Date |
Text |
2003-01-02 00:00:00 | |
| BUILDING PLAN REVIEW |
| PERMIT: 02090718 |
| ADD: 1222 OMAR ROAD |
| CONT: ROBERT TURSO |
| TEL: (561)439-7326 |
| FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| |
| NOTE: FIRE ZONE SEE AMENDMENTS FOR BUILD |
| INGS LOCATED IN A FIRE ZONE. |
| |
| 1) ORIGINAL COMMENT# (2). |
| FL BLD CODE 104.2.1.2 |
| ADDITIONAL INFORMATION REQUIRED, |
| MISSING INFORMATION FOR ROOFED OVER AREA |
| SHEET# 1? COMMENTS BACK INDICATE THIS IS |
| TO BE A TYPE IV BUILD FULLY SPRINKLERED. |
| THE PLANS INDICATE OPEN (NO WALLS) ON |
| THE OPEN AREA ROOFED OVER AREA. TABLE |
| 600 TYPE IV BUILDINGS REQUIRE : |
| 0'-3' ZERO % OPENINGS, 1 HR RATED |
| 3'-10' 10% OPENINGS 1HR RATED EXT WALLS |
| |
| AS NOTED ABOVE & 1ST PLAN REVIEW, THIS |
| BUILDING IS IN A "FIRE DISTRICT": |
| F 102.2.6 EXTERIOR WALLS OF TYPE IV |
| BUILDINGS SHALL HAVE A FIRE RESISTANCE |
| OF 2HRS OR MORE WHEN SUCH WALLS ARE LOCA |
| TED WITHIN 30 FT OF A COMMON PROPERTY |
| LINE OR AN ASSUMED PROPERTY LINE. |
| |
| THE OPEN AREA HAS TO HAVE 2 HR RATED |
| WALLS, DEPENDING ON THE CLOSENESS OF THE |
| PROPERTY LINE IT MAY OR MAY NOT HAVE |
| OPENINGS IN THE WALL. IF THE WALL IS |
| ALLOWEDOPENINGS, 1 1/2 HR PROTECTIVES |
| HAVE TO BE INSTALLED ON THE OPENING!!!! |
| |
| 2) ORIGINAL COMMENT 3 WHAT TYPE OF |
| CONSTRUCTION ? ANSWER "ALL" |
| |
| THE BUILDING IS EITHER A TYPE IV OR V? |
| SEE TABLE 600, TYPE V 0'-3' REQUIRES A |
| 3 HR WALL.3'-10' A 2HR WITH 10% OPEN- |
| INGS. |
| |
| 3) ORIGINAL COMMENT #4 BEFORE ISSUANCE |
| OF THIS PERMIT STRUCTURAL DRAWINGS FOR |
| THE METAL BLDG, CALS BY THE ENGINEER |
| 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. CONTRACTORS COMMENT: |
| THE METAL BLDG CALCULATIONS BY REGISTER- |
| ED ENGINEERTO BE PROVIDED BEFORE ANY |
| INSPECTION. |
| THE METAL STRUCTURE SHALL REQUIRE A |
| SEPERATE PERMIT AND THESE PLANS WOULD BE |
| USED FOR REFRENCE ONLY IN REGARDS TO THE |
| METAL STRUCTURE! |
| THERE ARE (2) ISSUES AT HAND: |
| A) SIDE WALL FIRE RATINGS OF METAL |
| STRUCTURE.TYPE IV OR V!!!!! |
| B) THIS BUILDING IS TO BE ENGINEERED |
| FOR A 140 HPH WIND ZONE!!!!!! |
| |
| 4) 1007.3.3 TREADS SHALL HAVE A UNIFORM |
| DEPTH AND RISERS OF UNIFORM HEIGHT IN |
| ANY STAIRWAY BETWEEN 2 FLOORS. THERE |
| SHALL BE NO VARIATION EXCEEDING 3/16 |
| OF AN INCH IN RISER HEIGHT. SEE PAGE 4. |
| |
| 5) PAGE 4 STAIRWAY, 1007.4.2. STAIRS |
| SHALL HAVE FLOORS OR LANDINGS AT DOOR |
| OPENINGS. FIRST FLOOR MISSING LANDING |
| AND DOOR. |
| |
| 6) 1001.1.3. MEANS OF EGRESS SHALL BE |
| CONTINUOUS AND UNOBSTRUCTED PATH OF TRAV |
| EL TO THE EXTERIOR OF THE BUILDING. THE |
| SECOND STORY EGRESS LEAVES YOU IN THE |
| BUILDING? |
| |
| 7) MISSING ROOFING REPORT: |
| A) PRODUCT TESTING FOR WIND 1504.1 |
| B) FIRE DISTRICT CLASS A OR B MANUFAC- |
| TURER SPEC. F102.2.4./ 1505. |
| |
| 8) COMMENT # (18) |
| FL BLDG 1909.3 (EXEPTION# 2) |
| CONCRETE SLABS ON GRADE CONTAINING 6X6/ |
| W1.4XW1.4 WELDED WIRE REINFORCEMENT |
| FABRIC LOCATED IN THE MIDDLE TO THE |
| UPPER 1/3RD OF THE SLAB SHALL BE SUP- |
| PORTED BY APPROVED MATERIALS OR SUPPORTS |
| AT SPACING NOT TO EXCEED 3 FT OR IN |
| ACCORDANCE WITH MANUFACTURER'S SPEC. |
| CONTRACTORS COMMENT N/A? IS THE FLOOR |
| OF THE NEW AREA CONCRETE OR SOME OTHER |
| MATERIAL? |
| |
| 9) RESTROOM/ SHOWER 2ND FLOOR: 11-4.1.3 |
| IF TOLIET OR BATHING FACILITIES ARE PRO- |
| VIDED ON A LEVEL NOT SERVED BY AN ELEVA- |
| TOR, THEN A TOLIET OR BATHING FACILITY |
| MUST BE PROVIDED ON THE ACCESSIBLE |
| GROUND FLOOR. |
| |
| 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 |