| Date |
Text |
| 2014-10-07 11:36:31 | 1ST REVIEW: FBC 2010 |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | BUILDING |
| | |
| | 1) THE CONSTRUCTION TYPE FOR THE ADDITION IS |
| | INCORRECTLY SPECIFIED ON SHEET CVR AS TYPE III-B AND IT |
| | SHOULD BE TYPE V-B. FBC 602 |
| | |
| | 2) THE OCCUPANCY TYPE FOR THIS SINGLE FAMILY DWELLING |
| | IS R-3 PER FBC 310. |
| | |
| | 3) THE WIND DESIGN DATA ON SHEET S-3 OF THE PLANS IS |
| | INCORRECT. THE WIND SPEED IS 170 MPH AND THE 2010 FBC |
| | REFERENCES ASCE 7-10. FBC R301.2.1 AND FBC-R CHAPTER 43 |
| | |
| | 4) THE ROOF SHEATHING FASTENING NOTES ON SHEETS S-2 AND |
| | S-3 DO NOT SPECIFY THAT 8D RING SHANK NAILS ARE |
| | REQUIRED. PLEASE CORRECT. FBC-R803.2.3.1 SHEATHING |
| | FASTENINGS. |
| | WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED TO |
| | ROOF FRAMING WITH 8D RING-SHANK NAILS AT 6 INCHES ON |
| | CENTER AT EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE |
| | FRAMING. RING-SHANK NAILS SHALL HAVE THE FOLLOWING |
| | MINIMUM DIMENSIONS: |
| | 1. 0.113 INCH NOMINAL SHANK DIAMETER. |
| | 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER. |
| | 3. 16 TO 20 RINGS PER INCH. |
| | 4. 0.280 INCH FULL ROUND HEAD DIAMETER. |
| | 5. 2 INCH NAIL LENGTH. |
| | WHERE ROOF FRAMING WITH A SPECIFIC GRAVITY, 0.42 < G < |
| | 0.49 IS USED, SPACING OF RING-SHANK FASTENERS SHALL BE |
| | 4 INCHES ON CENTER IN NAILING ZONE 3 IN ACCORDANCE WITH |
| | FIGURE R803.2.3.1 WHERE VASD AS DETERMINED IN |
| | ACCORDANCE WITH SECTION R301.2.1.3 IS 130 MPH OR |
| | GREATER. |
| | |
| | 5) PLEASE REVISE THE ROOF ZONE PRESSURES ON SHEET S-2 |
| | SO THAT THEY MATCH THE CORRECT PRESSURES WHICH AS |
| | SPECIFIED ON SHEETS CVR AND A-2. FBC - R301.2.1 |
| | |
| | 6) SUBMIT SIGNED AND SEALED STRUCTURAL DETAILS AND |
| | CALCULATIONS FOR THE CANTILEVERED 5 FOOT REINFORCED |
| | CONCRETE BALCONY SLAB FROM A FLORIDA LICENSED |
| | STRUCTURAL ENGINEER. FBC 107.2.1.3 |
| | |
| | 7) SPECIFY HOW THE BALCONY FLOOR AND WALLS WILL BE |
| | WATERPROOFED AND HOW THE RAIN WATER WILL BE DISCHARGED |
| | FROM THE SLAB FLOOR OF THE BALCONY THAT WILL BE BUILT |
| | INTO THE ROOF OF THE EXISTING STRUCTURE. FBC 107.2.1 |
| | |
| | 8) PROVIDE DETAILS ON THE WATER PROOFING OF THE WALLS |
| | AND SHOW HOW THE RAIN WATER WILL BE DIVERTED OFF OF THE |
| | ROOF WHERE THE EXISTING SLOPED ROOF MEETS THE WALL OF |
| | THE NEW TWO STORY ADDITION. FBC 107.2.1 |
| | |
| | 9) THE WINDOW AND SLIDING GLASS JAMB DETAILS 2 AND 12 |
| | ON A-3 DO NOT SHOW BUCKS THAT PROVIDE FULL SUPPORT OF |
| | THE WINDOW AND DOOR FRAMES AS REQUIRED BY FBC - |
| | R612.10.2.1 MASONRY, CONCRETE OR OTHER STRUCTURAL |
| | SUBSTRATE. |
| | WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 11/2 |
| | INCHES (38 MM), WINDOW AND DOOR ASSEMBLIES SHALL BE |
| | ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR |
| | SUBFRAME SYSTEM, IN ACCORDANCE WITH THE MANUFACTURERS |
| | PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE |
| | SECURELY FASTENED DIRECTLY INTO THE MASONRY, CONCRETE |
| | OR OTHER STRUCTURAL SUBSTRATE MATERIAL. UNLESS |
| | OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE |
| | INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE |
| | MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE |
| | LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE |
| | ROUGH OPENING SUBSTRATE. |
| | WHERE THE WOOD BUCK THICKNESS IS 11/2 INCHES (38 MM) OR |
| | GREATER, THE BUCK SHALL BE SECURELY FASTENED TO |
| | TRANSFER LOAD TO THE MASONRY, CONCRETE OR OTHER |
| | STRUCTURAL SUBSTRATE AND THE BUCK SHALL EXTEND BEYOND |
| | THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME. WINDOW |
| | AND DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN |
| | FRAME OR BY JAMB CLIP OR SUBFRAME SYSTEM OR THROUGH THE |
| | FLANGE TO THE SECURED WOOD BUCK IN ACCORDANCE WITH THE |
| | MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS. |
| | UNLESS OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE |
| | INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE |
| | MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE |
| | LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME ASSEMBLY |
| | TO THE SECURED WOOD BUCK. |
| | |
| | 10) SPECIFY THE SIZE OF THE SECTIONAL GARAGE DOOR ON |
| | THE PLANS. FBC 107.2.1 |
| | |
| | 11) THE ENERGY CALCULATION FORM THAT WAS SUBMITTED DOES |
| | NOT MATCH THE PLANS FOR THE EXTERIOR WALL AND CEILING |
| | INSULATION. PLEASE CORRECT. |
| | |
| | 12) SUBMIT TWO COPIES OF PRODUCT APPROVALS AS REQUIRED |
| | BY DCA RULE 9N-3 THAT HAVE BEEN REVIEWED AND APPROVED |
| | IN WRITING BY THE DESIGNER OF RECORD. FBC 107.3.4.1 THE |
| | FOLLOWING ITEMS WERE MISSING OR INCOMPLETE: |
| | SLIDING GLASS DOORS |
| | OUT SWING METAL DOORS (#8 & #9) |
| | OUT SWING WOOD FRONT ENTRY DOOR (#7) |
| | THE BALCONY WATERPROOFING MATERIAL |
| | THE 53 INCHES WIDE CASEMENT WINDOWS ( NOA NO. |
| | 11-1114.22 HAS A MAXIMUM WIDTH LIMITATION OF 36 INCHES) |
| | |
| | 13) PART OF A FLORIDA PRODUCT APPROVAL FOR A JELD-WEN |
| | FIBERGLASS DOOR WAS SUBMITTED. THE FL# AND INSTALLATION |
| | INSTRUCTIONS WERE MISSING. THE DESIGNER OF RECORDS |
| | REVIEW STAMP WAS NOT ON THE SUBMITTAL. THERE IS NO |
| | FIBERGLASS DOORS SPECIFIED IN THE DOOR SCHEDULE ON |
| | SHEET A-1. PLEASE CLARIFY. FBC 107.2.1 |
| | |
| | 14) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE PROVIDE |
| | A RESPONSE LETTER INDICATING HOW EACH REVIEW COMMENT |
| | WAS ADDRESSED. |
| | |
| | |
| | |
| | |
