| Date |
Text |
| 2006-06-20 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 06051007 |
| | ADD: 2001 PALM BCH LAKES BLVD. |
| | CONT: RIZNICK CONSTRUCTION |
| | TEL: ( )584-0363 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | 1)--- VERY IMPORTANT STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | 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. |
| | |
| | 1) 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. |
| | |
| | 2) MISSING SOILS REPORT, |
| | 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 . |
| | |
| | 3) S2-2: STRUCTURAL DESIGN CRITERIA, |
| | 3A) THE PLANS STATE THEY ARE DESIGNED |
| | UNDER FBC 2001, PERMIT APPLICATIONS |
| | SUBMITTED AFTER SEPT30, 2005 REQUIRED |
| | DESIGN TO BE THE 2004 FLORIDA BUILDING |
| | CODE. |
| | |
| | 3B) WIND DESIGN CRITERIA, DESIGN TO BE |
| | UNDER THE ASCE 7-02 SEE REFRENCE |
| | STANDARD CHAPTER 35. |
| | |
| | 3C) MISSING MINIMUM BUILDINGDESIGN |
| | CRITERIA,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. |
| | G) FLOOD ZONE |
| | H) FLOOD ELEVATION |
| | I)L.O.M.R. |
| | |
| | 3D) MISSING THE WIND DESIGN INTERNAL |
| | PRESSURE COEFFICIENT WHEN DESIGNED TO |
| | ASCE 7-02. 1603.1.4(4) THE APPLICABLE |
| | ENCLOSURE CLASSIFICATIONS AND, IF |
| | DESIGNING WITH ASCE 7, INTERNAL PRESSURE |
| | COEFFICIENT. |
| | |
| | 4) PROVIDE ADDITIONAL INFORMATION, |
| | PERMIT APPLICATION PROJECT DESCRIPTION, |
| | IS ONLY FOR DRIVE THROUGH AND NOT |
| | LANDSCAPING, REPAVING OR CURBING OR |
| | STRIPING OF THE CURRENT SITE? IF SO |
| | INCLUDE UNDER PERMIT DESCPTION. |
| | |
| | 5) PROVIDE CUT SECTION THROUGH DRIVE |
| | THROUGH INDICATING COMPLIANCE WITH AN |
| | ACCISSIBLE ATM AND NEW ROMOTE TELLAR |
| | STATIONS.11-4.2/ 11-7.2(2). |
| | |
| | 6) A-2/ A-3 BOTH INDICATE THE USE OF (2) |
| | SCUPPERS ON THE EAST AND WEST |
| | ELEVATIONS, PLANS DO NOT INDICATE |
| | OVERFLOW SCUPPERS. 1503.4.3 |
| | WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW |
| | WATER IS NOT PROVIDED, OVERFLOW SCUPPERS |
| | SHALL BE PLACED IN WALLS OR PARAPETS NOT |
| | LESS THAN 2 INCHES (51 MM) NOR MORE THAN |
| | 4 INCHES (102 MM) ABOVE THE FINISHED |
| | ROOF COVERING AND SHALL BE LOCATED AS |
| | CLOSE AS PRACTICAL TO REQUIRED VERTICAL |
| | LEADERS OR DOWNSPOUTS OR WALL AND |
| | PARAPET SCUPPERS. AN OVERFLOW SCUPPER |
| | SHALL BE SIZED IN ACCORDANCE WITH THE |
| | FLORIDA BUILDING CODE, PLUMBING. |
| | |
| | 7) A-2/ A-3 BOTH INDICATE THE USE OF |
| | SCUPPERS.1503.6 PROTECTION AGAINST DECAY |
| | AND TERMITES. |
| | CONDENSATE LINES AND ROOF DOWNSPOUTS |
| | SHALL DISCHARGE AT LEAST 1 FOOT (305 MM) |
| | AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL |
| | EXTENSIONS, OR SPLASH BLOCKS. GUTTERS |
| | WITH DOWNSPOUTS ARE REQUIRED ON ALL |
| | BUILDINGS WITH EAVES OF LESS THAN 6 |
| | INCHES (152 MM) HORIZONTAL PROJECTION |
| | EXCEPT FOR GABLE END RAKES OR ON A ROOF |
| | ABOVE ANOTHER ROOF. |
| | |
| | 8) SHEET A-3 NOTE FOR USE OF ALTERNATE |
| | MATERIALS FOR CEILING APPLICATION. |
| | PROVIDE ADDTIONAL INFORMAATION ON THE |
| | TYPE OF WIRE LATH TO BE USED? |
| | 2510.3INSTALLATION OF THESE MATERIALS |
| | SHALL BE IN COMPLIANCE WITH ASTM C 926 |
| | AND ASTM C 1063. |
| | RULE 9B-72 PRODUCT APPROVAL FOR "PROROC |
| | EXTERIOR SOFFIT BOARD W/ FLORIDA STATE |
| | APPROVAL. |
| | ) 104.1.1* ALTERNATE MATERIALS, DESIGN |
| | & METHODS OF CONSTRUCTION & EQUIPMENT. |
| | THE PROVISIONS OF THIS CODE ARE NOT |
| | INTENDED TO PREVENT THE INSTALLATION OF |
| | ANY MATERIAL OR TO PROHIBIT ANY DESIGN |
| | OR METHOD OF CONSTRUCTION NOT |
| | SPECIFICALLY PRESCRIBED BY THIS CODE, |
| | PROVIDED THAT ANY SUCH ALTERNATIVE HAS |
| | BEEN APPROVED. AN ALTERNATE MATERIAL, |
| | DESIGN OR METHOD OF CONSTRUCTION SHALL |
| | BE APPROVED WHERE THE BUILDING OFFICIAL |
| | FINDS THAT THE PROPOSED DESIGN IS |
| | SATISFACTORY AND COMPLIES WITH THE |
| | INTENT OF THE PROVISIONS OF THIS CODE, |
| | AND THAT THE MATERIAL, METHOD OR WORK |
| | OFFERED IS, FOR THE PURPOSE INTENDED, AT |
| | LEAST THE EQUIVALENT OF THAT PRESCRIBED |
| | IN THIS CODE IN QUANITY, STRENGTH, |
| | EFFECTIVENESS FIRE RESISTANCE, |
| | DURABILITY AND SAFETY. WHEN ALTERNATE |
| | LIFE SAFETY SYSTEMS ARE DESIGNED, THE |
| | SFPE ENGINEERING GUIDE TO |
| | PERFORMANCE-BASED FIRE PROTECTION |
| | ANALYSIS AND DESIGN OF BUILDINGS , OR |
| | OTHER METHODS APPROVED BY THE BUILDING |
| | OFFICIAL MAY BE USED. THE BUILDING |
| | OFFICIAL SHALL REQUIRE THAT SUFFICIENT |
| | EVIDENCE OR PROOF BE SUBMITTED TO |
| | SUBSTANTIATE ANY CLAIM MADE REGARDING |
| | THE ALTERNATIVE. |
| | |
| | 9) FL BLD CODE 1609.6.2.1: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) TRUSS ANCHORS |
| | B) PANEL WALLS- SOFFITS- PROROC |
| | EXTERIOR SOFFIT BOAARD. |
| | C) ROOFING ASSEMBLIES |
| | |
| | NOTE: 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. |
| | NOTE ROOFING NOA, SYSTEMS LIMITATIONS VS |
| | ENHANCED FASTENING!!!!! |
| | |
| | 10)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 |
| | |
| | 11) A3 PLANS DO NOT INDICATE TERMITE |
| | TREATMENT OF SLAB. |
| | 1816.1 TERMITE PROTECTION. |
| | TERMITE PROTECTION SHALL BE PROVIDED BY |
| | REGISTERED TERMITICIDES, INCLUDING SOIL |
| | APPLIED PESTICIDES, BAITING SYSTEMS, AND |
| | PESTICIDES APPLIED TO WOOD, OR OTHER |
| | APPROVED METHODS OF TERMITE PROTECTION |
| | LABELED FOR USE AS A PREVENTATIVE |
| | TREATMENT TO NEW CONSTRUCTION. SEE |
| | SECTION 202 , REGISTERED TERMITICIDE. |
| | UPON COMPLETION OF THE APPLICATION OF |
| | THE TERMITE PROTECTIVE TREATMENT, A |
| | CERTIFICATE OF COMPLIANCE SHALL BE |
| | ISSUED TO THE BUILDING DEPARTMENT BY THE |
| | LICENSED PEST CONTROL COMPANY THAT |
| | CONTAINS THE FOLLOWING STATEMENT: ?THE |
| | BUILDING HAS RECEIVED A COMPLETE |
| | TREATMENT FOR THE PREVENTION OF |
| | SUBTERRANEAN TERMITES. TREATMENT IS IN |
| | ACCORDANCE WITH RULES AND LAWS |
| | ESTABLISHED BY THE FLORIDA DEPARTMENT OF |
| | AGRICULTURE AND CONSUMER SERVICES.? |
| | |
| | 12) VENTING: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. |
| | |
| | 13)STRUCTURAL SHEETS: SEALED BY |
| | ARCHITECT, IF CONSULTING ENGINEER |
| | DESIGNED THIS STRUCTURE, PLANS SHOULD BE |
| | SEALED BY ENGINEER.FL S. S. 471, |
| | OTHERWISE WHY IS HIS TITLEBLOCK ON THIS |
| | SHEET. |
| | |
| | 14) ARCHITECTS TITLE BLOCK: |
| | ) 61G1-16.004FL. ADMIN. CODE.PLANS |
| | PREPARED BY A REGISTERED ARCHITECT SHALL |
| | INCLUDE A TITLE BLOCK WHICH MUST: |
| | - STATE THE FIRM NAME, ADDRESS AND |
| | TELEPHONE NUMBER |
| | - STATE THE FIRM LICENSE NUMBER |
| | - STATE PROJECT NAME OR IDENTIFICATION |
| | - STATE DATE PREPARED |
| | - INCLUDE AN ORIGINAL SIGNATURE AND |
| | DATED SEAL |
| | - INCLUDE THE PRINTED NAME OF THE |
| | ARCHITECT SEALING THE PLANS |
| | |
| | 15) ARCHITECTURAL & STRUCTURAL SHEETS: |
| | ARCHITECT BUSINESS: OXIOS ARCHITECTS, |
| | P.A. ON SOME SHEETS USES THE FIRMS |
| | LICENSE NUMBER ON OTHER SHEETSOVIDIO |
| | OXIOS LICENSE NUMBER, NOT THE FIRMS |
| | LICENSE NUMBER. ) 481.219 F.S. |
| | CERTIFICATE OF AUTHORIZATION.THE TITLE |
| | BLOCK FOR ANY SHEET BEARING THE NAME OF |
| | AN ARCHITECT PRACTICING UNDER A |
| | FICTITIOUS NAME, A CORPORATION, OR A |
| | PARTNERSHIP, OFFERING ARCHITECTURAL |
| | SERVICES, SHALL INCLUDE THE CERTIFICATE |
| | OF AUTHORIZATION |
| | NUMBER.ADD THE NUMBER TO EACH SHEET. |
| | THIS MAY BE ADDED BY HAND. |
| | |
| | 16) BEFORE A PERMIT TO CONSTRUCT CAN BE |
| | ISSUED, IMPACT FEES MUST BE PAID TO PALM |
| | BEACH CO.,THE PERMIT PLANS STAMPED BY |
| | THEM AND THE RECEIPT ATTACHED TO THE |
| | PERMIT APPLICATION. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
