| Date |
Text |
| 2003-10-15 00:00:00 | DENIED |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) FBC* 1804.2.2AREA OF QUESTIONABLE |
| | SOIL.SUBMIT A GEOTECHNICAL REPORT |
| | TO VERIFY THE SAFE BEARING CAPACITY OF |
| | THE SOIL. |
| | |
| | 3)FBC 1005.4.5 (GLITCH AMENDMENTS |
| | JULY 1, 2003) REQUIRES AT LEAST ONE |
| | MEANS OF ESCAPE FROM A DWELLING WHEN |
| | SHUTTERED FOR IMPACT PROTECTION. THE |
| | MEANS OF ESCAPE SHALL BE WITHIN THE |
| | FIRST FLOOR OF THE DWELLING AND CAN NOT |
| | BE LOCATED IN A GARAGE. OCCUPANTS IN ANY |
| | PART OF THE DWELLING SHALL HAVE ACCESS |
| | TO IT WITHOUT HAVING TO PASS THROUGH A |
| | LOCKABLE DOOR NOT UNDER THEIR CONTROL. |
| | INDICATE HOW COMPLIANCE WILL BE |
| | ACHIEVED AT THE MAIN HOUSE AND THE GUEST |
| | HOUSE. |
| | |
| | 4) PROVIDE ADDITIONAL DETAILS FOR THE |
| | MASONRY CHIMNEY. SPECIFY THE REINFORCING |
| | FOR BEAMS (THERE IS NOTHING TYING IT TO |
| | THE BEAM SCHEDULE ON A7). SPECIFY THE |
| | REINFORCING FOR THE PRECAST CHIMNEY CAP |
| | AND HOW IT WILL BE ANCHORED TO THE |
| | CHIMNEY. |
| | |
| | 5) SUBMIT FRAMING DETAILS FOR THE |
| | CUPOLA. INDICATE THE SIZE AND SPACING OF |
| | THE STUDS, HEADER SIZE, STRAPPING TO |
| | PROVIDE LOAD PATH, AND INDICATE THAT |
| | ADEQUATE BACKING WILL BE PROVIDED FOR |
| | THE STORM PANELS. (RECOMMEND IMPACT |
| | GLAZING AT THIS LOCATION) |
| | |
| | 6)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. INCREAS 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. UPDATE THE TRUSS ANCHOR |
| | SCHEDULE. THE 2003 USP CATALOG NO LONGER |
| | LISTS TAPR 224 CONNECTORS. SPECIFY |
| | UPLIFT VALUES THAT DO NOT INCLUDE THE |
| | ONE-THIRD STRESS INCREASE. |
| | |
| | 7) THE CUPOLA ROOF FRAMING PLAN ON A7 |
| | SPECIFIES CONNECTOR (A) WHICH IS FOR |
| | TRUSS TO CONCRETE BEAM CONNECTION. |
| | PLEASE REVISE TO AN APPROPRIATE TRUSS TO |
| | WOOD CONNECTOR. |
| | |
| | 8) TRUSS ANCHOR (E) IS SPECIFIED AT THE |
| | COVERED PATIO WHERE THE UPLIFT EXCEEDS |
| | THE CAPACITY LISTED IN THE SCHEDULE. |
| | ANCHOR (A) IS SPECIFIED AT GIRDERS WHICH |
| | EXCEED ITS CAPACITY. ANCHOR (M) IS |
| | SPECIFIED FOR A GIRDER WITH 9800# UPLIFT |
| | SOME BEARING POINTS HAVE NO CONNECTOR |
| | SPECIFIED. SOME CONNECTOR LOCATIONS ARE |
| | NOT CLEARLY IDENTIFIED. SEE MARKS ON |
| | SHEET A7 OF THE PLANS. |
| | |
| | 9) PROVIDE DETAILS OF ANY SPECIAL |
| | BRACING REQUIREMENTS FOR CANTILEVERED |
| | TRUSSES OVER STOREFRONT WINDOW. |
| | |
| | 10) UPDATE THE CONNECTORS SPECIFIED IN |
| | THE DETAILS ON SHEET A8. SEMCO IS NO |
| | LONGER IN BUSINESS. |
| | |
| | 11) THE GLASS IN THE STOREFRONT WINDOW |
| | AT THE LIVING ROOM IS REQUIRED TO BE |
| | SAFETY GLAZING. SEE FBC 2405.2.1(4). |
| | |
| | 12) SUBMIT MANUFACTURER'S SPECS. AND UL |
| | LISTING INFORMATION FOR THE BBQ ON THE |
| | COVERED PATIO. |
| | |
| | 13) SUBMIT KEY PLAN AND INSTALLATION |
| | SCHEDULE FOR THE STORM PANELS. SPECIFY |
| | THE ANCHORS AND ANCHOR SPACING. THE |
| | STORM PANEL DRAWINGS ARE STAMPED FOR ONE |
| | PERMIT ONLY AND ARE REQUIRED TO BE |
| | SIGNED AND SEALED BY THE ENGINEER. |
| | |
| | 14) THE ENERGY CALCULATIONS ARE REQUIRED |
| | TO BE SIGNED BY THE OWNER/AGENT. |
| | |
| | 15) THE ENERGY CALCS. ARE CLAIMING THE |
| | CEILING FAN CREDIT, WHICH REQUIRES A |
| | MINIMUM OF CEILING FAN IN ALL PRIMARY |
| | LIVING AREAS. THE PLANS DO NOT INDICATE |
| | A FAN IN THE LIVING ROOM AS REQUIRED BY |
| | FBC 13-607.1.A.1. PLEASE REVISE. ALSO |
| | INDICATE THE SIZE OF THE FANS ON THE |
| | PLANS. SEE FBC 13-607.A.1 TABLE 6-6. |
| | |
| | 16) SUBMIT DETAILED SHOP DRAWINGS, |
| | SPECIFICATIONS, CALCULATIONS AND TEST |
| | DATA FOR THE BUTT GLASS WINDOWS IN HER |
| | BATH AND THE BREAKFAST ROOM. SEE FBC |
| | 2406.2. |
| | |
| | 17) PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR: |
| | - RADIUS STORE FRONT WINDOW AT LIVING RM |
| | - ARCHED TOP FIXED GLASS WINDOWS |
| | - RECTANGULAR FIXED GLASS WINDOWS |
| | - METAL DOOR TO MECHANICAL (AHU) ROOM |
| | |
| | 18) THE PRODUCT APPROVAL SUBMITTED FOR |
| | THE MULLIONS WILL NOT WORK BETWEEN THE |
| | SLIDING GLASS DOOR AND FIXED GLASS ABOVE |
| | AT THE MASTER BEDROOM, BASED ON THE |
| | TABLES IN THE PRODUCT APPROVAL, THE |
| | OPENING SIZE, MULLION SPAN AND REQUIRED |
| | PRESSURES. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
