Plan Review Details - Permit 16070370
Plan Review Stops For Permit 16070370
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2016-09-02 Cont ID  
Sent By jwitmer Date 2016-09-02 Time 12:29 Rev Time 0.00
Received By jwitmer Date 2016-09-02 Time 11:21 Sent To  
Notes
2016-09-02 12:03:46BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16070370
 ADD: 6021 S. DIXIE HWY.
 CONT: SISCA CONSTRUCTION
 TEL: 561-228-7503
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: FRI. SEPT. 02/ 2016
  
 ACTION: BUILDING PROVISO
 BUILDING APPROVED WITH EXCEPTION!
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
 ASSESSMENT OF RE-INSPECTION FEE(S). REVISIONS REQUIRE
 ADDITIONAL REVIEWS WITH ASSOCIATED FEES
  
 1) THE ROOF TOP A/C STAND PRODUCT APPROVAL A MIAMI-DADE
 NOA # 1301017.09 WAS SUBMITTED, REVIEWED BY THE
 DESIGNER OF RECORD. NEITHER THE CONTRACTOR NOR THE
 DESIGNER OF RECORD HAVE FOLLOWED THE PRODUCT APPROVAL
 IN CALCULATING THE AREA OF THE ROOF TOP COMPRESSORS,
 THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS,
 WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES ,
 ANCHORS AND UPLIFT VERSES MOMENT. THE TITLE SHEET SHOWS
 DETAIL A/ T000, THIS CONNECTION ONLY SHOWS THE CORNERS
 OF THE A/C CONDENSER CLIPPED TO THE STAND. NO MENTION
 OF WHAT THE 4 ANCHORS ARE NOR THE TYPE OF CLIP
 MATERIAL, SIZE, NOR THICKNESS OF THE CLIP.
  
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS?
  
 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
  
 B-1609.6.4.4.1 COMPONENTS AND CLADDING. WIND PRESSURE
 FOR EACH COMPONENT OR CLADDING ELEMENT IS TO BE
 DESIGNED FOR WIND PRESSURES COMPONENTS AND ATTACHMENTS.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-08-04 Cont ID  
Sent By jwitmer Date 2016-08-04 Time 07:30 Rev Time 0.00
Received By jwitmer Date 2016-08-04 Time 07:00 Sent To  
Notes
2016-08-04 07:22:01BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16070370
 ADD: 6021 S. DIXIE HWY.
 CONT: SISCA CONSTRUCTION
 TEL: 561-228-7503
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: THURS. AUGUST 04/ 2016
 ACTION: DENIED
  
 1) SHEET A210 NOTES INDICATE THE INSTALLATION OF NEW
 GRAB BARS IN THE RESTROOM. THE GRAB BAR DETAIL
 INDICATES THE INSTALLATION FROM FINISH FLOOR TO CENTER
 LINE OF GRAB BAR 33-36 INCHES. PLEASE NOTE UNDER THE
 2014 FBC-ACCESS. CODE THE MEASUREMENTS ARE TAKEN FROM
 FINISH FLOOR TO THE TOP (GRASPING SURFACE) OF THE GRAB
 BAR. 2014 FBC- ACCESS. CODE 609.4 POSITION OF GRAB
 BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL
 POSITION, 33 INCHES (840 MM) MINIMUM AND 36 INCHES (915
 MM) MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP
 OF THE GRIPPING SURFACE, EXCEPT THAT AT WATER CLOSETS.
  
 2) SHEET M1.2 INDICATES THE INSTALLATION OF NEW ROOFTOP
 A/C CONDENSER STANDS. 2014 FBC-B 1609.1.2 PROTECTION OF
 OPENINGS, 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010
 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS
 THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(G) PRE-ENGINEERED A/C STANDS
  
 3) ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE. THE REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE
 FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS
 PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED
 SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF
 THE BUILDING. THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 4) PLEASE PROVIDE THE WIND DESIGN CRITERIA FOR ROOF
 STANDS PRESSURES ALSO FOR ROOF ZONES. 2014 FBC-B
 1603.1.4 WIND DESIGN DATA. THE FOLLOWING INFORMATION
 RELATED TO WIND LOADS SHALL BE SHOWN, REGARDLESS OF
 WHETHER WIND LOADS GOVERN THE DESIGN OF THE LATERAL
 FORCE-RESISTING SYSTEM OF THE STRUCTURE:
  
 4.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 4.2. RISK CATEGORY.
  
 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
  
 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 4.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 5) 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
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-09-07 Cont ID  
Sent By vperez Date 2016-09-07 Time 16:23 Rev Time 0.00
Received By vperez Date 2016-09-07 Time 15:01 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2016-07-20 Cont ID  
Sent By vperez Date 2016-07-20 Time 08:54 Rev Time 0.00
Received By vperez Date 2016-07-20 Time 08:54 Sent To  
Notes
2016-07-20 08:54:53INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011
 PROVISO COMMENTS:
  
 1. VERIFY IN FIELD ROOFTOP RECEPTACLES AND SHOW WINDOW
 RECEPTACLE COMPLIANCE. NEC 210.62. 210.63
 2. PLEASE FEEL FREE TO CONTACT ME SHOULD YOU HAVE ANY
 QUESTIONS REGARDING THIS PROJECT.
  
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-09-06 Cont ID  
Sent By pleduc Date 2016-09-06 Time   Rev Time 0.00
Received By pleduc Date 2016-09-06 Time 14:30 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2016-07-19 Cont ID  
Sent By pleduc Date 2016-07-19 Time   Rev Time 0.00
Received By pleduc Date 2016-07-15 Time 16:42 Sent To  
Notes
2016-07-19 10:49:06THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE CONSIDER THE FOLLOWING AS PROVISO:
  
 THESE PROVISO COMMENTS WILL BE VERIFIED AND CONFIRMED
 AT THE TIME OF FIRE INSPECTION. FAILURE TO FOLLOW THESE
 PROVISO COMMENTS WILL RESULT IN A FAILED FIRE
 INSPECTION.
  
 1) SHEET T - THERE IS AN INCORRECT REFERENCE TO NFPA 1
 EDITION OF THE LFE SAFETY CODE.
  
 THE PROPOSED PROJECT SHALL MEET THE REQUIREMENTS OF THE
 5TH EDITION OF FLORIDA FIRE PREVENTION CODE INCLUDING
 THE 2012 EDITION OF NFPA 1 AND NFPA 101.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop G GAS REVIEW
Rev No 1 Status N Date 2016-07-31 Cont ID  
Sent By tklarge Date 2016-07-31 Time 10:52 Rev Time 0.00
Received By tklarge Date 2016-07-31 Time 10:52 Sent To  
Notes
2016-07-31 10:52:54A GAS PLAN HAS NOT BEEN INCLUDED IN THIS SUBMITTAL
 PACKAGE. A GAS PLAN REVIEW HAS NOT BEEN PERFORMED AT
 THIS TIME. A SEPARATE GAS PERMIT AND PLANS WILL BE
 REQUIRED FOR A CONTRACTOR TO PERFORM THE RELATED WORK.
 PROVIDE COMPLETE PLANS, APPLIANCE/ EQUIPMENT
 SPECIFICATIONS AND GAS RISER THAT REFLECT THE ENTIRE
 SCOPE OF GAS WORK TO BE DONE. WPB AMEND. TO FBC SEC.
 107.2.1.
  
 GAS APPLIANCES SHALL BE LISTED AND LABELED PER THE
 FBC-R, SEC. G2404.3.
 GAS APPLIANCES SHALL BE LISTED AND LABELED PER FBC-FUEL
 GAS SEC. 301.3.
  
 A SEPARATE PERMIT IS REQUIRED FOR THE GAS INSTALLATION.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-09-08 Cont ID  
Sent By ccole Date 2016-09-08 Time 15:19 Rev Time 0.00
Received By ccole Date 2016-08-30 Time 09:43 Sent To  
Notes
2016-08-31 09:44:12B22
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-08-04 Cont ID  
Sent By jwitmer Date 2016-08-04 Time 07:28 Rev Time 0.00
Received By jwitmer Date 2016-07-12 Time 13:24 Sent To  
Notes
2016-07-12 13:24:15B11
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2016-08-04 Cont ID  
Sent By jwitmer Date 2016-08-04 Time 07:28 Rev Time 0.00
Received By jwitmer Date 2016-08-04 Time 07:00 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2016-09-08 Cont ID  
Sent By ccole Date 2016-09-08 Time 15:18 Rev Time 0.00
Received By ccole Date 2016-09-08 Time 15:18 Sent To  
Notes
2016-09-08 15:47:26MECHANICAL PROVISO
 PERMIT #16070370
 9/8/16
  
 1) THE CONTRACTOR SHALL PROVIDE A REVISION TO THE
 APPROVED DRAWINGS TO SHOW DETAILS FOR THE NEW DRYER
 EXHAUST AND MAKEUP AIR DUCT INSTALLATIONS- AS REQUIRED
 BY MANUFACTURER'S SPECIFICATIONS ON SHEET M4.1.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-07-20 Cont ID  
Sent By ccole Date 2016-07-19 Time 08:13 Rev Time 0.00
Received By ccole Date 2016-07-19 Time 13:57 Sent To  
Notes
2016-07-19 15:59:531ST REVIEW MECHANICAL
 PERMIT #16070370
 7/19/16
  
 1) THE EXHAUST SYSTEMS FOR THE NEW GAS DRYERS SHALL BE
 DONE IN ACCORDANCE WITH THE MANUFACTURER'S
 SPECIFICATIONS. PLEASE PROVIDE PRODUCT SUBMITTALS
 APPROVED WITH SIGNATURE BY THE EOR. REFER TO SECTION
 504.7 AND PROVIDE COMPLETE DETAILS INCLUDING EXHAUST
 DUCT SIZES AND GAGE OF STEEL, LENGTH OF DUCT RUNS,
 LOCATIONS OF CLEANOUTS, SEQUENCE OF OPERATION FOR
 MULTIPLE INSTALLATIONS (IF APPLICABLE), CLEARANCE TO
 COMBUSTIBLES, PLEASE NOTE THAT REUSE OF EXISTING
 EXHAUST DUCTS OR REPLACEMENT WITH THE SAME TYPE MAY NOT
 BE COMPLIANT WITH MANUFACTURER'S SPECIFICATIONS.
  
 2) INDICATE HOW COMBUSTION AIR IS BEING PROVIDED FOR
 THE GAS DRYERS AND PROVIDE CALCULATIONS- SECTION 304
 FBC-14 FUEL GAS. PLEASE NOTE THAT REUSE OF EXISTING
 DUCTS, WHERE NOTED ON THE PLAN, MAY NOT BE COMPLIANT
 WITH MANUFACTURER'S SPECS.
  
 3) SUBMIT TWO COPIES OF THE MIAMI-DADE NOA #13-1017.09
 FOR THE AC STAND.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status P Date 2016-07-31 Cont ID  
Sent By tklarge Date 2016-07-31 Time 10:51 Rev Time 0.00
Received By tklarge Date 2016-07-31 Time 10:12 Sent To  
Notes
***NONE***


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