Plan Review Details - Permit 15070016
Plan Review Stops For Permit 15070016
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2015-09-15 Cont ID  
Sent By jgomez Date 2015-09-15 Time 14:56 Rev Time 0.00
Received By jgomez Date 2015-09-15 Time 14:56 Sent To  
Notes
2015-09-15 14:58:47CLAY TILE NOA 14-0506.07 SUBMITTED REFERENCES QUIKRETE
 FL-15 MORTAR. PRINTED NOA 14-0211.12 FOR QUIKRETE FL-15
 MORTAR. JG.
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2015-09-15 Cont ID  
Sent By rbrown Date 2015-09-15 Time 13:30 Rev Time 0.00
Received By rbrown Date 2015-09-15 Time 13:30 Sent To  
Notes
2015-09-15 13:38:37BUILDING PLAN REVIEW
 *******************************
 ROBERT BROWN (561) 805 6652
 E-MAIL: [email protected]
  
  
 REVIEW OF ALTERNATIVE PRODUCT APPROVAL (NOA #
 14-0506.07) SUBMITTED BY THE CONTRACTOR FOR THE
 PROPOSED ARTEMANOS HAND MADE CLAY TILE SET IN MORTAR.
  
 USING THE ZONE 3 WIND PRESSURE FROM THE PROVIDED
 ENGINEER'S CALCULATION, THE ATTACHMENT RESISTANCE
 CALCULATION NOW LOOKS AS FOLLOWS:
  
 MAXIMUM ZONE 3 WIND PRESSURE, P3 = -130 PSF (SUBMITTED
 ENGINEER'S CALCULATION)
  
 ARTEMANOS HAND MADE CLAY TILE TO BE INSTALLED PER NOA #
 14-0506.07
  
 AERODYNAMIC MULTIPLIER, A = 0.329 FT3 (TABLE 2, PAGE 3
 OF 5)
  
 RESTORING MOMENT DUE TO GRAVITY, MG = 4.85 FT-LBF
 (SLOPE 4/12, TABLE 3, PAGE 3 OF 5)
  
 UPLIFT MOMENT, MR = (P3 X A) - MG = (130 X 0.329) -
 4.85 = 37.92 FT-LBF (REQUIRED)
  
 COMPARED TO ATTACHMENT RESISTANCE PROVIDED BY MORTAR
 SET ARTEMANOS TILE PER TABLE 7, PAGE 4 OF 5:
  
 PROVIDED ATTACHMENT RESISTANCE, MF = 71.85 FT-LBF >
 37.92 FT-LBF REQUIRED
  
 THEREFORE ARTEMANOS HAND MADE CLAY TILE SET IN MORTAR
 INSTALLED PER NOA # 14-0506.07, IS OK
  
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 TELEPHONE: (561) 805 6652 ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2015-07-07 Cont ID  
Sent By jgomez Date 2015-07-07 Time 17:39 Rev Time 0.00
Received By jgomez Date 2015-07-07 Time 17:24 Sent To  
Notes
2015-07-07 17:40:39RESIDENTIAL (R3) RE-ROOF, BUILDING REVIEW COMMENTS.
 CODE: FBC- 5TH EDITION(2014)-RESIDENTIAL.
  
 1- SINCE NOA SUBMITTED EXPLICITLY EXCLUDES THE NAIL OR
 MORTAR SYSTEMS FOR THE ANTIGUA TILE, THEN THE BUILDING
 OFFICIAL WILL NOT APPROVE THE SITE SPECIFIC
 ENGINEERING. PROVIDE PRODUCT APPROVAL FOR ROOF TILE
 ADHESIVE AH-160 AS REQUIRED BY DCA RULE 9N-3. OR
 PROVIDE ANOTHER PRODUCT APPROVAL THAT ALLOWS PROPOSED
 INSTALLATION.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 (561)805-6712
 [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2015-07-06 Cont ID  
Sent By jgomez Date 2015-07-06 Time 17:23 Rev Time 0.00
Received By jgomez Date 2015-07-06 Time 17:23 Sent To  
Notes
2015-07-06 17:56:58RESIDENTIAL (R3) RE-ROOF, BUILDING REVIEW COMMENTS.
 CODE: FBC- 5TH EDITION(2014)-RESIDENTIAL.
  
 NOTE: AFTER HAVING A CHANCE OF A SECOND REVIEW OF THE
 CLAY TILE NOA I REALIZED
 THAT THE PROPOSED MORTAR INSTALLATION IS NOT ALLOWED.
 SEE COMMENTS BELOW
 REGARDING THE NOA LIMITATIONS:
  
 1- ACCORDING TO ROOF TILE NOA 13-0923.06 SUBMITTED
 NAIL-ON SYSTEMS AND MORTAR SET SYSTEMS IS FOR SANTA ANA
 MISSION TILE - TOLEDO, CASTILLA, AND MARBELLA ROOF
 TILES ONLY. NOT FOR ANTIGUA CAP. THE ONLY OPTION FOR
 ANTIGUA CAP IS 3M 2-COMPONENT FOAM ROOF TILE ADHESIVE
 AH-160 (SEE TABLE 5(B) AND TABLE 5(C) ON NOA
 SUBMITTED).
  
 PROVIDE PRODUCT APPROVAL FOR ROOF TILE ADHESIVE AH-160
 AS REQUIRED BY DCA RULE 9N-3.
  
 AS AN ALTERNATIVE, CONTRACTOR MAY APPLY FOR SITE
 SPECIFIC INSTALLATION TO BE APPROVED BY THE BUILDING
 OFFICIAL.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 (561)805-6712
 [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-07-01 Cont ID  
Sent By jgomez Date 2015-07-01 Time 17:59 Rev Time 0.00
Received By jgomez Date 2015-07-01 Time 14:46 Sent To  
Notes
2015-07-01 18:15:07RESIDENTIAL (R3) RE-ROOF, BUILDING REVIEW COMMENTS.
 CODE: FBC- 5TH EDITION(2014)-RESIDENTIAL.
  
 1- ENGINEER TO REVISE THE SITE SPECIFIC ENGINEERING
 SUBMITTED :
 A) THIS IS NOT ONE STORY HIGH ROOF. THIS IS A TWO STORY
 HOUSE. REVISE MEAN ROOF HEIGHT AND DESIGN PRESSURES AS
 REQUIRED. SEC. R301 OF FBC-5TH EDITION-RESIDENTIAL.
  
 B) THE BUILDING DEPARTMENT IS INCORRECT. THIS IS CITY
 OF WEST PALM BEACH NO TOWN OF PALM BEACH. REVISE AS
 REQUIRED. SEC. 107.2.1 CITY AMENDMENTS.
  
 ****NOTE: ADDITIONAL COMMENT:
  
 C) ROOF TILE SPECIFIED BY THE ENGINEER DOESN'T MATCH
 ROOF TILE SPECIFIED BY THE CONTRACTOR ON THE PERMIT
 APPLICATION. CONTRACTOR SPECIFIED "SANTA ANA MISSION
 ANTIGUA TILE". REVISE AS REQUIRED AND REVISE THE
 CALCULATIONS USING THE CORRECT AERODYNAMIC MULTIPLIER
 AND RESTORING MOMENT. SEC. R301.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 (561)805-6712
 [email protected]
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2015-07-01 Cont ID  
Sent By spalmer Date 2015-07-01 Time 09:52 Rev Time 0.00
Received By spalmer Date 2015-07-01 Time 09:52 Sent To  
Notes
2015-07-01 09:52:53OKAY PER ANGELLA VANN
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-07-06 Cont ID  
Sent By jgomez Date 2015-07-06 Time 17:23 Rev Time 0.00
Received By jgomez Date 2015-07-02 Time 13:10 Sent To  
Notes
***NONE***


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved