Plan Review Details - Permit 21021294
Plan Review Stops For Permit 21021294
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date   Cont ID  
Sent By   Date 2021-03-23 Time 11:13 Rev Time 0.00
Received By jwitmer Date 2021-03-23 Time 10:29 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-03-15 Cont ID  
Sent By jwitmer Date 2021-03-15 Time 09:57 Rev Time 0.00
Received By jwitmer Date 2021-03-15 Time 09:14 Sent To  
Notes
2021-03-15 09:57:52WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. SUBMITTAL: 21021294
 W. P. B. PERMIT: 20061417
 ADD: 700 S. ROSEMARY AVE. UNIT: 140
 CONT: MOCCA CONSTRUCTION
 TEL: 305-964-8440
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: MON. MARCH 15TH/ 2021
 ACTION: DENIED.
  
 1) THE SUBMITTED ALUMINUM STAND FOR MECHANICAL UNITS IS
 NEITHER A MIAMI-DADE NOA OR FLORIDA APPROVAL, BUT
 SITE-SPECIFIC ENGINEERING REQUIRING THE DIGITAL
 SIGNATURE AND SEAL TO BE VERIFIABLE. THE DIGITAL
 SIGNATURE DOES NOT OPEN FOR VERIFICATION.
 FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A
 DOCUMENT IN THE FILE FOLDER, SCANNED, FACSIMILE,
 DIGITALLY CREATED OR COPIED IMAGE OF THE LICENSEE?S
 SIGNATURE SHALL NOT BE USED ON DIGITALLY SIGNED AND
 SEALED ENGINEERING PLANS, SPECIFICATIONS, REPORTS OR
 OTHER DOCUMENTS.
  
 2) THIS SUBMITTAL THERE WERE NO CURB PRODUCT APPROVALS
 SUBMITTED. SHEET M7.2 NOTE # 7 ROOF CURB BY AIR
 CONDITIONER MANUFACTURER. PROVIDE ADDITIONAL BRACING
 AND SUPPORT. AS REQUIRED FOR ROOF CURB INSTALLATION TO
 WITHSTAND WIND LOADS PER LOCAL CODES. NOTE # 9 PROVIDE
 NUMBER AND SIZE OF FASTENERS/ ATTACHMENTS AS STRUCTURAL
 ENGINEER. NOT PART OF THIS SUBMITTAL PACKAGE.
  
 3A) THE ROOF STAND NOA: 17-1218.02 AND USF STEEL ROOF
 TOP FANS NOA 17-1221.35 HAVE NOT BEEN REVIEWED BY
 EITHER THE ENGINEER OF RECORD NOR THE ARCHITECT OF
 RECORD AND THEIR SHOP DRAWING SEAL OF APPROVAL AFFIXED.
  
 3B) IN NEITHER PRODUCT APPROVAL HAVE THE COMPONENTS
 BEEN HIGHLIGHTED, PRESSURES ETC. 2017 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.
 FBC-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.
  
 LATERAL FORCE-RESISTING SYSTEM
 FOR ALL ROOF TOP EQUIPMENT, CURBS, FANS OR A/C STANDS,
 AND OR VENTS, DETAILED ATTACHMENT TO THE ROOF FRAMING &
 DECK AS WELL AS FROM THE CURB OR ROOF STAND TO THE
 EQUIPMENT ABOVE.
  
 2017 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.
  
 THE ROOF TOP A/C STAND PRODUCT APPROVALS, TO BE
 REVIEWED BY THE DESIGNER OF RECORD. PLEASE IDENTIFY THE
 FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE VIEW)
 OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON STAND,
 THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS,
 WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES,
 ANCHORS AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE
 STAND AND THE STAND TO THE ROOF. THE PRODUCT APPROVAL
 IS TO BE REVIEWED BY THE DESIGNER OF RECORD, APPROVED
 BEFORE SUBMISSION TO THE BUILDING DEPARTMENT.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date   Cont ID  
Sent By   Date 2021-03-23 Time 11:14 Rev Time 0.00
Received By lmarchan Date 2021-03-19 Time 07:55 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2021-03-15 Time 10:00 Rev Time 0.00
Received By lmarchan Date 2021-03-01 Time 08:51 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2021-03-05 Cont ID  
Sent By medwards Date 2021-03-04 Time 06:44 Rev Time 0.00
Received By medwards Date 2021-03-04 Time 06:25 Sent To  
Notes
2021-03-04 06:46:53 
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date   Cont ID  
Sent By   Date 2021-03-23 Time 11:13 Rev Time 0.00
Received By jwitmer Date 2021-03-23 Time 10:29 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2021-03-05 Cont ID  
Sent By medwards Date 2021-03-05 Time 07:44 Rev Time 0.00
Received By medwards Date 2021-03-05 Time 07:44 Sent To  
Notes
2021-03-05 07:44:35ROOF STAND TIE DOWN SPEC SHEET APPEARS TO HAVE A COPY
 OF A DIGITAL SIGNATURE. PLEASE PROVIDE THE ORIGINAL
 DIGITALLY SIGNED AND SEALED SPEC SHEET.
  
 PER THE WPB AMENDMENTS TO THE FBC, EACH SHEET OF PLAN
 (INCLUDING THE SUPPORTING DOCUMENTS) IS REQUIRED TO BE
 SIGNED AND SEALED BY THE PERSON RESPONSIBLE FOR THE
 DESIGN. A DIGITAL PLAN REQUIRES A DIGITAL SIGNATURE
 WITH THE PROPER THIRD PARTY VERIFICATION. PROVIDE
 CORRECTION. ALTERNATIVELY, A SIGNED/SEALED PAPER SET
 MAY BE SUPPLIED TO THE BUILDING DEPARTMENT WHEN ALL
 TRADES ARE APPROVED. WPB FBC 107.1; FS 471/481
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  


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