| Date |
Text |
| 2006-04-15 00:00:00 | 26204717 |
| | BUILDING PLAN REVIEW |
| | PERMIT: 05080676 |
| | ADD: 719 EXECUTIVE CENTER DR |
| | (TOWNHOUSE #7) |
| | CONT: THE WEITZ CO. |
| | TEL: (561)686-5511 |
| | CELL:(954)675-4302 |
| | |
| | ARCHITECT: ACI ARCHITECRTURALGROUP |
| | PAUL M. TWITTY |
| | TEL:(561)832-5599 |
| | STRUC ENGINEER: ONM&J |
| | PHILLIP RIZZO |
| | TEL:(561)835-9994 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 2ND REVIEW |
| | ACTION: DENIED |
| | |
| | 1)*******IMPORTANT NOTE IGNORED******* |
| | 2ND REQUEST, |
| | EITHER THE CONTRACTOR OR DESIGN |
| | PROFESSIONAL HAS TO TAKE RESPONSIBILITY |
| | FOR THIS PROJECT AND COMPLY WITH THIS |
| | REQUEST, REMOVE ALL VOIDED SHEETS FROM |
| | THE PERMIT DOCUMENT. |
| | 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) NOTE: 105.8*/ 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. |
| | |
| | 3A)109.3.7*THIS PARTICUAL TYPE OF |
| | BUILDING WILL REQUIRE A SPECIAL |
| | INSPECTOR, FOR THE MID RISE AND HIGH |
| | RISE A THRESHOLD INSPECTOR SHALL BE |
| | REQUIRED, WILL THIS BE THE SAME PERSON |
| | OR WILL THERE BE TWO INDIVIDUALS? |
| | FORMS WILL NEED TO BE FILLED OUT FOR THE |
| | SPECIAL INSPECTOR, CONTACT HAROLD |
| | PISKURA, INSPECTION SERVICES MANAGER @ |
| | (561)805-6711 TO SEET UP AN APPOINTMENT. |
| | 3B) SINCE THERE WILL BE A ON SITE |
| | INSPECTOR (3) |
| | |
| | |
| | 4) 2ND REQUEST, 106.3.3* PRODUCT |
| | APPROVALS. THOSE PRODUCTS WHICH ARE |
| | REGULATED BY DCA RULE 9B-72 SHALL BE |
| | REVIEWED AND APPROVED IN WRITTING BY THE |
| | DESIGNER OF RECORD PRIOR TO SUBMITTAL |
| | FOR " JURISDICTIONAL APPROVAL", (LOCAL |
| | PRODUCT APPROVAL). |
| | |
| | 5) 2ND REQUEST, SITE PLAN NEEDS TO BE |
| | SUBMITTED TO ADDRESSING PERSONEL LILI |
| | URSA FOR ADDRESSING AS WELL AS NEW PLAT |
| | MAP FOR THE COMBINATION OF LOTS. LILI |
| | URSA CONTACT NUMBER IS (561)822-1239. |
| | |
| | 6) THE TERM TOWNHOUSE TO DESCRIBE THIS |
| | TYPE OF BUILDING RAISES CONCERNS: |
| | 6A) 2ND REQUEST, THE DEFINITION USED |
| | UNDER THE 2004 FL BLDG CODE IS LOCATED |
| | UNDER 705.4.1.1. WHICH REQUIRES ZERO |
| | CLEARENCE FROM PROPERTY LINES. REMOVE |
| | THIS TERM FROM ALL DOCUMENTS SUBMITTED |
| | FOR PERMITTING. THE TERM TOWNHOUSE WILL |
| | NOT BE ON ANY DOCUMENT UNLESS IT MEETS |
| | THE 2004 FBC, CHAPTER 2, DEFINITION OF |
| | "TOWNHOUSE". |
| | |
| | 6B) THERE IS A DISCREPANCY IN THE PLANS |
| | SINCE THE BOUNDRY SURVEY FOR PARCEL# 7, |
| | ONLY INDICATES 2 LOTS PARCEL 1&2. FOR |
| | TOWNHOUSES EACH UNIT WILL REQUIRE |
| | INDIVIDUAL PROPERTY CONTROL NUMBERS |
| | WITH ASSOCIATED PROPERTY LINE.DO NOT USE |
| | THE TERM TOWNHOUSE UNLESS THERE WILL BE |
| | SEPERATE AND INDIVIDUAL LOTS FOR EACH |
| | UNIT. DEFINITION OF "TOWNHOUSE 2004 FBC, |
| | CHAPTER 2, DEFINITIONS. |
| | |
| | 6C) 2ND REQUEST,THE SURVEY DOES SHOW 2 |
| | SEPERATE LOTS |
| | WHICH APPEAR TO CUT THROUGH BULDING "B" |
| | AND BUILDING "C". A UNITY OF TITLE SHALL |
| | BE REQUIRED, TABLE 601 AND 602. |
| | |
| | 6D) 2ND REQUEST, THERE IS ANOTHER |
| | DISCREPANCY IN HOW |
| | THE BUILDINGS ARE DESCIBED. PLANS |
| | INDICATE BUILDINGS A-G, WHERE AS THE |
| | APPLICATION DESCIPTION IS "TOWNHOUSE |
| | # 7". |
| | |
| | 7)2ND REQUEST, |
| | ENERGY COMPLIANCE FORMS: |
| | 7A) REMOVE THE WORDING "TOWNHOMES" |
| | 7B) UPDATE FORM TO FORM 600A-04 |
| | 7C) LINE# 3 CORRECT FROM SINGLE FAMILY |
| | TO MULTI-FAMILY, 13-101.2,SUBCHAPTER |
| | 13-6, RESIDENTIAL BUILDINGS COMPLIANCE |
| | METHODS. SINGLE-FAMILY RESIDENTIAL |
| | BUILDINGS AND MULTIPLE-FAMILY BUILDINGS |
| | OF THREE STORIES OR LESS SHALL COMPLY |
| | WITH THIS CHAPTER OF THE CODE. |
| | 7D) CORRECTTHE CLIMATE ZONE BOX FOR |
| | PALM BEACH COUNTY. |
| | |
| | 8) COMPLIED. |
| | |
| | 9A)2ND REQUEST, RESPONCE SEE |
| | SPECIFICATIONS, WHERE? SHEET A5.1.2 WALL |
| | SECTIONS DOESN'T INDICATE WHAT TYPE OF |
| | TERMITE TREATMENT FOR SOILS WILL BE |
| | USED, SEE 1816.1. 9B) THIS SAME SHEET |
| | INDICATES THE USE OF A VAPOR BARRIER, |
| | MUST BE A MINIMUM OF 6 MIL TO BE USED |
| | WITH CHEMICALLY TREATED TERMITE |
| | TREATMENT FOR SOILS BENEATH SLAB. |
| | 1806.1.4. SEE SOILS REPORT |
| | RECOMMENDATION OF 10 MIL POLY, (8.4.2) |
| | 9C) 1816.1.6 IF SOIL TREATMENT IS USED |
| | FOR SUBTERRANEAN TERMITE PREVENTION, |
| | CHEMICAL SOIL TREATMENT SHALL BE APPLIED |
| | UNDER ALL EXTERIOR CONCRETE OR GRADE |
| | WITHIN 1 FT OF THE PRIMARY STRUCTURE |
| | SIDEWALLS. |
| | |
| | 10) SHEET A6.1.1: |
| | 10A)10A) 1203.2.ATTIC SPACE. TRUE THIS |
| | SPACE IS NOT ATTIC SPACE. 1203.1 SEE |
| | CODE COMMENTARY ABOUT THIS TYPE OF USAGE |
| | OR SPACE.EVERY ROOM OR SPACE MUST BE |
| | PROVIDED WITH VENTILATION. THE SELECTION |
| | OF NATURAL VENTILATION ON A ROOM BY ROOM |
| | OR SPACE BY SPACE IS THE DESIGNER'S |
| | PREROGATIVE. INDICATE HOW VENTILATION |
| | WILL BE ACCOLPLISHED, BY TRANSFER |
| | GRILLES, ETC? |
| | |
| | 10B) 2ND REQUEST, DETAIL# 8 DOESN'T |
| | MATCH SHEET A3.2.1OR VARIOUS CUT |
| | SECTIONS THROUGH THE ROOF SHEATHING, THE |
| | PLANS REVEAL 2 THICKNESSES OF SHEATHING |
| | &USE OF 1/2" THICK HIGH DENSITY |
| | SUBTRATE, PLEAASE CORRECT ALL DETAILS TO |
| | THE SAME THICKNESS AND COMPLY WITH |
| | TABLE2304.7(5) |
| | |
| | 10C) 2ND REQUEST. DETAIL# 8 WAS |
| | CORRECTED, DETAIL# 9 STILL INDICATES |
| | HIGH DENSITY SUBSTRATE. TABLE 2304.7(5) |
| | FOOTNOTE (A) PLYWOOD STRUCTURAL PANELS |
| | ARE 5-PLY, 5LAYER UNLESS OTHERWISE |
| | NOTED. CHANGE IN FOOTNOTE NEW YELLOW |
| | PAGES. |
| | |
| | 10D) COMPLIED. |
| | |
| | 10E)2ND REQUEST, THIS IS FOR FIRE |
| | STOPPING,I AMNOT ASKING FOR DRAFT |
| | STOPPING UNDER THIS CODE ARTICLE!!!!! |
| | MISSING EXT WALL AND FLOOR TRUSS |
| | MISSING THE FIRESTOPPING SEPERATING |
| | VERTICAL & HORIZONTAL AREAS.717.2.3 |
| | DETAIL# 11 MISSING FIRE STOPPING AT TOP |
| | OF WALL TO ROOF TRUSSES.717.2.3 |
| | CONNECTIONS BETWEEN HORIZONTAL AND |
| | VERTICAL SPACES. FIREBLOCKING SHALL BE |
| | PROVIDED AT INTERCONNECTIONS BETWEEN |
| | CONCEALED VERTICAL STUD WALL OR |
| | PARTITION SPACES AND CONCEALED |
| | HORIZONTAL SPACES CREATED BY AN ASSEMBLY |
| | OF FLOOR JOISTS OR TRUSSES, AND BETWEEN |
| | CONCEALED VERTICAL AND HORIZONTAL SPACES |
| | SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, |
| | COVE CEILINGS AND SIMILAR LOCATIONS. |
| | |
| | 717.2.1 FIREBLOCKING MATERIALS. |
| | FIREBLOCKING SHALL CONSIST OF 2-INCH (51 |
| | MM) NOMINAL LUMBER OR TWO THICKNESSES OF |
| | 1-INCH (25 MM) NOMINAL LUMBER WITH |
| | BROKEN LAP JOINTS OR ONE THICKNESS OF |
| | 0.719-INCH (18.3 MM) WOOD STRUCTURAL |
| | PANEL WITH JOINTS BACKED BY 0.719-INCH |
| | (18.3 MM) WOOD STRUCTURAL PANEL OR ONE |
| | THICKNESS OF 0.75-INCH (19 MM) |
| | PARTICLEBOARD WITH JOINTS BACKED BY |
| | 0.75-INCH (19 MM) PARTICLEBOARD. GYPSUM |
| | BOARD, CEMENT FIBER BOARD, BATTS OR |
| | BLANKETS OF MINERAL WOOL OR GLASS FIBER |
| | OR OTHER APPROVED MATERIALS INSTALLED IN |
| | SUCH A MANNER AS TO BE SECURELY RETAINED |
| | IN PLACE SHALL BE PERMITTED AS AN |
| | ACCEPTABLE FIREBLOCK. BATTS OR BLANKETS |
| | OF MINERAL OR GLASS FIBER OR OTHER |
| | APPROVED NONRIGID MATERIALS SHALL BE |
| | PERMITTED FOR COMPLIANCE WITH THE |
| | 10-FOOT (3048 MM) HORIZONTAL |
| | FIREBLOCKING IN WALLS CONSTRUCTED USING |
| | PARALLEL ROWS OF STUDS OR STAGGERED |
| | STUDS. LOOSE-FILL INSULATION MATERIAL |
| | SHALL NOT BE USED AS A FIREBLOCK UNLESS |
| | SPECIFICALLY TESTED IN THE FORM AND |
| | MANNER INTENDED FOR USE TO DEMONSTRATE |
| | ITS ABILITY TO REMAIN IN PLACE AND TO |
| | RETARD THE SPREAD OF FIRE AND HOT GASES. |
| | THE INTEGRITY OF FIREBLOCKS SHALL BE |
| | MAINTAINED. |
| | |
| | |
| | 10F)2ND REQUEST,PROVIDE A READABLE |
| | DOCUMENT NOT A REDUCED 1/2 SHEET COPY. |
| | DETAIL # 17 INDICATES THE USE OFA |
| | MUD DOWN ROOF TILE SYSTEM. PROVIDE A FL |
| | STATE APPROVAL COVERSHEET WITH THE |
| | ASSOCIATED NOA REPORT. ALSO PROVIDE THE |
| | TYPE OF UNDERLAYMENT TO BE USED. |
| | THE DOCUMENT SUBMITTED IS SBS MODIFIED |
| | BITUMEN OVERLIGHT WEIGHT CONCRETE |
| | DECK, WHEERE IS THIS TO BE USED?????? |
| | |
| | 10G) NEW COMMENT, DEALS WITH HIP AND |
| | RIDGE ATTACHMENT, 1507.3.7 ATTACHMENT & |
| | 1507.3.8 APPLICATION BOTH TO BE IN |
| | ACCORDANCE WITH FRSA/ TRI 07320, THE |
| | NEWEST STANDARD 08-05.SEE TABLE 11 FOR |
| | NUMBER OF CLIPS, SPACING AND FASTENERS. |
| | PROVIDE INFORMATION ON DOCUMENT. |
| | |
| | 11) SHEET A4.1.1: |
| | 11A)2ND REQUEST, PLANS DO NOT REFLECT |
| | THEREQUIREMENTS FOR DRAFTSTOPPING, |
| | SEE SECTIONS: 717.3.2 FOR FLOOR/ CEILING |
| | |
| | ASSEMBLIES & 717.4 FOR IN ATTICS. NOTE |
| | THE SLEEPING UNIT SEPERATION. |
| | 717.3.2 GROUPS R-1, R-2, R-3 AND R-4. |
| | DRAFTSTOPPING SHALL BE PROVIDED IN |
| | FLOOR/CEILING SPACES IN GROUP R-1 |
| | BUILDINGS, IN GROUP R-2 BUILDINGS AS |
| | APPLICABLE IN SECTION 101.2 WITH THREE |
| | OR MORE DWELLING UNITS, IN GROUP R-3 |
| | BUILDINGS AS APPLICABLE IN SECTION 101.2 |
| | WITH TWO DWELLING UNITS AND IN GROUP R-4 |
| | BUILDINGS. DRAFTSTOPPING SHALL BE |
| | LOCATED ABOVE AND IN LINE WITH THE |
| | DWELLING UNIT AND SLEEPING UNIT |
| | SEPARATIONS. |
| | |
| | 717.4.2 GROUPS R-1 AND R-2. |
| | DRAFTSTOPPING SHALL BE PROVIDED IN |
| | ATTICS, MANSARDS, OVERHANGS OR OTHER |
| | CONCEALED ROOF SPACES OF GROUP R-2 |
| | BUILDINGS WITH THREE OR MORE DWELLING |
| | UNITS AND IN ALL GROUP R-1 BUILDINGS. |
| | DRAFTSTOPPING SHALL BE INSTALLED ABOVE, |
| | AND IN LINE WITH, SLEEPING UNIT AND |
| | DWELLING UNIT SEPARATION WALLS THAT DO |
| | NOT EXTEND TO THE UNDERSIDE OF THE ROOF |
| | SHEATHING ABOVE. |
| | EXCEPTIONS: |
| | 1.WHERE CORRIDOR WALLS PROVIDE A |
| | SLEEPING UNIT OR DWELLING UNIT |
| | SEPARATION, DRAFTSTOPPING SHALL ONLY BE |
| | REQUIRED ABOVE ONE OF THE CORRIDOR |
| | WALLS. |
| | 2.DRAFTSTOPPING IS NOT REQUIRED IN |
| | BUILDINGS EQUIPPED THROUGHOUT WITH AN |
| | AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE |
| | WITH SECTION 903.3.1.1 . |
| | 3.IN OCCUPANCIES IN GROUP R-2 THAT |
| | DO NOT EXCEED FOUR STORIES IN HEIGHT, |
| | THE ATTIC SPACE SHALL BE SUBDIVIDED BY |
| | DRAFTSTOPS INTO AREAS NOT EXCEEDING |
| | 3,000 SQUARE FEET (279 M 2 ) OR ABOVE |
| | EVERY TWO DWELLING UNITS, WHICHEVER IS |
| | SMALLER. |
| | |
| | 717.4.1 DRAFTSTOPPING MATERIALS. |
| | MATERIALS UTILIZED FOR DRAFTSTOPPING OF |
| | ATTIC SPACES SHALL COMPLY WITH SECTION |
| | 717.3.1 . |
| | |
| | 11B)2ND REQUEST, RESPONCE SEE 10E, |
| | QUOTED THE WRONG RESPONCE SHOULD BE 10A. |
| | |
| | THE TERM ATTIC WILL NOT BE USED, UNDER |
| | WHAT METHOD WILL ACCESS BE GRANTED FOR |
| | THE USABLE SPACE ABOVE THE CEILING ? |
| | FLOOR AREA, GROSS.DEFINITION OF : THE |
| | FLOOR AREA WITHIN THE INSIDE PERIMETER |
| | OF THE EXTERIOR WALLS OF THE BUILDING |
| | UNDER CONSIDERATION, EXCLUSIVE OF VENT |
| | SHAFTS AND COURTS, WITHOUT DEDUCTION FOR |
| | CORRIDORS, STAIRWAYS, CLOSETS, THE |
| | THICKNESS OF INTERIOR WALLS, COLUMNS OR |
| | OTHER FEATURES. THE FLOOR AREA OF A |
| | BUILDING, OR PORTION THEREOF, NOT |
| | PROVIDED WITH SURROUNDING EXTERIOR WALLS |
| | SHALL BE THE USABLE AREA UNDER THE |
| | HORIZONTAL PROJECTION OF THE ROOF OR |
| | FLOOR ABOVE. THE GROSS FLOOR AREA SHALL |
| | NOT INCLUDE SHAFTS WITH NO OPENINGS OR |
| | INTERIOR COURTS. |
| | 13-02 DEFINITIONS:ADJACENT WALL, |
| | CEILING OR FLOOR. A WALL, CEILING OR |
| | FLOOR OF A STRUCTURE THAT SEPARATES |
| | CONDITIONED SPACE FROM ENCLOSED BUT |
| | UNCONDITIONED SPACE , SUCH AS AN |
| | UNCONDITIONED ATTACHED GARAGE, STORAGE |
| | OR UTILITY ROOM. |
| | COMPLIED SHEET A4.11 DETAIL 4. |
| | |
| | 12A)2ND REQUEST. SHEET A4.1.1 TH-7 THE |
| | SECOND FLOOR BEDROOM# 2 WINDOWS LABELED |
| | "D" ARE EMERGENCY EGRESS WINDOWS |
| | REQUIRING 5.7 SQ FT CLEAR OPENING OF |
| | VENT OPENING 1025.2. SHEET A7.3.1 WINDOW |
| | TYPE "D" OPEN VENT 2.33'X 2.25'=5.24' |
| | NOT 5.7 SQ FT FOR 2ND STORY EGRESS |
| | WINDOW. |
| | |
| | 121B)2ND REQUEST, LOOKING AT THE PRODUCT |
| | APPROVAL SUBMITTED,R C ALUMINIUM |
| | 03-12.16.04 THE WINDOW WIDTH IS 24" OR |
| | 30" NOT 28" AS LISTED ON A.7.3.1. |
| | |
| | 12C) 2ND REQUEST A4.1.1, A4.2.1 NOR |
| | A7.3.1. DO NOT INDICATE THE USEOF |
| | LARGE MISSLE TESTED GLAZING IN THE |
| | WINDOWS OR DOORS.RESPONCE SEE |
| | SPECIFICATIONS, WHERE? |
| | |
| | 12D) 2ND REQUEST SEE (12B) FOR |
| | DISCREPANCY IN PLANS VS PRODUCT |
| | APPROVAL. NOTE FOR THE 3 BEDROOM UNIT |
| | THEEGRESS WINDOWS CURRENTLY WORK BUT |
| | WHEN THEY ARE RESIZED TO THE |
| | MANUFACTURERS SIZES THEY MAY NOT MAKE |
| | THE 5.7 SQ FT.1 |
| | |
| | 13) 2ND REQUEST, INDICATE WHERE RESPONCE |
| | CAN BE FOUND, M7.1 DETAIL# 5 AHU DETAIL# |
| | CONDENSING UNIT . P2.1.1 CONDENSATE |
| | DRAINS: 1503.6 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. |
| | |
| | 14A)COMPLIED. |
| | |
| | 14B)COMPLIED. |
| | |
| | 15A) COMPLIED. |
| | |
| | 15B)COMPLIED. |
| | |
| | 16) COMPLIED. |
| | |
| | 17A)COMPLIED. |
| | |
| | 17B) COMPLIED. |
| | |
| | 18) COMPLIED. |
| | |
| | 19)2ND REQUEST. |
| | 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 |
| | |
| | |
| | |
| | 20) 2ND REQUEST, |
| | PRODUCT APPROVALS SUBMITED ARE FORBOTH |
| | LARGE AND REPORTS FOR |
| | SMALL MISSLE IMPACT GLAZING. GLAZED |
| | OPENINGS ZERO -30 FT REQUIRE LARGE |
| | MISSLE IMPACT GLAZING, OR SHUTTERS. |
| | SINCE THIS IS CONDOS AND A LARGE PROJECT |
| | IF SHUTTERS ARE TO BE USED APPROVAL FROM |
| | THE BUILDING OFFIICAL WILL BE REQUIRED. |
| | SEE THE BUILDING OFFICIALS |
| | INTERPRETATION OF CODE. SEE QUESTION 13 |
| | & 14 OF INTERPRETATION OF STANDARDS. |
| | **************************** |
| | (13) RECOGNIZING SUCH CONCERNS AS |
| | ABSENTEE OWNERS, OR CASES WHERE LONGER |
| | TIME & EFFORT IS NECESSARY TO SECURE |
| | SHUTTERS ON LARGE OR MULTI-STORY |
| | BUILDINGS, WHAT MEASURES ARE BEING |
| | RECOMMENDED OR IMPLEMENTED TO ENSURE |
| | THAT COMPLETE INSTALLATION OR SECURING |
| | IS DONE SUFFICIENTLY IN ADVANCE OF THE |
| | HURRICANE EVENT? |
| | (13) ANSWER: IN MATTERS CONCERNING |
| | PUBLIC SAFETY, HEALTH, AND THE GENERAL |
| | WELFARE NOT SPECIFICALLY ADDRESSED IN |
| | THE CODE SECTION 104.1* FLORIDA BUILDING |
| | CODE, 2004 EDITION, PROVIDES THE ABILITY |
| | FOR THE BUILDING OFFICIAL TO IMPLEMENT |
| | REQUIREMENTS FOR ENSURING STABILITY, |
| | STRENGTH, AND PROPER OPERATION OF |
| | EXISTING & NEW BUILDINGS. |
| | IN ORDER TO ASSURE THE SECURING OF |
| | SHUTTERS ON LARGE OR MULTI-STORY |
| | BUILDING, OR MULTIPLE BUILDINGS ON THE |
| | SAME PROPERTY, PRE-STORM PREPARATION |
| | PLANS MUST BE SUBMITTED BY THE PROPERTY |
| | OWNERS OR MANAGING AGENTS FOR REVIEW BY |
| | THE CONSTRUCTION SERVICES DEPARTMENT. |
| | ANY SUCH PLAN SHALL INCLUDE, AT A |
| | MINIMUM, ON-SITE LOCATION OF SHUTTERS, |
| | PARTY RESPONSIBLE FOR SECURING THE |
| | SHUTTERS (SAID PARTIES MUST BE LOCATED |
| | WITHIN PALM BEACH COUNTY), TOTAL NUMBER |
| | OF OPENINGS TO BE PROTECTED AND TOTAL |
| | TIME REQUIRED TO SECURE ALL OPENINGS. |
| | PROTECTION OF OPENINGS SHALL BE |
| | ACCOMPLISHED WITHIN TWELVE (12) HOURS OR |
| | LESS OF THE OFFICIAL NOTIFICATION BY THE |
| | NATIONAL WEATHER SERVICE OF A HURRICANE |
| | WATCH. |
| | PROVISIONS IN THE BUILDING CODES |
| | (AND THIS STANDARD) ARE NOT INTENDED TO |
| | PROHIBIT THE USE OF ALTERNATIVE |
| | MATERIALS AND METHODS, AND ALLOW THE |
| | BUILDING OFFICIAL TO REVIEW AND APPROVE |
| | ANY ALTERNATE DEEMED EQUIVALENT IN |
| | QUALITY, STRENGTH, EFFECTIVENESS, FIRE |
| | RESISTANCE, DURABILITY AND SAFETY |
| | PRESCRIBED BY CODE. BASED UPON THIS CODE |
| | PROVISION, ACCEPTANCE OF ALTERNATE |
| | MATERIALS AND METHODS MAY BE APPROVED ON |
| | A CASE-BY-CASE BASIS AND SHALL REQUIRE |
| | SUFFICIENT EVIDENCE OR PROOF TO |
| | SUBSTANTIATE ANY CLAIM MADE REGARDING |
| | THE ALTERNATE. |
| | |
| | (14)ARE REMOVABLE STORM PANELS |
| | APPROPRIATE FOR USE ON VERY LARGE, MID |
| | OR HIGH-RISE STRUCTURES? |
| | (14) ANSWERS: NO, EXCEPT ON THE |
| | GROUND FLOOR. ON COMMERCIAL AND |
| | MULTI-UNIT RESIDENTIAL STRUCTURES, ABOVE |
| | THE FIRST LEVEL, IMPACT RESISTANT |
| | GLAZING OR PERMANENTLY AFFIXED |
| | PROTECTIVE DEVICES SHALL BE INSTALLED. |
| | PERMANENTLY AFFIXED PROTECTIVE DEVICES |
| | SHALL REQUIRE THE WRITTEN APPROVAL OF |
| | THE BUILDING OFFICIAL. |
| | ************************** |
| | |
| | |
| | 21) FL BLD CODE 1609.6.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A)FRONT ENTRY DOOR |
| | B) LOUVER DOOR |
| | C) TRUSS ANCHORS |
| | D) STORM SHUTTERS |
| | E) ROOFING ASSEMBLIES |
| | |
| | 22)2ND REQUEST, RESPONCE A5.1.2 NOTED |
| | THIS SHEET CONTAINS SOME OF THE |
| | INFORMATION REQUIRED. |
| | |
| | THE CONTRACTOR FAILED TO SUBMIT A |
| | ROOFING PRODUCT APPROVAL WITH THE |
| | ASSOCIATED FL COVER SHEET FOR |
| | UNDERLAYMENT. THERE ARE VARIOUS TYPE OF |
| | UNDERLAYMENT AND THE TILE REPORTS |
| | INDICATE WHICH UNDERLAYMENTS ARE |
| | APPROVED TO WORK WITH THE CAP SHEET. |
| | |
| | CAP SHEET: THE REPORTSUBMITTED WAS |
| | REDUCED TO 1/2 THE SHEET. BARELY |
| | READABLE. WRONG REPORT WAS SUBMITTED. IS |
| | FOR SBS MODIFIED OVER LIGHT WEIGHT |
| | CONCRETE DECK. |
| | |
| | ROOF TILE, NO REPORT WAS SUBMITTED. |
| | |
| | _X__ WRONG REPORT. |
| | _X__ TYPE OF UNDERLAYMENT TO BE USED. |
| | _X__ TYPE OF TILE TO BE USED. |
| | _X__ TYPE OF FASTENING SYSTEM. |
| | _X__ REPORT SUBMITTED TO SMALL TO READ. |
| | |
| | 23)2ND REQUEST, |
| | BEFORE A PERMIT TO CONSTRUCT CAN BE |
| | ISSUED, IMPACT FEES MUST BE PAID TO PALM |
| | BEACH CO.,THE PERMIT PLANS STAMPED BY |
| | THEM AND THE RECEIPT ATTACHED TO THE |
| | PERMIT APPLICATION. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
