Plan Review Notes
Plan Review Notes For Permit 02100862
Permit Number 02100862
Review Stop B
Sequence Number 1
Notes
Date Text
2002-11-19 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02100862
 ADD: 3009 SANTA MARGARITA RD
 CONT: DOUBLE R
 TEL: (954)796-0777
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 PROVIDE SIGNED/ SEALED COPY OF SOILS
 REPORT WITH THE SAFE MINIMUM BEARING
 VALUE.
  
 3)1606.1.4(1) IN WIND BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES
 POSITIVE PRESSURE IN BUILDINGS SHALL BE
 ASSUMED TO BE OPENINGS UNLESS SUCH
 GLAZING IS IMPACT RESISTANT OR PROTECTED
 WITH AN IMPACT RESISTANT COVERING MEET-
 ING THE REQUIREMENTS OF SSTD 12, ASTM
 E 1886 AND ASTM E 1996 OR MIAMI-DADE.
  
 1) GLAZED OPENINGS LOCATED WITHIN 30 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.
 FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED.
 SITE SPECIFIC ENGINEERING (PRODUCT
 APPROVAL) REQUIRES THE WET SIGNATURE,
 DATE AND EMBOSSED SEAL OF THE ENGINEER
 CERTIFYING THE PRODUCT AND SIGNATURE
 AND SEAL OF THE DESIGN PROFESSIONAL
 OF RECORD.
  
 4) ZERO-LOT LINE/SECOND STORY FRAME,
 < THAN 5'-0" FROM PROP. REQUIRES 1 HR
 RATING FROM BOTH SIDES, 1/2" DRYWALL
 ONLY MAKES 50 MINUTES.
 709.6.2.2 THE FIRE RESISTANCE RATING OF
 A WOOD FRAMED ASSEMBLY IS EQUAL TO THE
 SUM OF THE TIME ASSIGNED TO THE MEMBRANE
 ON THE FIRE EXPOSED SIDE, THE TIME
 ASSIGNED TO THE FRAMING MEMBERS AND THE
 TIME ASIGNED FOR ADDITIONAL CONTRIBUTION
 BY OTHER PROTECTIVE MEASURES SUCH AS
 INSULATION. THE MEMBRANE ON THE
 UNEXPOSED SIDE SHALL NOT BE INCLUDED IN
 DETERMINING THE FIRE RESISTANCE OF THE
 ASSEMBLY.
  
 5) TABLE 600 ZERO-LOT LINE, GLASS BLOCK
 ON ZERO LOT LINE REQUIRES 1 HR RATING,
 MISSING INFO.
  
 6) 1606.1.5 MEAN ROOF HEIGHT, THE DIMEN-
 SION FROM GRADE TO THE AVERAGE OF THE
 ROOF EAVE HEIGHT, AND THE HIGHEST POINT
 ON THE ROOF SURFACE. MEAN ROOF HEIGHT
 IS NOT GIVEN, CALAULATED MEAN ROOF
 HEIGHT IS 26"-7 1/2". SEE TABLE 2306.1
 COUNTY AMENDMENTS FOR ZONE# 3, RING
 SHANK NAILS.
  
 7) SHEET C-1, FRAMING NOTE# 15, HIGH RIB
 METAL LATH, SPACING 6" O.C., ASTM C-1063
 7.10.1.1. 3/8" RIB LATH SHALL BE NAILED
 (ATTACHED) AT EACH RIB (4").
  
 8)BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING THE SHEET OR SPECIFICATION PAGE
 WHERE THE CHANGES CAN BE FOUND, WILL
 HELP TO EXPEDITE YOUR PERMIT. THANK YOU
 FOR YOUR ANTICIPATED COOPERATION.
 JIM WITMER
 PLAN REVIEW
 TEL: (561)659-8096 EX.8412
 FAX: (561)659-8026


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