| Date |
Text |
| 2008-03-17 14:13:05 | RESIDENTIAL ADDITION, BUILDING REVIEW CHECKLIST. REVIEW |
| | UNDER FBC 2004 WITH 2007 REVISIONS. |
| | |
| | 1- NEED RECORDED NOTICE OF COMMENCEMENT. |
| | NOTE: THIS MAY BE RECORDED AT TIME OF PERMIT PICK UP. |
| | |
| | 2- BRING PLANS TO PALM BEACH COUNTY (2300 N. JOG RD) TO |
| | VERIFY IF IMPACT FEES ARE DUE. BRING BACK STAMPED PLANS |
| | AND COPY OF PAID RECEIPT IF FEES ARE DUE. |
| | |
| | 3- PROPERTY IS LOCATED ON FLOOD ZONE A5 WITH A FLOOD |
| | ELEVATION OF 7.0'. ELEVATION CERTIFICATE (7.5' MIN. |
| | ELEVATION) WILL BE REQUIRED PRIOR TO C.O. TO SHOW |
| | ELEVATION OF ALL EQUIPMENT. |
| | |
| | 4- SPECIFY LOCATION AND SIZE OF ROOF CROSS VENTILATION |
| | AS REQUIRED BY SEC. R806 OF 2004 FLORIDA RESIDENTIAL |
| | CODE. |
| | |
| | 5- BRING ALL REVISED DRAWINGS FOR HITORIC APPROVAL |
| | PRIOR TO SUBMITTAL TO THIS OFFICE. |
| | |
| | 6- CLARIFY WHY LOADING A 2X6 WOOD FRAMED WALL ON AN |
| | EXISTING 2X4 WOOD FRAMED WALL. PROVIDE ENGINEERING |
| | CALCULATIONS SHOWING THAT EXISTING 2X4 WALL WILL |
| | ADEQUATELY SUPPORT 2X6 PROPOSED ADDITION.SEC. 106.1.2 |
| | CITY AMENDMENTS TO FBC 2004 TO VERIFY COMPLIANCE WITH |
| | SEC. R301.1 AND TABLE R301.5 OF 2004 FLORIDA |
| | RESIDENTIAL CODE. |
| | ALSO, CLARIFY HOW IS THE NEW FOUNDATION GOING TO BE |
| | INSTALLED IF EXISTING WALLS ARE GOING TO REMAIN? |
| | |
| | 7-PROVIDE STRUCTURAL DETAILSHOWING ATTACHMENT OF |
| | STRUCTURAL BUCK TO STEEL COLUMN AND STEEL HEADER FOR |
| | NEW GARAGE DOOR. SEC. 106.1.2 CITY AMENDMENTS TO FBC |
| | 2004 TO VERIFY COMPLIANCE WITH SEC. R301. |
| | |
| | 8-SHEET A-2: |
| | A) REVISE LOCATION OF EMERGENCYSCUPPER TO COMPLY |
| | WITH SEC. R903.4.1. |
| | |
| | B) PROVIDE COMPLETE INFORMATION FOR FABRIC AWNINGS |
| | TO SHOW COMPLIANCE WITH SEC. 3105 FBC 2004 OR APPLY FOR |
| | SEPARATE PERMIT. |
| | |
| | 9- SHEET A-4: |
| | A) REVISE SPECIFICATIONS FOR CEILING TYPE IN GARAGE |
| | AREA TO COMPLY WITH SEC. R309.2. |
| | |
| | B) REVISE SPECIFICATIONS FOR DOUBLE TOP PLATE ON |
| | EXISTING 2X4 WALL. IT SAYS 2X6 TOP PLATES. REVISE AS |
| | REQUIRED. |
| | |
| | 10- SHEET S-1 (SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004 |
| | TO VERIFY COMPLIANCE WITH SEC. R301): |
| | A) PROVIDE DETAILS SHOWINGHOWIS THE W8X21 BEAM |
| | ATTACHED TO THE OTHER W8X21 BEAM AND W8X21 BEAM TO THE |
| | W12X26 BEAM. |
| | |
| | B) TYPICAL EXTERIOR WALL SECTION 5/S-1 DOESN'T |
| | REFLECT ACTUAL CONDITIONS SHOWN ON THE FRAMING PLAN. |
| | W8X21 BEAM IS NOT RESTING ON THE STEEL COLUMN AS SHOWN |
| | ON THE DETAIL.ALSO, STEEL BEAMS ARE NOT SHOWN TO |
| | SCALE. SIZE OF BEAM SPECIFIED IS NOT THE SAME OF FLOOR |
| | TRUSSES. REVISE AS REQUIRED. |
| | |
| | C) PROVIDE DETAIL/SPECIFICATIONS SHOWING HOWIS THE |
| | 2X6 BOTTOM PLATE ATTACHED TO STEEL BEAM. |
| | |
| | D) SPECIFY HOW ARE FLOOR TRUSSES ATTACHED TO STEEL |
| | BEAMS.WHERE IS JUS-21 TRUSS HANGER BY SIMPSON TAKEN |
| | FROM?.NEED TO SPECIFY CONNECTOR PROPER FOR STEEL BEAM |
| | INSTALLATION. SEE SIMPSON CATALOG FOR PROPER CONNECTORS |
| | TO BE USED. |
| | |
| | E) TRELLIS COLUMNS ARE NOT SPECIFIED. WHAT'S WCI?. |
| | THERE IS NOT INFORMATION ON THE COLUMN SCHEDULE. |
| | |
| | F) INFORMATION FOR STEEL COLUMNS IS CONFUSING. |
| | INFORMATION SHOWN ON DETAIL 4/S-1 AND COLUMN SCHEDULE |
| | DOESN'T MATCH. REVISE AS REQUIRED AND PROVIDE CLEAR |
| | SPECS FOR TOPAND BOTTOM PLATES AND ANCHORS. REVISE |
| | WIDTH AND LENGTH INFORMATION SHOWN ON STEEL COLUMN |
| | SCHEDULE. IT CAN'T BE 4". |
| | |
| | G) NOA 01-0209.03 IS NOT LISTEDIN THE MIAMI |
| | WEBSITE. REVISE INFORMATION AS REQUIRED. |
| | |
| | 11- S-2(SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004 TO |
| | VERIFY COMPLIANCE WITH SEC. R301): |
| | A) TRUSS ANCHOR SCHEDULE IS NOT CLEAR. BOTH ANCHORS |
| | ARE MARKED AS "ANCHOR MARK I"AND THERE IS NOT |
| | REFERENCED ON THE FRAMING PLANS. REVISE AS REQUIRED TO |
| | CORRELATE TRUSS ANCHOR SCHEDULE WITH FRAMING PLANS. |
| | |
| | B) REVISE DISTANCE"A" SPECIFIED ON COMPONENTS & |
| | CLADDINGDETAIL D.SEE NOTE AT BOTTOM OFFIGURE |
| | R301.2(8) OF 2004 FLORIDA RESIDENTIAL CODE AND REVISE |
| | AS REQUIRED. |
| | |
| | C) REVISE DETAIL 2/S-2:STEEL BEAM NEEDS TO BE |
| | DRAWN TO SCALE.(1) THIS BEAM IS NOT 16" DEEP.(2) |
| | NEED TO DRAW TO SCALE TO SHOW PROPER ATTACHMENT OF |
| | FLOOR TRUSSES AND TERRACE TRUSSES TO THE BEAM. |
| | (3) SPECIFY CORRECT TRUSS HANGER FOR PROPOSED |
| | INSTALLATION TO STEEL BEAM.(4) SPECIFY ATTACHMENT OF |
| | 2X6 BOTTOM PLATE TO STEEL BEAM. |
| | |
| | D) BOTTOM PLATEANCHOR TYPE AND SPACING SPECIFIED |
| | ON DETAIL 6/S-2 DOESN'T MATCH INFORMATION SHOWN ON |
| | DETAILS 5/S-3, 6/S-3 AND 8/S-3. REVISE AS REQUIRED TO |
| | MATCH. |
| | |
| | E) PROVIDE COMPLETE DETAIL/ SPECIFICATIONS FOR |
| | ATTACHMENT OF 2X WOOD TO STEEL BEAM SHOWN ON DETAIL |
| | 4/S-2. |
| | |
| | F) ALL DETAILS NEED TO INDICATE HOW IS THE2X6 |
| | BOTTOM PLATEFASTENED TOFLOOR TRUSSES AND ROOF |
| | TRUSSES. SEC.R601.2. |
| | |
| | 12- SHEET S-3 (SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004 |
| | TO VERIFY COMPLIANCE WITH SEC. R301) |
| | A) REVISE DISTANCE "A"SHOWING ON DETAIL A. SEE |
| | NOTE ON FIGURE R301.2(8) OF 2004 FLORIDA RESIDENTIAL |
| | CODE AND REVISE AS REQUIRED. |
| | |
| | B) WINDOW AND DOOR WIND PRESSURES CHART. REVISE ITEM |
| | D).THIS IS EXPOSURE "C", NOT"B". |
| | ALSO, REVISE NOTE #1.SEE ITEM 12 A) ABOVE. |
| | |
| | 13- PROVIDE PRODUCT APPROVAL AS REQUIRED BY DCA RULE |
| | 9B-72 FOR: |
| | A) GARAGE DOORS. NEED PRODUCT APPROVAL FOR DOOR THAT |
| | MEETS THE DESIGN PRESSURES CALCULATED BY THE |
| | ARCHITECT. |
| | |
| | B) PRECAST LINTELS. |
| | |
| | C) GARAGE SWING DOOR. |
| | |
| | D) FLAT ROOF:1) CLEARLY IDENTIFY SPECIFIC APPROVED |
| | ASSEMBLY TO BE INSTALLED. 2) CLEARLY INDICATE SPECIFIC |
| | BASE SHEET FASTENING OPTION IF MORE THAN ONE FASTENING |
| | OPTION IS SHOWN ON SELECTED ASSEMBLY. 3) PROVIDE RAS |
| | 117 CALCULATIONS FOR NAIL ENHANCING AT PERIMETER AND |
| | CORNER AREAS AS REQUIRED BY GENERAL LIMITATION #7. |
| | NOTE: APPROVED ASSEMBLIES WITH GENERAL LIMITATION #9 |
| | ARE NOT GOOD IN THIS AREA BECAUSE NAIL ENHANCING IS NOT |
| | ALLOWED. |
| | |
| | 14- ARCHITECT OF RECORD TO REVIEW AND APPROVE IN |
| | WRITING ALL PRODUCT APPROVALS AS REQUIRED BY SEC. |
| | 106.3.3 CITY AMENDMENTS TO FBC 2004. |
| | |
| | 15- SOIL TEST REPORT : |
| | A) NEED REPORTWITH ORIGINAL SIGNATURE AND SEAL AS |
| | REQUIRED BY SEC. 61G15-23.002. |
| | |
| | B) NEED TO PROVIDE ENGINEERING FIRM CERTIFICATE OF |
| | AUTHORIZATION NUMBER AS REQUIRED BY SEC. |
| | 61G15-23.002(2). |
| | |
| | 16- ENERGY CALCULATIONS: |
| | A) NEED TO USE REVISED FORM 600A-2004 R. |
| | |
| | B) PROVIDE COMPLETE INFORMATION ON TOP OF FORM. |
| | |
| | C) INSULATION VALUES SHOWN FOR FLOOR, WALLS AND |
| | CEILING DON'T MATCH. PLANS. REVISE AS REQUIRED TO |
| | MATCH. |
| | |
| | D) CALCULATIONS ARE NOT DONE FOR WORST CASE |
| | SCENARIO. THEREFORE, BUILDING CORRECT ORIENTATION MUST |
| | MATCH ACTUAL BUILDING ORIENTATION. REVISE ORIENTATION |
| | INFORMATION ON SECOND PAGE AS REQUIRED. SEE SURVEYOR |
| | SITE PLAN FOR CORRECT BUILDING ORIENTATION. |
| | |
| | E) OVERHANG LENGTH AND OVERHANG HEIGHT ARE |
| | INCORRECT. REVISE INFORMATION ON SECOND PAGE AS |
| | REQUIRED TO MATCH PLANS AND ELEVATIONS. |
| | |
| | 17- ENERGY CALCULATIONS ARE TAKING THE CEILING FANS |
| | CREDIT. THEN NEED TO SPECIFY ON PLANS SIZE OF FAN AS |
| | REQUIRED BY TALE 13-607.1.A.1 OF FBC 2004. |
| | |
| | 18- OWES $3.84 FOR RADON FEES. |
| | |
| | ***NOTE: |
| | PLEASE RETURN REVIEWED SET OF DRAWINGS AFTER |
| | CORRECTIONS ARE DONE TO ORIGINAL DRAWINGS TO EXPEDITE |
| | THE REVIEW PROCESS. |
| | |
| | JULIO GOMEZ |
| | BUILDING PLANS EXAMINER |
| | (561)805-6712 |
| | |
