Plan Review Details - Permit 16090850
Plan Review Stops For Permit 16090850
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2016-12-06 Cont ID  
Sent By cthroop Date 2016-12-06 Time 08:35 Rev Time 0.00
Received By cthroop Date 2016-12-05 Time 15:22 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-11-02 Cont ID  
Sent By cthroop Date 2016-11-02 Time 11:50 Rev Time 0.00
Received By cthroop Date 2016-11-02 Time 07:22 Sent To B
Notes
2016-11-02 11:53:48BUILDING PLAN REVIEW
 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 BUILDING PLANS EXAMINER ? PX3169
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 1ST REVIEW
 RESULTS: DENIED
  
 1. NOA 09-0804.05 HAS A FILE STATUS OF CLOSED. PLEASE
 PROVIDE A CURRENT NOA FOR OPEN AIR CDU STAND R2.
  
 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 SUBMITTALS.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-10-03 Cont ID  
Sent By cthroop Date 2016-10-03 Time 08:34 Rev Time 0.00
Received By cthroop Date 2016-10-03 Time 08:34 Sent To  
Notes
2016-10-03 08:39:38BUILDING PLAN REVIEW
 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 BUILDING PLANS EXAMINER ? PX3169
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 1ST REVIEW
 RESULTS: DENIED
  
 1. PROVIDE DESIGN WIND LOADS PER FBC CHPT. 16 & ASCE
 7-10
 2. PROVIDE EQUIPTMENT TO ROOF TOP ANCHOR DETAIL.
 3. PLAN SHEET M1.2 REFERENCES ROOF TOP CURB ON SHEETS
 M1.1 & !2.2. THESE PLAN SHEETS ARE MISSING.
  
 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:
 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.
 2. RISK CATEGORY.
 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
 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).
  
 FBC 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE
 DIMENSIONED AND DRAWN UPON SUITABLE MATERIAL.
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY
 TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE
 PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES,
 RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING
 OFFICIAL. SUCH DRAWINGS AND SPECIFICATIONS SHALL
 CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE,
 AS TO THE QUALITY OF MATERIALS, WHERE QUALITY IS
 ESSENTIAL TO CONFORMITY WITH THE TECHNICAL CODES. SUCH
 INFORMATION SHALL BE SPECIFIC, AND THE TECHNICAL CODES
 SHALL NOT BE CITED AS A WHOLE OR IN PART, NOR SHALL THE
 TERM "LEGAL" OR ITS EQUIVALENT BE USED AS A SUBSTITUTE
 FOR SPECIFIC INFORMATION. ALL INFORMATION, DRAWINGS,
 SPECIFICATIONS AND ACCOMPANYING DATA SHALL BEAR THE
 NAME AND SIGNATURE OF THE PERSON RESPONSIBLE FOR THE
 DESIGN. (SEE ALSO SECTION 107.3.5).
  
 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 SUBMITTAL AND LEAVE THE PREVIOUSLY
 REVIEWED SHEETS DETACHED AND MARK VOID.
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-12-05 Cont ID  
Sent By cthroop Date 2016-12-05 Time 15:22 Rev Time 0.00
Received By cthroop Date 2016-12-01 Time 09:05 Sent To  
Notes
2016-12-02 09:05:39RESUB ROUTED TO CCOLE
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-11-02 Cont ID  
Sent By cthroop Date 2016-11-02 Time 11:49 Rev Time 0.00
Received By cthroop Date 2016-11-01 Time 12:55 Sent To M
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-10-03 Cont ID  
Sent By cthroop Date 2016-10-03 Time 08:34 Rev Time 0.00
Received By cthroop Date 2016-09-22 Time 10:06 Sent To  
Notes
2016-09-23 10:07:05ROUTED TO MECHANICAL INBOX
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2016-12-02 Cont ID  
Sent By ccole Date 2016-12-02 Time 15:17 Rev Time 0.00
Received By ccole Date 2016-12-02 Time 15:17 Sent To B
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-11-02 Cont ID  
Sent By cthroop Date 2016-11-02 Time 11:50 Rev Time 0.00
Received By ccole Date 2016-11-02 Time 08:06 Sent To  
Notes
2016-11-02 08:08:462ND REVIEW FBC-2014 MECHANICAL
 PERMIT #16090850
 11/2/16
  
 1) SHEET R-1.2: PROVIDE DETAILS FOR ATTACHING THE
 FLEXPACK CURB TO THE ROOF STRUCTURE.
  
 2) R-1.2: THE FILE STATUS FOR NOA # 09-0804.05 IS
 LISTED AS "CLOSED" ON THE MIAMI-DADE PRODUCT CONTROL
 WEBSITE. PLEASE SELECT A ROOF STAND WITH A VALID NOA #.
  
 3) SHEET S-2.0 MUST BE REVISED TO SHOW THE CORRECT
 LOCATION OF THE FLEXPAK PER REFRIGERATION DRAWING
 R-1.0.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-09-27 Cont ID  
Sent By ccole Date 2016-09-27 Time 09:44 Rev Time 0.00
Received By ccole Date 2016-09-27 Time 09:44 Sent To B
Notes
2016-09-27 10:47:001ST REVIEW FBC-2014 MECHANICAL
 PERMIT #16090850
 9/27/16
  
 1) THE MECHANICAL PLAN SHEETS APPEAR TO HAVE COPIED
 ENGINEER'S SIGNATURES, HOWEVER ORIGNINAL SIGNATURES ARE
 REQUIRED PER FLORIDA STATUTES AND SECTION 61G15-23.002
 FLORIDA ADMINISTRATIVE CODE.
  
 2) M2.1: TYPE C HARD DRAWN COPPER SPECIFIED FOR THE
 LIQUID LINE PIPING IS NOT IN COMPLIANCE WITH SECTIONS
 1107.5.2, 1107.5.3 WHICH ALLOWS THE USE OF TYPE ACR, OR
 TYPE K, L, OR M- PLEASE CORRECT.
  
 3) PROVIDE A MECHANICAL FLOOR PLAN LAYOUT SHOWING
 LOCATIONS OF ALL REFRIGERATION EQUIPMENT AND
 REFRIGERANT PIPING RUNS.
  
 4) EF-1: INCLUDE THE WALK-IN COOLER EVAPORATORS AND
 FLEXPAK IN THE EQUIPMENT SCHEDULE.
  
 5) PROVIDE WIND LOAD ENGINEERING FOR TIE DOWN AND
 ANCHORING OF ALL ROOFTOP REFRIGERATION EQUIPMENT-
 SECTION 301.15.
  
 6) THE $22,500.00 JOB COST ON THE APPLICATION APPEARS
 TO BE LOW FOR THE SCOPE OF THE PROPOSED WALK-IN COOLER
 AND REFRIGERATION PROJECT. PLEASE PROVIDE AN ITEMIZED
 LIST OF ALL LABOR, MATERIALS, AND EQUIPMENT TO BE
 INCLUDED UNDER THIS PERMIT APPLICATION AND WHICH COSTS
 WERE INCLUDED UNDER THE MAIN BUILDING PERMIT. REFER TO
 SECTION 109.3 WPB AMENDMENTS TO THE FBC-14 FBC, AND
  
 NOTE THAT VALUATION REFERENCES WILL INCLUDE THE LATEST
 PUBLISHED DATA OF MARSHALL-SWIFT VALUATION SERVICE.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  


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