| Date |
Text |
| 2002-07-01 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02051878 |
| | ADD: 6215 S FLAGLER DR |
| | CONT: JOHN MITCHELL, INC |
| | TEL: 655-6000 |
| | |
| | ***PROJECT*** 01071037*** |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) PLANS, SPECIFICATIONS,REPORTS OR |
| | OTHER DOCUMENTS PREPARED BY THE DESIGN |
| | PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND |
| | SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| | TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEERS |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | SOILS REPORT REQUIRES ENGINEER TO SIGN |
| | AND SEAL REPORT. |
| | |
| | 2)1805.1 PILES. INVESTIGATION. |
| | THE INVESTIGATION AND REPORT SHALL IN- |
| | CLUDE BUT NOT LIMITED TO THE FOLLOWING: |
| | A- RECOMEMENDED PILE TYPE & INSTALLED |
| | CAPABILITIES. |
| | B- DRIVING CRITERIA |
| | C- INSTALLATION & FIELD INSPEC. PROCED |
| | D- PILE LOAD TEST |
| | E- DURABILITY OF PILE |
| | F- DESIGNATION OF BEARING STRAUM OR |
| | STRATA. |
| | |
| | 3) THERE IS NO INFORMATION ON THE PILE |
| | OTHER THAN AUGER PILE. ADDITIONAL INFOR- |
| | MATION SHALL BE REQUIRED,SPACING, PILE |
| | CAPS,INSPECTIONS,IDENTIFCATION, PILE |
| | LOCATION PLAN. SEE 1805. 1-14, 1809 FOR |
| | CAST-IN-PLACE CONCRETE PILES. |
| | |
| | 4)PROVIDE 2 CURRENT COPIES OF SIGNED & |
| | SEALED SURVEYS WITH PROPOSED IMPROVEMENT |
| | TO BE COMPLETED. |
| | |
| | 5) PROVIDE FLOOD ZONE ELEVATION |
| | CERTIFICATE FOR NEW CONSTRUTION WITH |
| | BASE FLOOD ELEVATION, CITY CODE REQUIRES |
| | AN ADDITIONAL 6". THE MINIMUM ELEVATION |
| | FOR FINISH FLOOR 7'-6", THE POOL EQUIP- |
| | MENT AND A/C EQUIP. PADS MUST MEET THIS |
| | EQUIPMENT. |
| | |
| | 6) IS THE FOOTER TO BE CONSIDERED AS |
| | GRADE BEAMS? INDICATE LOADS TO BE |
| | IMPOSED ON PILES OR PILE CAPS. ALSO ARE |
| | THE FLOORS TO BE CONSIDERED STRUCTURAL |
| | FLOORS? |
| | |
| | 7)FL BLDG 1909.3 CONCRETE SLABS ON |
| | GRADE SHALL BE PROVIDED WITH JOINTS IN |
| | ACCORDANCE WITH ACI 224.3R OR OTHER |
| | APPROVED METHODS. JOINTS SHALL BE DESIGN |
| | ED BY AN ARCHETECT OR ENGINEER. |
| | |
| | 8) TRUSS STORAGE ABOVE GARAGE TO BE |
| | DESIGNED FOR LIGHT STORAGE 125 LBS / SQ |
| | FT LIVE LOAD. 1604.1 (TABLE). |
| | |
| | 9) TRUSS ENGINEERING TO BE SIGNED & |
| | SEALED BY THE TRUSS ENGINEER, TO BE |
| | REVIEWED BY THE DESIGN PROFESSIONAL/ |
| | WITH APPROVAL. DUE @ TIME OF FIELD |
| | INSPECTION. |
| | |
| | 10) PROVIDE THE MANUFACTURERS SPEC ON |
| | THE ELEVATOR. 3003. |
| | |
| | 11) 2806 MANUFACTURED FIREPLACES, |
| | FALSE FIREPLACES 2807 PROVIDE MANUFACTUR |
| | ERS SPECIFICATIONS, FRESH AIR INTAKE |
| | REQUIREMENTS |
| | |
| | 12)FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORT, SBCCI OR DADE COUNTY |
| | REPORT ARE ACCEPTED. |
| | A- FRONT DOOR MISSING REPORT,DOOR 102 |
| | B- WINDOW N NOT TO BE USED, PAGE 6 IN- |
| | DICATES LEAD GLASS WINDOW |
| | |
| | 13)SITE SPECIFIC ENGINEERING (PRODUCT |
| | APPROVAL) REQUIRES THE WET SIGNATURE, |
| | DATE AND EMBOSSED SEAL OF THE ENGINEER |
| | CERTIFYING THE PRODUCT AND SIGNATURE |
| | AND SEAL OF THE DESIGN PROFESSIONAL |
| | OF RECORD. THIS MAY BE A INSTRUMENT TO |
| | USE FOR THE FRONT DOOR & WINDOW. |
| | |
| | 14) 1707.4.4.1 ANCHOR REQUIREMENTS: |
| | WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR |
| | ED IN ACCORDANCE WITH THE PUBLISHED |
| | MANUFACTURER'S RECOMMENDATIONS TO |
| | ACHIEVE THEDESIGN PRESSURE SPECIFIED. |
| | SUBSTITUTE ANCHORING SYSTEM USED FOR |
| | THE SUBSTRATE NOT SPECIFIED BY THE |
| | FENESTRATION MANUFACTURER SHALL PROVIDE |
| | EQUAL OR GREATER ANCHORING AS DEMONSTRA- |
| | TED BY ACCEPTED ENGINEERING PRACTICES. |
| | |
| | 15) 1707.4.5.1 MULLIONS OCCURRING |
| | BETWEEN INDIVIDUAL WINDOW AND GLASS |
| | DOOR ASSEMBLIES. TESTING REPORTS ARE |
| | REQUIRED BY AN APPROVED TESTING |
| | LABORATORY OR BE ENGINEERED. INDICATE |
| | WHICH MULLIONS ARE TO BE USED IN EACH |
| | CASE, SEE MULLION LOAD CHART OF PRODUCT |
| | APPROVAL. |
| | |
| | 16) EGRESS DOORS, MINIMUM CLEAR OPENING |
| | 32" TABLE 1004, R-3, 1012.1.1. |
| | |
| | 17)BEFORE A PERMIT TO CONSTRUCT, MAY |
| | BE ISSUED, IMPACT FEES MUST BE PAID TO |
| | PALM BEACH COUNTY. THE ACTUAL PERMIT |
| | SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT |
| | ATTACHED TO THE PERMIT APPLICATION. |
| | PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. A TRANSMITTAL LETTER LISTING THE |
| | ORIGINAL REVIEW COMMENT NUMBER, WITH A |
| | DESCRIPTION OF THE REVISION MADE, IDEN- |
| | TIFYING THE SHEET OR SPECIFICATION PAGE |
| | WHERE THE CHANGES CAN BE FOUND, WILL |
| | HELP TO EXPEDITE YOUR PERMIT. THANK YOU |
| | FOR YOUR ANTICIPATED COOPERATION. |
| | JIM WITMER |
| | PLAN REVIEW |
| | TEL: (561)659-8096 EX.8412 |
| | FAX: (561)659-8026 |
