| Date |
Text |
| 2013-08-08 06:42:42 | 2010 FBC |
| | |
| | DENIED BY BUILDING |
| | |
| | 1) THE DESIGN INFORMATION ON SHEETS A2 AND A3 IS |
| | INCORRECT. THE STRUCTURE IS LOCATED IN 170 MPH VULT / |
| | 132 VASD WINDSPEED. THE EXPOSURE CATEGORY IS D, DUE TO |
| | PROXIMITY TO THE INTER-COASTAL WATERWAY. IT IS NOT IN |
| | THE HVHZ (HIGH VELOCITY HURRICANE ZONE). THE 2010 FBC |
| | EXISTING BUILDING AND FBC RESIDENTIAL ARE THE |
| | APPLICABLE BUILDING CODES. ASCE 7 -10 IS THE REFERENCED |
| | DESIGN STANDARD. PLEASE CORRECT. |
| | |
| | 2. THE GENERAL NOTES ON A3 REFERENCE STANDARDS NEED TO |
| | BE UPDATED TO THOSE REFERENCED IN THE 2010 FBC. PLEASE |
| | CHANGE TO THE 2008 EDITIONS OF ACI 530, ASCE 5, ASCE 6 |
| | AND TMS 602. SEE FBCR CHAPTER 43. |
| | |
| | 3) THE SCALE FOR THE SITE PLAN AND DEMO PLANS ON A1 IS |
| | NOT 1/4" = 1". PLEASE CORRECT. CITY AMENDMENTS |
| | 107.2.1.4 |
| | |
| | 4) SUBMIT TWO COPIES OF PRODUCT APPROVALS FOR THE |
| | WINDOWS, ROOFING MATERIALS AND HURRICANE STRAPS, |
| | HANGERS AND OTHER CONNECTORS. DCA RULE 9N-3 |
| | |
| | 5) SPECIFY THE WINDOW TYPE AND AND SIZES ON SHEET A2. |
| | FBC R310 AND CITY AMENDMENTS 107.2.1 |
| | |
| | 6) SPECIFY THE ROOF SLOPE ON THE PLANS. A MINIMUM 2 / |
| | 12 SLOPE IS REQUIRED FOR ASPHALT SHINGLES. TWO LAYERS |
| | OF UNDERLAYMENT ARE REQUIRED ON ROOFS WITH LESS THAN 4 |
| | / 12 SLOPES. FBC R905.2.2 |
| | |
| | 7) IN THE FASTENER SCHEDULE ON SHEET A3, CODE SECTIONS |
| | FROM CHAPTER 44, THE HVHZ ARE SPECIFIED. THESE SECTIONS |
| | DO NOT APPLY TO THIS PROJECT, AS STATED IN REVIEW |
| | COMMENT #1. |
| | |
| | 8) SUBMIT TWO COPIES OF ENERGY FORM 402 OR FORM 405 TO |
| | SHOW COMPLIANCE WITH 2010 FBC ENERGY CONSERVATION |
| | SECTION 103.2.1.1. |
| | |
| | 9) SPECIFY THE UNDER FLOOR CRAWL SPACE INSULATION ON |
| | THE PLANS. FBC ENERGY CONSERVATION 402.1.1 |
| | |
| | 10) SHOW COMPLIANCE WITH FBC R 408.1 FOR CRAWL SPACE |
| | VENTILATION AND FBC R408.4 FOR UNDER-FLOOR SPACE |
| | ACCESS. |
| | |
| | 11) SHOW COMPLIANCE WITH FBC R806.1 FOR ROOF |
| | VENTILATION OF THE ENCLOSED RAFTER RAFTER SPACES. |
| | |
| | 12) SHOW COMPLIANCE WITH FBC R703.6.3 FOR THE REQUIRED |
| | BOND BREAK BETWEEN THE EXTERIOR STUCCO AND THE |
| | WATER-RESISTIVE BARRIER. |
| | |
| | 13) THE TYPICAL WALL SECTION ON A3 SPECIFIES A 2 X 8 |
| | BOTTOM PLATE AT THE BASE OF THE 2 X 6 FRAME WALLS. |
| | PLEASE CLARIFY. CITY AMENDMENTS 107.2.1 |
| | |
| | 14) SHOW COMPLIANCE WITH FBC R301.1, WHICH REQUIRES A |
| | CONTINUOUS LOAD PATH FROM THE ROOF TO THE FOUNDATION. |
| | THE WALL SECTION ON A3 DOES NOT SPECIFY ALL OF THE |
| | REQUIRED CONNECTIONS. |
| | |
| | 15) SPECIFY THE SIZE AND EMBED DEPTH OF THE ANCHOR BOLT |
| | THAT WILL SECURE THE 2 X 8 SILL TO THE FOUNDATION STEM |
| | WALL SHOWN IN THE WALL SECTION ON A3. CITY AMENDMENTS |
| | 107.2.1 AND FBC R301.1 |
| | |
| | 16) PROVIDE A FRAMING DETAIL FOR THE WINDOW OPENING IN |
| | THE EXTERIOR BEARING WALL. SPECIFY THE HEADER SIZE AND |
| | CONNECTORS. CITY AMENDMENTS 107.2.1 AND FBC R301.1 |
| | |
| | 17) THERE IS NO HORIZONTAL REINFORCEMENT SPECIFIED IN A |
| | BOND BEAM AT THE TOP OF THE STEM WALL THAT WILL TIE THE |
| | VERTICAL REINFORCEMENT TOGETHER AS IN TYPICAL STEM WALL |
| | CONSTRUCTION. PLEASE PROVIDE SIGNED AND SEALED |
| | ENGINEERED CALCULATIONS TO SHOW THAT THE STEM WALL |
| | DESIGN SPECIFIED ON THE PLANS IS CAPABLE OF SUPPORTING |
| | ALL LOADS REQUIRED BY THE BUILDING CODE. FBC R 301.1 |
| | AND CITY AMENDMENTS 107.2.1 & 107.2.1.3 |
| | |
| | 18) PROVIDE DETAILS FOR THE LEDGER AT THE TOP OF THE |
| | EXISTING EXTERIOR WALL THAT THE JL26 HANGERS CARRYING |
| | THE RAFTERS WILL BE ATTACHED. SPECIFY THE LEDGER SIZE, |
| | ANCHORS, SPACING AND OTHER PERTINENT INFORMATION. CITY |
| | AMENDMENTS 107.2.1 AND FBC R801.2 |
| | |
| | 19) THE VALUE FOR THE ADDITION IS SPECIFIED AS $8000.00 |
| | APPEARS TO BE LOW FOR THE ADDITION. CITY AMENDMENT |
| | 109.3 STATES THAT FOR PERMITTING PURPOSES THE VALUATION |
| | SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE DESIGN |
| | FEES, MATERIAL, LABOR, OVERHEAD AND PROFIT, EXCLUDING |
| | ONLY LAND VALUE. PLEASE PROVIDE A DETAILED ESTIMATE |
| | AND/OR BONA FIDE SIGNED CONTRACTS FOR ALL WORK. |
| | |
| | 20) IN ORDER TO REDUCE REVIEW TIME, PLEASE SUBMIT A |
| | RESPONCE LETTER INDICATING HOW EACH OF THE REVIEW |
| | COMMENTS WAS ADDRESSED. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
