Plan Review Details - Permit 22060690
Plan Review Stops For Permit 22060690
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2022-08-19 Cont ID  
Sent By rmcdouga Date 2022-08-19 Time 15:32 Rev Time 0.00
Received By rmcdouga Date 2022-08-19 Time 15:32 Sent To  
Notes
2022-08-19 15:32:08PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC SEVENTH EDITION (2020)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) SUBMIT A SITE PLAN THAT SHOWS THE LOCATION OF THE
 PROPOSED AWNING. FBC AMENDMENTS 107.2.1
  
 2) SUBMIT AN ELEVATION OF THE BUILDING THAT SHOWS THE
 LOCATION OF THE AWNING ON THE BUILDING. SHOW THE HEIGHT
 OF THE AWNING ABOVE GRADE OR THE WALKWAY. FBC
 3105.3.1.1 FABRIC AWNINGS AND FABRIC-COVERED FRAMES
 LOCATED OVER PUBLIC PROPERTY OR IN AREAS ACCESSIBLE TO
 THE GENERAL PUBLIC SHALL BE CONSTRUCTED SO THAT NO
 RIGID PART OF SUCH FABRIC AWNINGS OR FABRIC-COVERED
 FRAMES SHALL BE LESS THAN 7 FEET 6 INCHES (2286 MM)
 FROM THE GRADE DIRECTLY BELOW, AND NO PART OF THE CLOTH
 DROP SHALL BE LESS THAN 7 FEET (2134 MM).
  
 3) PROVIDE ENGINEERED DETAILS OF THE AWNING FRAME
 CONSTRUCTION AND HOW IT WILL BE ATTACHED TO THE
 BUILDING. FBC 3105.4.2 DESIGN OF THE STRUCTURAL FRAMING
 MEMBERS SHALL BE BASED ON RATIONAL ANALYSIS, USING THE
 APPLICABLE WIND LOADS OF CHAPTER 16 AS SHOWN BELOW:
 3105.4.2.1 THE WIND DESIGN LOADS FOR ANY FABRIC OR
 MEMBRANE-COVERED STRUCTURE DESIGNED WITH A QUICK
 REMOVAL OR BREAKAWAY MEMBRANE OR FABRIC AT WIND
 VELOCITIES OF 75 MPH, SHALL BE BASED ON THE FOLLOWING
 CRITERIA:
 MINIMUM WIND SPEED 105 MPH
 EXPOSURE CATEGORY B, C OR D AS DEFINED IN CHAPTER 16.
  
 3105.4.2.2 THE WIND DESIGN LOADS FOR ANY FABRIC OR
 MEMBRANE COVERED STRUCTURE DESIGNED WITH A PERMANENT OR
 NONREMOVABLE FABRIC OR MEMBRANE, SHALL BE BASED ON THE
 FOLLOWING CRITERIA:
 MINIMUM WIND SPEED VELOCITY AS REQUIRED IN CHAPTER 16
 USING FIGURE 1609.3(4).
 EXPOSURE B, C OR D AS DEFINED IN CHAPTER 16.
  
 4) PROVIDE THE WIND DESIGN DATA FOR THE AWNING FRAME
 AND THE FABRIC MEMBRANE. FBC 3105.3 DESIGN AND
 CONSTRUCTION.AWNINGS AND CANOPIES SHALL BE DESIGNED AND
 CONSTRUCTED TO WITHSTAND WIND OR OTHER LATERAL LOADS
 AND LIVE LOADS AS REQUIRED BY CHAPTER 16 AND IN
 ACCORDANCE WITH SECTION 3105.4 OF THIS CODE WITH DUE
 ALLOWANCE FOR SHAPE, OPEN CONSTRUCTION AND SIMILAR
 FEATURES THAT RELIEVE THE PRESSURES OR LOADS.
 STRUCTURAL MEMBERS SHALL BE PROTECTED TO PREVENT
 DETERIORATION. AWNINGS SHALL HAVE FRAMES OF
 NONCOMBUSTIBLE MATERIAL, FIRE-RETARDANT-TREATED WOOD,
 HEAVY TIMBER COMPLYING WITH SECTION 2304.11, OR 1-HOUR
 CONSTRUCTION WITH COMBUSTIBLE OR NONCOMBUSTIBLE COVERS
 AND SHALL BE EITHER FIXED, RETRACTABLE, FOLDING OR
 COLLAPSIBLE.
  
 5) PROVIDE THE FIRE TEST REPORTS FOR THE FABRIC AWNING.
 FBC 3105.3.4.1 FABRIC USED FOR AWNINGS OR
 FABRIC-COVERED FRAMES SHALL MEET THE FLAME PROPAGATION
 PERFORMANCE CRITERIA OF NFPA 701 OR HAVE A FLAME SPREAD
 INDEX NOT GREATER THAN 25 WHEN TESTED IN ACCORDANCE
 WITH ASTM E84 OR UL 723.
  
 6) PLEASE SUBMIT A RESPONSE LETTER INDICATING HOW EACH
 OF THE REVIEW COMMENTS HAS BEEN ADDRESSED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2022-08-22 Cont ID  
Sent By pleduc Date 2022-08-22 Time   Rev Time 0.00
Received By pleduc Date 2022-08-22 Time 11:12 Sent To  
Notes
2022-08-22 11:15:53THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1) THERE IS AN INDICATION THAT THIS IS REVISION OF
 MASTER PERMIT # 21061851, WHICH DOESN'T SHOW
 CANOPY/AWNING WORK.
  
 PER NFPA 1
 1.14 PLAN REVIEW.
 1.14.5 WHEN REQUIRED BY THE AHJ, REVISED CONSTRUCTION
 DOCUMENTS OR SHOP DRAWINGS SHALL BE PREPARED AND
 SUBMITTED FOR REVIEW AND APPROVAL TO ILLUSTRATE
 CORRECTIONS OR MODIFICATIONS NECESSITATED BY FIELD
 CONDITIONS OR OTHER REVISIONS TO APPROVED PLANS.
  
 PLEASE SUBMIT PLANS THAT HAVE INDICATIONS WHERE THE
 REVISIONS OR MODIFICATIONS, FROM THE ORIGINAL PLANS,
 ARE LOCATED.
  
  
 1A) THERE IS NO SITE PLAN INDICATING THE LOCATIONS OF
 EACH PROPOSED CANOPY/AWNING.
  
 1.7.12 PLANS AND SPECIFICATIONS.
  
 1.7.12.1 THE AHJ SHALL HAVE THE AUTHORITY TO REQUIRE
 PLANS AND SPECIFICATIONS TO ENSURE COMPLIANCE WITH
 APPLICABLE CODES AND STANDARDS.
  
 1.7.12.2 PLANS SHALL BE SUBMITTED TO THE AHJ PRIOR TO
 CONSTRUCTION UNLESS OTHERWISE PERMITTED BY 1.7.11.4.
  
 PLEASE PROVIDE A DETAILED SITE PLAN.
  
  
 1B) THERE IS NO INDICATIONS OF THE DIMENSIONS OF EACH
 CANOPY.
  
 1.7.12 PLANS AND SPECIFICATIONS.
  
 1.7.12.1 THE AHJ SHALL HAVE THE AUTHORITY TO REQUIRE
 PLANS AND SPECIFICATIONS TO ENSURE COMPLIANCE WITH
 APPLICABLE CODES AND STANDARDS.
  
 1.7.12.2 PLANS SHALL BE SUBMITTED TO THE AHJ PRIOR TO
 CONSTRUCTION UNLESS OTHERWISE PERMITTED BY 1.7.11.4.
  
 1.7.12.6 PLANS SHALL BE SUBMITTED TO THE AHJ PRIOR TO
 THE ALTERATION OF THE MEANS OF EGRESS OR FIRE
 PROTECTION SYSTEMS OF ANY EXISTING BUILDING.
  
 PLEASE PROVIDE DETAILED DIMENSIONS OF EACH
 CANOPY/AWNING.
  
 1C) THERE IS NO INDICATION OF FLAME RETARDANT
 CERTIFICATION.
  
 PER NFPA 101
  
 11.9.1.6 FLAME PROPAGATION PERFORMANCE.
 11.9.1.6.1 ALL MEMBRANE STRUCTURE FABRIC SHALL MEET THE
 FLAME PROPAGA TION PERFORMANCE CRITERIA CONTAINED IN
 TEST METHOD 2 OF NFPA 701.
 11.9.1.6.2 ONE OF THE FOLLOWING SHALL SERVE AS EVIDENCE
 THAT THE FABRIC
 MATERIALS HAVE THE REQUIRED FLAME PROPAGATION
 PERFORMANCE:
 (1) THE AUTHORITY HAVING JURISDICTION SHALL REQUIRE A
 CERTIFICATE OR OTHER
 EVIDENCE OF ACCEPTANCE BY AN ORGANIZATION ACCEPTABLE TO
 THE AUTHOR ITY HAVING JURISDICTION.
 (2) THE AUTHORITY HAVING JURISDICTION SHALL REQUIRE A
 REPORT OF TESTS
 MADE BY OTHER INSPECTION AUTHORITIES OR ORGANIZATIONS
 ACCEPTABLE
 TO THE AUTHORITY HAVING JURISDICTION.
  
 PLEASE PROVIDE.
  
 2) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
 3) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-08-23 Cont ID  
Sent By aoliver Date 2022-08-23 Time 07:49 Rev Time 0.00
Received By aoliver Date 2022-07-19 Time 07:02 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2022-08-19 Cont ID  
Sent By rmcdouga Date 2022-08-19 Time 15:32 Rev Time 0.00
Received By rmcdouga Date 2022-08-19 Time 15:32 Sent To  
Notes
2022-08-19 15:33:55DIGITAL SIGNATURE FROM THE DESIGN PROFESSIONAL WILL BE
 REQUIRED ON THE AWNING FRAME DRAWINGS.
Review Stop Z ZONING
Rev No 1 Status F Date 2022-07-27 Cont ID  
Sent By vbroglia Date 2022-07-27 Time 11:54 Rev Time 0.00
Received By vbroglia Date 2022-07-27 Time 11:54 Sent To  
Notes
2022-07-27 11:56:487/27/2022 FAILED
  
 PLEASE PROVIDE A SITEPLAN OR SURVAY SHOWING WHERE
 AWNING ARE PROPOSED TO BE LOCATED AND PROJECTION INTO
 SETBACKS
  
 PER CODE:
 AWNINGS. AWNINGS SHALL NOT PROJECT MORE THAN FOUR FEET
 INTO ANY SETBACK OR BE SUPPORTED BY ANY MEANS OTHER
 THAN ATTACHMENT TO THE BUILDING.
  
 IF AWNINGS ARE TO PROJECT OUTSIDE OF PROPERTY LINES
 PLEASE PROVIDE AN AIRWAY EASEMENT CONSENT FROM
  
 VALENTINA BROGLIA
 ASSOCIATE PLANNER
 [email protected]
  


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