Plan Review Details - Permit 16010427
Plan Review Stops For Permit 16010427
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2016-09-14 Cont ID  
Sent By jwitmer Date 2016-09-14 Time 07:20 Rev Time 0.00
Received By jwitmer Date 2016-09-14 Time 06:54 Sent To  
Notes
2016-09-14 07:07:21BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16010427
 ADD: 7150 OKEECHOBEE BLVD. BLDG. TYPE II/ BLDG. # 4.
 CONT: ELEV8 CONSTRUCTION CO. / STEVE NAPIER
 TEL: 561-891-0414
 E-MAIL: [email protected]
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 4TH REVIEW
 DATE: WED. SEPT. 14/2016
 NOTE: THIS REVIEW IS FOR BUILDING TYPE II, NOT FOR THE
 SITE PLAN, OR ANY ASSOCIATED AMENITIES.
 SITE SOILS REPORT : SEE PERMIT: 16020377 RECREATION/
 LEASE CENTER
  
 ACTION: BUILDING PROVISO
  
 1) BUILDING PROVISO: PRODUCT APPROVALS TO BE DEFERRED
 SUBMITTALS. 107.3.4.1 THOSE PRODUCTS WHICH ARE
 REGULATED BY DCA RULE 9N-3 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL. COMPONENTS &
 CLADDING. 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31)
 SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT
 WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS 7 ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 2A) DEFERRED SUBMITTALS. NOTE THIS NOTE APPLIES TO
 FLOORS 2-4 ONLY. FBC-B 2014 1207.3 STRUCTURE-BORNE
 SOUND. FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS
 OR BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA
 WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION
 CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD
 TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492.
  
 2B) DEFERRED SUBMITTAL. THIS NOTE APPLIES TO WALLS ON
 ALL FLOORS. WALL TYPES FOUND ON SHEET A8.01, THE WALL
 TYPES DO NOT PROVIDE THE REQUIRED STC RATING NOR TEST
 RESULTS IN ACCORDANCE WITH: FBC-B 2014 1207.2 AIR-BORNE
 SOUND. WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES
 SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM
 PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION
 CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED)
 FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM
 E 90.
  
 2C) DEFERRED SUBMITTAL. NOTE THIS IS A VERY RESTRICTIVE
 REQUIREMENT!!! TYPE III-TYPE V CONSTRUCTION: FBC-B-2014
 720.2 CONCEALED INSTALLATION. INSULATING MATERIALS,
 WHERE CONCEALED AS INSTALLED IN BUILDINGS OF ANY TYPE
 OF CONSTRUCTION, SHALL HAVE A FLAME SPREAD INDEX OF NOT
 MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE
 THAN 450.
  
 3) PROVISO: THE GARAGES ALL SHOW ON SHEET E1.01 & E5.01
 CIRCUITRY TO INCLUDE A GARAGE DOOR OPENER. PLEASE
 PROVIDE COMPLIANCE WITH THE 2014 FBC-B 406.3.5
 AUTOMATIC GARAGE DOOR OPENERS. AUTOMATIC GARAGE DOOR
 OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE
 WITH UL 325. IF THERE IS A POWER FAILURE OR A
 MECHANICAL BREAKDOWN WITHOUT ANY OTHER MEANS OF EGRESS
 HOW WILL ENTRY INTO A GARAGE BE ACHIEVED. 107.2.1.3.
 ADDITIONAL INFORMATION IS REQUIRED.
  
 4) PROVISO: SHEET A8.02 DETAIL # 11 SHOWS A SLIDING
 GLASS DOOR. THE HEIGHT OF THE SLIDING GLASS DOOR SILL
 WILL BE DETERMINED BY THE SLIDING GLASS DOOR PRODUCT
 APPROVAL AND ASSOCIATED PRESSURES. SHEET A8.02 .
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2016-07-19 Cont ID  
Sent By jwitmer Date 2016-07-19 Time 10:53 Rev Time 0.00
Received By jwitmer Date 2016-07-19 Time 09:50 Sent To  
Notes
2016-07-19 10:53:23BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16010427
 ADD: 7150 OKEECHOBEE BLVD. BLDG. TYPE II/ BLDG. # 4.
 CONT: ELEV8 CONSTRUCTION CO. / STEVE NAPIER
 TEL: 561-891-0414
 E-MAIL: [email protected]
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 3RD REVIEW
 DATE: TUES. JULY 19/2016
 ACTION: DENIED
  
 NOTE: THIS REVIEW IS FOR BUILDING TYPE II, NOT FOR THE
 SITE PLAN, OR ANY ASSOCIATED AMENITIES.
  
 1) UNDER REVIEW AND CONSIDERATION BY THE BUILDING
 OFFICIAL. THE PERMIT APPLICATION VALUE OF $2,800,000.00
 DOLLARS IS LOW. THE AUGUST 2015 ICC VALUATION TABLES
 LIST THE VALUE AT: BUILDING TYPE: III B AT
 $5,975.852.00 DOLLARS.
 NOTE, THE MEP AND ROOFING PERMITS, ARE SUB-PERMITS AND
 IF NOT SUBMITTED AT THE TIME OF PERMIT ARE A $80.00
 SUB-PERMIT AND ARE INCLUDED IN THE VALUE OF THE
 BUILDING COST. ALL OTHER SUB-PERMITS ARE FEED PERMITS.
 PLEASE PROVIDE A LIST OF ALL OTHER SUB-PERMITS FOR THE
 BUILDING, SUBMIT A LIST OF PERMITS AND BREAK-OUT THE
 VALUE FROM THE TOTAL COST TO DETERMINE THE FINAL
 VALUATION OF THE BUILDING PERMIT.
 W P B ADMINISTRATIVE CODE 108.2 SCHEDULE OF PERMIT
 FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS,
 MECHANICAL AND PLUMBING SYSTEMS OR ALTERATIONS
 REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID
 AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE
 ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY.
 108.3* BUILDING PERMIT VALUATION.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, 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.) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 2) COMPLIED. THRESHOLD BUILDING
  
 2F) INFORMATIONAL. 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.
  
 2G) NOTICE ONLY, NO ACTION IS REQUIRED. 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.
  
 2H) NOTICE ONLY, NO ACTION IS REQUIRED. 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.
  
 3-5) COMPLIED
  
 6) SEMI-COMPLIED. ENERGY CALCULATIONS WERE SUBMITTED
 DIGITALLY. PLEASE NOTE THAT THEY DO NOT HAVE AN
 ELECTRONIC SIGNATURE. IF THE DESIGNER DOES NOT SIGN
 THEM ELECTRONICALLY, PLEASE SUBMIT AN ORIGINAL SIGNED
 AND SEALED SET OF CALCULATIONS, THEY THEN WILL BE FILED
 WITH THE OTHER PAPER DOCUMENTS FOR THIS PERMIT.
  
 7) BUILDING PROVISO: SHORING & RESHORING PLANS TO BE
 SUBMITTED AS A DEFERRED SUBMITTAL, TO BE REVIEWED BY
 THE ENGINEER OF RECORD, APPROVED BEFORE SUBMITTAL TO
 THE BUILDING DEPARTMENT.
  
 8) COMPLIED.
  
  
 9A-E) ) BUILDING PROVISO: PRODUCT APPROVALS TO BE
 DEFERRED SUBMITTALS.
  
 9B) DEFERRED SUBMITTALS: COMPONENTS & CLADDING. 2014
 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF
 PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE
 PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS 7 ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 9C) DEFERRED SUBMITTALS: 107.3.4.1 THOSE PRODUCTS WHICH
 ARE REGULATED BY DCA RULE 9N-3 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 9D) DEFERRED SUBMITTALS: FOR ALL PRODUCTS WITH GLAZING,
 PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF
 GLAZING, MULLION INFORMATION IF REQUIRED, ATTACHMENTS
 AND ASSOCIATE PRESSURES FOR EACH OPENING.
  
 9E) DEFERRED SUBMITTALS: FOR ALL ROOFING PRODUCTS
 PLEASE IDENTIFY ALL ROOFING SUB-SYSTEMS AND THEIR
 ASSOCIATED PRESSURES FOR ROOF ZONE # 1. REVIEW THE
 PRODUCT APPROVAL LIMITATIONS, IF ENHANCED FASTENING IS
 ALLOWED. IF SO RAS 117 CALCULATIONS ARE REQUIRED BY
 EITHER A FLORIDA ARCHITECT OR ENGINEER.
  
 9F) COMPLIED. A/C STANDS. ,
  
 10A) DEFERRED SUBMITTALS. NOTE THIS NOTE APPLIES TO
 FLOORS 2-4 ONLY. FBC-B 2014 1207.3 STRUCTURE-BORNE
 SOUND. FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS
 OR BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA
 WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION
 CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD
 TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492.
  
 10B) DEFERRED SUBMITTAL. THIS NOTE APPLIES TO WALLS ON
 ALL FLOORS. WALL TYPES FOUND ON SHEET A8.01, THE WALL
 TYPES DO NOT PROVIDE THE REQUIRED STC RATING NOR TEST
 RESULTS IN ACCORDANCE WITH: FBC-B 2014 1207.2 AIR-BORNE
 SOUND. WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES
 SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM
 PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION
 CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED)
 FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM
 E 90.
  
 10C) DEFERRED SUBMITTAL. NOTE THIS IS A VERY
 RESTRICTIVE REQUIREMENT!!!
 TYPE III-TYPE V CONSTRUCTION: FBC-B-2014 720.2
 CONCEALED INSTALLATION.
 INSULATING MATERIALS, WHERE CONCEALED AS INSTALLED IN
 BUILDINGS OF ANY TYPE OF CONSTRUCTION, SHALL HAVE A
 FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A
 SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450.
 FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS
 A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL
 MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A
 MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
  
 11) 1ST FLOOR/ SHEET A2.02.II,
  
 11A-D COMPLIED.
  
 11E) PROVISO: THE GARAGES ALL SHOW ON SHEET E1.01 &
 E5.01 CIRCUITRY TO INCLUDE A GARAGE DOOR OPENER. PLEASE
 PROVIDE COMPLIANCE WITH THE 2014 FBC-B 406.3.5
 AUTOMATIC GARAGE DOOR OPENERS. AUTOMATIC GARAGE DOOR
 OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE
 WITH UL 325. IF THERE IS A POWER FAILURE OR A
 MECHANICAL BREAKDOWN WITHOUT ANY OTHER MEANS OF EGRESS
 HOW WILL ENTRY INTO A GARAGE BE ACHIEVED. 107.2.1.3.
 ADDITIONAL INFORMATION IS REQUIRED.
  
 11F-L)COMPLIED.
  
 12-14) COMPLIED.
  
 15) PROVISO: SHEET A8.02 DETAIL # 11 SHOWS A SLIDING
 GLASS DOOR. THE HEIGHT OF THE SLIDING GLASS DOOR SILL
 WILL BE DETERMINED BY THE SLIDING GLASS DOOR PRODUCT
 APPROVAL AND ASSOCIATED PRESSURES. SHEET A8.02 .
  
 16-18) COMPLIED.
  
 19) COMPLIED.
  
 20) 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.
  
 21) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-04-19 Cont ID  
Sent By jwitmer Date 2016-04-19 Time 09:56 Rev Time  
Received By jwitmer Date   Time   Sent To  
Notes
2016-05-02 09:55:54BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16010427
 ADD: 7150 OKEECHOBEE BLVD. BLDG. TYPE II/ BLDG. # 4.
 CONT: ELEV8 CONSTRUCTION CO. / STEVE NAPIER
 TEL: 561-891-0414
 E-MAIL: [email protected]
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2ND REVIEW
 DATE: TUES. APRIL 19/2016
 ACTION: DENIED
  
 NOTE: THIS REVIEW IS FOR BUILDING TYPE II, NOT FOR THE
 SITE PLAN, OR ANY ASSOCIATED AMENITIES.
  
 1) 2ND REQUEST . THE PERMIT APPLICATION VALUE OF
 $2,800,000.00 DOLLARS IS LOW. THE AUGUST 2015 ICC
 VALUATION TABLES LIST THE VALUE AT: BUILDING TYPE: III
 B AT $5,975.852.00 DOLLARS.
 NOTE, THE MEP AND ROOFING PERMITS, ARE SUB-PERMITS AND
 IF NOT SUBMITTED AT THE TIME OF PERMIT ARE A $80.00
 SUB-PERMIT AND ARE INCLUDED IN THE VALUE OF THE
 BUILDING COST. ALL OTHER SUB-PERMITS ARE FEED PERMITS.
 PLEASE PROVIDE A LIST OF ALL OTHER SUB-PERMITS FOR THE
 BUILDING, SUBMIT A LIST OF PERMITS AND BREAK-OUT THE
 VALUE FROM THE TOTAL COST TO DETERMINE THE FINAL
 VALUATION OF THE BUILDING PERMIT.
 W P B ADMINISTRATIVE CODE 108.2 SCHEDULE OF PERMIT
 FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS,
 MECHANICAL AND PLUMBING SYSTEMS OR ALTERATIONS
 REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID
 AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE
 ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY.
 108.3* BUILDING PERMIT VALUATION.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, 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.) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 2) PLEASE NOTE THIS 4 STORY BUILDING IS CONSIDERED A
 THRESHOLD BUILDING BY STATE STATUTE, THRESHOLD BUILDING
 FL S. S. 553.71(7) ?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.
  
 2A) 2ND REQUEST. 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.
  
 2B) COMPLIED/ MAY 02/16. 2ND REQUEST. THRESHOLD
 INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B. CONSTRUCTION
 SERVICES DEPARTMENT REQUEST FOR THRESHOLD BUILDINGS A
 SPECIAL INSPECTOR AS REQUIRED BY FL S S 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.
  
 2C) COMPLIEDW.P.B. AMENDMENT 110.3.7.4.4 / 633 FLORIDA
 STATUTE.
  
 2D) COMPLIED/ MAY 02/16.2ND REQUEST. 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, A INTERVIEW
 MAYBE SCHEDULED. UNDER NO CIRCUMSTANCES WILL AN
 INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST MEETING
 THE ABOVE CRITERIA.
  
 2E) COMPLIED ? MAY 02/16. 2ND REQUEST. THE CONTRACTOR
 WILL PRODUCE A JOB SUMMARY OR HISTORY FOR THIS TYPE OF
 CONSTRUCTION.
  
 2F) NOTICE: 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..
  
 2G) NOTICE ONLY, NO ACTION IS REQUIRED. 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.
  
 2H) NOTICE ONLY, NO ACTION IS REQUIRED. 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) COMPLIED. ADDRESSING.
  
 4) 2ND REQUEST. SOILS REPORT: TIERRA SOUTH FLORIDA FILE
 NO. 7111-15-038. IN THIS REPORT THE CONFIRMATION STUDY
 WILL INCLUDE SOFT SEDIMENT PROBES AT THE BOTTOM OF THE
 EXISTING POND. ONCE BUILDING LOADING INFORMATION
 BECOMES AVAILABLE, THEN WE CAN ISSUE A DESIGN ORIENTED
 GEOTECHNICAL REPORT THAT MAY INCLUDE REVISING SOME OF
 THE RECOMMENDATIONS PRESENTED IN THIS PRELIMINARY
 REPORT. IT APPEARS THE BUILDINGS 1 & 2 MAY BE LOCATED
 IN A PORTION OF THE EXISTING POND AND FURTHER TESTING
 MAY BE REQUIRED. THIS REPORT IS ALSO WRITTEN FOR 5
 STORY BUILDINGS NOT FOUR STORY BUILDINGS THAT MAY ALSO
 BECOME A FACTOR FOR LOADING CONCERNS.
 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL.
 WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY
 OF THE SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE
 SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE
 BUILDING OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
 GEOTECHNICAL INVESTIGATION BE CONDUCTED.
  
 5) 2ND REQUEST. MISSING FROM THE SUPPORTING DOCUMENT
 FOLDER IS A SURVEY. 2014 FLORIDA BUILDING CODE W 2014
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 107.3.5 MINIMUM PLAN
 REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 SURVEY / FLOOD ZONE
  
 6) UNDER THE 2014 ENERGY CODE THIS 4 STORY/ R2
 OCCUPANCY IS CONSIDERED A COMMERCIAL BUILDING.
 RESIDENTIAL BUILDING. FOR THE PURPOSE OF THIS CODE,
 INCLUDES GROUP R-3 BUILDINGS, AS WELL AS GROUP R-2 AND
 R-4 BUILDINGS THREE STORIES OR LESS IN HEIGHT ABOVE
 GRADE PLANE.
  
 2014 FBC-ENERGY CODE C401.2. COMMERCIAL BUILDINGS SHALL
 COMPLY WITH ONE OF THE FOLLOWING:
 1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1.
 2. THE REQUIREMENTS OF SECTIONS C402, C403, C404 AND
 C405. IN ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY
 WITH EITHER SECTION C406.2, C406.3 OR C406.4.
 3. THE REQUIREMENTS OF SECTION C407, C402.4, C403.2,
 C404, C405.2, C405.3, C405.4, C405.6 AND C405.7. THE
 BUILDING ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85
 PERCENT OF THE STANDARD REFERENCE DESIGN BUILDING.
  
 7) COMPLIED.
  
 8A) ) COMPLIED. SHEET S-4 DOES PROVIDE PRESSURES IN 10
 SQ. FT., 20 SQ. FT., 50 SQ. FT. & 100 SQ. FOR THE WALL
 OPENING ZONES FOR ZONES 4 & 5. 2014 FBC-B 1603.1.4 WIND
 DESIGN DATA, WIND DESIGN PRESSURES.
  
 8B) SEMI -COMPLIED. NOTE THERE WAS A ROOF ZONE LAYOUT
 CHART FOR ROOF ZONES 1,2 AND 3 AND THE CALCULATIONS
 (STATING VASD) FOR 10 SQ. FT., 20 SQ. FT., 50 SQ. FT. &
 100 SQ. FT. THE ISSUE IS THERE NEEDS TO BE (2) CHARTS
 ONE FOR FLAT ROOFS IN VASD AND ONE WITH ASSOCIATED
 PRESSURES FOR SLOPED ROOFS 5:12. 2014 FBC-B 1603.1.4
 WIND DESIGN DATA, WIND DESIGN PRESSURES.
  
 9A-E) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 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.
  
 9B) DEFERRED SUBMITTALS: COMPONENTS & CLADDING. 2014
 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF
 PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE
 PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS 7 ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 9C) DEFERRED SUBMITTALS: 107.3.4.1 THOSE PRODUCTS WHICH
 ARE REGULATED BY DCA RULE 9N-3 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 9D) DEFERRED SUBMITTALS: FOR ALL PRODUCTS WITH GLAZING,
 PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF
 GLAZING, MULLION INFORMATION IF REQUIRED, ATTACHMENTS
 AND ASSOCIATE PRESSURES FOR EACH OPENING.
  
 9E) DEFERRED SUBMITTALS: FOR ALL ROOFING PRODUCTS
 PLEASE IDENTIFY ALL ROOFING SUB-SYSTEMS AND THEIR
 ASSOCIATED PRESSURES FOR ROOF ZONE # 1. REVIEW THE
 PRODUCT APPROVAL LIMITATIONS, IF ENHANCED FASTENING IS
 ALLOWED. IF SO RAS 117 CALCULATIONS ARE REQUIRED BY
 EITHER A FLORIDA ARCHITECT OR ENGINEER.
  
 9F) 2ND REQUEST. FOR ALL ROOF TOP EQUIPMENT, CURBS OR
 A/C STANDS, DETAILED ATTACHMENT TO THE ROOF DECK AS
 WELL AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT
 ABOVE. 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON
 STRUCTURAL MEMBERS AND THEIR CONNECTIONS SHALL BE
 DETERMINED BY METHODS OF STRUCTURAL ANALYSIS THAT TAKE
 INTO ACCOUNT EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC
 COMPATIBILITY AND BOTH SHORT- AND LONG-TERM MATERIAL
 PROPERTIES. EVERY STRUCTURE SHALL BE DESIGNED TO RESIST
 THE OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS?
  
 10)2ND REQUEST. THIS IS A GENERAL COMMENT THAT WILL
 PERTAIN TO ALL FLOORS. PLEASE PROVIDE TEST REPORTS
 SHOWING COMPLIANCE WITH:
  
 10A)2ND REQUEST. NOTE THIS NOTE APPLIES TO FLOORS 2-4
 ONLY. FBC-B 2014 1207.3 STRUCTURE-BORNE SOUND.
 FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR
 BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA
 WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION
 CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD
 TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492.
  
 10B)2ND REQUEST. THIS NOTE APPLIES TO WALLS ON ALL
 FLOORS. WALL TYPES FOUND ON SHEET A8.01, THE WALL TYPES
 DO NOT PROVIDE THE REQUIRED STC RATING NOR TEST RESULTS
 IN ACCORDANCE WITH: FBC-B 2014 1207.2 AIR-BORNE SOUND.
 WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES
 SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM
 PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION
 CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED)
 FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM
 E 90.
  
 10C) 2ND REQUEST. TYPE III-TYPE V CONSTRUCTION:
 FBC-B-2014 720.2 CONCEALED INSTALLATION.
 INSULATING MATERIALS, WHERE CONCEALED AS INSTALLED IN
 BUILDINGS OF ANY TYPE OF CONSTRUCTION, SHALL HAVE A
 FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A
 SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450.
 FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS
 A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL
 MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A
 MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
  
 11) 1ST FLOOR/ SHEET A2.02.II,
  
 11A) 2ND REQUEST, PLEASE SHOW THE WALL TAG ?D? AS
 INDICATED IN YOUR RESPONSE.
 COMMON CORRIDOR & BOTTOM RIGHT C-1. WALL TYPES NOT
 DEPICTED. IN SHEET A4.03 UNIT C,1 THE COMMON CORRIDOR
 TO THE RIGHT OF THE ENTRY DOOR IS IDENTIFIED WITH WALL
 TAG WALL TYPE (F). JUST TO THE LEFT OF THE ENTRY DOOR
 SHEET A2.02.1.1 INDICATES A ROOF DRAIN WALL TYPE IS NOT
 IDENTIFIED WITH A WALL TAG. ADDITIONAL INFORMATION
 REQUIRED FOR RATED WALL. 107.2.13. 2014 FBC-B 1018.1 &
 TABLE 1018.1. FOR THIS TYPE DETAIL THIS COMMENT WILL BE
 COMMON FOR ALL FLOORS.
  
 11B-D) COMPLIED>
  
 11E) PROVISO: THE GARAGES ALL SHOW ON SHEET E1.01 &
 E5.01 CIRCUITRY TO INCLUDE A GARAGE DOOR OPENER. PLEASE
 PROVIDE COMPLIANCE WITH THE 2014 FBC-B 406.3.5
 AUTOMATIC GARAGE DOOR OPENERS. AUTOMATIC GARAGE DOOR
 OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE
 WITH UL 325. IF THERE IS A POWER FAILURE OR A
 MECHANICAL BREAKDOWN WITHOUT ANY OTHER MEANS OF EGRESS
 HOW WILL ENTRY INTO A GARAGE BE ACHIEVED. 107.2.1.3.
 ADDITIONAL INFORMATION IS REQUIRED.
  
 11F)COMPLIED.
  
 11G) SEMI-COMPLIED. SHEET E-403 DOES NOT INDICATE THE
 SLEEPING ROOMS. THIS COMMENT COMMON TO ALL FLOORS.
 PLEASE NOTE WITHIN THIS SET OFF DOCUMENTS THERE ARE NO
 LIFE SAFETY SHEETS TO REVIEW. 2014 FBC-B 908.7 CARBON
 MONOXIDE PROTECTION. EVERY SEPARATE FOR WHICH A PERMIT
 FOR NEW CONSTRUCTION IS ISSUED AND HAVING A FOSSIL-FUEL
 BURNING HEATER OR APPLIANCE, A FIREPLACE, AN ATTACHED
 GARAGE, OR OTHER FEATURE, FIXTURE, OR ELEMENT THAT
 EMITS CARBON MONOXIDE AS A BYPRODUCT OF COMBUSTION
 SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM
 INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING
 PURPOSES IN THE NEW AT SUCH OTHER LOCATIONS AS REQUIRED
 BY THIS CODE.
 908.7.2 COMBINATION ALARMS. COMBINATION SMOKE/CARBON
 MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A
 NATIONALLY RECOGNIZED TESTING LABORATORY.
 THIS COMMENT COMMON TO ALL FLOORS. PLEASE NOTE WITHIN
 THIS SET OFF DOCUMENTS THERE ARE NO LIFE SAFETY SHEETS
 TO REVIEW. PLEASE IDENTIFY THESE ISSUES ON THE
 ARCHITECTURAL FLOOR PLANS SINCE THEY RELATE TO THE
 BUILDING CODE REQUIREMENTS.
 2014 FBC-B 908.7 CARBON MONOXIDE PROTECTION. EVERY
 SEPARATE FOR WHICH A PERMIT FOR NEW CONSTRUCTION IS
 ISSUED AND HAVING A FOSSIL-FUEL BURNING HEATER OR
 APPLIANCE, A FIREPLACE, AN ATTACHED GARAGE, OR OTHER
 FEATURE, FIXTURE, OR ELEMENT THAT EMITS CARBON MONOXIDE
 AS A BYPRODUCT OF COMBUSTION SHALL HAVE AN OPERATIONAL
 CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH
 ROOM USED FOR SLEEPING PURPOSES IN THE NEW AT SUCH
 OTHER LOCATIONS AS REQUIRED BY THIS CODE.
 908.7.2 COMBINATION ALARMS. COMBINATION SMOKE/CARBON
 MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A
 NATIONALLY RECOGNIZED TESTING LABORATORY.
  
 11H-11L) COMPLIED.
  
 12-14) COMPLIED.
  
 15) PROVISO: SHEET A8.02 DETAIL # 11 SHOWS A SLIDING
 GLASS DOOR. THE HEIGHT OF THE SLIDING GLASS DOOR SILL
 WILL BE DETERMINED BY THE SLIDING GLASS DOOR PRODUCT
 APPROVAL AND ASSOCIATED PRESSURES. SHEET A8.02 .
  
 16-18) COMPLIED.
  
 19) COMPLIED.
  
 20) 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.
  
 21) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-02-16 Cont ID  
Sent By jwitmer Date 2016-02-16 Time 13:08 Rev Time 0.00
Received By jwitmer Date 2016-02-11 Time 10:38 Sent To  
Notes
2016-02-16 13:08:11BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16010427
 ADD: 7000 OKEECHOBEE BLVD. BLDG. TYPE II
 CONT: ELEV8 CONSTRUCTION CO. / STEVE NAPIER
 TEL: 561-891-0414
 E-MAIL: [email protected]
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
 1ST REVIEW
 DATE: WED. FEB. 10/2016
 ACTION: DENIED
 NOTE: THIS REVIEW IS FOR BUILDING TYPE II, NOT FOR THE
 SITE PLAN, OR ANY ASSOCIATED AMENITIES.
 1) THE PERMIT APPLICATION VALUE OF $2,800,000.00
 DOLLARS IS LOW. THE AUGUST 2015 ICC VALUATION TABLES
 LIST THE VALUE AT: BUILDING TYPE: III B AT
 $5,975.852.00 DOLLARS.
 NOTE, THE MEP AND ROOFING PERMITS, ARE SUB-PERMITS AND
 IF NOT SUBMITTED AT THE TIME OF PERMIT ARE A $80.00
 SUB-PERMIT AND ARE INCLUDED IN THE VALUE OF THE
 BUILDING COST. ALL OTHER SUB-PERMITS ARE FEED PERMITS.
 PLEASE PROVIDE A LIST OF ALL OTHER SUB-PERMITS FOR THE
 BUILDING, SUBMIT A LIST OF PERMITS AND BREAK-OUT THE
 VALUE FROM THE TOTAL COST TO DETERMINE THE FINAL
 VALUATION OF THE BUILDING PERMIT.
 W P B ADMINISTRATIVE CODE 108.2 SCHEDULE OF PERMIT
 FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS,
 MECHANICAL AND PLUMBING SYSTEMS OR ALTERATIONS
 REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID
 AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE
 ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY.
 108.3* BUILDING PERMIT VALUATION.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, 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.) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
 2) PLEASE NOTE THIS 4 STORY BUILDING IS CONSIDERED A
 THRESHOLD BUILDING BY STATE STATUTE, THRESHOLD BUILDING
 FL S. S. 553.71(7) ?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.
  
 2A) 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.
 2B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S
 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.
 2C) THRESHOLD BLDG., 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.
 2D) 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,
 A INTERVIEW MAYBE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
 2E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
 2F) 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..
 2G) NOTICE ONLY, NO ACTION IS REQUIRED. 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.
 2H) NOTICE ONLY, NO ACTION IS REQUIRED. 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) PLEASE NOTE THE SITE ADDRESS HAS BEEN PROVIDED AS
 7000 OKEECHOBEE BLVD. PLEASE CONTACT THE CITY?S
 ADDRESSING SPECIALIST FOR ADDRESSING CONCERNS, EITHER
 STREET NAMES OR NUMERICAL ADDRESSES TO IDENTIFY EACH
 BUILDING. CITY MUNI CODE SEC.78-6 (1-7)
 (2) LOCATION, BUILDINGS CONTAINING MORE THAN ONE
 ADDRESS. ALL ADDRESSES SHALL BE POSTED ON THAT PORTION
 OF THE STRUCTURE FRONTING OR FACING UPON THE STREET OR
 PRINCIPAL VEHICULAR ACCESS TO THE PREMISES, SO AS TO BE
 READILY VISIBLE TO APPROACHING VEHICLES. OWNERS OR
 TENANTS OF ALL HOUSES AND BUILDINGS USING A SERVICE
 ALLEY SHALL ALSO POST A NUMBER ON THE SIDE OF THE
 BUILDINGS ADJACENT TO AND FACING SUCH ALLEY. IF THE
 HOUSE OR BUILDING IS OBSTRUCTED BY A FENCE, THEN THE
 NUMBER SHALL BE POSTED ON THE FENCE. THE PLACEMENT OF
 NUMBERS ON BUILDINGS OR FENCES, AS THE CASE MAY BE,
 SHALL BE SUBJECT TO THE DIRECTION OR APPROVAL OF THE
 CITY'S CONSTRUCTION SERVICES DEPARTMENT. BUILDINGS
 WHICH CONTAIN MORE THAN ONE RESIDENTIAL, COMMERCIAL,
 INDUSTRIAL, OR INSTITUTIONAL ADDRESS SHALL POST A
 SEPARATE ADDRESS MEETING THE REQUIREMENTS OF THIS
 SECTION AT THE EXTERIOR ENTRANCE TO EACH INDIVIDUAL
 ADDRESS OR COMMON EXTERIOR ENTRANCE TO SEVERAL
 ADDRESSES THEREIN, AND THE UNIT NUMBER SHALL ALSO BE
 POSTED ON THE EXTERIOR DOOR OF EACH UNIT SERVED BY SUCH
 A COMMON EXTERIOR ENTRANCE.
 (3) MONUMENT SIGNS. ALL MONUMENT SIGNS FOR MULTIPLE
 RESIDENTIAL, COMMERCIAL, INDUSTRIAL, OR INSTITUTIONAL
 DEVELOPMENTS SHALL POST THE ADDRESS RANGE FOR THE
 DEVELOPMENT. THE POSTED ADDRESS RANGE SHALL MEET THE
 REQUIREMENTS OF THIS SECTION.
 CONTACT: MICHAEL ORIO GIS SUPPORT SPECIALIST/
 INFORMATION TECHNOLOGY
 TEL: 561-494-1040
 4) SOILS REPORT: TIERRA SOUTH FLORIDA FILE NO.
 7111-15-038. IN THIS REPORT THE CONFIRMATION STUDY WILL
 INCLUDE SOFT SEDIMENT PROBES AT THE BOTTOM OF THE
 EXISTING POND. ONCE BUILDING LOADING INFORMATION
 BECOMES AVAILABLE, THEN WE CAN ISSUE A DESIGN ORIENTED
 GEOTECHNICAL REPORT THAT MAY INCLUDE REVISING SOME OF
 THE RECOMMENDATIONS PRESENTED IN THIS PRELIMINARY
 REPORT. IT APPEARS THE BUILDINGS 1 & 2 MAY BE LOCATED
 IN A PORTION OF THE EXISTING POND AND FURTHER TESTING
 MAY BE REQUIRED. THIS REPORT IS ALSO WRITTEN FOR 5
 STORY BUILDINGS NOT FOUR STORY BUILDINGS THAT MAY ALSO
 BECOME A FACTOR FOR LOADING CONCERNS.
 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL.
 WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY
 OF THE SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE
 SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE
 BUILDING OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
 GEOTECHNICAL INVESTIGATION BE CONDUCTED.
  
  
 5) MISSING FROM THE SUPPORTING DOCUMENT FOLDER IS A
 SURVEY. 2014 FLORIDA BUILDING CODE W 2014 WEST PALM
 BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
 1, ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA
 FOR BUILDINGS
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 SURVEY / FLOOD ZONE
  
 6) UNDER THE 2014 ENERGY CODE THIS 4 STORY/ R2
 OCCUPANCY IS CONSIDERED A COMMERCIAL BUILDING.
 RESIDENTIAL BUILDING. FOR THE PURPOSE OF THIS CODE,
 INCLUDES GROUP R-3 BUILDINGS, AS WELL AS GROUP R-2 AND
 R-4 BUILDINGS THREE STORIES OR LESS IN HEIGHT ABOVE
 GRADE PLANE.
  
 2014 FBC-ENERGY CODE C401.2. COMMERCIAL BUILDINGS SHALL
 COMPLY WITH ONE OF THE FOLLOWING:
 1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1.
 2. THE REQUIREMENTS OF SECTIONS C402, C403, C404 AND
 C405. IN ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY
 WITH EITHER SECTION C406.2, C406.3 OR C406.4.
 3. THE REQUIREMENTS OF SECTION C407, C402.4, C403.2,
 C404, C405.2, C405.3, C405.4, C405.6 AND C405.7. THE
 BUILDING ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85
 PERCENT OF THE STANDARD REFERENCE DESIGN BUILDING.
 6A) SEMI-COMPLIED. PLEASE PROVIDE HOW IN THE INPUT
 REPORT A R-VALUE OF 21.7 WILL BE ACHIEVED?
  
 6B) DISCREPANCY BETWEEN THE PLANS AND ENERGY INPUT
 REPORT. PAGE 29/30 THE REPORT INDICATES ON THE EXTERIOR
 WALL INSULATION TO BE LAYER # 4 (1004) RF INSULATION
 PREF, 1 ? INCH VERSES ON THE PLANS AL FOIL INSULATION
 R4.1.
  
 7) INCOMPLETE PLANS. THE INDEX SHEET SHOWS FOR
 STRUCTURAL SHEETS S1-S5 ARE TO BE WITHIN THIS SET OF
 DOCUMENTS. ONLY SHEET S-BUILDING III-ESS WAS UPLOADED
 S-1. THERE IS INSUFFICIENT INFORMATION TO DO A COMPLETE
 STRUCTURAL REVIEW.
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION:
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
 107.3.5.1.1.1 MINIMUM PLAN REVIEW CRITERIA FOR
 COMMERCIAL BUILDINGS
 (8) MISSING SHEETS S2 THROUGH S5. STRUCTURAL
 REQUIREMENTS SHALL INCLUDE:
 SOILS CONDITIONS/ ANALYSIS SEMI-COMPLIED FURTHER STUDY
 INDICATED IN REPORT.
 WIND REQUIREMENTS/ MISSING ROOF PRESSURES
 BUILDING ENVELOPE
 WALL SYSTEMS
 ROOF SYSTEMS
 THRESHOLD INSPECTION PLANS
 STAIR SYSTEMS / LIVE LOADS
 ELEVATOR, SHAFT WAY & PIT DESIGN
  
 8A) SHEET S-BUILDING I-ESS SHOWS THE WIND DESIGN
 PRESSURES AT 45 FEET ABOVE GRADE EXPOSURE C. A WIND
 LOAD CHART WAS PROVIDED FOR WALL ZONES 4 & 5. THE
 PRESSURES PROVIDED DO NOT STATE FOR HOW MANY SQUARE
 FEET THE CALCULATIONS WERE TAKEN FOR. PLEASE PROVIDE
 CALCULATIONS (STATING VASD) FOR 10 SQ. FT., 20 SQ. FT.,
 50 SQ. FT. & 100 SQ. FT. 2014 FBC-B 1603.1.4 WIND
 DESIGN DATA, WIND DESIGN PRESSURES.
 8B) NOTE THERE WASN?T A ROOF ZONE LAYOUT CHART FOR ROOF
 ZONES 1,2 AND 3 PROVIDED. . PLEASE PROVIDE CALCULATIONS
 (STATING VASD) FOR 10 SQ. FT., 20 SQ. FT., 50 SQ. FT. &
 100 SQ. FT. 2014 FBC-B 1603.1.4 WIND DESIGN DATA, WIND
 DESIGN PRESSURES.
 9A) MISSING FROM THE SUBMITTED DOCUMENT FILE WERE
 PRODUCT APPROVAL DOCUMENTS. EITHER THE DESIGNER OF
 RECORD OR CONTRACTOR CAN SUBMIT THE PRODUCT APPROVAL
 DOCUMENTS OR ELECT TO HAVE THESE DOCUMENTS BE
 CONSIDERED AS A DEFERRED SUBMITTAL. IF THEY PREFER THE
 PRODUCT APPROVALS TO BE DEFERRED SUBMITTALS THEY MUST
 STATE SO IN THE RESPONSE NARRATIVE.
 9B) COMPONENTS & CLADDING. 2014 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE
 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS 7 ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
 9C) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
 9D) FOR ALL PRODUCTS WITH GLAZING, PLEASE IDENTIFY THE
 OPENING WIDTH & HEIGHT, TYPE OF GLAZING, MULLION
 INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
 PRESSURES FOR EACH OPENING.
 9E) FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL
 ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR
 ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS,
 IF ENHANCED FASTENING IS ALLOWED. IF SO RAS 117
 CALCULATIONS ARE REQUIRED BY EITHER A FLORIDA ARCHITECT
 OR ENGINEER.
 9F) FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS,
 DETAILED ATTACHMENT TO THE ROOF DECK AS WELL AS FROM
 THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. 2014
 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS?
 10) THIS IS A GENERAL COMMENT THAT WILL PERTAIN TO ALL
 FLOORS. PLEASE PROVIDE TEST REPORTS SHOWING COMPLIANCE
 WITH:
 10A) NOTE THIS NOTE APPLIES TO FLOORS 2-4 ONLY. FBC-B
 2014 1207.3 STRUCTURE-BORNE SOUND. FLOOR/CEILING
 ASSEMBLIES BETWEEN DWELLING UNITS OR BETWEEN A DWELLING
 UNIT AND A PUBLIC OR SERVICE AREA WITHIN THE STRUCTURE
 SHALL HAVE AN IMPACT INSULATION CLASS (IIC) RATING OF
 NOT LESS THAN 50 (45 IF FIELD TESTED) WHEN TESTED IN
 ACCORDANCE WITH ASTM E 492.
 10B) THIS NOTE APPLIES TO WALLS ON ALL FLOORS. WALL
 TYPES FOUND ON SHEET A8.01, THE WALL TYPES DO NOT
 PROVIDE THE REQUIRED STC RATING NOR TEST RESULTS IN
 ACCORDANCE WITH: FBC-B 2014 1207.2 AIR-BORNE SOUND.
 WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES
 SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM
 PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION
 CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED)
 FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM
 E 90.
 10C) TYPE III-TYPE V CONSTRUCTION: FBC-B-2014 720.2
 CONCEALED INSTALLATION.
 INSULATING MATERIALS, WHERE CONCEALED AS INSTALLED IN
 BUILDINGS OF ANY TYPE OF CONSTRUCTION, SHALL HAVE A
 FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A
 SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450.
 FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS
 A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL
 MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A
 MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
 11) 1ST FLOOR/ SHEET A2.02.II:
 11A)SHEET A4.02 UNIT B1. COMMON CORRIDOR THE WALL TYPES
 ARE NOT DEPICTED FOR THE RESIDENTIAL UNITS. ADDITIONAL
 INFORMATION REQUIRED FOR RATED WALL. 107.2.1.3. IN UNIT
 TYPES B THE CORRIDOR AND PARKING GARAGE SHOWS AN ITEM
 11 A 4 INCH RAIN LEADERS THE WALL TYPE IS NOT
 IDENTIFIED.
 11B) THE COMMON CORRIDOR WALL (BLOCK WALL TYPE FOUND ON
 A8.01) THAT IS CALLED OUT IN ALL OF THE TENANT SUITES
 BUT THIS SHEET ONLY TELLS THE UL DESIGN NUMBER, THE
 COMPONENTS IN THE UL LISTING ARE NOT DEPICTED AS IN THE
 UL LISTING. THE OTHER ISSUE IS WITH THE UL LISTING FOR
 ALL BLOCK WALLS TO THE FLOOR/SLAB CEILING ASSEMBLY
 ABOVE, THE DECK TYPE IS UNKNOWN SINCE THE STRUCTURAL
 SHEETS WERE LEFT OUT FOR FLOOR SLABS 2-4 AND THE ROOF
 ASSEMBLY. HOW WILL COMPLIANCE WITH THE 2014 FBC-B 715.1
 GENERAL.
 JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE RATED
 WALLS, FLOOR OR FLOOR/CEILING ASSEMBLIES AND ROOFS OR
 ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED BY AN
 APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST
 THE PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE
 REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR
 ROOF IN OR BETWEEN WHICH IT IS INSTALLED.
 FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN
 ACCORDANCE WITH SECTION 715.3. DEPENDING ON THE MAKE UP
 OF THE FLOOR AND ROOF ASSEMBLIES THERE MAY BE
 DISSIMILAR MATERIALS.
 11C) COMMON COMMENT FOR ALL FLOORS. THE COMMON WALL
 BETWEEN ALL TENANT SUITES IDENTIFIED AS WALL TYPE A IS
 A DRYWALL AND METAL STUD WALL LISTED AS UL # 465. THERE
 IS NO SUCH LISTING. THERE IS A UL U465 PLEASE CORRECT
 PLANS AND PROVIDE THE BACKUP DETAILS FOR THE INSPECTOR
 TO BE ABLE TO REFER TO THE DETAIL FOR THE REQUIRED
 MAKE-UP OF THE SYSTEM. NOTE UL DOES NOT PROVIDE A STC
 RATING OF THE WALL. SINCE THIS WILL BE A WALL ASSEMBLY
 WITH DISSIMILAR MATERIALS TO THE FLOOR CEILING AND ROOF
 DECK ASSEMBLY HOW WILL THE FIRE RATING BE MAINTAINED IN
 ACCORDANCE WITH 2014 FBC-B 715.1 JOINTS INSTALLED IN OR
 BETWEEN FIRE-RESISTANCE RATED WALLS, FLOOR OR
 FLOOR/CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING
 ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED
 FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE
 PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE
 REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR
 ROOF IN OR BETWEEN WHICH IT IS INSTALLED.
 FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN
 ACCORDANCE WITH SECTION 715.3.
 715.3 FIRE TEST CRITERIA. FIRE-RESISTANT JOINT SYSTEMS
 SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF
 EITHER ASTM E 1966 OR UL 2079.
 11D) THE PRIVATE INDIVIDUAL GARAGES ONLY SHOW AN
 OVERHEAD GARAGE DOOR AS A MEANS OF EGRESS. THE
 EXCEPTION 1 OF 1008.1.2 DOES ALLOW FOR THE USE OF OTHER
 THAN A SWING TYPE DOOR WHEN THE OCCUPANT LOAD IS LESS
 THAN 10.
 11E) THE GARAGES ALL SHOW ON SHEET E1.01 & E5.01
 CIRCUITRY TO INCLUDE A GARAGE DOOR OPENER. PLEASE
 PROVIDE COMPLIANCE WITH THE 2014 FBC-B 406.3.5
 AUTOMATIC GARAGE DOOR OPENERS. AUTOMATIC GARAGE DOOR
 OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE
 WITH UL 325. IF THERE IS A POWER FAILURE OR A
 MECHANICAL BREAKDOWN WITHOUT ANY OTHER MEANS OF EGRESS
 HOW WILL ENTRY INTO A GARAGE BE ACHIEVED. 107.2.1.3.
 ADDITIONAL INFORMATION IS REQUIRED.
 11F)THIS COMMENT COMMON TO ALL FLOORS. PLEASE NOTE
 WITHIN THIS SET OFF DOCUMENTS THERE ARE NO LIFE SAFETY
 SHEETS TO REVIEW. PLEASE IDENTIFY THESE ISSUES ON THE
 ARCHITECTURAL FLOOR PLANS SINCE THEY RELATE TO THE
 BUILDING CODE REQUIREMENTS.
 11F)(1) 2014 FBC-B 420.5 SMOKE DETECTION AND FIRE ALARM
 SYSTEMS. FIRE ALARM SYSTEMS AND SMOKE ALARMS SHALL BE
 PROVIDED IN GROUP I-1, R-1 AND R-2 OCCUPANCIES IN
 ACCORDANCE WITH SECTIONS 907.2.6, 907.2.8 AND 907.2.9,
 RESPECTIVELY. SINGLE-OR MULTIPLE-STATION SMOKE ALARMS
 SHALL BE IN ACCORDANCE WITH SECTION 907.2.11.
 907.2.9 GROUP R-2. FIRE ALARM SYSTEMS AND SMOKE ALARMS
 SHALL BE INSTALLED IN GROUP R-2 OCCUPANCIES AS REQUIRED
 IN SECTIONS 907.2.9.1 THROUGH 907.2.9.3.
 11F)(2) 907.2.11.2 GROUPS R-2. 907.2.11.SINGLE- OR
 MULTIPLE-STATION SMOKE ALARMS SHALL BE INSTALLED AND
 MAINTAINED IN GROUPS R-2, R-3, R-4 AND I-1 REGARDLESS
 OF OCCUPANT LOAD AT ALL OF THE FOLLOWING LOCATIONS:
 1. ON THE CEILING OR WALL OUTSIDE OF EACH SEPARATE
 SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS.
 2. IN EACH ROOM USED FOR SLEEPING PURPOSES.
 11G) THIS COMMENT COMMON TO ALL FLOORS. PLEASE NOTE
 WITHIN THIS SET OFF DOCUMENTS THERE ARE NO LIFE SAFETY
 SHEETS TO REVIEW. PLEASE IDENTIFY THESE ISSUES ON THE
 ARCHITECTURAL FLOOR PLANS SINCE THEY RELATE TO THE
 BUILDING CODE REQUIREMENTS.
 2014 FBC-B 908.7 CARBON MONOXIDE PROTECTION. EVERY
 SEPARATE FOR WHICH A PERMIT FOR NEW CONSTRUCTION IS
 ISSUED AND HAVING A FOSSIL-FUEL BURNING HEATER OR
 APPLIANCE, A FIREPLACE, AN ATTACHED GARAGE, OR OTHER
 FEATURE, FIXTURE, OR ELEMENT THAT EMITS CARBON MONOXIDE
 AS A BYPRODUCT OF COMBUSTION SHALL HAVE AN OPERATIONAL
 CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH
 ROOM USED FOR SLEEPING PURPOSES IN THE NEW AT SUCH
 OTHER LOCATIONS AS REQUIRED BY THIS CODE.
 908.7.2 COMBINATION ALARMS. COMBINATION SMOKE/CARBON
 MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A
 NATIONALLY RECOGNIZED TESTING LABORATORY.
 11H)(1) THE PLANS INDICATE THIS IS A 4 STORY BUILDING
 WITH A TRAVEL DISTANCE OF 40 FEET. THIS INVOKES THE
 AMBULANCE STRETCHER REQUIREMENTS FOUND IN FBC-B 3002.4.
 PLEASE DEPICT COMPLIANCE WITH THIS CODE SECTION:
 3002.4 ELEVATOR CAR TO ACCOMMODATE AMBULANCE STRETCHER.
 ANY BUILDING THAT IS MORE THAN THREE STORIES HIGH OR IN
 WHICH THE VERTICAL DISTANCE BETWEEN THE BOTTOM TERMINAL
 LANDING AND THE TOP TERMINAL LANDING EXCEEDS 25 FEET
 (7620 MM), MUST BE CONSTRUCTED TO CONTAIN AT LEAST ONE
 PASSENGER ELEVATOR THAT IS OPERATIONAL FOR BUILDING
 OCCUPANTS AND FIRE DEPARTMENT EMERGENCY ACCESS TO ALL
 FLOORS. THE ELEVATOR CAR SHALL BE OF SUCH A SIZE AND
 ARRANGEMENT TO ACCOMMODATE AN AMBULANCE STRETCHER 24
 INCHES BY 76 INCHES (610 MM BY 2134 MM) WITH NOT LESS
 THAN 5-INCH (127 MM) RADIUS CORNERS?
 11H)(2) 3004.2.4 REQUIRED STAR OF LIFE SYMBOL, SHALL BE
 IN THE HORIZONTAL, OPEN POSITION AND SHALL BE
 IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY
 MEDICAL SERVICES (STAR OF LIFE). THE SYMBOL SHALL NOT
 BE LESS THAN 3 INCHES (76 MM) IN HEIGHT AND SHALL BE
 PLACED INSIDE ON BOTH SIDES OF THE HOSTWAY DOOR FRAME.
 11H)(3) 3002.3 EMERGENCY SIGNS. IN APPROVED PICTORIAL
 SIGN OF A STANDARDIZED DESIGN SHALL BE POSTED ADJACENT
 TO EACH ELEVATOR CALL STATION ON ALL FLOORS INSTRUCTING
 OCCUPANTS TO USE THE EXIT STAIRWAYS AND NOT TO USE THE
 ELEVATORS IN CASE OF FIRE. THE SIGN SHALL READ: IN CASE
 OF FIRE, ELEVATORS ARE OUT OF SERVICE. USE EXIT STAIRS
 11I) PLEASE PROVIDE CODE COMPLIANCE WITH: FBC-B
 3011.1(1-3) ELECTROLYSIS PROTECTION FOR UNDERGROUND
 HYDRAULIC ELEVATOR CYLINDERS. ALL NEWLY INSTALLED
 UNDERGROUND HYDRAULIC PRESSURE CYLINDERS SHALL BE
 ENCASED IN OUTER PLASTIC CONTAINMENT TO MINIMIZE
 ELECTROLYTIC CORROSION BETWEEN THE METAL CYLINDER AND
 GROUND CATHODE.
 11J) THE BLOCK WALL TYPE SURROUNDING THE ELEVATOR
 HOISTWAY AND TRASH ROOM DO NOT HAVE WALL IDENTIFICATION
 TAGS FOR EITHER A 2 HOUR REQUIRED WALL IN THE ELEVATOR
 SHAFT (3002.1 HOISTWAY ENCLOSURE PROTECTION) NOR THE 1
 HOUR RATED WALL FOR THE TRASH ROOM TABLE 509.
 11K) THERE IS A NOTE ON THE PLANS STONE VENEER BY
 CULTURED STONE LEDGE STONE VENEER TYPE. SHEET
 A8.08.PAGE 8 OF THE MANUFACTURER?S BROCHURE INDICATES
 BUILDING CODE REQUIREMENTS VARY FROM AREA TO AREA.
 CHECK WITH LOCAL AUTHORITIES FOR BUILDING CODE
 REQUIREMENTS IN YOUR AREA. THIS PRODUCT HAS CODE
 COMPLIANCE EVALUATION AND LISTING, TEST ICC-ESESR-1364.
 PLEASE SUBMIT REPORT TO VERIFY COMPLIANCE WITH EITHER
 1405.7 STONE VENEERS/ ANCHORED OR 1405.10 ADHERED
 MASONRY VENEERS.
 11L) THERE ARE NO WALL SECTION DETAILS OF THE CULTURED
 STONE LEDGE STONE VENEER IN RELATION TO THE FOUNDATION
 AND COMPLIANCE WITH: 2014 FBC-B 1405.10.1.3 CLEARANCES.
 ON EXTERIOR STUD WALLS, ADHERED MASONRY VENEER SHALL BE
 INSTALLED A MINIMUM OF 4 INCHES (102 MM) ABOVE THE
 EARTH, OR A MINIMUM OF 2 INCHES (51 MM) ABOVE PAVED
 AREAS, OR A MINIMUM OF 1/2 INCH (12 MM) ABOVE EXTERIOR
 WALKING SURFACES WHICH ARE SUPPORTED BY THE SAME
 FOUNDATION THAT SUPPORTS THE EXTERIOR WALL.
 12) SHEET A3.05 SHOWS A OPEN STAIRWELL ON THE 1ST FLOOR
 THROUGH THE 4TH FLOOR BUT THE STAIRWAY FROM THE 4TH
 FLOOR TO THE ROOF DOES NOT MEET THE REQUIREMENTS FOR
 OPENNESS.
 2014 FBC-B 1026.3 OPEN SIDE. EXTERIOR EXIT STAIRWAYS
 AND RAMPS SERVING AS AN ELEMENT OF A REQUIRED MEANS OF
 EGRESS SHALL BE OPEN ON AT LEAST ONE SIDE. AN OPEN SIDE
 SHALL HAVE A MINIMUM OF 35 SQUARE FEET (3.3 M2) OF
 AGGREGATE OPEN AREA ADJACENT TO EACH FLOOR LEVEL AND
 THE LEVEL OF EACH INTERMEDIATE LANDING. THE REQUIRED
 OPEN AREA SHALL BE LOCATED NOT LESS THAN 42 INCHES
 (1067 MM) ABOVE THE ADJACENT FLOOR OR LANDING LEVEL.
 CONSTRUCTION FROM THE 4TH FLOOR WILL BE THAT REQUIRED
 FLOOR ENCLOSED STAIRS. 1022.2 CONSTRUCTION. FOR THIS
 CONSTRUCTION WE ARE LOOKING FOR A 1 HOUR ENCLOSURE.
 13) SHEETS A8.01 DETAILS 1 & 2 SHOW A ALFOIL (R 4.1)
 WALL INSULATION WHERE AS A8.02 DETAIL 6 & 8SHOWS WALL
 INSULATION WITH A (R 5.1) VALUE, IS THIS A DISCREPANCY?
 WALL INSULATION WILL NEED TO MEET THE VALUES IN THE
 ENERGY EFFICIENCY RATINGS GIVEN IN THE ENERGY
 SUBMITTAL.
 14) SHEET A8.03:
 14A) DETAIL # 2 SHOWS A SUB-BUCK THAT IS SHORT ON THE
 INTERIOR SIDE. FBC-B UNLESS OTHERWISE TESTED, BUCKS
 SHALL EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR
 DOOR FRAME SUCH THAT FULL SUPPORT OF THE FRAME IS
 PROVIDED.
 14B) DETAIL #2 IS A WINDOW SILL DETAIL, PLEASE PROVIDE
 COMPLIANCE WITH FBC-B 1405.4 FLASHING SHALL BE
 INSTALLED AT THE PERIMETERS OF EXTERIOR DOOR AND WINDOW
 ASSEMBLIES, PENETRATIONS AND TERMINATIONS OF EXTERIOR
 WALL ASSEMBLIES, EXTERIOR WALL INTERSECTIONS WITH
 ROOFS, CHIMNEYS, PORCHES, DECKS, BALCONIES AND SIMILAR
 PROJECTIONS AND AT BUILT-IN GUTTERS AND SIMILAR
 LOCATIONS WHERE MOISTURE COULD ENTER THE WALL.
 14C) DETAIL # 10 IS FOR A HANDRAIL ATTACHMENT TO WALL
 AND SHOWS A CLEAR SPACE BETWEEN THE HANDRAIL OF 2 ?
 INCHES. THE 2014 FBC-B 102.7 CLEARANCES INDICATES A 1 ?
 INCHES BETWEEN THE WALL AND HANDRAIL.
 15) SHEET A8.02 DETAIL # 11 SHOWS A SLIDING GLASS DOOR
 WITH A ? INCH HIGH TRACK SYSTEM. PLEASE NOTE THAT
 WITHIN THE PRODUCT APPROVALS FOR SLIDING GLASS DOORS
 THERE ARE NOTES THAT A TRACK WITH A ? INCH HEIGHT IS
 NOT WATER RESISTANT THIS NOTE IS ON ALL SLIDING GLASS
 DOOR APPROVALS.
 16) SHEET A4.01: UNIT A.1
 16A) PLEASE SHOW THE CLEAR FLOOR SPACE FOR ALL KITCHEN
 APPLIANCES. EITHER FRONTAL OR SIDE APPROACH IN
 ACCORDANCE WITH ANSI A117.1-98. 305.
 16B) UNIT A1 THE PLANS SHOW IN THE FIXTURE SCHEDULE
 NOTE 14 TO BE AN OVEN/ RANGE W/ MICROWAVE HOOD ABOVE.
 THE PLANS ARE SILENT AS TO THE APPROACH AND REACH
 RANGES. ANSI A117.1-98, 308.3.2 OBSTRUCTED HIGH REACH
 RANGE FIGURE 308.3.2 (A) AND 309. OPERABLE PARTS 309.2
 CLEAR FLOOR SPACE, 309.1 HEIGHT AND 309.4 OPERATIONS.
 17) SHEET A4.02: UNIT B.1.
 17A) PLEASE SHOW THE CLEAR FLOOR SPACE FOR ALL KITCHEN
 APPLIANCES. EITHER FRONTAL OR SIDE APPROACH IN
 ACCORDANCE WITH ANSI A117.1-98. 305.
 17B) UNIT B1 THE PLANS SHOW IN THE FIXTURE SCHEDULE
 NOTE 14 TO BE AN OVEN/ RANGE W/ MICROWAVE HOOD ABOVE.
 THE PLANS ARE SILENT AS TO THE APPROACH AND REACH
 RANGES. ANSI A117.1-98, 308.3.2 OBSTRUCTED HIGH REACH
 RANGE FIGURE 308.3.2 (A) AND 309. OPERABLE PARTS 309.2
 CLEAR FLOOR SPACE, 309.1 HEIGHT AND 309.4 OPERATIONS.
 18) SHEET A4.023 UNIT C.1
 18A) PLEASE SHOW THE CLEAR FLOOR SPACE FOR ALL KITCHEN
 APPLIANCES. EITHER FRONTAL OR SIDE APPROACH IN
 ACCORDANCE WITH ANSI A117.1-98. 305.
 18B) UNIT A1 THE PLANS SHOW IN THE FIXTURE SCHEDULE
 NOTE 14 TO BE AN OVEN/ RANGE W/ MICROWAVE HOOD ABOVE.
 THE PLANS ARE SILENT AS TO THE APPROACH AND REACH
 RANGES. ANSI A117.1-98, 308.3.2 OBSTRUCTED HIGH REACH
 RANGE FIGURE 308.3.2 (A) AND 309. OPERABLE PARTS 309.2
 CLEAR FLOOR SPACE, 309.1 HEIGHT AND 309.4 OPERATIONS.
 19) THE ROOF PLAN A2.02 II INDICATES THE HEIGHT OF THE
 PARAPET SECTIONS OF WALL BUT NOT THE ELEVATION AT THE
 ROOF DRAINS, EMERGENCY OVERFLOWS NOR THE HIGH PINT OF
 THE ROOFING SYSTEM LOCATED AT THE HIGH POINT THE WALL
 LINE. PLEASE SHOW COMPLIANCE WITH THE 2014 FBC-B
 1503.4. ROOF DRAINAGE SYSTEMS SHALL COMPLY WITH SECTION
 1503 AND CHAPTER 11 OF THE FLORIDA BUILDING CODE,
 PLUMBING.
 20) 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.
 21) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
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Notes
***NONE***
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Rev No 2 Status P Date 2016-04-04 Cont ID  
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Notes
***NONE***
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Rev No 1 Status F Date 2016-02-17 Cont ID  
Sent By vperez Date 2016-02-17 Time 14:07 Rev Time 0.00
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Notes
2016-02-17 14:09:13INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011
 COMMENTS:
  
 1. GENERAL NOTES TO CONSTRUCTION DOCUMENTS: PLEASE
 PROVIDE A BLOCK NOTE INDICATING THE REQUIRED SEPARATE
 PERMITS AND DATA SPECIFICATION SHEET SUBMITTALS FOR ALL
 SITE LIGHTING AND ASSOCIATED EQUIPMENT, GENERATOR IF
 PART OF DESIGN, FIRE/DOMESTIC PUMPS, ALL LOW VOLTAGE
 SYSTEMS TO INCLUDE BUT NOT LIMITED TO FIRE ALARM,
 ACCESS CONTROLS, CCTV, PHONE AND DATA, SIGNAGE,
 WIRELESS SYSTEMS, ELEVATORS, CAR CHARGING STATIONS,
 ETC. A NOTE WILL SUFFICE.
 2. PLEASE ADD A GENERAL NOTE TO SHEET TO INDICATE THE
 REQUIREMENTS OF NEC 300.5D3 AND TABLE 300.5 FOR MINIMUM
 COVER REQUIREMENTS FOR CONDUITS AND THE PLACEMENT OF A
 WARNING RIBBON FOR THE SERVICE LATERAL CONDUCTORS SHOWN
 FOR THIS PROJECT. A NOTE WILL SUFFICE.
 3. ADD A GENERAL NOTE TO PROVIDE PER FBC EC 405.7.4-
 COMPLETION DOCUMENTS PER CODE SECTION.
 4. PLEASE SHOW AIC CALCULATION BASED ON INFORMATION
 PROVIDED BY UTILITY FOR APPROVAL. NEC 110.24 FBC 107
 5. ADD A NOTE REGARDING THE REQUIREMENTS OF FBC RES 314
 SMOKE/CO DETECTORS, SEE VERBIAGE IN THE CODE AS TO
 PLACEMENTS AND REQUIREMENTS.
 6. PLEASE CLARIFY THE SELECTION OF A #1 CONDUCTOR FOR
 THE ELEVATOR MOTOR 175A/3P OVERCURRENT SELECTION. SEE
 NEC 310.15B16 AND 430.22
 7. PLEASE ADD A FIRE STOP DETAIL FOR THE FEEDER
 PENETRATIONS THROUGH THE BUILDING FLOORS. FBC 107.3
 8. PER NEC 230.2 SPECIAL PERMISSION REQUIRED BY AHJ FOR
 THE TWO SERVICE LATERALS SHOWN TO THE BUILDING, TO BE
 SUBMITTED IN WRITING.
 9. LABEL MAINS IN THE ELECTRICAL ROOM TO INDICATE MAIN
 1 OF 2 AND 2 OF 2, ALSO COMPLY WITH THE REQUIRED
 SIGNAGE TO ASSIST FIRST RESPONDERS. NEC 230.70B
 10. COMMENTS MAY FOLLOW UPON RE-REVIEW. PLEASE FEEL
 FREE TO CONTACT ME SHOULD YOU HAVE ANY QUESTIONS
 REGARDING THIS PROJECT.
  
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
  
  
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status N Date 2016-03-15 Cont ID  
Sent By mgonzale Date 2016-03-15 Time   Rev Time  
Received By mgonzale Date 2016-03-15 Time   Sent To I
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 6 Status P Date 2016-08-30 Cont ID  
Sent By scaldero Date 2016-08-30 Time 12:20 Rev Time 0.00
Received By scaldero Date 2016-08-30 Time 12:20 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2016-08-04 Cont ID  
Sent By scaldero Date 2016-08-04 Time 17:44 Rev Time 0.00
Received By scaldero Date 2016-08-04 Time 17:44 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status F Date 2016-07-28 Cont ID  
Sent By scaldero Date 2016-07-28 Time 17:22 Rev Time 0.00
Received By scaldero Date 2016-07-28 Time 17:21 Sent To  
Notes
2016-07-28 17:21:59PERMIT # 16010427
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 4TH REVIEW
 FAILED REVIEW COMMENTS:
  
 1) REPEAT COMMENT (4TH TIME BEING NOTED): ENGINEERED
 FIRE ALARM AND FIRE SPRINKLER CONSTRUCTION DOCUMENTS
 ARE REQUIRED FOR A GENERAL BUILDING PERMIT. THESE
 DOCUMENTS ARE NOT INCLUDED IN THE RESUBMISSION. 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.
  
 2) 7/28/16: A LETTER WAS SUBMITTED BY THE CONTRACTOR
 AND SEALED BY THE ENGINEER OF RECORD. THE LETTER
 SUBMITTED FAILED TO ADDRESS ALL OF THE LISTED
 REQUIREMENTS FOR THE ENGINEERED FIRE PROTECTION
 SYSTEMS, AS LISTED UNDER FAC 61G15-32. AN EMAIL WAS
 SENT OUTLINING THESE REQUIREMENTS TO ALL PARTIES.
 ADDITIONALLY, ALL PARTIES HAVE BEEN ADVISED THAT A FEE
 MAY BE ASSESSED FOR CONTINUED SUBMISSIONS THAT FAIL TO
 BE IN COMPLIANCE.
  
  
 SUE ELLEN CALDERON
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 804-4751
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2016-07-18 Cont ID  
Sent By scaldero Date 2016-07-18 Time 10:51 Rev Time 0.00
Received By scaldero Date 2016-07-18 Time 10:51 Sent To  
Notes
2016-07-18 10:51:44PERMIT # 16010427
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 3RD REVIEW
 FAILED REVIEW COMMENTS:
  
 1) REPEAT COMMENT: ENGINEERED FIRE ALARM AND FIRE
 SPRINKLER CONSTRUCTION DOCUMENTS ARE REQUIRED FOR A
 GENERAL BUILDING PERMIT. THESE DOCUMENTS ARE NOT
 INCLUDED IN THE RESUBMISSION. 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.
  
  
 SUE ELLEN CALDERON
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 804-4751
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2016-04-07 Cont ID  
Sent By scaldero Date 2016-04-07 Time 09:34 Rev Time 0.00
Received By scaldero Date 2016-04-06 Time 16:21 Sent To  
Notes
2016-04-07 09:29:46PERMIT # 16010427
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 2ND REVIEW
 FAILED REVIEW COMMENTS:
  
 1) REPEAT COMMENT: ENGINEERED FIRE ALARM AND FIRE
 SPRINKLER CONSTRUCTION DOCUMENTS ARE REQUIRED FOR A
 GENERAL BUILDING PERMIT. THESE DOCUMENTS ARE NOT
 INCLUDED IN THE RESUBMISSION. 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.
  
 2) REPEAT COMMENT: RESPONSE COMMENTS STATE THAT THIS IS
 PROVIDED ON SHEET A1.11. THIS SHEET IS NOT PROVIDED IN
 THE RESUBMISSION.
 PROVIDE A KNOX KEY SWITCH TO ALLOW GATE ACCESS TO
 EMERGENCY RESPONDERS. KEY SWITCH CAN BE ORDERED FROM
 WWW.KNOXBOX.COM.
  
  
 SUE ELLEN CALDERON
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 804-4751
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-02-11 Cont ID  
Sent By scaldero Date 2016-02-11 Time 17:04 Rev Time 0.00
Received By scaldero Date 2016-02-11 Time 16:39 Sent To  
Notes
2016-02-11 16:50:41PERMIT # 16010427
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 FAILED REVIEW COMMENTS:
  
 1) 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.
  
 2) PER NFPA 241 SECTION 8.7.2.3, WHERE UNDERGROUND
 WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL
 BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO
 CONSTRUCTION WORK. SEPARATE PLANS AND PERMITS NEEDED
 FOR PRIVATE UNDERGROUND FIRE LINE AND FIRE HYDRANTS.
  
 3) PROVIDE A LIFE SAFETY PLAN SHOWING ALL OCCUPANCY
 TYPES, OCCUPANT LOADS, FIRE RATED WALLS, EXIT SIGNS,
 EMERGENCY LIGHTING, TRAVEL DISTANCES, COMMON PATH OF
 TRAVEL ETC.
  
 4) PROVIDE A KNOX KEY SWITCH TO ALLOW GATE ACCESS TO
 EMERGENCY RESPONDERS. KEY SWITCH CAN BE ORDERED FROM
 WWW.KNOXBOX.COM.
  
 5) PER FLORIDA 69A-60.0081; NOTICE SIGNAGE IS REQUIRED
 FOR STRUCTURES WITH LIGHT-FRAME TRUSS-TYPE
 CONSTRUCTION. ANY COMMERCIAL, INDUSTRIAL, OR ANY
 MULTIUNIT RESIDENTIAL STRUCTURE OF THREE UNITS OR MORE
 WHICH USES HORIZONTAL OR VERTICAL LIGHT-FRAME
 TRUSS-TYPE CONSTRUCTION IN ANY PORTION SHALL BE MARKED
 WITH A MALTESE CROSS SIGN MEASURING 8 INCHES
 HORIZONTALLY AND 8 INCHES VERTICALLY, OF A BRIGHT RED
 REFLECTIVE COLOR. THE APPROVED SYMBOL SHALL BE PLACED
 WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY DOOR.
 A. STRUCTURES WITH LIGHT-FRAME TRUSS ROOFS SHALL BE
 MARKED WITH THE LETTER "R".
 B. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR SYSTEMS
 SHALL BE MARKED WITH THE LETTER "F".
 C. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR AND ROOF
 SYSTEMS SHALL BE MARKED WITH THE LETTERS "R/F".
  
 6) 9.4.3 FIRE FIGHTER?S EMERGENCY OPERATIONS.
 9.4.3.1 ALL NEW ELEVATORS SHALL CONFORM TO THE FIRE
 FIGHTER?S EMERGENCY OPERATIONS REQUIREMENTS OF ASME
 A17.1/CSA B44, SAFETY CODE FOR ELEVATORS.
  
 7) HARD-WIRED MULTI-STATION SMOKE ALARMS SHALL BE
 INSTALLED ON ALL LEVELS OF THE DWELLING UNIT, INSIDE
 EACH BEDROOM AND DIRECTLY OUTSIDE BEDROOM DOORS. (NFPA
 101: 30.3.4.5)
  
  
 SUE ELLEN CALDERON
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 804-4751
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-09-14 Cont ID  
Sent By lmarchan Date 2016-09-14 Time 10:39 Rev Time 0.00
Received By lmarchan Date 2016-08-26 Time 09:46 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-07-28 Cont ID  
Sent By cpuell Date 2016-07-28 Time 12:57 Rev Time 0.00
Received By cpuell Date 2016-06-27 Time 09:09 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-05-02 Cont ID  
Sent By cpuell Date 2016-05-02 Time 10:58 Rev Time 0.00
Received By cpuell Date 2016-04-01 Time 08:56 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-03-15 Cont ID  
Sent By vperez Date 2016-03-15 Time 13:24 Rev Time 0.00
Received By lmarchan Date 2016-02-17 Time 14:29 Sent To  
Notes
2016-02-17 14:17:49EMAIL TO CAROLINE ELECT
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 4 Status P Date 2016-09-14 Cont ID  
Sent By jwitmer Date 2016-09-14 Time 07:11 Rev Time 0.00
Received By jwitmer Date 2016-09-14 Time 07:07 Sent To  
Notes
2016-09-14 07:11:25PALM BEACH COUNTY IMPACT FEES:
 TRACKING NO. MU-2016-021938-0000
 RECEIPT NO. 2016-0913-111
 FEES; $242,992.90
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status F Date 2016-07-19 Cont ID  
Sent By jwitmer Date 2016-07-19 Time 11:00 Rev Time 0.00
Received By jwitmer Date 2016-07-19 Time 11:00 Sent To  
Notes
2016-07-19 11:00:23IMPACT 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.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2016-07-19 Cont ID  
Sent By jwitmer Date 2016-07-19 Time 10:26 Rev Time 0.00
Received By jwitmer Date 2016-07-19 Time 10:26 Sent To  
Notes
2016-07-19 10:26:56IMPACT 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.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-02-11 Cont ID  
Sent By jwitmer Date 2016-02-11 Time 10:40 Rev Time 0.00
Received By jwitmer Date 2016-02-11 Time 10:38 Sent To  
Notes
2016-02-11 10:39:41IMPACT 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.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2016-09-12 Cont ID  
Sent By ccole Date 2016-09-12 Time 11:28 Rev Time 0.00
Received By ccole Date 2016-09-09 Time 17:04 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2016-07-06 Cont ID  
Sent By ccole Date 2016-07-06 Time 08:34 Rev Time 0.00
Received By ccole Date 2016-07-06 Time 07:04 Sent To  
Notes
2016-07-06 08:40:313RD REVIEW: FBC 2014 MECHANICAL
 PERMIT #16010427
 7/6/2016
  
 1) THERE ARE MISSING DIGITAL SIGNATURES ON THE ENERGY
 GAUGE COMPLIANCE SUBMITTAL (PAGE 3), THE HEAT LOAD
 CALCULATIONS, THE HEAT LOAD INDEX, THE STRUCTURAL
 ANALYSIS FROM WALSH P.E. AND SHEETS M3.01 & M3.02.
  
 2) AHU- B3 SHOWN ON SHEET M4.02 IS NOT LISTED IN THE
 ENERGY CALCULATIONS.
  
 3) PLEASE SEE PAGES 2 & 3 OF THE AC STAND NOA
 #15-0205.01 AND CIRCLE OR MARK THE SELECTED STAND FRAME
 ASSEMBLY IN THE DESIGN SCHEDULE ON PAGE 2, AND THE
 APPLICABLE AC AND AC STAND ATTACHMENT DETAILS ON PAGE
 3.
  
 4) THE STRUCTURAL ANALYSIS FROM WALSH ENGINEERING IS
 INCORRECTLY TITLED BUIDING #2.
  
 5) FINAL APPROVAL OF NATURAL VENTILATION DESIGN FOR THE
 GARAGES IS PENDING FINAL APPROVAL BY THE WPB FIRE DEPT.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-04-25 Cont ID  
Sent By ccole Date 2016-04-12 Time 13:48 Rev Time 0.00
Received By ccole Date 2016-04-12 Time 10:50 Sent To  
Notes
2016-04-25 13:49:262ND REVIEW: FBC 2014 MECHANICAL
 PERMIT #16010427
 4/12/16
  
 1) THE 31,000 BTUH AC SYSTEM SHOWN IN THE AC SCHEDULE
 ON SHEET M4.03 IS NOT SHOWN IN THE HEAT LOAD OR ENERGY
 CALCULATIONS.
 2) ENERGY CALCULATION FORM: THE B1.R SYSTEM SPECIFIED
 FOR THE NW CORNER SHOULD BE 16,700 BTUH PER THE HEAT
 LOAD CALCULATIONS AND SUMMARY, HOWEVER IT IS LISTED AT
 21,200 IN THE CALCULATIONS.
 3) ENERGY CALCULATION FORM: THE B SYSTEM SPECIFIED FOR
 THE 4TH FLOOR SE CORNER OF THE BUILDING IN THE CALCS
 SHOULD BE SWITCHED WITH THE C SYSTEM WHICH IS SPECIFIED
 FOR THE NW CORNER.
 4) THE WINDOW GLASS SQUARE FOOTAGE CALCULATIONS ON THE
 HEAT LOAD CALCULATIONS SHOW A MUCH LARGER AMOUNT OF
 GLASS COMPARED TO THE GLASS AREA CALCULATIONS ON THE
 UNIT FLOOR PLANS SHOWN ON SHEETS M4.01, M4.02, AND
 M4.03. PLEASE CLARIFY WHY NO VENTILATION AIR IS SHOWN
 ON THE CALCULATIONS, AND WHY NO LATENT LOADS HAVE BEEN
 CALCULATED FOR INFILTRATION, LIGHTING, AND EQUIPMENT?
 5) THE GARAGE VENTILATION CALCULATIONS ON SHEET M5.01
 INDICATE "NATURAL VENTILATION", HOWEVER THE 100 CFM PER
 CAR IS A MECHANICAL VENTILATION REQUIREMENT INDICATED
 INTABLE 403.3. PLEASE NOTE THAT NATURAL VENTILATION IS
 FOR OCCUPIED SPACES AS INDICATED IN SECTION 401.2,
 HOWEVER PER SECTION 202 DEFINITIONS, A GARAGE IS NOT
 CONSIDERED OCCUPIABLE SPACE. PROVIDE MECHANICAL
 VENTILATION PER TABLE 403.3.
 6) M5.01: THE TRASH ROOM EXHAUST IS NOT CONSIDERED
 ENVIRONMENTAL AIR AND THEREFORE THE OUTLET SHALL BE 10'
 FROM OPERABLE OPENINGS INTO THE BUILDING, AND 10' ABOVE
 THE ADJOINING GRADE. PLEASE REVISE THE NOTE ON THE
 PLAN.
 7) COMMENT #14 FROM THE 1ST REVIEW REQUESTING SITE
 SPECIFIC WIND LOAD ENGINEERING FOR THE ROOF TOP STANDS
 AND CONDENSERS STILL EXISTS: PLEASE COMPLY.
 8) PLEASE SHOW THE DRYER RUN LENGTHS ON THE PLANS AND
 NUMBER OF ELBOWS TO BE USED TO VERIFY COMPLIANCE WITH
 THE DRYER SPECS ON SHEET M5.02.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-02-10 Cont ID  
Sent By ccole Date 2016-02-10 Time 15:40 Rev Time 0.00
Received By ccole Date 2016-02-10 Time 15:40 Sent To  
Notes
2016-02-10 15:55:501ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #15120897
 2/10/2016
  
 1) MULTI-FAMILY BUILDINGS OVER THREE STORIES IN HEIGHT
 SHALL COMPLY WITH CHAPTER 4, COMMERCIAL ENERGY
 EFFICIENCY- FBC-14 ENERGY CONSERVATION. PROVIDE AC
 COOLING AND HEATING LOAD CALCULATIONS IN ACCORDANCE
 WITH THE PROCEDURES DESCRIBED IN THE ASHRAE/ACCA
 STANDARD 183 OR ACCA MANUAL N- SEE SECTION C403.2.1.
 2) MANY PAGES ARE MISSING FROM THE SUBMITTED ENERGY
 CALCULATIONS INCLUDING THE COVER SHEETS, THE SIGNATURE
 PAGE, AND THE MANDATORY COMPLIANCE CHECKLIST. PLEASE
 PROVIDE A COMPLETE COMPLIANCE SUBMITTAL.
 3) THE AC SYSTEM ID LABELS IN THE ENERGY CALCULATIONS
 DO NOT COMPLETELY MATCH THE ID LABELS SHOWN ON THE
 SCHEDULES- SHEETS M.401, 402, & 403.
 4) PROVIDE VENTILATION CALCULATIONS FOR THE GARAGES AND
 INDICATE HOW THEY WILL BE VENTILATED- NATURAL OR
 MECHANICAL VENTILATION?
 5) PROVIDE EXHAUST VENTILATION CALCULATIONS FOR THE
 TRASH ROOMS.
 6) PROVIDE CLEARANCE DISTANCE MEASUREMENTS FOR THE
 TRASH ROOM EXHAUST OUTLETS IN COMPLIANCE WITH SECTION
 501.3.1 FBC-14 MECHANICAL.
 7) INDICATE HOW THE ELEVATOR MACHINE ROOM AC SYSTEMS
 WERE SIZED- PROVIDE CALCULATIONS.
 8) AC FLOOR PLANS M.401, 402, 403: PLEASE PLACE THE
 TYPICAL NOTES SHOWN ON M4.01 ON ALL FLOOR PLAN SHEETS
 WITH THE ADDED MODIFICATIONS LISTED BELOW.
 9) M.401, 402, 403: SHOW THE REQUIRED MINIMUM 4"
 CLEARANCE SPACES AROUND THE AIR HANDLERS IN THE CLOSET-
 SECTION 603.1.1.
 10) M4.01, 402, 403: INDICATE METAL LOUVERED DOORS AT
 AC CLOSETS- SECTION C403.2.7.2 FBC-14 ENERGY
 CONSERVATION.
 11) M.401, 402, 403: INDICATE THE TYPE AND SIZE OF BATH
 EXHAUST VENTING.
 12) M.402: REFER TO 601.5 AND INCREASE THE TRANSFER
 DUCT SIZES FROM BEDROOM #2 ON ALL FLOOR PLANS TO 1.5
 TIMES THE CROSS SECTIONAL AREA OF THE SUPPLY DUCTS
 ENTERING THE ROOMS.
 13) M.403: REFER TO 601.5 AND INCREASE THE TRANSFER
 DUCT SIZES FROM THE BEDROOMS (WHERE DEFICIENT) TO 1.5
 TIMES THE CROSS SECTIONAL AREA OF THE SUPPLY DUCTS
 ENTERING THE ROOMS.
 14) M.402 & 403: PLEASE CLARIFY THE NOTE "FOR INTERIOR
 UNITS ONLY" PERTAINING TO THE SUPPLY DUCTS BY THE
 BEDROOMS.
 15) M.501: PROVIDE FLEX DUCT CONNECTION, SEALING, AND
 HANGING DETAILS- SECTION C403.2.7.2 FBC-14 ENERGY
 CONSERVATION.
 16) M.502: THE NOA NUMBER LISTED ON THE PLAN FOR THE AC
 STAND IS EXPIRED. PLEASE NOTE SITE-SPECIFIC WIND LOAD
 ENGINEERING IS REQUIRED FOR TIE DOWN OF THE ROOF TOP AC
 CONDENSERS AND CONDENSER STANDS. PROVIDE A CURRENT NOA
 WITH A REVIEW AND APPROVAL SIGNATURE BY THE ENGINEER OF
 RECORD. THE EOR SHALL PROVIDE THE WIND LOAD DESIGN
 CRITERIA ON THE PLAN AS OUTLINED BELOW AND CIRCLE,
 HIGHLIGHT, OR OTHERWISE MARK ALL NOTES, DETAILS ETC. ON
 THE NOA APPLICABLE TO THE INSTALLATIONS.
  
 WIND DESIGN CRITERIA
 2014 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN-
 CHAPTER 6 OF ASCE 7-10.
 1609.3 BASIC WIND SPEED FIGURE 1609.A-C
 1609.3 WIND SPEED CONVERSION
 A) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.3.1 & ASCE 7-10
 B) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.
 C) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4 & ASCE 7-10
 D) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.
 E) COMPONENTS & CLADDING PRESSURES POSITIVE & NEGATIVE
 TABLE 1609.2(2).
 F) COMPONENTS & CLADDING/ 2010 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 17) REFRIGERANT PIPING: A) PROVIDE RISER DRAWINGS. B)
 PROVIDE THE TYPE AND THICKNESS OF PIPING INSULATION,
 THE FLAME SPREAD RATING, AND HOW IT WILL BE PROTECTED
 FROM UV AND WEATHERING DEGRADATION ON THE ROOF TOP. C)
 SUBMIT SPECS REVIEWED AND APPROVED WITH SIGNATURE BY
 THE EOR.
 18) PROVIDE VENTILATION CALCULATIONS FOR THE HOISTWAY
 SHAFTS AND SUBMIT A CURRENT FLORIDA PRODUCT APPROVAL OR
 MIAMI-DADE NOA FOR THE SHAFT LOUVER REVIEWED AND
 APPROVED BY THE EOR- SEE SECTION 3004 FBC-14 BUILDING.
 19) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
 KITCHEN HOODS REVIEW AND APPROVED WITH SIGNATURE BY THE
 EOR.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2016-07-28 Cont ID  
Sent By gjohnson Date 2016-07-28 Time 11:36 Rev Time 0.00
Received By gjohnson Date 2016-07-28 Time 11:36 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2016-04-25 Cont ID  
Sent By gjohnson Date 2016-04-25 Time 13:48 Rev Time 0.00
Received By gjohnson Date 2016-04-25 Time 13:25 Sent To  
Notes
2016-04-25 13:51:21 
 1ST REVIEW: FBC 2014
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
 1. PLEASE PROVIDE STORM RISER DIAGRAM FOR HORIZONTAL
 PIPING SIZING AND CLARIFICATION OF EMERGENCY ROOF DRAIN
 TERMINATION. PER WPB AMEND.TO FBC SEC. 107.3.5.1.3(7)
 2. SHT. A4.01 IT APPEARS THAT YOU CHANGED THE DOOR
 SWING IN MASTER BATHROOM FOR UNIT A.1R BUT NOT A.1
 PLEASE CLARIFY. PER WPB AMEND.TO FBC SEC. 107.2.1
 3. SHT. A4.02 AND A4.03 PLEASE INDICATE ON BOTH UNIT
 DETAILS WITCH OPTION YOUR USING FOR FAIR HOUSING. PER
 WPB AMEND.TO FBC SEC. 107.2.1
 4. SHT. A4.02 THE CLEAR FLOOR SPACE FOR THE SHOWER MUST
 BE FLUSH WITH CONTROL WALL IT WAS CORRECTED ON
 SHT.A4.03 BUT NOT ON A4.02. PLEASE CLARIFY PER WPB
 AMEND.TO FBC SEC. 107.2.1
 5. SHT. P5.01 PLEASE LABEL CONDENSATE RISER, WATER
 HEATER PAN DRAIN RISER AND POTABLE WATER RISER
 SEPARATELY BECAUSE THEY ARE DIFFERENT SYSTEMS. PER WPB
 AMEND.TO FBC SEC. 107.2.1
 6. PLEASE INDICATE ON THE PLAN THE PIPING FOR DOMESTIC
 PUMP IS FOR FUTURE USE. PER WPB AMEND.TO FBC SEC.
 107.2.1
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-02-08 Cont ID  
Sent By tklarge Date 2016-02-08 Time 10:43 Rev Time 0.00
Received By tklarge Date 2016-02-06 Time 07:49 Sent To  
Notes
2016-02-06 10:14:371) SHT. A2.02 SHOWS A 10 INCH HORIZONTAL RAIN WATER
 LINE DRAINING INTO AN 8 INCH LEADER. THE SIZE OF A
 DRAINAGE PIPE CANNOT BE REDUCED IN THE DIRECTION OF
 FLOW PER 2014 FPC SEC.1101.5.
 2) THE 8 INCH EMERGENCY RAIN WATER LEADER IS NOT LISTED
 ON THE ROOF DRAIN CALCULATIONS. CLARIFY.
 3) SHT.A3.06E - THE HYDRAULIC ELEVATOR SHALL COMPLY
 WITH 2014 FBC SEC.3011 FOR ELECTROLYSIS PROTECTION.
 4) INDICATE ON THE PLANS WHICH DESIGN OPTION OF THE
 FAIR HOUSING ACT (OPTION A OR B) IS BEING USED FOR THE
 DWELLING UNITS.
 5) THE WATER VALVES FOR THE STACKED WASHER/DRYER UNITS
 SHALL BE ACCESSIBLE. THE VALVES SHALL NOT BE LOCATED
 BEHIND THE UNIT UNLESS ACCESS PANELS FOR THE VALVES ARE
 PROVIDED IN THE UNITS.2014 FPC SEC.606.3.
 6) SHT. A4.01 - UNIT A.1 DETAIL & A.1R - A 30 X 48 INCH
 CLEAR FLOOR SPACE IS REQUIRED OUTSIDE THE SWING OF THE
 DOOR PER THE FAIR HOUSING ACT GUIDELINES.THE DOOR
 CLEARLY SWINGS INTO THE CLEAR FLOOR SPACE FOR THE TUB.
 7) THE WATER CLOSETS SHALL BE LOCATED 18 INCHES FROM AN
 ADJACENT WALL IN ACCORDANCE WITH THE FAIR HOUSING
 GUIDELINES. THE PLANS SHOW WATER CLOSETS AT 18 1/2
 INCHES TO THE CENTERLINE FROM AN ADJACENT WALL.
 8) THERE SHALL BE A 30 X 48 INCH CLEAR FLOOR SPACE
 PROVIDED AT THE KITCHEN SINK. THE CLEAR FLOOR SPACE
 SHALL BE CENTERED ON THE FIXTURE IN ACCORDANCE WITH THE
 FAIR HOUSING GUIDELINES.
 9) SHT. A4.03 - DETAIL C.1 & C.1R - THE CLEAR FLOOR
 SPACE FOR THE SHOWERS SHALL BE FLUSH WITH THE CONTROL
 WALL PER THE GUIDELINES. THE PLANS SHAOW THE CLEAR
 FLOOR SPACE FLUSH WITH THE WALL WITH THE TOWEL BAR.
 THIS DOES NOT COMPLY WITH THE GUIDELINES.
 10) SHT. A8.03 - DETAIL #8 - GRAB BAR BLOCKING DETAIL -
 THE MAXIMUM DISTANCE TO THE BOTTOM OF THE REINFORCEMENT
 ABOVE THE TOP OF THE TUB SHALL BE 6 INCHES PER FIGURE
 #4 OF THE GUIDELINES. SEE THE BACK WALL DETAIL. PLACE A
 NOTE THAT THE 3'-2" MEASUREMENT IS MINIMUM TO THE TOP
 OF THE BACKING.
 11) PER THE GUIDELINES, THE SEAT BLOCKING IN 36 INCH BY
 36 INCH SHOWERS SHALL BE LOCATED ON THE WALL OPPOSITE
 THE CONTROLS AND MUST BE RUN THE FULL WIDTH OF THE
 SHOWER STALL , STARTING AT THE FLOOR TO A MINIMUM
 HEIGHT OF 24 INCHES WHEN THE SHOWER IS THE ONLY BATHING
 FIXTURE IN THE UNIT.
 12) SHT.A8.03 - THE NOTE AT THE GRAB BAR LOCATION
 DETAIL STATES THAT ALL GRAB BAR BLOCKING SHALL BE 2 X 4
 WOOD. THE GUIDELINES REQUIRE A MINIMUM WIDTH OF 6
 INCHES. A 2 X 8 WILL PROVIDE THE MINIMUM WIDTH OF 6
 INCHES.
 13) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE OIL
 SMART PUMP SYSTEM. FBC SEC. 107.2.1.
 14) THE HUB DRAIN AND THE FLOOR DRAIN IN THE TRASH ROOM
 SHALL BE EQUIPPED WITH TRAP PRIMERS PER 2014 FPC SEC.
 1002.4.
 15) SHT. P5.01 - THE CONDENSATE DRAIN RISERS AND THE
 WATER RISERS ARE IDENTIFIED WITH THE SAME
 IDENTIFICATION TAGS. PLEASE REVISE THE I.D. TAGS SO THE
 RISERS ARE NOT CONFUSED WITH EACH OTHER. 2014 FBC SEC.
 107.2.1.
 16) SUBMIT DETAILS FOR THE DOMESTIC WATER PUMP.2014 FBC
 SEC. 107.2.1.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status N Date 2016-09-14 Cont ID  
Sent By jwitmer Date 2016-09-14 Time 07:11 Rev Time 0.00
Received By jwitmer Date 2016-09-14 Time 07:11 Sent To  
Notes
2016-09-14 07:14:03BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16010427
 ADD: 7150 OKEECHOBEE BLVD. BLDG. TYPE II/ BLDG. # 4.
 CONT: ELEV8 CONSTRUCTION CO. / STEVE NAPIER
 TEL: 561-891-0414
 E-MAIL: [email protected]
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 4TH REVIEW
 DATE: WED. SEPT. 14/2016
 NOTE: THIS REVIEW IS FOR BUILDING TYPE II, NOT FOR THE
 SITE PLAN, OR ANY ASSOCIATED AMENITIES.
 SITE SOILS REPORT : SEE PERMIT: 16020377 RECREATION/
 LEASE CENTER
  
 ACTION: BUILDING PROVISO
  
 1) PRODUCT APPROVALS TO BE DEFERRED SUBMITTALS.
 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL. COMPONENTS & CLADDING. 2014
 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF
 PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE
 PRODUCT APPROVALS:
 (31)(D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status N Date 2016-04-19 Cont ID  
Sent By   Date 2016-04-19 Time   Rev Time 0.00
Received By   Date 2016-04-19 Time   Sent To  
Notes
2016-05-02 09:58:37ROOFING: DEFERRED SUBMITTAL. TO BE SUBMITTED AFTER
 PREMIT ISSUANCE.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2016-02-16 Cont ID  
Sent By jwitmer Date 2016-02-16 Time 13:08 Rev Time 0.00
Received By jwitmer Date 2016-02-16 Time 13:08 Sent To  
Notes
2016-02-16 13:09:30NO ROOFING PRODUCT APPROVALS WERE SUBMITTED IN THIS
 REVIEW CYCLE. J. WITMER
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2016-02-11 Cont ID  
Sent By jwitmer Date 2016-02-11 Time 10:40 Rev Time 0.00
Received By jwitmer Date 2016-02-11 Time 10:38 Sent To  
Notes
2016-02-11 10:40:26NO ROOFING PRODUCT APPROVALS WERE SUBMITTED FOR THIS
 REVIEW CYCLE.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2016-09-14 Cont ID  
Sent By skennedy Date 2016-09-14 Time 10:29 Rev Time 0.00
Received By skennedy Date 2016-09-14 Time 10:29 Sent To  
Notes
2016-09-14 09:55:48ELECTRICAL SIGNATURES OK
2016-09-14 07:21:59WED. SEPT. 14/2016 ARCHITECTURAL & STRUCTURAL SHEETS
 CHECKED FOR ELECTRONIC SIGNATURES. JW
2016-09-12 11:29:53DIGITAL SIGNATURES FOR MECHANICAL PLANS AND DOCUMENTS
 CHECKED.
 9/12/16
2016-04-01 13:19:49ORIGINAL SET OF PLANS IN LIBRARY
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status P Date 2016-07-19 Cont ID  
Sent By jwitmer Date 2016-07-19 Time 10:26 Rev Time 0.00
Received By jwitmer Date 2016-07-19 Time 10:26 Sent To  
Notes
***NONE***
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status F Date 2016-07-19 Cont ID  
Sent By jwitmer Date 2016-07-19 Time 10:25 Rev Time 0.00
Received By jwitmer Date 2016-05-02 Time 17:34 Sent To  
Notes
2016-05-02 17:34:18JWITMER'S DESK
Review Stop Z ZONING
Rev No 4 Status P Date 2016-08-29 Cont ID  
Sent By llouie Date 2016-08-29 Time   Rev Time 0.00
Received By llouie Date 2016-08-29 Time   Sent To  
Notes
2016-08-29 15:50:07ZONING PASSED WITH THE FOLLOWING PROVISOS:
  
 1.) THE APPLICANT SHALL OBTAIN A ROW PERMIT FROM THE
 PALM BEACH COUNTY DEPARTMENT OF ENGINEERING AND PUBLIC
 WORKS FOR THE ACCESS POINT ON SKEES RD. PRIOR TO FIRST
 INSPECTION. A COPY OF THE ROW PERMIT SHALL BE PROVIDED
 TO THE DEVELOPMENT SERVICES DEPARTMENT - PLANNING
 DIVISION.
  
 2.) ALL OTHER CONDITIONS OF APPROVAL IN RESOLUTION NO.
 322-15 SHALL REMAIN IN EFFECT.
Review Stop Z ZONING
Rev No 3 Status F Date 2016-07-14 Cont ID  
Sent By llouie Date 2016-07-14 Time   Rev Time 0.00
Received By llouie Date 2016-07-14 Time   Sent To  
Notes
2016-07-14 09:25:52** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) RESOLUTION NO. 322-15, APPROVING THE OKEECHOBEE
 COMMONS RESIDENTIAL DSI PROJECT, REQUIRES THAT CERTAIN
 CONDITIONS ARE MET PRIOR TO THE APPROVAL OF ANY
 BUILDING PERMIT BY THE ZONING DIVISION. PLEASE PROVIDE
 ANY DOCUMENTATION TO THE DEVELOPMENT SERVICES
 DEPARTMENT-PLANNING DIVISION VERIFYING THAT THE
 CONDITIONS HAVE BEEN MET. [REPEAT COMMENT FROM
 4/07/2016]
  
 2.) THE SITE PLAN DOES NOT MATCH THE LATEST APPROVED
 AMENDMENT TO THE SITE PLAN (REFERENCE: PB 1491K,
 APPROVED BY THE PLANNING DIVISION ON 7/8/16 WITH
 CONDITIONS). THE SITE PLAN WILL NEED TO BE UPDATED FOR
 CONSISTENCY. ALSO, THE SITE PLAN MUST ALSO ILLUSTRATE
 ALL SETBACKS PER THE APPROVED SITE PLAN.
  
 3.) DETAIL TO SECURITY GATE LOCATED ALONG SKEES ROAD
 ADDED TO THE PERMIT SET (SHEET A1.11). PLEASE NOTE THAT
 THE HEIGHT OF THE SECURITY GATE DOES NOT MATCH THE
 HEIGHT OF THE GATE PROVIDED IN THE APPROVED SITE PLAN.
 PLEASE CORRECT. ALSO, A SEPARATE PERMIT APPLICATION FOR
 THE SECURITY GATE WILL BE REQUIRED.
  
 REVISIONS TO THE PLANS MAY RESULT IN ADDITIONAL
 COMMENTS. PLEASE CONTACT LINDA LOUIE @ (561) 822-1458
 IF THERE ARE QUESTIONS.
  
Review Stop Z ZONING
Rev No 2 Status F Date 2016-04-07 Cont ID  
Sent By llouie Date 2016-04-07 Time   Rev Time 0.00
Received By llouie Date 2016-04-07 Time   Sent To  
Notes
2016-04-07 12:24:29** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS IN WRITING AND/OR
 ON THE PLANS WHERE APPLICABLE:
  
 1.) RESOLUTION NO. 322-15, APPROVING THE OKEECHOBEE
 COMMONS RESIDENTIAL DSI PROJECT, REQUIRES THAT CERTAIN
 CONDITIONS ARE MET PRIOR TO THE APPROVAL OF ANY
 BUILDING PERMIT BY THE ZONING DIVISION. PLEASE PROVIDE
 ANY DOCUMENTATION TO THE DEVELOPMENT SERVICES
 DEPARTMENT-PLANNING DIVISION VERIFYING THAT THE
 CONDITIONS HAVE BEEN MET. [2/10/16 REPEAT COMMENT]
  
 2.) ANY CHANGES TO THE SITE PLAN WILL REQUIRE AN
 AMENDMENT TO THE DSI.
  
 PLEASE NOTE THAT ANY CHANGES ON THE RESUBMITTED PLANS
 MAY RESULT IN ADDITIONAL COMMENTS. CONTACT LINDA LOUIE
 @ (561) 822-1458 IF YOU HAVE QUESTIONS.
  
Review Stop Z ZONING
Rev No 1 Status F Date 2016-02-10 Cont ID  
Sent By llouie Date 2016-02-10 Time 11:16 Rev Time 0.00
Received By llouie Date 2016-02-10 Time 11:16 Sent To  
Notes
2016-02-10 11:16:49** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS IN WRITING AND/OR
 ON THE PLANS WHERE APPLICABLE:
  
 RESOLUTION NO. 322-15, APPROVING THE OKEECHOBEE COMMONS
 RESIDENTIAL DSI PROJECT, REQUIRES THAT CERTAIN
 CONDITIONS ARE MET PRIOR TO THE APPROVAL OF ANY
 BUILDING PERMIT BY THE ZONING DIVISION. PLEASE PROVIDE
 ANY DOCUMENTATION TO THE DEVELOPMENT SERVICES
 DEPARTMENT-PLANNING DIVISION VERIFYING THAT THE
 CONDITIONS HAVE BEEN MET.
  
 PLEASE NOTE THAT ANY CHANGES ON THE RESUBMITTED PLANS
 MAY RESULT IN ADDITIONAL COMMENTS. CONTACT LINDA LOUIE
 @ (561) 822-1458 IF YOU HAVE QUESTIONS.
  
2016-02-03 15:06:362-3-16


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