| Date |
Text |
| 2003-02-14 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT:02070564 |
| | ADD: 1100 ELIZABETH AVE |
| | CONT: GLACE |
| | TEL: (561)585-5564 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) COMMENT #2, FOR A TYPE V BUILDING |
| | 0-3' FROM PROPERTY LINE REQUIRES A 3HR |
| | WALL. GROUND FLOOR PLAN INDICATES THE |
| | PROPERTY LINE WALL IS SECTION 8/A3. |
| | THIS SECTION INDICATES A H.M. DOOR? |
| | SEE TABLE 600 FOR RATINGS. |
| | |
| | 2) COMMENT# 3 THE USAGE TO BE AUTO |
| | REPAIR GARAGE. SEE 411.5.3 FOR REPAIR |
| | GARAGES, SEE TABLE 704.1 REPAIR GARAGES |
| | TO HAVE A 2 HR RATING FROM OTHER OCCU- |
| | PANCIES, OFFICE/ RESIDENTIAL! DOOR LEAD- |
| | ING INTO EXISTING BUILDING, 1 1/2 HR |
| | PROTECTIVE. IF OTHER OPENINGS PROVIDE |
| | ADDITIONAL INFORMATION. SEC. 411.5.4 |
| | REPAIR GARAGES SHALL BE CONTINUOUSLY |
| | VENTILATED BY A MECHANICAL SYSTEM WITH |
| | POSITIVE MEANS FOR BOTH INLET AND EX- |
| | HAUST OF AT LEAST 0.75 CFM PERSQ FT |
| | (0.0038 M3/S/M2) OF FLOOR AREA, CONTROLL |
| | ED FROM A LOCATION CLOSE TO THE ENTRANCE |
| | DOOR. |
| | |
| | 3) COMMENT# 6 THE NEW STRUCTURE DOES NOT |
| | INDICATE ANY TYPE OF SHEAR WALL CONSTRUC |
| | TION, WHAT IS TO STOP RACKINGIF THE |
| | STEEL STRUCTURE IS NOT TIED TO THE EXIST |
| | ING STRUCTURE? INDICATE EITHER SHEER |
| | WALLS OR A STRUCTURAL CONNECTION TO THE |
| | EXISTING BUILDING, WHAT IS THE EXISTING |
| | BUILDING CONSTRUCTED OF? |
| | |
| | 4) COMMENT# 7 PROVIDE THE COMPLETE PRO-D |
| | UCT TESTING FOR THE ROOF ASSEMBLIES, |
| | MISSING THE MECHANICAL ATTACHMENT OF |
| | INSULATION BOARD TO THE METAL DECKING. |
| | MISSING THE ATTACHMENT OF THE METAL DECK |
| | ING TO THE 8" CS/JOIST. |
| | |
| | 5) COMMENT# 14 MISSING REPORT FOR GLASS |
| | BLOCK, DETAIL NOT A TESTING REPORT FOR |
| | LARGE MISSLE IMPACT TESTING IF THE WALL |
| | THICKNESS IS TO THIN, THEN STORM SHUT- |
| | TERS AND TESTING REPORTS WILL BE NECESS |
| | ARY. ALSO THE INFORMATION REQUIRED : |
| | 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. |
| | |
| | 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 |
