| Date |
Text |
| 2007-08-08 15:44:50 | 4805 S DIXIE HWY/ 07070203 |
| | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 07070203 |
| | ADD: 4805 S DIXIE HWY |
| | CONT: MOUW ASSOCIATES INC |
| | TEL: (561)715-0845 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 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 NUMBER, WITH |
| | A DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE |
| | SHEET OR SPECIFICATION PAGE WHERE THE CHANGES CAN BE |
| | FOUND WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR |
| | YOUR ANTICIPATED COOPERATION. |
| | |
| | 2) FL S S 713.13NOTICE 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 |
| | ACTUALLYCOMMENCED 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) THE PERMIT APPLICATION DESCRIPTION OF PROJECT NEEDS |
| | TO ACCURATE TO THE WORK THAT IS ILLUSTRATED IN THE |
| | PLANS, PLEASE CORRECT APPLICATION OR DELETE WORK FROM |
| | PLAN. 106.1.1* |
| | INFORMATION ON CONSTRUCTION DOCUMENTS. |
| | |
| | 4) THE APPLICATION HAS AN ADDRESS RANGE FROM 4805- 4815 |
| | S DIXIE, THE CITY RECORDS AS WELL AS THE PROPERTY |
| | APPRAISERS OFFICE LIST THIS PROPERTY UNDER THE PROPERTY |
| | CONTROL NUMBER AS 4805 S DIXIE, PLEASE CORRECT. IF |
| | ADDITIONAL SUITE ADDRESSES WILL BE REQUIRED CONTACT |
| | LILY URSA (MIS DEPARTMENT) AT(561)822-1239. |
| | |
| | 5) 04.2.1.3 THE BUILDING OFFICIAL MAY SET STANDARDS |
| | THROUGH DEPARTMENTAL POLICY STANDARDS FOR PLANS AND |
| | SPECIFICATIONS. "NO WHITE OUT" ALLOWED ON PLANS. SEE |
| | SHEET A1.01 BOTH IN THE HEADER STRIP AND IN THE BODY OF |
| | THE PLAN SEE GENERAL PROJECT DATA. |
| | |
| | 6) SHEET A1.01 PLEASE UPDATE THE CODE REFERENCE TO THE |
| | 2004 FBC BUILDING W/ 2006 AMENDMENTS. |
| | |
| | 7) PLEASE PROVIDE THE LAST KNOWN OCCUPANCY TYPE? |
| | 106.1.2* ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 8) THE PERMIT APPLICATION DESCRIPTION OF PROJECT MAY |
| | NEED TO BE MODIFIED TO SHOW INTENDED USE BUT AS THE |
| | PLANS INDICATE NOW THIS WILL BE A SINGLE MERCANTILE |
| | TENANT WITH 22,164 SQ FT WITHIN THE TENANT SPACE. |
| | PLEASE SEE,903.2.6 GROUP M. |
| | AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED |
| | THROUGHOUT BUILDINGS CONTAINING A GROUP M OCCUPANCY |
| | WHERE ONE OF THE FOLLOWING CONDITIONS EXISTS: |
| | 1.WHERE A GROUP M FIRE AREA EXCEEDS 12,000 SQUARE |
| | FEET (1115 M 2 ); |
| | PLEASE UPDATE PLANS PROVIDING AN AUTOMATIC FIRE |
| | SPRINKLER SYSTEM OR SPLIT THE BUILDING INTO 2 FIRE |
| | AREAS EACH LESS THAN 12,000 SQ FT. |
| | DEFINITION: FIRE AREA. THE AGGREGATE FLOOR AREA |
| | ENCLOSED AND BOUNDED BY FIRE WALLS, FIRE BARRIERS, |
| | EXTERIOR WALLS OR FIRE-RESISTANCE-RATED HORIZONTAL |
| | ASSEMBLIES OF A BUILDING. |
| | |
| | 9) SHEET A1.01 CODE ANALYSIS INDICATES THIS ALTERATION |
| | IS TO BE A LEVEL II ALTERATION ,PLEASE SEE 2004 EBC |
| | EXISTING BUILDING CODE 2006 AMENDMENTS SECTION 707.5.2 |
| | |
| | A LEVEL III IS WHERE 30 % OF THE TOTAL SUM OF THE FLOOR |
| | AND ROOF AREAS OF THE BUILDING ARE INVOLVED IN |
| | STRUCTURAL ALTERATIONS WITHIN A 12-MONTH PERIOD, PLEASE |
| | CORRECT AND SEE THE REQUIREMENTS OF CHAPTER 7, EXISTING |
| | BUILDING CODE INCLUSIVE OF 708 ENERGY CONSERVATION. |
| | 708.1 MINIMUM REQUIREMENTS. ALTERATIONS SUBJECT TO THIS |
| | CHAPTER SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER |
| | 13 OF THE FLORIDA BUILDING CODE. |
| | |
| | 10) SHEET A1.01 EGRESS DATA (NEW ADDITION ONLY) WHAT |
| | PORTION OF THIS WORK IS THE NEW ADDITION?106.1.2 |
| | ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 11) SHEET A1.01 EGRESS DATA ALSO LISTMERCANTILE AS |
| | WELL AS AN UNCONCENTRATED ASSEMBLY IS THE PURPOSE OF |
| | THE ASSEMBLY OCCUPANCY FOR A FUTURE TENANT BUILDOUT?. |
| | |
| | 12)SHEETS A1.01 AND A2.01 BOTH INDICATE (2) AREAS OF |
| | CONCERN WITH TABLE 601. |
| | |
| | 12A) THE NORTH WALL OF THE BUILDING SETS WITHIN A FOOT |
| | OF THE PROPERTY LINE, WITH 3 STOREFRONT OPENINGS, TABLE |
| | 602 WILL REQUIRE THIS WALL TO BE A 3HR RATED WALL AND |
| | TABLE 704.8 INDICATES THERE CAN BE NO OPENINGS. |
| | |
| | 12B) THE SOUTHWEST CORNER OF THE BUILDING WHERE THE |
| | NEWLY RELOCATED ELECTRIC METER IS LOCATED THIS WALL |
| | WILL ALSO NEED TO STATE THE DISTANCE FROM THE PROPERTY |
| | LINE SEE TABLE 602 FOR HOURLY RATINGS. |
| | |
| | 13) SHEET A2.01 PLEASE PROVIDE THE ACCESS AISLE FOR THE |
| | HANDICAPPED PARKING SPACE. |
| | 11-4.6.2(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. |
| | |
| | 14) SHEET A2.02 ROOF PLAN DOESN?T INDICATE ANY ROOF |
| | DRAINAGE, DIRECTION OF DRAINAGE, PRIMARY OR SECONDARY |
| | DRAINAGE SYSTEMS. PLEASE PROVIDE ADDITIONAL INFORMATION |
| | IN REGARDS TO 1503.4 ROOF DRAINAGE. |
| | UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, |
| | DESIGN AND INSTALLATION OF ROOF DRAINAGE SYSTEMS SHALL |
| | COMPLY WITH THE FLORIDA BUILDING CODE, PLUMBING , |
| | CHAPTER 11 . |
| | |
| | 15) SHEET A2.02 INDICATES NEW AWNINGS, TO BE COVERED |
| | UNDER A SEPARATE PERMIT WITH ASSOCIATED FEES AND |
| | REVIEWS. 3202.3 ENCROACHMENTS 8 FEET OR MORE ABOVE |
| | GRADE. |
| | ENCROACHMENTS 8 FEET (2438 MM) OR MORE ABOVE GRADE |
| | SHALL COMPLY WITH SECTIONS 3202.3.1 THROUGH 3202.3.4 . |
| | |
| | AWNINGS |
| | 3202.3.1 AWNINGS , CANOPIES, MARQUEES AND SIGNS. |
| | AWNINGS , CANOPIES, MARQUEES AND SIGNS SHALL BE |
| | CONSTRUCTED SO AS TO SUPPORT APPLICABLE LOADS AS |
| | SPECIFIED IN CHAPTER 16 . AWNINGS , CANOPIES, MARQUEES |
| | AND SIGNS WITH LESS THAN 15 FEET (4572 MM) CLEARANCE |
| | ABOVE THE SIDEWALK SHALL NOT EXTEND INTO OR OCCUPY MORE |
| | THAN TWO-THIRDS THE WIDTH OF THE SIDEWALK MEASURED FROM |
| | THE BUILDING. STANCHIONS OR COLUMNS THAT SUPPORT |
| | AWNINGS , CANOPIES, MARQUEES AND SIGNS SHALL BE LOCATED |
| | NOT LESS THAN 2 FEET (610 MM) IN FROM THE CURB LINE. |
| | |
| | 15) SHEET A7.01 THE DETAIL# 3 INDICATES A NEW ENTRY |
| | AREAS WITH A SECTION THROUGH HOW THIS AREAIS TO BE |
| | BUILT. THE WALL AREA REMOVED DOES HOWEVER LEAVE 3 |
| | COURSES OF BLOCK IN THE AIR WITH A NOTE SEE STRUCTURAL |
| | FOR REINFORCEMENT. THE STRUCTURAL SHEET S2.01 HOWEVER |
| | DOES NOT DETAIL ANY WORK ON THE BUILDING NOT FACING |
| | DIXIE HWY. ADDITIONAL INFORMATION REQUIRED 106.1.2. |
| | |
| | 16)SHEET A7.01 THE DETAIL# 4 INDICATES A NEW ENTRY |
| | AREAS WITH A SECTION THROUGH HOW THIS AREAIS TO BE |
| | BUILT. THE WALL AREA REMOVED DOES HOWEVER LEAVE 3 |
| | COURSES OF BLOCK IN THE AIR WITH A NOTE SEE STRUCTURAL |
| | FOR REINFORCEMENT. THE STRUCTURAL SHEET S2.01 HOWEVER |
| | DOES NOT DETAIL ANY WORK ON THE BUILDING NOT FACING |
| | DIXIE HWY. ADDITIONAL INFORMATION REQUIRED 106.1.2. |
| | |
| | 17) ) 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. |
| | |
| | |
| | 18)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. |
| | |
| | 19)FL BLD CODE 1609.1.4: COMPONENTS & CLADDING, |
| | PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT INSPECTOR) |
| | OF PRODUCT TESTING REPORTS ,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) STOREFRONT WINDOWS- NO REPORT SUBMITTED |
| | B) GLAZED DOORS- NO REPORT SUBMITTED |
| | C) MULLIONS HORIZONTAL OR VERTICAL |
| | D) LINTELS NO REPORT SUBMITTED |
| | E) EXTERIOR METAL HOLLOW CORE DOORS NO REPORT |
| | SUBMITTED |
| | F) ROOFING ASSEMBLIES SEE NOTE BELOW |
| | G) STORM SHUTTERS SEE NOTES BLOW |
| | |
| | 19) ROOFING REPORT:THIS ROOF IS MISSING OR NOT IN |
| | COMPLIANCE WITH THE FOLLOW ITEMS: |
| | |
| | XX___ CONTRACTOR DID NOT PROVIDE THE MEANROOF |
| | HEIGHT. |
| | |
| | XX___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH. |
| | |
| | XX___ CONTRACTOR FAILED TO INDICATE WHICH SYSTEM TO BE |
| | USED. |
| | |
| | XX___ THE SYSTEM PROVIDED HAS A LOWPRESSURE FOR |
| | ZONE _2& 3__ . |
| | |
| | POSSIBLY___ THE SYSTEM PROVIDED STATESLIMITATION# |
| | 7, SHOULD THE FASTENERRESISTANCE BE LESS THAN THAT |
| | REQUIRED, AS DETERMINED BY THEBUILDING OFFICIAL, A |
| | REVISEDFASTENER SPACING, PREPARED , SIGNEDAND |
| | SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER, |
| | REGISTERED ARCHITECT OR REGISTERED ROOF CONSULTANT MAY |
| | BE SUBMITTED. |
| | |
| | POSSIBLY___THE SYSTEM PROVIDED INDICATESLIMITATION# |
| | 9, NO ENHANCED FASTENING ALLOWED. |
| | |
| | 20) HURRICANE MANUFACTURING CORP. SERIES HMC 1000 AL |
| | STOREFRONT SYSTEM REQUIRES A FLORIDA COVERSHEET AND |
| | ASSOCIATED REPORT BY ENGCO INC # 05-228. |
| | |
| | 21) SHEETA3.02DETAIL# 5 IS THE WALL ADJACENT TO THE |
| | BRAILLE CLUB OF THE PALM BEACHES, THIS APPEARS TO BE A |
| | ZERO LOT LINE WALL REQUIRING A 3 HR FIRE RATING. AS |
| | DISCUSSED EARLIER UNDER COMMENT#12A THERE CAN BE NO |
| | OPENINGS ON THIS WALL, PLEASE LOOK AT SECTION 602.3 |
| | |
| | TYPE III BUILDINGS: 602.3 TYPE III. |
| | TYPE III CONSTRUCTION IS THAT TYPE OF CONSTRUCTION IN |
| | WHICH THE EXTERIOR WALLS ARE OF NONCOMBUSTIBLE |
| | MATERIALS AND THE INTERIOR BUILDING ELEMENTS ARE OF ANY |
| | MATERIAL PERMITTED BY THIS CODE. FIRE-RETARDANT-TREATED |
| | WOOD FRAMING COMPLYING WITH SECTION 2303.2 SHALL BE |
| | PERMITTED WITHIN EXTERIOR WALL ASSEMBLIES OF A 2-HOUR |
| | RATING OR LESS. |
| | THIS PARTICULAR WALL AND PARAPET WILL REQUIRE A 3 HOUR |
| | FIRE RATING!!! PLEASE REVISE DETAILS. |
| | |
| | 22) THE STRUCTURAL SHEETS DO NOT INDICATE AS TO WHAT |
| | CODE OR TO WHAT WIND DESIGN THEY DESIGNED THIS BUILDING |
| | TOO? |
| | |
| | 2004 FL. BLD CODE 1603.1.4 THE |
| | FOLLOWING INFORMATION RELATED TO WIND |
| | SHALL BE SHOWN ON THE CONSTRUCTION |
| | DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 23) 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 II |
| | JIM WITMER C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
