| Date |
Text |
| 2002-11-05 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02051565 |
| | ADD: 330 E LAKEWOOD RD |
| | CONT: DENNIS PETERSON CONST |
| | TEL: (561)622-8290 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) TYPE VI CONSTRUCTION, TABLE 600 FOR A |
| | BEARING WALL 3'- 10' ALLOWABLE OPENING |
| | PER FLOOR, 20%. |
| | THE EXISTING PORTE COCHERE IS CONSID |
| | ERED THE SAME AS A PORCH. WHEN JUST A |
| | PORCH THE CONSIDERATION OF HOW CLOSE THE |
| | OPENINGS ARE TO THE PROPERTY LINE AND OF |
| | WHAT TYPE OF MATERIALS IS THE STRUCTURE |
| | MADE FOR COMBUSTIBILITY IS TO BE CONSID- |
| | ERED! BOTH FROM THE INTERIOR AS WELL AS |
| | FROM THE STRUCTURE NEXT DOOR. |
| | WHEN THE SECOND FLOOR IS ADDED WE |
| | LOOK AT THE EXISTING CONDITION ON THE |
| | FIRST FLOOR, TABLE 600 INDICATES THAT |
| | AN ALLOWABLE 20% OPEN AREA IS ALLOWABLE |
| | PER FLOOR, NOT THE 2 FLOORS COMBINED. |
| | |
| | AS A STANDARD WE USE COMMON TERMS WALLS |
| | OR COLUMNS, THE CODE DOESN'T GIVE A DEFI |
| | NITION FOR WALL OR COLUMN. ACI 530 , |
| | CHAPTER 2 NOTATIONS AND DEFINTIONS DOES |
| | GIVE TERMINOLOGY THAT WE DO USE. |
| | WALL: A VERTICAL ELEMENT WITH A HORI- |
| | ZONTAL LENGTH TO THE THICKNESS RATIO |
| | GREATER THAN 3, USED TO ENCLOSE SPACE. |
| | 8"X3=24" ANY COLUMN GREATER THAN 24" |
| | IS CONSIDERED A WALL SEGMENT. |
| | COLUMN: AN ISOLATED VERTICAL MEMBER |
| | WHOSE HORIZONTAL DIMENSION MEASURED AT |
| | RIGHT ANGLES TO ITS THICKNESS DOES NOT |
| | EXCEED 3 TIMES ITS THICKNESS AND WHOSE |
| | HEIGHT IS AT LEAST 3 TIMES ITS THICKNESS |
| | |
| | TABLE 600 FOOTNOTE (I) EXTERIOR WALLS |
| | SHALL BE FIRE TESTED IN ACCORDANCE WITH |
| | 601.3. THE FIRE RESISTANCE REQUIREMENTS |
| | FOR EXTERIOR WALLS WITH 5' OR LESS |
| | HORIZONTAL SEPERATION SHALL BE BASED |
| | UPON INTERIOR & EXTERIOR FIRE EXPOSURE. |
| | |
| | 2) FL BLDG CODE 1606.1.7 MISSING THE |
| | INTERNAL PRESSURE COEFFICIENT |
| | |
| | 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. |
| | 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. |
| | |
| | 1) GLAZED OPENINGS LOCATED WITHIN 30 FT |
| | OF GRADE SHALL MEET THE REQUIREMENTS OF |
| | LARGE MISSLE TEST.MISSING REPORTS: |
| | A) AWNING WINDOW EAST ELEVATION |
| | B) CASEMENT WINDOW SOUTH / WEST ELE |
| | C) MULLION EAST ELEVATION |
| | D) STORM SHUTTERS |
| | E) ROOFING ASSEMBLIES |
| | |
| | 4)1707.4.5.1 MULLIONS OCCURRING |
| | BETWEEN INDIVIDUAL WINDOW AND GLASS |
| | DOOR ASSEMBLIES. TESTING REPORTS ARE |
| | REQUIRED BY AN APPROVED TESTING |
| | LABORATORY OR BE ENGINEERED. |
| | |
| | 5)1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| | ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| | TO THE ROUGH OPENING SUBTRATE. |
| | |
| | 6) 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. |
| | |
| | 7)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. 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 |
