| Date |
Text |
| 2003-10-08 00:00:00 | BUIILDING DENIED |
| | |
| | 1) IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY, PLANS STAMPED BY THEM AND |
| | COPY OF RECEIPT SUBMITTED TO CITY OF |
| | WEST PALM BEACH BUILDING DEPARTMENT, |
| | BEFORE A BUILDING PERMIT CAN BE ISSUED. |
| | |
| | 2) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 3)PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR ALL EXTERIOR WINDOWS AND |
| | DOORS. |
| | |
| | 4) PROVIDE (2) PRODUCT APPROVALS, KEY |
| | PLANS AND INSTALLATION SCHEDULES |
| | INDICATING THE SPECIFIC TYPES OF ANCHORS |
| | TO BE USED FOR STORM PANELS. INDICATE |
| | THE MOUNTING TYPES AND ANCHOR SPACING. |
| | |
| | 5) SUBMIT TWO COPIES OF A SURVEY. |
| | |
| | 6) FBC* 1804.2.2AREA OF QUESTIONABLE |
| | SOIL.SUBMIT A GEOTECHNICAL REPORT |
| | TO VERIFY THE SAFE BEARING CAPACITY OF |
| | THE SOIL. |
| | |
| | 7) THE FLOOD ZONE INDICATED ON SHEET A1 |
| | AS 'A5' IS INCORRECT. THE PROPERTY IS IN |
| | A 'C' ZONE. PLEASE CORRECT. |
| | |
| | 8) THE AREA OF THE FRONT PORCH IS NOT |
| | INCLUDED IN THE AREA LISTED FOR THE |
| | COVERED PORCHES ON A1 AND A2. PLEASE |
| | CORRECT. |
| | |
| | 9)SPECIFY SAFETY GLAZING FOR THE WINDOWS |
| | THAT ARE WITHIN THREE FEET HORIZONTALLY |
| | OF A TUB OR SHOWER AND ADJACENT TO DOORS |
| | AS REQUIRED BY FBC 2405.2. |
| | |
| | 10)THE DIMENSIONS OF THE UPPER AND LOWER |
| | REAR PORCHES ARE NO INDICATED ON A2 AND |
| | A3 OF THE PLANS. |
| | |
| | 11) SUBMIT MANUFACTURER'S SPECIFICATIONS |
| | AND UL LISTING INFORMATION FOR THE PRE- |
| | FAB FIREPLACE AND FLUE PIPE. |
| | |
| | 12) PROVIDE STRAPPING AND CONNECTOR |
| | DETAILS FOR THE CHIMNEY. |
| | |
| | 13) INDICATE THE FIREBLOCKING AT THE |
| | CHIMNEY AT THE FLOOR AND CEILING AS |
| | REQUIRED BY FBC 2305. |
| | |
| | 14) 2305.2.2 FLOOR/CEILING ASSEMBLIES |
| | SINGLE FAMILY DWELLINGS. IN FLOOR/CEIL- |
| | ING ASSEMBLIES SEPARATING USEABLE SPACE |
| | INTO 2 OR MORE APPROXIMATE AREAS WITH NO |
| | AREA GREATER THAN 500 SQ FT. DRAFTSTOP- |
| | PING SHALL BE PROVIDED PARALLEL TO THE |
| | MAIN FRAMING MEMBERS. INDICATE THE |
| | LOCATIONS AND MATERIALS TO BE USED. |
| | |
| | 15) THE MASTER BATH WINDOW SHOWN ON THE |
| | ELEVATION ON A5 LARGER THAN INDICATED IN |
| | THE WINDOW SCHEDULE. |
| | |
| | 16) DETAIL 4 ON S2 SPECIFIES 5/8" CDX |
| | WALL SHEATHING AND THE DETAILS ON A4 |
| | SPECIFY 1/2" EXTERIOR "GRAND" PLYWOOD. |
| | PLEASE CORRECT. |
| | |
| | 17) REVISE DETAIL 2 ON A7. THE SPACE |
| | BELOW THE BOTTOM RAIL OF THE GUARDRAIL |
| | IS REQUIRED TO REJECT A 2" SPHERE PER |
| | FBC 1015.3. |
| | |
| | 18) SPECIFY THE CONNECTIONS FOR THE |
| | NEWEL POSTS AND RAILS AT THE INTERIOR |
| | STAIRS AND GUARDRAIL. |
| | |
| | 19) SPECIFY THE FASTENERS AND SPACING |
| | AT THE PLYWOOD PORCH CEILINGS. |
| | |
| | 20) PS-1 ON S1 SPECIFIES 3/4" ROOF |
| | SHEATHING AND 5/8" ROOF SHEATHING IS |
| | SPECIFIED ON THE OTHER SHEETS. PLEASE |
| | CLARIFY. |
| | |
| | 21) UPDATE RC-5 ON S1 TO ACI 318-02, |
| | WHICH IS THE CURRENT STANDARD REFERENCED |
| | BY THE 2001 FBC. |
| | |
| | 22)THE ACCESS OPENINGS TO THE FOUNDATION |
| | REQUIRED BY FBC 1804.6.3.2, APPEAR TO BE |
| | BLOCKED BY THE PORCHES AND ARE NOT |
| | ACCESSIBLE TO THE EXTERIOR. |
| | |
| | 23)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. PLEASE REVISE THE CONNECTOR |
| | SCHEDULE ON S4 TO VALUES THAT DO NOT |
| | INCLUDE THE STRESS INCREASE. SEE THE |
| | SIMPSON HIGH WIND RESISTANT CONSTRUCTION |
| | CATALOG. |
| | |
| | 24) DETAIL 2 ON S4 SPECIFIES SIMPSON |
| | LTS 16 CONNECTORS FOR EACH TRUSS AND THE |
| | FRAMING PLAN ON S3 HAS (A) WHICH IS A |
| | LTS 12. PLEASE CORRECT. |
| | |
| | 25) THE CONNECTOR SCHEDULE LISTS A |
| | SIMPSON MTT28B FOR (D) IS A TENSION TIE |
| | AND IS NOT APPROPRIATE FOR GIRDER TIE |
| | DOWN. SEE PAGE 9 OF THE SIMPSON HIGH |
| | WIND CATALOG. APPLICATION TYPICALLY |
| | REQUIRES BOLTING TO AN ADDITIONAL |
| | CONNECTOR ATTACHED TO A STUD BELOW THE |
| | TOP PLATE. SPECIFY BOTH CONNECTORS AND |
| | PROVIDE A DETAIL OF THE INSTALLATION. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
