FLOOD
 HAZARD WHERE BASE FLOOD ELEVATION DATA HAS BEEN
 PROVIDED AS SET FORTH IN THIS ARTICLE, THE FOLLOWING
 PROVISIONS ARE REQUIRED:
 (1) RESIDENTIAL CONSTRUCTION. ALL NEW CONSTRUCTION OR
 SUBSTANTIAL IMPROVEMENT OF ANY EXISTING RESIDENTIAL
 STRUCTURE SHALL HAVE THE LOWEST FLOOR, INCLUDING
 BASEMENT, ELEVATED TO SIX INCHES ABOVE THE BASE FLOOD
 ELEVATION.
 SUBSTANTIAL IMPROVEMENT MEANS ANY COMBINATION OF
 REPAIRS, RECONSTRUCTION, ALTERATION, OR IMPROVEMENTS TO
 A STRUCTURE, TAKING PLACE DURING THE LIFE OF A
 STRUCTURE, IN WHICH THE CUMULATIVE COST EQUALS OR
 EXCEEDS 50 PERCENT OF THE MARKET VALUE OF THE
 STRUCTURE. THE MARKET VALUE OF THE STRUCTURE SHOULD BE
 THE APPRAISED VALUE OF THE STRUCTURE PRIOR TO THE START
 OF THE INITIAL REPAIR OR IMPROVEMENT, OR IN THE CASE OF
 DAMAGE, THE VALUE OF THE STRUCTURE PRIOR TO THE DAMAGE
 OCCURRING. FOR THE PURPOSES OF THIS DEFINITION,
 "SUBSTANTIAL IMPROVEMENT" IS CONSIDERED TO OCCUR WHEN
 THE FIRST ALTERATION OF ANY WALL, CEILING, FLOOR, OR
 OTHER STRUCTURAL PART OF THE BUILDING COMMENCES,
 WHETHER OR NOT THAT ALTERATION AFFECTS THE EXTERNAL
 DIMENSIONS OF THE STRUCTURE. THE TERM "SUBSTANTIAL
 IMPROVEMENT" DOES NOT, HOWEVER, INCLUDE ANY IMPROVEMENT
 OF A STRUCTURE TO COMPLY WITH EXISTING HEALTH,
 SANITARY, OR SAFETY CODES WHICH ARE SOLELY NECESSARY TO
 ENSURE SAFE LIVING CONDITIONS.
  
 2) SPECIFY THE FINISH FLOOR ELEVATIONS OF THE HOUSE AND
 THE GARAGE ON THE PLANS. FBC 107.2.1
  
 3) THE ENERGY CODE COMPLIANCE FORMS ARE REQUIRED TO BE
 SIGNED AND DATED BY THE OWNER/AGENT. FBC ENERGY
 CONSERVATION SECT. R103.1.1.2
  
 4) THE WIND PRESSURES FOR THE FLAT ROOF ARE NOT
 SPECIFIED ON SHEET CS-1 AND THE WALL PRESSURES ARE A
 LITTLE LOW FOR EXPOSURE "D". SUBMIT THE CALCULATIONS
 THAT WERE USED TO DETERMINE THE WALL PRESSURES. FBC
 107.2.1
  
 5) THE AREA TABULATIONS ON SHEET SP-1 ARE MISSING OR
 ILLEGIBLE. PLEASE CORRECT. FBC 107.2.1
  
 6) GENERAL NOTE 1 ON CS-1 REFERENCES THE WRONG EDITIONS
 OF THE FLORIDA FIRE PREVENTION CODE AND NFPA 101. PER
 FBCR CHAPTER 46, THE REFERENCED EDITIONS ARE THE 2014
 FFPC AND THE 2012 NFPA 101.
  
 7) SPECIFY THE REQUIRED LIVE LOADS ON THE PLANS FOR THE
 GUARDS AND GUARD IN-FILL COMPONENTS AT THE BALCONY AND
 ROOF DECK PATIO. FBCR 301.5 AND TABLE R301.5 SHOP
 DRAWINGS ARE REQUIRED TO BE SUBMITTED FOR REVIEW AND
 APPROVAL BEFORE INSTALLATION.
  
 8) SHOW COMPLIANCE WITH FBCR312.1.3 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.
  
 9) SHOP DRAWINGS FOR THE SPIRAL STAIR CASE ARE REQUIRED
 TO BE SUBMITTED FOR REVIEW AND APPROVAL BEFORE
 INSTALLATION. FBC 107.2.1
  
 10) THE WINDOWS THAT ARE MARKED "D" ON THE SECOND FLOOR
 PLAN IS NOT SHOWN IN THE WINDOW SCHEDULE ON A-1.1. FBC
 107.2.1
  
 11) ON SHEET A-5 AWNING WINDOWS ARE SPECIFIED ON THE
 SECOND FLOOR OF THE PROPOSED WEST ELEVATION. THE FLOOR
 PLAN AND WINDOW SCHEDULE ON A-1.1 LISTS FIXED WINDOWS
 FOR THESE WINDOWS MARKED "A".
  
 12) SHEET CS-1 SPECIFIES EXPOSURE "D" AND SHEET S-1
 SPECIFIES EXPOSURE "C". THIS PROJECT IS WITHIN 600 FEET
 OF THE INTER-COASTAL WATERWAY AND IS EXPOSURE "D". FBCR
 301.2.1.4.3
  
 13) SHOW COMPLIANCE WITH FBCR 310.1 EMERGENCY ESCAPE
 AND RESCUE REQUIRED. BASEMENTS, HABITABLE ATTICS AND
 EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE
 EMERGENCY ESCAPE AND RESCUE OPENING.
  
 14) 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.
  
 15) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS
 FOR THOSE PRODUCTS WHICH ARE REGULATED BY DCA RULE 9N-3
 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 FOLLOWING: THE AWNING WINDOWS, THE DIFFERENT
 ROOFING MATERIALS FOR THE SLOPED AND FLAT ROOFS, THE
 WATER PROOFING FOR THE BALCONY AREA AND THE PAVER
 SYSTEM THAT IS PROPOSED FOR THE ROOF TOP PATIO.
  
 16) THE SLIDING GLASS DOORS REQUIRE IMPACT PROTECTION
 PER THE PRODUCT APPROVAL (NOA NO.11-1018.20). FBC - R
 301.2.1.2 SUBMIT TWO COPIES OF AN INSTALLATION SCHEDULE
 AND KEY PLAN FOR THE STORM PANELS. SPECIFY THE OPENING
 SIZE, THE WIND PRESSURES, TYPE OF ANCHOR, ANCHOR
 SPACING, EDGE DISTANCE, PANEL LENGTH, PANEL SPAN,
 SEPARATION DISTANCE FROM PANEL TO GLASS AND THE
 APPLICABLE SECTION NUMBER FROM THE INSTALLATION
 DRAWINGS. I HAVE INCLUDED A LINK TO THE CONSTRUCTION
 SERVICES DEPARTMENT SITE THAT HAS MANY OF THE RELATED
 FORMS INCLUDING THE SCHEDULE FOR INSTALLATION OF
 OPENING PROTECTIVE DEVICES.
 HTTP://WPB.ORG/DEVELOPMENT/FORMS-AND-PUBLICATIONS/
  
 17) PROVIDE THE FLORIDA PRODUCT APPROVAL NUMBER FOR THE
 AMARR SECTIONAL GARAGE DOOR. DCA RULE 9N-3
  
 18) 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   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By rmcdouga Date 2016-08-17 Time 15:04 Sent To  
Notes
2016-08-19 14:32:13PLAN
 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) THE PROPOSED ADDITION AND REMODEL IS A SUBSTANTIAL
 IMPROVEMENT TO A PRE-FIRM (CONSTRUCTED IN 1924) SINGLE
 FAMILY DWELLING LOCATED IN A SPECIAL FLOOD HAZARD AREA
 (A5 BFE 7' ). THE EXISTING STRUCTURE IS REQUIRED HAVE
 THE LOWEST FLOOR ELEVATED TO SIX INCHES ABOVE THE BASE
 FLOOD ELEVATION WHICH IS 7 FEET AT THIS LOCATION.
 THEREFORE, THE LOWEST FLOOR IS REQUIRED TO BE 7'6"
 ABOVE BASE FLOOD ELEVATION.
  
 2)
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2016-11-01 Cont ID  
Sent By vperez Date 2016-11-01 Time 15:30 Rev Time 0.00
Received By vperez Date 2016-11-01 Time 15:30 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2016-10-24 Cont ID  
Sent By albarran Date 2016-10-24 Time 12:44 Rev Time 0.00
Received By albarran Date 2016-10-21 Time 12:23 Sent To  
Notes
2016-10-24 12:46:28THE CORRECTIONS PREVIOUSLY MENTIONED HAVE NOT ALL BEEN
 ADDRESSED ON THE SUBMITTED PLANS BUT I HAVE ALREADY
 SEEN AND MARKED THE CORRECTED ELECTRICAL SHEET. AS SOON
 AS IT IS DELIVERED I WILL REVERSE MY FINDINGS
 ACCORDINGLY. FURTHERMORE, I WILL NOTIFY THE BLDG.
 REVIEWER THAT THE ELECTRICAL SHEET INDICATES A 48"
 CEILING FAN AS REQUIRED BY THE MECHANICAL REVIEW.
 WALKED FILE TO BLDG.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-07-19 Cont ID  
Sent By albarran Date 2016-07-19 Time 10:27 Rev Time 0.00
Received By albarran Date 2016-07-19 Time 09:45 Sent To  
Notes
2016-07-19 10:27:32ELECTRICAL REVIEW NOTES
 REVIEWED FOR COMPLIANCE WITH: 5TH EDITION FBC 2014 &
 NFPA 70 2011 (NEC)
  
 JOB NAME: HOLMES RESIDENCE ADDITION
 JOB ADDRESS: 3209 WASHINGTON RD.
 DESCRIPTION: RENOVATION & ADDITION TO EXISTING
 RESIDENCE
 MAST. PERMIT: 1670309
 REVISION: N/A
  
 1. ELECTRICAL NOTES ON SHEET E1 MENTION THE RELOCATION
 OF THE ELECTRIC METER. CORRECT OR REMOVE THIS NOTE.
 OTHERWISE REVISE THE SCOPE OF WORK TO INCLUDE SAME. IN
 SUCH A CASE, A SITE PLAN REFLECTING THE PROPOSED
 LOCATION OF THE NEW SERVICE & METER SHALL BE PROVIDED
 IN ADDITION TO A RISER DIAGRAM AS REQUIRED BY NEC 215.5
 2. FBC-RE3901.2.1 NEC 210.52 (A)(1) SPACING.
 RECEPTACLES SHALL BE INSTALLED SUCH THAT NO POINT
 MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL
 SPACE IS MORE THAN 6 FT. FROM A RECEPTACLE OUTLET. THIS
 INCLUDES THE DISTANCE FROM THE EDGE OF THE WALL. THIS
 IS APPLICABLE IN THE GUEST BEDROOM, BEDROOM 2 AND THE
 SITTING AREA OF THE SECOND FLOOR.
 3. FBC-R4001.15 NEC 404.2(C). WHERE SWITCHES
 CONTROLLING LIGHTING LOADS SUPPLIED BY A GROUNDED
 BRANCH CIRCUIT, THE GROUNDED BRANCH CIRCUIT CONDUCTOR
 FOR THE CONTROLLED LIGHTING CIRCUIT SHALL BE PROVIDED
 AT THE SWITCH. THIS APPLIES TO ALL OF THE NEW
 ELECTRICAL WORK AND AS INSTRUCTED BY FBC-EX. FOR
 ALTERATIONS LEVEL 2.
 4. FBC-RE3905.8 NEC 314.27(D) PADDLE FANS. BOXES USED
 FOR THE SOLE SUPPORT OF CEILING FANS SHALL BE MARKED BY
 THE MANUFACTURER AS SUITABLE FOR THE PURPOSE, AND
 INDICATE THE WEIGHT LIMITATIONS BUT SHALL NOT BE USED
 TO SUPPORT PADDLE FANS HEAVIER THAN 70 LBS.
 5. FBC-ER3903.3 NEC 210.70(2)(C) WHERE ONE OR MORE
 LIGHTING OUTLET(S) ARE INSTALLED FOR INTERIOR
 STAIRWAYS, THERE SHALL BE A WALL SWITCH AT EACH FLOOR
 LEVEL, AND LANDING LEVEL THAT INCLUDES AN ENTRYWAY, TO
 CONTROL THE LIGHTING OUTLET(S) WHERE THE STAIRWAY
 BETWEEN FLOOR LEVELS HAS SIX RISERS OR MORE. THIS
 APPLIES TO ALL STAIRWAYS, IN THIS CASE THE SPIRAL
 STAIRWAY.
 6. FBC-RE3902.12 NEC 210.12B - OUTLETS TO BE AFCI
 PROTECTED. APPLIES TO ALL NEWLY INSTALLED ELECTRICAL
 WIRING.
 7. FBC-R4001.15 NEC 404.2(C). WHERE SWITCHES
 CONTROLLING LIGHTING LOADS SUPPLIED BY A GROUNDED
 BRANCH CIRCUIT, THE GROUNDED BRANCH CIRCUIT CONDUCTOR
 FOR THE CONTROLLED LIGHTING CIRCUIT SHALL BE PROVIDED
 AT THE SWITCH. APPLIES TO ALL NEWLY INSTALLED
 ELECTRICAL WIRING.
 8. FBC-R315 REQUIRES THAT YOU INSTALL CO (CARBON
 MONOXIDE DETECTORS) AS REQUIRED BY CODE.
 9. FBC-R314.3 REQUIRES THAT YOU INSTALLED SMOKE
 DETECTORS THROUGHOUT THE ENTIRE RESIDENCE AS IF THIS
 WERE NEW CONSTRUCTION IF YOU HAVE NOT ALREADY DONE SO.
 WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR
 RE-SUBMITTAL, PLEASE PROVIDE A RESPONSE LETTER
 (NARRATIVE) ADDRESSING EACH ITEM AND THE PAGE NUMBER
 WHERE THE CORRECTIONS APPEAR ALONG WITH THE STANDARD
 CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PAGES INTO THE SUBMITTAL PACKAGE. MARK VOID
 AND LEAVE THE PREVIOUSLY REVIEWED SHEETS FOR
 COMPARATIVE REVIEW. CLOUDING THE CHANGES WILL BE
 GREATLY APPRECIATED.
  
 IF YOU HAVE FURTHER QUESTIONS, PLEASE DON?T HESITATE TO
 CONTACT ME DIRECTLY.
  
 THANK YOU,
 MIKE ALBARRAN
 ELECTRICAL PLANS EXAMINER
 PH: 561-805-6746
 EMAIL: [email protected]
  
Review Stop HIST HISTORICAL
Rev No 3 Status P Date 2016-11-04 Cont ID  
Sent By destabro Date 2016-11-04 Time 14:50 Rev Time 0.00
Received By destabro Date 2016-11-04 Time 14:50 Sent To B
Notes
2016-11-04 14:51:0411/4/16 - HISTORIC REVIEW COMMENTS ADDRESSED. DLE
Review Stop HIST HISTORICAL
Rev No 2 Status F Date 2016-10-04 Cont ID  
Sent By destabro Date 2016-10-04 Time 09:41 Rev Time 0.00
Received By destabro Date 2016-10-04 Time 09:41 Sent To B
Notes
2016-10-04 09:42:5410/4/2016 - NEW PRODUCT APPROVALS SHOW VINYL AWNING
 WINDOWS IN THE REAR ADDITION. VINYL WINDOWS ARE NOT
 PERMITTED IN HISTORIC DISTRICTS. PLEASE REVISE TO
 ALUMINUM PRODUCTS, AND DIRECT QUESTIONS TO FRIEDERIKE
 MITTNER, CITY HISTORIC PRESERVATION PLANNER. DLE
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2016-07-20 Cont ID  
Sent By destabro Date 2016-07-20 Time 09:06 Rev Time 0.00
Received By destabro Date 2016-07-20 Time 09:06 Sent To B
Notes
2016-07-20 09:08:267/20/16 - CONTRIBUTING PROPERTY TO THE PROSPECT
 PARK/SOUTHLAND PARK HISTORIC DISTRICT. PROPOSED WORK
 APPROVED BY HPB CASES (15-46, 15-47) AND MEETS
 CONDITIONS SET BY BOARD. DLE
Review Stop I INCOMING/PROCESSING
Rev No 4 Status P Date 2016-12-01 Cont ID  
Sent By rmcdouga Date 2016-12-01 Time 18:58 Rev Time 0.00
Received By rmcdouga Date 2016-11-30 Time 14:56 Sent To  
Notes
2016-12-01 18:59:45MU-2016-29165, NO FEES WERE DUE.
  
  
  
  
  
  
  
  
  
  
  
  
  
  
2016-12-01 14:57:13IMPACT FEES ROUTED TO RMCDOUGAL
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-11-23 Cont ID  
Sent By rmcdouga Date 2016-11-23 Time 17:38 Rev Time 0.00
Received By rmcdouga Date 2016-10-26 Time 15:05 Sent To  
Notes
2016-10-27 15:05:41R25
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-10-24 Cont ID  
Sent By rmcdouga Date 2016-10-24 Time 13:25 Rev Time 0.00
Received By rmcdouga Date 2016-09-13 Time 11:47 Sent To  
Notes
2016-09-14 11:48:00R15
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-08-24 Cont ID  
Sent By lmarchan Date 2016-08-24 Time 14:51 Rev Time 0.00
Received By lmarchan Date 2016-07-11 Time 10:50 Sent To  
Notes
2016-07-15 09:24:49R23
2016-07-11 10:51:05LIBRARY
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2016-12-05 Cont ID  
Sent By rmcdouga Date 2016-12-05 Time 11:49 Rev Time 0.00
Received By rmcdouga Date 2016-12-05 Time 11:49 Sent To  
Notes
2016-12-05 11:52:23MU 2016-29165 NO FEES DUE.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-08-15 Cont ID  
Sent By rmcdouga Date 2016-08-15 Time 13:59 Rev Time 0.00
Received By rmcdouga Date 2016-08-15 Time 13:59 Sent To  
Notes
2016-08-15 14:00:45BEFORE 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 3 Status P Date 2016-11-22 Cont ID  
Sent By rmcdouga Date 2016-11-22 Time 18:43 Rev Time 0.00
Received By rmcdouga Date 2016-11-22 Time 18:31 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-10-12 Cont ID  
Sent By rmcdouga Date 2016-10-12 Time 18:58 Rev Time 0.00
Received By rmcdouga Date 2016-10-12 Time 17:53 Sent To  
Notes
2016-10-12 18:58:52PLAN
 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) IN ORDER TO TAKE THE CEILING FAN CREDIT, THE FAN
 BLADE DIAMETERS SHALL BE SPECIFIED ON THE PLANS TO SHOW
 COMPLIANCE WITH FBC ENERGY CONSERVATION SECTION
 R405.7.6. THE 42" DIAMETER CEILING FANS THAT ARE
 SPECIFIED ON THE PLANS ARE TOO SMALL FOR THE SIZE OF
 THE ROOMS TO CLAIM THE CEILING FAN CREDIT OPTION. SEE
 FBC ENERGY CONSERVATION FAN SIZING TABLE R405.7.6
  
 2) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT A
 RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW
 COMMENTS HAS BEEN ADDRESSED.
  
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-08-17 Cont ID  
Sent By rmcdouga Date 2016-08-17 Time 19:10 Rev Time 0.00
Received By rmcdouga Date 2016-08-17 Time 19:10 Sent To  
Notes
2016-08-17 18:33:41PLAN
 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) THE PLANS DO NOT MATCH THE LOAD CALCULATIONS. AIR
 HANDLER NUMBER 3 IS 21,756 BTUH IN THE LOAD CALCS. AND
 THE EQUIPMENT SCHEDULE LISTS 36,100 BTUH. THE CFMS IN
 THE LOAD CALCS. IS 725 AND THE EQUIPMENT SCHEDULE HAS
 1200 CFMS. FBC 107.2.1
  
 2) THE SIZE OF THE SUPPLY AND RETURN GRILLS ARE NOT
 SPECIFIED ON THE FIRST FLOOR MECHANICAL PLAN. THE CFMS
 ARE NOT SPECIFIED FOR THE SUPPLIES ON THE FIRST FLOOR
 MECHANICAL PLAN. FBC 107.2.1
  
 3) SPECIFY THE SIZES OF THE SUPPLY AND RETURN DUCTS
 FROM THE AIR HANDLER UP TO THE SECOND FLOOR. CLARIFY ON
 THE DRAWINGS HOW THE SUPPLY AND RETURN DUCTS WILL BE
 ROUTED FROM THE AIR HANDLER IN THE GARAGE TO THE SECOND
 FLOOR. FBC 107.2.1 IT APPEARS THAT THE SUPPLY AND
 RETURN DROPS ARE TIED TO THE SAME DUCT. PLEASE PROVIDE
 A DRAWING THAT WILL CLARIFY.
  
 4) THE AHU MOUNTING DETAIL FOR AHU-3 IS INCORRECTLY
 LABELED AS AHU-1. THIS DRAWING DOES NOT MATCH THE
 PROPOSED HVAC SYSTEM. FBC 107.2.1
  
 5) THE FIRST FLOOR PLANS INDICATE FLEX DUCT IN THE
 GARAGE THAT PENETRATE THE GARAGE WALLS. FBCR 302.5.2
 REQUIRES DUCTS LOCATED IN THE GARAGE AND DUCTS
 PENETRATING THE WALLS OR CEILINGS SEPARATING THE
 DWELLING FROM THE GARAGE TO BE CONSTRUCTED OF A MINIMUM
 NO.26 GAGE SHEET STEEL, 1 INCH MINIMUM RIGID
 NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD OR OTHER
 APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
 GARAGE.
  
 6) THE ENERGY COMPLIANCE REPORT, FORM R405-2014 IS
 REQUIRED TO BE SIGNED AND DATED BY THE OWNER/AGENT. FBC
 ENERGY CONSERVATION SECTION R103.1.1.2
  
 7) IN ORDER TO TAKE THE CEILING FAN CREDIT, THE FAN
 BLADE DIAMETERS SHALL BE SPECIFIED ON THE PLANS TO SHOW
 COMPLIANCE WITH FBC ENERGY CONSERVATION SECTION
 R405.7.6.
  
 8) PLEASE EXPLAIN WHY THERE ARE TWO CENTRAL HEATING AND
 COOLING SYSTEMS SPECIFIED ON THE ENERGY COMPLIANCE FORM
 IF ONLY THE ADDITION ALONE IS BEING USED TO SHOW
 COMPLIANCE. OTHERWISE THE EXISTING BUILDING AND
 ADDITION SHALL COMPLY AS A SINGLE BUILDING. FBC ENERGY
 CONSERVATION SECTION R101.4.3
  
 9) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT A
 RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW
 COMMENTS HAS BEEN ADDRESSED.
  
  
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2016-10-14 Cont ID  
Sent By gjohnson Date 2016-10-14 Time 10:11 Rev Time 0.00
Received By gjohnson Date 2016-10-14 Time 10:11 Sent To E
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-07-31 Cont ID  
Sent By tklarge Date 2016-07-31 Time 09:32 Rev Time 0.00
Received By tklarge Date 2016-07-31 Time 09:25 Sent To  
Notes
2016-07-31 09:27:10SUBMIT A SANITARY RISER FOR THE ADDED LAUNDRY ROOM ON
 THE SECOND FLOOR. WPB AMEND TO FBC SEC. 107.3.5.3.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2016-11-23 Cont ID  
Sent By rmcdouga Date 2016-11-23 Time 17:11 Rev Time 0.00
Received By rmcdouga Date 2016-11-23 Time 17:11 Sent To  
Notes
2016-11-23 17:15:48ROOFING MATERIALS
 - GAF MODIFIED ROOF SYSTEM (NOA NO.14-1030.02)
 - SULACER ANDALUSA CLAY BARREL TILE (NOA NO.
 12-1203.04)
 - 3M FOAM ROOF TILE ADHESIVE AH-160 (NOA NO.12-0228.18)
Review Stop Z ZONING
Rev No 3 Status P Date 2016-11-04 Cont ID  
Sent By destabro Date 2016-11-04 Time 14:51 Rev Time 0.00
Received By destabro Date 2016-11-04 Time 14:51 Sent To B
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2016-09-30 Cont ID  
Sent By njwira Date 2016-09-30 Time 16:50 Rev Time 0.00
Received By njwira Date 2016-09-16 Time 14:29 Sent To HIST
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2016-07-19 Cont ID  
Sent By destabro Date 2016-07-19 Time 16:10 Rev Time 0.00
Received By njwira Date 2016-07-19 Time 15:13 Sent To HIST
Notes
2016-07-19 16:21:187/19/16- FAILED
  
 SF-7 SINGLE FAMILY LOW DENSITY RESIDENTIAL
  
 FAILED
  
 1. BUILDING, MECHANICAL EQUIPMENT AND ROOF SETBACKS
 NEED TO BE SHOWN IN A SITE PLAN OR SURVEY.
 2. ROOF CANNOT PROJECT MORE THAN 3FT. INTO A SETBACK.
 3. MECHANICAL EQUIPMENT CANNOT PROJECT MORE THAN 4FT.
 INTO A SETBACK.
  
 SETBACKS
 1. SIDE- 5FT. MINIMUM 15FT TOTAL.
 2. REAR- 15FT
 3. FRONT-25FT.
  
 PASSED
 1. NO TREES BEING REMOVED SO NO TREE ALTERATION PERMIT
 REQUIRED.
 2. BUILDING HEIGHT IS 27FT. MEETS 30FT. MAXIMUM.
 3. ONE UNIT NO EXTRA KITCHEN BEING ADDED WITH THE
 ADDITION.
  
 PLEASE CONTACT:
 NATHAN WIRA
 (561)822-1442
 [email protected]
  


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved