| Date |
Text |
| 2004-11-16 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 04090032 |
| | ADD: 1950 PRESIDENTIAL WAY |
| | CONT: BAINES |
| | TEL: (561)718-3997 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 2ND REVIEW |
| | ACTION: DENIED |
| | |
| | 1) COMMENT# 2FROM THE PREVIOUS REVIEW, |
| | DELT WITH A SINGLE PERMIT COVERING 3 |
| | BUILDINGS. THE BUILDING OFFIFIAL NEIL |
| | MELICK WILL REQUIRE A SEPERATE PERMIT |
| | FOR EACH BUILDING. A SEPERATE PERMIT |
| | NUMBER WILL BE REQUIRED WITH ASSOCIATED |
| | FEES AND REVIEWS. |
| | |
| | 2) COMMENT# 3 FROM THE PREVIOUS REVIEW, |
| | THE PERMIT APPLICATION INDICATES (2 |
| | LOTS): |
| | 74-43-43-17-07-000-0051 |
| | 74-43-43-17-07-000-0052 |
| | THE PROPOSED BUILDING STRUCTURE |
| | TRANSGRESSES LEGAL BOUNDARY LINES |
| | BETWEEN THE LOTS WHICH COMBINE TO FORM |
| | 'THE SITE'.A 'UNITY OF TITLE' SHALL |
| | BE |
| | RECORDED AT THE COUNTY COURTHOUSE. |
| | SUBMIT A COPY OF THE RECORDED 'UNITY OF |
| | OF TITLE' DOCUMENT SO THAT FBC TABLE |
| | 600 |
| | BOUNDARY LINE REQUIREMENTS MAY BE |
| | DEEMED |
| | NOT APPLICABLE. |
| | |
| | 3) COMMENT# 4 FROM THE PREVIOUS REVIEW, |
| | 903.8.2 FLOR ST STATUTE 553.895(2) ALL |
| | RESIDENTIAL BUILD. 3 OR MORE STORIES |
| | TALL WHETHER DESIGNATED AS TOWNHOUSE, |
| | CONDOMINIUMS, "APARTMENT HOUSES, |
| | TENEMENTS, GARDEN APARTMENTS OR BY ANY |
| | OTHER NAME SHALL BE SUPPLIED BY FIRE |
| | SPRINKLERS MEETING NFPA 101. |
| | |
| | 4-A)COMMENT# 6 FROM THE PREVIOUS |
| | REVIEW, |
| | DEALS WITH THE SOILS REPORT, THE (3) |
| | SETS OF SOILS REPORTS SUBMITTED ARE NOT |
| | SIGNED NOR SEALED. FL STATE STATUTE |
| | ADMINISTRATIVE CODE 61G15-23.002 |
| | ENGINEERS, PLANS, |
| | SPECIFICATIONS,REPORTS |
| | OR OTHER DOCUMENTS PREPARED BY THE |
| | DESIGN PROFESSIONAL AND BEING FILED FOR |
| | PUBLIC RECORD SHALL HAVE THE SIGNATURE |
| | AND OF THE DESIGN PROFESSIONAL AFFIXED |
| | TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEERS |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | 4-B) AUGER PILE NO INFORMATION HAS BEEN |
| | SUBMITTED ON THE AUGER PILE S-1 |
| | PROVIDES |
| | THE LOCATION OF THE PILE BUT DIAMETER |
| | NOR LENGHT IS NOT GIVEN NOR THE NUMBER |
| | OF REBARS OR CAGES IN THE PILE? OR THE |
| | LOADS TO BE RESISTED?PROVIDE THE |
| | INFORMATION REQUIRED IN 1809 FOR |
| | CAST-IN |
| | -PLACE CONCRETE PILE. |
| | 4-C PROVIDE DOCUMENTATION OF THE |
| | GEO-TECH ENGINEERS OFFICE THAT WILL BE |
| | SUPERVISING THE INSTALLATION OF THE |
| | AUGER PILE AND SUBMITTING REPORTS. |
| | |
| | 5) COMMENT# 8 FROM THE PREVIOUS REVIEW, |
| | EXTERIOR GUARDRAILS ARE TO BE 42" TALL, |
| | SHEET A-3 2ND & 3RD STORY, SHEET A-6 |
| | ALLINDICATE THE USE OF EXTERIOR |
| | BALCONIES, REQUIREING 42" GUARDRAILS. |
| | SEE 1015.2 HEIGHT, GUARDRAILS SHALL |
| | FORM |
| | A VERTICAL PROTECTIVE BARRIER OF NOT |
| | LESS THAN 42" HEIGHT. |
| | |
| | 6)COMMENT# 10 FROM THE PREVIOUS REVIEW, |
| | |
| | ASSUMED PROPERTY LINES BETWEEN BUILDINGS |
| | |
| | ON THE SAME LOT. 705.1.1.2 EXTERIOR |
| | WALLS WITHIN 15' OF ASSUMED PROPERTY |
| | LINES REQUIRE OPENING PROTECTIVES. |
| | SEE UNITS 1& 12/ 8&9. GARAGE DOORS, |
| | EXTERIOR SWING DOORS AND WINDOWS LOCATED |
| | WITHIN THE 15' FROM THE ASSUMED PROPERTY |
| | LINE REQUIRE OPENING PROTECTIVES. |
| | SEE THE BACK OF UNITS 1-4 & 9-12 ARE |
| | ALSO LESS THAN 15' FROM THE PROPERTY |
| | LINE.SEE TABLE 600 FOR TYPEV |
| | NPROTECTED, |
| | REQUIRES A (2) HR WALL FOR OPENINGS |
| | LOCATED WITHIN 10'-20' FROM PROPERTY |
| | LINES! THIS 2HR WALL REQUIRES THE |
| | OPENING PROTECTIVES FOR SAID UNITS. |
| | CONTRACTOR TO PROVIDE TESTING FOR SAID |
| | WINDOWS AND DOORS. NOTE WINDOWS THAT |
| | ARE |
| | FIRE RATED ARE NOT LARGE MISSLE IMPACT |
| | RATED, WILL NEED SHUTTERS. |
| | |
| | 7) COMMENT# 11 FROM THE PREVIOUS |
| | REVIEW, |
| | TABLE 600 FOR TYPE V BUILDING AT |
| | 10'-20'WILL ALLOW 20% OPENINGS, THE |
| | DIAGRAM SUBMITTED INDICATES COMPLIANCE |
| | WITH TABLE 600 BUT THE ITEM NOT |
| | CONSIDERED IN ALLOWABLE AREA IS THE |
| | FLOOR TRUSSES FOR BOTH FLOORS, WHEN THIS |
| | AREA IS DEDUCTED THE ALLOWABLE AREA |
| | WOULD BE 328.2 SQFT. |
| | THE WALL AREA IS CONSIDERED TO INCLUDE |
| | THE AREA FROM FLOOR LEVEL TO THE CEILING |
| | OF EACH STORY. THIS IS TAKEN FROM THE |
| | CODE COMMENTARY, COMMENTARY ON TABLE |
| | 600 |
| | |
| | |
| | 8) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | COMMENT# 12 FROM THE PREVIOUS REVIEW, |
| | SHEET A-7 WALL SECTION# 2, 3RD FLOOR IS |
| | MISSING FLOOR LEDGER. |
| | |
| | 9) COMMENT# 13 FROM THE PREVIOUS |
| | REVIEW, |
| | 2309.7.1 VENTILATION OF ATTIC,DETAIL"A" |
| | INDICATES THE INSULATION BLOCKING THE |
| | ATTIC VENTILATION, HOW WILL THIS BE |
| | CORRECTED. |
| | |
| | |
| | 10)COMMENT# 14 FROM THE PREVIOUS REVIEW, |
| | 1606.1.4(1) IN WIND BORNE DEBRIS |
| | REGIONS, EXTERIOR GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IN BUILDINGS SHALL BE |
| | ASSUMED TO BE OPENINGS UNLESS SUCH |
| | GLAZING IS IMPACT RESISTANT OR PROTECTED |
| | WITH AN IMPACT RESISTANT COVERING MEET- |
| | ING THE REQUIREMENTS OF SSTD 12, ASTM |
| | E 1886 AND ASTM E 1996 OR MIAMI-DADE. |
| | GLAZED OPENINGS LOCATED WITHIN 30 FT OF |
| | GRADE SHALL MEET THE REQUIREMENTS OF |
| | LARGE MISSLE TEST. |
| | FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) WINDOWS, FIXED & OPERATABLE |
| | B) EXTERIOR DOORS, SLIDING, SWING OR |
| | GARAGE DOORS |
| | C) MULLIONS VERTICAL OR HORIZONTAL |
| | D) STORM SHUTTERS- FOR FIRE RATED |
| | OPENINGS |
| | E) STRUCTURAL COMPONENTS- TRUSS ANCHORS |
| | F) STRUCURAL COMPONENTS- EXTERIOR |
| | RAILINGS |
| | G) ROOFING ASSEMBLIES |
| | 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) COMMENT# 15 FROM THE PREVIOUS |
| | REVIEW, STORM SHUTTERS FOR FIRE RATED |
| | OPENINGS.FL BLD CODE 2001 SECTION |
| | 103.6, 1606.1.4, 1707.4 & 3401.7.2.4. |
| | PROCEDURES: 1(B) A COMPLETE INSTALLATION |
| | SCHEDULE SUMMARIZING & IDENTIFYING |
| | OPENING SIZES, STORY HEIGHTS, UNIT MARK |
| | NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM |
| | BAR REINFORCING REQUIREMENTS, WALL PRES- |
| | SURE ZONES, SLAT TYPES, ETC., SHALL BE |
| | SUBMITTED AT TIME OF PERMIT APPLICATION |
| | TO FACILITATE PLAN REVIEW AND PERMIT |
| | ISSUANCE. |
| | |
| | 12) COMMENT# 17 FROM THE PREVIOUS |
| | REVIEW |
| | 1707.4.3 EACH EXTERIOR DOOR ASSEMBLY |
| | NOT COVERED BY 1707.4.2 |
| | (GLAZED DOORS) SHALL BE LISTED AND TEST- |
| | ED FOR A PERIOD EQUAL TO THE QUANITY |
| | 3600/ V WHERE THE TIME PERIOD IS IN |
| | SECTIONS AND V IS IN MILES PER HR TAKEN |
| | FROM FIGURE 1606. THE TIME PERIOD SHALL |
| | ALSO INCLUDE A 10 SECOND PERIOD AT A |
| | LOAD EQUAL TO 1.5 TIMES THE DESIGN |
| | PRESSURE. DADE COUNTY & SBCCI REPORTS |
| | ARE ACCEPTED. |
| | |
| | 13) COMMENT# 18 FROM THE PREVIOUS |
| | REVIEW |
| | 1707.4.5.1 MULLIONS OCCURRING BETWEEN |
| | INDIVIDUAL WINDOW AND GLASS |
| | DOOR ASSEMBLIES. TESTING REPORTS ARE |
| | REQUIRED BY AN APPROVED TESTING |
| | LABORATORY OR BE ENGINEERED. |
| | |
| | 14) COMMENT# 19 FROM THE PREVIOUS |
| | REVIEW |
| | 1707.4.5.2 MULLIONS SHALL BE DESIGN- ED |
| | TO TRANSFER THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| | TO THE ROUGH OPENING SUBTRATE. |
| | |
| | 15) COMMENT#20 FROM THE PREVIOUS REVIEW |
| | RIBBED LATH, THE WEIGHT OF THE RIBBED |
| | LATH HAS NOT BEEN PROVIDED FOR THE |
| | HORIZONTAL SPANS SPECIFIED. |
| | NOTE NO MENTION OF A VAPOR BARRIER |
| | BEHIND THE WIRE LATH, ASTM C 1063. |
| | |
| | 16) COMMENT# 21 FROM THE PREVIOUS |
| | REVIEW |
| | 1503.4.4 PROTECTION AGAINST DECAY & |
| | TERMITES. CONDENSATE LINES & ROOF DOWN |
| | SPOUTS SHALL DISCHARGE AT LEAST 1 FT. |
| | AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EX- |
| | TENSIONS, OR SPLASH BLOCKS. |
| | NOTE COMMENT SHEET INDICATES SEE M-1, |
| | NO SUCH PAGES SUBMITTED. |
| | |
| | 17) COMMENT# 22 FROM THE PREVIOUS |
| | REVIEW |
| | 1511.7 ROOF MOUNTED MECHANICAL UNIT S |
| | SHALL BE MOUNTED ON CURBS RAISED A |
| | MINIMUM OF 8 INCHES ABOVE THE ROOF SUR- |
| | FACE, OR WHERE ROOFING MATERIALS EXTEND |
| | BENEATH THE UNIT, ON RAISED EQUIPMENT |
| | SUPPORTS PROVIDING A MINIMUM CLEARENCE |
| | HEIGHT IN ACCORDANCE WITH TABLE 1511.7. |
| | MECH. 301.13 WIND RESISTANCE MECHANICAL |
| | EQUIPMENT, APPLIANCES AND SUP PORTS THAT |
| | ARE EXPOSED TO WIND SHALL BE DESIGNED |
| | AND INSTALLED TO RESIST THE WIND |
| | PRESSURES ON THE EQUIPMENT & THE |
| | SUPPORTS AS DETERMINED IN ACCORDANCE |
| | WITH THE FL BLD CODE. THIS MAY BE ACCOMP |
| | LISHED BY DESIGN OR BY APPLICATION OF |
| | SECTION 301.13.1.NOTE: COMMENT SHEET |
| | INDICATES A M-1, NO SUCH PAGES |
| | SUBMITTED. |
| | |
| | 18) 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. |
| | |
| | |
| | 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. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
