| Date |
Text |
| 2003-12-31 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 03111280 |
| | ADD: 1806 OKEECHOBE ROAD |
| | CONT: WINFREE CONTRACTING |
| | TEL: (561)744-6939 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | FIRST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | SHEET 1 OF 7 INDICATES A NEW STORAGE |
| | ROOM, BUT SHEET2 NOR SHEET4 (PHASE 1 & |
| | 2) INDICATE THIS AREA ON THEIR FLOOR |
| | PLANS? |
| | |
| | 3) FLOOR PLANS DO NOT INDICATE WHAT OPEN |
| | INGS ARE EXISTING AND WHICH ARE NEW? |
| | |
| | 4) SHEET 1 INDICATES THE NEW COLUMN AT |
| | DOOR"D", AT WHAT THEIGHT IS THE BEAM? |
| | THE DETAIL SHEET 4 INDICATES THE USE OF |
| | A LINTEL BUT NO MENTION OF BEARING ON |
| | THE EXISTING COLUMN? |
| | VARIOUS DOOR OR WINDOWS SHOW WHAT |
| | APPEARS TO BE BLOCK INFILL, NO MENTION |
| | OF HOW TO BE ATTACHED TO THE EXISTING |
| | STRUCTURE? NO MENTION OF FILLED CELLS? |
| | |
| | 5) SHEET 1 DESIGN CRITERIA FOR NEW |
| | STORAGE ROOM:ASCE 7-98 IMPORTANCE FACTOR |
| | INDICATES THE WIND IMPORTANCE FACTOR OF |
| | .77 TO BE USED ON CATEGORY I (BUILDINGS) |
| | NOT ADDITONS. TYPE I BUILDINGS BEING: |
| | A) AGRICULTURE FACILITIES |
| | B) CERTAIN TEMPORARY FACILITIES |
| | C) MINOR STORAGE FACILITIES- STORAGE |
| | SHEDS NOT ATTACHED TO BUILDINGS |
| | RE-EVALUATE STORAGE SHED WITH AN IMPORT- |
| | ANCE FACTOR 0F 1.00. |
| | |
| | 6) FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) WINDOWS |
| | B) MULLIONS |
| | C) EXTERIOR SWING DOORS BOTH GLAZED OR |
| | NON-GLAZED |
| | D) OVERHEAD GARAGE DOOR |
| | E) STORM SHUTTERS |
| | PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 7)SITE SPECIFIC ENGINEERING (PRODUCT |
| | APPROVAL) REQUIRES THE WET SIGNATURE, |
| | DATE AND EMBOSSED SEAL OF THE ENGINEER |
| | CERTIFYING THE PRODUCT AND SIGNATURE |
| | AND SEAL OF THE DESIGN PROFESSIONAL |
| | OF RECORD.SITE SPECIFIC ENGINEERING |
| | WILL BE REQUIRED IF THE MANUFACTURER HAS |
| | NOT LISTED THEIR PRODUCT WITH THE STATE! |
| | |
| | 8) 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. |
| | |
| | 9)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. |
| | |
| | 10)1707.4.3 EACH EXTERIOR DOOR |
| | ASSEMBLY NOT COVERED BY 1707.4.2 |
| | (GLAZED DOORS) SHALL BE LISTED AND TEST- |
| | ED FOR A PERIOD EQUAL TO THE QUANITY |
| | 3600/ V WHERE THE TIME PERIOD IS IN |
| | SECTIONS AND V IS IN MILES PER HR TAKEN |
| | FROM FIGURE 1606. THE TIME PERIOD SHALL |
| | ALSO INCLUDE A 10 SECOND PERIOD AT A |
| | LOAD EQUAL TO 1.5 TIMES THE DESIGN |
| | PRESSURE. |
| | |
| | 11) PLAN DO NOT INDICATE WHAT TYPE OF |
| | BUCKS ARE TO BE USED, CAUTION: |
| | 1707.4.4.2 TAPERED BUCKS: |
| | SHALL EXTEND BEYOND THE INTERIOR FACE |
| | OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS SUPPORTED. |
| | |
| | 12) THE DESIGN PROFESSIONAL DOES NOT |
| | INDICATE THE ANCHORING OF THE BUCKS NOR |
| | THE WINDOWS AND DOORS: |
| | 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. |
| | |
| | 13) 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. |
| | |
| | 14) 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. |
| | |
| | 15) RAMP: 11-4.8.5(HANDRAILS) IF A RAMP |
| | RUN HAS A RISE GREATER THAN 6" OR A |
| | HORIZONTAL PROJECTION GREATER THAN 72", |
| | THEN IT SHALL HAVE HANDRAILS ON BOTH |
| | SIDES. |
| | |
| | 16)11-4.13.6 MANEUVERING CLEARENCES |
| | AT DOORS. MINIMUM MANEUVERING CLEARENCES |
| | AT DOORS THAT ARE NOT AUTOMATIC OR |
| | POWER-ASSISTED SHALL BE AS SHOWN IN |
| | FIG. 25. THE FLOOR OR GROUND AREA WITH |
| | IN THE REQUIRED CLEARENCES SHALL BE |
| | CLEAR & LEVEL. SEE ROOMS 124 & 125. |
| | |
| | 17) THERE IS NO DETAILS OF THE STAFF |
| | LOUNGE, 11-4.24.2 SINKS REQUIRED TO BE |
| | ACCESSIBLE TO BE MOUNTED WITH THE |
| | COUNTER NO HIGHER THAN 34 INCHES. |
| | |
| | 18) 1204.2 SURROUNDING MATERIALS; |
| | THE WALLS & FLOORS OF ALL PUBLIC REST- |
| | ROOMS SHALL BE LINED WITH NONABSORBANT |
| | MATERIALS TO A HEIGTH OF 4'-0" ABOVE THE |
| | FLOOR. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
