| Date |
Text |
| 2007-06-27 18:58:25 | BUILDING REVIEW CHECKLIST: |
| | 1-SHEET A1: |
| | A) UPDATE WIND INFORMATION. CURRENT CODE IS 2004 |
| | FLORIDA RESIDENTIAL CODE, 2004 FBCWITH CORRESPONDING |
| | 2006 REVISIONS AND ASCE 7-02.. REVISE ALL NOTES AS |
| | REQUIRED. |
| | |
| | B) WHY PROVIDING BALCONY NOTES IF THERE IS NOT |
| | BALCONY IN THIS PROJECT. |
| | |
| | C) SPECIFY ALL LIVE AND DEAD LOADS, INCLUDING THE |
| | ATTIC LIVE LOADS. SEE SEC. R301 AND TABLE R301.5 OF |
| | 2004 FLORIDA RESIDENTIAL CODE FOR ALL LOADS TO BE |
| | CONSIDERED IN THE DESIGN OF THE STRUCTURE. |
| | |
| | D) SPECIFY CONSTRUCTION TYPE AS REQUIRED BY SEC. |
| | 602.1 FBC 2004. |
| | |
| | E) REVISE TABLES REFERENCED IN THE WIND INFORMATION |
| | SECTION. SEE REVISED FBC 2004 TABLES AND REVISE ALL |
| | INFORMATION AS REQUIRED. |
| | |
| | 2- SHEET A2: |
| | A) SPECIFY ATTIC ACCESS SIZE.SEC. R807 OF 2004 |
| | FLORIDA RESIDENTIAL CODE. HANDWRITTEN INFORMATION IS |
| | NOT ALLOWED. |
| | |
| | B) INFORMATION ON CONCRETE BEAM SCHEDULE DOESN'T |
| | MATCH INFORMATION SHOWN ON TYPICAL WALL SECTION AND |
| | WALL SECTION A/A-2. |
| | *** ALSO, REVISE NUMBERING FOR WALL SECTIONS. BOTH |
| | CAN'T BE A/A-2. |
| | |
| | C) REVISE PLYWOOD SHEATHING FASTENER SCHEDULE. SEE |
| | SEC. R803.2.3.1 OF 2004 FLORIDA RESIDENTIAL CODE FOR |
| | MIN. NAIL TYPE AND SPACING TO BE USED. ALSO, SEE MIN. |
| | FASTENER SPACING FOR ROOF ZONE 3 AND REVISE AS |
| | REQUIRED. |
| | *** NOTE: INFORMATION ON ROOF SHEATHING FASTENER |
| | SCHEDULE TO MATCH INFORMATION ON WALL SECTIONS. |
| | |
| | D) UPDATE ANCHOR SCHEDULE. SEE CURRENT CATALOG AND |
| | REVISE AS REQUIRED. OTHERWISE, PROVIDE COMPLETE |
| | ENGINEERING ANALYSIS FOR FASTENER TYPE AND NUMBER THAT |
| | DIFFERS FROM THAT TESTED AND PUBLISHED BY THE |
| | MANUFACTURER. SEC. 106.1.2 CITY AMENDMENTS TO FBC |
| | 2004. |
| | |
| | E) SPECIFY SIZE OF CONTINUOUS ATTIC VENT. SEC. R806 |
| | OF 2004 FLORIDA RESIDENTIAL CODE. |
| | |
| | F) FOOTING FOR EXISTING PRIVACY WALL CAN'T BE AS |
| | SHOWN ON PLANS BECAUSE WALL IS LOCATED ON ZERO LOT LINE |
| | AND IT CAN'TENCROACH ON NEIGHBOR'S PROPERTY. VERIFY |
| | IN FIELD TYPE OF EXISTING FOOTING AND DIMENSIONS. |
| | ENGINEER NEEDS THIS INFORMATION TO SHOW THAT PROPOSED |
| | LOAD WILL BE RESISTED BY EXISTING FOOTING.SEC. |
| | 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | |
| | G) PROVIDE COMPLETE SPECS FOR ATTACHMENT OF VERTICAL |
| | REINFORCEMENT TO EXISTING PRIVACY WALL.INFORMATION |
| | GIVEN DOESN'T PROVIDE ANY INFORMATION OTHER THAN DOWEL |
| | TO EXISTING BEAM. SEC. 106.1.2 CITY AMENDMENTS TO FBC |
| | 2004. |
| | |
| | H) WALL SECTION AT PRIVACY WALL TO SHOW PROPOSED TE1 |
| | FOOTING AS SHOWN ON FOUNDATION PLAN. SEC. 106.1.2 CITY |
| | AMENDMENTS TO FBC 2004. |
| | |
| | I) INFORMATION GIVEN ON RAKED GABLE END DETAIL |
| | DOESN'T MATCH INFORMATION GIVEN ON CONCRETE BEAM |
| | SCHEDULE. |
| | |
| | J) FOUNDATION PLAN AND COLUMN SCHEDULE TO BE |
| | COORDINATED. SPECIFY ON FOUNDATION PLAN COLUMN TYPE. |
| | SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | |
| | 3- AFTER PLANS ARE REVISED, BRING THEM TO PALM BEACH |
| | COUNTY(2300 N. JOG RD (5610233-5115)TO VERIFY IF |
| | IMPACT FEES ARE DUE.BRING BACK STAMPED PLANS AND COPY |
| | OF PAID RECEIPT IF FEES ARE DUE. |
| | |
| | 4- NEED RECORDED NOTICE OF COMMENCEMENT AS REQUIRED BY |
| | SEC. 713.13 FLORIDA STATUTE. |
| | |
| | 5- PROVIDE ENERGY CALCULATIONS AS REQUIRED BY SEC. |
| | 13-600 OF FBC 2004. |
| | ***NOTE; MAKE SURE 2006 REVISED FORM IS USED. |
| | |
| | 6- PROVIDE COMPLETE FRAMING DETAIL AT WINDOW ARCHED |
| | OPENING. SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | |
| | 7- OPENING DESIGN PRESSURES ARE TOO LOW BASED ON |
| | OPENING LOCATION/ SIZE AND REVISED TABLE 1609.6.2.1(2) |
| | OF FBC 2004. PROVIDE CALCULATIONS FOR THE DESIGN |
| | PRESSURES SHOWN ON DRAWINGS. SEC. 106.1.2 CITY |
| | AMENDMENTS TO FBC 2004. |
| | |
| | 8- SPECIFY ROOF TILE FASTENING AS REQUIRED BY SEC. |
| | 106.1.1.2 CITY AMENDMENTS TO FBC 2004.ENGINEER OF |
| | RECORD SPECIFIES FASTENING. PRODUCT APPROVAL IS JUST TO |
| | VERIFY THAT THE TILE WILL MEET THE DESIGNER CRITERIA. |
| | |
| | 9- PROVIDE PRODUCT APPROVAL AS REQUIRED BY DCA RULE |
| | 9B-72 FOR: |
| | A) FIXED WINDOW. NOA 02-0123.03 SUBMITTED IS FOR |
| | SMALL MISSILE IMPACT.NEED TO PROVIDE PRODUCT APPROVAL |
| | FOR LARGE MISSILE IMPACT FOR OPENINGS BELOW 30'-0". |
| | |
| | B) ROOF TILE. |
| | |
| | C) ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON |
| | PLANS. PROVIDE JUST THE FLORIDA PRODUCT APPROVAL COVER |
| | PAGE AND PAGE SHOWING THE CONNECTOR ONLY. |
| | |
| | 10- ENGINEER OF RECORD TO REVIEW IN WRITING (NOT |
| | SIGNING AND SEALING) ALL PRODUCT APPROVALS AS REQUIRED |
| | BY SEC. 106.3.3CITY AMENDMENTS TO FBC 2004. |
| | |
| | |
| | JULIO GOMEZ |
| | BUILDING PLANS EXAMINER |
| | (561)805-6712 |
