| Date |
Text |
| 2002-04-08 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT # 02021919 |
| | 232 BELMONT RD |
| | CONT: GREGORY DAVIES |
| | TELL: 793-8225 |
| | CELL:(561)310-2971 |
| | |
| | SBC= 1997 STANDARD BUILDING CODE |
| | |
| | 1) SBC 104.2.2 ADDITIONAL INFOR REQUIRED |
| | PERMIT APPLICATION INDICATES A NEW |
| | SINGLE FAMILY RESIDENCE, SHEET A-1 INDI- |
| | CATES EXISTING FLOOR AREA IS THIS AN |
| | ADDITON AND REMODEL? |
| | 2) SHEET A-5 INDICATES WIND LOADS FROM |
| | SBC FROM 1205 COACTAL EXPOSURE? 1205 IS |
| | RODENT PROOFING, AND EXPOSURE "B" IS |
| | CORRECT. |
| | 3) THIS STRUCTURE IS TO BE CONSIDERED A |
| | 3 STORY STRUCTURE,SINCE THE TOWER IS |
| | CONSIDERED HABITABLE SPACE, |
| | SBC 15.17.1.2.1. THE TOWER SHALL BE CON- |
| | STRUCTED OF AND SUPPORTED BY NONCOMBUST- |
| | IBLE MATERIALS. SUCH STRUCTURES SHALL BE |
| | SEPERATED FROMTHE BUILDING BELOW BY |
| | CONSTRUCTION HAVING A FIRE RESISTANCE |
| | RATING OF NOT LESS THAN 1 1/2 HRS AND |
| | IF ACCESS DOORS ARE PROVIDED, SUCH DOORS |
| | SHALL BE OFAN APPROVED FIRE RESISTANCE |
| | TYPE. |
| | THE OTHER VIEW IS TO CONSIDER THE TOWER |
| | A STORY IN TABLE 500, TYPE VI UNPRO. |
| | CONSTRUCTION ONLY ALLOWS FOR 2 STORIES, |
| | TO GAIN THE THIRD STORY TABLE 500 ALLOWS |
| | TYPE VI 1-HR PROTECTED CONSTRUCTION.THIS |
| | WOULD BE FOR ALL FRAMING ASSEMBLIES, |
| | CEILING/ FLOOR FOR THE FIRST AND SECOND |
| | FLOORS. |
| | 3)- SHEET A-4 INDICATES THE FRONT DOOR |
| | TO BE A SOLID CORE WOOD DOOR/ W PECKY |
| | CYPRESS SITE SPECIFIC REPORT SHALL BE |
| | REQUIRED, THE PLANS ALSO INDICATE A |
| | TRANSOM ABOVE? |
| | 4)- BEDROOM #2 EMERGENCY ESCAPE & RES- |
| | CUE OPENINGS, EVERY SLEEPING ROOM LOCAT- |
| | ED ON THE SECOND FLOOR SHALL HAVE AT |
| | LEAST ONE EXTERIOR EMERGENCY ESCAPE |
| | OPENING. THE MINIMUM CLEAR WIDTH IS 20". |
| | THE CLEAR WIDTH OR VENT WIDTH SHALL BE |
| | 20". |
| | 5)- SHEET A-9 SECTION OF MASONARY FIRE- |
| | PLACE, THE MASONAARY FIREPLACE DOES NOT |
| | GIVE SUFFICIENT INFORMATION, NOT ONLY IS |
| | THE HEIGTH BUT THE WIDTH OF THE FIRE |
| | PLACE OPENING. |
| | SBC 2114.3.2. THE FIREBOX OF A MASANARY |
| | FIREPLACE SHALL HAVE A MINIMUM DEPTH OF |
| | 20 INCHES. THE THROAT SHALL BE AT LEAST |
| | 8" ABOVE THE FIREPLACE OPENING. |
| | 2114.3.3 THE FRONT AND SIDE WALLS OF THE |
| | THROAT AND SMOKE CHAMBER SHALL BE CONST |
| | RUCTED OF SOLID MASONARY HAVING A MINI- |
| | MUM TOTAL THICKNESS OF 8". THE BACK WALL |
| | OF THE THROAT AND SMOKE CHAMBER SHALL BE |
| | CONSTRUCTED OF SOLID MASONARY HAVING A |
| | MINIMUM THICKNESS OF 6". A MINIMUM 5/8" |
| | THICK CLAY FLUE LINING COMPL;YING WITH |
| | ASTM 315 SHALL BE PERMITTED TO FORM THE |
| | INSIDE SURFACE OF THE SMOKE CHAMBER. |
| | THE SIZE OF THE FLUE SHALL BE REQUIRED |
| | TO DETERMINE IF IT MEETS TABLE 2114.3.4. |
| | SBC 2114.3.9 AALL COMBUSTIBLE WOOD |
| | BEAMS, JOIST, AND STUDS SHALL BE MAIN- |
| | TAINED A MINIMUM OF 2" FROM THE OUTSIDE |
| | FACE OF THE CHIMNEY OR FIREPLACE |
| | MASONARY.ALSO SEE 2113.5, EXCEPTION. |
| | SBC 2114.3.11 ALL COMBUSTIBLE MAN- |
| | TLES AND SIMILAR TRIM SHALL BE KEPT AT |
| | LEAST 6" FROM THE FIREPLACE OPENING. |
| | 2113.6 CLEANOUTS, CLEANOUT OPENINGS |
| | SHALL BE PROVIDED WITHIN 6" OF THE BASE |
| | OF EACH FLUE WITHIN EVERY MASONARY FIRE- |
| | PLACE. SEE EXCEPTION. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561)659-8096 X 8412 |
