| Date |
Text |
| 2007-01-12 16:56:31 | DENIED BY BUILDING |
| | |
| | 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)SUBMIT ENERGY CALCULATIONS AS REQUIRED BY FBC |
| | 13-6. |
| | |
| | 3) SUBMIT SIGNED AND SEALED TRUSS DRAWINGS AND LAYOUTS |
| | THAT HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE |
| | ENGINEER OF RECORD. FBC* 106.1.2. |
| | |
| | 4) SUBMIT MANUFACTURER'S SPECIFICATIONS AND LISTING |
| | INFORMATION FOR THE BBQ ON THE COVERED PORCH. PROVIDE |
| | INFORMATION INDICATING THAT BBQ CAN BE INSTALLED UNDER |
| | ROOF. IF HOOD IS REQUIRED SUPPLY SPECS. AND LISTING FOR |
| | HOOD. |
| | |
| | 5)BEDROOM WINDOWS ARE REQUIRED TO COMPLY WITH FBC |
| | R310 FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. PROVIDE |
| | CLEAR OPENING SIZES. |
| | |
| | 6)FBC R403.1.4 REQUIRES ALL EXTERIOR FOOTINGS TO BE A |
| | MINIMUM OF 12" BELOW GRADE. |
| | |
| | 7)WALL SECTION 2 ON A-3 SHOWS THE SLAB AT THE COVERED |
| | PORCH DOWELED INTO THE EXISTING FOUNDATION.THIS |
| | DETAIL WAS NOT FOUND IN THE STRUCTURAL DRAWINGS. PLEASE |
| | CLARIFY AND SPECIFY THE SPACING, BAR SIZE, EMBED DEPTH, |
| | ETC. |
| | |
| | 8) PROVIDE THE FASTENING REQUIREMENTS FOR THE 1X BUCKS |
| | TO THE SUBSTRATE. SPECIFY THAT THE WINDOWS AND DOORS |
| | ARE REQUIRED TO BE FASTENED THROUGH THE 1X BUCKS AND |
| | INTO THE STRUCTURAL SUBSTRATE PER PRODUCT APPROVAL. SEE |
| | FBCR613.1.1 |
| | |
| | 9) PLEASE CLARIFY THE EXISTING WALL ON D-1 WHERE THE |
| | BBQ IS LOCATED ON THE PROPOSED COVERED PORCH. A NEW |
| | STEM WALL FOOTING (F-1)IS SPECIFIED AT THIS LOCATION |
| | ON SHEET S-3. |
| | |
| | 10) ON SHEET S-4, NOTE 7INCORRECTLY SPECIFIES A WOOD |
| | BEAM. THIS IS A CONCRETE BEAM (CB-1). |
| | |
| | 11)ON SHEET S-4A SIMPSON MTSM 20 IS SPECIFIED AT |
| | THE EXISTING WOOD BEAM. SEE SECTION 7 ON S-6. THIS IS A |
| | MASONRY CONNECTOR THAT IS ATTACHED TO MASONRY WITH |
| | TITAN CONCRETE SCREWS. PLEASE CORRECT. |
| | |
| | 12)SECTION 3 ON S-6 SHOWS AN EMBED TYPE TRUSS ANCHOR |
| | AT THE NEW CONCRETE BEAM AT THE COVERED PORCH. SECTION |
| | 1 ON S-6 ALSO SHOWS AN EMBEDDED CONNECTOR. THE |
| | CONNECTOR SCHEDULE ONS-4 SPECIFIES AN MTSM 20 WHICH |
| | IS TYPICALLY USED ON EXISTING BEAMS OR WHEN CONNECTOR |
| | WAS MISSED, AS IT IS SECURED TO THE BEAM WITH CONCRETE |
| | SCREWS. PLEASE REVIEW SCHEDULE. |
| | |
| | 13)THE UPLIFT VALUE IN THE SCHEDULE FOR THE SIMPSON |
| | LU 26 IS INCORRECTLY LISTED AS 830#. THE CATALOG LISTS |
| | 565# FOR THE LU 26 AND 850# FOR THE LU28. PLEASE |
| | REVISE. |
| | |
| | 14)SUBMIT PRODUCT APPROVALS FOR THE WOOD FRONT DOOR. |
| | |
| | 15)WPB ADMIN CODE 106.3* PRODUCT |
| | APPROVALS. THOSE PRODUCT WHICH ARE |
| | REGULATED BY DCA RULE 9B-72 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD PRIOR TO SUBMITTAL |
| | FOR JURISDICTIONAL APPROVAL. |
| | |
| | 16) THE MAXIMUM WIDTH OF THE PGT FIXED WINDOWS IN THE |
| | PRODUCT APPROVAL SUBMITTED IS 60 ".WINDOW 2 AT THE |
| | LIVING ROOM IS 76 +/-. |
| | |
| | 17)PLEASE INDICATE THE WINDOW SIZES, GLASS TYPE, AND |
| | PRESSURES FOR THE WINDOWS BEING INSTALLED BY CIRCLING |
| | THE APPROPRIATE ITEMS IN THE TABLES LOCATED IN THE |
| | PRODUCT APPROVALS. |
| | |
| | 18)IN ORDER TO EXPEDITE PLAN REVIEW, PLEASE RETURN |
| | ONE SET OF OLD PLANS AND A RESPONSE LETTER ADDRESSING |
| | THE REVIEW COMMENTS WHEN RESUBMITTING PLANS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
