Plan Review Notes
Plan Review Notes For Permit 15080178
Permit Number 15080178
Review Stop B
Sequence Number 2
Notes
Date Text
2015-10-16 11:43:57BUILDING PLAN REVIEW
 W. P. B. PERMIT:15080178 / NEW 7/11 BUILDING
 ADD: 2100 45TH ST.
 CONT: TBD/ TO BE DETERMINED
 TEL: (???)???-????
 E-MAIL:????????????????
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION,
  
 2ND REVIEW
 DATE: FRI. OCT. 16/ 2015
 ACTION: DENIED
  
 ) NOTICE!!!!!!!!!!!!! CHAPTER 553.80(2)(B) FLORIDA
 STATUTES STATES THAT A LOCAL GOVERNMENT SHALL IMPOSE A
 FEE OF FOUR TIMES THE FEE FOR PLAN REVIEW, IF PLANS ARE
 REJECTED (3) OR MORE TIMES FOR REPEATED FAILURE TO
 CORRECT A CODE VIOLATION.
  
 1) SHEET S0.0:
  
 1) SEMI-COMPLIED ONLY 2 REPORTS WERE SUBMITTED,
 REQUIRES A RESIDENT INSPECTOR REQUIRES (3) OF ALL
 ARCHITECTURAL & STRUCTURAL PLANS AND DOCUMENTS.
  
 ONLY (1) SOILS REPORT SUBMITED, (2 ) WILL BE REQUIRED
 FOR THE UNDERGROUND TANKS AND (2) FOR THE CANOPY. THE
 SOILS REPORT INDICATES THERE TO BE UNDER LAYING ORGANIC
 SOILS. THE SOILS REPORT IS SUGESTIONSAND ALTERNATIVES
 IN DEALING WITH THIS MATTER. THE DESIGNER OF RECORD HAS
 NOT RESPONDED AS TO HOW THE ORGANIC SOILS ARE TO BE
 DELT WITH.
  
 THE (2) ISSUE IS THAT GROUND WATER WILL BE PRESENT
 AROUND 7 FEET BELOW GRADE, PLEASE PROVIDE HOW THE
 GROUND WATER WILL BE LOWERED TO BE ABLE TO WORK AT THE
 REQUIRED DEEPER ELEVATION FROM GRADE.
  
 SHEET S0.0 UNDER THE HEADING OF FOUNDATION INDICATES A
 GEOTECHNICAL SOILS REPORT COMPLETED BY ARDAMAN &
 ASSOCIATES, DATED MARCH 09/ 2015, REPORT NUMBER
 15-1628. PLEASE PROVIDE (2) SIGNED AND SEALED ORIGINALS
 OF REPORT. 2014 FBC-B 1803.2. SOILS INVESTIGATION
 REQUIRED.
  
 2) RESIDENT INSPECTOR PROGRAM. SHEET S0.0 ALSO
 INDICATES REQUIRED SPECIAL INSPECTIONS. PLEASE NOTE A
 RESIDENT INSPECTOR SHALL BE REQUIRED FOR THIS JOB.
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER
 INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE,
 OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED
 BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS
 OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
  
 FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION
 STRUCTURAL MASONRY
 STRUCTURAL CONCRETE
 FIELD WELDING
 STRUCTURAL STEEL/ BOLTED CONNECTIONS
  
 2)A) WE NEED A E-MAIL ADDRESS TO BE ABLE TO SEND THE
 RESIDENT INSPECTOR FORMS TO BE FILED OUT. RESIDENT
 INSPECTOR FORMS MUST BE SIGNED BY ALL PARTIES NOTARIZED
 AND RETURNED TO THE BUILDING DEPARTMENT.
 RESIDENT INSPECTOR FORMS E-MAILED TO:
 [email protected] 10/16/2015 09:59 AM
  
 1B)B) FOR THE RESIDENT 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.
 CONTACT: KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected]
  
 2()C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE
 SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD:
 [email protected]
  
 2(D) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE
 PERMIT LIBRARIAN WILL 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 RESIDENT INSPECTOR, THE OTHER FOR THE MEP
 INSPECTORS.
  
 2(E) NOTICE ONLY! PLEASE CALL THE CITY OF WEST PALM
 BEACH?S AUTOMATED TELEPHONE INSPECTIONS LINE (561)
 805-6700) FOR IN-PROGRESS INSPECTIONS FOR AUDITING OF
 JOBSITE INSPECTIONS.
  
 3) SHEET S0.0 THE PRESSURES FOR ZONES 1-5 ARE INDICATED
 IN VASD, ALLOWABLE DESIGN PRESSURES. THE ROOF PRESSURES
 ARE RIGHT ON, THE WALL PRESSURES SHOWN ARE A LITTLE LOW
 FOR THE TRIBUTARY AREAS SHOWN. 1609.4.4.1. COMPONENTS &
 CLADDING.
  
 4) SHEET S4.0 THE WALL PRESSUES FOR ZONES 4 AND 5
 APPEAR TO BE LOWFOR A MEAN ROOF HEIGHT OF 15 FT,
 EXPOSUE C.
  
 5) COMPLIED. SHEET S4.0 ALSO INDICATES THE USE OF A
 HORIZONTAL AWNING CANOPY, THERE IS NO DESIGN CRITERIA
 FOR THE CANOPY. 2014 FBC-B 3105.5 RIGID AWNINGS AND
 CANOPY SHUTTERS.
  
 6) COMPLIED. SHEET S5.1 THE MONUMENT SIGN DETAILS. NOTE
 SIGNS REQUIRE A SEPARATE PERMIT AND WILL BE REVIEWED
 UNDER THE SIGN PERMIT. 107.2.1.3 ADDITIONAL INFORMATION
 IS REQUIRED.
  
 7) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31)
 SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT
 WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS
 E) STORM SHUTTERS
 (F) SKYLIGHTS
 (G) PRE-ENGINEERED A/C STANDS
  
  
 2ND REVIEW:
 EXTERIOR DOORS, THERE WERE 2 REPORTS SUBMITTED NOA
 14-0602 ALUMINUM STOREFRONT DOOR LARGE MISSILE IMPACT
 AND NOA 14-0811.22
 NON-IMPACT OS DOOR AND STORE FRONT PLEASE SHOW WHERE
 THE LARGE MISSLE IMPACT DOOR WILL BE INSTALLED. STORM
 SHUTTERS WILL BE REQUIRED FOR THE NON-IMPACT GLAZING IN
 THE STOREFRONT WALL AND DOOR SYSTEM!!!!!
  
 A PRODUCT AAPPROVAL FOR STORM SHUTTERS WILL ALSO BE
 REQUIRED. PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH SPECIFIC
 ANCHORS AND MOUNTING TO BE USED FOR ALL NON-IMPACT
 GLAZING. FBC 1609.1.2.
  
 FL BLD CODE 2010 SECTION 107.2.5., 1609.1.2, 1715.8 A
 COMPLETE INSTALLATION SCHEDULE SUMMARIZING &
 IDENTIFYING OPENING SIZES, STORY HEIGHTS, UNIT MARK
 NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM BAR REINFORCING
 REQUIREMENTS, WALL PRESSURE ZONES, SLAT TYPES, ETC.,
 SHALL BE SUBMITTED AT TIME OF PERMIT APPLICATION TO
 FACILITATE PLAN REVIEW AND PERMIT ISSUANCE.
  
 FOR ALL GLAZING UNITS IDENTIFY THE TYPE OF GLAZING,
 MULLION TYPES, WIDTH, HEIGHT OF UNITS TYPES OF
 FASTENERS, PRESSURES FOR UNITS.
  
 ROOFING PRODUCT APPROVAL SUBMITTED NOA 13-0419.05 PAGE
 08 MAXIMUM DESIGN PRESSURE OF -45 AND LIMITATION NUMBER
 9 NO ENHANCED FASTENING IS ALLOWED!!!!!!!
  
 SKYLIGHT REPORT PTC IS A OLD 2007 REPORT UNDER RULE 9B.
 PLEASE NOTE RULE 9B ENDED OCT 31/ 2010. RULE 9N-3
 REPLACED THIS RULE NOV.01/2010. THERE HAS BEEN 2 CODE
 CYCLES THE 2010 AND 2014 FBC, PLEASE UPDATE EVALUATION
 REPORT. NOTE THE NOA 08-0305.02 POLYCARBONATE IS A
 EXPIRED REPORT ALSO.
  
 CARRIER ROOF TOP CURBS NOA 15-0218.11 PLEASE BE AWARE
 THERE IS A ISSUE WITH THE RESTRAINT BRACKET SHOWN ON
 SHEET 2 OF 5, ALSO SEE DETAIL OF RESTRAINT BRACKET ON
 SHEET 5 OF 5. SHEET 2 OF 5 INDICATES (7) # 10 TEK
 SCREWS THAT ARE TO HOLD THE RESTRAINT BRACKET TO THE
 ROOF CURB. PAGE 5 SHOWS THE BRACKET DOES NOT TURN DOWN
 THE INTERIOR OF THE CURB. HOW WILL THE RESTRAINT
 BRACKET BE HELD TO THE CURB.
 DISCREPANCY IN PLANS. 107.2.1.3. ADDITIONAL INFORMATION
 IS REQUIRED.
  
 NOA 14-0513.10 IS FOR THE ROOFTOP FANS, NO PRODUCT
 APPROVALS WAS SUBMITTED FOR THE CURB. HIGHLIGHT CIRCLE
 TYPE OF UNIT AND PRESSURES. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 8) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 9) COMPLIED. SHEETS A4.0 & A4.1 BOTH SHOW THE USE OF
 VENEER STONE (V1) ON THE EXTERIOR OF THE BUILDING.
 SHEET A6.0 DETAIL # 3 SHOWS HOW THE PLACEMENT OF VENEER
 STONE, MONOLITHIC FOUNDATION SLAB AND THE CONCRETE
 SIDEWALK AND THE EXSPANSION JOINT HIDDEN BENEATH THE
 BUILT OUT WALL WHERE THE VENEER STONE IS INSTALLED.
 2014 FBC-B 1403.8 & 2114.2.
  
 10) COMPLIED. SHEET A4.1 INDICATES THE USE OF ROOF TOP
 LADDERS, PLEASE PROVIDE COMPLIANCE WITH SECTION
 1509.6.4 2014 FBC-B
 ROOFS OR ELEVATED STRUCTURES. WHERE EQUIPMENT AND
 APPLIANCES REQUIRING ACCESS ARE INSTALLED ON ROOFS OR
 ELEVATED STRUCTURES AT A HEIGHT EXCEEDING 16 FEET (4877
 MM), SUCH ACCESS SHALL BE PROVIDED BY A PERMANENT
 APPROVED MEANS OF ACCESS, THE EXTENT OF WHICH SHALL BE
 FROM GRADE OR FLOOR LEVEL TO THE EQUIPMENT AND
 APPLIANCES? LEVEL SERVICE SPACE.
  
 11) IMPACT FEES BEFORE A PERMIT TO CONSTRUCT, MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY.
 THE ACTUAL PERMIT SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT ATTACHED TO THE
 PERMIT APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
 PLEASE NOTE THAT A BUILDING WILL BE DEMOLISHED AT THIS
 SITE, PLEASE MAKE SURE THEY GIVE YOU THE SQUARE FOOT
 CREDIT.
  
 12) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  


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