| Date |
Text |
| 2007-06-21 19:28:00 | PROJECT: 213 MURRAY ROAD/ # 07050164 |
| | |
| | PROJECT DETAIL: ENCLOSE CARPORT, ADD COVERED BREEZEWAY |
| | AND REMODEL KITCHEN. |
| | |
| | APPLICABLE CODE REVIEW: 2004 FLORIDA RESIDENTIAL/ |
| | BUILDING CODE WITH 2006 REVISIONS AND THE 2004 FEBC. |
| | |
| | STATUS: DENIED |
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| | |
| | PLAN REVIEW COMMENTS: |
| | |
| | |
| | 106.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. THE |
| | EXAMINATION OF THE DOCUMENTS BY THE BUILDING OFFICIAL |
| | SHALL INCLUDE THE FOLLOWING MINIMUM CRITERIA AND |
| | DOCUMENTS: A FLOOR PLAN; SITE PLAN; FOUNDATION PLAN; |
| | FLOOR/ROOF FRAMING PLAN OR TRUSS LAYOUT; AND ALL |
| | EXTERIOR ELEVATIONS: |
| | |
| | RESIDENTIAL (ONE- AND TWO-FAMILY): |
| | 6. STRUCTURAL REQUIREMENTS SHALL INCLUDE: |
| | WALL SECTION FROM FOUNDATION THROUGH ROOF, INCLUDING |
| | ASSEMBLY AND MATERIALS CONNECTOR TABLES WIND |
| | REQUIREMENTS STRUCTURAL CALCULATIONS (IF REQUIRED) |
| | |
| | |
| | 1) REQUIRE SHOP DRAWINGS FOR TS COLUMNS AS INDICATED ON |
| | SHEET 4.1. |
| | |
| | 2) PLEASE PROVIDE CLARIFICATION: SHEET 2.1 LOGGIA |
| | FOUNDATION PLAN INDICATES 3" DIAMETER STEEL COLUMN; |
| | DETAIL 3/4.1 REFLECTS 3.5 X 3.5" TS COLUMN. |
| | |
| | 3) SUBMIT PRODUCT APPROVALS FOR ALL FRAMING |
| | CONNECTORS. |
| | |
| | 4) PROVIDE DETAIL FOR NEW CMU WALLTO EXISTING CMU |
| | WALL CONNECTION. |
| | |
| | 5) SUBMIT EPOXY SPECIFICATIONS. |
| | |
| | 6) PROVIDE MECHANICAL ATTACHMENT DETAIL FOR IN-FILL |
| | WALL FRAMING TO CMU WALL. SEE DETAIL 1/4.1. |
| | |
| | 7) SPECIFY GRADE AND SPECIES OF LUMBER USED FOR WALL |
| | FRAMING, HEADERS AND BEAMS. |
| | |
| | 8) INDICATE LENGTH OF CARRIAGE BOLTS AND THE DIAMETER |
| | OF WASHERS TO BE INSTALLED. SEE WALL LEGEND, SHEET |
| | 2.1. |
| | |
| | 9) SHOW DETAILS OF 3X12 WOOD BEAM: MECHANICAL |
| | ATTACHMENT PATTERN AND SPLICE LOCATIONS IF APPLICABLE. |
| | |
| | 10) PROVIDE DETAILS INDICATING THE ATTACHMENT OF THE |
| | NEW LOGGIA ROOF TO THE EXISTING GARAGE ROOF FRAMING. |
| | |
| | 11) PLEASE SHOW SECTION MARK 2/4.1 ON SHEET 2.1 OR |
| | 3.1. |
| | |
| | 12) PLAN INDICATES 4043 SINGLE HUNG WINDOW |
| | INSTALLATION; THE SUBMITTED P/A'S ARE FOR CASEMENT |
| | WINDOWS. PLEASE CLARIFY. |
| | |
| | 13) PROVIDE COLUMN WRAP DETAIL. |
| | |
| | 14)WOOD BUCKS SHALL CONFORM TO THE FOLLOWING BUILDING |
| | CODE SECTION: |
| | |
| | 1714.5.4.2 MASONRY, CONCRETE OR OTHER STRUCTURAL |
| | SUBSTRATE. |
| | WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 1? |
| | 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 MANUFACTURER?S |
| | 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 1? INCHES (38 MM) OR |
| | GREATER, THE BUCK SHALL BE SECURELY FASTENED TO |
| | TRANSFER LOAD TO THE MASONRY, CONCRETE OR OTHER |
| | STRUCTURAL SUBTRATE 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 |
| | MANUFACTURER?S 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. |
| | |
| | 15)607.2REDUCTION OF STRENGTH. |
| | ALTERATIONS SHALL NOT REDUCE THE STRUCTURAL STRENGTH OR |
| | STABILITY OF THE BUILDING, STRUCTURE, OR ANY INDIVIDUAL |
| | MEMBER THEREOF. |
| | EXCEPTION: SUCH REDUCTION SHALL BE ALLOWED AS LONG AS |
| | THE STRENGTH AND THE STABILITY OF THE BUILDING ARE NOT |
| | REDUCED TO BELOW THE FLORIDA BUILDING CODE, BUILDING |
| | LEVELS. |
| | |
| | 607.3NEW STRUCTURAL MEMBERS. |
| | NEW STRUCTURAL MEMBERS IN ALTERATIONS, INCLUDING |
| | CONNECTIONS AND ANCHORAGE, SHALL COMPLY WITH THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 16) PLEASE SHOW ALLEXTERIOR BUILDING ELEVATIONS: |
| | |
| | 106.3.5 MINIMUM PLAN REVIEW CRITERIA FOR |
| | BUILDINGS. |
| | THE EXAMINATION OF THE DOCUMENTS BY THE BUILDING |
| | OFFICIAL SHALL INCLUDE THE FOLLOWING MINIMUM CRITERIA |
| | AND DOCUMENTS: A FLOOR PLAN; SITE PLAN; FOUNDATION |
| | PLAN; FLOOR/ROOF FRAMING PLAN OR TRUSS LAYOUT; AND ALL |
| | EXTERIOR ELEVATIONS: |
| | |
| | RESIDENTIAL (ONE- AND TWO-FAMILY) |
| | |
| | |
| | |
| | |
| | PLAN REVIEW: KEN CONRAD |
| | PHONE: 561.805.6666 |
| | FAX:561.805.6676 |
