Plan Review Details - Permit 16111009
Plan Review Stops For Permit 16111009
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2018-05-27 Cont ID  
Sent By shill Date 2018-05-27 Time 10:12 Rev Time 0.00
Received By shill Date 2018-05-27 Time 10:12 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2017-06-03 Cont ID  
Sent By shill Date 2017-06-03 Time 16:22 Rev Time 0.00
Received By shill Date 2017-06-03 Time 16:22 Sent To  
Notes
2017-06-03 16:27:05****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
  
 1. DOCUMENTS PREPARED BY AN ENGINEER AND SUBMITTED FOR
 PUBLIC RECORD ARE TO BE SIGNED, SEALED, DATED
 ORIGINALS, FS471, FAC61G15-23.002. THIS APPLIES TO THE
 SKYLIGHT ENGINEERING DOCUMENTS, NOT THE SEOR DELEGATED
 ENGINEERING REVIEW LETTER.
  
 2. SEE FAC 61G15-23.002(2)(B) REGARDING FORMAT FOR
 INDEX SHEET.
  
 3. SHEET 2 OF 6 IS NOT SIGNED; CHECK ALL.
  
 4. PRIOR TO RESUBMITTING, HAVE (SKYLIGHT) ENGINEER
 CONFIRM THAT ALL ENGINEERING IS SIGNED AND SEALED IN
 ACCORDANCE WITH FS471, FAC61G15-23, WHETHER LISTED IN
 THIS COMMENT LIST OR NOT. THE FLORIDA STATUTE AND THE
 FLORIDA ADMINISTRATIVE CODE CAN BE VIEWED ONLINE IN
 VARIOUS LOCATIONS INCLUDING WWW.FBPE.ORG.
  
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-01-24 Cont ID  
Sent By shill Date 2017-01-24 Time 08:41 Rev Time 0.00
Received By shill Date 2017-01-17 Time 15:56 Sent To  
Notes
2017-01-24 09:10:53****CORRECTIONS****
 REVISED 1/27/17
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
  
 1. THE CALCULATIONS SHOW A DP OF +30.2 / -83.6. SEE
 SHEET S102, THIS DOES NOT MEET THE MINIMUM DESIGN
 PRESSURES SPECIFIED BY THE ENGINEER OF RECORD.
  
 2. THE COMMENTS WERE ADDRESSED BY THE CONTRACTOR RATHER
 THAN THE ENGINEER. AS THE CONTRACTOR IS NOT A DESIGN
 PROFESSIONAL AND NOT LICENSED TO DESIGN THE SKYLIGHT,
 THE BUILDING OFFICIAL HAS DETERMINED THAT IT IS
 ACCEPTABLE FOR THE ARCHITECT OR ENGINEER OF RECORD TO
 REVIEW THE LETTER PREPARED BY THE CONTRACTOR AND
 CERTIFY THE INFORMATION ON THE LETTER ALONG WITH THE
 RELATED DOCUMENTS. OR, SKYLIGHT ENGINEER CAN REVISE
 DOCUMENTS TO INCORPORATE THE INFORMATION.
  
 3. THE ARCHITECT'S REVIEW STAMP STATES THAT THIS WAS
 REVIEWED FOR "GENERAL CONFORMANCE." DOES THIS INCLUDE
 REVIEWING REQUIREMENTS SUCH AS SUPERIMPOSED LOADS ON
 THE STRUCTURE, DESIGN PRESSURES? EITHER ARCHITECT OR
 ENGINEER SHOULD REVIEW THESE ITEMS. IF THIS IS NOT
 WITHIN THE PURVIEW OF THE ARCHITECT'S RESPONSIBILITY,
 PLEASE HAVE THE SUBMITTAL REVIEWED BY THE ENGINEER.
  
  
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-12-01 Cont ID  
Sent By shill Date 2016-12-01 Time 18:03 Rev Time 0.00
Received By shill Date 2016-12-01 Time 18:03 Sent To  
Notes
2016-12-01 18:03:57****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
  
 1. SKYLIGHT CALCS COVER SHEET INCLUDES A STATEMENT
 ?GLAZING DESIGNED BY OTHERS.? IT IS NOT CLEAR WHAT THIS
 REFERS TO, FBC 107.
  
 2. THE GLASS PROPOSED IS NOT CLEAR. THE GLASS LOAD
 RESISTANCE REPORT STATES THAT OUTBOARD LITE IS ? FULY
 TEMPERED, INBOARD LITE IS ? IN HEAT STRENGTHENED, IT IS
 NOT CLEAR HOW THIS CORRELATES WITH THE SERIES 500 RIDGE
 SKYLIGHT SPECIFICATIONS 3 B, WHICH APPEARS TO INDICATE
 ADDITIONAL LAYERS OF GLASS.
  
 3. THE GLASS SPEC REFERENCES SB72, PROVIDE SPECS AND
 TEST REPORT OR PRODUCT APPROVAL, FBC 107.
  
 4. THE SPECIFICATIONS STATE THAT THIS IS A SMALL
 MISSILE HURRICANE TESTED PRODUCT. REVISE TO CLARIFY, IS
 THE PRODUCT TESTED AS STATED? IF IT HAS BEEN TESTED,
 PROVIDE A COPY OF THE TEST. IF THE PRODUCT UTILIZES A
 TESTED PRODUCT, PLEASE REVISE PLAN TO CLARIFY.
  
 5. SHEET 1 OF 6 DESIGN REQUIREMENTS STATES THAT THE
 CURB AS SUPPLIED BY OTHERS SHOULD ACCEPT ALL LOADING
 WITHOUT DEFLECTION. WHO HAS REVIEWED THIS? THE
 ARCHITECT?S REVIEW STAMP IS NOT CLEAR THAT THIS THE
 CURB WILL ACCEPT LOADING. EITHER HAVE THE ARCHITECT
 CLARIFY OR HAVE THE ENGINEER (WHO DESIGNED THE CURB)
 REVIEW.
  
 6. FBC TABLE 601, 1 HOUR FIRE RATING REQUIRED FOR THE
 ROOF (BUILDING TYPE IIA).
  
  
  

Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2018-05-27 Cont ID  
Sent By shill Date 2018-05-27 Time 10:12 Rev Time 0.00
Received By shill Date 2018-05-14 Time 16:15 Sent To  
Notes
2018-05-15 16:15:42RESUB ROUTED TO SHILL

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-06-03 Cont ID  
Sent By shill Date 2017-06-03 Time 16:27 Rev Time 0.00
Received By shill Date 2017-05-26 Time 10:23 Sent To  
Notes
2017-05-30 10:24:04RESUB ROUTED TO SHILL

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-01-24 Cont ID  
Sent By shill Date 2017-01-24 Time 09:10 Rev Time 0.00
Received By shill Date 2017-01-03 Time 10:44 Sent To  
Notes
2017-01-04 10:44:18RESUB ROUTED TO SHILL

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-12-01 Cont ID  
Sent By shill Date 2016-12-01 Time 18:04 Rev Time 0.00
Received By shill Date 2016-11-22 Time 09:13 Sent To  
Notes
2016-11-23 09:13:56SUBMITTAL ROUTED TO SHILL


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