| Date |
Text |
| 2002-08-24 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02061416 |
| | ADD: 3826 PASEO NAVARRA |
| | CONT: O/B RICKETTS, ALLESTA |
| | TEL: (561)659-3047 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | PLANS ARE UNCLEAR AS TO WHAT IS AN ADDI- |
| | TION, WHAT IS ROOFED OVER (CARPORTS) |
| | WITH WALLS BEING ADDED, AND WHAT IS AN |
| | INTERIOR REMODAL? |
| | |
| | 3) THE ADDITION SHALL MEET ALL THE RE- |
| | QUIREMENTS OF THE 2001 FL. BLDG. CODE. |
| | |
| | 4) THE ENCLOSING OF CARPORTS SHALL MEET |
| | THE REQUIREMENTS OF THIS CODE AND CHAP- |
| | TER 34, FOR EXISTING BUILDINGS. |
| | |
| | 5)FIGURE 1606 WIND-BORNE DEBRIS |
| | REGION; INDICATES THAT W.P.B. CITY OF IS |
| | LOCATED IN THE 140 MPH ZONE. PLANS ARE |
| | TO INDICATE THIS. 2ND REQUEST!!!!!!! |
| | |
| | 6)FL. BLD CODE 1606.1.7 THE FOLLOWING |
| | INFORMATION RELATED TO WIND SHALL BE |
| | SHOWN ON THE CONSTRUCTION DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | THIS INFORMATION IS REQUIRED TO BE ON |
| | THE PLAN, 2ND REQUEST!!!!!!! |
| | |
| | 7)PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| | AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| | EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| | TION.2ND REQUEST!!!!!!! |
| | |
| | 8) 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.ONLY 1 COPY SUBMIT- |
| | TED. |
| | |
| | 9)1606.4.4 ANCHOR METHODS. PROVIDE |
| | INFORMATION FOR INSTALLATION OF DOOR |
| | AND WINDOW BUCKS. ON THE PLAN INDICATE |
| | IF O/B IS GOING TO USE THE PRODUCT |
| | TESTING REPORT RECOMENDATION FOR FASTEN- |
| | ING OF BUCKS? OR OTHER MEANS OF ATTACH- |
| | MENT OR SPACING? |
| | |
| | 10)FL BLD CODE 2001 SECTION 103.6, |
| | 1606.1.4, 1707.4 & 3401.7.2.4. |
| | PROCEDURES: 1(B) A COMPLETE INSTALLATION |
| | SCHEDULE SUMMARIZING & IDENTIFYING |
| | OPENING SIZES, STORY HEIGHTS, UNIT MARK |
| | NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM |
| | BAR REINFORCING REQUIREMENTS, WALL PRES- |
| | SURE ZONES, SLAT TYPES, ETC., SHALL BE |
| | SUBMITTED AT TIME OF PERMIT APPLICATION |
| | TO FACILITATE PLAN REVIEW AND PERMIT |
| | ISSUANCE. HIGHLIGHT THE DETAILS YOU WILL |
| | USE FROM THE PRODUCT TESTING REPORT AND |
| | MAKE A SHEDULE FOR FASTENING SHUTTERS |
| | AS REQUIRED ABOVE. 2ND REQUEST!!!! |
| | |
| | 11) THE 1ST REVIEW, ITEM# 13 INDICATED |
| | THE REQUIREMENT FOR SUB-SHEETHING TO BE |
| | 6" ABOVE THE ABOVE GRADE, ON THE EXEST- |
| | ING CARPORTS HOW WILL THIS BE ACCOMPLISH |
| | ED, A NOTE ABOUT 22X16 FOOTERS IS A FOOT |
| | ER 22" WIDE AND 16" TALL? |
| | |
| | 12) ALSO ON EXISTING CARPORTS, WHERE THE |
| | FOUNDATION DOESN'T MEET THE REQUIREMENT |
| | OF 12" BELOW GRADE, HOW WILL COMPLIANCE |
| | BE ACCOMPLISHED? |
| | |
| | 13) THE FOUNDATION WALL DETAIL IS ONLY |
| | A PICTORIAL, NO INFORMATION AS TO |
| | CONTINIOUS LOAD PATH, MAKE & MANUFAC- |
| | TURER OF THE STRAPS TOP AND BOTTOM OF |
| | WALL, NOR SPACING OF ANCHOR BOLTS, SIZE |
| | DIA. OR LENGHT? NO INFORMATION ON STRAP- |
| | ING OF THE CEILING JOIST TO WALL, NOR |
| | THE LOADS TO BE ENCOUNTERED? UPLIFT, |
| | OR GRAVITY LOADS, LIVE LOADS OR ROOF |
| | DEAD LOADS.NO DIMENSION ON THE ROOF |
| | FRAMING MEMBER, SPACING OR SPAN? |
| | |
| | 14) THERE APPEARS TO BE A OPENING BE- |
| | TEEEN THE KITHEN AND DINING ROOM, HOW |
| | ARE THE ROOF LOADS BEING HELD UP? |
| | |
| | 15) IT APPEARS THAT A 2" PLUMB VENT IS |
| | CUTTING THROUGH THE TOP PLATES, HOW WILL |
| | THE TOP PLATE BE CONSIDERED CONTINIOUS? |
| | |
| | 16)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 |
