Plan Review Notes
Plan Review Notes For Permit 13070853
Permit Number 13070853
Review Stop B
Sequence Number 1
Notes
Date Text
2013-08-01 10:42:29BUILDING PLAN REVIEW
 PERMIT: 13070853
 ADD: 2800 GEORGIA AVE SUITE # B9
 CONT: JOHN OSWALD INC
 TEL: (561)389-6784
  
 2010 FLORIDA BUILDING CODE W
 * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: 7/31/2013
 ACTION: DENIED
  
 1) COVERSHEET;
 1A) UNDER THE HEADING THE WRONG WIND DESIGN ASCE 7-07
 140 MPH.
  
 1B) MATERIAL NOTE 3 INDICATES EXTERIOR WINDOW AND DOOR
 MUST BE IMPACT OR HURRICANE PROTECTION FOR 140 MPH.
 2010 ADMINISTRATIVE CODE 107.2.1 THE INFORMATION ON THE
 PLANS SHALL BE SPECIFIC, NOT OR. ALSO THE WRONG WIND
 INFORMATION OLD CODE.
  
 2) THE PERMIT APPLICATION INDICATES THE TEXTURE 1-11
 WILL BE REMOVED AND REPLACED WITH STUCCO. PLEASE
 PROVIDE A WALL SECTION DETAIL, PLEASE INCLUDE IF THERE
 IS SUB-SHEATHING, THICKNESS, AND PLEASE PROVIDE HOW
 COMPLIANCE WITH 2010 FBC-B SECTION :
 1404.2.1
 WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED TO LATH
 OVER FRAME CONSTRUCTION, MEASURES SHALL BE TAKEN TO
 PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE
 WATER RESISTIVE BARRIER. A BOND BREAK SHALL BE PROVIDED
 BETWEEN THE WATER RESISTIVE BARRIER AND THE CEMENT
 PLASTER (STUCCO) CONSISTING OF ONE OF THE FOLLOWING:
 1.TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER OR
 2.ONE LAYER OF AN APPROVED WATER RESISTANT BARRIER OVER
 AN APPROVED PLASTIC HOUSE WRAP, OR
 3.OTHER APPROVED METHODS OR MATERIALS APPLIED IN
 ACCORDANCE WITH THE MANUFACTURER?S INSTALLATION
 INSTRUCTIONS.
  
 3) PLEASE PROVIDE WHAT TYPE OF WIRE LATH WILL BE
 INSTALLED AND GAUGE OF WIRE LATH, COMPLIANCE WITH 2010
 FBC-B 2510.3 WIRE LATH INSTALATION IN ACCORDANCE WITH
 ASTM C 1063 . TABLE 3 SEE FOOTNOTE "D".
  
 4) SHEET A-2;
  
 4A) UPDATE WIND DESIGN REFERANCES TO ASCE 7-05.
  
 B) WINDOW NUMBERS 3 & 4 ARE BOTH REQUIRED EGRESS
 WINDOWS PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B
 1029.2 MINIMUM SIZE.
 EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A
 MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET (0.53 M2).
  
 C) WINDOW NOTE # 5 IS NOT SPECIFIC, SEE NOTE (1B) ABOVE
 MUST DECIDE HOW CODE COMPLIANCE FOR IMPACT RESISTANT
 WINDOWS SHALL OCCUR.
  
 D) THE PLANS INDICATE THE 1ST FLOOR SLIDING GLASS DOOR
 A 120" WIDE OPENING WILL BE REDUCED TO A 96" WIDE
 OPENING BUT NO FRAMING DETAILS HAVE BEEN SUBMITTED
 INDICATING HOW THE WALL WILL BE ANCHORED AS PART OF THE
 MWFRS 2010 FBC-B 1609.6.4.1 MAIN WIND-FORCE-RESISTING
 SYSTEMS.
 THE MWFRS SHALL BE INVESTIGATED FOR THE TORSIONAL
 EFFECTS IDENTIFIED IN ASCE 7 FIGURE 27.4-8.
  
 5) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41
 COMPONENTS & CLADDING
  
 6) FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3
 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) (E) SHUTTERS
  
 7A) STORM SHUTTERS. PLEASE NOTE: 104.6*/ 1609.1.4/
 1714.5 STANDARDS FOR WIND-BORNE DEBRIS IMPACT
 PROTECTION QUESTION# 13 RECOGNIZING SUCH CONCERNS AS
 ABSENTEE OWNERS, OR CASES WHERE LONGER TIME & EFFORT IS
 NECESSARY TO SECURE SHUTTERS ON LARGE OR MULTI-STORY
 BUILDINGS, WHAT MEASURES ARE BEING RECOMMENDED OR
 IMPLEMENTED TO ENSURE THAT COMPLETE INSTALLATION OR
 SECURING IS DONE SUFFICIENTLY IN ADVANCE OF THE
 HURRICANE?
 FL BLD CODE 2004 SECTION 106.3.3,
 1609.1.4, 1714.5.1 & EXIST BUILD CODE 507.3.
 PROCEDURES: 1(B) A COMPLETE INSTALLATION
 SCHEDULE SUMMARIZING & IDENTIFYING OPENING SIZES, STORY
 HEIGHTS, UNIT MARK NUMBERS, UNIT SPANS/WIDTHS, UNIT
 STORM
 BAR REINFORCING REQUIREMENTS, WALL PRESSURE ZONES, SLAT
 TYPES, ETC., SHALL BE SUBMITTED AT TIME OF PERMIT
 APPLICATION
 TO FACILITATE PLAN REVIEW AND PERMIT ISSUANCE.
  
 IN MATTERS CONCERNING PUBLIC SAFETY, HEALTH, AND THE
 GENERAL WELFARE NOT SPECIFICALLY ADDRESSED IN THE CODE,
 SECTION 104.6 OF THE FLORIDA BUILDING CODE, BUILDING,
 CHAPTER 1,
 ADMINISTRATIVE CODE2004 EDITION AS AMENDED BY THE CITY
 OF WEST PALM BEACH, PROVIDES THE ABILITY FOR THE
 BUILDING OFFICIAL TO IMPLEMENT REQUIREMENTS FOR
 ENSURING STABILITY, STRENGTH, AND THE PROPER OPERATION
 OF EXISTING BUILDINGS.
  
 IN ORDER TO ASSURE THE SECURING OF SHUTTERS ON LARGE OR
 MULTI-STORY BUILDINGS, OR MULTIPLE
 ON THE SAME PROPERTY, PRE-STORM PREPARATION PLANS MUST
 BE SUBMITTED BY THE PROPERTY OWNERS OR MANAGING AGENTS
 FOR REVIEW BY THE CONSTRUCTION SERVICES DEPARTMENT. ANY
 SUCH PLAN SHALL INCLUDE, AT A MINIMUM, ON SITE LOCATION
 OF THE SHUTTERS, PARTY RESPONSIBLE FOR SECURING THE
 SHUTTERS ( SAID PARTY MUST BE LOCATED WITHIN PALM BEACH
 COUNTY), TOTAL NUMBER OF OPENINGS TO BE PROTECTED AND
 THE TOTAL TIME REQUIRED TO SECURE ALL OPENINGS.
 PROTECTION OF OPENINGS SHALL BE ACCOMPLISHED WITHIN
 TWELVE (12) HOURS OR LESS OF THE
 OFFICIAL NOTIFICATION BY THE NATIONAL WEATHER SERVICES
 OF A HURRICANE WATCH.
  
 PROVISIONS IN THE BUILDING CODES (AND THIS STANDARD)
 ARE NOT INTENDED TO PROHIBIT THE USE OF ALTERNATE
 MATERIALS AND METHODS, AND THE BUILDING OFFICIAL TO
 REVIEW AND APPROVE ANY ALTERNATE DEEMED EQUIVALENT IN
 QUALITY, STRENGTH, EFFECTIVENESS, FIRE RESISTANCE,
 DURABILITY AND SAFETY PRESCRIBED BY THIS CODE. BASED
 UPON THIS CODE PROVISION, ACCEPTANCE OF ALTERNATE
 MATERIALS AND METHODS MAY BE APPROVED ON A CASE-BY-CASE
 BASIS AND SHALL REQUIRE SUFFICIENT EVIDENCE OR PROOF TO
 SUBSTANTIATE ANY CLAIM MADE REGARDING THE ALTERNATE.
  
 IN LEAU OF LARGE MISSLE IMPACT RATED WINDOWS, STORM
 SHUTTERS MAY BE USED ON THE FIRST FLOOR IF: 104.6*/
 1609.1.4/ 1714.5 STANDARDS FOR WIND-BORNE DEBRIS IMPACT
 PROTECTION
  
 7B) PROVIDE STORM PANEL INFORMATION WITH INSTALLATION
 SCHEDULE AND KEY PLAN WITH SPECIFIC ANCHORS AND
 MOUNTING TO BE USED FOR ALL NON-IMPACT GLAZING. FBC
 1609.1.4.
  
 8) A-3R & A4R:
  
 8A) THE PLANS DO NOT INDICATE COMPLIANCE WITH 2010
 FBC-B TABLE 1607.1 LIVE LOAD DESIGNS.
  
 8B) WE ALSO ARE LOOKING HOW THE 2X8 LEDGER WILL BE
 SECURED TO THE STRUCTURE? WILL THE STUCCO GO BEHIND THE
 LEDGER BOARD OR IF THE LEDGER IS TO BE SECURED DIRECTLY
 TO THE STRUCTURAL MEMBERS, WITH FLASHINGS?
  
 8C) SHEET A3 ALSO NOTES ALTERNANTE FASTENERS OR EQUAL,
 2010 ADMINISTRATIVE CODE 107.2.1 THE INFORMATION ON THE
 PLANS SHALL BE SPECIFIC...
  
 8D) SHEET A3 PLEASE SEE STATED CONCEALED HANGER
 (LUS210-2) IS NOT THE CONCEALED HANGER, THIS HAPPENS IN
 MULTIPLE AREAS OF THE PLAN.
  
 9) SHEEET A-4 INDICATES THE WOOD DECKING TO BE PREMIUM
 WEATHER SHIELD, PLEASE PROVIDE TESTING REPORT FOR THIS
 PRODUCT FOR USE AND SPANS. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED, LIVE LOADS 2010 FBC-B TABLE
 1607.1 LIVE LOAD DEIGNS.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
  
  
  
  
  
  
  
  
  


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