| Date |
Text |
| 2002-12-27 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02111043 |
| | ADD: 2201 PALM BEACH LAKES BLVD |
| | CONT:PLAN REVIEW |
| | DARDEN RESTAURANTS |
| | TEL: (407)245-6630 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | NOTE:FLOODZONE A-8 |
| | FIREZONE NO TYPE VI CONSTRUCTION |
| | |
| | 1) SHEET A1.1 PROJECT DATA: TYPE OF CONS |
| | TRUCTION VI. TYPE VI CONSTRUCTION NOT |
| | ALLOWED IN THE FIRE DISTRICT. |
| | |
| | SHEET A2.4 NOTES: |
| | 2) NOTE# 4,INDICATES THE USE OF RAISED |
| | PLATFORMS FOR BOOTH SEATING. INDICATE |
| | COMPLIANCE WITH FL ACC CODE 4-11.1.6.1 |
| | (B) IF EXISTING ELEMENTS, SPACES, OR |
| | COMMON AREAS ARE ALTERED, THEN EACH SUCH |
| | ALTERED ELEMENTS, SPACES, FEATURES, OR |
| | AREA SHALL COMPLY WITH THE APPLICABLE |
| | PROVISIONS OF 11-4.1 TO 11-4.1.3 MINIMUM |
| | REQUIUREMENTS FOR NEW CONSTRUCTION. |
| | PROVIDE LIFT INFORMATION FOR |
| | VERTICAL ACCESSIBILITY INTO EACH BOOTH. |
| | |
| | 3)MEANS OF EGRESS: A CONTINUOUS AND |
| | UNOBSTRUCTED WAY OF TRAVEL FROM ANY |
| | POINT IN A BUILDING OR STRUCTURE TO A |
| | PUBLIC WAY, CONSISTING OF THREE SEPERATE |
| | AND DISTINCT PARTS: (1) THE WAY OF THE |
| | EXIT ACCESS, (2) THE EXIT, AND (3) THE |
| | THE WAY OF OF THE EXIT DISCHARGE. |
| | A MEANS OF EGRESS COMPRISES THE VERTICAL |
| | AND HORIZONTAL WAYS OF TRAVEL AND |
| | INCLUDE THE INTERVENING ROOM SPACE,DOORS |
| | CORRIDORS,PASSAGEWAYS,BALCONIES, STAIRS, |
| | RAMPS, ENCLOSURES, LOBBIES, HORIZONTAL |
| | EXITS, COURTS AND YARDS. |
| | A)PROVIDE DETAILS FOR AN ACCESSIBLE |
| | ENTRY TO THE BUILDING WHILE DEMOLITION |
| | AND CONSTRUCTION OCCUR. |
| | B) PROVIDE AN LIFE SAFETY PLAN INDICAT- |
| | ING A CLEAR 44" AISLE WIDTH, WHEN THE |
| | SEATS ARE 1' FROM TABLES AS IF OCCUPIED. |
| | DINING ROOMS 4, 6 & 7 LOOK AS THEY MAY |
| | BE IN VIOLATION. AREAS SERVING LESS THAN |
| | 50 PEOPLE MAYBE 36". |
| | |
| | NEW TOWER & OVERHANG |
| | 4) F102.1 TYPE OF CONSTRUCTION PERMITTED |
| | WITHIN THE FIRE DISTRICT, I, II, III, |
| | IV OR V.SEE ATTACHMENT FOR FIRE DISTRICT |
| | |
| | 5) F102.2.7 ARCHITECTURAL TRIM ON BUILD- |
| | INGS LOCATED IN THE FIRE DISTRICT SHALL |
| | BE CONSTRUCTED OF APPROVED NONCOMBUST- |
| | IBLE MATERIALS OR FIRE RETARDANT TREATED |
| | WOOD. |
| | |
| | 6) F 103.2 NOTHING IN F103.1 SHALL PRO- |
| | HIBIT OTHER ALTERATIONS WITHIN THE FIRE |
| | DISTRICT PROVIDED THERE IS NO CHANGE OF |
| | OCCUPANCY THAT IS OTHERWISE PROHIBITED & |
| | PROVIDED THE FIRE HAZARD ISN'T INCREASED |
| | BY SUCH ALTERATION. |
| | |
| | 7)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. |
| | |
| | 8)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.MISSING REPORTS: |
| | A) STOREFRONT WINDOWS |
| | B) MULLIONS |
| | C) ROOFING ASSEMBLIES |
| | |
| | 9)1707.4.4.1 ANCHOR REQUIREMENTS: |
| | WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR |
| | ED IN ACCORDANCE WITH THE PUBLISHED |
| | MANUFACTURER'S RECOMMENDATIONS TO |
| | ACHIEVE THEDESIGN PRESSURE SPECIFIED. |
| | SUBSTITUTE ANCHORING SYSTEM USED FOR |
| | THE SUBSTRATE NOT SPECIFIED BY THE |
| | FENESTRATION MANUFACTURER SHALL PROVIDE |
| | EQUAL OR GREATER ANCHORING AS DEMONSTRA- |
| | TED BY ACCEPTED ENGINEERING PRACTICES. |
| | SHEET A4.2 NOTE 31 EXTERIOR WOOD |
| | WINDOW FRAMING.WINDOWS TO BE ANCHORED TO |
| | SUBSTRATA. |
| | |
| | 10) 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. |
| | |
| | 11) 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. |
| | |
| | 12) 11-4.1.3(3) GROUND & FLOOR SURFACES |
| | ALONG ACCESSIBLE ROUTES & IN ACCESSIBLE |
| | ROOMS & SPACES SHALL COMPLY WITH |
| | 11-4.5. SEE ADDAAG A4.5.1 (GUIDELINE) |
| | A STATIC COEFFICIENT OF FRICTION OF 0.6 |
| | IS RECOMENDED FOR ACCESSIBLE ROUTES |
| | AND 0.8 FOR RAMPS. |
| | |
| | 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 |
