| Date |
Text |
| 2016-10-26 17:28:53 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 2ND REVIEW: FBC FIFTH EDITION (2014) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) THE BUILDING CODE INFORMATION ON SHEET 1 INCORRECTLY |
| | REFERENCES THE 2016 EDITION OF THE FLORIDA BUILDING |
| | CODE WHICH DOES NOT EXIST. THE 2014 FLORIDA BUILDING |
| | CODE APPLIES TO THIS PROJECT. PLEASE REVISE. |
| | |
| | 2) FBC-R 301.1 BUILDINGS AND STRUCTURES, AND ALL PARTS |
| | THEREOF, SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL |
| | LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, |
| | FLOOD LOADS, AND WIND LOADS AS PRESCRIBED BY THIS CODE. |
| | THE CONSTRUCTION OF BUILDINGS AND STRUCTURES IN |
| | ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL |
| | RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH |
| | THAT MEETS ALL REQUIREMENTS FOR THE TRANSFER OF ALL |
| | LOADS FROM THEIR POINT OF ORIGIN THROUGH THE |
| | LOAD-RESISTING ELEMENTS TO THE FOUNDATION. SHOW |
| | COMPLIANCE. PROVIDE AN EXTERIOR WALL SECTION SHOWING |
| | ALL CONNECTORS THAT COMPRISE THE CONTINUOUS LOAD PATH |
| | FROM ROOF TO FOUNDATION. FBC 107.2.1.3 |
| | |
| | 3) PROVIDE ELEVATIONS OF THE PROPOSED WORK. FBC |
| | 107.2.1.3 |
| | |
| | 4) IDENTIFY THE WINDOW TYPES ON THE PLANS (FOR EXAMPLE: |
| | SINGLE HUNG, FIXED, CASEMENT, ETC.) FBC 107.2.1 |
| | |
| | 5) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS |
| | FOR THOSE PRODUCTS WHICH ARE REGULATED BY DCA RULE 9N-3 |
| | THAT HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD. PROVIDE TWO COMPLETE PRODUCT |
| | APPROVALS WITH FL OR NOA NUMBERS INCLUDING INSTALLATION |
| | INSTRUCTIONS AND MAXIMUM DESIGN PRESSURES FOR EACH OF |
| | THE WINDOWS. |
| | |
| | 6) SHOW COMPLIANCE WITH FBC - R301.2.1.2 PROTECTION OF |
| | OPENINGS. |
| | GLAZED OPENINGS IN BUILDINGS LOCATED IN WINDBORNE |
| | DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE |
| | DEBRIS. GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS |
| | SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST |
| | OF ASTM E 1996 AND ASTM E 1886 REFERENCED THEREIN, SSTD |
| | 12, TAS 201, 202 AND 203 OR AAMA 506, AS APPLICABLE. |
| | THE APPLICABLE WIND ZONES FOR ESTABLISHING MISSILE |
| | TYPES IN ASTM E 1996 ARE SHOWN IN SECTION R301.2.1.2.1. |
| | GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE |
| | DEBRIS SHALL MEET THE REQUIREMENTS OF AN APPROVED |
| | IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. |
| | |
| | 7) FBC - R 301.2.1.2 SUBMIT TWO COPIES OF AN |
| | INSTALLATION SCHEDULE AND KEY PLAN FOR THE STORM |
| | PANELS. SPECIFY THE OPENING SIZE, THE WIND PRESSURES, |
| | TYPE OF ANCHOR, ANCHOR SPACING, EDGE DISTANCE, PANEL |
| | LENGTH, PANEL SPAN, SEPARATION DISTANCE FROM PANEL TO |
| | GLASS AND THE APPLICABLE SECTION NUMBER FROM THE |
| | INSTALLATION DRAWINGS. I HAVE INCLUDED A LINK TO THE |
| | CONSTRUCTION SERVICES DEPARTMENT SITE THAT HAS MANY OF |
| | THE RELATED FORMS INCLUDING THE SCHEDULE FOR |
| | INSTALLATION OF OPENING PROTECTIVE DEVICES. |
| | HTTP://WPB.ORG/DEVELOPMENT/FORMS-AND-PUBLICATIONS/ |
| | |
| | 8) SHOW COMPLIANCE WITH 2014 FBC ENERGY CONSERVATION |
| | SECTIONS 101.5.1 & 103.1 BY SUBMITTING THE PROPER |
| | CONSTRUCTION DOCUMENTS. SEE RESIDENTIAL BUILDING FORMS |
| | 402 OR 405. |
| | |
| | 9) SPECIFY THE WALL AND CEILING INSULATION R-VALUES |
| | THAT CORRESPOND TO THE ENERGY FORMS ON THE PLANS. FBC |
| | 107.2.1 |
| | |
| | 10) SHOW COMPLIANCE WITH FBC-R806.1 FOR REQUIRED ROOF |
| | VENTILATION. |
| | |
| | 11) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT |
| | A RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW |
| | COMMENTS HAS BEEN ADDRESSED. |
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