| 2006-03-15 00:00:00 | 05120948 |
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| | 1) FL STATUTES. 713.13. NOTICE OF |
| | COMMENCEMENT, TO BE FILED WITH THE CLERK |
| | OF THE COURT BEFORE A PERMIT WILL BE |
| | ISSUED. NOTE: 713.13(2) IF THE WORK |
| | DESCRIBED IN THE NOTICE OF COMMENCEMENT |
| | IS NOT ACTUALLY COMMENCED WITHIN 90 DAYS |
| | AFTER THE RECORDING THEREOF, SUCH NOTICE |
| | IS NULL & VOID. |
| | |
| | 2) IMPACT FEES. THE PLANS SHALL BE TAKEN |
| | TO PALM BEACH COUNTY BUILDING DEPARTMENT |
| | FOR IMPACT FEE ASSESSMENT. THEY SHALL BE |
| | STAMPED AT THAT OFFICE AND A COPY OF THE |
| | PAID RECEIPT SUBMITTED TO THE CITY OF |
| | WEST PALM BEACH DEPT OF CONSTRUCTION |
| | SERVICES BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 3) 109.3.10* IMPACT OF CONSTRUCTION. ALL |
| | CONSTRUCTION ACTIVITY REGULATED BY THIS |
| | CODE SHALL BE PERFORMED IN A MANNER SO |
| | AS NOT TO ADVERSELY IMPACT THE CONDITION |
| | OF ADJACENT PROPERTY, UNLESS SUCH |
| | ACTIVITY IS PERMITTED TO AFFECT SAID |
| | PROPERTY PURSUANT TO A CONSENT BY THE |
| | APPLICABLE PROPERTY OWNER, UNDER TERMS & |
| | CONDITIONS AGREEABLE TO THE APPLICABLE |
| | PROPERTY OWNER. THIS INCLUDES BUT IS NOT |
| | LIMITED TO THE CONTROL OF DUST, NOISE, |
| | WATER OR DRAINAGE RUN-OFF, DEBRIS, AND |
| | THE STORAGE OF CONSTRUCTION MATERIALS. |
| | NEW CONSTRUCTION ACTIVITY SHALL NOT |
| | ADVERSELY IMPACT HISTORIC SURFACE WATER |
| | DRAINAGE FLOWS SERVING ADJACENT |
| | PROPERTIES, & MAY REQUIRE SPECIAL |
| | DRAINAGE DESIGN COMPLYING WITH |
| | ENGINEERING STANDARDS TO PRESERVE THE |
| | POSITIVE PATTERNS OF THE AFFECTED |
| | SITES. ACCORDINGLY, DEVELOPERS, |
| | CONTRACTORS, AND OWNERS OF ALL NEW |
| | RESIDENTIAL DEVELOPMENT, INCLUDING |
| | ADDITIONS, POOLS, PATIOS, DRIVEWAYS, |
| | DECKS, OR SIMILAR ITEMS, ON EXISTING |
| | PROPERTIES RESULTING IN A DECREASE IN |
| | EXCESS OF 800SQ FT OF PERMEABLE LAND |
| | AREA ON ANY PARCEL SHALL AS A PERMIT |
| | CONDITION, PROVIDE A PROFESSIONALLY |
| | PREPARED DRAINAGE PLAN CLEARLY |
| | INDICATING COMPLIANCE WITH THIS |
| | PARAGRAPH. UPON COMPLETION OF THE |
| | IMPROVEMENT, A CERTIFICATE FROM A |
| | LICENSED ENGINEER SHALL BE SUBMITTED TO |
| | THE INSPECTOR IN ORDER TO RECEIVE |
| | APPROVAL OF THE FINAL INSPECTION. |
| | |
| | 4) (2004 FBC) 106.1.1 INFORMATION ON |
| | CONSTRUCTION DOCUMENTS. CONSTRUCTION |
| | DOCUMENTS SHALL BE OF SUFFICIENT CLARITY |
| | TO INDICATE THE LOCATION, NATURE & |
| | EXTENT OF THE WORK PROPOSED & SHOW IN |
| | DETAIL THAT IT WILL CONFORM TO THE |
| | PROVISIONS OF THIS CODE AND RELEVANT |
| | LAWS, ORDINANCES, AND RULES AND |
| | REGULATIONS AS DETERMINED BY THE |
| | BUILDING OFFICIAL. |
| | |
| | 5) FBC.1609.1.4 PROTECTION OF OPENINGS. |
| | IN WIND-BORNE DEBRIS REGIONS, EXTERIOR |
| | GLAZING THAT RECEIVES POSITIVE PRESSURE |
| | IN THE LOWER 60 FEET (18.3 M) IN |
| | BUILDINGS SHALL BE ASSUMED TO BE |
| | OPENINGS AND THE BALANCE OF GLAZED |
| | OPENINGS IN THE REST OF THE BUILDING |
| | SHALL BE ASSUMED TO BE ZERO UNLESS SUCH |
| | GLAZING THAT RECEIVES POSITIVE PRESSURE |
| | IS IMPACT RESISTANT OR PROTECTED WITH AN |
| | IMPACT RESISTANT COVERING MEETING THE |
| | REQUIREMENTS OF SSTD 12, ASTM E 1886 AND |
| | ASTM E 1996, OR MIAMI-DADE TAS 201, 202 |
| | AND 203 REFERENCED THEREIN AS FOLLOWS: |
| | 1.GLAZED OPENINGS LOCATED WITHIN 30 |
| | FEET (9.1 M) OF GRADE SHALL MEET THE |
| | REQUIREMENTS OF THE LARGE MISSILE TEST. |
| | 2.GLAZED OPENINGS LOCATED MORE THAN |
| | 30 FEET (9.1 M) ABOVE GRADE SHALL MEET |
| | THE PROVISIONS OF THE SMALL MISSILE |
| | TEST. |
| | |
| | 6) EGRESS WINDOWS (2ND/3RD FLOORS) |
| | PROVIDE THE MANUFACTURERS CUT SHEETS |
| | WITH NET CLEAR OPENING SIZES MINIMUM OF |
| | 5.7 SQ FT. |
| | R310.1.1 |
| | |
| | 7)R310.4 THE TEMPORARY INSTALLATION OR |
| | CLOSURE OF STORM SHUTTERS, PANELS, AND |
| | OTHER APPROVED HURRICANE PROTECTION |
| | DEVICES SHALL BE PERMITTED ON EMERGENCY |
| | ESCAPE AND RESCUE OPENINGS DURING THE |
| | THREAT OF A STORM. SUCH DEVICES SHALL |
| | NOT BE REQUIRED TO COMPLY WITH THE |
| | OPERATIONAL CONSTRAINTS OF SECTION |
| | R310.1.4 . WHILE SUCH PROTECTION IS |
| | PROVIDED, AT LEAST ONE MEANS OF ESCAPE |
| | FROM THE DWELLING OR DWELLING UNIT SHALL |
| | BE PROVIDED. THE MEANS OF ESCAPE SHALL |
| | BE WITHIN THE FIRST FLOOR OF THE |
| | DWELLING OR DWELLING UNIT AND SHALL NOT |
| | BE LOCATED WITHIN A GARAGE. OCCUPANTS IN |
| | ANY PART OF THE DWELLING OR DWELLING |
| | UNIT SHALL BE ABLE TO ACCESS THE MEANS |
| | OF ESCAPE WITHOUT PASSING THROUGH A |
| | LOCKABLE DOOR NOT UNDER THEIR CONTROL. |
| | |
| | 8) ) PROVIDE STORM PANEL INFORMATION |
| | INSTALLATION SCHEDULE AND KEY PLANWITH |
| | THE SPECIFIC ANCHORS & MOUNTING DETAILS |
| | FOR ALL NON-IMPACT GLAZING. |
| | |
| | 9)2004 FL. BLD CODE 1603.1.4 THE |
| | FOLLOWING INFORMATION RELATED TO WIND |
| | LOADS SHALL BE SHOWN, REGARDLESS OF |
| | WHETHER WIND LOADS GOVERN |
| | THE DESIGN OF THE LATERAL-FORCE |
| | ?RESISTING SYSTEM OF THE BUILDING. |
| | 1) - BASIC WIND SPEED, MPH |
| | 2) - WIND IMPORTANCE FACTOR, & BUILDING |
| | CLASSIFICATION. |
| | 3) - WIND EXPOSURE |
| | 4) - INTERNAL PRESSURE COEFFICIENT. |
| | 5 ) - COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 10): THOSE PRODUCT APPROVALS WHICH ARE |
| | REGULATED BY DCA RULE 9B-72 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD PRIOR TO SUBMITTAL |
| | FOR JURISDICTIONAL APPROVAL.WPB |
| | AMMENDMENT TO FBC 106.3.3 |
| | A) WINDOWS FIXED AND OPERATABLE |
| | B) EXTERIOR DOORS SWING AND FIXED |
| | C) MULLIONS IF ANY |
| | D) STORM SHUTTERS |
| | E) ROOF ASSEMBLY |
| | F) TRUSS ANCHORS, |
| | PRODUCT APPROVALS SUBMITTED WITH PERMIT |
| | APPLICATION AFTER OCTOBER 1, 2003 ARE |
| | REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN |
| | APPLICATION FOR LOCAL PRODUCT APPROVAL |
| | OR SITE SPECIFIC FORM PER RULE 9B-72. |
| | SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 11) MULTISTORY TOWNHOUSES ARE COVERED BY |
| | THE REQUIREMENTS OF FAIR HOUSING |
| | ACCESSIBILITY GUIDELINES IF THERE ARE |
| | FOUR OR MORE UNITS IN THE BUILDING AND |
| | THE BUILDING CONTAINS ONE OR MORE |
| | ELEVATORS. QUESTIONS AND ANSWERS ABOUT |
| | THE GUIDELINES, 59 FR 33362-33368, JUNE |
| | 28, 1994, QUESTION 13 AND SEE |
| | WWW.FAIRHOUSIGFIRST.ORG/FAQ/TOWNHOUSES.H |
| | |
| | 12) THE BATHROOM DETAIL ON SHEET D-3 |
| | DOES NOT MATCH ANY BATHROOM DETAIL ON |
| | THE FLOOR PLANS. PLEASE CLARIFY. ALSO |
| | SHOW THE DETAIL DRAWING FOR GRAB |
| | BAR BACKING. SEE FHA. PAGE 6.4/6.5/6.12 |
| | |
| | 13)A 30X48? CLEAR FLOOR SPACE MUST BE |
| | PROVIDED AT SHOWER STALLS, PARALLEL TO |
| | THE FIXTURE AND FLUSH WITH THE CONTROL |
| | WALL. TOILET CANNOT BE IN THE CLEAR |
| | FLOOR SPACE. ALSO SHOW THE CLEAR FLOOR |
| | SPACE FOR ALL BATHROOM FIXTURES. |
| | SEE PAGES 7.43 ? 7.56. |
| | |
| | 14) SHEET D-1 INDICATES THE 2ND AND 3RD |
| | BEING POURED AS PART OF THE 2HR RATED |
| | WALL.THE COMMON WALL FOR TOWNHOUSES |
| | SHALL BE CONTINUOUS FROM THE FOUNDATION |
| | TO THE UNDERSIDE OF THE ROOF SHEATHING, |
| | DECK OR SLAB AND SHALL EXTEND THE FULL |
| | LENGTH OF THE COMMON WALL INCLUDING |
| | WALLS EXTENDING THROUGH AND SEPARATING |
| | ATTACHED ACCESSORY STRUCTURES. R317.2.1. |
| | THIS SHEET NEEDS TO BE SEALED AND |
| | SIGNED. (D-1) |
| | |
| | 15) A DETAIL DRAWING OF THE FLOOR |
| | CONNECTION TO THE COMMON WALL IS |
| | REQUIRED SHOWING ALL THE MATERIALS TO BE |
| | USED. ALSO STATE THE LIVE AND DEAD LOAD |
| | OF EACH FLOOR, AND THE SPACING OF THE |
| | TRUSSES. SUBMIT THE INFORMATION FOR THE |
| | FLOOR FROM AMERICAN FLOOR SYSTEM. |
| | |
| | 16) R806.1 ENCLOSED ATTICS AND ENCLOSED |
| | RAFTER SPACES FORMED WHERE CEILINGS ARE |
| | APPLIED DIRECTLY TO THE ROOF RAFTERS |
| | SHALL HAVE CROSS VENTILATION.SHOW |
| | INFORMATION ON DRAWINGS. ALSO SEE FBC |
| | 1203 FOR MORE INFORMATION |
| | |
| | 17) FBC 2320.3.1.2 GROUPS R1, R2 AND R4 |
| | OCCUPANCIES. IN FLOOR-CEILING ASSEMBLIES |
| | SEPARATING USABLE SPACES INTO TWO OR |
| | MORE APPROXIMATE AREAS WITH NO AREA |
| | GREATER THAN 500 SQUARE FEET (46.5 M 2 |
| | ). DRAFTSTOPPING SHALL BE PROVIDED |
| | PARALLEL TO THE MAIN FRAMING MEMBERS IN |
| | THE FLOOR-CEILING ASSEMBLIES OF |
| | MULTIPLE-FAMILY DWELLINGS, MOTELS AND |
| | HOTELS ABOVE AND IN LINE WITH THE TENANT |
| | SEPARATION, WHEN TENANT SEPARATION WALLS |
| | DO NOT EXTEND TO THE FLOOR SHEATHING |
| | ABOVE. |
| | |
| | 18) R324.1 SPRINKLER SYSTEM REQUIREMENTS |
| | FOR BUILDINGS THREE STORIES OR MORE IN |
| | HEIGHT. NFPA 101, AS REGARDING THE |
| | REQUIREMENTS FOR FIRE PROTECTION |
| | SPRINKLERS, IS APPLICABLE TO ALL |
| | MULTIPLE-FAMILY RESIDENTIAL BUILDINGS, |
| | WHETHER DESIGNATED AS TOWNHOUSES, |
| | CONDOMINIUMS, APARTMENT HOUSES, |
| | TENEMENTS, GARDEN APARTMENTS OR BY ANY |
| | OTHER NAME. THE ATTORNEY GENERAL HAS |
| | DETERMINED THAT FOR THE PURPOSE OF THE |
| | FIRE PROTECTION SPRINKLER REQUIREMENTS |
| | IN SECTION 553.895(2), FLORIDA STATUTES, |
| | TOWNHOUSES THAT ARE THREE OR MORE |
| | STORIES TALL AND CONSIST OF THREE OR |
| | MORE UNITS TOGETHER ARE MULTIPLE-FAMILY |
| | DWELLINGS. |
| | |
| | 19) R613.6.2 WINDOW AND DOOR BUCKS. |
| | UNLESS OTHERWISE TESTED, BUCKS SHALL |
| | EXTEND BEYOND THE INTERIOR FACE OF THE |
| | WINDOW OR DOOR FRAME SUCH THAT FULL |
| | SUPPORT OF THE FRAME IS PROVIDED. |
| | SEE SHEET D-4 #5. |
| | |
| | 20) SHEETS S-3 / S-3.1 DO NOT REFLECT |
| | THE SECOND FLOOR AS STATED ON THE |
| | DRAWING INDEX SHEET. THESE SHEETS |
| | REFLECT THE 3RD FLOOR. THE 2ND FLOOR |
| | STRUCTURAL PLANS ARE MISSING FROM THE |
| | PACKAGE. ADJUST THE SHEETS TO SHOW THE |
| | CORRECT FLOOR PLANS. |
| | |
| | 21) SHEET A-9 REFERS TO SHEET (D-6 # 2), |
| | HOWEVER, THERE IS NO #2 DETAIL ON SHEET |
| | D-6. PLEASE MODIFY PLANS ACCORDINGLY TO |
| | REFLECT THE CORRECT DETAIL DRAWINGS. |
| | DETAIL DRAWINGS |
| | SHALL SHOW ALL DIMENSIONS ON THE |
| | DRAWINGS. WHAT IS THE WIDTH, LENGTH AND |
| | HEIGHT OF THE BALCONY? ALSO WHAT TYPE OF |
| | MATERIAL IS THE BRACKET UNDER THE |
| | BALCONY MADE OFF? SHOW THE ATTACHMENT |
| | DETAILS OF EACH OVERHANG AT THE |
| | BALCONIES. |
| | |
| | 22) SHOULD THERE BE A SHEET 5-5 OR S-5? |
| | INDICATE ON THE STRUCTURAL SHEETS THE |
| | DETAILS SHOWN ON SHEETS 5-5 AND SHEET |
| | S-6. |
| | |
| | 23) SUBMIT AN ABBREVIATION SHEET WITH |
| | THE MEANING OF ALL ABBREVIATIONS ON THE |
| | DRAWINGS. |
| | |
| | 24) 11-4.6.2 LOCATION. |
| | ACCESSIBLE PARKING SPACES SERVING A |
| | PARTICULAR BUILDING SHALL BE LOCATED ON |
| | THE SHORTEST SAFELY ACCESSIBLE ROUTE OF |
| | TRAVEL FROM ADJACENT PARKING TO AN |
| | ACCESSIBLE ENTRANCE. IN PARKING |
| | FACILITIES THAT DO NOT SERVE A |
| | PARTICULAR BUILDING, ACCESSIBLE PARKING |
| | SHALL BE LOCATED ON THE SHORTEST |
| | ACCESSIBLE ROUTE OF TRAVEL TO AN |
| | ACCESSIBLE PEDESTRIAN ENTRANCE OF THE |
| | PARKING FACILITY. IN BUILDINGS WITH |
| | MULTIPLE ACCESSIBLE ENTRANCES WITH |
| | ADJACENT PARKING, ACCESSIBLE PARKING |
| | SPACES SHALL BE DISPERSED AND LOCATED |
| | CLOSEST TO THE ACCESSIBLE ENTRANCES. |
| | EACH PARKING SPACE MUST BE NO LESS THAN |
| | 12 FEET (3658 MM) WIDE. |
| | (1) ALL SPACES MUST BE LOCATED ON AN |
| | ACCESSIBLE ROUTE NO LESS THAN 44 INCHES |
| | (1118 MM) WIDE SO THAT USERS WILL NOT BE |
| | COMPELLED TO WALK OR WHEEL BEHIND PARKED |
| | VEHICLES. SHOW THE ACCESSIBLE ROUTE TO |
| | BUILDING #1. SEE ADDITIONAL INFORMATION |
| | IN PACKAGE. |
| | |
| | 25) R312.2 GUARD OPENING LIMITATIONS. |
| | REQUIRED GUARDS ON OPEN SIDES OF |
| | STAIRWAYS, RAISED FLOOR AREAS, BALCONIES |
| | AND PORCHES SHALL HAVE INTERMEDIATE |
| | RAILS OR ORNAMENTAL CLOSURES WHICH DO |
| | NOT ALLOW PASSAGE OF A SPHERE 4 INCHES |
| | (102MM) OR MORE IN DIAMETER. |
| | |
| | 26) R311.5.2 HEADROOM. |
| | THE MINIMUM HEADROOM IN ALL PARTS OF THE |
| | STAIRWAY SHALL NOT BE LESS THAN 6 FEET 8 |
| | INCHES (2036 MM) MEASURED VERTICALLY |
| | FROM THE SLOPED PLANE ADJOINING THE |
| | TREAD NOSING OR FROM THE FLOOR SURFACE |
| | OF THE LANDING OR PLATFORM. SEE PAGES |
| | A-9 / A-10. |
| | |
| | 27) WPB AMENDMENT 105.13.6. W.P.B. |
| | CONSTRUCTION SERVICES DEPARTMENT REQUEST |
| | FOR RESIDENT BUILDINGS A SPECIAL |
| | INSPECTOR AS REQUIRED BY S. 553.79(5) |
| | FLORIDA STATUTES TO THE MIN- IMUM |
| | INSPECTIONS REQUIRED BY THIS CODE. |
| | CONTACT HAROLD PISKURA MANAGER OF THE |
| | SPECIAL INSPECTOR PROGRAM AT (561) |
| | 805-6711 FOR FURTHER INFORMATION BEFORE |
| | THE PERMIT MAY BE ISSUED. |
| | SEE APPLICATION IN PACKAGE. |
| | |
| | 28) 110.2* W. P. B. ADMINISTRATIVE CODE, |
| | INFORMATION THAT IS REQUIRED FOR RECORD |
| | KEEPING & FOR CERTIFICATE OF OCCUPANCY: |
| | A) THE EDITION OFTHE CODE UNDER WHICH |
| | THE PERMIT WAS ISSUED. |
| | B) THE USE AND OCCUPANCY, IN ACCORDANCE |
| | WITH THE PROVISIONS OF CHAPTER 3. |
| | C) THE TYPE OF CONSTRUCTION AS DEFINED |
| | IN CHAPTER 6, TABLE 601. |
| | D) THE DESIGN OCCUPANT LOAD, SEE 1004. |
| | E) IF AN AUTOMATIC SPRINKLER SYSTEM IS |
| | PROVIDED, WHETHER THE SPRINKLER SYSTEM |
| | IS REQUIRED. |
| | F) ANY SPECIAL STIPULATIONS & CONDITIONS |
| | OF THE BUILDING PERMIT. |
| | |
| | MYRON JACOBS |
| | BUILDING PLANS EXAMINER |
| | TEL: (561)805-6726 |
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| 2006-03-11 00:00:00 | |
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