| Date |
Text |
| 2007-01-23 18:54:56 | BUILDING PLAN REVIEW |
| | PERMIT: |
| | ADD: |
| | CONT: |
| | TEL: (561)###-#### |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW |
| | ACTION: DENIED |
| | |
| | 1)--- VERY IMPORTANT STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY |
| | PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| | LISTING THE ORIGINAL REVIEW COMMENT NUM- |
| | BER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| | TION PAGE WHERE THE CHANGES CAN BE FOUND |
| | WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| | YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | |
| | 2) FL S S 713.13 |
| | NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF |
| | THE COURT.NOTE: 713.13(2) IF THE WORK DESCRIBED IN |
| | THE NOTICE OFCOMMENCEMENT IS NOT ACTUALLYCOMMENCED |
| | WITHIN 90 DAYS AFTER THE RECORDING THEREOF, SUCH NOTICE |
| | IS NULL & VOID. NOTE: 713.13(6)THE POSTING OF THE |
| | NOTICE OF COMMENCEMENT AT THE CONSTRUCTION SITE BEFORE |
| | THE FIRST INSPECTION. |
| | |
| | 3)2004 FL. BLD CODE 1603.1.4 THE |
| | FOLLOWING INFORMATION RELATED TO WIND |
| | SHALL BE SHOWN ON THE CONSTRUCTION |
| | DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 4) 106.3.3* PRODUCT APPROVALS- 2004 |
| | THOSE PRODUCTS THAT ARE RGULATED BY DCA |
| | RULE 9B-72 SHALL BE REVIEWED AND |
| | APPROVED IN WRITTING BY THE DESIGNER OF |
| | RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | |
| | 5 ) 109.3.10* IMPACT OF CONSTRUCTION. |
| | ALL CONSTRUCTION ACTIVITY REGULATED BY |
| | THIS CODE SHALL BE PERMORMED IN A MANNER |
| | SO AS NOT TO ADVERSELY IMPACT THE |
| | CONDITION OF ADJACENT PROPERTY, UNLESS |
| | SUCH ACTIVITY IS PERMITTED TO AFFECT |
| | SAID PROPERTY PURSUANT TO A CONSENT BY |
| | THE APPLICABLE PROPERTY OWNER, UNDER |
| | TERMS & CONDITIONS AGREEABLE TO THE |
| | APPLICABLE PROPERTY OWNER.THIS INCLUDES |
| | BUT IS NOT LIMITED TO THE CONTROL OF |
| | DUST, NOISE, WATER OR DRAINAGE RUN-OFF, |
| | DEBRIS, AND THE STORAGE OF CONSTRUCTION |
| | MATERIALS. NEW CONSTRUCTION ACTIVITY |
| | SHALL NOT ADVERSELY IMPACT HISTORIC |
| | SURFACE WATER DRAINAGE FLOWS SERVING |
| | ADJACENT PROPERTIES, & MAY REQUIRE |
| | SPECIAL DRAINAGE DESIGN COMPLYING WITH |
| | ENGINEERING STANDARDS TO PRESERVE THE |
| | POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY, |
| | DEVELOPERS, CONTRACTORS, |
| | AND OWNERS OF ALL NEW RESIDENTIAL |
| | DEVELOPMENT, INCLUDING ADDITIONS, POOLS, |
| | PATIOS, DRIVEWAYS, DECKS, OR SIMILAR |
| | ITEMS, ON EXISTING PROPERTIES RESULTING |
| | IN A DECREASE IN EXCESS OF 800SQ FT OF |
| | PERMEABLE LAND AREA ON ANY PARCELL SHALL |
| | AS A PERMIT CONDITION, PROVIDE A |
| | PROFESSIONALLY PREPARED DRAINAGE PLAN |
| | CLEARLY INDICATING COMPLIANCE WITH THIS |
| | PARAGRAPH. UPON COMPLETION OF THE |
| | IMPROVEMENT, A CERTIFICATE FROM A |
| | LICENSED ENGINEER SHALL BE SUBMITTED TO |
| | THE INSPECTOR IN ORDER TO RECEIVE |
| | APPROVAL OF THE FINAL INSPECTION. |
| | |
| | |
| | 6)BEFORE A PERMIT TO CONSTRUCT, MAY |
| | BE ISSUED, IMPACT FEES MUST BE PAID TO |
| | PALM BEACH COUNTY. THE ACTUAL PERMIT |
| | SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT |
| | ATTACHED TO THE PERMIT APPLICATION. |
| | PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 7)R807.1 ATTIC ACCESS . |
| | IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF |
| | CONSTRUCTION, AN ATTIC ACCESS OPENING SHALL BE PROVIDED |
| | TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET (2.8 M 2 ) |
| | AND HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR |
| | GREATER. |
| | THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22 |
| | INCHES BY 30 INCHES (559 MM BY 762 MM) AND SHALL BE |
| | LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE |
| | LOCATION. A 30-INCH (762 MM) MINIMUM UNOBSTRUCTED |
| | HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT SOME |
| | POINT ABOVE THE ACCESS OPENING. SEE SECTION M1305.1.3 |
| | FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS |
| | LOCATED IN ATTICS. |
| | |
| | 8)R313.1 SMOKE ALARMS. |
| | SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING |
| | LOCATIONS: |
| | 1.IN EACH SLEEPING ROOM. |
| | 2.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE |
| | IMMEDIATE VICINITY OF THE BEDROOMS. |
| | 3.ON EACH ADDITIONAL STORY OF THE DWELLING, |
| | INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND |
| | UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS |
| | WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR |
| | BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON |
| | THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER |
| | LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE |
| | FULL STORY BELOW THE UPPER LEVEL. |
| | WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE |
| | INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM |
| | DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT |
| | THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE |
| | ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE |
| | CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE |
| | LEVELS WITH ALL INTERVENING DOORS CLOSED. ALL SMOKE |
| | ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH |
| | THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE |
| | WARNING EQUIPMENT PROVISIONS OF NFPA 72. |
| | |
| | 9)R802.1.6.1 TRUSS DESIGN DRAWINGS, PREPARED IN |
| | CONFORMANCE WITH SECTION R802.1.6.1, SHALL BE PROVIDED |
| | TO THE BUILDING OFFICIAL AND APPROVED PRIOR TO |
| | INSTALLATION. |
| | |
| | 10)R802.1.6.2 THE TRUSS DESIGN DRAWINGS SHALL BE |
| | PREPARED BY A REGISTERED PROFESSIONAL WHERE REQUIRED BY |
| | THE STATUTES OF THE JURISDISTION IN WHICH THE PROJECT |
| | IS TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION R106.1 |
| | |
| | 11)106.1THE CONSTRUCTION DOCUMENTS SHALL BE |
| | PREPARED BY A DESIGN PROFESSIONAL WHERE REQUIRED BY THE |
| | STATUTES. WHERE SPECIAL CONDITIONS EXIST, THE BUILDING |
| | OFFICIAL IS AUTHORIZED TO REQUIRE ADDITIONAL |
| | CONSTRUCTION DOCUMENTS TO BE PREPARED BY A DESIGN |
| | PROFESSIONAL. |
| | |
| | 12)THE SWUARE FOOTAGE ON THE APPLICATION SHOWS A 20' |
| | X 12' AREA. THE DRAWINGS HAVE A 24' X 25' AREA. WHAT IS |
| | THE CORRECT DIMENTION? |
| | |
| | 13)THE FOUNDATION DETAIL ON SHEET 1 DOES NOT SHOW THE |
| | COLUMN AT THE EXTERIOR DOOR. SEE SHEET 2.CLARIFY. |
| | |
| | 14)SHOW AN ELEVATION OF THE AREA WHERE THE WALL WILL |
| | BE REMOVED, AND HOW WILL IT BE RECONSTRUCTED WITH THE |
| | HEADDER DETAIL .HOW IS IT THAT THIS SECTION OF THE |
| | EXTERIOR WALL WHICH IS SUPPORTING THE ROOF IS A NON |
| | BEARING WALL? |
| | |
| | 15)R401.2 FOUNDATION CONSTRUCTION SHALL BE CAPABLE |
| | OF ACCOMMODATING ALL LOADS ACCORDING TO SECTION R301 |
| | AND OF TRANSMITTING THE RESULTING LOADS TO THE |
| | SUPPORTING SOIL . FILL SOILS THAT SUPPORT FOOTINGS AND |
| | FOUNDATIONS SHALL BE DESIGNED, INSTALLED AND TESTED IN |
| | ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. GRAVEL |
| | FILL USED AS FOOTINGS FOR WOOD AND PRECAST CONCRETE |
| | FOUNDATIONS SHALL COMPLY WITH SECTION R403 . |
| | |
| | 16)DOES THE EXISTING STRUCTURE HAVE ANY OPENINGS |
| | WHERE THE NEW ADDITION WILL BE CONSTRUCTED? IF SO SHOW |
| | THESE OPENINGS ON THE PLANS AND STATE IF THESE OPENINGS |
| | WILL BE CLOSED OFF. |
| | |
| | 17)R401.3 DRAINAGE. |
| | SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER |
| | CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS |
| | TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO |
| | DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE |
| | GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM |
| | OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048 |
| | MM). |
| | |
| | 18)WILL THERE BE TWO DIFFERENT TYPES OF FOOTINGS |
| | POURED AT THIS LOCATION? THE PLANS SHOWS A 20" X 18" |
| | MONOLITHIC FOOTING AND A 20" X 12" STEMWALL FOOTING. |
| | WHICH ONE WILL BE USED? SHOW HOW THE NEW SLAB WILL TIE |
| | INTO THE EXISTING. |
| | |
| | 19)R301.2.1.2 WINDOWS IN BUILDINGS LOCATED IN |
| | WIND-BORNE DEBRIS REGIONS SHALL HAVE GLAZED OPENINGS |
| | PROTECTED FROM WIND-BORNE DEBRIS. GLAZED OPENING |
| | PROTECTION FOR WIND-BORNE DEBRIS SHALL MEET THE |
| | REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 |
| | AND OF ASTM E1886 ETC. |
| | |
| | MYRON JACOBS |
| | BUILDING PLAN REVIEWER |
| | 805-6726 |
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