| Date |
Text |
| 2003-05-20 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03041478 |
| | ADD:6222 HAMMOCK PARK RD |
| | CONT: DOUBLE R BUILDERS |
| | TEL: (954)796-0777 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | NOTE: CONTRACTOR IS CONTINEUING AT OWN |
| | RISK!THE SOILS REPORT SUBMITTED TO |
| | THIS OFFICE NOT A SEALED COPY. THIS |
| | REPORT INDICATES THAT THIS IS A |
| | "PRELIMINARY GEOTECHNICAL EVALUATION, |
| | UNDER LIMITATIONS(5.0) IT IS IMPORTANT |
| | TO REALIZE THAT THE INFORMATION PROVIDED |
| | IN THIS REPORT IS NOT SUFFICIENT FORA |
| | FINAL DESIGN OF THE FOUNDATION SYSTEM". |
| | RENAISSANCE SECTION # 7. |
| | |
| | 2) SHEET A-1: |
| | A) DETAILA: PRIVACY WALL IS INDICATED |
| | ON ZERO-LOT LINE SIDE, FOOTER OVER PROP- |
| | ERTY LINE. |
| | B) DETAIL # 38 INDICATES THE FOUNDA- |
| | TION IS ONLY 8" BELOW GRADE. |
| | 1804.1.3 THE BOTTOM OF THE FOUNDA- |
| | TION SHALL EXTEND NO LESS THAN 12" |
| | BELOW FINISH GRADE. |
| | |
| | 3) SHEET A-3 EGRESS WINDOWS IN THE BED- |
| | ROOM # 3 & BEDROOM # 5, DO NOT MEET THE |
| | HEIGHT REQUIREMENT. |
| | 2001 FL BLD CODE, 1005.4: |
| | PROVIDE EMERGENCY EGRESS WINDOWS IN |
| | SLEEPING ROOMS WITH A MINIMUM NET CLEAR |
| | OPENING HEIGTH OF 24" AND NET CLEAR |
| | OPENING WIDTH OF 20" AND A NET CLEAR |
| | OPENING AREA OF 5.7 SQ.FT. GROUND FLOOR |
| | OPENINGS ARE PERMITTED TO HAVE A NET |
| | CLEAR OPENING OF 5.0 SQ. FT. SILL HEIGTH |
| | SHALL NOT BE MORE THAN 44 " ABOVE THE |
| | FINISH FLOOR. |
| | LAWSON SH 34+4 = THE CLEAR HEIGHT IN A |
| | 34 IS 20.09" ADD 1/2 0F 4"=22.09 NOT THE |
| | REQUIRED 24" MINIMUM. |
| | |
| | 4) SHEET A-4 GUARDRAILS, REAR ELEVATION, |
| | MAXIMUM BETWEEN THE DECK AND BOTTOM RAIL |
| | IS 2". |
| | 1015.2 HEIGHT. GUARDRAILS SHALL |
| | FORM A VERTICAL PROTECTIVE BARRIER NOT |
| | LESS THAN 42" HIGH. |
| | 1015.3 OPENINGS. OPEN GUARDRAILS |
| | SHALL HAVE INTERMEDIATE RAILS OR ORNA- |
| | MENTAL PATTERNS SUCH AS A 4" DIAMETER |
| | SPHERE CAN NOT PASS THROUGH. A BOTTOM |
| | RAIL OR CURB SHALL BE PROVIDED THAT WILL |
| | REJECT THE PASSAGE OF 2" DIAMETER |
| | SPHERE. |
| | |
| | 5) SHEET A-5 JAMB/ HEAD WINDOW BUCKS |
| | 1707.4.4.2 TAPERED BUCKS: |
| | SHALL EXTEND BEYOND THE INTERIOR FACE |
| | OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS SUPPORTED. |
| | |
| | 6)1609.4.3 LOAD REDUCTION. |
| | WHEN STRUCTURAL EFFECTS DUE TO TWO OR |
| | MORE LOADS IN COMBINATION WITH DEAD LOAD |
| | ARE INVESTIGATED IN LOAD COMBINATIONS OF |
| | 1609.4.1 OR 1609.4.2, THE COMBINED |
| | EFFECTS DUE TO THE TWO OR LOADS MULTI- |
| | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD |
| | LOADS SHALL NOT BE LESS THAN THE EFFECTS |
| | FROM THE LOAD COMBINATION OF THE DEAD |
| | LOAD PLUS THE LOAD PRODUCING THE LARGEST |
| | EFFECTS. INCREAS IN ALLOWABLE STRESS SPE |
| | CIFIED IN THE MATERIALS SECTIONS OF THIS |
| | CODE OR A REFRENCED STANDARD SHALL NOT |
| | BE USED WITH THESE LOAD COMBINATIONS |
| | EXCEPT THAT A DURATION OF LOAD INCREASE |
| | SHALL BE PERMITTED IN ACCORDANCE WITH |
| | CHAPTER 23. |
| | *****USP 2003 CATALOG****** |
| | SHEET A-8 USP RT18 & RT22 HIGH VALUES |
| | SHEET A-9 TA-12R 895 |
| | TA-14R 1205 |
| | TA-16R 1205 |
| | |
| | RE-EVALUATE DETAILS (STRAPS) WITH NO |
| | LOADS INDICATED. |
| | SHEET A-8& A-9 RE-EVALUATE TRUSS PLAN |
| | LAYOUT MARKINGS WITH THE NEW LOWER |
| | VALUES REQUIRED BY THE 2001 FL CODE. |
| | |
| | 7) MISSING THE INTERNAL PRESSURE COEFFIC |
| | IENT FOR ENCLOSED BUILDINGS. -.18 |
| | C-1 WIND DESIGN UNDER LOAD SCHEDULE. |
| | |
| | MISSING OPENING PRESSURES, POSITIVE/ |
| | NGATIVE. |
| | 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. |
| | |
| | 8)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. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| | THE PLANS WHEN RESUBMITTING PLANS. A |
| | TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW NUMBER, WITH A DESCRIPTION OF THE |
| | REVISION MADE, IDENTIFYING 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 |
| | BUILDING PLAN REVIEW |
| | TEL: (561)659-8096 X 8412 |
| | FAX: (561)659-8026 |
