Plan Review Details - Permit 17120057
Plan Review Stops For Permit 17120057
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2018-03-15 Cont ID  
Sent By aclange Date 2018-03-15 Time 11:32 Rev Time 0.00
Received By aclange Date 2018-03-15 Time 11:32 Sent To  
Notes
***NONE***
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2018-01-17 Cont ID  
Sent By aclange Date 2018-01-17 Time 10:34 Rev Time 0.00
Received By aclange Date 2018-01-17 Time 10:10 Sent To  
Notes
2018-01-17 10:36:57****PLAN REVIEW COMMENTS****
  
 ART LANGE BUILDING PLANS EXAMINER
  
 DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33402
  
 561-805-6718 [email protected]
  
  
 PROPERTY ADDRESS NOT SHOWN ON PLANS.
  
 THE ADDRESS OF 1520 BELVEDERE ROAD ON THE PERMIT
 APPLICATION SHOULD BE USED.
  
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status P Date 2020-03-11 Cont ID  
Sent By shill Date 2020-03-11 Time 13:22 Rev Time 0.00
Received By shill Date 2020-03-11 Time 13:22 Sent To  
Notes
2020-03-11 13:24:00AIPP OK PER EMAIL FROM SYBILLE WELTER DATED 3/10/20
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2018-04-30 Cont ID  
Sent By shill Date 2018-04-30 Time 14:05 Rev Time 0.00
Received By shill Date 2018-04-30 Time 11:50 Sent To  
Notes
2018-04-30 12:26:39****PROVISOS****
 [email protected], 561-805-6724
  
 1. SEPARATE PERMITS REQUIRED FOR SIGNAGE, PARKING LOT,
 FIRE ALARM, FIRE SPRINKLER, LOW VOLTAGE, ACCESS - ALL
 ITEMS OTHER THAN BMEP.
  
 2. ISSUED AT APPLICANT'S RISK - SITE PLAN DEPICTS
 PARKING LOT STRIPING WHICH IS NOT IN ACCORDANCE WITH
 CITY STANDARDS. PARKING LOT WILL BE REVIEWED UNDER A
 SEPARATE PAVING PERMIT.
  
 3. PROVIDE ORIGINAL SIGNED AND SEALED SOILS BEFORE
 FIRST INSPECTION.
  
 4. REVISION SHOWING COMPLIANCE WITH FBC ACCESSIBLITY
 225 REQUIRED PRIOR TO CO.
  
 5. PRODUCT APPROVALS REVIEWED BY DESIGNER OF RECORD ARE
 TO BE SUBMITTED TO THE BUILDING DIVISION PRIOR TO
 INSTALLATION.
  
 ******************************
 17120057 BUILDING DATA FOR C.O./REPORTING
  
 USC-404 328 - NEW: STORAGE GARAGE/SHED
 SQUARE FEET - 111502
  
 CONSTRUCTION TYPE: IIA
 UNITS: 1
 FLOORS: 5
 BEDROOMS:
 ROOMS:
 SQ FT LIVABLE: 111502
 SQ FT FOOTPRINT: 23318
 SQ FT ROOF: 23318
  
 SETBACKS FRONT (USE THIS TO ENTER VERTICAL DATUM IF
 KNOWN):
 SETBACKS BACK (USE THIS TO ENTER FIRST FLOOR IF KNOWN):
 XX.XX
 SETBACKS LEFT (USE THIS TO ENTER SECOND FLOOR IF KNOWN:
 XX.XX
 OCC LOAD: 234
 PROP USE: SELF STORAGE
 SPRINKLER SYS? Y
 SPRK REQ'D? Y
 BATHRMS:
  
 BLDG CODE: FL 2014
 OCC CLASS: 5TH ED S-1
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2018-03-15 Cont ID  
Sent By aclange Date 2018-03-15 Time 14:51 Rev Time 0.00
Received By aclange Date 2018-03-15 Time 08:51 Sent To  
Notes
2018-03-15 14:54:45****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
 SECOND REVIEW:
  
 **BUILDING HAS PASSED**
  
 1. ADDRESSED. BUILDING IS NOT IN A FLOOD ZONE.
  
 3. PERMIT VALUE HAS BEEN UPDATED AS I CALCULATED BELOW.
  
 PERMIT VALUE
 BASED ON ICC BVD , BUILDING VALUATION DATA FOR GROUP S
 1 STORAGE IN TYPE IIA CONSTRUCTION THIS HAS A SQUARE
 FOOT COST OF $92.40 PER SQUARE FOOT X 110,433 SQ. FT.
 OF STORAGE = $10,204,009
 BUSINESS $173.86 PER SQUARE FOOT X 1069 SQ. FT. =
 $185,856
 TOTAL COST = 10,389,865
  
 FBC 108.3 BUILDING PERMIT VALUATION.
  
 4. OK. RECEIVED GEOTECHNICAL SOILS REPORT.
  
 5. PARTIALLY COMPLIED: RESUMES NOT PROVIDED FOR
 ENGINEER AND EACH INSPECTOR. SEE PAGE 4 NUMBER 3 OF THE
 THRESHOLD AGREEMENT FOR FURTHUR INSTRUCTIONS.
  
 I WILL MOVE THIS TO A THRESHOLD STOP SO THAT THIS CAN
 BE APPROVED.
  
 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.
  
 6. OK. SUBSTITUTED WITH DENSGLASS.
  
 FINISHES
 SEE PAGE A5.8, WALL SECTION 1 AND DIVISION 9 FINISHES
 9.41 5/8 INCH CDX PLYWOOD USED.
 COMBUSTIBLE MATERIALS IN TYPE II CONSTRUCTION FBC 603.
  
 7. OK. DEFFERED SUBMITTALS LISTED.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2018-01-17 Cont ID  
Sent By al Date 2018-01-17 Time 09:45 Rev Time 0.00
Received By aclange Date 2018-01-17 Time 09:20 Sent To  
Notes
2018-01-17 09:43:59****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
  
 ART IN PUBLIC PLACES
 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]
  
 1. FLOOD ZONE
  
 THIS PROPERTY IS IN FLOOD ZONE A.
 FLOOD ZONE CERTIFICATES/ SURVEYORS- DEPT. OF
 AGRICULTURE
 ARTICLE XVII ORDINANCES ARTICLE XVII FLOOD PREVENTION &
 CONTROL
  
 FBC BUILDING 1612 AND CITY OF WPB CODE OF SECTION
 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD ZONE. A
 FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED. PLEASE
 REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS REQUIRE
 AN ADDITIONAL 6 INCHES/ (12 INCHES OF ELEVATION IF
 PERMIT APPLICATION IS ON OR AFTER SEPT. 12,2016, AFTER
 OCT. 11, 2017 AN ADDITIONAL ONE FOOT OF FREE BOARD WILL
 BE REQUIRED OR (2) FEET ABOVE BASE FLOOD.
  
  
 FBC 1612.1 GENERAL.
  
 WITHIN FLOOD HAZARD AREAS AS ESTABLISHED IN SECTION
 1612.3, ALL NEW CONSTRUCTION OF BUILDINGS, STRUCTURES
 AND PORTIONS OF BUILDINGS AND STRUCTURES, INCLUDING
 SUBSTANTIAL IMPROVEMENT AND RESTORATION OF SUBSTANTIAL
 DAMAGE TO BUILDINGS AND STRUCTURES, SHALL BE DESIGNED
 AND CONSTRUCTED TO RESIST THE EFFECTS OF FLOOD HAZARDS
 AND FLOOD LOADS. FOR BUILDINGS THAT ARE LOCATED IN MORE
 THAN ONE FLOOD HAZARD AREA, THE PROVISIONS ASSOCIATED
 WITH THE MOST RESTRICTIVE FLOOD HAZARD AREA SHALL
 APPLY.
  
 AFTER OCTOBER 5TH 2017 THE NGVD HAS BEEN UPDATED TO
 NAVD88. PLEASE UPDATE THE PLANS TO REFLECT THIS AS WELL
 AS THE NEW FREE BOARD.
  
 FBC 1612.4 DESIGN AND CONSTRUCTION.
  
 THE DESIGN AND CONSTRUCTION OF BUILDINGS AND STRUCTURES
 LOCATED IN FLOOD HAZARD AREAS, INCLUDING COASTAL HIGH
 HAZARD AREAS, SHALL BE IN ACCORDANCE WITH CHAPTER 5 OF
 ASCE 7 AND WITH ASCE 24.
 WPB MUNI CODE 94-546
 SEC. 94-546. - PROVISIONS FOR FLOOD HAZARD REDUCTION.
  
 A) AREAS OF SPECIAL FLOOD HAZARD GENERALLY. IN ALL
 AREAS OF SPECIAL FLOOD HAZARD, THE FOLLOWING PROVISIONS
 ARE REQUIRED:
  
 (1) ALL NEW CONSTRUCTION AND SUBSTANTIAL IMPROVEMENTS
 SHALL BE ANCHORED TO PREVENT FLOTATION, COLLAPSE OR
 LATERAL MOVEMENT OF THE STRUCTURE, AND SHALL BE
 CONSTRUCTED WITH MATERIALS AND UTILITY EQUIPMENT
 RESISTANT TO FLOOD DAMAGE BY METHODS AND PRACTICES THAT
 MINIMIZE FLOOD DAMAGE.
  
 (2) ALL NEW AND REPLACEMENT WATER SUPPLY SYSTEMS AND
 SANITARY SEWAGE SYSTEMS SHALL BE DESIGNED TO MINIMIZE
 OR ELIMINATE INFILTRATION OF FLOOD WATERS INTO THE
 SYSTEMS AND DISCHARGES FROM THE SYSTEMS INTO FLOOD
 WATERS; ON-SITE WASTE DISPOSAL SYSTEMS SHALL BE LOCATED
 TO AVOID IMPAIRMENT TO THEM OR CONTAMINATION FROM THEM
 DURING FLOODING.
  
 (B) AREAS OF SPECIAL FLOOD HAZARD WITH BASE FLOOD
 ELEVATION PROVIDED. IN ALL AREAS OF SPECIAL FLOOD
 HAZARD WHERE BASE FLOOD ELEVATION DATA HAS BEEN
 PROVIDED AS SET FORTH IN THIS ARTICLE, THE FOLLOWING
 PROVISIONS ARE REQUIRED:
  
 (2) NONRESIDENTIAL CONSTRUCTION . ALL NEW CONSTRUCTION
 OR SUBSTANTIAL IMPROVEMENT OF ANY COMMERCIAL,
 INDUSTRIAL OR OTHER NONRESIDENTIAL STRUCTURE SHALL
 EITHER HAVE THE LOWEST FLOOR, INCLUDING BASEMENT,
 ELEVATED TO THE LEVEL OF ONE FOOT ABOVE THE BASE FLOOD
 ELEVATION OR, TOGETHER WITH ATTENDANT UTILITY AND
 SANITARY FACILITIES, BE FLOODPROOFED SO THAT BELOW ONE
 FOOT ABOVE THE FLOOD BASE LEVEL THE STRUCTURE IS
 WATERTIGHT, WITH WALLS SUBSTANTIALLY IMPERMEABLE TO THE
 PASSAGE OF WATER AND WITH STRUCTURAL COMPONENTS HAVING
 THE CAPABILITY OF RESISTING HYDROSTATIC AND
 HYDRODYNAMIC LOADS AND EFFECTS OF BUOYANCY. A
 REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT SHALL
 CERTIFY THAT THE STANDARDS OF THIS SUBSECTION ARE
 SATISFIED. SUCH CERTIFICATION SHALL BE PROVIDED TO THE
 CITY ENGINEER.
  
  
 2. FLOOD ZONE CERTIFICATES
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
  
 (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
 PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
 HEIGHT.
  
 (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
 ELEVATION CERTIFICATE IS REQUIRED
  
 (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE
 CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
 ATTENDANTS, A/C PADS OR OTHER SLABS FOR GENERATORS.
  
 FBC 107.2.5.1 DESIGN FLOOD ELEVATIONS. WHERE DESIGN
 FLOOD ELEVATIONS ARE NOT SPECIFIED, THEY SHALL BE
 ESTABLISHED IN ACCORDANCE WITH SECTION 1612.3.1.
  
 FBC 1612.1 GENERAL.
  
 WITHIN FLOOD HAZARD AREAS AS ESTABLISHED IN SECTION
 1612.3, ALL NEW CONSTRUCTION OF BUILDINGS, STRUCTURES
 AND PORTIONS OF BUILDINGS AND STRUCTURES, INCLUDING
 SUBSTANTIAL IMPROVEMENT AND RESTORATION OF SUBSTANTIAL
 DAMAGE TO BUILDINGS AND STRUCTURES, SHALL BE DESIGNED
 AND CONSTRUCTED TO RESIST THE EFFECTS OF FLOOD HAZARDS
 AND FLOOD LOADS. FOR BUILDINGS THAT ARE LOCATED IN MORE
 THAN ONE FLOOD HAZARD AREA, THE PROVISIONS ASSOCIATED
 WITH THE MOST RESTRICTIVE FLOOD HAZARD AREA SHALL
 APPLY.
  
 FBC 1612.4 DESIGN AND CONSTRUCTION.
  
 THE DESIGN AND CONSTRUCTION OF BUILDINGS AND STRUCTURES
 LOCATED IN FLOOD HAZARD AREAS, INCLUDING COASTAL HIGH
 HAZARD AREAS, SHALL BE IN ACCORDANCE WITH CHAPTER 5 OF
 ASCE 7 AND WITH ASCE 24.
  
 3. PERMIT VALUE
  
 BASED ON ICC BVD , BUILDING VALUATION DATA FOR GROUP S
 1 STORAGE IN TYPE IIA CONSTRUCTION THIS HAS A SQUARE
 FOOT COST OF $92.40 PER SQUARE FOOT X 110,433 SQ. FT.
 OF STORAGE = $10,204,009
  
 BUSINESS $173.86 PER SQUARE FOOT X 1069 SQ. FT. =
 $185,856
  
 TOTAL COST = 10,389,865
  
 FBC 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.
  
 THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE
 MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS.
 WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING
 PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE
 QUALIFIER AND OWNER AND BRINGS IN THE LISTED
 SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE
 QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND
 LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE
 FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN
 LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR
 EACH PERMIT.
  
 ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK
 STORAGE , ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL
 TANKS, GAS PERMIT, AWNING, CANOPY, FENCE, LANDSCAPE,
 IRRIGATION OR FOUNDATION OR STRUCTURE ONLY PERMIT WILL
 BE SEPARATE REVIEWS AND ASSOCIATED FEES WITH EACH
 PERMIT.
  
 PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE
 ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE
 STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE
 REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE
 BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE
 BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR
 THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE
 PRIME OR MASTER PERMIT.
  
 4. GEOTECHNICAL INVESTIGATIONS
  
 PLEASE PROVIDE A GEOTECHNICAL SOILS REPORT.
  
 FBC 1803.1 GENERAL.
 GEOTECHNICAL INVESTIGATIONS SHALL BE CONDUCTED IN
 ACCORDANCE WITH SECTION 1803.2 AND REPORTED IN
 ACCORDANCE WITH SECTION 1803.6. WHERE REQUIRED BY THE
 BUILDING OFFICIAL OR WHERE GEOTECHNICAL INVESTIGATIONS
 INVOLVE IN-SITU TESTING, LABORATORY TESTING OR
 ENGINEERING CALCULATIONS, SUCH INVESTIGATIONS SHALL BE
 CONDUCTED BY A REGISTERED DESIGN PROFESSIONAL.
  
 FBC 1803.2 INVESTIGATIONS REQUIRED.
 GEOTECHNICAL INVESTIGATIONS SHALL BE CONDUCTED IN
 ACCORDANCE WITH SECTIONS 1803.3 THROUGH 1803.5.
  
 EXCEPTION: THE BUILDING OFFICIAL SHALL BE PERMITTED TO
 WAIVE THE REQUIREMENT FOR A GEOTECHNICAL INVESTIGATION
 WHERE SATISFACTORY DATA FROM ADJACENT AREAS IS
 AVAILABLE THAT DEMONSTRATES AN INVESTIGATION IS NOT
 NECESSARY FOR ANY OF THE CONDITIONS IN SECTIONS
 1803.5.1 THROUGH 1803.5.6 AND SECTIONS 1803.5.10 AND
 1803.5.11.
  
 FBC 1803.3 BASIS OF INVESTIGATION.
 SOIL CLASSIFICATION SHALL BE BASED ON OBSERVATION AND
 ANY NECESSARY TESTS OF THE MATERIALS DISCLOSED BY
 BORINGS, TEST PITS OR OTHER SUBSURFACE EXPLORATION MADE
 IN APPROPRIATE LOCATIONS. ADDITIONAL STUDIES SHALL BE
 MADE AS NECESSARY TO EVALUATE SLOPE STABILITY, SOIL
 STRENGTH, POSITION AND ADEQUACY OF LOAD-BEARING SOILS,
 THE EFFECT OF MOISTURE VARIATION ON SOIL-BEARING
 CAPACITY, COMPRESSIBILITY, LIQUEFACTION AND
 EXPANSIVENESS.
  
 FBC 1803.3.1 SCOPE OF INVESTIGATION.
 THE SCOPE OF THE GEOTECHNICAL INVESTIGATION INCLUDING
 THE NUMBER AND TYPES OF BORINGS OR SOUNDINGS, THE
 EQUIPMENT USED TO DRILL OR SAMPLE, THE IN-SITU TESTING
 EQUIPMENT AND THE LABORATORY TESTING PROGRAM SHALL BE
 DETERMINED BY A REGISTERED DESIGN PROFESSIONAL.
  
 FBC 1803.4 QUALIFIED REPRESENTATIVE.
 THE INVESTIGATION PROCEDURE AND APPARATUS SHALL BE IN
 ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING
 PRACTICE. THE REGISTERED DESIGN PROFESSIONAL SHALL HAVE
 A FULLY QUALIFIED REPRESENTATIVE ON SITE DURING ALL
 BORING OR SAMPLING OPERATIONS.
  
 FBC 1803.5 INVESTIGATED CONDITIONS.
 GEOTECHNICAL INVESTIGATIONS SHALL BE CONDUCTED AS
 INDICATED IN SECTIONS 1803.5.1 THROUGH 1803.5.12.
  
 FBC 1803.5.1 CLASSIFICATION.
 SOIL MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH
 ASTM D 2487.
  
 FBC 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.
  
 FBC 1803.5.3 EXPANSIVE SOIL.
 IN AREAS LIKELY TO HAVE EXPANSIVE SOIL, THE BUILDING
 OFFICIAL SHALL REQUIRE SOIL TESTS TO DETERMINE WHERE
 SUCH SOILS DO EXIST.
  
 SOILS MEETING ALL FOUR OF THE FOLLOWING PROVISIONS
 SHALL BE CONSIDERED EXPANSIVE, EXCEPT THAT TESTS TO
 SHOW COMPLIANCE WITH ITEMS 1, 2 AND 3 SHALL NOT BE
 REQUIRED IF THE TEST PRESCRIBED IN ITEM 4 IS CONDUCTED:
  
 1. PLASTICITY INDEX (PI) OF 15 OR GREATER, DETERMINED
 IN ACCORDANCE WITH ASTM D 4318.
  
 2. MORE THAN 10 PERCENT OF THE SOIL PARTICLES PASS A
 NO. 200 SIEVE (75 ?M), DETERMINED IN ACCORDANCE WITH
 ASTM D 422.
  
 3. MORE THAN 10 PERCENT OF THE SOIL PARTICLES ARE LESS
 THAN 5 MICROMETERS IN SIZE, DETERMINED IN ACCORDANCE
 WITH ASTM D 422.
  
 4. EXPANSION INDEX GREATER THAN 20, DETERMINED IN
 ACCORDANCE WITH ASTM D 4829.
  
 FBC 1803.5.4 GROUND-WATER TABLE.
 A SUBSURFACE SOIL INVESTIGATION SHALL BE PERFORMED TO
 DETERMINE WHETHER THE EXISTING GROUND-WATER TABLE IS
 ABOVE OR WITHIN 5 FEET (1524 MM) BELOW THE ELEVATION OF
 THE LOWEST FLOOR LEVEL WHERE SUCH FLOOR IS LOCATED
 BELOW THE FINISHED GROUND LEVEL ADJACENT TO THE
 FOUNDATION.
  
 5. 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.
  
 A) 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 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.
  
 C) 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.
  
 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.
  
  
 6. FINISHES
  
 SEE PAGE A5.8, WALL SECTION 1 AND DIVISION 9 FINISHES
 9.41 5/8 INCH CDX PLYWOOD USED.
 COMBUSTIBLE MATERIALS IN TYPE II CONSTRUCTION FBC 603.
  
 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.
  
 FBC1406.2 COMBUSTIBLE EXTERIOR WALL COVERINGS.
 COMBUSTIBLE EXTERIOR WALL COVERINGS SHALL COMPLY WITH
 THIS SECTION.
  
 EXCEPTION: PLASTICS COMPLYING WITH CHAPTER 26.
  
 FBC 1406.2.1 TYPE I, II, III AND IV CONSTRUCTION.
  
 ON BUILDINGS OF TYPE I, II, III AND IV CONSTRUCTION,
 EXTERIOR WALL COVERINGS SHALL BE PERMITTED TO BE
 CONSTRUCTED OF COMBUSTIBLE MATERIALS, COMPLYING WITH
 THE FOLLOWING LIMITATIONS:
  
 1. COMBUSTIBLE EXTERIOR WALL COVERINGS SHALL NOT EXCEED
 10 PERCENT OF AN EXTERIOR WALL SURFACE AREA WHERE THE
 FIRE SEPARATION DISTANCE IS 5 FEET (1524 MM) OR LESS.
 2. COMBUSTIBLE EXTERIOR WALL COVERINGS SHALL BE LIMITED
 TO 40 FEET (12 192 MM) IN HEIGHT ABOVE GRADE PLANE.
 3. COMBUSTIBLE EXTERIOR WALL COVERINGS CONSTRUCTED OF
 FIRE-RETARDANT-TREATED WOOD COMPLYING WITH SECTION
 2303.2 FOR EXTERIOR INSTALLATION SHALL NOT BE LIMITED
 IN WALL SURFACE AREA WHERE THE FIRE SEPARATION DISTANCE
 IS 5 FEET (1524 MM) OR LESS AND SHALL BE PERMITTED UP
 TO 60 FEET (18 288 MM) IN HEIGHT ABOVE GRADE PLANE
 REGARDLESS OF THE FIRE SEPARATION DISTANCE.
  
 7. PRODUCT APPROVALS
  
 FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE
 PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED
 AND APPROVED IN WRITING BY THE DESIGNER OF RECORD.
 SPECIFICALLY, PROVIDE ROOFING, WINDOW, AND DOOR, ROOF
 HATCH AND STOREFRONT SUBMITTALS.
  
 ALTERNATIVELY YOU CAN SUBMIT THESE LATER AS A DEFERRED
 SUBMITTAL BY LISTING THEM 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.
  
 8. WELDED OR BOLTED CONNECTIONS
  
 THE CONTRACTOR IS REQUIRED TO PROVIDE 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.
  
  
 9. WHEN RESUBMITTING, PLEASE COMPLETE A RESUBMITTAL
 FORM:
  
 HTTP://WPB.ORG/DEVELOPMENT/WPCONTENT/UPLOADS/SITES/33/2
 013/09/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 3 Status P Date 2018-04-30 Cont ID  
Sent By jpearson Date 2018-04-30 Time 07:58 Rev Time 0.00
Received By jpearson Date 2018-04-30 Time 07:58 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2018-03-22 Cont ID  
Sent By jpearson Date 2018-03-22 Time 15:50 Rev Time 0.00
Received By jpearson Date 2018-03-22 Time 15:50 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2018-01-31 Cont ID  
Sent By jpearson Date 2018-01-31 Time 15:06 Rev Time 0.00
Received By jpearson Date 2018-01-31 Time 11:12 Sent To  
Notes
2018-01-31 15:06:42CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. BE ADVISED THAT FIRE ALARM, LOW VOLTAGE SYSTEMS,
 DAS, LIGHTNING PROTECTION, GENERATORS, COMMERCIAL HOOD
 SYSTEMS, SIGNS, SITE LIGHTING, AND SWIMMING POOLS
 (WHERE APPLICABLE) ARE NOT INCLUDED IN THE SCOPE OF
 THIS PLAN REVIEW. PROVIDE A BLOCK NOTE INDICATING THE
 REQUIRED SEPARATE PERMITS AND DATA SPECIFICATION SHEET
 SUBMITTALS FOR ANY OF THESE SYSTEMS PRESENT. FBC 105.1,
 107.2.1
 2. PROVIDE INTERSYSTEM BONDING TERMINATION POINT AT
 SERVICE. SHOW ON PLAN. NEC 250.94
 3. PROVIDE CHART OF INTERIOR LIGHTING POWER ALLOWANCES
 EXPRESSED IN WATTAGE PER THE FBC ENERGY CODE IN
 RELATION TO THE WATTAGE OF THE CONNECTED INTERIOR
 LIGHTING PROPOSED TO COMPLY WITH CODE. FBC EC 405.5.2
 4. DETAIL METHOD OF COMPLIANCE: LIGHTING NOT DESIGNATED
 FOR DUSK-TO-DAWN OPERATION SHALL BE CONTROLLED BY
 EITHER A COMBINATION OF A PHOTOSENSOR AND A TIME
 SWITCH, OR AN ASTRONOMICAL TIME SWITCH. LIGHTING
 DESIGNATED FOR DUSK-TO-DAWN OPERATION SHALL BE
 CONTROLLED BY AN ASTRONOMICAL TIME SWITCH OR
 PHOTOSENSOR. ALL TIME SWITCHES SHALL BE CAPABLE OF
 RETAINING PROGRAMMING AND THE TIME SETTING DURING LOSS
 OF POWER FOR A PERIOD OF AT LEAST 10 HOURS. FBC EC
 405.2.4
 5. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
 PANEL INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.
 NEC 110.9, 110.10
 6. PROVIDE NOTES TO INDICATE THE REQUIRED MARKING OF
 SERVICE EQUIPMENT FOR ARC FLASH HAZARD WARNING AND
 AVAILABLE FAULT CURRENT PER CODE. NEC 110.16, 110.24
  
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2018-01-22 Cont ID  
Sent By squinone Date 2018-01-22 Time   Rev Time 0.00
Received By squinone Date 2018-01-22 Time   Sent To  
Notes
2018-01-22 13:07:44REVIEWED THROUGH PERMIT NO. E17080002.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2018-01-04 Cont ID  
Sent By wjolin Date 2018-01-04 Time 13:14 Rev Time 0.00
Received By wjolin Date 2018-01-04 Time 09:57 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-04-30 Cont ID  
Sent By shill Date 2018-04-30 Time 14:09 Rev Time 0.00
Received By shill Date 2018-04-04 Time 15:54 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-03-23 Cont ID  
Sent By lmarchan Date 2018-03-23 Time 07:39 Rev Time 0.00
Received By lmarchan Date 2018-03-01 Time 17:00 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-02-09 Cont ID  
Sent By cpuell Date 2018-02-09 Time 12:44 Rev Time 0.00
Received By cpuell Date 2017-12-28 Time 07:44 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 4 Status P Date 2018-06-21 Cont ID  
Sent By skennedy Date 2018-06-21 Time 14:59 Rev Time 0.00
Received By skennedy Date 2018-06-21 Time 14:59 Sent To  
Notes
2018-06-21 14:59:53MU-2018-0162630000
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status F Date 2018-05-09 Cont ID  
Sent By shill Date 2018-05-09 Time 08:25 Rev Time 0.00
Received By shill Date 2018-05-09 Time 08:25 Sent To  
Notes
2018-05-09 08:28:53****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 SPOKE WITH CONTRACTOR - PREVIOUS REVIEW STATED THAT
 APPLICANT MUST PICK UP ONE SET OF PLANS. THIS IS NOT
 POSSIBLE AS THIS IS A ***DIGITAL SUBMITTAL***.
 APPLICANT IS TO PROVIDE PALM BEACH COUNTY IMPACT FEES
 WITH PLANS IDENTICAL TO THE PLANS THEY SUBMITTED TO US;
 SUGGESTED ARE ARCHITECTURAL SHEETS WHICH SHOW:
 FLOOR PLAN FOR EACH FLOOR
 CODE SUMMARY WHICH STATES OCCUPANCY CLASSIFICATION,
 SQUARE FOOT AREA FOR EACH OCCUPANCY AND FLOOR
  
 CONTACT 561-233-5025 FOR MORE INFORMATION
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2018-03-15 Cont ID  
Sent By aclange Date 2018-03-15 Time 11:33 Rev Time 0.00
Received By aclange Date 2018-03-15 Time 11:32 Sent To  
Notes
2018-03-15 11:33:11****PLAN REVIEW COMMENTS****
  
 ART LANGE BUILDING PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33402
 561-805-6718 [email protected]
  
 IMPACT 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 2018-01-17 Cont ID  
Sent By aclange Date 2018-01-17 Time 09:21 Rev Time 0.00
Received By aclange Date 2018-01-17 Time 09:21 Sent To  
Notes
2018-01-17 09:21:56****PLAN REVIEW COMMENTS****
  
 ART LANGE BUILDING PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33402
 561-805-6718 [email protected]
  
 IMPACT 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 3 Status P Date 2018-04-25 Cont ID  
Sent By ccole Date 2018-04-25 Time 12:04 Rev Time 0.00
Received By ccole Date 2018-04-25 Time 11:48 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2018-03-21 Cont ID  
Sent By ccole Date 2018-03-21 Time 07:23 Rev Time 0.00
Received By ccole Date 2018-03-16 Time 10:24 Sent To  
Notes
2018-03-21 07:35:592ND REVIEW FBC-2017 MECHANICAL
 PERMIT #17120057
 3/21/18
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET M1.1: PLEASE SEE SECTIONS 404.1 AND 404.2
 FBC-14 MECHANICAL COPIED BELOW . THE USE OF THE TIME
 CLOCK TO CONTROL THE OPERATION OF THE GARAGE EXHAUST
 SYSTEM IS NOT PERMITTED.
  
 404.1 ENCLOSED PARKING GARAGES.
 MECHANICAL VENTILATION SYSTEMS FOR ENCLOSED PARKING
 GARAGES SHALL BE PERMITTED TO OPERATE INTERMITTENTLY IN
 ACCORDANCE WITH ITEM 1, ITEM 2 OR BOTH.
  
 1. THE SYSTEM SHALL BE ARRANGED TO OPERATE
 AUTOMATICALLY UPON DETECTION OF VEHICLE OPERATION OR
 THE PRESENCE OF OCCUPANTS BY APPROVED AUTOMATIC
 DETECTION DEVICES.
  
 2. THE SYSTEM SHALL BE ARRANGED TO OPERATE
 AUTOMATICALLY BY MEANS OF CARBON MONOXIDE DETECTORS
 APPLIED IN CONJUNCTION WITH NITROGEN DIOXIDE DETECTORS.
 SUCH DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH
 THEIR MANUFACTURERS? RECOMMENDATIONS.
  
 404.2 MINIMUM VENTILATION.
 AUTOMATIC OPERATION OF THE SYSTEM SHALL NOT REDUCE THE
 VENTILATION AIRFLOW RATE BELOW 0.05 CFM PER SQUARE FOOT
 (0.00025 M3/S ? M2) OF THE FLOOR AREA AND THE SYSTEM
 SHALL BE CAPABLE OF PRODUCING A VENTILATION AIRFLOW
 RATE OF 0.75 CFM PER SQUARE FOOT (0.0038 M3/S ? M2) OF
 FLOOR AREA.
  
 REVIEWS ARE COMPLETE; HOWEVER YOUR APPLICATION HAS NOT
 BEEN APPROVED. YOU CAN VIEW THE COMMENTS BY SELECTING
 THE PLAN REVIEWS TAB AT: HTTP://ONESTOPSHOP.WPBGOV.COM/
 EGOVPLUS/PERMIT/PERM_STATUS.ASPX .
  
 2) COMMISSIONING OF THE MECHANICAL SYSTEMS IS REQUIRED-
 SEE SECTION C408.2 AND SUBMIT A COMMISSIONING PLAN.
  
 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 2018-01-26 Cont ID  
Sent By ccole Date 2018-01-26 Time 10:36 Rev Time 0.00
Received By ccole Date 2018-01-26 Time 10:36 Sent To  
Notes
2018-01-26 10:37:411ST REVIEW FBC-2014 MECHANICAL
 PERMIT #17120057
 1/26/18
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) THE ENERGYGAUGE REPORT IS MISSING COMPLIANCE DATA
 FOR SYSTEMS 1-6 AND 1-7.
  
 2) SHEET M1.1: CARBON DIOXIDE DETECTORS APPLIED IN
 CONJUNCTION WITH NITROGEN DIOXIDE DETECTORS ARE
 REQUIRED IN THE LOADING BAY AREA- SECTION 404.1(2).
  
 3) M1.1: REVISE THE NOTES TO INDICATE THE EXHAUST
 SYSTEM WILL OPERATE CONTINUOUSLY AND AUTOMATIC
 OPERATION OF THE SYSTEM SHALL NOT REDUCE THE MINIMUM
 AIRFLOW RATE BELOW 0.05 CFMS PER SQ. FT.
  
 4) M1.1: PROVIDE SUPPORT AND HANGING DETAILS FOR
 INSTALLATION OF THE INLINE EXHAUST FANS AND DUCTWORK.
  
 5) SHEETS M1.1, M1.2, M1.3, M1.4, M1.5: PLEASE CLARIFY
 HOW THE AHU'S OR EACH FLOOR WITHOUT THE USE OF DUCTWORK
 WILL BE ABLE TO DISTRIBUTE AIR EVENLY THROUGHOUT THE
 ZONES.
  
 6) M1.1, M1.1, M1.3, M1.4, & M1.5: PROVIDE CONDENSATE
 DISPOSAL PLANS FOR THE AIR HANDLERS
  
 7) PROVIDE THE MIAMI-DADE NOA'S FOR THE EF-8 WALL
 BRACKET, THE CONDENSER STANDS, AND THE O/A LOUVERS.
  
 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 2 Status P Date 2018-03-22 Cont ID  
Sent By gjohnson Date 2018-03-22 Time 17:45 Rev Time 0.00
Received By gjohnson Date 2018-03-22 Time 17:45 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2018-02-09 Cont ID  
Sent By gjohnson Date 2018-02-08 Time 15:33 Rev Time 0.00
Received By gjohnson Date 2018-02-07 Time 14:13 Sent To  
Notes
2018-02-09 12:23:071ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. SHT. A1.5 NOTE P.33 LIST THE SCUPPER AND EMERGENCY
 SCUPPER AT 24" X 8" SHT. A1.5A DETAIL #3 SHOWS THE
 SCUPPER AT 16" X 8" AND SHT. P1.5 SHOWS THE SCUPPER AT
 16" X4" PLEASE CLARIFY. PER WPB AMEND TO FBC
  
 2. PLEASE PROVIDE A DETAIL OF THE EMERGENCY SCUPPER
 SHOWING COMPLIANCE WITH. FBC 1503.4.2.1 OVERFLOW
 SCUPPERS.
 WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT
 PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR
 PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4
 INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND
 SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED
 VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET
 SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING.
  
 3. GRAB BARS SHALL BE MEASURED TO THE TOP OF THE
 GRIPPING SURFACE. PER FBC ACC 609.4
  
 4. SHOW COMPLIANCE WITH FBC ACC:
 604.5.1 SIDE WALL.
 THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1065 MM)
 LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM
 THE REAR WALL AND EXTENDING 54 INCHES (1370 MM) MINIMUM
 FROM THE REAR WALL.
 604.5.2 REAR WALL.
 THE REAR WALL GRAB BAR SHALL BE 36 INCHES (915 MM) LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24
 INCHES (610 MM) MINIMUM ON THE OTHER SIDE.
  
 5. THYE BREAK ROOM SINK SHALL COMPLY WITH FBC ACC 606.2
 + 606.3
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop P-IRRIGATE IRRIGATION REVIEW
Rev No 1 Status P Date 2018-02-08 Cont ID  
Sent By gjohnson Date 2018-02-08 Time 09:20 Rev Time 0.00
Received By gjohnson Date 2018-02-08 Time 09:20 Sent To  
Notes
2018-02-08 10:03:211ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. IRRIGATION SHEETS L1-1.01 + L1-5.01 ARE NOT
 DIGITALLY SIGNED
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status N Date 2018-03-15 Cont ID  
Sent By aclange Date 2018-03-15 Time 14:50 Rev Time 0.00
Received By aclange Date 2018-03-15 Time 14:49 Sent To  
Notes
2018-03-15 14:50:31DEFERRED SUBMITTAL. REQUIRED WITH ROOFING SUB PERMIT.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2018-01-17 Cont ID  
Sent By aclange Date 2018-01-17 Time 09:23 Rev Time 0.00
Received By aclange Date 2018-01-17 Time 09:23 Sent To  
Notes
2018-01-17 09:24:21ROOFING PRODUCT APPROVALS AND SUPPORTING DOCUMENTS
 REQUIRED BEFORE A ROOFING PERMIT SHALL BE ISSUED.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2018-04-30 Cont ID  
Sent By shill Date 2018-04-30 Time 12:00 Rev Time 0.00
Received By shill Date 2018-04-30 Time 11:52 Sent To  
Notes
2018-04-30 12:09:32****PROVISOS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)
 FBC B = FBC BUILDING
 FBC R = FBC RESIDENTIAL
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
  
 1. PROVISO - SOILS REPORT IS NOT DIGITALLY SIGNED AND
 SEALED; PROVIDE ORIGINAL PAPER DOCUMENTS
 2. OK - THRESHOLD INSPECTION PLAN IS NOT DIGITALLY
 SIGNED AND SEALED IN SUPPORTING DOCUMENTS, BUT IS
 INCLUDED IN SIGNED AND SEALED PLANS (SHEETS S1.5 &
 S1.6)
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2018-03-15 Cont ID  
Sent By aclange Date 2018-03-15 Time 14:49 Rev Time 0.00
Received By aclange Date 2018-03-15 Time 14:49 Sent To  
Notes
2018-03-22 17:46:013/22/18 PLUMB DIG SIG OK/GPJ
2018-03-15 14:48:49I APPROVED THE ARCHITECTURAL, STRUCTURAL AND CIVIL
 PAGES.
  
 ART LANGE
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 4 Status P Date 2018-03-21 Cont ID  
Sent By aclange Date 2018-03-21 Time 13:54 Rev Time 0.00
Received By aclange Date 2018-03-21 Time 12:59 Sent To  
Notes
2018-03-21 13:53:22THRESHOLD SPECIAL INSPECTOR AGREEMENT REVIEWED AND
 APPROVED. COPIES DELIVERED TO RICHARD GATHRIGHT AND KEN
 CONRAD.
 NOTIFIED TO CONTACT KEN FOR A PRECONSTRUCTION MEETING.
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 3 Status F Date 2018-03-15 Cont ID  
Sent By aclange Date 2018-03-15 Time 14:34 Rev Time 0.00
Received By aclange Date 2018-03-15 Time 14:32 Sent To  
Notes
2018-03-15 14:33:09 
 ****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
  
 THIRD REVIEW:
  
 RECEIVED AGREEMENT IN WITH THE DIGITAL DOCUMENTS.
  
 PARTIALLY COMPLIED: RESUMES NOT PROVIDED FOR ENGINEER
 AND FOR EACH INSPECTOR. SEE PAGE 4 NUMBER 3 OF THE
 THRESHOLD AGREEMENT FOR FURTHUR INSTRUCTIONS.
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status F Date 2018-03-09 Cont ID  
Sent By aclange Date 2018-03-09 Time 16:24 Rev Time 0.00
Received By aclange Date 2018-03-09 Time 16:17 Sent To  
Notes
2018-03-09 16:24:40****PLAN REVIEW COMMENTS****
  
 ART LANGE BUILDING PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33402
 561-805-6718 [email protected]
  
 THRESHOLD INSPECTOR AGREEMENT
  
 1. SEE THE REQUIREMENTS BELOW FROM PAGE 3 OF THE
 AGREEMENT.
  
 A. RESUMES NOT PROVIDED.
  
 B. JOSEAN DUPREY INSPECTOR IS ON THE CONTRACTORS PAGE.
 HE COULD BE ADDED TO PAGE 7.
  
  
  
  
 THRESHOLD BUILDINGS SPECIAL INSPECTOR PROGRAM
  
 THE CITY OF WEST PALM BEACH REQUIRES THE FOLLOWING
 ITEMS TO BE MET:
  
 1. COMPLETE THE SPECIAL INSPECTOR AGREEMENT IN FULL AND
 RETURN THREE ORIGINALS COMPLETED TO THE DEVELOPMENT
 SERVICES DEPARTMENT OF THE CITY OF WEST PALM BEACH.
 2. INSPECTOR MUST BE AN ENGINEER OR ARCHITECT QUALIFIED
 TO BE A SPECIAL INSPECTOR AS LISTED BY THE BOARD OF
 PROFESSIONAL ENGINEERS OR THE BOARD OF ARCHITECTURE AND
 INTERIOR DESIGN.
 3. ALL SPECIAL INSPECTORS ARE REQUIRED TO SUBMIT A
 RESUME OF INSPECTION EXPERIENCE ON PREVIOUS PROJECTS.
 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 APPOINTMENT WILL BE SCHEDULED IF DEEMED
 NECESSARY.
  
 UNDER NO CIRCUMSTANCES WILL AN INSPECTOR BE INTERVIEWED
 FOR WORK WITHOUT FIRST MEETING THE ABOVE CRITERIA.
  
 4. THE SPECIAL INSPECTOR SHALL BE PRESENT AT ALL TIMES
 THAT WORK IS IN PROGRESS FOR STRUCTURAL COMPONENTS
 OUTLINED IN THE INSPECTION PLAN AND THE MINIMUM
 STRUCTURAL INSPECTIONS OUTLINED IN THE FLORIDA BUILDING
 CODE THROUGH DRY-IN OF THE BUILDING. INSPECTIONS FOR
 OTHER COMPONENTS MAY BE ALLOWED ON AN AS NEEDED BASIS
 ONLY WHEN THE BUILDING OFFICIAL OR HIS DESIGNEE CAN
 STILL VISUALLY INSPECT THE INCORPORATION OF SUCH
 COMPONENT INTO THE BUILDING. AT THE COMPLETION OF THE
 CONSTRUCTION WORK OR PROJECT, THE SPECIAL INSPECTOR
 SHALL SUBMIT A CERTIFICATE OF CODE COMPLIANCE TO THE
 BUILDING OFFICIAL OR DESIGNEE, STATING THAT WORK,
 INCLUDING SITE WORK, WAS DONE IN COMPLIANCE WITH THE
 CODE AND IN ACCORDANCE WITH THE PERMITTED PLANS AND
 SPECIFICATIONS.
 5. IF THE SPECIAL INSPECTOR IS NOT THE INSPECTOR ON
 SITE, AS REQUIRED BY ITEM 4 HEREIN, THEN HIS DULY
 AUTHORIZED REPRESENTATIVE IS REQUIRED AS A MINIMUM TO
 POSSESS A CURRENT STANDARD CERTIFICATION AS A BUILDING
 INSPECTOR LICENSED FROM THE FLORIDA DEPARTMENT OF
 BUSINESS AND PROFESSIONAL REGULATION, PURSUANT TO
 CHAPTER 468 PART XII OF THE FLORIDA STATUTES PER
 SECTION 110.8.6 FLORIDA BUILDING CODE.
 6. THE SPECIAL INSPECTOR SHALL REMAIN WITH THE PROJECT
 UNTIL ISSUANCE OF THE CERTIFICATE OF CODE COMPLIANCE
 AND AFTER CALLING FOR A FINAL INSPECTION TO BE MADE AND
 APPROVED BY THE BUILDING OFFICIAL OR HIS DESIGNEE.
  
 7. ANY REQUEST TO CHANGE A SPECIAL INSPECTOR, A DULY
 AUTHORIZED REPRESENTATIVE, OR ADD A DULY AUTHORIZED
 REPRESENTATIVE SHALL ONLY OCCUR UPON APPROVAL OF THE
 BUILDING OFFICIAL OR HIS DESIGNEE.
 ?
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status F Date 2018-01-17 Cont ID  
Sent By aclange Date 2018-01-17 Time 12:38 Rev Time 0.00
Received By aclange Date 2018-01-17 Time 12:38 Sent To  
Notes
2018-01-17 12:39:21SEE BUILDING REVIEW COMMENTS REGARDING THRESHOLD
 INSPECTION PROCESS.
Review Stop Z ZONING
Rev No 2 Status P Date 2018-03-21 Cont ID  
Sent By ajones Date 2018-03-21 Time 15:51 Rev Time 0.00
Received By ajones Date 2018-03-21 Time 15:51 Sent To  
Notes
2018-03-21 15:53:443/21/18- PASSED WITH THE PROVISO THAT SEPARATE PERMITS
 ARE REQUIRED FOR LANDSCAPING, PARKING LOT STRIPING,
 SIGNAGE, DUMPSTER ENCLOSURE.
Review Stop Z ZONING
Rev No 1 Status P Date 2018-01-23 Cont ID  
Sent By LL Date 2018-01-23 Time   Rev Time  
Received By llouie Date 2018-01-23 Time   Sent To  
Notes
2018-01-23 15:54:55ZONING APPROVED WITH THE FOLLOWING PROVISOS:
  
 1.) MINOR CHANGES HAVE BEEN DETECTED FROM THE APPROVED
 PLANS (I.E.TOTAL BUILDING SQ. FT., SETBACK FOR THE NEC
 MONUMENT SIGN, RELOCATION OF SITE LIGHTING, CHANGES TO
 THE FLOOR PLANS AND ELEVATIONS). A MINOR PD AMENDMENT
 WILL BE REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE
 OF OCCUPANCY FOR THE AS-BUILT.
  
 2.) THE RELOCATIONS AND/OR REMOVAL OF ANY TREES/PALMS
 ON PREMISE WILL REQUIRE A TREE ALTERATION PERMIT PRIOR
 TO THE REMOVAL/RELOCATION.
  
 3.) SEPARATE PERMIT APPLICATIONS AND REVIEWS REQUIRED
 FOR THE FOLLOWING: TEMPORARY CONSTRUCTION FENCE,
 LANDSCAPING, IRRIGATION, SITE LIGHTING AND BUILDING
 SIGNAGE.


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