| Date |
Text |
| 2006-04-24 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 0611055 |
| | ADD: 2924 AUSTRALIAN AVE. |
| | CONT: WOLFF & CO |
| | TEL: (561)968-0484 EXT 0 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1STREVIEW |
| | ACTION: DENIED |
| | |
| | 1) WHEN RESUBMITTING PLANS PLEASE |
| | INDICATE THE REVISION & REMOVE & REPLACE |
| | ANY PAGES AS NECESSARY. A TRANSMITTAL |
| | LETTER LISTING THE ORIGINAL REVIEW |
| | COMMENT NUM- BER, WITH A DESCRIPTION OF |
| | THE REVISION MADE, IDENTIFYING THE SHEET |
| | OR SPECIFICA TION PAGE WHERE THE CHANGES |
| | CAN BE FOUND WILL HELP TO EXPEDITE YOUR |
| | PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | |
| | 2) FL S S 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. |
| | |
| | 3) 109.3.10* IMPACT OF CONSTRUCTION. ALL |
| | CONSTRUCTION ACTIVITY REGULATED BY THIS |
| | CODE SHALL BE PERMORMED IN A MANNER SO |
| | AS NOT TO ADVERSLY 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 HISTORICSURFACE WATER |
| | DRAINAGE FLOWS SERVING ADJACENT |
| | PROPERTIES, & MAY REQUIRE SPECIAL |
| | DRAINAGE DESIGNCOMPLYING WITH |
| | ENGINEERING STANDARDS TO PRESERVE THE |
| | POSITIVE PATTERNS OF THE AFFECTED |
| | SITES.ACCORDINGLY, DEVELOPERS, |
| | CONTRACTORS, AND OWNERS OF ALL NEW |
| | RESIDENTIAL DEVELOPMENET, 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 PARCELL SHALL AS A PERMIT |
| | CONDITION, PROVIDE A PROFESSIONALY |
| | 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) 109.3.10.1 HURICANE PROTECTION. |
| | IT SHALL BE UNLAWFUL FOR ANY PERSON TO |
| | ALLOW CONSTRUCTION RELATED MATERIALS |
| | EQUIPMENET AND DEBRIS TO REMAIN LOOSE OR |
| | OTHERWISE UNSECURED AT A CONSTRUCTION |
| | SITE FROM 24 HRS. AFTER A HURRICANE |
| | WATCH HAS BEEN ISSUED UNTIL THE |
| | HURRICANE WATCH OR WARNING HAS BEEN |
| | LIFTED. ALL SUCH CONSTRUCTION MATERIALS, |
| | EQUIPMENT AND DEBRIS SHALL BE EITHER |
| | REMOVED FROM THE CONSTRUCTION SITE OR |
| | SECURED IN SUCH A MANNER AS TO MINIMIZE |
| | THE DANGER OF SUCH CONSTRUCTION |
| | MATERIALS, EQUIPMENT AND DEBRIS CAUSING |
| | DAMAGE TO PERSONS OR PROPERTY FROM |
| | HIGHWINDS. |
| | ANY PERSONS WHO FAILS TO COMPLY TO |
| | REMOVE OR SECURE THE CONSTRUCTION |
| | MATERIALS EQUIPMENT AND DEBRIS WITHIN |
| | 24 HRS AFTER A HURRICANE WATCH HAS BEEN |
| | ISSUED SHALL BE SUBJECT TO A FINE NOT TO |
| | EXCEED $500.00. |
| | IN ADDITION TO THE ABOVE, A LICENSED |
| | CONTRACTOR WHO VIOLATES THIS SECTION |
| | SHALL BE SUBJECT TO DISCIPLINE PURSUANT |
| | TO SECTION 113 OF THIS CHAPTER. |
| | |
| | 5) 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. |
| | |
| | F) NUMBER OF ROOMS |
| | |
| | G) SQ. FT. LIV SPACE/ FL |
| | |
| | H) SQ. FT. FOOTPRINT |
| | |
| | I) SQ. FT. UNDER ROOF (TOTAL) |
| | |
| | J) OCCUPANT LOAD |
| | |
| | K) FLOOD ZONE |
| | |
| | L) FLOOD ELEVATION |
| | |
| | 6) WPB ADMIN CODE 106.3* PRODUCT |
| | APPROVALS. THOSE PRODUCT 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. |
| | |
| | 7) 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. |
| | 8) 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 APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 9) FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) FIXED GLASS |
| | B) STOREFRONT/ MULLIONS |
| | C) GLAZED DOORS |
| | D) EXT HOLLOW METAL DOORS |
| | E) OVERHEAD DOORS |
| | F) TRUSS ANCHORS |
| | G) ROOF ASSEMBLIES |
| | H) STORM SHUTTERS |
| | |
| | 10)1802.2.1 QUESTIONABLE SOIL. |
| | WHERE THE SAFE-SUSTAINING POWER OF THE |
| | SOIL IS IN DOUBT, OR WHERE A LOAD |
| | BEARING VALUE SUPERIOR TO THAT SPECIFIED |
| | IN THIS CODE IS CLAIMED, THE BUILDING |
| | OFFICIAL SHALL REQUIRE THAT THE |
| | NECESSARY INVESTIGATION BE MADE. SUCH |
| | INVESTIGATION SHALL COMPLY WITH THE |
| | PROVISIONS OF SECTIONS 1802.4 THROUGH |
| | 1802.6 . |
| | |
| | 11) SHEET A-1 |
| | 11A) GENERAL NOTE# 1 CORRECT EDITION OF |
| | CODE, 2001 FBC |
| | |
| | 11B) CONCRETE, EDITIONS OF ACI 318, |
| | |
| | 11C) WOOD & PLASTICS( PLASTERS?) |
| | NOTE (3) HIGH RIB LATH TO BE NAILED AT |
| | 6" O.C. SEE 2510.3 INSTALATION OF CEMENT |
| | PLASTER AND LATH, IT REFERS TO ASTM |
| | C-1063, 7.10.1.1. HI RIB LATH TO BE |
| | ATTACHED AT EACH RIB (4") O. C. |
| | |
| | 11D) SAME NOTE INDICATES (CORRECT) HI- |
| | RIB LATH TO BE ATTACHED WOOD FRAMING |
| | WITH 1 1/2 ROOFING NAILS. |
| | ASTM C-1063 7.10.2.3. |
| | EXPANDED 3/8" RIB LATH AND SHEET |
| | EXPANDED METAL LATH SHALL BE ATTACHED TO |
| | HORIZONTAL AND VERTICAL WOOD SUPPORTS |
| | WITH NAILS OR STAPLES TO PROVIDE AT |
| | LEAST 1 3/4" PENETRATION INTO HORIZONTAL |
| | WOOD SUPPORTS AND 3/4" PENETRATION INTO |
| | VERTICAL WOOD SUPPORTS. |
| | |
| | 11E) FINISHES: NOTE# 1 INDICATES USE OF |
| | P.B.C. CODE CORRECT TO USE OF FBC SEE |
| | CHAPTER 8 FOR INTERIOR FINISHES. |
| | |
| | 12A) SHEET A10 DETAIL# 1 , PLANS DO NOT |
| | INDICATE COMPLIANCE WITH VENTILATION FOR |
| | |
| | ATTIC SPACE.DETAIL# 2 SAME PAGE |
| | INDICATES USE OF ICENENE BUT NOT ON |
| | DETAIL# 1 WHERE WILL ICENENE STOP? |
| | 1203.2 ATTIC SPACES. |
| | ENCLOSED ATTICS AND ENCLOSED RAFTER |
| | SPACES FORMED WHERE CEILINGS ARE APPLIED |
| | DIRECTLY TO THE UNDERSIDE OF ROOF |
| | FRAMING MEMBERS SHALL HAVE CROSS |
| | VENTILATION FOR EACH SEPARATE SPACE BY |
| | VENTILATING OPENINGS PROTECTED AGAINST |
| | THE ENTRANCE OF RAIN. BLOCKING AND |
| | BRIDGING SHALL BE ARRANGED SO AS NOT TO |
| | INTERFERE WITH THE MOVEMENT OF AIR. A |
| | MINIMUM OF 1 INCH (25 MM) OF AIRSPACE |
| | SHALL BE PROVIDED BETWEEN THE INSULATION |
| | AND THE ROOF SHEATHING. THE NET FREE |
| | VENTILATING AREA SHALL NOT BE LESS THAN |
| | 1 / 150 OF THE AREA OF THE SPACE |
| | VENTILATED, WITH 50 PERCENT OF THE |
| | REQUIRED VENTILATING AREA PROVIDED BY |
| | VENTILATORS LOCATED IN THE UPPER PORTION |
| | OF THE SPACE TO BE VENTILATED AT LEAST 3 |
| | FEET (914 MM) ABOVE EAVE OR CORNICE |
| | VENTS WITH THE BALANCE OF THE REQUIRED |
| | VENTILATION PROVIDED BY EAVE OR CORNICE |
| | VENTS. |
| | |
| | 12B) WITH USE OF ICENENE INSULATION AT |
| | THE TOP CHORD OF TRUSS THIS SPACE |
| | BECOMES ADJOINING SPACE REQUIRING |
| | VENTILATION OR TRANSFER GRILLES. |
| | 1203.4.1.1 ADJOINING SPACES. |
| | WHERE ROOMS AND SPACES WITHOUT OPENINGS |
| | TO THE OUTDOORS ARE VENTILATED THROUGH |
| | AN ADJOINING ROOM, THE OPENING TO THE |
| | ADJOINING ROOM SHALL BE UNOBSTRUCTED AND |
| | SHALL HAVE AN AREA OF NOT LESS THAN 8 |
| | PERCENT OF THE FLOOR AREA OF THE |
| | INTERIOR ROOM OR SPACE, BUT NOT LESS |
| | THAN 25 SQUARE FEET. |
| | |
| | 13) SHEET A-6 TRUSS ANCHOR SCHEDULE LIST |
| | (2) SIMPSON STRAPS, NEITHER STRAP IS |
| | LISTED UNDER THE CURRENT SIMPSON CATOLOG |
| | BUT THE LISTED NUMBERS FL LISTING AND |
| | VALUES ARE IN THE CURRENT USP CATOLOG. |
| | |
| | 14) SHEET A-7 KITCHEN SINK: |
| | 11-4.24.2 SINKS, HEIGHT. SINKS SHALL |
| | BE MOUNTED WITH THE COUNTER NO HIGHER |
| | THAN 34" ABOVE THE FINISH FLOOR. |
| | 11-4.24.3 KNEE CLEARENCE THAT IS AT |
| | LEAST 27" HIGH 30" WIDE, AND 19" DEEP |
| | SHALL BE PROVIDED UNDERNEATH SINKS. |
| | |
| | 15) 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. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
