| Date |
Text |
| 2002-12-23 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 02101578 |
| | ADD: 477 S ROSEMARY/ 165 |
| | CONT: RCC ASSOCIATES |
| | TEL: (954)429-3700 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2) SHEET A1.2, SPECIFY THE CONNECTIONS |
| | FOR THE NEW STEEL COLUMNS TO THE STRUC- |
| | TURE ABOVE AND AT FLOOR SLAB. SPECIFY |
| | THE TYPE OF WELD(FILLET, SQUARE, BEVEL |
| | OR GROOVED) SIZE OF WELD, ETC? |
| | WHAT TYPE OF COMPONENT DOES THE TOP |
| | PLATE OF THE COLUMN FASTEN TO? WHAT TYPE |
| | OF FASTENERS? HAAS WIND AS WELL AS LARGE |
| | MISSLE IMPACT BEEN CONSIDERED? THE SAME |
| | INFORMATION REQUIRED FOR BOTTOM PLATE? |
| | IS IT FLUSH WITH THE FINISH SLAB? TYPE |
| | OF FASTENERS? |
| | VERTICAL STEEL STUD INFILL WALL, @ |
| | STOREFRONT NO INFORMATION ON ATTACHMENT |
| | TO STRUCTURE ABOVE? |
| | |
| | 3) THE HEAD DETAIL ON SHEET A1.2 CALLS O |
| | UT FOR PRECAST LINTELS. WHERE WILL THEY |
| | BE USED? IS THERE FILED CELLS @ THE ENDS |
| | OF THE NEW OPENINGS, IS OF VERT. REBAR? |
| | THERE IS A SECTION THROUGH A NEW STORE- |
| | FRONT WINDOW 1/A2.1 WHERE? |
| | |
| | 4)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. |
| | |
| | 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. |
| | 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. |
| | PLANS INDICATE THE USE OF STOREFRONT |
| | SYSTEMS, BUT NO PRODUCT APPROVALS HAVE |
| | BEEN SUPPLIED. FOR SITE SPECIFIC ENGIN- |
| | EERING ADDITIONAL INFORMATION REQUIRED: |
| | SITE SPECIFIC ENGINEERING (PRODUCT |
| | APPROVAL) REQUIRES THE WET SIGNATURE, |
| | DATE AND EMBOSSED SEAL OF THE ENGINEER |
| | CERTIFYING THE PRODUCT AND SIGNATURE |
| | AND SEAL OF THE DESIGN PROFESSIONAL |
| | OF RECORD. |
| | |
| | 6) SHEET A1.3 NOTES STUCCO CEILING ON |
| | METAL CHANNEL. PROVIDE SPECIFIC CONSTRUC |
| | TION DETAILS INCLUDING CONNECTIONS? |
| | UL LISTING, ETC? |
| | |
| | 7)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. 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 |
