Date |
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2014-09-24 18:13:20 | PLAN REVIEW COMMENTS |
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| 1ST REVIEW: FBC 2010 |
| ROBERT MCDOUGAL, CBO |
| COMMERCIAL COMBINATION PLANS EXAMINER |
| (561) 805-6714 |
| [email protected] |
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| PLEASE ADDRESS THE ITEMS NOTED BELOW: |
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| BUILDING |
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| 1) VALUATION - FBC 109.3 BUILDING PERMIT VALUATION. FOR |
| PERMITTING PURPOSES, VALUATION OF BUILDINGS AND SYSTEMS |
| SHALL BE TOTAL REPLACEMENT VALUE TO INCLUDE STRUCTURAL, |
| ELECTRIC, PLUMBING, MECHANICAL, INTERIOR FINISH, |
| RELATIVE SITE WORK, ARCHITECTURAL AND DESIGN FEES, |
| MARKETING COSTS, OVERHEAD AND PROFIT; EXCLUDING ONLY |
| LAND VALUE. VALUATION REFERENCES MAY INCLUDE THE LATEST |
| PUBLISHED DATA OF NATIONAL CONSTRUCTION COST ANALYSIS |
| SERVICES (MARSHALL-SWIFT, MEANS, ETC.), AS PUBLISHED BY |
| INTERNATIONAL CODE CONGRESS. FINAL BUILDING PERMIT |
| VALUATION SHALL BE SET BY THE BUILDING OFFICIAL. BASED |
| ON THE LATEST ICC VALUATION THE VALUE OF THIS SINGLE |
| FAMILY DWELLING IS $265, 326.00. |
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| 2) THE " ROOF OVERHUNG" DETAIL AND SECTION ON SHEET A-2 |
| IS MISSING INFORMATION. SUCH AS, THE 2 X 6 LEDGER TO |
| WALL ATTACHMENT, THE RAFTERS TO 4 X 6 HEADER ATTACHMENT |
| , THE 4 X 4 ANGLE BRACE END ATTACHMENT, ETC. SPECIFY |
| THE CONNECTORS AND/OR FASTENERS THAT WILL BE USED. ALSO |
| SPECIFY THE SLOPE OF THIS ROOF. FBC-R 301.1 |
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| 3) ON SHEET A-3, THE WINDLOAD DATA LISTS THE ROOF SLOPE |
| AS 6:12 AND THE END ZONE A = 3.0 FT. THE PLANS SPECIFY |
| THE ROOF SLOPE AS 5:12 AND FBC-R FIGURE R301.2(7) |
| SPECIFIES END ZONE 5 AS A = 4.0 FT. IN ALL CASES. |
| PLEASE CORRECT. |
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| 4) THE FLOOR AND ROOF TRUSS CONNECTIONS TO THE WALLS |
| ARE REQUIRED TO BE SPECIFIED ON THE PLANS BY THE |
| STRUCTURAL ENGINEER OF RECORD. FAC 61G15-31.003 ON |
| SHEET S-2 SOME OF THE TRUSS TO WALL CONNECTIONS THAT |
| ARE THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER OF |
| RECORD ARE LABELED PER TRUSS MANUFACTURER. |
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| 5) SPECIFY THE CONNECTORS THAT WILL BE USED TO ATTACH |
| THE FLOOR TRUSSES TO THE WALL LEDGERS. FBC-R501.2 |
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| 6) ON SHEET S-3 THE NEGATIVE UPLIFT PRESSURES ARE ROOF |
| ZONES 2 AND 3 ARE THE SAME IN THE ROOF CLADDING SERVICE |
| (NOMINAL) WIND LOAD SCHEDULE. THE NEGATIVE (UPLIFT) |
| PRESSURES FOR ROOF ZONE 3 SHOULD BE MORE ( - 73.9 PSF |
| ). FBC-R TABLE R301.2(2) AND R301.2.1 |
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| 7) SPECIFY THE SIZE OF THE OVERHEAD GARAGE DOOR ON THE |
| PLANS. |
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| 8) SPECIFY THE OVERHEAD GARAGE DOOR AND FRONT DOOR |
| COMPONENT & CLADDING PRESSURES ON THE PLANS. |
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| 9) SUBMIT TWO SETS OF PRODUCT APPROVALS FOR THE 7' TALL |
| OUTSWING FRONT DOOR AND THE DOUBLE OUTSWING FRENCH |
| DOORS AS REQUIRED BY DCA RULE 9N-3. THE ONES THAT WERE |
| SUBMITTED (NOA NO. 11-1013.22) EXPIRED IN 2012. |
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| 10) SPECIFY THE ATTACHMENT METHOD THAT WILL BE USED TO |
| INSTALLED THE CLAY ROOF TILES. IF ONE OF THE APPROVED |
| ADHESIVES LISTED IN THE ROOF TILE PRODUCT APPROVAL WILL |
| BE USED, THEN SUBMIT TWO SETS OF PRODUCT APPROVALS FOR |
| IT. DCA RULE 9N-3 AND FBC-R905.3 |
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| 11) FBC 107.3.4 - THOSE PRODUCTS WHICH ARE REGULATED BY |
| DCA RULE 9N-3 ARE REQUIRED TO BE REVIEWED AND APPROVED |
| IN WRITING BY THE DESIGNER OF RECORD. |
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| IN ORDER TO REDUCE PLAN REVIEW TIMES, PLEASE SUBMIT A |
| RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW |
| COMMENTS HAS BEEN ADDRESSED. |
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