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 |
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| ASSUMPTIONS: EXISTING RESIDENCE IS TO BE |
| USED AS A SINGLE FAMILY RESIDENCE. |
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| ACTION: DENIED |
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| 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 |
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| SURVEY'S ARE NOT SEALED. |
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| 2) THE OUTDOOR POOL SHALL COMPLY WITH |
| SECTION 424.2.17.1 THROUGH 424.2.17.1.15 |
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| 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. |
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| 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". |
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| 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. |
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| 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 |
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| 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. |
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| 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. |
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| 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. |
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| 11) ADDITIONAL INFORMATION REQUIED: |
| VARIOUS DETAIL SHEETS INDICATETHE USE |
| OF (2) 2X10 LEDGERS BUT NO DEPTH DIMEN- |
| SION IS PROIDED FOR ANY FASTENER. |
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| 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. |
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| 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. |
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| 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. |
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| 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. |
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| 17) SHEET A-16 STAIRS, NOTE NOT CLEAR |
| #5'S @6" IS THIS FOR TOP AND BOTTOM |
| REBAR TO BE AT 6" O. C. |
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| 18) SAME DETAIL WHAT TYPE OF FINISH |
| MATERIALS IS THE BALCONY MADE OF? |
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| 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? |
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| 20) PROVIDE CAST-CRETE LINTEL SHEETS. |
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| 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. |
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| 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. |
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| THE BATHROOMS COMMON MUST MEET TURNING |
| REQUIREMENTS AS WELL AS THE HANDICAPPED |
| UNIT. |
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| 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. |
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| 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. |
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| 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. |
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| 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). |
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| 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. |
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| 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. |
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| 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). |
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| 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. |
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| 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 |