| Date |
Text |
| 2006-02-06 00:00:00 | PERMIT: 05091687 BLDG# 3 |
| | ADD:XXX N CONGRESS |
| | 74-43-43-20-00-000-3010 |
| | CONT: E. A. LANDERS |
| | TEL: (305)823-3938 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | COURTNEY LAKES APARTMENTS, LLC |
| | |
| | ARCH: FORUM ARCHITECTURE & INTERIOR DESIGN |
| | (407)830-1400 |
| | STRUC: ROBERT PLOWFIELD & ASSOC |
| | (407)657-6657 |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | ***IMPORTANT*** |
| | 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. |
| | |
| | |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | NOTE NOC WILL BE NULL & VOID 90 DAYS |
| | AFTER RECORDING AT THE CLERK OF THE |
| | COURTS OFFICE IF WORK HAS NOT STARTED. |
| | FL S S 713.13(2). |
| | |
| | 2) 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. |
| | |
| | 3) FL BLD CODE CHAP 13 ENERGY EFFICENCY |
| | PROVIDE ENERGY CALS/ W MANUAL "J" |
| | |
| | 4) ARCHITECTURAL PAGES DO NOT HAVE A |
| | RAISED SEAL. |
| | 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 |
| | |
| | 5)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. |
| | |
| | 6)FL S. S. 553.71(7) " THRESHOLD |
| | BUILDING" MEANING ANY BUILDING WHICH IS |
| | GREATER THAN (3) STORIES OR 50 FT IN |
| | HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPAN |
| | CY CLASSIFICATION AS DEINED IN THE |
| | FLORIDA BUILDING CODE WHICH EXCEEDS |
| | 5,000 SQ FT IN AREA AND AN OCCUPANT |
| | CONTENT OF GREATER THAN 500 PERSONS. |
| | |
| | 105.13.1 THE ENFORCING AGENCY SHALL |
| | REQUIRE A SPECIAL INSPECTOR TO PERFORM |
| | SRUCTURAL INSPECTIONS ON A THRESHOLD |
| | BUILDING PURSUANT TO A STRUCTURAL INSPEC |
| | TION PLAN PREPARED BY THE ENGINEER OF |
| | RECORD. THE STRUCTURAL INSPECTION PLAN |
| | MUST BE SUBMITTED TO THE ENFORCING AGEN- |
| | CY PRIOR TO THE ISSUANCE OF A BUILDING |
| | PERMIT FOR THE CONSTRUCTION OF A THRESH- |
| | OLD BUILDING. THE PURPOSE OF THE SRUCTUR |
| | AL INSPECTION PLAN IS TO PROVIDE SPECIF- |
| | IC INSPECTION PROCEDURES AND SCHEDULES |
| | SO THAT THE BUILDING CAN BE ADEQUATELY |
| | INSPECTED FOR COMPLIANCE WITH THE |
| | PERMITTED DOCUMENTS. |
| | |
| | 7) 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. |
| | |
| | 8) 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 CON- TAIN 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. |
| | |
| | 9A) CONTACT LILI URSA FOR ADDRESSING |
| | REQUIREMENTS @ (561)822-1239 |
| | |
| | 9B)PROVIDE A COPY OF THE NEW PLAT, LOT |
| | HAS BEEN SUBDIVIDED. |
| | |
| | 9C) ON ALL (3) PERMIT APPLICATIONS |
| | CORRECT THE PROPERTY CONTROL NUMBER TO |
| | THE NEW LOT. |
| | |
| | 9D) PROVIDE A SITE PLAN WITH LOCATION OF |
| | |
| | THE PROPOSED STRUCTURES WITH DIMENSIONS |
| | FOR TABLE 600 ISSUES.A2.01 HAS NO |
| | DIMENSIONS! |
| | |
| | 10A) CORRECT PERMIT APPLICATIONS AS TO |
| | DESRIPTION OF WORK FOR THE THREE |
| | BUILDINGS, CURRENTLY THERE WILL BE 1350 |
| | UNITS ON THIS PROJECT WHEN FINISHED, SEE DESCRIPTION OF |
| | PROJECT, EACH APPLICATION |
| | FOR BUILDINGS 1, 450 UNITS BUILDING 2 |
| | 450 UNITS & BUILDING 3, 450 UNITS |
| | TOTALING 1350. . |
| | |
| | 10B) PLEASE PULL PLANS APART INTO 3 SETS |
| | OF PLANS SO ALL PAGES THAT DEAL WITH |
| | BUILDING # 1 ARE IN ONE SET ETC. |
| | |
| | 10C) ADDITIONAL INFORMATION REQUIRED FOR |
| | RECORD KEEPING PURPOSES 106.1.2*: |
| | 10C)A) FLOOD ZONE |
| | 10C)B) FLOOD ELEVATION (IF A ZONE) |
| | 10C)C) LOMAR (IF A ZONE) |
| | 10C)D) NUMBER OF UNITS |
| | 10C)E) NUMBER OF FLOORS |
| | 10C)F) NUMBER OF BEDROOMS |
| | 10C)G) NUMBER OF ROOMS |
| | 10C)H) NUMBER OF BATHROOM |
| | 10C)I) SQ FT LIVING SPACE(TOTAL) |
| | 10C)J) SQ FT FOOT PRINT |
| | 10C)K) SQ FT UNDER ROOF (TOTAL) |
| | |
| | 10D) THE DESCRIPTION OF BUILDINGS AND |
| | PHASING ARE CONFUSING BECAUSE THE |
| | TERMINOLOGY, CURRENTLY THE CONTRACTOR |
| | HAS PERMIT APPLICATIONS IN FOR BUILDINGS |
| | 1,2& 3 NOT 4 NOR 5 AS BUILDINGS ARE |
| | DEPICTED ON SHEET A1.02. |
| | |
| | 10E) A1.04 INDICATES A PHASED PROJECT OF |
| | 5 BUILDINGS SEPERATED BY 4 HR WALLS. |
| | THEN THERE IS ANOTHER NOTE INDICATING |
| | TEMPORARY I HR WALLS WITH 45 MIN RATED |
| | DOORS. THIS PLAN IS NOT CLEAR AS WHAT |
| | WORK WILL BE COMPLETED WHEN. A MEETING |
| | WITH ALL CONCERNED WOULD BE GREATLY |
| | APPRECIATED. CONCERNS ON HOW EGRESS WAYS |
| | ARE TO BE ADDRESSED. HOW ACTIVE FIRE |
| | ALARM, FIRE SPRINKLER WILL BE MAITAINED |
| | WITH THE NEW PHASES BEING BUILT. WORK |
| | AREA BEING ISSOLATED FROM THE GENERAL |
| | PUBLIC.A ACCESSIBLE PATH TO THE RIGHT OF |
| | WAY DURING CONSTRUCTION OF ALL PHASES. |
| | |
| | 10F) THE PHASING PLAN INDICATED ON SHEET |
| | A1.04 INDICATES WORK ON BUILDING# 1 THEN |
| | JUMPING TO TWO OTHER BUILDINGS THEN BACK |
| | TO BUILDING# 1 JUMPING OVER AREAS TO BE |
| | PHASED IN LATER VERY IMPARTICAL AS TO |
| | HOW LIVE SYSTEMS ELECTRIC WATER AND FIRE SPRINKLERS ARE |
| | TO BE BUILT AND |
| | MAINTAINED. |
| | |
| | 10G) THIS REVIEW WILL CONSTITUTE OF |
| | BUILDING# 1 OF 515,540 SQ FT. PLANS |
| | REFER TO THIS AS BEING BLDG 1,2 & 3. |
| | |
| | 10H) A1.02 CODE COMPLIANCE FOR APARTMENT BUILDINGS |
| | PLANS INDICATE TYPE IV, UNPROTECTED , |
| | SPRINKLERED |
| | MAXIMUMHEIGHT ALLOWED IS 55' |
| | PROPOSED HEIGHT69'-3" |
| | PLEASE CORRECT BUILDING TYPE!!!!!! |
| | 503.2.2 ALLOWED THE DEDUCTION OF 1 STORY |
| | FOR THE PARKING GARAGE IF TYPE I OR TYPE |
| | II BUILDING. |
| | |
| | 10I) THE OTHER ISSUE IS THE ALLOWABLE |
| | AREA FOR A TYPE IV , UNPROTECTED, |
| | SPREINKLERED BUILDING THE ALLOWABLE |
| | AREAIS ONLY 24,000 SQ FT / FL. |
| | |
| | 10J) EVEN IF THE BUILDING WAS CONSIDERED |
| | A TYPE IV , 1 HR PROTECTED, SPRINKLERED |
| | BUILDING THE ALLOWABLE AREA INCREASE |
| | WILL BE 36,000/ FL BUT THE HEIGHT OF 65' |
| | STILL 4'-3" OF THE OVERALL HEIGH OF THE |
| | BUILDING, STILL REQUIRING THE 4 FOUR HR |
| | FIRE WALLS TO MAKE UP THE TOTAL AREA FOR |
| | THIS ONE BUILDING. THE OTHER ISSUE IS |
| | THE 4 HR FIRE WALLS DO NOT CONTINUE |
| | THROUGH THE GARAGE SEPERATING THEM INTO |
| | SEPERATE BUILDINGS. A 3HR FIRE RATED |
| | DOOR WOULD BE REQUIRED IN THE GARAGE |
| | LEVEL. PLEASE CORRECT. |
| | |
| | 10K) DISCREPANCY A1.02 CONSTRUCTION TYPE |
| | IV UNPROTECTED VS A1.21 FIRE RATING |
| | IV I HR RATED. |
| | |
| | 11) SHEET A1.05 |
| | |
| | 11A) PLEASE PROVIDE THE LISTING FOR |
| | RATED WALLS, U.L. OR OTHER |
| | RECOGNIZED LISTING AGENCY. |
| | |
| | 11B) PLANS INDICATE USE OF RINKER BLOCK, |
| | PROVIDE FROM THE MANUCATURER THE |
| | EQIVALENT THICKNESS OF BLOCK,709.3.1.1 |
| | THE FIRE RESISTANCE RATING OF WALLS AND |
| | PARTITIONS CONSTRUCTED OF CONCRETE |
| | MASONRY UNITS SHALL BE DETERMINED FROM |
| | TABLE 709.3.1.THE RATING SHALL BE |
| | BASED ON THE EQUIVALENT THICKNESS OF THE |
| | MASONRY AND TYPE OF AGGREGATE USED. |
| | |
| | 12)SITE PLAN A2.01 |
| | |
| | 12A) ACCESSIBLE ROUTE: FAIR HOUSING AT |
| | LEAST ONE ACCESSIBLE ROUTE SHALL BE |
| | PROVIDED WITHIN THE BOUNDARY OF THE SITE |
| | FROM PUBLIC TRANSPORTATION STOPS, |
| | ACCESSIBLE PARKING SPACES, PASSENGER |
| | LOADING ZONES IF PROVIDED, AND PUBLIC |
| | STREETS OR SIDEWALKS, TO AN ACCESSIBLE |
| | BUILDING ENTRANCE. |
| | |
| | 12B) SITE PLAN DOES NOT PROVIDE ANY |
| | INFORMATION AS TO CURB CUTS, PEDSTRIAN |
| | CROSS WALKS, ETC. |
| | |
| | 13) SHEET A5.40: |
| | |
| | 13A) ELEVATOR LOBBY DOOR # 5.003 SWINGS |
| | THE WRONG WAY AGAINST EGRESS. |
| | NO HR RATING! |
| | |
| | 13B) STAIRWELL# 12,13&14EXIT DOOR NO |
| | LISTING, NO RATING! |
| | |
| | 13C) STAIRWWELL 12 LEAD BACK INTO THE |
| | GARAGE NOT THE EXIT DISCHARGE. |
| | |
| | 13D) TRASH REFUSE ROOM# 5NO RATING |
| | |
| | 13E) FIRE PUMP ROOM NO RATING OF DOOR |
| | |
| | 13F) PARKING GARAGE TO BE CONSIDERED AN |
| | ENCLOSED PARKING GARAGE PROVIDE |
| | COMPLIANCE WITH 6 AIRCHANGES PER |
| | HR.411.4.2. |
| | |
| | 13G) MAILBOXES SEE DETAIL A5.56 DETAIL |
| | # 7, PROVIDE DIMENSIONS (ELE) TO COMPLY |
| | WITH SIDE REACH RANGES. |
| | |
| | 13H) PLANS ARE NOT CLEAR IF STAIRWELL |
| | 12 & 4 ARE IN PHASE "D" OR PHASE "E". IF |
| | LOCATED IN 2ND PHASE DEAD END |
| | CORRIDORS EXIST. |
| | |
| | 13I) GARAGE 4 HR FIRE WALL, PROVIDE 3 HR |
| | FIRE RATED DOOR BETWEEN BUILDINGS, |
| | INDICATE HOW DOOR WILL ACTIVATE WITH THE |
| | SMOKE/ FIRE ALARM? |
| | 705.1.3.1 WALL OPENINGS REQUIRED TO BE |
| | PROTECTED SHALL BE PROTECTED BY APPROVED |
| | LISTED AND LABELED FIRE DOORS, WINDOWS |
| | AND SHUTTERS AND THEIR ACCOMPANYING |
| | HARDWARE, INCLUDING ALL FRAMES, CLOSING |
| | DEVICES, ANCHORAGE AND SILLS, IN |
| | ACCORDANCE WITH THE REQUIREMENTS OF NFPA |
| | 80, EXCEPT AS OTHERWISE SPECIFIED IN |
| | THIS CODE. |
| | |
| | |
| | |
| | |
| | |
| | 14)BUILDING# 5 SHOWS PHASING AND IT |
| | APPEARS TO BE A SINGLE 4HR FIRE WALL |
| | SEPERATING THIS BUILDING INTO 2 SEPERATE BUILDINGS. THE |
| | STAIR TOWER WILL HAVE |
| | TO BE BUILTWITH A 4HR WALL, ROOF |
| | STRUCTURE INDEPENDENT OF THE OTHER |
| | BUILDINGS AND DIRECT ACCESS FROM EACH OF |
| | THE BUILDINGS EXIT ACCESS CORRIDORS,PLUS |
| | THE REQUIRED 3 HR OPENING PROTECTIVES. |
| | YOUR BUILDINGS DESIGN WAS BROUGHT TO THE |
| | BUILDING OFFICIAL FOR HIS INTERPRETATION |
| | |
| | PLANS INDICATE TYPE IV UNPROTECTED, |
| | FIRE SPRINKLERED TABLE 600 ALLOWS 24,000 |
| | SQ FT PER FLOOR PLANS INDICATE 28,486 |
| | PER FLOOR. AREA INCREASES IF TAKEN |
| | APPEARS TO MEET THE CODE FOR AREA, THERE |
| | SEEMS TO BE A PROBLEM WITH HEIGH |
| | PROPOSED 69' ALLOWED 55'. |
| | |
| | |
| | DEF:WALL, PARTY. A FIRE WALL ON AN |
| | INTERIOR LOT LINE, USED OR ADAPTED FOR |
| | JOINT SERVICE BETWEEN TWO BUILDINGS. |
| | |
| | SELF-CLOSING. AS APPLIED TO A FIRE DOOR |
| | OR OTHER OPENING, MEANS NORMALLY CLOSED |
| | AND EQUIPPED WITH AN APPROVED DEVICE |
| | WHICH WILL INSURE CLOSING AFTER HAVING |
| | BEEN OPENED FOR USE. |
| | |
| | 705.1.3.1 WALL OPENINGS REQUIRED TO BE |
| | PROTECTED SHALL BE PROTECTED BY APPROVED |
| | LISTED AND LABELED FIRE DOORS, WINDOWS |
| | AND SHUTTERS AND THEIR ACCOMPANYING |
| | HARDWARE, INCLUDING ALL FRAMES, CLOSING |
| | DEVICES, ANCHORAGE AND SILLS, IN |
| | ACCORDANCE WITH THE REQUIREMENTS OF NFPA |
| | 80, EXCEPT AS OTHERWISE SPECIFIED IN |
| | THIS CODE. |
| | |
| | 705.1.5 OPENING PROTECTION IN STAIRWAY |
| | ENCLOSURES. OPENING PROTECTIVESIN |
| | STAIRWAY SHAFTS ARE LIMITED TO |
| | SELF-CLOSING OR SMOKE ACTUATED, |
| | AUTOMATIC-CLOSING FIRE DOOR |
| | ASSEMBLIES.IF SMOKE-ACTUATED CLOSURES |
| | CLOSE ONE DOOR, ALL DOORS SERVING THAT |
| | STAIRWAY SHALL CLOSE. |
| | |
| | THE OTHER ISSUE IS A UNITY OF TITLE |
| | WOULD BE REQUIRED EVEN FOR A SINGLE LOT |
| | AS TO NOT BE ABLE TO SELL OFF A PORTION |
| | OR BUILDING CREATING A CODE VIOLATION. |
| | |
| | 15) SHEET A5.41: |
| | |
| | 15A) TRASH ROOM DETAIL 1&2 OF A8.20 THE |
| | DETAIL IS MISSING THE ENCLOSURE TO THE |
| | BOTTOM OF THE CHUTE ENCLOSURE.705.2.4.2 |
| | ALL OPENINGS INTO THE SHAFT ENCLOSURE, |
| | INCLUDING THOSE FROM ACCESS ROOMS AND |
| | TERMINATION ROOMS, SHALL BE PROTECTED IN ACCORDANCE |
| | WITH TABLE 705.1.2.SUCH |
| | OPENING PROTECTIVES SHALL BE |
| | SELF-CLOSING OR AUTOMATIC-CLOSING UPON |
| | DETECTION OF SMOKE, EXCEPT THAT THE |
| | OPENING PROTECTIVE BETWEEN THE SHAFT AND |
| | THE TERMINATION ROOM MAY BE CLOSED BY A HEAT-ACTIVATED |
| | DEVICE. |
| | |
| | 15B) THE TERMINATION ROOM DOOR NO |
| | INFORMATION ON RATING? |
| | |
| | 16) VARIOUS SHEETS ON BUILD# 5 |
| | INDICATE A DETAIL SECTION# 23 SHEET |
| | A7.10. |
| | |
| | 16A) THIS SECTION INDICATES METAL |
| | TRUSSES TO BE USED BUT NO INFORMATION |
| | AS TO THE ROOF DECKING MATERIAL TO BE |
| | USED? TYPE IV UNPROTECTED- NC |
| | TYPE IV 1HR- IHR PROTECTED |
| | |
| | 16B) PROVIDE A DETAIL INDICATING ACCESS |
| | TO ATTIC AREA. |
| | |
| | 16C) THIS SAME SECTION INDICATES USE OF |
| | FOAM TRIM ON THE EXTERIOR OF THE |
| | BUILDING ABOVE 40'.1404.1.1 |
| | ARCHITECTURAL TRIM ON BUILDINGS OF TYPE |
| | I, II AND IV CONSTRUCTION NOT MORE THAN |
| | THREE STORIES OR 40 FT (12.2 M) HIGH MAY |
| | BE OFTYPE VI CONSTRUCTION, AND MAY BE |
| | OF TYPE VI CONSTRUCTION ON ALL BUILDINGS |
| | OF TYPE III, V AND VI CONSTRUCTION. |
| | TRIM SHALL BE SECURED TO THE WALL WITH |
| | METAL OR OTHER APPROVED BRACKETS OR |
| | FASTENERS.WHEN ARCHITECTURAL TRIM IS |
| | LOCATED ALONG THE TOP OF EXTERIOR WALLS, |
| | IT SHALL BE COMPLETELY BACKED BY THE |
| | EXTERIOR WALL AND SHALL NOT EXTEND OVER |
| | THE TOP OF EXTERIOR WALLS. |
| | |
| | |
| | 17) 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 |
| | |
| | 18) 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) OPARATABLE WINDOWS |
| | B) FIXED WINDOWS |
| | C) MULLION |
| | D) EXTERIOR DOORS SOLID |
| | E) EXTERIOR DOORS GLAZED |
| | F) EXTERIOR DOORS LOUVERED |
| | G) STORM SHUTTERS |
| | H) EXTERIOR RAILINGS |
| | I) LOUVERS |
| | J) TRUSS ANCHORS |
| | K) ROOFING ASSEMBLIES |
| | L) EFIS SYSTEMS |
| | |
| | 19) AN INTERPRETATION FROM THE BUILDING |
| | OFFICIAL ON STORM SHUTTERS THAT ARE USED |
| | ON LARGE PROJECTS: |
| | QUESTION# 13) RECOGNIZING SUCH CONCERNS |
| | AS ABSENTEE OWNERS, OR CASES WHERE |
| | LONGER TIME AND 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? |
| | |
| | IN MATTERS FLORIDA BUILDING CODE, 2004 |
| | EDITION, PROVIDES THE ABILITY FOR THE |
| | BUILDING OFFICIAL TO IMPLEMENT |
| | REQUIREMENTS FOR ENSURING STABILITY, |
| | STRENGTH, AND PROPER OPERATION OF |
| | EXISTING 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. |
| | |
| | QUESTION# 14) ARE REMOVABLE STORM PANELS APPROPRIATE |
| | FOR USE ON VERY LARGE, MID |
| | OR HIGH-RISE STRUCTURES? |
| | |
| | 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. |
| | |
| | 20) PROVIDE STORM PANEL INFORMATION WITH INSTALLATION |
| | SCHEDULE AND KEY PLAN WITH |
| | SPECIFIC ANCHORS AND MOUNTING TO BE USED |
| | FOR ALL NON-IMPACT GLAZING. |
| | FBC 1606.1.4. |
| | |
| | 21) 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. |
| | |
| | 22) 3003.6.1 VENTS. HOISTWAYS OF ELEVA- |
| | TORS SERVING MORE THAN 3 FLOORS SHALL BE |
| | PROVIDED WITH MEANS OF VENTING SMOKE AND |
| | HOT GASES TO THE OUTER AIR IN CASE OF |
| | FIRE. |
| | |
| | 23)3003.6.2 VENTS SHALL BE LOCATED BELOW |
| | THE FLOOR OR FLOORS AT THE TOP OF THE |
| | HOISTWAY, AND SHALL BE EITHER DIR- ECTLY |
| | TO THE OUTER AIR OR THROUGH NON- |
| | COMBUSTIBLE DUCTS TO THE OUTER AIR. |
| | |
| | 24) 3003.6.3 THE AREA OF THE VENTS SHALL |
| | BE NOT LESS THAN 3 SQ FT FOR EACH |
| | ELEVATOR CAR, WHICHEVER IS GREATER. |
| | |
| | 25)SHEET S4.00 INDICATES THE ROOF ZONES |
| | FOR A SIMPLE RECTANGLE. PROVIDE A |
| | DETAILED ZONE MAP AS IT RELATES TO THIS |
| | BUILDING INCLUDING PENTHOUSES WITH THE |
| | APPROPRIATE PRESSURES. |
| | |
| | 26) A9.03 WINDOW BUCK DETAIL CORRECT: |
| | 1707.4.4.2 TAPERED BUCKS: |
| | SHALL EXTEND BEYOND THE INTERIOR FACE |
| | OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS SUPPORTED. |
| | |
| | 27) S3.51-S3.54 |
| | 1511.7 ROOF MOUNTED MECHANICAL UNITS |
| | 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. |
| | |
| | 28) 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. |
| | |
| | 29) ELECTRICAL SHEETS MISSING SMOKE |
| | ALARMS IN BEDROOMS.905.1.1A FIRE ALARM |
| | SYSTEM IN ACCORDANCE WITH NFPA 72SHALL |
| | BE INSTALLED. |
| | |
| | ADDITIONAL COMMENTS MAY APPEAR ON THE |
| | NEXT REVIEW NOT COVERED FROM THE FIRST |
| | REVIEW DUE TO THE COMMENT RESPONCEOR |
| | ADDITIONAL INFORMATION NOT PROVIDED |
| | UNDER THE FIRST REVIEW. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
