| Date |
Text |
| 2003-04-02 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 02100754 |
| | ADD: 431 EL VEDADO ST |
| | CONT: O/B JERRELL, JAMES |
| | TEL: (561)659-1403 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | ACTION: DENIED |
| | |
| | 1) DISCUSSED PLANS WITH ENGINEER RIZA |
| | ALTAN ABOUT CODE ISSUES: |
| | A) ANCHOR BOLTS: DIA, LENGTH AND SPAC- |
| | ING REQUIREMENTS. SSTD10-99 (UNDER SBC |
| | 1999 PRESCRIPTIVE METHOD) FOR EXTERIOR |
| | SHEER WALL WAS 19", 4'-0" C/C EXCESIVE. |
| | B) TOP/ BOTTOM PLATE TO STUD CONNECTION |
| | PLANS INDICATE THE USEAGE OF USP (TPP6) |
| | THE CATOLOG (2003 EDITION) INDICATES |
| | THIS CONNECTION TOBE A TRUSS MENDING |
| | PLATE W/ NO UPLIFT VALUES. |
| | |
| | 2) FL BLDG CODE 1606.1.7 THE FOLLOWING |
| | INFORMATION RELATED TO WIND SHALL BE |
| | SHOWN ON THE CONSTRUCTION DOCUMENTS: |
| | MISSING (4) INTERNAL PRESSURE COEFFIC- |
| | INET: +-.18 |
| | |
| | 3)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. |
| | |
| | 4) 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. MISSING REPORTS: |
| | A)EXTERIOR SWING DOORS |
| | B) WINDOWS |
| | C) STORM SHUTTERS |
| | D) ROOFING ASSEMBLIES (SHINGLES) |
| | |
| | 5) PROVIDE STORM PANEL INFORMATION WITH |
| | INSTALLATION SCHEDULE AND KEY PLAN WITH |
| | SPECIFIC ANCHORS AND MOUNTING TO BE USED |
| | FOR ALL NON-IMPACT GLAZING. |
| | FBC 1606.1.4. |
| | |
| | 6) 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. SAMPLE ATTACHED. |
| | |
| | 7)1606.4.4 ANCHOR METHODS. PROVIDE |
| | INFORMATION FOR INSTALLATION OF DOOR |
| | AND WINDOW BUCKS. |
| | |
| | 8)ROOFING UNDERLAYMENT 1507.3.8.1-2 |
| | FOR ASPHALT OR FIBERGLASS SHINGLES: |
| | THE UNDERLAYMENT SHALL BE A MINIMUM OF |
| | TWO LAYERS APPLIED AS FOLLOWS: |
| | 1) STARTING AT EAVE, A 19" STRIP OF |
| | UNDRELAYMENT SHALL BE APPLIED PARALLEL |
| | WITH THE EAVE & FASTENED SUFFICIENTLY |
| | TO STAY IN PLACE. |
| | 2) STARTING AT THE EAVE,36" WIDE STRIP |
| | OF UNDERLAYMENT FELT SHALL BE APPLIED |
| | OVER-LAPPING SUCCESSIVE SHEETS 19" AND |
| | FASTENED SUFFICIENTLY TO STAY IN PLACE. |
| | |
| | 10)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 |
