| Date |
Text |
| 2002-06-08 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 02041951 |
| | ADD: LOT# 31, SEC# 6, RENAISSANCE |
| | CONT: HOME DYNAMICS CONST. CORP. |
| | TEL: (954)520-1698 ( MIKE HANLEY) |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | ****BUILDING PROVISO**** |
| | |
| | |
| | 1)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. |
| | |
| | 2)1804.1.3 THE BOTTOM OF THE FOUNDA- |
| | TION SHALL EXTEND NO LESS THAN 12" |
| | BELOW FINISH GRADE. |
| | |
| | 3) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | |
| | 4) SH A-1 CENTER, BOTTOM OF PAGE DISCREP |
| | ANCY, PLANS READ "CONFORM TO THE |
| | 2001 FBC/ASCE 5-95" SHOULD READ 7-98. |
| | |
| | 5) 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. |
| | CLOSPAY OVERHEAD DOOR, HIGHLIGHT WHICH |
| | MODEL SHALL BE USED FOR PRESSURE DESIGN. |
| | MISSING FRONT ENTRY DOOR REPORT. |
| | MISSING THE ROOFING ASSEMBLY REPORT ALSO |
| | 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. |
| | 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. |
| | |
| | 6)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. |
| | THE PRODUCT TESTING REPORTS INDICATE |
| | A DIDDERENT ATTACHMENT METHOD FROM THAT |
| | DESIGNED BY THE DESIGN PROFESSIONAL, |
| | FOR WIDOWS DOORS AS WELL AS OVERHEAD GAR |
| | AGE DOOR. |
| | |
| | 7) FL BLD CODE CHAP 13 ENERGY EFFICENCY |
| | PROVIDE ENERGY CALS/ W MANUAL "J" |
| | |
| | 8)2305.2.2 FLOOR/CEILING ASSEMBLIES |
| | SINGLE FAMILY DWELLINGS. IN FLOOR/CEIL/ |
| | ING ASSEMBLIES SEPERATING USEABLE SPACE |
| | INTO 2 OR MORE APPROXIMATE AREAS WITH NO |
| | AREA GREATER THAN 500 SQ FT. DRAFTSTOP- |
| | PING SHALL BE PROVIDED PARALLEL TO THE |
| | MAIN FRAMING MEMBERS. |
| | |
| | 9) PLANS DO NOT DETAIL FLOOR INSULATION |
| | BETWEEN THE 2ND FL LEVEL & THE GARAGE |
| | CEILING. |
| | |
| | 10) PLANS INDICATE THE USE OF SEMCO |
| | PRODUCTS, NO LONGER IN BUSINESS! THE |
| | SAME HOLDS TRUE WITH HUGHES PRODUCTS, |
| | DELETE NOTES & UPDATE MANUFACTURER AND |
| | MODEL NUMBER, ALL REFRENCES. |
| | 1707.3.1 JOIST HANGERS, FRAMING |
| | ANCHORS & SIMILAR DEVICES SHALL BE TEST- |
| | ED IN ACCORDANCE W/ ASTM D 1761 & BE |
| | LABELED AND LISTED FOR THEIR LOAD CARRY- |
| | ING CAPACITY. |
| | |
| | 11)A-2 INDICATES THE UPLIFT VALUES |
| | OF THE TRUSSES & GIRDERS, NO MANUFACTUER |
| | INFORMATION IS GIVEN FOR HOLD DOWN |
| | DEVICES, INDICTE MANUFAC./ MODEL. |
| | |
| | 12) SHEET A-4 SECTION 1 TYPICAL 2-STORY, |
| | TABLE600 FOOTNOTE "I", THE FIRE RESIS- |
| | TANCE REQUIREMENTS FOR EXTERIOR WALLS |
| | WITHIN 5'-0" OR LESS IN HORIZONTAL SEPER |
| | ATION SHALL BE BASED UPON INTERIOR AND |
| | EXTERIOR FIRE EXPOSURE. SEE 709.6.6.2 |
| | FOR WOOD FRAME ASSEMBLY IS EQUAL TO THE |
| | SUM OF THE TIME ASSIGNED TO THE MEMBRANE |
| | ON THE FIRE EXPOSED SIDE, THE TIME |
| | ASSIGNED TO THE FRAMING MEMBERS AND THET |
| | IME ASSIGNED FOR ADDITIONAL CONTRIBUTION |
| | BY OTHER PROTECTIVE MEASURES SUCH AS |
| | INSULATION. THE MEMBRANE ON THE |
| | UNEXPOSED SIDE SHALL NOT BE INCLUDED IN |
| | DETERMINING THE FIRE RESISTANCE OF THE |
| | ASSEMBLY. |
| | THE TOTAL TIME WHEN ADDING THE 1/2" |
| | DRYWALL, INSULATION & 2X4 FRAMING ADDS |
| | UP TO 50 MINUTES(2ND FLOOR). BETWEEN THE |
| | FIRST FLOOR CEILING AND FLOOR OF THE |
| | SECOND FLOOR NO INSULATION IS DETAILED,( |
| | REQUIRED FOR ENERGY CODE), HOW WILL THE |
| | 1 HR RATING BE ACHIEVED FROM BOTH SIDES? |
| | |
| | 13) THIS SECOND FLOOR SAME SHEET AS |
| | ABOVE, NEEDS CLARIFICATION, CONTINIOUS |
| | LOAD PATH OF RESISTANCE NEEDS TO BE |
| | ACHEIVED, USE A CURRENT MANUFACTURER OF |
| | HURRICANE RESISTANT STRAP, DELETE NOTE |
| | "STRAP EMBEDDED INTO CONCRETE 6" WHERE |
| | A WOOD TO WOOD CONNECTIONS ARE REQUIRED! |
| | THIS SAME DETAIL INDICATES NO RIM |
| | JOIST, BAND BOARD, WHAT WILL THE STRAPSF |
| | ROM THE STUDS 2ND FLOOR FASTEN TO? |
| | CONTINIOUS PATH! ALSO 2X4 BLOCKING, IF |
| | THE STUD STRAPPING IS TO BE FASTENED TO |
| | THE BLOCKING, HOW SHALL CONTINIOUS PATH |
| | OCCUR? |
| | |
| | 14) SHEET A-2 NOTE #3 THE ARCHETECT OF |
| | RECORD NOTES THAT "THE TRUSS BRACING ON |
| | THIS PLAN SUPERCEDES THE BRACING SHOWN |
| | ON THE TRUSS ENGINEERS SHOP DRAWINGS. |
| | DOES THIS MEAN IF THERE IS A FAILURE DO |
| | TO BRACING THE ARCHETECT OF RECORD SHALL |
| | RESUME RESPONSIBILITY? ASECOND ISSUE |
| | WOULD BE INSPECTIONS? |
| | |
| | 15)IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY, PLANS STAMPED BY THEM AND |
| | COPY OF RECEIPT SUBMITTED TO CITY OF |
| | WEST PALM BEACH BUILDING DEPARTMENT, |
| | BEFORE A BUILDING PERMIT CAN BE ISSUED. |
| | |
| | 16)A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 17) A COPY OF THE CALCULATED VALUE AND |
| | ASSOCIATED PERMIT FEES ARE ATTACHED. |
| | |
| | ANY QUESTIONS PLEASE CALL, |
| | JIM WITMER |
| | BUILDING PLAN REVIEW |
| | DEPARTMENT OF CONSTRUCTION SERVICES |
| | CITY OF WEST PALM BEACH |
| | (561) 659-8096 EXT. 8412 |
