Plan Review Details - Permit 17090201
Plan Review Stops For Permit 17090201
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2018-02-26 Cont ID  
Sent By aclange Date 2018-02-26 Time 15:43 Rev Time 0.00
Received By aclange Date 2018-02-26 Time 15:31 Sent To  
Notes
2019-05-13 08:36:51***BASED ON THE PAPER 1979 FIRM WHICH WAS IN EFFECT AT
 TIME OF FOUNDATION PERMIT SUBMITTAL, THIS STRUCTURE IS
 NOT LOCATED IN A SFHA****
  
  
  
2018-02-26 15:32:49THIS PARCEL IS LOCATED IN SFHA AE WITH A BFE OF 7.0'
 NGVD29. PROPOSED FFE IS 9.0' NGVD29.
  
 PROVISO:
 PRIOR TO CONCRETE POUR, A "BUILDING UNDER CONSTRUCTION"
 (FORM BOARD) ELEVATION CERTIFICATE IS REQUIRED.
 PRIOR TO FINAL INSPECTION, A "FINISHED CONSTRUCTION"
 ELEVATION CERTIFICATE IS REQUIRED. THE FINISHED
 CONSTRUCTION ELEVATION CERTIFICATE MAY BE SENT VIA
 EMAIL FOR PRELIMINARY REVIEW. A SIGNED AND SEALED
 ORIGINAL FINISHED CONSTRUCTION ELEVATION CERTIFICATE IS
 TO BE SUBMITTED AT THE BUILDING DIVISION, REVIEWED AND
 APPROVED PRIOR TO FINAL INSPECTION. THIS SHOULD BE DONE
 AS EARLY AS POSSIBLE AFTER FINAL GRADE IS COMPLETE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2018-02-15 Cont ID  
Sent By aclange Date 2018-02-15 Time 10:22 Rev Time 0.00
Received By aclange Date 2018-02-15 Time 08:52 Sent To  
Notes
2018-02-15 10:21:37****PLAN REVIEW COMMENTS****
  
 PERMIT APPLICATION 17090201
 ART LANGE BUILDING PLANS EXAMINER
 561-805-6667 [email protected]
  
 FBC FLORIDA BUILDING CODE 2014 5TH EDITION/ FRC FLORIDA
 RESIDENTIAL CODE 2015 5TH EDITION
  
 2ND REVIEW
 DATE: FEBRUARY 15, 2018
 ACTION: DENIED
  
 1. ADDRESSED
  
 2. WILL BE A PROVISO WHEN ISSUED:
 FLOOD ZONE CERTIFICATES
 FBC BUILDING 1612 AND CITY OF WPB CODE OF ORDINANCES
 SECTION 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD
 ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED.
 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.
  
 3. NOT ADDRESSED
 SUPPORTING DOCUMENTS SUBMITTED FROM ARDAMAN @
 ASSOCIATED SHALL BE REVIEWED BY THE ARCHITECT OF RECORD
 AND STAMPED AS REVIEWED AND APPROVED.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC...
  
 4. PARTIALLY ADDRESSED. EMAILED ANDREW SULLIVAN THE
 MOST RECENT VERSION OF THE THRESHOLD INSPECTOR
 AGREEMENT. 2/15/18. REQUESTED THAT PAGES 6,7 AND 8 BE
 COMPLETED AND ADDED TO THE SUPPORTING DOCUMENTS.
 A) INCLUDE PROJECT ADDRESS AS 251 NARCISSUS AVE
 B) COMPLETE CONTRACTOR AND OWNERS INFORMATION THAT WAS
 NOT PROVIDED.
  
 4A. THRESHOLD INSPECTION PLAN FL S. S. 553.71(7). 2010
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 109.3.6.1 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.
  
 4B. THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUESTS 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.
  
 4C. 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.
  
 5. ADDRESSED
  
 6. ADDRESSED
  
 7. ADDRESSED
  
 8. ADDRESSED
  
 9. ADDRESSED
  
 10. ADDRESSED
  
 11. ADDRESSED
  
 12. ADDRESSED
  
 13. NOT USED AS AN ALTERNATIVE, ADDRESSED TO DATE WE
 HAVE NO COMPANY SIGNED ON TO OVERSEE THE AUGER CAST
 PILE OR TEST PILE. FBC-B 1803.4 QUALIFIED
 REPRESENTATIVE. 2010 FLORIDA BUILDING CODE W * 2010
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION SECTION 117 TESTS. THE
 BUILDING OFFICIAL MAY REQUIRE TESTS OR TEST REPORTS AS
 PROOF OF COMPLIANCE. REQUIRED TESTS ARE TO BE MADE AT
 THE EXPENSE OF THE OWNER, OR AGENT, BY AN APPROVED
 TESTING LABORATORY OR OTHER APPROVED AGENCY.
  
 13A. NOT USED AS AN ALTERNATIVE, ADDRESSED SHOW HOW THE
 RECOMMENDATIONS FROM THE SUBSURFACE EXPLORATION AND
 GEOTECHNICAL ENGINEERING EVALUATION RECOMMENDATIONS
 WILL BE MET. FOR EXAMPLE 8.1.2 WILL SHEET PILE BE USED
 ON THE WEST EDGE OF THE HELEN WILKES SITE OR ALONG
 OLIVE AVE AND 2ND STREET. WILL COMPRESSION/ TENSION
 PILES BE USED TO SUPPORT THE SUPERSTRUCTURE? SHOW
 DETAILS ON PLANS HOW THIS WILL BE ACHIEVED.
  
 14. ADDRESSED
  
 15. ADDRESSED
  
 16. ADDRESSED
  
 17. ADDRESSED
  
  
 WHEN RESUBMITTING, PLEASE COMPLETE A RESUBMITTAL FORM:
  
 HTTP://WPB.ORG/DEVELOPMENT/WP-CONTENT/UPLOADS/SITES/33/
 2013/09/APPLICATION_RESUBMITTAL_FORM_04132010.PDF
  
 THIS FORM IS ALSO AVAILABLE AT THE BUILDING DIVISION.
  
 WHEN RESUBMITTING, SWAP OUT SHEETS WHICH HAVE CHANGED
 SO THAT THERE ARE TWO COMPLETE, COLLATED SETS OF PLANS
 READY FOR PERMIT ISSUANCE. OLD SHEETS ARE TO BE
 RETAINED IN THE PERMIT APPLICATION PACKAGE (SEPARATE
 FROM THE PERMIT SETS) AND MARKED *OLD SHEETS* OR
 *VOID*. PLEASE KEEP BOTH SETS OF OLD VOIDED SHEETS IN
 THE PERMIT PACKAGE.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-11-08 Cont ID  
Sent By shill Date 2017-11-08 Time 13:22 Rev Time 0.00
Received By aclange Date 2017-11-08 Time 09:32 Sent To  
Notes
2017-11-08 13:27:23****PLAN REVIEW COMMENTS****
  
 PERMIT APPLICATION 17090201
 ART LANGE BUILDING PLANS EXAMINER
 561-805-6667 [email protected]
  
 FBC FLORIDA BUILDING CODE 2014 5TH EDITION/ FRC FLORIDA
 RESIDENTIAL CODE 2015 5TH EDITION
  
 1ST REVIEW
 DATE: NOVEMBER 8, 2017
 ACTION: DENIED
  
 1. NOTICE ONLY; 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 7/1/14, AND THE
 TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR
 GREATER THAN $500,000. 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.
  
 2. FLOOD ZONE CERTIFICATES
 FBC BUILDING 1612 AND CITY OF WPB CODE OF ORDINANCES
 SECTION 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD
 ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED.
 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.
  
 3. SUPPORTING DOCUMENTS SUBMITTED FROM ARDAMAN @
 ASSOCIATED SHALL BE REVIEWED BY THE ARCHITECT OF RECORD
 AND STAMPED AS REVIEWED AND APPROVED.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC...
  
 4. THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING.
 "THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN
 THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT.
 IN AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 4A. THRESHOLD INSPECTION PLAN FL S. S. 553.71(7). 2010
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 109.3.6.1 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.
  
 4B. THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUESTS 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.
  
 4C. 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.
  
 5. PLEASE SHOW HOW SLOPE LIMITS WILL BE ACHIEVED. 2014
 FBC 3304.1.1 SLOPE LIMITS. SLOPES FOR PERMANENT FILL
 SHALL NOT BE STEEPER THAN ONE UNIT VERTICAL IN TWO
 UNITS HORIZONTAL (50-PERCENT SLOPE). CUT SLOPES FOR
 PERMANENT EXCAVATIONS SHALL NOT BE STEEPER THAN ONE
 UNIT VERTICAL IN TWO UNITS HORIZONTAL (50-PERCENT
 SLOPE). DEVIATION FROM THE FOREGOING LIMITATIONS FOR
 CUT SLOPES SHALL BE PERMITTED ONLY UPON THE
 PRESENTATION OF A SOIL INVESTIGATION REPORT ACCEPTABLE
 TO THE BUILDING OFFICIAL.
  
 6. WHEN EXCAVATING WILL THE EXCESS SOILS BE STORED ON
 SITE? 2014 FBC 3304.1.2 SURCHARGE. NO FILL OR OTHER
 SURCHARGE LOADS SHALL BE PLACED ADJACENT TO ANY
 BUILDING OR STRUCTURE UNLESS SUCH BUILDING OR STRUCTURE
 IS CAPABLE OF WITHSTANDING THE ADDITIONAL LOADS CAUSED
 BY THE FILL OR SURCHARGE. EXISTING FOOTINGS OR
 FOUNDATIONS WHICH CAN BE AFFECTED BY ANY EXCAVATION
 SHALL BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED
 AGAINST SETTLEMENT AND SHALL BE PROTECTED AGAINST LATER
 MOVEMENT.
  
 7. PLEASE PROVIDE COMPLIANCE WITH: POLLUTION PREVENTION
 PLAN. 2010 FBC-B 3307.1 PROTECTION REQUIRED. ADJOINING
 PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM
 DAMAGE DURING CONSTRUCTION, REMODELING AND DEMOLITION
 WORK. PROVISIONS SHALL BE MADE TO CONTROL WATER RUNOFF
 AND EROSION DURING CONSTRUCTION OR DEMOLITION
 ACTIVITIES. THE PERSON MAKING OR CAUSING AN EXCAVATION
 TO BE MADE SHALL PROVIDE WRITTEN NOTICE TO THE OWNERS
 OF ADJOINING BUILDINGS ADVISING THEM THAT THE
 EXCAVATION IS TO BE MADE AND THAT THE ADJOINING
 BUILDINGS SHOULD BE PROTECTED. SAID NOTIFICATION SHALL
 BE DELIVERED NOT LESS THAN 10 DAYS PRIOR TO THE
 SCHEDULED STARTING DATE OF THE EXCAVATION.
  
 109.3.10 IMPACT OF CONSTRUCTION. ALL CONSTRUCTION
 ACTIVITY REGULATED BY THIS CODE SHALL BE PERFORMED IN A
 MANNER SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF
 ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS PERMITTED TO
 AFFECT SAID PROPERTY PURSUANT TO CONSENT BY THE
 APPLICABLE PROPERTY OWNER, UNDER TERMS & CONDITIONS
 AGREEABLE TO THE APPLICABLE PROPERTY OWNER. THIS
 INCLUDES BUT IS NOT LIMITED TO THE CONTROL OF DUST,
 NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE
 STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION
 ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE
 WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY
 REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE POSITIVE PATTERNS
 OF THE AFFECTED SITES. ACCORDINGLY, DEVELOPERS,
 CONTRACTORS, AND OWNERS OF ALL NEW RESIDENTIAL
 DEVELOPMENT, INCLUDING ADDITIONS, POOLS, PATIOS,
 DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING
 PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ.
 FT. OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A
 PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
 DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
 CERTIFICATION FROM A LICENSED ENGINEER SHALL BE
 SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL
 OF THE FINAL INSPECTION.
  
 8. PLEASE PROVIDE COMPLIANCE WITH: 2010 FBC 3303.5
 WATER ACCUMULATION. PROVISION SHALL BE MADE TO PREVENT
 THE ACCUMULATION OF WATER OR DAMAGE TO ANY FOUNDATIONS
 ON THE PREMISES OR THE ADJOINING PROPERTY.
  
 9. FBC 3306.9 ADJACENT TO EXCAVATIONS. EVERY EXCAVATION
 ON A SITE LOCATED 5 FEET (1524 MM) OR LESS FROM THE
 STREET LOT LINE SHALL BE ENCLOSED WITH A BARRIER NOT
 LESS THAN 6 FEET (1829 MM) HIGH. WHERE LOCATED MORE
 THAN 5 FEET (1524 MM) FROM THE STREET LOT LINE, A
 BARRIER SHALL BE ERECTED WHEN REQUIRED BY THE BUILDING
 OFFICIAL. BARRIERS SHALL BE OF ADEQUATE STRENGTH TO
 RESIST WIND PRESSURE AS SPECIFIED IN CHAPTER 16.
  
 10. PERIMETER FENCING UNDER A SEPARATE PERMIT. PLEASE
 PROVIDE COMPLIANCE WITH: FBC-B 3306.5 BARRIERS.
 BARRIERS SHALL BE A MINIMUM OF 8 FEET (2438 MM) IN
 HEIGHT AND SHALL BE PLACED ON THE SIDE OF THE WALKWAY
 NEAREST THE CONSTRUCTION. BARRIERS SHALL EXTEND THE
 ENTIRE LENGTH OF THE CONSTRUCTION SITE.
  
 11. ALL CONSTRUCTION TRAILERS (MOBILE OR MODULAR
 BUILDINGS) THAT ARE GOING TO HAVE MEETING IN THEM WILL
 BE REQUIRED TO GET A PERMIT, 102.2( E ) MOBILE OR
 MODULAR STRUCTURES USED AS TEMPORARY OFFICES, EXCEPT
 THAT THE PROVISIONS OF PART V (SECTION 553.501-553.513,
 FLORIDA STATUTES) RELATING TO ACCESSIBILITY BY PERSONS
 WITH DISABILITIES, AND PERMITS SHALL BE REQUIRED FOR
 STRUCTURAL SUPPORT AND TIE DOWN, ELECTRICAL SUPPLY, AND
 ALL UTILITY CONNECTIONS TO SUCH MOBILE OR MODULAR
 STRUCTURES.
  
 12. TO DATE THERE HAS BEEN NO PERMIT APPLIED FOR, FOR
 TEST PILING INCOMPLIANCE WITH THE 2014 FBC-B
 1810.3.3.1.2 LOAD TEST.
  
 13. TO DATE WE HAVE NO COMPANY SIGNED ON TO OVERSEE THE
 AUGER CAST PILE OR TEST PILE. FBC-B 1803.4 QUALIFIED
 REPRESENTATIVE. 2010 FLORIDA BUILDING CODE W * 2010
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION SECTION 117 TESTS. THE
 BUILDING OFFICIAL MAY REQUIRE TESTS OR TEST REPORTS AS
 PROOF OF COMPLIANCE. REQUIRED TESTS ARE TO BE MADE AT
 THE EXPENSE OF THE OWNER, OR AGENT, BY AN APPROVED
 TESTING LABORATORY OR OTHER APPROVED AGENCY.
  
 13A. SHOW HOW THE RECOMMENDATIONS FROM THE SUBSURFACE
 EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION
 RECOMMENDATIONS WILL BE MET. FOR EXAMPLE 8.1.2 WILL
 SHEET PILE BE USED ON THE WEST EDGE OF THE HELEN WILKES
 SITE OR ALONG OLIVE AVE AND 2ND STREET. WILL
 COMPRESSION/ TENSION PILES BE USED TO SUPPORT THE
 SUPERSTRUCTURE? SHOW DETAILS ON PLANS HOW THIS WILL BE
 ACHIEVED.
  
 14. 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.
  
 15. FBC 105.13 PHASED PERMIT APPROVAL. AFTER SUBMITTAL
 OF THE APPROPRIATE CONSTRUCTION DOCUMENTS, THE BUILDING
 OFFICIAL IS AUTHORIZED TO ISSUE A PERMIT FOR THE
 CONSTRUCTION OF FOUNDATIONS OR ANY OTHER PART OF A
 BUILDING OR STRUCTURE BEFORE THE CONSTRUCTION DOCUMENTS
 FOR THE WHOLE BUILDING OR STRUCTURE HAVE BEEN
 SUBMITTED. THE HOLDER OF SUCH PERMIT FOR THE FOUNDATION
 OR OTHER PARTS OF A BUILDING OR STRUCTURE SHALL PROCEED
 AT THE HOLDER'S OWN RISK WITH THE BUILDING OPERATION
 AND WITHOUT ASSURANCE THAT A PERMIT FOR THE ENTIRE
 STRUCTURE WILL BE GRANTED. CORRECTIONS MAY BE REQUIRED
 TO MEET THE REQUIREMENTS OF THE TECHNICAL CODES. THIS
 PROVISION IS ONLY FOR THE FLORIDA BUILDING CODE, ALL
 OTHER AGENCY APPROVALS NECESSARY FOR CONSTRUCTION MUST
 BE SECURED PRIOR TO THIS PROVISION BEING APPLIED.
  
 16. SHOW HOW BUILDING SEPARATION WILL COMPLY WITH
 BUILDINGS ON THE SAME LOT FBC 705.3. ALSO INCLUDE HOW
 UNEXPOSED SURFACE TEMPERATURE WILL BE CONSIDERED FBC
 705.7 AND FIGURE 705.7 FOR EQUIVALENT OPENING FACTOR.
  
 17. PERMIT APPLICATION WAS APPLIED AS OWNER BUILDER.
 THIS IS NOT ALLOWED PER FL ST. 489, A CONTRACTOR IS
 REQUIRED PRIOR TO ISSUING OF PERMIT. NO PLAN REVIEW
 FEES HAVE BEEN PAID. FBC 109.
  
  
 WHEN RESUBMITTING, PLEASE COMPLETE A RESUBMITTAL FORM:
  
 HTTP://WPB.ORG/DEVELOPMENT/WP-CONTENT/UPLOADS/SITES/33/
 2013/09/APPLICATION_RESUBMITTAL_FORM_04132010.PDF
  
 THIS FORM IS ALSO AVAILABLE AT THE BUILDING DIVISION.
  
 WHEN RESUBMITTING, SWAP OUT SHEETS WHICH HAVE CHANGED
 SO THAT THERE ARE TWO COMPLETE, COLLATED SETS OF PLANS
 READY FOR PERMIT ISSUANCE. OLD SHEETS ARE TO BE
 RETAINED IN THE PERMIT APPLICATION PACKAGE (SEPARATE
 FROM THE PERMIT SETS) AND MARKED *OLD SHEETS* OR
 *VOID*. PLEASE KEEP BOTH SETS OF OLD VOIDED SHEETS IN
 THE PERMIT PACKAGE.
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2018-02-27 Cont ID  
Sent By jpearson Date 2018-02-27 Time 15:43 Rev Time 0.00
Received By jpearson Date 2018-02-14 Time 07:15 Sent To  
Notes
2018-02-27 13:45:09RECEIVED CORRECTIONS AND APPROVED FOR FOUNDATION ONLY.
  
  
2018-02-14 15:42:53CODES 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.
  
 THIS REVIEW FOR FOUNDATION PERMIT ONLY.
  
 1. PLAN DOES NOT SHOW ADDRESS OF PROJECT. PROVIDE
 ADDRESS ON PLAN SHEETS. FBC 107.2.1
 2. DIAGRAM FOR SERVICE DISCONNECT 2 OF 2 IS CONFUSING
 AND NEEDS CLARIFICATION. THIS IS LABELED AS A FIRE PUMP
 ATS, BUT IS SHOWS AS A DISCONNECT. THERE APPEARS TO BE
 A FEED FROM THE GENERATOR WHICH SHOWS TWO 600 AMP
 BREAKERS TIED TOGETHER, ONE FOR FIRE PUMP AND ONE FOR
 ATS-E. FEED FOR FIRE PUMP NEEDS TO BE INDEPENDENT OF
 ANY OTHER LOADS. FIRE PUMP AND JOCKEY PUMP ARE NOT
 SHOWN ON RISER DIAGRAM. PROVIDE CORRECTION AND
 CLARIFICATION. FBC 107.2.1; NEC 695.4, 695.6
 3. JOCKEY PUMP IS SHOWN AS BEING FED FROM PANEL EH1,
 CIRCUIT 7, 9, 11. JOCKEY PUMP FEED SHOULD NOT COME FROM
 A SOURCE THAT FEEDS LOADS OTHER THAN FIRE PUMP
 ASSOCIATED EQUIPMENT. PROVIDE CORRECTION. NEC 695.6
 4. PROVIDE SPECS OF FIRE PUMP CONTROLLER/ATS, FIRE PUMP
 MOTOR, AND JOCKEY PUMP. INCLUDE MOTOR SIZES AND
 AMPERAGE DRAW TO CONFIRM CONDUCTOR SIZING. NEC 110.3,
 695.4, 695.6
 5. LOAD CALCULATION CONCERNS HAVE BEEN DOCUMENTED FOR
 MAIN PERMIT #17110874 AND THIS COULD AFFECT THE NUMBER
 OF CONDUITS FOR THE FOUNDATION PERMIT. PROVIDE ACCURATE
 LOAD CALCULATION FOR EACH SERVICE. LOAD CALCULATION
 PROVIDED SHOWS DEMAND FACTORS APPLIED TWICE, ONCE FOR
 EACH PANEL, AND THEN AGAIN FOR NUMBER OF UNITS. DEMAND
 FACTORS CAN ONLY BE APPLIED ONCE FOR SERVICE.
 ADDITIONALLY, THE DEMAND FACTORS PERMITTED IN NEC
 220.84 APPLY TO DWELLING UNITS, WHICH IS DEFINED AS A
 UNIT THAT HAS PERMANENT PROVISIONS FOR LIVING,
 SLEEPING, COOKING, AND SANITATION. MANY OF THE GUEST
 ROOMS DO NOT FIT THIS DEFINITION, THEREFORE, THE DEMAND
 FACTORS COULD NOT BE APPLIED. NO LOAD CALCULATION
 PROVIDED FOR SERVICE 2 OF 2, OR FOR GENERATOR. NEC 100,
 220; FBC 107.2.1
  
 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 E ELECTRICAL
Rev No 1 Status F Date 2017-09-25 Cont ID  
Sent By jpearson Date 2017-09-25 Time 12:55 Rev Time 0.00
Received By jpearson Date 2017-09-25 Time 12:55 Sent To  
Notes
2017-09-25 12:55:21CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC CE = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION,
 PART VIII ELECTRICAL
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 THIS REVIEW FOR FOUNDATION PERMIT ONLY.
 1. PROVIDE RISER DIAGRAM, SHOWING ALL DETAILS OF
 SERVICE EQUIPMENT, WIRE AND BREAKER SIZES FOR SERVICE.
 SHOW GEC SIZE AND SYSTEM, SHOW INTERSYSTEM BONDING
 TERMINATION POINT. INCLUDE DETAIL OF THE SECOND
 RELIABLE POWER SOURCE FOR THE FIRE PUMP REQUIRED. NEC
 215.5, 230, 250.50, 250.94, 408.30, 695.3; FBC 107.2.1
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2018-02-06 Cont ID  
Sent By squinone Date 2018-02-06 Time   Rev Time 0.00
Received By squinone Date 2018-02-06 Time   Sent To I
Notes
2018-02-06 09:11:201. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE DOWNLOADED FROM THE FOLLOWING WEBSITE LINK: HTTP
 ://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-
 PERMITS-APPLICATIONS
  
 2. PLEASE SUBMIT THE LATEST VERSION OF THE 'AUTO-CALC
 CERTIFIED COST ESTIMATE FORM' FOR SUBMISSION TO CITY OF
 WEST PALM BEACH PUBLIC WORKS DEPARTMENT FOR ADDITIONAL
 WORK PROPOSED. THIS FORM CAN BE DOWNLOADED FROM THE
 FOLLOWING LINK: HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-
 PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS
  
 SOFIA QUINONES-BENEJAM, EI
 PROJECT ENGINEER
 CITY OF WEST PALM BEACH
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33402
 (MAILING ADDRESS: PO BOX 3366)
 P: 561.494.1108
 C: 561.459.6518
 F: 561.494.1116
 EMAIL: [email protected]
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2017-11-08 Cont ID  
Sent By shill Date 2017-11-08 Time 07:43 Rev Time 0.00
Received By shill Date 2017-11-08 Time 07:43 Sent To  
Notes
2017-11-08 07:43:24CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT
 APPLICATION IF REQUIRED
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE
  
 MAIN PHONE: (561) 822-1200
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2018-02-05 Cont ID  
Sent By pleduc Date 2018-02-05 Time   Rev Time 0.00
Received By pleduc Date 2018-02-05 Time 10:32 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2017-09-20 Cont ID  
Sent By wjolin Date 2017-09-20 Time 09:04 Rev Time 0.00
Received By wjolin Date 2017-09-20 Time 08:56 Sent To  
Notes
2017-09-20 09:04:10200 2ND STREET/251 NORTH NARCISSUS AVENUE
 PERMIT #17090201
 REVIEW COMMENTS - FIRE DEPARTMENT
 **HOTEL FOUNDATION ONLY**
  
 PERMIT APPLICATION INDICATES AN ADDRESS OF "251
 NARCISSUS AVENUE;" HOWEVER, THE PCN INDICATES AN
 ADDRESS OF 200 2ND STREET. THE SUBMITTED PLANS DO NOT
 INDICATE ANY ADDRESS. PROVIDE THE CORRECT ADDRESS ON
 THE PLANS AND PERMIT APPLICATION.
  
 FIRE PROTECTION BACKFLOW PREVENTERS: PER NFPA 24
 SECTION 6.2.1, ALL CONNECTIONS TO PRIVATE FIRE SERVICE
 MAINS FOR FIRE PROTECTION SYSTEMS SHALL BE ARRANGED IN
 ACCORDANCE WITH ONE OF THE FOLLOWING SO THAT THEY CAN
 BE ISOLATED:
 (1)A POST INDICATOR VALVE INSTALLED NOT LESS THAN 40
 FEET FROM THE BUILDING.
 (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A POST
 INDICATOR VALVE SHALL BE PERMITTED TO BE INSTALLED
 CLOSER THAN 40 FEET BUT AT LEAST AS FAR FROM THE
 BUILDING AS THE HEIGHT OF THE WALL FACING THE POST
 INDICATOR VALVE.
 (2) A WALL POST INDICATOR VALVE
 (3) AN INDICATING VALVE IN A PIT, INSTALLED IN
 ACCORDANCE WITH SECTION 6.4
 (4) A BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING
 VALVE NOT LESS THAN 40 FEET FROM THE BUILDING.
 (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A
 BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING VALVE
 SHALL BE PERMITTED TO BE INSTALLED CLOSER THAN 40 FEET
 BUT AT LEAST AS FAR FROM THE BUILDING AS THE HEIGHT OF
 THE WALL FACING THE BACKFLOW PREVENTER.
 (5) CONTROL VALVES INSTALLED IN A FIRE-RATED ROOM
 ACCESSIBLE FROM THE EXTERIOR
 (6) CONTROL VALVES IN A FIRE-RATED STAIR ENCLOSURE
 ACCESSIBLE FROM THE EXTERIOR AS PERMITTED BY THE
 AUTHORITY HAVING JURISDICTION
  
 THE CITY OF WEST PALM BEACH REQUIRES CONSTRUCTION
 TRAILERS LARGER THAN A SINGLE "DOUBLE WIDE" (OR TWO
 "SINGLE WIDE") TO EITHER BE PROTECTED BY AN AUTOMATIC
 SPRINKLER SYSTEM OR COMPLY WITH THE SEPARATION
 REQUIREMENTS OF NFPA 241. TEMPORARY CONSTRUCTION
 TRAILERS OR MODULAR BUILDINGS WILL REQUIRE A PERMIT AND
 COMPLIANCE WITH THE FOLLOWING:
 PER NFPA 241- STANDARD FOR SAFEGUARDING CONSTRUCTION,
 ALTERATION, AND DEMOLITION OPERATIONS, SECTION 4.2:
 TEMPORARY OFFICES, TRAILERS, AND OTHER FACILITIES OF
 COMBUSTIBLE CONSTRUCTION OR HOUSING COMBUSTIBLE
 CONTENTS SHALL BE SEPARATED FROM ADJACENT BUILDINGS,
 TRAILERS OR STRUCTURES IN ACCORDANCE WITH TABLE 4.2.1.
 PER TABLE 4.2.1:
 1) 20 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 30 FEET
 2) 30 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 35 FEET
 3) 40 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 40 FEET
 4) 50 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 45 FEET
 5) 60 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 50 FEET
 6) GREATER THAN 60 FEET EXPOSED LENGTH SHALL BE
 SEPARATED FROM ADJACENT STRUCTURES BY AT LEAST 60 FEET
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-02-23 Cont ID  
Sent By shill Date 2018-02-23 Time 12:34 Rev Time 0.00
Received By shill Date 2018-02-01 Time 10:02 Sent To  
Notes
2018-02-02 10:02:48C40
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-11-08 Cont ID  
Sent By aclange Date 2017-11-08 Time 13:30 Rev Time 0.00
Received By aclange Date 2017-09-07 Time 10:08 Sent To  
Notes
2017-09-15 10:08:31C15
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 5 Status P Date 2018-06-01 Cont ID  
Sent By shill Date 2018-06-01 Time 17:15 Rev Time 0.00
Received By shill Date 2018-06-01 Time 17:15 Sent To  
Notes
2018-06-01 17:15:25MU 2018-0601-268
 $459,049.76
  
 NUMBER ON PLAN:
 18-18822
 $459,049.76
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 4 Status N Date 2018-02-26 Cont ID  
Sent By aclange Date 2018-02-26 Time 15:29 Rev Time 0.00
Received By aclange Date 2018-02-26 Time 15:29 Sent To  
Notes
2018-02-26 15:30:31PALM BEACH COUNTY IMPACT FEES TO BE PAID WITH BUILDING
 PERMIT. OK PER WILLIE SWOOP
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status N Date 2018-02-26 Cont ID  
Sent By shill Date 2018-02-26 Time 15:17 Rev Time 0.00
Received By shill Date 2018-02-26 Time 15:17 Sent To  
Notes
2018-02-26 15:17:32IMPACT FEES TO BE PAID ON BUILDING PERMIT, OK PER EMAIL
 FROM WILLIE SWOPE
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2018-02-15 Cont ID  
Sent By aclange Date 2018-02-15 Time 10:22 Rev Time 0.00
Received By aclange Date 2018-02-15 Time 10:22 Sent To  
Notes
2018-02-15 10:22:55IMPACT FEES
  
 BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT
 FEES, REQUIRED BY PALM BEACH COUNTY, SHALL BE PAID.
 UPON FINAL APPROVAL OF PLANS, ONE SET OF PLANS SHALL BE
 SIGNED OUT AND SUBMITTED TO PALM BEACH COUNTY FOR AN
 IMPACT FEE REVIEW. THE PLANS WITH THE IMPACT FEE STAMP
 AND A COPY OF THE PAID RECEIPT MUST BE RETURNED TO THE
 CITY BUILDING DEPARTMENT BEFORE THE BUILDING PERMIT CAN
 BE ISSUED. FOR INFORMATION CALL PALM BEACH COUNTY
 IMPACT FEES AT (561) 233-5025.
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-10-24 Cont ID  
Sent By shill Date 2017-10-24 Time 16:50 Rev Time 0.00
Received By shill Date 2017-10-24 Time 16:50 Sent To  
Notes
2017-10-24 16:51:47IMPACT FEE ASSESSMENT BY PALM BEACH COUNTY REQUIRED
 561-233-5025 FOR MORE INFORMATION
 THE PLANS ARE TO BE STAMPED AND THE RECEIPT SHOWING
 THAT FEES DUE WERE PAID ARE TO BE PROVIDED
  
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 2 Status N Date 2019-04-10 Cont ID  
Sent By cthroop Date 2019-04-10 Time 15:19 Rev Time 0.00
Received By cthroop Date 2019-04-10 Time 15:19 Sent To  
Notes
2019-04-10 15:20:49BUILDING PLAN REVIEW
 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 BUILDING PLANS EXAMINER, PX3169
 1&2 FAMILY PLANS EXAMINER, SFP306
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 ADVISORY: MARRIOTT HOTEL 251 NARCISSUS
  
 THIS ELEVATION CERTIFICATE SUBMITTAL IS REVOKED FOR THE
 FOLLOWING:
  
 DUE TO THE DATE OF APPLICATION FOR THE HOTEL ON
 SEPTEMBER 7, 2017, THE BUILDING COMPLIES WITH THE
 STANDARD AT THE TIME OF PERMIT APPLICATION. THE
 BUILDING IS NOT REQUIRED TO PARTICIPATE IN THE NATIONAL
 FLOOD INSURANCE PROGRAM AND DOES NOT REQUIRE AN
 ELEVATION CERTIFICATE.
  
 HISTORY:
  
 PERMIT APPLICATION FOR THE MARRIOTT HOTEL WAS SEPTEMBER
 7, 2017. THE STRUCTURE IS LOCATED JUST OUTSIDE A
 SPECIAL FLOOD HAZARD AREA (SFHA) ON THE COMMUNITY FLOOD
 MAP, PANEL NUMBER 120229 0015B, EFFECTIVE DATE OF MARCH
 1, 1979, UTILIZING BASE FLOOD ELEVATION (BFE) DATUM
 NGVD 1929. ANOTHER STRUCTURE (THE RESTERAUNT) LOCATED
 WITHIN THIS PROJECT IS IN FLOOD ZONE A5, WITH A MINIMUM
 (BFE) OF 7 FEET NGVD 29. THE CITIES LOCAL FREEBOARD
 REQUIREMENT, AT TIME OF PERMIT APPLICATION, WAS 1 FOOT,
 MAKING THE ADJACENT BUILDING (THE RESTAURANT) MINIMUM
 FINISHED FLOOR ELEVATION ALSO REFERRED TO AS DESIGN
 FLOOD ELEVATION (DFE), 8 FEET NGVD 29. THE DESIGNER
 PLACED BOTH RESTAURANT AND HOTEL BUILDINGS FINISHED
 FLOOR ELEVATION (DFE) AT 9 FEET NGVD 29.
  
 THE NEW COMMUNITY FLOOD MAPS, EFFECTIVE DATE OF OCTOBER
 5, 2017, PANEL NUMBER 12099C 0583F, UTILIZES BASE FLOOD
 ELEVATION DATUM NAVD 1988, THIS NEW MAP PLACES THE
 HOTEL IN A SPECIAL FLOOD HAZARD AREA (SFHA) WITH A BASE
 FLOOD ELEVATION (BFE) OF 6 FEET NAVD 88. WITH THE
 CITY'S NEW 2 FOOT FREE BOARD, A BUILDING PERMITTED
 AFTER OCTOBER 5, 2017 WOULD REQUIRE A MINMUM FINISHED
 FLOOR ELEVATION (DFE) OF 8 FEET NAVD 88.
  
 THE AS-BUILT FINISHED FLOOR ELEVATION (DFE) OF THE
 HOTEL IS 9 FEET NGVD 29. IF THE HOTEL WERE PERMITTED
 TODAY (POST OCT. 5, 2017) THE FINISHED FLOOR ELEVATION
 (DFE) WOULD BE RECORDED AS 7.48 FEET NAVD 88, USING THE
 NEW 1988 DATUM. THIS WOULD PLACE THE HOTEL .52 FEET
 BELOW THE MINIMUM FINISHED FLOOR ELEVATION (DFE) OF 8
 FEET NAVD 88.
  
  
  
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status P Date 2018-02-15 Cont ID  
Sent By aclange Date 2018-02-15 Time 10:39 Rev Time 0.00
Received By aclange Date 2018-02-15 Time 09:05 Sent To  
Notes
2018-02-15 10:39:34THIS PARCEL IS LOCATED IN SFHA AE WITH A BFE OF 7.0'
 NGVD29. PROPOSED FFE IS 9.0' NGVD29.
  
 PROVISO:
 PRIOR TO CONCRETE POUR, A "BUILDING UNDER CONSTRUCTION"
 (FORM BOARD) ELEVATION CERTIFICATE IS REQUIRED.
 PRIOR TO FINAL INSPECTION, A "FINISHED CONSTRUCTION"
 ELEVATION CERTIFICATE IS REQUIRED. THE FINISHED
 CONSTRUCTION ELEVATION CERTIFICATE MAY BE SENT VIA
 EMAIL FOR PRELIMINARY REVIEW. A SIGNED AND SEALED
 ORIGINAL FINISHED CONSTRUCTION ELEVATION CERTIFICATE IS
 TO BE SUBMITTED AT THE BUILDING DIVISION, REVIEWED AND
 APPROVED PRIOR TO FINAL INSPECTION. THIS SHOULD BE DONE
 AS EARLY AS POSSIBLE AFTER FINAL GRADE IS COMPLETE.
  
Review Stop P PLUMBING
Rev No 4 Status P Date 2018-02-28 Cont ID  
Sent By gjohnson Date 2018-02-28 Time 13:35 Rev Time 0.00
Received By gjohnson Date 2018-02-28 Time 13:35 Sent To  
Notes
2018-02-28 13:42:20PLUMBING APPROVED PER PROVISO: AS OF 3/2/18 ONLT 2
 COPY'S HAVE BEEN RECIEVED/ GPJ.
  
 1. 3 COPY'S OF THE SIGNED, SEALED AND DATED HARD COPY'S
 OF THE PLUMBING SHEETS DATED 2/28/18 SHALL BE OVERNIGHT
 DELIVERED TO WPB BUILDING DEPARTMENT BEFORE APPROVED
 PLANS WILL BE ISSUED.
  
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status F Date 2018-02-27 Cont ID  
Sent By gjohnson Date 2018-02-27 Time 14:50 Rev Time 0.00
Received By gjohnson Date 2018-02-27 Time 14:50 Sent To  
Notes
2018-02-27 14:52:333RD REVIEW: FBC 2014 5TH EDITION
 PLUMBING COMMENTS: PREVIOUS COMMENTS NOT COMPLIED WITH
 1. SHT. P-904 PLEASE LABEL ALL THE FIXTURES ON THE
 ISOMETRIC DRAWING AND PROVIDE A PLUMBING FIXTURE
 SCHEDULE. PER WPB AMEND TO FBC 107.2.1. NOT ALL OF THE
 FIXTURES HAVE BEEN LABELED SUCH AS THE KITCHEN AREA AND
 FUTURE LAUNDRY, BAR AREA PLEASE CLARIFY.
  
 3. PLEASE LABEL SEPARATELY ALL THE STACKS AND RISERS ON
 THE ISOMETRIC DRAWING TO MATCH THE FLOOR PLAN. PER WPB
 AMEND TO FBC 107.2.1 ALL THE STACKS ARE LABELED THE
 SAME BY THE NUMBER FROM THE KEYED NOTES PLEASE PROVIDE
 AN INDIVIDUAL LABEL OR TAG FOR EACH STACK TO COINCIDE
 WITH THE SAME TAG ON THE FLOOR PLAN.
  
 9. PLEASE PROVIDE MANUFACTURE SIZING CALCULATIONS FROM
 SCHIER FOR THE GREASE AND OIL/SAND INTERCEPTORS. PER
 WPB AMEND TO FBC 107.2.1 THE CALCULATIONS FROM SCHIER
 WERE NOT PROVIDED
  
 10. TWO WAY CLEAN OUTS ARE REQUIRED BETWEEN EACH
 INTERCEPTOR AND A TEST PORT ON THE DISCHARGE SIDE OF
 THE LAST INTERCEPTOR. PER WPB UTILITIES GREASE TRAP
 DETAILS FOUND IN THE FORM ON THE WPB WEBSITE UNDER
 DEVELOPMENT SERVICES. THE CLEAN OUTS SHOWN ON THE PLAN
 ARE ONE WAY CLEAN OUTS AND DO NOT COMPLY. A NOTE ON THE
 PLAN STATING TWO WAY CLEAN OUTS ARE REQUIRED BETWEEN
 EACH INTERCEPTOR WILL SUFFICE.
  
 NEW COMMENTS:
  
 1. THE ONLY SHEETS THAT WE NEED FOR THE FOUNDATION
 PERMIT ARE THE CORRECTED P-002, P-102 AND P-906 ALL
 OTHER SHEETS SHALL BE REMOVED FROM THIS PLAN SET AND
 WILL BE APPROVED UNDER MAIN PERMIT. PER WPB AMEND TO
 FBC 107.2.1
  
 2. SHT. P-904 NOTE #3 LIST A 10? STORM DRAIN PIPE AT
 16,300 SQFT THE ISOMETRIC SHOWS A 10? STORM PIPE AT
 18,250 SQFT WHICH IS UNDERSIZED PLEASE CLARIFY. PER FBC
 PL TABLE 1106.3
  
 3. SHT. P- 904 THE FIRST SECTION OF THE HORIZONTAL
 STORM PIPING AT 10? 18,250 IS UNDERSIZED THE 8? AT
 10050SQFT IS UNDERSIZED, THERE ARE MULTIPLE SECTIONS OF
 THE STORM ISOMETRIC THAT ARE UNDERSIZED PLEASE REVIEW
 ISOMETRIC AND CHECK THE SIZING PER FBC PL TABLE 1106.3
  
 4. SHT. P- 904 SOME OF THE SECTIONS OF THE SANITARY
 ISOMETRIC DO NOT SHOW SIZE PLEASE SHOW SIZE ON ALL
 SECTIONS OF PIPING. PER WPB AMEND TO FBC 107.2.1
  
 5. SHT. P- 904 SEVERAL SECTIONS OF THE HORIZONTAL
 BUILDING DRAIN AND BRANCHES ARE UNDERSIZED PLEASE SEE
 COMMENTS FOR SHT P-906 PLEASE CORRECT ON MAIN PERMIT
 SET. PER WPB AMEND TO FBC 107.2.1
  
 6. SHT P-906+904 THE AREA DRAINS IN INDOOR /OUTDOOR
 CAF? ARE NOT VENTED. PER FBC PL 901.2.1
  
 7. SHT. P-906 THE FOLLOWING SECTIONS OF THE HORIZONTAL
 BUILDING DRAIN ARE UNDERSIZED PER FBC PL TABLE 710.1(1)
  
 A) THE 4? SECTION BETWEEN X41, X43 ANDX37, X34 IS
 UNDERSIZED IT SHOWS 214DFU THE MAX FOR 4? AT 1/8FT IS
 180DFU UPSIZE TO 6?
  
 B) THE NEXT SECTION UPSTREAM OF X32,34 SHOWS 4? 275DFU
 THE MAX FOR 4? AT 1/8FT IS 180DFU UPSIZE TO 6?
  
 C) THE NEXT SECTION UPSTREAM OF X33,35 IS NOT SIZED IT
 SHOULD BE 6?335DFU
  
 D) THE NEXT SECTION UPSTREAM OF X21,23 SHOWS 6? 820DFU
 THE MAX OF 6? AT 1/8FT IS 700DFU UPSIZE TO 8?
  
 E) THE NEXT SECTION DOWN STREAM OF X21,23 SHOWS
 6?885DFU THE MAX OF 6? AT 1/8FT IS 700DFU UPSIZE TO 8?
  
 F) THE 4? BUILDING DRAIN BRANCH UPSTREAM OF X13,15
 SHOWS 4? 250DFU THE MAX FOR 4? AT 1/8FT IS 180DFU
 UPSIZE TO 6?
  
 8. SIZE ALL FIXTURE BRANCHES SOME ARE NOT SIZED. PER
 WPB AMEND TO FBC 107.2.1
  
 9. SHT. P-906 PROVIDE UNDERGROUND STORM PIPING
 ISOMETRIC SEE COMMENTS #2,3 AND CORRECT SIZING FOR NEW
 DRAWING. PER WPB AMEND TO FBC 107.2.1
  
 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 PLUMBING
Rev No 2 Status F Date 2018-02-22 Cont ID  
Sent By gjohnson Date 2018-02-22 Time 08:42 Rev Time 0.00
Received By gjohnson Date 2018-02-22 Time 07:08 Sent To  
Notes
2018-02-22 08:45:032ND REVIEW: FBC 2014 5TH EDITION
 PLUMBING COMMENTS:
  
 1. SHT. P-904 PLEASE LABEL ALL THE FIXTURES ON THE
 ISOMETRIC DRAWING AND PROVIDE A PLUMBING FIXTURE
 SCHEDULE. PER WPB AMEND TO FBC 107.2.1
  
 2. ON THE ISOMETRIC DRAWINGS FOR THE FOUNDATION PERMIT
 PLEASE ONLY SHOW THE PIPING THAT IS BEING RUN UNDER THE
 SLAB ON THE GROUND LEVEL. PER WPB AMEND TO FBC 107.2.1
  
 3. PLEASE LABEL SEPARATELY ALL THE STACKS AND RISERS ON
 THE ISOMETRIC DRAWING TO MATCH THE FLOOR PLAN. PER WPB
 AMEND TO FBC 107.2.1
  
 4. ALL THE PLUMBING SHEETS SHALL BE IN ORDER SOME OF
 THE SHEETS WERE OUT OF ORDER IN THE PLAN SET. PER WPB
 AMEND TO FBC 107.2.1
  
 5. WILL THE AREA DRAIN IN THE INDOOR /OUTDOOR CAF?
 TERRACE BE RECEIVING STORM WATER IF SO THEY SHALL
 CONNECT TO THE STORM SYSTEM NOT THE SANITARY. PER WPB
 CODE OF ORDINANCES SEC. 90-126(5) STORM WATER, SURFACE
 WATER, GROUNDWATER, ARTESIAN WELL WATER, ROOF RUNOFF,
 SUBSURFACE DRAINAGE, SWIMMING POOL DISCHARGES,
 UNCONTAMINATED COOLING WATER, UNPOLLUTED INDUSTRIAL
 PROCESS WATERS, AIR CONDITIONING CONDENSATE, UNLESS
 SPECIFICALLY AUTHORIZED BY THE CITY IN WRITING.
  
 6. THE FLOOR DRAIN IN THE FIRE PUMP ROOM ARE NOT VENTED
 THEY SHALL COMPLY WITH. FBC PL 901.2.1
  
 7. PLEASE INDICATE THE SLOPE OF THE SANITARY AND STORM
 PIPING. THE SANITARY IF RAN AT THE MIN OF 1/8 FT. SOME
 OF THE 4? HORIZONTAL BUILDING DRAIN IS UNDERSIZED. PER
 FBC PL SEC 710.1 AND TABLE 710.1(1)
  
 8. THE TROUGH DRAINS IN THE LOADING DOCK SHALL
 DISCHARGE THROUGH AN OIL/ SAND SEPARATOR AND ALL
 ELEVATOR SUMP PUMPS. PER. FBC PL 1003.4
  
 9. PLEASE PROVIDE MANUFACTURE SIZING CALCULATIONS FROM
 SCHIER FOR THE GREASE AND OIL/SAND INTERCEPTORS. PER
 WPB AMEND TO FBC 107.2.1
  
 10. TWO WAY CLEAN OUTS ARE REQUIRED BETWEEN EACH
 INTERCEPTOR AND A TEST PORT ON THE DISCHARGE SIDE OF
 THE LAST INTERCEPTOR. PER WPB UTILITIES GREASE TRAP
 DETAILS FOUND IN THE FORM ON THE WPB WEBSITE UNDER
 DEVELOPMENT SERVICES.
  
  
 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 PLUMBING
Rev No 1 Status F Date 2017-10-18 Cont ID  
Sent By gjohnson Date 2017-10-18 Time 16:27 Rev Time 0.00
Received By gjohnson Date 2017-10-18 Time 16:00 Sent To  
Notes
2017-10-18 16:34:431ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. PROVIDE A SANITARY COLLECTION ISOMETRIC DRAWING
 INCLUDING DFU LOAD. PER WPB AMEND TO FBC
 107.3.5.1.3(13)
  
 2. PROVIDE A STORM DRAIN COLLECTION ISOMETRIC DRAWING
 INCLUDING SQFT THAT IS BEING DRAINED. PER WPB AMEND TO
 FBC 107.3.5.1.3(13)
  
 3. PLEASE PLACE NOTE ON PLAN SEPARATE PERMITS ARE
 REQUIRED FOR DOMESTIC WATER BACKFLOW AND FIRE LINE
 BACKFLOW. PER WPB UTILITIES DEPT.
  
 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-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 1 Status P Date 2018-02-28 Cont ID  
Sent By gjohnson Date 2018-02-28 Time 16:31 Rev Time 0.00
Received By gjohnson Date 2018-02-28 Time 16:31 Sent To  
Notes
***NONE***
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 3 Status P Date 2018-03-05 Cont ID  
Sent By shill Date 2018-03-05 Time 14:20 Rev Time 0.00
Received By shill Date 2018-02-26 Time 15:43 Sent To  
Notes
2018-03-05 14:22:37PROVISO: ORIGINALS REQUIRED PRIOR TO COMMENCEMENT
  
  
 MIGUEL SANTIAGO, PE
 ECS
 BRANDON LEADLEY BN 6127
 JOSEAN A DUPREY, BN 7330
 JAMES PEARSALL, BN 2477
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status F Date 2018-02-15 Cont ID  
Sent By aclange Date 2018-02-15 Time 10:40 Rev Time 0.00
Received By aclange Date 2018-02-15 Time 09:05 Sent To  
Notes
2018-02-15 10:40:39SEE BUILDING REVIEW FOR THRESHOLD REVIEW COMMENTS.
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status F Date 2017-11-08 Cont ID  
Sent By aclange Date 2017-11-08 Time 12:32 Rev Time 0.00
Received By aclange Date 2017-10-24 Time 16:52 Sent To  
Notes
2017-11-08 12:36:41ART LANGE - BUILDING PLANS EXAMINER
 561-805-6667 [email protected]
 FBC FLORIDA BUILDING CODE 2014 5TH EDITION/ FRC FLORIDA
 RESIDENTIAL CODE 2015 5TH EDITION
  
  
  
 1. THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING.
 ?THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN
 THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT.
 IN AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 1A. THRESHOLD INSPECTION PLAN FL S. S. 553.71(7). 2010
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 109.3.6.1 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.
  
 1B. THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUESTS 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.
  
 1C. 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.
  
Review Stop Z ZONING
Rev No 2 Status P Date 2018-02-23 Cont ID  
Sent By AA Date 2018-02-23 Time 10:47 Rev Time 0.00
Received By aaponte Date 2018-02-23 Time 10:47 Sent To  
Notes
2018-02-23 11:02:11PROVISO: 1. MINIMUM SIDEWALK CLEARANCE IN FRONT OF
 HOTEL ENTRANCE SHALL BE NO LESS THAN 6 FEET AT ANY
 GIVEN CHOCKED POINT. CANOPY SUPPORT COLUMNS / FOUNTAIN
 FEATURE NEEDS TO BE REDESIGNED.
 2. ANY CURB CUTS SHALL BE DESIGNED TO MAINTAIN THE
 SIDEWALK ELEVATION.
Review Stop Z ZONING
Rev No 1 Status F Date 2017-10-17 Cont ID  
Sent By aaponte Date 2017-10-17 Time 15:26 Rev Time 0.00
Received By aaponte Date 2017-10-17 Time 15:26 Sent To  
Notes
2017-10-17 15:27:11FOR FOUNDATION PERMIT ONLY, PLEASE SUBMIT A SITE PLAN
 WITH CLEAR DIMENSIONED SETBACKS TO CONFIRM COMPLIANCE.


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