| Date |
Text |
| 2002-09-30 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02090128 |
| | ADD: 1386 N MANGONIA DR |
| | CONT: O/B CRAWFORD, CURTIS |
| | TEL: (561)833-9457 |
| | 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 TO BE SEALED BY THE SOILS |
| | ENGINEER. SOILS REPORT TO ALSO GIVE THE |
| | FOLLOWING INFORMATION: |
| | A) A 15 FT STANDAARD PENETRATION TEST- |
| | TO DETERMINE BASIC SOIL BEARING |
| | CAPACITY, |
| | B) SOILS PROFILE OF SUPPLEMENTAL 10 FT |
| | AUGERS |
| | C) THE MINIMUM SAFE BEARING VALUE OF |
| | THE SOIL |
| | D) IF DELETERIOUS MATERIAL(MUCK, SILT) |
| | MUST BE REMOVED THE REPORT SHALL CON |
| | TAIN DETAILED SPECIFICATIONS FOR |
| | REMOVAL |
| | E) IF PILING IS RECOMMENDED IT SHALL BE |
| | SO STATED AND ACCOMPANIED BY THE |
| | APPROPRIATE PILING SPECIFICATIONS |
| | F) SHOULD ADDITIONAL FILL BE REQUIRED |
| | WITHIN THE BOUNDARY OF THE STRUCTURE |
| | SPECIFICATIONS SHALL INCLUDE THE |
| | PROPER PLACEMENT AND COMPACTION. |
| | |
| | 2)PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| | AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| | EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| | TION. |
| | |
| | 3) 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. |
| | 1606.1.4(1) IN WIND BORNE DEBRIS |
| | REGIONS, EXTERIOR GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IN BUILDINGS SHALL BE |
| | ASSUMED TO BE OPENINGS UNLESS SUCH |
| | GLAZING IS IMPACT RESISTANT OR PROTECTED |
| | WITH AN IMPACT RESISTANT COVERING MEET- |
| | ING THE REQUIREMENTS OF SSTD 12, ASTM |
| | E 1886 AND ASTM E 1996 OR MIAMI-DADE. |
| | |
| | 1) GLAZED OPENINGS LOCATED WITHIN 30 FT |
| | OF GRADE SHALL MEET THE REQUIREMENTS OF |
| | LARGE MISSLE TEST. MISSING REPORTS: |
| | A) WINDOWS |
| | B)EXTERIOR DOORS |
| | C) ROOFING ASSEMBLIES |
| | |
| | 4)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. |
| | |
| | 5) FL BLD CODE 2309.6 ATTIC ACCESS, PRO- |
| | VIDE ATTIC ACCESS 20"X36". |
| | |
| | 6)1804.1.3 THE BOTTOM OF THE FOUNDA- |
| | TION SHALL EXTEND NO LESS THAN 12" |
| | BELOW FINISH GRADE.SHEET 4 OF 5 INDI- |
| | CATES ONLY 8" BELOW GRADE. |
| | |
| | 7)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | GABLE END WALLS, MISSING DETAIL FOR |
| | POSITIVE/ NEGATIVE PRESSURES, STRAPPING, |
| | VERTICAL REINFORCEMENT, GABLE END WITH |
| | 2'-0" OVERHANG (DROPPED TRUSS), END ZONE |
| | 3 REQUIREMENTS! |
| | |
| | 8) CONSTRUCTION VALUES LOW, CALCULATED |
| | VALUE IS $79,073.00, ADDITIONAL PERMIT |
| | VALUE IS $708.20. |
| | |
| | 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 |
