| Date |
Text |
| 2002-08-14 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02070869 |
| | ADD: 3626 N FLAGLER DR |
| | CONT: HINKLEY CONSTRUCTION |
| | TEL: (561)832-3310 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | |
| | 1) CITY CODE CHAPTER 12 DEALS WITH THE |
| | CITY FLOOD PREVENTION & CONTROL.AS INDIC |
| | ATED ON YOUR SURVEY, THIS LOT IS LOCATED |
| | IN A "A5" FLOOD ZONE. THIS REQUIRES A |
| | FINISH FLOOR ELEVATION ON ALL NEW WORK |
| | OF 7'-6". |
| | |
| | SEE CITY CODE FOR "SUBSTANTAIL IMPROVE- |
| | MENTS",AND PROCEDURES FOR APPLYING FOR |
| | VARIANCE.A COPY OF CHAPTER 12 AND VARIAN |
| | CE WILL BE ATTACHED. |
| | |
| | UNLESS THE CONSTRUCTION BOARD OF ADJUST- |
| | MENT AND APPEALS REVIEWS AND APPROVES |
| | THE VARIANCE THE FINISH FLOOR OF HABITAB |
| | LE SPACE SHALL BE 7'-6" NVGD. |
| | |
| | THE EXISTING GARAGE FLOOR IS STILL ANOTH |
| | ER ISSUE, BEING THAT IT HAS A FINISH |
| | FLOOR 5.47 NVGD. FEMA PART 60.3(C)(5) |
| | REQUIRES FOR ALL NEW CONSTRUCTION AND |
| | SUBSTANTIAL IMPROVEMENTS, THAT ARE FULLY |
| | ENCLOSED AREAS BELOW THE LOWEST FLOOR |
| | THAT ARE USABLE SPACE SOLEY FOR PARKING |
| | OF VEHICLES, BUILDING ACCESS OR FOR |
| | STORAGE IN AND AREA OTHER THAN A BASE- |
| | MENT AND WHICH ARE SUBJECT TO FLOODING |
| | SHALL BE DESIGNED TP AUTOMATICALLY |
| | EQUALIZE HYDROSTATIC FLOOD FORCES ON |
| | EXTERIOR WALLS BY ALLOWING FOR THE ENTRY |
| | AND EXIT OF FLOOD WATERS. DESIGNS FOR |
| | MEETING THIS REQUIREMENT MUST EITHER BE |
| | CERTIFIED BY A REGISTERED PROFESSIONAL |
| | ENGINEER OR ARCHITECT OR MEET OR EXCEED |
| | THE FOLLOWING MINIMUM CRITERIA: |
| | A MINIMUM OF (2) OPENINGS HAVING A TOTAL |
| | NET AREA OF NOT LESS THAN ONE SQUARE IN |
| | CH FOR EVERY FOOT OF ENCLOSED AREA SUB- |
| | JECT TO FLOODING SHALL BE PROVIDED. THE |
| | BOTTOM OF ALL OPENINGS SHALL BE NO HIGH- |
| | ER THAN ONE FOOT ABOVE GRADE. OPENINGS |
| | MAYBE EQUIPPED WITH SCREENS,LOUVERS, |
| | VALVES, OR OTHER COVERINGS OR DEVICES |
| | PROVIDED THAT THEY PERMIT THE AUTOMATIC |
| | ENTRY AND EXIT OF FLOODWATERS. |
| | |
| | 2) 3401.7.6 WHEN REPAIRS AND ALTERATIONS |
| | AMOUNTING TO MORE THAN 50% OF THE VALUE |
| | OF THE EXISTING BUILDING ARE MADE IN ANY |
| | 12 MONTH PERIOD, THE BUILDING OR STRUC- |
| | TURE SHALL BE MADE TO CONFORM TO THE |
| | REQUIREMENTS FOR A NEW BUILDING OR EN- |
| | TIRELY BE DEMOLISHED, SEE EXCEPTIONS. |
| | |
| | 3) ROOM 105, THE NEW ADDITION SHALL BE |
| | 6'-6" FROM THE PROPERTY LINE, THIS |
| | CREATES A PROBLEM, TABLE 600. 3'-10' |
| | ALLOWS FOR 20% WALL OPENINGS, FROM 10'- |
| | 20' THE ALLOWABLE OPENING SIZE IS 40%. |
| | EAST AND NORTH ELEVATIONS ARE OVER |
| | ALLOWABLE OPENING AREA. A SECOND |
| | VARIANCE REQUEST TO THE BOARD OF |
| | ADJUSTMENT AND APPEALS MAY BE ONE SOLU- |
| | TION. |
| | |
| | 4)PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| | AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| | EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| | TION. |
| | |
| | SHEET S-3 MAKE CORRECTIONS STATING THE |
| | FL BLDG CODE NOT STANDARD OR SOTHERN |
| | BUILDING CODE. |
| | |
| | 5)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. |
| | |
| | 6)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. |
| | |
| | |
| | 7) 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) DOORS |
| | C) MULLIONS |
| | D) ROOFING ASSEMBLIES |
| | E) STORM SHUTTERS |
| | |
| | 8) 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. |
| | |
| | 9)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. |
| | |
| | 10) 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. |
| | |
| | 11) 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. |
| | |
| | 12)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. |
| | |
| | 13)FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | |
| | 14)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. |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. A TRANSMITTAL LETTER LISTING THE |
| | ORIGINAL REVIEW COMMENT NUMBER, WITH A |
| | DESCRIPTION OF THE REVISION MADE, IDEN- |
| | TIFYING 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 |
| | PLAN REVIEW |
| | TEL: (561)659-8096 EX.8412 |
| | FAX: (561)659-8026 |
