| Date |
Text |
| 2002-06-06 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02041953 |
| | ADD: LOT#30 SEC#6 RENAISSANCE |
| | CONT: HOME DYNAMICS |
| | TEL:(954) 520-1698 (MIKE HANLEY) |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 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. |
| | THIS REPORT PAGE 9 OF 9 LIMITATIONS, |
| | RESTATES THAT NOT SUFFICIENT FOR A FINAL |
| | DESIGN OF THE FOUNDATION SYSTEM. |
| | |
| | 4) SH.A-1 CENTER BOTTOM OF PAGE DISCREP- |
| | ANCY, PLANS READ " CONFORM TO 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. |
| | A) CLOSPAY OVERHEAD GARAGE DOOR; HIGH- |
| | LIGHT WHICH MODEL SHALL BE USED FOR |
| | PRESSURES DESIGN. |
| | B) MISSING REPORT FOR THE FRONT ENTRY |
| | DOOR. PROVIDE DADE COUNTY OR SBCCI RE- |
| | PORT, (2 COPIES). |
| | C) MISSING ROOFING ASSEMBLIES REPORT, |
| | DADE COUNTY OR SBCCI ARE ACCEPTED. |
| | D) 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. |
| | E) 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. |
| | F)PROVIDE (2) PRODUCT APPROVALS, KEY |
| | PLANS AND INSTALLATION SCHEDULES |
| | INDICATING THE SPECIFIC TYPES OF ANCHORS |
| | TO BE USED FOR STORM PANELS. |
| | |
| | 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. |
| | |
| | 7) PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| | AS REQUIRED BY THE 1997 FLORIDA ENERGY |
| | EFFICIENCY CODE FOR BUILDING |
| | CONSTRUCTION. |
| | |
| | 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 INDICATE INSULATION |
| | BENEATH THE 2ND FLOOR ABOVE THE GARAGE |
| | CEILING. |
| | |
| | 10) PLANS INDICATE THE USE OF SEMCO |
| | STRAPS, NO LONGER IN BUSINESS!THE SAME |
| | WITH HUGHES PRODUCTS, DELETE THESE NOTES |
| | ADD CURRENT MANUFACTURER & MODEL. |
| | |
| | 11)SHEET A-2 INDICATES THE UPLIFT VALUES |
| | OF THE TRUSSES & GIRDERS, NO MANUFAC- |
| | TURER INFORMATION OR MODEL NUMBER |
| | SPECIFIED. |
| | |
| | 12) SHEET A-4 SECTION 1 TYPICAL 2-STORY: |
| | TABLE 600 FOOTNOTE "I", THE FIRE RESIS- |
| | TANCE REQUIREMENTS FOR EXTERIOR WALLS |
| | WITH 5' OR LESS HORIZONTAL SEPERATION |
| | SHALL BE BASED UPON BOTH INTERIOR AND |
| | EXTERIOR FIRE EXPOSURES. |
| | 709.6.2.2 THE FIRE RESISTANCE RATING OF |
| | A WOOD FRAMED 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 THE |
| | TIME ASIGNED 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 FLOORCEILING AND FLOOR OF THE |
| | SECOND FLOOR NO INSULATION IS DETAILED, |
| | HOW WILL THE 1 HR RATING BE ACHIEVED |
| | FROM BOTH SIDES? |
| | |
| | 13) THIS SECOND FLOOR DETAIL NEEDS CLARI |
| | FICATION, A CONTINIOUS LOAD PATH OF |
| | RESISTANCE NEEDS TO BE ACHIEVED, USE A |
| | CURRENT MANUFACTURER OF THE HURRICANE |
| | RESISTANT STRAP, DELETE THE NOTE "STRAP |
| | EMBEDDED 6" INTO CONCRETE 6"" WHERE WOOD |
| | TO WOOD CONNECTIONS ARE REQUIRED! |
| | THIS SAMEDETAIL INDICATES NO RIM |
| | JOIST, BAND BOARD, WHAT WILL THE STRAPS |
| | FROM THE STUDS FASTEN TO? CONTINIOUS |
| | PATH! ALSO 2X4 BLOCKING, IF THE STUD |
| | STRAPPING IS TO FASTEN TO THE BLOCKING, |
| | HOW WILL CONTINIOUS PATH OCCUR? |
| | |
| | 14) SHEET A-2 NOTE# 3 THE ARCITECT OF |
| | RECORD NTOES THAT"THE TRUSS BRACING ON |
| | THIS PLAN SUPERSEDES THE BRACING SHOWN |
| | ON THE TRUSS ENGINEERER'S SHOP DRAWINGS. |
| | DOES THIS MEAN THERE IS A FAILURE DO TO |
| | BRACING THE ARCHETECT SHALL RESUME |
| | RESPONSIBILITY? A SECOND ISSUE WOULD BE |
| | INSPECTIONS? |
| | |
| | 15) PLEASE INDICATE THE WALL HEIGTH BE- |
| | HIND THE WATER CLOSET? 1203.2.6 EX(3) |
| | DOES ALLOW MIN. 5'-0", SEE QUALIFYING |
| | STATEMENT. |
| | |
| | 16)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. |
| | |
| | 17) A COPY OF THE CALCULATED VALUE AND |
| | ASSOCIATED PERMIT FEES ARE ATTACHED. |
| | |
| | 18) THE SIDE ENTRY WALL & GATE AS DEPICT |
| | ED 5'-0" FROM THE BUILDING SHALL BE PART |
| | OF THE BUILDING PERMIT, THERE IS NO |
| | OTHER INFORMATION AS TO WHAT WILL OCCUR |
| | AFTER THIS POINT! |
| | |
| | 19)PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | ANY QUESTIONS PLEASE CALL, |
| | JIM WITMER |
| | BUILDING PLAN REVIEW |
| | DEPARTMENT OF CONSTRUCTION SERVICES |
| | CITY OF WEST PALM BEACH |
| | (561) 659-8096 EXT. 8412 |
