Plan Review Details - Permit 17111013
Plan Review Stops For Permit 17111013
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2018-01-03 Cont ID  
Sent By aclange Date 2018-01-03 Time 10:25 Rev Time 0.00
Received By aclange Date 2018-01-03 Time 06:32 Sent To  
Notes
2018-01-03 08:23:25ART LANGE BUILDING PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33402
  
 561-805-6718 [email protected]
  
 DEFERRED SUBMITTALS:
  
 1. SHOP DRAWING OF METAL RAILINGS AND CALCULATIONS.
  
 2. SHOP DRAWING OF METAL STAIRS AND CALCULATIONS.
  
 3. SHOP DRAWING OF METAL CANOPY AND CALCULATIONS.
  
 4. SHOP DRAWING OF GARBAGE CHUTE AND CALCULATIONS.
  
 5. SHOP DRAWING OF ROOF SYSTEM AND PRODUCT APPROVALS.
  
 6. SHOP DRAWINGS OF ELEVATORS.
  
 7. SHOP DRAWINGS OF MAIL BOXES.
  
 8. FLOORING UNDERLAYMENT SOUND PROOFING AND FLAME
 SPREAD REPORTS.
  
 9. BIDIRECTIONAL ANTENNA SYSTEM.
  
 10. (WPS) WELDING PROCEEDURE SPECIFICATION.
  
 11. SEPERATE PERMITS FOR PARKING LOT AND STRIPING, SITE
 FENCING.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-12-12 Cont ID  
Sent By alange Date 2017-12-12 Time 08:31 Rev Time 0.00
Received By aclange Date 2017-12-11 Time 10:56 Sent To  
Notes
2017-12-12 08:36:40****PLAN REVIEW COMMENTS****
  
 ART LANGE BUILDING PLANS EXAMINER
  
 DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33402
  
 561-805-6718 [email protected]
  
 FBC FLORIDA BUILDING CODE 2014 5TH EDITION W/2010 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION / FRC FLORIDA RESIDENTIAL CODE
 2015 5TH EDITION
  
 VILLAGE AT MANGONIA LAKE 17111013 6 STORY APARTMENT
 BUILDING
  
 FIRST REVIEW:
  
 ART IN PUBLIC PLACES
  
 1. INFORMATION NOTICE: THE CITY OF WEST PALM BEACH ART
 IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES TO
 ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH THE
 PERMIT APPLICATION WAS SUBMITTED AFTER 6/29/14, AND THE
 TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR
 GREATER THAN $750,000 WILL NEED TO COMPLY WITH THIS
 ORDINANCE.
 PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND
 CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V,
 ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION
 78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL
 PROJECT CONSTRUCTION COST.
  
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS.
  
 FOR CONTACT INFORMATION PLEASE CONTACT:
 MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR
 822-1515 E-MAIL: [email protected]
  
 2. THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING.
 ?THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN
 THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT.
 IN AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 A) FBC 109.3.6.1 THRESHOLD INSPECTION PLAN. THE
 ENFORCING AGENCY SHALL REQUIRE A (WRITTEN/ TYPED)
 SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON
 A THRESHOLD BUILDING PURSUANT TO A STRUCTURAL
 INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD. THE
 STRUCTURAL INSPECTION PLAN MUST BE SUBMITTED TO THE
 ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESHOLD BUILDING.
 THE PURPOSE OF THE STRUCTURAL INSPECTION PLAN IS TO
 PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO
 THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR
 COMPLIANCE WITH THE PERMITTED DOCUMENTS.
  
 B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY 553.79(5)
 FLORIDA STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY
 THIS CODE. THE THRESHOLD INSPECTION FORMS ARE REQUIRED
 TO BE FILED OUT BY ALL PARTIES WITH INTEREST, NOTARIZED
 AND RETURNED TO THIS OFFICE, AND REVIEWED AND APPROVED
 BEFORE PERMIT ISSUANCE WILL TAKE PLACE.
  
 C) THRESHOLD BUILDING, REQUIRED STATEMENT: W.P.B.
 AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH
 ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT
 OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
 BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE
 PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
 FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
  
 E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY
 FOR THIS TYPE OF CONSTRUCTION.
  
 F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE,
 PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING
 ISSUED, THE PERMIT LIBRARIAN WILL THEN E-MAIL YOU THE
 APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR
 PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN
 COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR
 THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE
 IN BLACK & WHITE..
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD
 BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING SPECIAL INSPECTORS.
  
 G) 110.3.7.4.3 ALL SHORING AND RESHORING PROCEDURES,
 PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT
 AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING
 INSTALLATION SHALL BE SUPERVISED, INSPECTED AND
 CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING
 DOCUMENTS BY THE CONTRACTOR.
  
 H) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL
 BUILDING INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6
 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 I) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES
 FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER
 HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE
 MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR
 WALLS AND CEILINGS.
  
 3. COMBUSTIBLE MATERIAL IN TYPE I CONSTRUCTION. SEE
 PAGE A 1.6 2 / A1.1 SHOW 1/2 INCH PLYWOOD AS FIRE
 RESISTANT RATED.
 SEE S 3.5 / 7 AND 8 FRAMING AT PARAPET.
  
 FBC 603.1 ALLOWABLE MATERIALS.
 COMBUSTIBLE MATERIALS SHALL BE PERMITTED IN BUILDINGS
 OF TYPE I OR II CONSTRUCTION IN THE FOLLOWING
 APPLICATIONS AND IN ACCORDANCE WITH SECTIONS 603.1.1
 THROUGH 603.1.3:
  
 1. FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED IN:
  
 1.1. NONBEARING PARTITIONS WHERE THE REQUIRED
 FIRE-RESISTANCE RATING IS 2 HOURS OR LESS.
  
 1.2. NONBEARING EXTERIOR WALLS WHERE FIRE-RESISTANCE
 RATED CONSTRUCTION IS NOT REQUIRED.
  
 1.3. ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES,
 FRAMING AND DECKING.
  
 3. WELDED OR BOLTED CONNECTIONS
 THE CONTRACTOR IS REQUIRED TO PROVIDE A (WPS) WELD
 PROCEDURE SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION.
 2014 FBC-B 2204.1 WELDING
 2014 FBC-B 2204.2 BOLTING.
  
 4. PROVIDE PRODUCT APPROVALS FOR ALL EXTERIOR DOORS AND
 WINDOWS AND LOUVERS. ALTERNATIVELY YOU CAN ADD THESE TO
 THE DEFERRED SUBMITTALS ON THE COVER SHEET.
  
 FBC 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF
 THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 5. PARK LOT ACCESSIBLE SIGN DETAIL ON CIVIL PAGE 13 HAS
 BEEN CHANGED. PLEASE REVISE SIGN DETAIL TO REFLECT 60
 INCHES ABOVE FINISHED FLOOR OR GROUND. FS 553.5041(6).
  
 6. IMPACT FEES:
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 WHEN RESUBMITTING, PLEASE COMPLETE A RESUBMITTAL FORM:
  
 HTTP://WPB.ORG/DEVELOPMENT/WP-CONTENT/UPLOADS/SITES/33/
 2013/09/APPLICATION_RESUBMITTAL_FORM_04132010.PDF
  
 THIS FORM IS ALSO AVAILABLE AT THE BUILDING DIVISION.
 WHEN RESUBMITTING, SWAP OUT SHEETS WHICH HAVE CHANGED
 SO THAT THERE ARE TWO COMPLETE, COLLATED SETS OF PLANS
 READY FOR PERMIT ISSUANCE. OLD SHEETS ARE TO BE
 RETAINED IN THE PERMIT APPLICATION PACKAGE (SEPARATE
 FROM THE PERMIT SETS) AND MARKED *OLD SHEETS* OR
 *VOID*. PLEASE KEEP BOTH SETS OF OLD VOIDED SHEETS IN
 THE PERMIT PACKAGE.
  
 A RESPONSE LETTER INDICATING HOW EACH ITEM WAS
 ADDRESSED WILL HELP TO EXPEDITE PLAN REVIEW.
  
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2017-12-11 Cont ID  
Sent By jpearson Date 2017-12-11 Time 07:56 Rev Time 0.00
Received By jpearson Date 2017-12-11 Time 07:53 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2017-12-13 Cont ID  
Sent By squinone Date 2017-12-13 Time   Rev Time 0.00
Received By squinone Date 2017-12-13 Time   Sent To  
Notes
2017-12-13 15:44:45NO CIVIL PLANS WERE INCLUDED WITH THIS SUBMITTAL. CIVIL
 PLANS ARE UNDER REVIEW THROUGH ENGINEERING PLAN REVIEW,
 E17060013.
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2018-01-26 Cont ID  
Sent By wjolin Date 2018-01-26 Time 09:29 Rev Time 0.00
Received By wjolin Date 2018-01-26 Time 09:29 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2018-01-05 Cont ID  
Sent By wjolin Date 2018-01-05 Time 13:30 Rev Time 0.00
Received By wjolin Date 2018-01-05 Time 13:24 Sent To  
Notes
2018-01-05 13:30:152191 NORTH AUSTRALIAN AVENUE - 6 STORY APARTMENTS
 PERMIT #17111013
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 THE FIRE ALARM AND FIRE SPRINKLER PLANS THAT WERE
 SUBMITTED ARE NOT SIGNED AND SEALED BY A PROFESSIONAL
 ENGINEER AND APPEAR TO BE DETAILED SHOP DRAWINGS NOT
 ENGINEERING CONSTRUCTION DRAWINGS. THE DRAWINGS THAT
 WERE SUBMITTED ARE DETAILED SHOP DRAWINGS THAT WOULD BE
 SUBMITTED FOR SEPARATE SUB PERMITS. ENGINEERED FIRE
 ALARM AND FIRE SPRINKLER CONSTRUCTION DOCUMENTS ARE
 REQUIRED FOR A GENERAL BUILDING PERMIT. AFTER THE
 BUILDING PERMIT HAS BEEN ISSUED, THE SUBCONTRACTORS CAN
 THEN SUBMIT SHOP DRAWINGS (CONFORMING TO THE ENGINEERED
 CONSTRUCTION DOCUMENTS) FOR A SUB-PERMIT. PER FLORIDA
 ADMINISTRATIVE CODE SECTION 61G15-32.004, FIRE
 PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS. NO ENGINEERED FIRE ALARM
 DRAWINGS SUBMITTED. PER FBC SECTION 907.1.1
 CONSTRUCTION DOCUMENTS - "CONSTRUCTION DOCUMENTS FOR
 FIRE ALARM SYSTEMS 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, THE FLORIDA FIRE PREVENTION
 CODE, AND RELEVANT LAWS, ORDINANCES, RULES AND
 REGULATIONS, AS DETERMINED BY THE BUILDING OFFICIAL."
  
 ORIGINAL COMMENT - ENGINEERED FIRE ALARM SHEETS NOT
 SUBMITTED (FA1 - FA6).
  
 ORIGINAL COMMENT - ENGINEERED FIRE SPRINKLER SHEETS NOT
 SUBMITTED (FP1.0 - FP2.0).
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2017-11-29 Cont ID  
Sent By wjolin Date 2017-11-29 Time 14:42 Rev Time 0.00
Received By wjolin Date 2017-11-29 Time 14:22 Sent To  
Notes
2017-11-29 14:42:422191 NORTH AUSTRALIAN AVENUE - 6 STORY APARTMENTS
 PERMIT #17111013
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 ENGINEERED FIRE ALARM SHEETS NOT SUBMITTED (FA1 - FA6).
  
 ENGINEERED FIRE SPRINKLER SHEETS NOT SUBMITTED (FP1.0 -
 FP2.0).
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2018-02-13 Cont ID  
Sent By aclange Date 2018-02-13 Time 10:46 Rev Time 0.00
Received By aclange Date 2018-02-01 Time 14:39 Sent To  
Notes
2018-02-01 14:39:32IMPACT FEES ROUTED TO ACLANGE
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-01-29 Cont ID  
Sent By lmarchan Date 2018-01-29 Time 09:39 Rev Time 0.00
Received By lmarchan Date 2018-01-23 Time 13:42 Sent To  
Notes
2018-01-24 13:42:40RESUB ROUTED TO FIRE'S REVIEW STATION
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-01-18 Cont ID  
Sent By tklarge Date 2018-01-18 Time 12:30 Rev Time 0.00
Received By tklarge Date 2018-01-02 Time 14:56 Sent To  
Notes
2018-01-02 14:57:15C33
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-12-21 Cont ID  
Sent By tklarge Date 2017-12-21 Time 06:54 Rev Time 0.00
Received By tklarge Date 2017-11-28 Time 09:26 Sent To I
Notes
2017-11-28 09:26:34C29
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2018-02-13 Cont ID  
Sent By aclange Date 2018-02-13 Time 10:46 Rev Time 0.00
Received By aclange Date 2018-02-13 Time 08:05 Sent To  
Notes
2018-02-13 10:46:34PALM BEACH COUNTY IMPACT FEES PAID
 1/30/18
 MU 2018 3220
 $435,283.20
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2018-01-03 Cont ID  
Sent By aclange Date 2018-01-03 Time 07:53 Rev Time 0.00
Received By aclange Date 2018-01-03 Time 06:32 Sent To  
Notes
2018-01-03 07:53:04IMPACT FEES
  
 BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT
 FEES, REQUIRED BY PALM BEACH COUNTY, SHALL BE PAID.
 UPON FINAL APPROVAL OF PLANS, ONE SET OF PLANS SHALL BE
 SIGNED OUT AND SUBMITTED TO PALM BEACH COUNTY FOR AN
 IMPACT FEE REVIEW. THE PLANS WITH THE IMPACT FEE STAMP
 AND A COPY OF THE PAID RECEIPT MUST BE RETURNED TO THE
 CITY BUILDING DEPARTMENT BEFORE THE BUILDING PERMIT CAN
 BE ISSUED. FOR INFORMATION CALL PALM BEACH COUNTY
 IMPACT FEES AT (561) 233-5025.
  
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-12-11 Cont ID  
Sent By aclange Date 2017-12-11 Time 11:48 Rev Time 0.00
Received By aclange Date 2017-12-11 Time 11:48 Sent To  
Notes
2017-12-11 11:48:54IMPACT FEES
  
 BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT
 FEES, REQUIRED BY PALM BEACH COUNTY, SHALL BE PAID.
 UPON FINAL APPROVAL OF PLANS, ONE SET OF PLANS SHALL BE
 SIGNED OUT AND SUBMITTED TO PALM BEACH COUNTY FOR AN
 IMPACT FEE REVIEW. THE PLANS WITH THE IMPACT FEE STAMP
 AND A COPY OF THE PAID RECEIPT MUST BE RETURNED TO THE
 CITY BUILDING DEPARTMENT BEFORE THE BUILDING PERMIT CAN
 BE ISSUED. FOR INFORMATION CALL PALM BEACH COUNTY
 IMPACT FEES AT (561) 233-5025.
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2018-01-10 Cont ID  
Sent By ccole Date 2018-01-10 Time 09:58 Rev Time 0.00
Received By ccole Date 2018-01-10 Time 09:58 Sent To  
Notes
2018-01-10 09:59:17MECHANICAL PROVISOS:
 1/10/18
  
 1) COMMISSIONING REPORT REQUIRED FOR CO
  
 2) NO COMBUSTIBLE MATERIALS PERMITTED IN AC CLOSETS
 INCLUDING PVC CONDENSATE PIPING.
  
 3) MINIMUM 3 FT. CLEARANCE REQUIRED FOR ALL DRYER AND
 BATH EXHAUST OUTLETS TO OPERABLE OPENINGS IN THE
 BUILDINGS.
  
 4) MANUFACTURER?S SPECIFICATIONS FOR THE AC SYSTEMS,
 DRYERS, WATER HEATERS, AND RANGE HOODS SHALL BE ONSITE
 AT TIME OF INSPECTION.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-12-12 Cont ID  
Sent By ccole Date 2017-12-12 Time 16:51 Rev Time 0.00
Received By ccole Date 2017-12-12 Time 16:51 Sent To  
Notes
2017-12-12 16:52:171ST REVIEW FBC-2014 MECHANICAL, ENERGY CONSERVATION
 CODES, WPB AMENDMENTS TO THE FBC.
 PERMIT #17111013
 12/12/17
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET M1: LABEL THE COMPACTOR ROOM AND THE ELEVATOR
 SHAFTS- SECTION 107.2.1 WPB AMENDMENTS
  
 2) SHEETS M1, M2: NUMBER THE APARTMENTS TO MATCH THE
 APARTMENT NUMBERS SHOWN IN THE AC CALCULATIONS- SECTION
 107.2.1
  
 3) SHEETS M2 & M3: LABEL ALL ROOMS IN THE CENTER CORE
 AND SHOW HOW THEY ARE BEING VENTILATED- SECTION
 107.2.1.
  
 4) M3: SHOW THE HOISTWAY VENT OPENING AND PROVIDE A
 FIRE DAMPER IN THE OPENING- SECTION 607.5 FBC-14
 MECHANICAL
  
 5) M4: EXHAUST VENTILATION AT A RATE OF 25 CFMS
 CONTINUOUSLY OR 100 CFMS INTERMITTENTLY IS REQUIRED FOR
 THE KITCHENS- SEE TABLE 403.3
  
 6) M4: AUTO-CONTROLLED SHUT OFF DAMPERS ARE REQUIRED
 FOR THE OUTDOOR AIR SUPPLY DUCTS- SECTION C403.2.44
 FBC-14 ENERGY CONSERVATION. PLEASE SHOW THE LOCATION OF
 THE DAMPERS AND PROVIDE A PRODUCT DATA SHEET THAT
 INDICATES COMPLIANCE WITH SECTION C402.4.5.2.
  
 7) M5: REMOVE THE ELEVATOR CONTROL ROOM THROUGH THE
 WALL AC SCHEDULE- NOT USED.
  
 8) THE AC CALCULATIONS ARE INDICATING SUMMER DRY BULB
 AND WET BULB TEMPERATURES THAT ARE LOWER THAN THE
 TEMPERATURES LISTED FOR WEST PALM BEACH IN ACCA MANUAL
 N WHICH ARE 90 AND 78 DEGREES. VERIFY THAT THE
 WRIGHTSOFT CALCULATION PROGRAM IS COMPLIANT WITH
 ASHRAE/ACCA STANDARD 183 OR ACCA MANUAL N PER SECTION
 C403.2.1 FBC-14 ENERGY CONSERVATION.
  
 9) SUBMIT FLORIDA PRODUCT APPROVALS OR MIAMI-DADE NOAS
 FOR THE LOUVERS AND THE WALL CAPS.
  
 10) AC STAND NOA #15-0902.05: THE ENGINEER OF RECORD
 SHALL CIRCLE, HIGHLIGHT, OR OTHERWISE MARK ALL DETAILS,
 NOTES, DESIGN PRESSURES ETC. THAT PERTAIN TO THE
 PROPOSED ROOFTOP AC INSTALLATIONS
  
 11) COMMISSIONING OF THE MECHANICAL SYSTEMS IS REQUIRED
 PER SECTION C408.2 FBC-14 ENERGY CONSERVATION. SUBMIT A
 COMMISSIONING PLAN AS OUTLINED IN SECTION C408.2.1 AND
 DESCRIBED IN SECTIONS C403.2.2- C408.2.3.3. PLEASE NOTE
 THAT A COPY OF THE COMMISSIONING REPORT SHALL BE
 SUBMITTED FOR REVIEW AT FINAL INSPECTION.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2018-01-18 Cont ID  
Sent By tklarge Date 2018-01-18 Time 12:30 Rev Time 0.00
Received By tklarge Date 2018-01-18 Time 12:30 Sent To I
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2018-01-18 Cont ID  
Sent By tklarge Date 2018-01-18 Time 08:23 Rev Time 0.00
Received By tklarge Date 2018-01-18 Time 04:21 Sent To  
Notes
2018-01-18 08:23:411) SHT. P-6 - THERE IS A DOTTED LINE SHOWN ON THE PLAN
 THAT IS CALLED OUT AS DOMESTIC WATER. THERE IS NO PIPE
 SIZE SHOWN ON THE PLANS OR WHERE IT ORIGINATES OR
 TERMINATES. CLARIFY. WPB AMEND. TO FBC SEC. 107.2.1.
 2) SHT. P-6 SHOWS A 3 INCH COLD WATER LINE AND IT
 APPEARS THE SAME LINE IS SHOWN AS 2 INCH ON SHT. P-6.1.
 CLARIFY.
 3) ARE ALL THE DWELLING UNIT BATHROOMS DESIGNED ON
 DESIGN SPECIFICATION "A" OF THE FAIR HOUSSING DEIGN
 MANUAL? CLARIFY.REFER TO SHT. A-1.2.
 4) WHERE ARE THE STORM DRAINAGE AREAS #19 & #20 LOCATED
 ON THE PLANS? CLEARLY SHOW THE LOCATION.
 5) SHTS. A-6.5.1 THROUGH A-6.5.4 - IT IS DIFFICULT TO
 DETERMINE IF THE REQUIRED 30 INCH BY 48 INCH CLEAR
 FLOOR SPACE FOR THE LAVATORIES IS CENTERED ON THE
 FIXTURE AS REQUIRED BY THE FAIR HOUSING ACT DESIGN
 MANUAL PART TWO:CHAPTER 7.
 6) SHTS. A-6.5.1 THROUGH A-6.5.4 - CLEARLY
 MARK/IDENTIFY THE REQUIRED CLEAR FLOOR SPACE FOR THE
 WATER CLOSETS ON THE PLANS AND SHOW THE DIMENSIONS. THE
 CLEAR FLOOR SPACE FOR THE WATER CLOSETS SHALL BE 66
 INCHES DEEP MINIMUM BY 48 INCHES WIDE MINIMUM, 56
 INCHES DEEP MINIMUM BY 48 INCHES WIDE MINIMUM, OR 56
 INCHES DEEP MINIMUM BY 60 INCHES WIDE MINIMUM DEPENDING
 ON THE DIRECTION OF APPROACH TO THE WATER CLOSET BY A
 PERSON USING A WHEELCHAIR. FAIR HOUSING ACT DESIGN
 MANUAL PART TWO, CHAPTER 7.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2017-12-21 Cont ID  
Sent By tklarge Date 2017-12-21 Time 06:53 Rev Time 0.00
Received By tklarge Date 2017-12-21 Time 05:52 Sent To I
Notes
2017-12-21 05:53:061) SHT. A-1.4 - ROOF DRAINAGE CALCULATIONS - THE
 PRIMARY ROOF DRAINAGE SYSTEM SHALL BE SIZED IN
 ACCORDANCE WITH TABLES 1106.2 (1), 1106.2 (2), AND
 1106.3 NOT TABLE 1106.7 AS NOTED. REVISE THE NOTE.
 ALSO, PLEASE REFER THE ROOF AREA TO BEING DRAINED AS
 "ROOF AREA" INSTEAD OF "FLOOR AREA."
 2) SHT.A-1.4 - CLARIFY WHY THE STAIR ROOF DRAINAGE IS
 CALCULATED AT 50%. WHY ISN'T THE STAIR ROOF AREA
 CALCULATED AT 100%? CLARIFY.IF THE STAIR ROOF HAS A
 PARAPET WALL THEN 1/2 OF THE AREA OF THE ENTIRE PARAPET
 WALL SHALL BE ADDED TO 100% OF THE ROOF AREA OF STAIR
 ROOF. 2014 FBC-PLUMBING SEC. 1106.4.
 3) SHT. A-1.4 - ROOF DRAIN CALCULATIONS SHOW THE AREAS
 DRAINED AS ALL BEING LESS THAN 928 SQ. FT. WHERE IS THE
 928 NUMBER COMING FROM AND WHY IS IT BEING USED?
 CLARIFY.
 4) SHTS. A-6.5.1 THROUGH A-6.5.4 - SHOW ON THE FHA
 FLOOR PLANS OF THE UNITS THAT THE REQUIRED 48 INCH DEEP
 BY 30 INCH WIDE CLEAR FLOOR SPACE FOR THE LAVATORIES IS
 CENTERED ON THE FIXTURE ( LAVATORY) AS REQUIRED BY THE
 FAIR HOUSING ACT DESIGN MANUAL PART TWO: CHAPTER 7 OR
 PLACE A NOTE ON THE PLANS STATING SUCH. THIS ALSO
 APPLIES TO FIXTURES AND APPLIANCES IN THE KITCHEN.
 5) SHTS. A-6.5.1 THROUGH A-6.5.4 - CLEARLY
 MARK/IDENTIFY THE REQUIRED CLEAR FLOOR SPACE FOR THE
 WATER CLOSETS ON THE PLANS AND SHOW THE DIMENSIONS. THE
 CLEAR FLOOR SPACE FOR THE WATER CLOSETS SHALL BE 66
 INCHES DEEP MINIMUM BY 48 INCHES WIDE MINIMUM, 56
 INCHES DEEP MINIMUM BY 48 INCHES WIDE MINIMUM, OR 56
 INCHES DEEP MINIMUM BY 60 INCHES WIDE MINIMUM DEPENDING
 ON THE DIRECTION OF APPROACH TO THE WATER CLOSET BY A
 PERSON USING A WHEELCHAIR. FAIR HOUSING ACT DESIGN
 MANUAL PART TWO, CHAPTER 7.
 6) CLARIFY THE USE/REASON FOR THE T- SHAPED TURNING
 SPACE SHOWN ON THE PLANS. THIS DOES NOT APPEAR TO BE
 COMPLIANT WITH THE FAIR HOUSING ACT DESIGN MANUAL IF
 THIS IS BEING USED FOR THE REQUIRED CLEAR FLOOR SPACE
 FOR THE WATER CLOSET.. THIS DETAIL APPEARS ON SEVERAL
 SHEETS.
 7) SHTS. A-6.5.1 THROUGH A-6.5.4 - SHOW THE LENGTHS OF
 ALL REINFORCING FOR THE GRAB BARS FOR ALL FIXTURES ON
 THE PLAN. WPB AMEND. TO FBC SEC. 107.2.1, FHA DESIGN
 MANUAL PART TWO: CHAPTER 6.
 8) SHT.A-6.5.1 - DETAIL #1 - SHOW THE MINIMUM AND
 MAXIMUM HEIGHTS OF THE REINFORCEMENT FOR THE TUB
 CONTROL WALL. SHOW THE LENGTH OF THE REINFORCEMENT.
 COMPLY WITH FHA DESIGN MANUAL PART TWO: CHAPTER 6.
 9) SHT. A-6.5.1 - DETAIL #2 - THE ENDS OF THE GRAB BAR
 REINFORCEMENT FOR THE BATHTUB SHALL BE LOCATED A
 MAXIMUM OF 6 INCHES IN FROM THE SIDE WALLS OF THE TUB
 IN ACCORDANCE WITH THE FHA DESIGN MANUAL PART TWO:
 CHAPTER 6. SHOW THE LENGTH OF THE REINFORCEMENT ON THE
 DETAIL.
 10) SHT. A-6.5.2 - DETAIL #1 - SHOW THE MINIMUM AND
 MAXIMUM HEIGHT OF THE REINFORCEMENT FOR THE GRAB BAR
 FOR THE TUB ON THE CONTROL WALL. SHOW THE LENGTH OF THE
 REINFORCEMENT. COMPLY WITH FHA DESIGN MANUAL PART TWO:
 CHAPTER 6.
 11) SHT. A-6.5.2 - DETAIL #4 - THE ENDS OF THE GRAB BAR
 REINFORCEMENT FOR THE BATHTUB SHALL BE LOCATED A
 MAXIMUM OF 6 INCHES IN FROM THE SIDE WALLS OF THE TUB
 IN ACCORDANCE WITH THE FHA DESIGN MANUAL PART TWO:
 CHAPTER 6.SHOW THE LENGTH OF THE REINFORCEMENT ON THE
 DETAIL.
 12) SHT. A-6.5.3 - DETAIL #2 - THE ENDS OF THE GRAB BAR
 REINFORCEMENT FOR THE BATHTUB SHALL BE LOCATED A
 MAXIMUM OF 6 INCHES IN FROM THE SIDE WALLS OF THE TUB
 IN ACCORDANCE WITH THE FHA DESIGN MANUAL PART TWO:
 CHAPTER 6.SHOW THE LENGTH OF THE REINFORCEMENT ON THE
 DETAIL.
 13) SHT. A-6.5.4 - DETAIL #1 - SHOW THE MINIMUM AND
 MAXIMUM HEIGHT OF THE REINFORCEMENT FOR THE TUB CONTROL
 WALL. ALSO, SHOW THE MINIMUM AND MAXIMUM HEIGHTS FOR
 THE REINFORCEMENT FOR THE TOILET.SHOW THE LENGTHS OF
 THE REINFORCEMENT ON THE DETAIL. COMPLY WITH FHA DESIGN
 MANUAL PART TWO: CHAPTER 6.
 14) SHT. A-6.5.4 - DETAIL # 2 - THE ENDS OF THE GRAB
 BAR REINFORCEMENT FOR THE BATHTUB SHALL BE LOCATED A
 MAXIMUM OF 6 INCHES IN FROM THE SIDE WALLS OF THE TUB
 IN ACCORDANCE WITH THE FHA DESIGN MANUAL PART TWO:
 CHAPTER 6.SHOW THE LENGTH OF THE REINFORCEMENT ON THE
 DETAIL.
 15) SHT. A-6.5.4 - DETAIL #3 - SHOW THE MINIMUM AND
 MAXIMUM HEIGHT OF THE REINFORCEMENT FOR THE TUB AND
 SHOW THE MINIMUM LENGTH OF THE REINFORCEMENT ON THE
 DETAIL. COMPLY WITH FHA DESIGN MANUAL PART TWO: CHAPTER
 6.
 16) SHT. A-6.7.1 & A-6.7.2. - INDICATE ON THE PLAN IF
 THE ELEVATOR IS OF A TRACTION TYPE OR HYDRAULIC. IF THE
 ELEVATOR IS HYDRAULIC, THEN AN OIL SEPARATOR IS
 REQUIRED ON THE DISCHARGE FROM THE ELEVATOR SUMP PER
 THE 2014 FBC-PLUMBING SEC.1003.4.EXCEPTION: AN OIL
 SEPARATOR IS NOT REQUIRED IN HYDRAULIC ELEVATOR PITS
 WHERE AN APPROVED ALARM SYSTEM IS INSTALLED. IF THE
 INTENT IS TO USE THE GOULD PUMPS, THIS WOULD NOT MEET
 THE INTENT OF THE PLUMBING CODE.
 17) IF THE ELEVATOR IS HYDRAULIC, THE ELEVATOR CYLINDER
 SHALL BE PROTECTED AGAINST ELECTROLYSIS IN ACCCORDANCE
 WITH THE 2014 FBC-BUILDING SEC.3011.1.
 18) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE WATER
 SUB-METER THAT IS LOCATED IN THE PLENUM CLOSET.
 MATERIALS LOCATED WITHIN PLENUMS SHALL COMPLY WITH 2014
 FBC-MECHANICAL, SEC.602.2.1.
 19) SHT.P-5 & P-5.1 - THE KITCHEN SINKS SHOWN ON THE
 WASTE STACKS ARE DRAWN AS S- TRAPPED. THE FIXTURE DRAIN
 SHALL CONNECT DIRECTLY INTO THE WASYE STACK. 2014
 FBC-PLUMBING SEC.913.
 20) CLEARLY LABEL THE RISER LOCATIONS ON SHTS. P-1
 THROUGH P-4 AND ALSO ON THE FLOOR PLANS OF THE UNITS ON
 SHTS.P-8 & P-9. WPB AMEND. TO FBC SEC. 107.3.5.1.3.
 21) THE DRAIN LINE FROM THE ELEVATOR SUMPS SHALL BE
 EQUIPPED WITH A FULL OPEN SHUTOFF VALVE. THE FULL OPEN
 SHUTOFF VALVE SHALL BE LOCATED ON THE DISCHARGE SIDE OF
 THE CHECK VALVE.. 2014 FBC-PLUMBING SEC. 712.2.
 22) SHT. P-5 - THE TWO FLOOR DRAINS ABOVE THE TRASH AND
 PUMP ROOM ARE NOT PROPERLY VENTED AND APPEAR TO EXCEED
 THE ALLOWABLE DISTANCE OF A TRAP TO A VENT PER 2014
 FBC-PLUMBING TABLE 909.1, 901.2, 901.2.1.
 23) SHT. P-5.1 - THE WASTE STACKS FOR THE WASHING
 MACHINES SHALL HAVE A STACK VENT THROUGH THE ROOF.
 FBC-PLUMBING SEC. 913.3.
 24) SHTS. P- 1 THROUGH P-4 - IDENTIFY AND SHOW THE
 LOCATIONS OF THE SANITARY AND WATER RISERS ON THE
 PLANS.
 25) SHT.P-6 - THE HOSE BIBBS SHALL BE EQUIPPED WITH
 SHUTOFF VALVES. 2014 FBC-PLUMBING SEC. 606.2.
 26) SHT. P-6 - THE BACKFLOW ON THE FLUSHING RING SHALL
 BE LEAD FREEE. FBC-PLUMBING SEC.605.2.1.
 27) SHT.P-7 - CLEANOUTS ARE REQUIRED AT THE BASE OF THE
 STORM DRAIN RISERS AND HORIZONTAL PIPING PER 2014
 FBC-PLUMBING SEC.1101.8, 708.
 28) SHTS. P-8 & P-9 - THE FLOOR PLAN SHOWS AN 1 1/2
 INCH WATER HEATER DRAIN AND SHTS. M-5 & P-7 SHOW 2
 INCH. CLARIFY.
 29) SHT. P-10 - THE AHU & WATER HEATER DRAIN DETAIL
 SHOWS THE HEATER PAN WITH A MINIMUM OF 1 INCH HIGH
 SIDES. FBC-PLUMBING SEC.504.7.1 REQUIRES THE SIDES TO
 BE A MINIMUM OF 1 1/2 INCHES.
 30) SUBMIT MANUFACTURER'S SPECIFICATIONS/INSTALLATION
 MANUAL FOR THE OIL MINDER PUMP/ALARM SYSTEM.
 31) SHT. P-6 - THE WATER RISER SHOWS THE CONTINUATION
 OF THE WATER LINE FROM THE DOMESTIC PUMP TO SHT. P-
 6.1. THIS DOES NOT CORRELATE WITH SHT. 6.1.WHAT IS THE
 SIZE OF THE WATER LINE AT THE FULLY OPEN VALVE AT THE
 DOMESTIC PUMP? WHERE DOES IT CONTINUE? THIS LINE IS NOT
 SHOWN ON SHT. P-6.1. SHT. P-6.1 ONLY SHOWS ONE 2 INCH
 WATER LINE.CLARIFY.
 32.) SHT. 6 OF THE CIVIL DRAWINGS SHOWS A 3 INCH WATER
 SERVICE TO THIS BUILDING. WHERE IS THIS LINE ON SHT.
 P-6 OR SHT. P-6.1? CLARIFY.
 33) THERE ARE LOOSE PLUMBING SHEETS IN THE PLAN SET.
 PLEASE SECURE THE SHEETS TO THE MAIN SET.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
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***NONE***
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Notes
2018-01-03 08:26:13****PLAN REVIEW COMMENTS****
  
 ART LANGE BUILDING PLANS EXAMINER
  
 DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33402
  
 561-805-6718 [email protected]
  
 PROVIDE ROOFING PRODUCT APPROVALS AND SHOP DRAWINGS FOR
 ROOF SYSTEM FOR REVIEW.
  
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Notes
2018-01-03 15:01:23THRESHOLD INSPECTOR AGREEMENT RECEIVED AND FORWARDED TO
 KEN CONRAD.
  
 GFA ENVIRONMENT PAUL DANFORTH PE 446653 SI 1103
  
 NOEL WOODALL BN 2505 PX 1224
  
 MARK SHARMAN BN 4742
  
 CARL CROOK BN 3909
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Notes
2017-12-12 11:55:07PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]


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