| Date |
Text |
| 2003-08-13 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03071439 |
| | ADD: 1608 LAKE AVE |
| | CONT: PAUL NEWMAN |
| | TEL: (561)719-4248 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | ASSUMPTIONS: EXISTING RESIDENCE IS TO BE |
| | USED AS A SINGLE FAMILY RESIDENCE. |
| | |
| | ACTION: DENIED |
| | |
| | 1) PROVIDE 2 CURRENT COPIES OF SIGNED & |
| | SEALED SURVEYS WITH PROPOSED IMPROVEMENT |
| | TO BE COMPLETED. |
| | PLANS, SPECIFICATIONS,REPORTS OR |
| | OTHER DOCUMENTS PREPARED BY THE DESIGN |
| | PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND |
| | SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| | TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEERS |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | |
| | SURVEY'S ARE NOT SEALED. |
| | |
| | 2) THE OUTDOOR POOL SHALL COMPLY WITH |
| | SECTION 424.2.17.1 THROUGH 424.2.17.1.15 |
| | |
| | 3)BED & BREAKFAST BEING A R-3 CLASSIFICA |
| | TION ( ROOMING HOUSE) BY DEFINITION |
| | MEETS THE REQUIREMENTS FOR SECTION 425, |
| | PUBLIC LODGING ESTABLISHMENTS |
| | 425.3.4.1 SPECIALIZED SMOKE DETECTORS, |
| | FOR THE DEAF AND HEARING-IMPAIRED SHALL |
| | BE MADE AVAILABLE UPON REQUEST BY GUESTS |
| | IN TRANSIENT PUBLIC LODGING ESTABLISH- |
| | MENTS. |
| | |
| | 4) MEASUREMENTS OF MEANS OF EGRESS, |
| | DOORWAYS 1003.2.3.1 THE CLEAR OPENING AT |
| | SWING DOORS SHALL BE MEASURED BETWEEN |
| | THE FACE OF THE DOOR AND THE STOP, WITH |
| | THE DOOR AND THE STOP, WITH THE DOOR |
| | OPEN 90 DEGREES. |
| | TABLE 1004 HEADING: MINIMUM CLEAR OPEN- |
| | ING OF EXIT DOORS FOR R-3 32". |
| | SEE THE FRENCH ENTRY DOORS LISTED AS |
| | DOOR# 10 AS (2) 2'-6" DOORS. CLEAR OPEN- |
| | ING WOULD BE APPROX. 28". |
| | |
| | 5) CONTRACTOR HAS SUBMITTED IMPACT AND |
| | NON IMPACT PRODUCT APPROVAL FOR WINDOWS |
| | AND DOORS. PLEASE PROVIDE A KEY PLAN |
| | WHICH IDENTIFIES ALL OPENINGS AND A |
| | LIST OF WHICH OPENINGS ARE TO BE IMPACT |
| | RATED AND WHICH AREN'T. THIS WILL ALSO |
| | TIE TO THE STORM SHUTTER REQUIREMENTS |
| | LISTED BELOW: |
| | 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. SAMPLE ATTACHED. |
| | |
| | 6) 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) CASEMENT WINDOWS |
| | B) MULLIONS |
| | C) FRENCH DOORS W/ SIDE LIGHTS |
| | D) GARAGE OVERHEAD DOORS |
| | |
| | 7)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. |
| | |
| | 8)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. |
| | |
| | 9)DISCREPANCY BETWEEN A-03 / A-12 AND |
| | WINDOW SCHEDULE, THE BATH WINDOW "D", |
| | A SECOND ISSUE IS THE WINDOW"C" ELEVA- |
| | TIONS VS THE WINDOW SCHEDULE. |
| | |
| | 10) SHEET A-03 INDICATES THE USE OF |
| | VANGUARD PRE-FAB FIREPLACE: |
| | 2806.1.2 FACTORY BUILT FIREPLACES |
| | SHALL BE TESTED IN ACCORDANCE WITH AND |
| | MEET THE REQUIREMENTS OF UL 127. |
| | CHIMNEYS FOR THE USE WITH FACTORY- |
| | BUILT FIREPLACES SHALL MEET THE |
| | REQUIREMENTS OF UL 127. |
| | 2810 FRESH AIR INTAKES, FRESH AIR |
| | INTAKESSHALL BE SCREENED WITH A CORRO- |
| | SION RESITANT MATERIAL NOT LARGER THAN |
| | 1/2 INCH MESH. FRESH AIR INTAKES SHALL |
| | NOT BE TAKEN FROM A LOCATION CLOSER THAN |
| | 10 FT FROM ANY CHIMNEY OR VENT OUTLET OR |
| | SANITARY SEWER VENT OUTLET, UNLESS SUCH |
| | VENT IS NOT LESS THAN 24" ABOVE THE |
| | FRESH AIR VENT. FRESH AIR INTAKE VENTS |
| | LOCATED ON THE ROOFS WILL BE PROPERLY |
| | MARKED WITH A UNIVERSAL MARKING, |
| | ***"INTAKE"***, PERMANETLY ATTACHED. |
| | SEE 705.1.1.4 FOR FIRE PROTECTION. |
| | |
| | 11) ADDITIONAL INFORMATION REQUIED: |
| | VARIOUS DETAIL SHEETS INDICATETHE USE |
| | OF (2) 2X10 LEDGERS BUT NO DEPTH DIMEN- |
| | SION IS PROIDED FOR ANY FASTENER. |
| | |
| | 12) SHEET A06/A-08 ROOF FRAMING PLANS |
| | DO NOT PROVIDE UPLIFT INFORMATION. |
| | 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. |
| | 1609.4.3 LOAD REDUCTION. |
| | WHEN STRUCTURAL EFFECTS DUE TO TWO OR |
| | MORE LOADS IN COMBINATION WITH DEAD LOAD |
| | ARE INVESTIGATED IN LOAD COMBINATIONS OF |
| | 1609.4.1 OR 1609.4.2, THE COMBINED |
| | EFFECTS DUE TO THE TWO OR LOADS MULTI- |
| | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD |
| | LOADS SHALL NOT BE LESS THAN THE EFFECTS |
| | FROM THE LOAD COMBINATION OF THE DEAD |
| | LOAD PLUS THE LOAD PRODUCING THE LARGEST |
| | EFFECTS. INCREAS IN ALLOWABLE STRESS SPE |
| | CIFIED IN THE MATERIALS SECTIONS OF THIS |
| | CODE OR A REFRENCED STANDARD SHALL NOT |
| | BE USED WITH THESE LOAD COMBINATIONS |
| | EXCEPT THAT A DURATION OF LOAD INCREASE |
| | SHALL BE PERMITTED IN ACCORDANCE WITH |
| | CHAPTER 23. |
| | PROVIDE A TRUSS ANCHOR SCHEDULE! |
| | 1606.2.4. MAIN WIND FORCE RESISTING |
| | SYSTEM,SHALL BE DESIGNED FOR VERTICAL |
| | AND HORIZONTAL LOADS BASED ON THE COM- |
| | BINED LEEWARD AND WINDWARD PRESSURES |
| | FOR WALLS AND ROOFS. |
| | SHEET A-14 NOTE FOR SIMPSON ANCHOR |
| | ETA-14, NOT IN THE CURRENT 2003 HIGH |
| | WIND CATALOG. PROVIDE NEW ANCHOR. |
| | |
| | 13)1503.4.2 OVERFLOW DRAINS SHALL BE |
| | THE SAME SIZE AS ROOF DRAINS, INSTALLED |
| | WITH THE INLET FLOW LINE LOCATED 2" |
| | ABOVE THE LOWEST POINT OF THE ROOF LINE. |
| | OVERFLOW SCUPPERS SHALL BE A MINIMUM OF |
| | 4"IN HEIGTH AND SHALL BE PLACED IN WALLS |
| | OR PARARETS WITH THE INLET FLOW LINE |
| | NOT LESS THAN 2" ABOVE THE ROOF SURFACE. |
| | |
| | 14) 1503.4.4 PROTECTION AGAINST DECAY & |
| | TERMITES. CONDENSATE LINES & ROOF DOWN |
| | SPOUTS SHALL DISCHARGE AT LEAST 1 FT. |
| | AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EX- |
| | TENSIONS, OR SPLASH BLOCKS. |
| | |
| | 15)1015.2 HEIGHT. GUARDRAILS SHALL |
| | FORM A VERTICAL PROTECTIVE BARRIER NOT |
| | LESS THAN 42" HIGH. |
| | 1015.3 OPENINGS. OPEN GUARDRAILS |
| | SHALL HAVE INTERMEDIATE RAILS OR ORNA- |
| | MENTAL PATTERNS SUCH AS A 4" DIAMETER |
| | SPHERE CAN NOT PASS THROUGH. A BOTTOM |
| | RAIL OR CURB SHALL BE PROVIDED THAT WILL |
| | REJECT THE PASSAGE OF 2" DIAMETER |
| | SPHERE. |
| | |
| | 16)1608.2.3 THE GUARDRAIL SYSTEM SHALL |
| | BE DESIGNED AND CONSTRUCTED TO RESIST A |
| | 200 LB CONCENTRATED HORIZONTAL LOAD |
| | APPLIED ON A 1 SQ FT AREA AT ANY POINT |
| | IN THE SYSTEM INCLUDING INTERMEDIATE |
| | RAILS OR OTHER ELEMENTS SERVING THIS |
| | PURPOSE. |
| | |
| | 17) SHEET A-16 STAIRS, NOTE NOT CLEAR |
| | #5'S @6" IS THIS FOR TOP AND BOTTOM |
| | REBAR TO BE AT 6" O. C. |
| | |
| | 18) SAME DETAIL WHAT TYPE OF FINISH |
| | MATERIALS IS THE BALCONY MADE OF? |
| | |
| | 19) ADDITIONAL INFORMATION: A-14/A-15 |
| | BOTH ARE INDICATED TO HAVE A RAISED |
| | PLANTER, PROVIDE THE LOAD CALCULATION |
| | PROVIDE INFO FOR THE HANGERS, IS THE |
| | DECK BEING 3/8 " A TYPO? |
| | |
| | 20) PROVIDE CAST-CRETE LINTEL SHEETS. |
| | |
| | 21)*******BUILDING OFFICIAL HAS DETER- |
| | MINED THAT THIS WILL NOT BE A R-3 RESI- |
| | DENCE BED & BREAKFAST BUT A R-1 BOARDING |
| | HOUSE WITH 6 UNITS. THE ADDITION TO THE |
| | EXISTING RESIDENCE WILL BE CONSIDERED A |
| | SEPERATE 6TH GUEST ROOM. THE PLANS INDI- |
| | CATE A 1-HR WALL SEPERATING THE TENANT |
| | SPACE FROM THE COMMON LIVING QUARTERS. |
| | |
| | 22) SINCE THE REVIEW IS NOW A R-1 BOARD- |
| | ING HOUSE FL ACCESSIBILITY NOW BECOMES A |
| | ISSUE. AN ACCESSIBLE ROUTE TO ALL COMMON |
| | AREAS,RAMPS, NOT STEPS, VERTICAL ACCESSI |
| | BILITY TO NOT ONLY THE OFFICE, DINING |
| | ROOM, BOTH LAUNDRY AREAS, THE SECOND |
| | FLOOR UNITS AND ALL COMMON AREAS. |
| | |
| | THE BATHROOMS COMMON MUST MEET TURNING |
| | REQUIREMENTS AS WELL AS THE HANDICAPPED |
| | UNIT. |
| | |
| | 23) 11-4.1.3(1) AT LEAST ONE ACCESSIBLE |
| | ROUTE COMPLYING WITH 11-4.3 SHALL |
| | CONNECT ACCESSIBLE BUILDING OR FACILITY |
| | ENETRANCES WITH ALL ACCESSIBLE SPACES |
| | AND ELEMENTS WITHIN THE BUILDING OR |
| | FACILITY. |
| | |
| | 24) 11-4.1.2 VERTICAL ACCESSIBILITY, |
| | NOTHING IN THIS CODE SHALL BE CONSTRUED |
| | TO RELIEVE THE OWNER OF ANY BUILDING, |
| | SSTRUCTURE OR FACILITY FROM THE DUTY TO |
| | PROVIDE VERTICAL ACCESSIBILITY TO ALL |
| | LEVELS ABOVE OR BELOW THE OCCUPIABLE |
| | GRADE LEVEL. |
| | |
| | 25)11-4.1.6(H) IF A PARTICULAR |
| | ENTRANCE IS NOT MADE ACCESSIBLE, APPRO- |
| | PRIATE ACCESSIBLE SIGNAGE INDICATING THE |
| | LOCATION OF THE NEAREST ACCESSIBLE |
| | ENTRANCE(S) SHALL BE INSTALLED AT OR |
| | NEAR THE INACCESSIBLE ENTRANCE, SUCH |
| | THAT A PERSON WITH DISABILITIES WILL |
| | NOT BE REQUIRED TO RETRACE THE APPROACH |
| | ROUTE FROM THE INNACCESSIBLE ENTRANCE. |
| | |
| | 26)11-4.8.2 SLOPE & RISE. THE LEAST |
| | POSSIBLE SLOPE SHALL BE USED FOR ANY |
| | RAMP. THE MAXIMUM SLOPE FOR A RAMP IN |
| | NEW CONSTRUCTION SHALL BE 1 TO 12. THE |
| | MAXIMUM RISE FOR RUN SHALL BE 30" (SEE |
| | FIGURE 16). |
| | |
| | 27)11-4.13.6 MANEUVERING CLEARENCES |
| | AT DOORS. MINIMUM MANEUVERING CLEARENCES |
| | AT DOORS THAT ARE NOT AUTOMATIC OR |
| | POWER-ASSISTED SHALL BE AS SHOWN IN |
| | FIG. 25. THE FLOOR OR GROUND AREA WITH |
| | IN THE REQUIRED CLEARENCES SHALL BE |
| | CLEAR & LEVEL. |
| | |
| | 28) 11-4.13.5 DOORWAYS, MINIMUM |
| | CLEAR WIDTH: DOORWAY SHALL HAVE A MINI- |
| | MUM CLEAR OPENING OF 32" WITH THE DOOR |
| | OPEN 90 DEGREES, MEASURED BETWEEN THE |
| | FACE OF THE DOOR AND THE OPPOSITE STOP. |
| | |
| | 29)11.4.3.11AREAS OF RESCUE ASSISTANCE |
| | INDICATE LOCATION AND CONSTRUCTION TYPE |
| | FOR AREAS OF REFUGE, INDICATE ON PLAN |
| | WHICH CASE USED (1-7). |
| | |
| | 30)11-4.3.11.2 STAIRWAY WIDTH, EACH |
| | STAIRWAY ADJACENT TO AN AREA OF RESCUE |
| | SHALL HAVE A MINIMUM CLEAR WIDTH OF |
| | 48" BETWEEN HANDRAILS. |
| | |
| | 31)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. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| | THE PLANS WHEN RESUBMITTING PLANS. A |
| | TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW COMMENT NUMBER, WITH A DESCRIP- |
| | TION OF THE REVISION MADE, IDENTIFYING |
| | THE SHEET OR SPECIFICATION PAGE WHERE |
| | THE CHANGE CAN BE FOUND, WILL HELP TO |
| | EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR |
| | COOPERATION . |
| | JIM WITMER |
| | PLAN REVIEW |
| | (561)805-6715 |
| | FAX: (561)659-8026 |
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| | JIM WITMER |
| | BUILDING PLAN REVIEW |
