| Date |
Text |
| 2006-04-04 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 06010515 |
| | ADD: 516 BANYAN BLVD |
| | CONT: THE WEITZ CO |
| | TEL: (561)346-6432 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | " THE PLACE VIA CLEMATIS" |
| | |
| | ARCH: COLLADO & PARTNERS INC |
| | (305)659-9911 |
| | |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE NEW |
| | 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) NOTE THIS IS A THRESHOLD BUILDING |
| | REQUIRING (3) OF ALL SUBMITTALS, |
| | PLANS, REPORTS, REVISIONS OR SUBMITTALS |
| | TO THE BUILDING DEPARTMENT FOR OUR |
| | RECORD. THESE DOCUMENTS WILL REQUIRE |
| | ORIGINALS WITH RAISED SEAL, SIGNATURE |
| | AND DATE. |
| | PLANS, SPECIFICATIONS,REPORT OR |
| | OTHER DOCUMENTS PREPARED BY THE |
| | PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE |
| | SEAL OF THE DESIGN PROFESSIONAL |
| | TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEER |
| | FL ATATE STAT: 61G16.003 ARCHITECT |
| | |
| | 2)FL S S 713.13: |
| | NOTICE OF COMMENCEMENT, TO BE RECORDED |
| | WITH THE CLERK OF THE COURT BEFORE A |
| | PERMIT WILL BE ISSUED. NOTE: |
| | 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)SURVEY SUBMIT (3) ORIGINAL SURVEYS |
| | WITH RAISED SEAL, SIGNATURE W/ DATE. |
| | |
| | 4) BEFORE A PERMIT TO CONSTRUCT, MAY BE |
| | ISSUED, IMPACT FEES MUST BE PAID TO |
| | 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. |
| | |
| | 5) FL S. S. 553.71(7) |
| | (THRESHOLD BUILDING) |
| | ANY BUILDING GREATER THAN (3) STORIES OR |
| | 50 FEET IN HEIGHT, OR WHICH HAS AN |
| | ASSEMBLY OCCUPANCY CLASSIFICATION AS |
| | DENIED IN FLORIDA BUILDING CODE WHICH |
| | EXCEEDS 5,000 SQ FT IN AREA AND AN |
| | OCCUPANT LOAD OF GREATER THAN 500 PEOPLE |
| | 105.13.1 THE ENFORCING AGENCY SHALL |
| | REQUIRE A SPECIAL INSPECTOR TO PERFORM |
| | STRUCTURAL INSPECTIONS ON A THRESHOLD |
| | BUILDING PURSUANT TO A STRUCTURAL |
| | INSPECTION PLAN PREPARED BY THE ENGINEER |
| | OF RECORD. THE STRUCTURAL INSPECTION |
| | PLAN MUST BE SUBMITTED TO THE |
| | ENFORCEMENT |
| | AGENCY PRIOR TO THE ISSUANCE OF A |
| | PERMIT FOR THE CONSTRUCTION OF THRESHOLD |
| | BUILDING. THE PURPOSE OF THE STRUCTURAL |
| | INSPECTION PLAN IS TO PROVIDE SPECIFIC |
| | INSPECTION PROCEDURES AND STANDARDS |
| | SO THAT THE BUILDING CAN BE ADEQUATELY |
| | INSPECTED FOR COMPLIANCE WITH THE |
| | PERMITTED DOCUMENTS. |
| | |
| | 6)WPB AMENDMENT 105.13.6. W.P.B. |
| | CONSTRUCTION SERVICES DEPARTMENT |
| | REQUEST FOR THRESHOLD BUILDINGS A |
| | SPECIAL INSPECTOR AS REQUIRED BY S. |
| | 553.79(5) FLORIDA STATUTES TO THE MIN- |
| | IMUM INSPECTIONS REQUIRED BY THIS CODE. |
| | CONTACT HAROLD PISKURA MANAGER OF THE |
| | SPECIAL INSPECTOR PROGRAM AT (561) |
| | 805-6711 FOR FURTHER INFORMATION BEFORE |
| | THE PERMIT MAY BE ISSUED. |
| | |
| | 7) W.P.B. AMENDMENT 105.13.4.4 ALL PLANS |
| | FOR THE BUILDING WHICH ARE REQUIRED TO |
| | BE SIGNED AND SEALED BY THE ARCHITECT OR |
| | ENGINEER OF RECORD CONTAIN A STATEMENT |
| | THAT, TO THE BEST OF THE ARCHITECT'S PR |
| | ENGINEER'S KNOWLEDGE, THE PLANS AND |
| | SPECIFICATIONS COMPLY WITH THE |
| | APPLICABLE FIRE-SAFETY STANDARDS AS |
| | DETERMINED BY THE LOCAL AUTHORITY IN |
| | ACCORDANCE WITH THIS SECTION AND 633 |
| | FLORIDA STATUTE. |
| | |
| | 8 ) 109.3.10* IMPACT OF CONSTRUCTION. |
| | ALL CONSTRUCTION ACTIVITY REGULATED BY |
| | THIS CODE SHALL BE PERFORMED 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 PARCEL 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. |
| | |
| | 9) 109.3.10.1 HURRICANE 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 PERSON 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. |
| | |
| | 10) 110.2* W. P. B. ADMINISTRATIVE CODE, |
| | INFORMATION THAT IS REQUIRED FOR RECORD |
| | KEEPING & FOR CERTIFICATE OF OCCUPANCY: |
| | A) THE EDITION OF THE 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. A OR B. |
| | 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. |
| | |
| | 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 |
| | IMPACT RESISTANT COVERING MEETING THE |
| | REQUIREMENTS OF SSTD 12, ASTM E 1886 |
| | ASTM E 1996, OR MIAMI-DADE TAS 201,202 |
| | AND 203 REFERENCED THEREIN AS FOLLOWING: |
| | |
| | 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. |
| | |
| | 12) PLANS ARE NOT COMPLETE AND A |
| | COMPLETE REVIEW CAN NOT BE ACCOMPLISHED |
| | UNTIL THE FOLLOWING ITEMS ARE SUBMITTED: |
| | 106.3.5* MINIMUM PLAN REVIEW CRITERIA |
| | FOR BUILDINGS. |
| | THE EXAMINATION OF THE DOCUMENTS BY THE |
| | BUILDING OFFICIAL SHALL INCLUDE THE |
| | FOLLOWING MINIMUM CRITERIA AND |
| | DOCUMENTS: A FLOOR PLAN; SITE PLAN; |
| | FOUNDATION PLAN; FLOOR/ROOF FRAMING PLAN |
| | OR TRUSS LAYOUT; AND ALL EXTERIOR |
| | ELEVATIONS: |
| | |
| | COMMERCIAL BUILDINGS: |
| | |
| | BUILDING |
| | 1.SITE REQUIREMENTS: |
| | |
| | PARKING |
| | FIRE ACCESS |
| | VEHICLE LOADING |
| | DRIVING/TURNING RADIUS |
| | FIRE HYDRANT/WATER SUPPLY/POST INDICATOR |
| | VALVE (PIV) |
| | SET BACK/SEPARATION (ASSUMED PROPERTY |
| | LINES) |
| | LOCATION OF SPECIFIC TANKS, WATER LINES |
| | AND SEWER LINES |
| | 2.OCCUPANCY GROUP AND SPECIAL |
| | OCCUPANCY REQUIREMENTS SHALL BE |
| | DETERMINED. |
| | 3.MINIMUM TYPE OF CONSTRUCTION |
| | SHALL BE DETERMINED (SEE TABLE 503 ). |
| | 4.FIRE-RESISTANT CONSTRUCTION |
| | REQUIREMENTS SHALL INCLUDE THE FOLLOWING |
| | COMPONENTS: |
| | |
| | FIRE-RESISTANT SEPARATIONS |
| | FIRE-RESISTANT PROTECTION FOR TYPE OF |
| | CONSTRUCTION |
| | PROTECTION OF OPENINGS AND PENETRATIONS |
| | OF RATED WALLS |
| | FIRE BLOCKING AND DRAFTSTOPPING AND |
| | CALCULATED FIRE RESISTANCE |
| | 5.FIRE SUPPRESSION SYSTEMS SHALL |
| | INCLUDE: |
| | |
| | EARLY WARNING SMOKE EVACUATION SYSTEMS |
| | SCHEMATIC FIRE SPRINKLERS |
| | STANDPIPES |
| | PREENGINEERED SYSTEMS |
| | RISER DIAGRAM |
| | SAME AS ABOVE. |
| | 6.LIFE SAFETY SYSTEMS SHALL BE |
| | DETERMINED AND SHALL INCLUDE THE |
| | FOLLOWING REQUIREMENTS: |
| | |
| | OCCUPANT LOAD AND EGRESS CAPACITIES |
| | EARLY WARNING |
| | SMOKE CONTROL |
| | STAIR PRESSURIZATION |
| | SYSTEMS SCHEMATIC |
| | 7.OCCUPANCY LOAD/EGRESS |
| | REQUIREMENTS SHALL INCLUDE: |
| | |
| | OCCUPANCY LOAD |
| | GROSS |
| | NET |
| | MEANS OF EGRESS |
| | EXIT ACCESS |
| | EXIT |
| | EXIT DISCHARGE |
| | STAIRS CONSTRUCTION/GEOMETRY AND |
| | PROTECTION |
| | DOORS |
| | EMERGENCY LIGHTING AND EXIT SIGNS |
| | SPECIFIC OCCUPANCY REQUIREMENTS |
| | CONSTRUCTION REQUIREMENTS |
| | HORIZONTAL EXITS/EXIT PASSAGEWAYS |
| | 8.STRUCTURAL REQUIREMENTS SHALL |
| | INCLUDE: |
| | |
| | SOIL CONDITIONS/ANALYSIS |
| | TERMITE PROTECTION |
| | DESIGN LOADS |
| | WIND REQUIREMENTS |
| | BUILDING ENVELOPE |
| | STRUCTURAL CALCULATIONS |
| | FOUNDATION |
| | WALL SYSTEMS |
| | FLOOR SYSTEMS |
| | ROOF SYSTEMS |
| | THRESHOLD INSPECTION PLAN |
| | STAIR SYSTEMS |
| | 9.MATERIALS SHALL BE REVIEWED AND |
| | SHALL AT A MINIMUM INCLUDE THE |
| | FOLLOWING: |
| | |
| | WOOD |
| | STEEL |
| | ALUMINUM |
| | CONCRETE |
| | PLASTIC |
| | GLASS |
| | MASONRY |
| | GYPSUM BOARD AND PLASTER |
| | INSULATING (MECHANICAL) |
| | ROOFING |
| | INSULATION |
| | 10.ACCESSIBILITY REQUIREMENTS SHALL |
| | INCLUDE THE FOLLOWING: |
| | |
| | SITE REQUIREMENTS |
| | ACCESSIBLE ROUTE |
| | VERTICAL ACCESSIBILITY |
| | TOILET AND BATHING FACILITIES |
| | DRINKING FOUNTAINS |
| | EQUIPMENT |
| | SPECIAL OCCUPANCY REQUIREMENTS |
| | FAIR HOUSING REQUIREMENTS |
| | 11.INTERIOR REQUIREMENTS SHALL |
| | INCLUDE THE FOLLOWING: |
| | |
| | INTERIOR FINISHES (FLAME SPREAD/SMOKE |
| | DEVELOPMENT) |
| | LIGHT AND VENTILATION |
| | SANITATION |
| | 12.SPECIAL SYSTEMS: |
| | |
| | ELEVATORS |
| | ESCALATORS |
| | LIFTS |
| | 13.SWIMMING POOLS: |
| | |
| | BARRIER REQUIREMENTS |
| | SPAS |
| | WADING POOLS |
| | |
| | NOTE ADDITIONAL COMMENTS MAY APPEAR AS A |
| | DIRECT RESULT OF THE ADDITIONAL |
| | INFORMATION TO BE SUBMITTED. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
