Plan Review Notes
Plan Review Notes For Permit 19021196
Permit Number 19021196
Review Stop B
Sequence Number 1
Notes
Date Text
2019-04-25 13:30:18****CORRECTIONS****
 W.P.B. PERMIT: 19021196
 REVIEWED: APRIL 25, 2019
  
 DYLAN BATTLES
 BUILDING PLANS EXAMINER PX4191
 [email protected]
 561-805-6718
  
 FBC[AMENDED] = FLORIDA BUILDING CODE,6TH EDITION (2017)
 FBC[B] = FBC BUILDING
 FBC[EXISTING] = FBC EXISTING BUILDING
 FBC[A] = FBC ACCESSIBILITY
 FBC[E] = FBC ENERGY CONSERVATION
 FBC[R] = FBC RESIDENTIAL
  
 1) 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. SEC. 78-129. - PUBLIC ART ASSESSMENT FOR
 PRIVATE DEVELOPMENT. (A) APPLICABILITY. THE PROVISIONS
 OF THIS ARTICLE AND THE PUBLIC ART ASSESSMENT SECTION
 SHALL APPLY TO ALL PRIVATE DEVELOPMENT PROJECTS,
 INCLUDING NEW CONSTRUCTION, OR THE RENOVATION OR
 IMPROVEMENT OF AN EXISTING BUILDING, WHERE TOTAL
 CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $750,000.00. ALL BUILDINGS WITHIN NEW PLANNED
 DEVELOPMENTS SHALL BE ASSESSED CUMULATIVELY TOWARDS
 THIS ART IN PUBLIC PLACES REQUIREMENT, EVEN IF THE
 BUILDINGS ARE PERMITTED SEPARATELY OR DEVELOPED IN
 PHASES. THE PROVISIONS OF THIS SECTION APPLY TO NEW
 DEVELOPMENT OR NEW CONSTRUCTION WITHIN EXISTING PLANNED
 DEVELOPMENTS.
 - THIS PROJECT MEETS THE CRITERIA TO PROVIDE AIPP.
 PLEASE CONTACT: MS. SYBILLE WELTER ART IN PUBLIC PLACES
 COORDINATOR 822-1515 E-MAIL: [email protected]
  
 2) 106.1 FBC[AMENDED] LIVE LOADS POSTED. WHERE THE LIVE
 LOADS FOR WHICH EACH FLOOR OR PORTION THEREOF OF A
 COMMERCIAL OR INDUSTRIAL BUILDING IS OR HAS BEEN
 DESIGNED TO EXCEED 50 PSF (2.40 KN/M2), SUCH DESIGN
 LIVE LOADS SHALL BE CONSPICUOUSLY POSTED BY THE OWNER
 IN THAT PART OF EACH STORY IN WHICH THEY APPLY, USING
 DURABLE SIGNS. IT SHALL BE UNLAWFUL TO REMOVE OR DEFACE
 SUCH NOTICES?
 - 106.2 FBC[AMENDED] ISSUANCE OF CERTIFICATE OF
 OCCUPANCY. A CERTIFICATE OF OCCUPANCY REQUIRED BY
 SECTION 111 SHALL NOT BE ISSUED UNTIL THE FLOOR LOAD
 SIGNS, REQUIRED BY SECTION 106.1, HAVE BEEN INSTALLED.
 (MECHANICAL LOFTS?)
  
 3) 107.2.5 FBC[AMENDED] PROVIDE SURVEY OF PROPERTY
 SHOWING EASEMENTS AND DISTANCE FROM PROPERTY LINES TO
 NEW STRUCTURE.
  
 4) 107.2.5 FBC[AMENDED](FL. STATUTE 472.025)SURVEY TO
 BE SIGNED AND SEALED BY THE SURVEYOR OF RECORD.
  
 5) 107.3.5 FBC[AMENDED] STRUCTURAL DRAWING CALL FOR
 LIGHT GAGE STEEL, METAL DECKING AND 5/8 PLYWOOD. ABOVE
 METAL DECKING. SHEET A6.1 SHOWS INSULATION AND THEN
 PLYWOOD.
 - COORDINATE THESE DETAILS AND PROVIDE ATTACHMENT
 DETAIL AND SPACING FOR THE ROOF DECK.
  
 6) 107.5.3 FBC[AMENDED] CODE EDITION.
 - SHEET A0.1 REFER TO IBC IN SECTION 12 AND 13. PLEASE
 CHANGE TO FBC.
  
 7) 301.1 FBC[E] CLIMATE ZONE TABLE.
 - SHEET A0.1 IN ENERGY CODE SECTION REFERS TO ZONE 2A.
 THE PROPOSED STRUCTURE IS IN ZONE 1A. PLEASE REVIEW AND
 UPDATE.
  
 8) 319 FBC[R] ADDRESS IS NEEDED FOR THIS BUILDING. THE
 PERMIT CANNOT BE ISSUED UNTIL AND ADDRESS HAS BEEN
 ASSIGNED TO THE PROPERTY.
 - PLEASE CALL MICHAEL ORIO BY PHONE AT 561-494-1080, OR
 BY E-MAIL [email protected]
  
 9) 401.2 FBC[CE] APPLICATION. COMMERCIAL BUILDINGS
 SHALL COMPLY WITH ONE OF THE FOLLOWING:
 1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1,
 EXCLUDING SECTION 9.4.1.1(G) OF THE STANDARD.
 2. THE REQUIREMENTS OF SECTIONS C402 THROUGH C405. IN
 ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY WITH
 SECTION C406 AND TENANT SPACES SHALL COMPLY WITH
 SECTION C406.1.1.
 3. THE REQUIREMENTS OF SECTIONS C402.5, C403.2, C404,
 C405.2, C405.3, C405.5, C405.6 AND C407. THE BUILDING
 ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 PERCENT
 OF THE STANDARD REFERENCE DESIGN BUILDING.
 - IS OPTION 2 BEING UTILIZED FOR THIS PROJECT? PLEASE
 REVIEW CODE SECTIONS BEING REFERENCEED ON SHEET A0.1.
 YOU SHOULD BE REFERING TO CHAPTER 4 OF FBC ENERGY 2017
 6TH EDITION. USING TABLEC402.4 IS OK, BUT SHGC SHOULD
 BE FOR ZONE 1. IT LOOKS LIKE ZONE 2 DATA WAS USED.
  
 10) 606.2 FBC[A] CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE
 COMPLYING WITH 305, POSITIONED FOR A FORWARD APPROACH,
 AND KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE
 PROVIDED.
 - PROVIDE DIMENSION, OR SHOW CLEAR FLOOR SPACE,
 ACCESSIBLE STALLS ON ENLARGED BATHROOMS DRAWINGS SHEET
 A7.4. (FOR OTHER COMMENTS SEE PLUMBING REVIEW)
  
 11) 1028.4 FBC[B] EGRESS COURTS.
 A. ARE THE GATES AT THE COURTYARDS ABLE TO BE OPENED
 FROM THE EGRESS SIDE?
 B. ARE THERE ANY CLOSERS ON DOORS? IF SO PLEASE ADD TO
 DOOR SCHEDULE.
  
 12) 1604.3.1 FBC[B] DEFLECTIONS. THE DEFLECTIONS OF
 STRUCTURAL MEMBERS SHALL NOT EXCEED THE MORE
 RESTRICTIVE OF THE LIMITATIONS OF SECTIONS 1604.3.2
 THROUGH 1604.3.5 OR THAT PERMITTED BY TABLE 1604.3.
 - IF STRUCTURAL CALCULATIONS ARE AVAILABLE, PLEASE
 UPLOAD INTO SUPPORTING DOCUMENTS.
  
 13) 1606.2 FBC[B] DESIGN DEAD LOAD. FOR PURPOSES OF
 DESIGN, THE ACTUAL WEIGHTS OF MATERIALS OF CONSTRUCTION
 AND FIXED SERVICE EQUIPMENT SHALL BE USED. IN THE
 ABSENCE OF DEFINITE INFORMATION, VALUES USED SHALL BE
 SUBJECT TO THE APPROVAL OF THE BUILDING OFFICIAL.
 - (PLEASE PROVIDE DEAD LOAD DATA)
  
 14) 1607.3 FBC[B] UNIFORM LIVE LOADS. THE LIVE LOADS
 USED IN THE DESIGN OF BUILDINGS AND OTHER STRUCTURES
 SHALL BE THE MAXIMUM LOADS EXPECTED BY THE INTENDED USE
 OR OCCUPANCY BUT SHALL IN NO CASE BE LESS THAN THE
 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS GIVEN IN TABLE
 1607.1.
 - (SEE TABLE 1607.1 FOR MINIMUM LIVE LOADS)
  
 15) 1816.1 FBC[B] TERMITE PROTECTION. TERMITE
 PROTECTION SHALL BE PROVIDED BY REGISTERED
 TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
 BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR
 OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED
 FOR USE AS A PREVENTATIVE TREATMENT TO NEW
 CONSTRUCTION. SEE SECTION 202, ?REGISTERED
 TERMITICIDE.? UPON COMPLETION OF THE APPLICATION OF THE
 TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF
 COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT
 BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE
 FOLLOWING STATEMENT: ?THE BUILDING HAS RECEIVED A
 COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
 TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND
 LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
 AGRICULTURE AND CONSUMER SERVICES.?
 - DO PLANS INDICATE TERMITE TREATMENT? PLEASE INDICATE
 PAGE, OR ADD NOTES AS APPLICABLE TO 1816.1.
  
 16) 2207.4 FBC[B] STEEL JOIST DRAWINGS. STEEL JOIST
 PLACEMENT PLANS SHALL BE PROVIDED TO SHOW THE STEEL
 JOIST PRODUCTS AS SPECIFIED ON THE APPROVED
 CONSTRUCTION DOCUMENTS AND ARE TO BE UTILIZED FOR FIELD
 INSTALLATION IN ACCORDANCE WITH SPECIFIC PROJECT
 REQUIREMENTS AS STATED IN SECTION 2207.2. STEEL JOIST
 PLACEMENT PLANS SHALL INCLUDE, AT A MINIMUM, THE
 FOLLOWING:
 1. LISTING OF APPLICABLE LOADS AS STATED IN SECTION
 2207.2 AND USED IN THE DESIGN OF THE STEEL JOISTS AND
 JOIST GIRDERS AS SPECIFIED IN THE APPROVED CONSTRUCTION
 DOCUMENTS.
 2. PROFILES FOR JOIST AND JOIST GIRDER CONFIGURATIONS
 THAT DIFFER FROM THOSE DEFINED BY THE SJI
 SPECIFICATIONS LISTED IN SECTION 2207.1.
 3. CONNECTION REQUIREMENTS FOR: 3.1. JOIST SUPPORTS.
 3.2. JOIST GIRDER SUPPORTS. 3.3. FIELD SPLICES. 3.4.
 BRIDGING ATTACHMENTS.
 4. LIVE AND TOTAL LOAD DEFLECTION CRITERIA FOR JOISTS
 AND JOIST GIRDER CONFIGURATIONS THAT DIFFER FROM THOSE
 DEFINED BY THE SJI SPECIFICATIONS LISTED IN SECTION
 2207.1.
 5. SIZE, LOCATION AND CONNECTIONS FOR BRIDGING.
 6. JOIST HEADERS. STEEL JOIST PLACEMENT PLANS DO NOT
 REQUIRE THE SEAL AND SIGNATURE OF THE JOIST
 MANUFACTURER?S REGISTERED DESIGN PROFESSIONAL.
 - PROVIDE PRE-ENGINEERED ROOF TRUSS SUBMITTAL, OR
 INDICATE THAT IT WILL BE A DEFERRED SUBMITTAL. (SEE
 BELOW FOR DEFERRED SUBMITTALS)
  
 107.3.4.1 FBC[AMENDED] 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.
  
 17) PLEASE PROVIDE A LIST OF DEFERRED SUBMITTALS SO
 THAT I WILL NOT ASK FOR ITEMS THAT WILL BE SUPPLIED AT
 A LATER DATE, OR INDICATE WHICH PAGE A LIST CAN BE
 FOUND. SOME ITEMS THAT CAN BE DEFERRED INCLUDE WINDOWS,
 DOORS, ROOFING, ROOF TRUSSES AND OTHERS THAT APPLY TO
 THIS PROJECT.
  
 18) SEPARATE PERMIT NEEDED FOR GENERATOR.
  
 NOTES:
  
 -PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW
 EACH COMMENT IS BEING ADDRESSED.
  
 -COMMENTS ARE A BRIEF OVERVIEW OF CODE SECTIONS.
 FURTHER REVIEW OF THE REFERENCED CODE SECTIONS WILL BE
 REQUIRED.
  
 -ADDITIONAL COMMENTS MAY BE FORTHCOMING PENDING REVIEW
 OF MATERIALS REQUESTED.
  
 PLEASE FEEL FREE TO CONTACT ME AT 561-805-6718 (M-F
 8-5) TO DISCUSS COMMENTS, OR E-MAIL ANYTIME
 [email protected]
  
  
  


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