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 |