| Date |
Text |
| 2007-01-18 08:27:09 | BUILDING PLAN REVIEW |
| | PERMIT: 06120401 |
| | ADD: 3415 S DIXIE HWY |
| | CONT: R&D CONSTRUCTORS |
| | TEL: (561)889-1751 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1STREVIEW |
| | 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. |
| | |
| | 2) FL S S 713.13 |
| | NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF |
| | THE COURT. |
| | NOTE: 713.13(2) |
| | IF THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS |
| | NOT ACTUALLY |
| | COMMENCED WITHIN 90 DAYS AFTER THE RECORDING THEREOF, |
| | SUCH NOTICE |
| | IS NULL & VOID. NOTE: 713.13(6)THE POSTING OF THE |
| | NOTICE OF |
| | COMMENCEMENT AT THE CONSTRUCTION SITE BEFORE THE FIRST |
| | INSPECTION. |
| | |
| | 3) PLEASE PROVIDE A SURVEY, |
| | |
| | 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8 FEET IN |
| | HEIGHT. |
| | ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY ABOVE GRADE |
| | AND BELOW 8 FEET (2438 MM) IN HEIGHT SHALL BE |
| | PROHIBITED EXCEPT AS PROVIDED FOR IN SECTIONS 3202.2.1 |
| | THROUGH 3202.2.3 . DOORS AND WINDOWS SHALL NOT OPEN OR |
| | PROJECT INTO THE PUBLIC RIGHT-OF-WAY. |
| | |
| | 3202.2.2 ARCHITECTURAL FEATURES. |
| | COLUMNS OR PILASTERS, INCLUDING BASES AND MOLDINGS |
| | SHALL NOT PROJECT MORE THAN 12 INCHES (305 MM). BELT |
| | COURSES, LINTELS, SILLS, ARCHITRAVES, PEDIMENTS AND |
| | SIMILAR ARCHITECTURAL FEATURES SHALL NOT PROJECT MORE |
| | THAN 4 INCHES (102 MM). |
| | |
| | 4) NEW ADDITION, |
| | 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 . |
| | |
| | 5) SHEET SP-1 THE DESIGNER HAS NOT PROVIDED THE MINIMUM |
| | BUILDING TYPE SEE TABLE 503. PLEASE PROVIDE THE |
| | FOLLOWING DESIGN 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. |
| | |
| | 6 ) 109.3.10* IMPACT OF CONSTRUCTION. |
| | ALL CONSTRUCTION ACTIVITY REGULATED BY |
| | THIS CODE SHALL BE PERMORMED 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 PARCELL 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. |
| | |
| | 7 ) 109.3.10.1 HURICANE PROTECTION. |
| | IT SHALL BE UNLAWFUL FOR ANY PERSON TO |
| | ALLOW CONSTRUCTION RELATED MATERIALS |
| | EQUIPMENT 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 HIGH |
| | WINDS. |
| | 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. |
| | |
| | 8) SHEET A-2 EXISTING ROOF PLAN, THE MAIN ROOF |
| | INDICATES THE USE OF (3) 4" ROOF DRAINS, THE PLANS |
| | INDICATE (1) DRAIN IS TO BE CLOSED UP. THE DRAINS ARE |
| | AT THE LOW POINT IN THE ROOF. THE EMERGENCY OVER FLOWS |
| | ARE AT THE HIGH POINT IN THE ROOF , A NOT ON THE PLAN |
| | INDICATES THERE TO BE 12" OF SLOPE ON THE ROOF. IN |
| | OTHERWORDS IF THE 2 DRAINS GET PLUGGED 12"OF WATER |
| | WILL POND ON THE ROOF BEFORE WATER WILL BEGIN TO |
| | CASCADE OVER THE EMERGENCY OVERFLOWS!!!! |
| | 1503.4.2 SCUPPER. |
| | WHERE REQUIRED FOR ROOF DRAINAGE, A SCUPPER SHALL BE |
| | PLACED LEVEL WITH THE ROOF SURFACE IN A WALL OR |
| | PARAPET. THE SCUPPER SHALL BE LOCATED AS DETERMINED BY |
| | THE SLOPE AND THE CONTRIBUTING AREA OF THE ROOF. THE |
| | EXTERIOR FACING OR LINING OF A SCUPPER, IF METAL, SHALL |
| | BE THE SAME AS FLASHING MATERIAL REQUIRED BY SECTIONS |
| | 1503 THROUGH 1510 FOR THE PARTICULAR TYPE OF COVERING |
| | SPECIFIED FOR THE BUILDING. FOR OTHER TYPE MATERIALS, |
| | FOLLOW MANUFACTURER?S SPECIFICATIONS. |
| | |
| | 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. |
| | |
| | 9) SHEET A-2 ON THE NEW ROOF THE SAME SITUATION APPEARS |
| | OVERFLOWS ARE SHOWN ON THE WEST SIDE OF THE BUILDING |
| | WITH 8" OF SLOPE BEFORE WATER HITS THE EMERGENCY |
| | OVERFLOW. |
| | |
| | 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. |
| | |
| | 10) 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. |
| | |
| | 11) DISCUSSING THIS PROJECT WITH THE PLANNEER ERIC |
| | SCHNEIDER HE INDICATED ALL A/C CONDENSORS WILL BE |
| | REQUIRED TO BE INSTALLED ON THE ROOF, PLEASE NOTE: |
| | 11A)1503.5 ROOF VENTILATION. |
| | INTAKE AND EXHAUST VENTS SHALL BE PROVIDED IN |
| | ACCORDANCE WITH SECTION 1203.2 AND THE MANUFACTURER?S |
| | INSTALLATION INSTRUCTIONS. |
| | |
| | 11B) PROVIDE ENGINEERS CALS ARE OK FOR THE ADDITIONAL |
| | ROOF LOADS.106.1.2* ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 11C) PRE-ENGINEERED A/C STANDS WILL REQUIRE FLORIDA |
| | PRODUCT APPROVAL RULE 9B-72 FL ADMINISTRATIVE CODE. |
| | |
| | 11D) 13-404.1.ABC.1 ROOF/CEILING THERMAL ENVELOPES. |
| | THE ROOF OR CEILING WHICH FUNCTIONS AS THE BUILDING?S |
| | THERMAL ENVELOPE SHALL BE INSULATED TO AN R -VALUE OF |
| | AT LEAST R-10. ROOF INSULATION SHALL NOT BE INSTALLED |
| | ON A SUSPENDED CEILING WITH REMOVABLE CEILING PANELS. |
| | SEE SECTION 13-B-1.3 FOR INSULATION INSTALLATION |
| | REQUIREMENTS. |
| | PROVIDE THE INSULATION PRODUCT APPROVAL OR ROOFING |
| | PRODUCT APPROVAL. "HIGHLIGHT" WHICH SUBSYSTEM SHALL BE |
| | USED. |
| | |
| | 12)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. |
| | |
| | 12A) 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 |
| | |
| | 12B)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. |
| | |
| | 12C)FL BLD CODE 1609.1.4: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) STOREFRONT DOORS (GLAZED) SINGLE & DOUBLE DOORS |
| | B) EXTERIOR HOLLOW METAL DOORS |
| | C) STRUCTURAL COMPONENTS: WOOD CONNECTORS, BUCKETS |
| | AND OR STRAPS |
| | D) WALL LOUVERS |
| | E) ROOFING ASSEMBLIES |
| | F)PRE-ENGINEERED A/C STANDS |
| | |
| | 13) THE PRODUCT APPROVALS FOR ARCH STOREFRONT , PLEASE |
| | HIGHLIGHT WHICH GLAZING TO BE INSTALLED AND ALSO |
| | HIGHLIGHT WHICH MULLIONS SHALL BE USED. |
| | |
| | 14) SHEET A-10 DETAIL D-10 IS MISSING A LEDGER BOARD AT |
| | THE CORNER WHERE THE WALL AND CEILING MEET. |
| | |
| | 15)S-1 PLANS DO NOT PROVIDE INFORMATION FOR TERMITE |
| | SOIL TREATMENT. |
| | 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.? |
| | |
| | 16)IMPACT FEES: PLEASE SEND PLANS TO PALM BEACH |
| | COUNTY |
| | BUILDING DEPARTMENT FOR ASSESSMENT. NOTE THERE MAY BE A |
| | |
| | TAX DECREASE SINCE ZONING IS REQUIRING A 5'-0" SET BACK |
| | ON |
| | THE REBUILD PORTION OF THE PROJECT. |
| | |
| | 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 C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
| | |
