| Date |
Text |
| 2004-01-26 00:00:00 | DENIED |
| | |
| | 1) BOTH SETS OF PLANS ARE REQUIRED TO BE |
| | STAMPED BY PB COUNTY FOR IMPACT FEES. |
| | |
| | 2) SUBMIT A SIGNED AND SEALED COPY OF A |
| | SUB-SURFACE SOIL TEST REPORT AS REQUIRED |
| | BY FBC 1804.2.2. |
| | |
| | 3)PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | SUBMIT FOR ALL WINDOWS, DOORS, GARAGE |
| | DOORS, STORM PANELS, TRUSS CONNECTORS, |
| | ETC. THAT IS SPECIFIED ON THE PLANS. |
| | |
| | 4) THE STRUCTURE IS LOCATED IN AN "A5" |
| | FLOOD ZONE AN ELEVATION CERTIFICATE WILL |
| | BE REQUIRED BEFORE THE C.O. IS ISSUED. |
| | |
| | 5) SPECIFY THE SIZES OF THE TWO ATTIC |
| | ACCESS OPENINGS ON THE SECOND FLOOR. |
| | |
| | 6) THE CONDITIONED FLOOR AREA LISTED ON |
| | THE ENERGY CALC. FORM DOES NOT AGREE |
| | WITH THE A/C AREA LISTED ON THE PLANS. |
| | THE FORM IS REQUIRED TO BE SIGNED AND |
| | DATED BY THE OWNER/AGENT. |
| | |
| | 7) SUBMIT MANUFACTURER'S SPECIFICATIONS |
| | AND LISTING INFORMATION FOR THE BBQ ON |
| | THE LANAI. |
| | |
| | 8) INDICATE THE BEAM ELEVATIONS (TOB) |
| | ON SHEETS S1 AND S2. |
| | |
| | 9) SPECIFY ON THE PLANS THAT THE WIRE |
| | MESH WILL BE SUPPORTED ON APPROVED |
| | SUPPORTS AT NO MORE THAN 3'OC PER FBC |
| | 1909.3. |
| | |
| | 10) SUBMIT SIGNED AND SEALED ENGINEERING |
| | FOR THE HAMBRO FLOOR SYSTEM. |
| | |
| | 11) PLEASE UPDATE THE ANCHOR SCHEDULES |
| | ON S4 AND S5. FAC RULE 9B-72 REQUIRES |
| | TRUSS CONNECTORS TO HAVE STATE PRODUCT |
| | APPROVAL. THERE IS NO USP RTPGA |
| | CONNECTOR LISTED. SEMCO AND HUGHES ARE |
| | NO LONGER IN BUSINESS AND ARE NOT LISTED |
| | WITH THE STATE, PLEASE REMOVE REFRENCES |
| | TO THEM. |
| | |
| | 12) 1609.4.3 LOAD REDUCTION. |
| | WHEN STRUCTURAL EFFECTS DUE TO TWO OR |
| | MORE LOADS IN COMBINATION WITH DEAD LOAD |
| | ARE INVESTIGATED IN LOAD COMBINATIONS OF |
| | 1609.4.1 OR 1609.4.2, THE COMBINED |
| | EFFECTS DUE TO THE TWO OR LOADS MULTI- |
| | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD |
| | LOADS SHALL NOT BE LESS THAN THE EFFECTS |
| | FROM THE LOAD COMBINATION OF THE DEAD |
| | LOAD PLUS THE LOAD PRODUCING THE LARGEST |
| | EFFECTS.INCREASE IN ALLOWABLE STRESS SPE |
| | CIFIED IN THE MATERIALS SECTIONS OF THIS |
| | CODE OR A REFRENCED STANDARD SHALL NOT |
| | BE USED WITH THESE LOAD COMBINATIONS |
| | EXCEPT THAT A DURATION OF LOAD INCREASE |
| | SHALL BE PERMITTED IN ACCORDANCE WITH |
| | CHAPTER 23. |
| | REVISE TRUSS ANCHOR SCHEDULE WITH VALUES |
| | THAT DO NOT INCLUDE THIS STRESS INCREASE |
| | SEE LATEST USP CATALOG. |
| | |
| | 13) SPECIFY FIREBLOCKING ON THE WALL |
| | SECTIONS ON D1 AT THE INTERSECTIONS OF |
| | THE CONCEALED VERTICAL AND HORIZONTAL |
| | SPACES. SEE FBC 2305.1. |
| | |
| | 14) CLARIFY ON THE STAIR DETAILS ON D2 |
| | THAT THE HANDRAILS FOR THE CIRCULAR |
| | STAIRS ARE BETWEEN 34" AND 38" ABOVE THE |
| | LEADING EDGE OF THE TREADS AS REQUIRED |
| | BY FBC 1007.5. |
| | |
| | 15)PROVIDE (2) PRODUCT APPROVALS, KEY |
| | PLANS AND INSTALLATION SCHEDULES |
| | INDICATING THE SPECIFIC TYPES OF ANCHORS |
| | TO BE USED FOR STORM PANELS. |
| | A SEPARATE PERMIT AND FEES WILL BE |
| | REQUIRED IF ALL INFORMATION IS NOT |
| | SUBMITTED BEFORE PERMIT IS ISSUED. |
| | |
| | 16) SEPARATE PERMITS WILL BE REQUIRED |
| | FOR OTHER TRADES AS THEY WERE NOT SIGNED |
| | ONTO PERMIT APPLICATION. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
