| Date |
Text |
| 2009-08-03 10:41:08 | BUILDING PLAN REVIEW |
| | PERMIT: 09070070 |
| | ADD: 517 DIVISION AVE |
| | CONT: O/B MORRISON, JACQUELINE E |
| | TEL: (561)833-3178 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | NOTE FIRE DAMAGE |
| | |
| | 1) PLEASE CORRECT ADDRESS ON THE APPLICATION AND PLANS |
| | TO THE 517 DIVISION AVE LISTED WITH CITY OF WPB AND THE |
| | COUNTY PROPERETY APPRAISER'S OFFICE. 106.1.2 |
| | ADDIUTIONAL INFORMATION REQUIRED, THERE APPEARS TO BE A |
| | DISCREPANCY. |
| | |
| | 2) PLANS INDICATE FIRE DAMAGE TO THE HAND FRAMED |
| | CEILING JOIST AND RAFTERS,EXST FL BLDG CODE 807.5.1 |
| | EVALUATION AND ANALYSIS. AN ENGINEERING EVALUATION AND |
| | ANALYSIS THAT ESTABLISHES THE STRUCTURAL ADEQUACY OF |
| | THE ALTERED STRUCTURE SHALL BE PREPARED BY A REGISTERED |
| | ARCHITECT OR ENGINEER AND SUBMITTED TO THE BUILDING |
| | CODE OFFICIAL. |
| | |
| | EXST FL BLDG CODE 807.5.2 SUBSTANTIAL STRUCTURAL |
| | ALTERATION. WHERE MORE THAN 30 PERCENT OF THE TOTAL SUM |
| | OF FLOOR AND ROOF AREAS OF THE BUILDING OR STRUCTURE |
| | HAS BEEN OR IS PROPOSED TO BE INVOLVED IN STRUCTURAL |
| | ALTERATION WITHIN A 12-MONTH PERIOD, THE EVALUATION AND |
| | ANALYSIS SHALL DEMONSTRATE THAT THE ALTERED BUILDING OR |
| | STRUCTURE COMPLIES WITH THE FLORIDA BUILDING CODE, |
| | BUILDING FOR WIND LOADING. |
| | |
| | FBC 1808.2.8.5 UPLIFT CAPACITY. WHERE REQUIRED BY THE |
| | DESIGN, THE UPLIFT CAPACITY OF A SINGLE PIER OR PILE |
| | SHALL BE DETERMINED BY AN APPROVED METHOD OF ANALYSIS |
| | BASED ON A MINIMUM FACTOR OF SAFETY OF THREE OR BY LOAD |
| | TESTS CONDUCTED IN ACCORDANCE WITH ASTM D 3689. THE |
| | MAXIMUM ALLOWABLE UPLIFT LOAD SHALL NOT EXCEED THE |
| | ULTIMATE LOAD CAPACITY AS DETERMINED IN SECTION |
| | 1808.2.8.3 DIVIDED BY A FACTOR OF SAFETY OF TWO. |
| | |
| | FBC 2308.10.1 WIND UPLIFT. ROOF ASSEMBLIES SHALL HAVE |
| | RAFTER AND TRUSS TIES TO THE WALL BELOW. RESULTANT |
| | UPLIFT LOADS SHALL BE TRANSFERRED TO THE FOUNDATION |
| | USING A CONTINUOUS LOAD PATH. |
| | |
| | FBC 2308.2.1 BASIC WIND SPEED GREATER THAN 100 MPH |
| | (3-SECOND GUST). WHERE THE BASIC WIND SPEED EXCEEDS 100 |
| | MPH (3-SECOND GUST), THE PROVISIONS OF EITHER THE AF&PA |
| | WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY |
| | DWELLINGS (WFCM) OR THE IBHS GUIDELINE FOR HURRICANE |
| | RESISTANT RESIDENTIAL CONSTRUCTION, ARE PERMITTED TO BE |
| | USED. |
| | |
| | 3) THE PLANS DO NOT INDICATE IF THERE IS A BEARING WALL |
| | THAT RUNS DOWN THE CENTRAL PORTON OF THE HOUSE, OR SIZE |
| | OF THE CEILING JOIST AND RAFTERS,PROVIDE SPANS SPACING |
| | PLEASE INDICATE SIZE OF THE FRAMING MEMBERS, SPECEIS OF |
| | WOOD. |
| | |
| | 2308.10.3 RAFTER SPANS. ALLOWABLE SPANS FOR RAFTERS |
| | SHALL BE IN ACCORDANCE WITH TABLE 2308.10.3(1), |
| | 2308.10.3(2), 2308.10.3(3), 2308.10.3(4), 2308.10.3(5) |
| | OR 2308.10.3(6). FOR OTHER GRADES AND SPECIES, REFER TO |
| | THE AF&PA SPAN TABLES FOR JOISTS AND RAFTERS. |
| | |
| | TABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER |
| | SPECIES (GROUND SNOW LOAD = 30 POUNDS PER SQUARE FOOT, |
| | CEILING NOT ATTACHED TO RAFTERS, L/D = 180). RESERVED. |
| | |
| | TABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER |
| | SPECIES. (GROUND SNOW LOAD = 50 POUNDS PER SQUARE FOOT. |
| | CEILING NOT ATTACHED TO RAFTERS, L/D = 180). RESERVED. |
| | |
| | TABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER |
| | SPECIES (GROUND SNOW LOAD = 30 POUNDS PER SQUARE FOOT, |
| | CEILING ATTACHED TO RAFTERS, L/D = 240). RESERVED. |
| | |
| | TABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER |
| | SPECIES. (GROUND SNOW LOAD = 50 POUNDS PER SQUARE FOOT. |
| | CEILING ATTACHED TO RAFTERS, L/D = 240). RESERVED. |
| | |
| | 4) PLEASE INDICATE COMPLIANCE WITH GABLE END WALL |
| | FRAMING: 2318.1.8.2 EXTERIOR STUD WALLS OF TWO-STORY |
| | BUILDINGS SHALL BE BALLOON-FRAMED WITH STUDS CONTINUOUS |
| | FROM FOUNDATION TO SECOND FLOOR CEILING AND WITH SECOND |
| | FLOOR JOISTS SUPPORTED AS INDICATED IN SECTION |
| | 2319.3.3. GABLE END WALLS IN WOOD FRAME BUILDINGS SHALL |
| | BE BALLOON FRAMED WITH STUDS CONTINUOUS FROM FOUNDATION |
| | TO ROOF. |
| | |
| | EXCEPTION: PLATFORM FRAMING IS ALLOWED IN BUILDINGS |
| | OVER ONE STORY IN HEIGHT PROVIDED AN ADDITIONAL |
| | MANDATORY INSPECTION FOR FLOOR LEVEL CONNECTORS IS MADE |
| | BEFORE THE FRAMING/FIRESTOPPING INSPECTION. GABLE END |
| | WALLS SHALL BE BALLOON FRAMED WITH STUDS CONTINUOUS |
| | FROM TOP FLOOR TO ROOF. |
| | |
| | PLEASE ALSO THE PRESCRIPTIVE METHODS LISTED ABOVE ARE |
| | ALSO CODE COMPLIANT ALTERNATIVES (AF&PA WOOD FRAME |
| | CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY DWELLINGS |
| | (WFCM) OR THE IBHS GUIDELINE FOR HURRICANE RESISTANT |
| | RESIDENTIAL CONSTRUCTION), ARE PERMITTED TO BE USED. |
| | |
| | 5) FL EXST BLDG CODE 606.4 REPLACEMENT OF WINDOWS AND |
| | DOORS. THE REPLACEMENT OF GARAGE DOORS, EXTERIOR DOORS, |
| | SKYLIGHTS, OPERATIVE AND INOPERATIVE WINDOWS SHALL BE |
| | DESIGNED AND CONSTRUCTED TO COMPLY WITH CHAPTER 16 OF |
| | THE FLORIDA BUILDING CODE, BUILDING . |
| | |
| | THE PRODUCT APPROVALS SUBMITTED FOR GLAZED OPENINGS |
| | INDICATE NONE IMPACT FOR WINDOWS AND EXTERIOR DOORS |
| | LARGE MISSILE IMPACT. 1609.1.4 PROTECTION OF OPENINGS |
| | IN WIND-BORNE DEBRIS REGIONS, EXTERIOR GLAZING THAT |
| | RECEIVES POSITIVE PRESSURE IN THE LOWER 60 FEET (18.3 |
| | M) IN BUILDINGS SHALL BE ASSUMED TO BE OPENINGS AND THE |
| | BALANCE OF GLAZED OPENINGS IN THE REST OF THE BUILDING |
| | SHALL BE ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT |
| | RECEIVES POSITIVE PRESSURE IS IMPACT RESISTANT OR |
| | PROTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE |
| | REQUIREMENTS OF SSTD 12, ASTM E 1886 AND ASTM E 1996, |
| | OR MIAMI-DADE TAS 201, 202 AND 203 REFERENCED THEREIN |
| | AS FOLLOWS: 1. GLAZED OPENINGS LOCATED WITHIN 30 FEET |
| | (9.1 M) OF GRADE SHALL MEET THE REQUIREMENTS OF THE |
| | LARGE MISSILE TEST. 2. IF LARGE MISSILE GLAZING UNITS |
| | ARE NOT TO BEINSTALLED THEN TESTED STORM SHUTTERS WILL |
| | NEED TO BE ALSO INSTALLED. |
| | |
| | 5A) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, |
| | PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING |
| | REPORTS ARE AS FOLLOWS: |
| | 5A)(1) STORM SHUTTERS |
| | 5A((2) MULLIONS |
| | 5A)(3) FOOR SHINGLES, EXCEPTION TO THE REPLACEMENT OF |
| | WHOLE ROOF. FL EXST BLDG CODE 611.1.1 NOT MORE THAN 25 |
| | PERCENT OF THE TOTAL ROOF AREA OR ROOF SECTION OF ANY |
| | EXISTING BUILDING OR STRUCTURE SHALL BE REPAIRED, |
| | REPLACED OR RECOVERED IN ANY 12 MONTH PERIOD UNLESS THE |
| | ENTIRE ROOFING SYSTEM OR ROOF SECTION CONFORMS TO |
| | REQUIREMENTS OF THIS CODE. |
| | |
| | 5B) MULLIONS: 1714.5.5.2 LOAD TRANSFER. MULLIONS SHALL |
| | BE DESIGNED TO TRANSFER THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO THE ROUGH |
| | OPENING SUBSTRATE. |
| | |
| | 1714.5.5.4 STRUCTURAL SAFETY FACTOR. |
| | MULLIONS SHALL BE CAPABLE OF RESISTING A LOAD OF |
| | ONE-AND-ONE-HALF TIMES THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE |
| | SUPPORTED WITHOUT EXCEEDING THE APPROPRIATE MATERIAL |
| | STRESS LEVELS. IF TESTED BY AN APPROVED LABORATORY, THE |
| | ONE AND ONE-HALF TIMES THE DESIGN PRESSURE LOAD SHALL |
| | BE SUSTAINED FOR 10 SECONDS, AND THE PERMANENT |
| | DEFORMATION SHALL NOT EXCEED 0.4 PERCENT OF THE MULLION |
| | SPAN AFTER THE ONE-AND-ONE-HALF TIMES DESIGN PRESSURE |
| | LOAD IS REMOVED. |
| | |
| | 5C) ROOF SHINGLES: ALSO PROVIDE THE REQUIREDREPORTS FOR |
| | RIDGE VENTING: 1203.2 ATTIC SPACES. ENCLOSED ATTICS AND |
| | ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE |
| | APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF FRAMING |
| | MEMBERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE |
| | SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE |
| | ENTRANCE OF RAIN AND SNOW. BLOCKING AND BRIDGING SHALL |
| | BE ARRANGED SO AS NOT TO INTERFERE WITH THE MOVEMENT OF |
| | AIR. A MINIMUM OF 1 INCH (25 MM) OF AIRSPACE SHALL BE |
| | PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING. |
| | THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN |
| | 1/150 OF THE AREA OF THE SPACE VENTILATED, WITH 50 |
| | PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED BY |
| | VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE |
| | TO BE VENTILATED AT LEAST 3 FEET (914 MM) ABOVE EAVE OR |
| | CORNICE VENTS WITH THE BALANCE OF THE REQUIRED |
| | VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. |
| | |
| | 5D) STORM SHUTTERS: PROVIDE STORM PANEL INFORMATION |
| | WITH INSTALLATION SCHEDULE AND KEY PLAN WITH SPECIFIC |
| | ANCHORS AND MOUNTING TO BE USED FOR ALL NON-IMPACT |
| | GLAZING. FBC 1609.1.4. |
| | |
| | FL BLD CODE 2004 SECTION 106.3.3, 1609.1.4, 1714.5.1 & |
| | EXIST BUILD CODE 507.3. 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 PRESSURE ZONES, SLAT TYPES, ETC., SHALL BE |
| | SUBMITTED AT TIME OF PERMIT APPLICATION TO FACILITATE |
| | PLAN REVIEW AND PERMIT ISSUANCE. SAMPLE ATTACHED. |
| | |
| | 6) PLANS WILL NEED TO INDICATE COMPLIANCE WITH: 1209.2 |
| | ATTIC SPACES. AN OPENING NOT LESS THAN 20 INCHES BY 30 |
| | INCHES (559 MM BY 762 MM) SHALL BE PROVIDED TO ANY |
| | ATTIC AREA HAVING A CLEAR HEIGHT OF OVER 30 INCHES (762 |
| | MM). A 30-INCH (762 MM) MINIMUM CLEAR HEADROOM IN THE |
| | ATTIC SPACE SHALL BE PROVIDED AT OR ABOVE THE ACCESS |
| | OPENING. |
| | |
| | |
| | |
| | INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY. |
| | A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW |
| | COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING 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 C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | SURVEY: |
| | WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
