| Date |
Text |
| 2006-11-22 15:16:45 | BUILDING PLAN REVIEW |
| | PERMIT: 06100956 |
| | ADD: 2380 PALM BCH LAKES BLVD |
| | CONT:""PLAN REVIEW"" |
| | TEL: (407)645-5008 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | |
| | 2004 BUILDING PLAN REVIEW |
| | 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. |
| | |
| | 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 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. |
| | |
| | 4) 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. |
| | |
| | 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. |
| | G) . FT. LIV SPACE/ FL |
| | H) SQ. FT. FOOTPRINT |
| | I) SQ. FT. UNDER ROOF (TOTAL) |
| | J ) OCCUPANT LOAD |
| | K ) FLOOD ZONE |
| | |
| | 6)FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | WHERE THE BEARING CAPACITY OF THE SOIL |
| | IS NOT DEFINITLY KNOWN OR IS IN QUESTION |
| | THE BUILDING OFFICIAL MAY REQUIRE EXPLOR |
| | ATIONS, TEST OR OTHER ADEQUATE PROOF AS |
| | TO THE PERMISSIBLE SAFE BEARING |
| | CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| | TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| | CITY SHALL BE CERTIFIED BY A GEOTECH- |
| | NICALREPORT FROM A DESIGN PROFESSIONAL |
| | PROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. |
| | |
| | 7)W P B ADMINISTRTIVE CODE 106.3.3* |
| | PRODUCT APPROVALS. THOSE PRODUCTS 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. |
| | |
| | 8)SHEET A110 INDICATES THAT THIS IS AN EXISTING |
| | RERAUNT |
| | AND THERE IS ONLY MODIFICATIONS TO THE EXISTING |
| | STRUCTURE, |
| | THE PLAN REVIEW APPLICATION INDICATES THIS IS A |
| | COMPLETE |
| | DEMO AND TO CONSTRUCT A NEW CHIPOTLE RESTRAUNT. PLEASE |
| | |
| | CORRECT. DISCREPANCY!!! |
| | |
| | 9)SHEET S-1WIND DESIGN THE BUILDING CATEGORY IS |
| | LABELED AS A I NOT A II. |
| | BUILDING CATEGORY I IS FARM OUT BUILDINGS OR SMALL SHED |
| | CONSTRUCTION. CORRECT. |
| | |
| | 10) PLEASE PROVIDE THE POSITIVE AND NEGATIVE PRESSURES |
| | ON THE ELEVATIONS, INDICATE THE INTERIOR ZONE 4 AND END |
| | ZONES, ZONE 5. |
| | ALSO PROVIDE A ROOF TOP VIEW WITH ZONES 1,2 & 3 WITH |
| | THE ASSOCIATED PRESSURES. |
| | |
| | 11)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. |
| | 11A) 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) WINDOWS FIXED, STOREFRONT |
| | B) OPERATABLE WINDOWS |
| | C) GLAZED DOORS |
| | D) EXTERIOR METAL CORE DOORS |
| | E) MULLIONS |
| | F) LOUVERS |
| | G) TRUSS ANCHORS FOR METAL C CHANNELS |
| | H) EFIS SYSTEMS & SOFFITS |
| | I) ROOFING ASSEMBLIES |
| | J) PRE-ENGINEERED A/C STANDS |
| | |
| | 11B)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 |
| | |
| | 11C) ROOFING ASSEMBLIES NEED THE FOLOWING INFORMATION |
| | PROVIDED WITH THE REPORT:) THIS ROOF IS MISSING OR |
| | NOT IN |
| | COMPLIANCE WITH THE FOLLOW ITEMS: |
| | |
| | ___ CONTRACTOR DID NOT PROVIDE THE MEAN |
| | |
| | ROOF HEIGHT. |
| | |
| | ___ CONTRACTOR DID NOT INDICATE THE ROOF |
| | PITCH. |
| | |
| | ___ CONTRACTOR FAILED TO INDICATE WHICH |
| | SYSTEM TO BE USED. |
| | |
| | ___ THE SYSTEM PROVIDED HAS A LOW |
| | PRESSURE FOR ZONE ___ . |
| | |
| | ___ THE SYSTEM PROVIDED STATES |
| | LIMITATION# 7, SHOULD THE FASTENER |
| | RESISTANCE BE LESS THAN THAT |
| | REQUIRED, AS DETERMINED BY THE |
| | BUILDING OFFICIAL, A REVISED |
| | FASTENER SPACING, PREPARED , SIGNED |
| | AND SEALED BY A FLORIDA REGISTERED |
| | PROFESSIONAL ENGINEER, REGISTERED |
| | ARCHITECT OR REGISTERED ROOF |
| | CONSULTANT MAY BE SUBMITTED. |
| | |
| | ___THE SYSTEM PROVIDED INDICATES |
| | LIMITATION# 9, NO ENHANCED |
| | FASTENING ALLOWED. |
| | |
| | 12)PROVIDE ENGINEERING FOR THE CANOPY TO BE LOCATED |
| | ON |
| | THE SOUTH SIDE OF THE BUILDING. 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 |
| | |
| | 13)) FBC 13-103.0ENERGY CODE COMPLIANCE |
| | SHALL BE DEMONSTRATED BY SUBMITTAL OF |
| | APPROPRIATE CODE COMPLIANCE FORMS |
| | FBC 13-103.1.1.1THE PROFESSIONALS RESPONSIBLE FOR |
| | THE DESIGN OF THE |
| | BUILDING SHELL AND THE ELECTRICAL, |
| | LIGHTING, MECHANICAL AND PLUMBING |
| | SYSTEMS SHALL EACH SIGN THE ENERGY CODE |
| | COMPLIANCE FORM, TO CERTIFY COMPLIANCE. |
| | |
| | 14) PROVIDE DOCUMENTATION OF COMPLIANCE WITH 11-5.2 & |
| | 11-5.5.5& 11-5.6. |
| | |
| | 15) PLANS ARE TO INDICATE COMPLIANCE WITH: 2603.9.2 |
| | CLEARANCE BETWEEN EARTH AND FOAM PLASTICS APPLIED TO |
| | THE |
| | EXTERIOR WALL SHALL BE NOT LESS THAN 6 INCHES (152 |
| | MM). |
| | |
| | |
| | 16)SHEET S2 NEEDS TO INDICATE COMPLIANCE WITH: 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.? |
| | |
| | 1816.1.1 |
| | IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE |
| | PREVENTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE |
| | THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL |
| | EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. |
| | |
| | 1816.1.2 |
| | IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE |
| | PREVENTION, SOIL AREA DISTURBED AFTER INITIAL CHEMICAL |
| | SOIL TREATMENT SHALL BE RETREATED WITH A CHEMICAL SOIL |
| | TREATMENT, INCLUDING SPACES BOXED OR FORMED. |
| | |
| | 1816.1.3 |
| | IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE |
| | PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR |
| | FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING |
| | TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY |
| | USING PLASTIC OR METAL PERMANENTLY PLACED FORMS OF |
| | SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL |
| | DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT. |
| | |
| | 1816.1.4 |
| | IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE |
| | PREVENTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED |
| | WITH A MINIMUM 6 MILLIMETER VAPOR RETARDER TO PROTECT |
| | AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE |
| | VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. ANY |
| | WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE |
| | AFTER CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR IS |
| | POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID |
| | PENETRATING OR DISTURBING TREATED SOIL. |
| | |
| | 1816.1.5 |
| | IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE |
| | PREVENTION, CONCRETE OVERPOUR OR MORTAR ACCUMULATED |
| | ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE |
| | REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT, TO |
| | ENHANCE VERTICAL PENETRATION OF THE CHEMICALS. |
| | |
| | 1816.1.6 |
| | IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE |
| | PREVENTION, CHEMICAL SOIL TREATMENTS SHALL ALSO BE |
| | APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1 |
| | FOOT (305 MM) OF THE PRIMARY STRUCTURE SIDEWALLS. ALSO, |
| | A VERTICAL CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY |
| | AFTER CONSTRUCTION IS COMPLETED, INCLUDING INITIAL |
| | LANDSCAPING AND IRRIGATION/SPRINKLER INSTALLATION. ANY |
| | SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS |
| | APPLIED SHALL BE PROMPTLY RETREATED. |
| | |
| | 17) 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. |
| | NOTE WITH THE DEMOLITION OF THE OLD BUILDING BE CERTAIN |
| | TO GET THE CREDIT FROM THE DEMO-ED BUILDING!!!! |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
