| Date |
Text |
| 2002-08-26 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02080875 |
| | ADD: 1553 6TH ST |
| | CONT: NEWBOLD CONSTRUCTION |
| | TEL: (561)845-2000 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1)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. |
| | |
| | 2)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. |
| | |
| | 3)1606.1.1 EXC (4) AF&PA WOOD FRAME |
| | CONSTRUCTION MANUAL FOR ONE & TWO |
| | FAMILY - 1995 SBC HIGH WIND EDITION |
| | 1996 SHALL BE PERMITTED FOR APPLICABLE |
| | WOOD FRAME BUILDINGS OF GROUP 3 OCCU- |
| | PANCY FOR A BABIC WIND SPEED OF 146 MPH |
| | OR LESS IN EXPOSURE B AND 124MPH OR LESS |
| | IN EXPOSURE C IN ACCORDANCE WITH FIGURE |
| | 1606 AND SECTION 1606.1.8. |
| | |
| | 4) TABLE 3.2A SILL OR BOTTOM PLATE |
| | CONNECTION ANCHOR BOLT CONNECTIONS RE- |
| | SISTING LATERAL LOADS, 1/2" ANCHOR BOLTS |
| | APACING 19". 3.2.1.7 EMBEDDMENT LENGHT |
| | OF ANCHOR BOLT 7" MINIMUM. |
| | |
| | 5)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. |
| | |
| | 6) 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) OVERHEAD GARAGE DOOR |
| | B) SWING DOOR |
| | C) SINLE HUNG WINDOW |
| | |
| | 7) 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. |
| | |
| | 8)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. |
| | |
| | 9)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. |
| | |
| | 10) 2304.5 CLEARENCE BETWEEN WOOD SIDING |
| | & EARTH ON THE EXTERIOR OF A BUILDING |
| | SHALL NOT BE LESS THAN 6" EXCEPT WHERE |
| | SIDING, SHEATHING AND FRAME WALL ARE OF |
| | APPROVED DURABLE WOOD OR APPROVED PRE- |
| | SERVATIVE TREATED WOOD. |
| | |
| | 11) INDICATE ON THE RIGHT SIDE ELEVATION |
| | VIEW THE ANCHORAGE REQUIRED FOR THE |
| | GARAGE DOOR, BUCK ATTACHMENT ETC... |
| | |
| | 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 |
