| Date |
Text |
| 2002-07-18 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02060522 |
| | ADD: 701 HUNTER ST |
| | CONT: PHILIP E. JOHNSON, INC |
| | TEL: 575-1172 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2)ALL INFORMATION, DRAWINGS, SPECIF- |
| | ICATIONS AND ACCOMPANYING DATA SHALL |
| | BEAR THE NAME AND SIGNATURE OF THE |
| | PERSON RESPONSIBLE FOR THE DESIGN. |
| | CITY AMENDMENTS 104.2.1 |
| | |
| | 3)1606.1.1 EXC (4) AF&PA WOOD FRAME |
| | CONSTRUCTION MANUAL FOR ONE & TWO |
| | FAMILY - 1995 SBC HIGH WIND EDITION |
| | 1996 SHALL BE PERMITTED FOR APPLICABLE |
| | WOOD FRAME BUILDINGS OF GROUP 3 OCCU- |
| | PANCY FOR A BABIC WIND SPEED OF 146 MPH |
| | OR LESS IN EXPOSURE B AND 124MPH OR LESS |
| | IN EXPOSURE C IN ACCORDANCE WITH FIGURE |
| | 1606 AND SECTION 1606.1.8.PLANS ARE TO |
| | BE DESIGNED TO THIS MANUAL IF NOT DESIGN |
| | ED BY A DESIGN PROFESSIONAL. |
| | |
| | 4)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. |
| | |
| | 5)PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| | AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| | EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| | TION. |
| | |
| | 6)FIGURE 1606 WIND-BORNE DEBRIS |
| | REGION; INDICATES THAT W.P.B. CITY OF IS |
| | LOCATED IN THE 140 MPH ZONE. PLANS ARE |
| | TO INDICATE THIS. |
| | |
| | 7)FL. BLD CODE 1606.1.7 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. |
| | |
| | 8) 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.MISSING REPORTS: |
| | A) WINDOWS |
| | B) MULLIONS |
| | C) EXT DOORS |
| | D) ROOFING ASSEMBLIES |
| | E) STORM SHUTTERS |
| | |
| | 9) 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. |
| | |
| | 10)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. |
| | |
| | 11) 1606.4.4 ANCHOR METHODS. PROVIDE |
| | INFORMATION FOR INSTALLATION OF DOOR |
| | AND WINDOW BUCKS. |
| | |
| | 12) 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. |
| | DEMONSTRATE THE MANUFACTURER OF THE |
| | STRAP AND LOADS TO BE IMPOSED, BOTTOM |
| | PLATE, TOP PLATE, AND TOP OF STUD TO |
| | TRUSS ANCHOR. MAN. & MODEL #. |
| | |
| | 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) 2304.5 CLEARENCE BETWEEN WOOD SIDING |
| | & EARTH ON THE EXTERIOR OF A BUILDING |
| | SHALL NOT BE LESS THAN 6" EXCEPT WHERE |
| | SIDING, SHEATHING AND FRAME WALL ARE OF |
| | APPROVED DURABLE WOOD OR APPROVED PRE- |
| | SERVATIVE TREAATED WOOD. |
| | |
| | 16)FL BLD CODE 2309.6 ATTIC ACCESS, PRO- |
| | VIDE ATTIC ACCESS 20"X36". |
| | |
| | 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. |
