| Date |
Text |
| 2006-04-20 00:00:00 | PERMIT: 05080679 |
| | ADD: 719 EXECUTIVE CENTER DR |
| | (TOWER# 3) |
| | 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) 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) 105.8* PROVIDE NOC RECORDED WITH THE |
| | CLERK OF COURT BEFORE A PERMIT CAN BE |
| | ISSUED. |
| | |
| | 3A)109.3.7*THIS PARTICUAL TYPE OF |
| | BUILDING WILL REQUIRE A THRESHOLD |
| | INSPECTOR.FORMS WILL NEED TO BE FILED |
| | OUT FOR THE THRESHOLD INSPECTOR, CONTACT |
| | HAROLD PISKURA, INSPECTION SERVICES |
| | MANAGER @ (561)805-6711 TO SEET UP AN |
| | APPOINTMENT. |
| | |
| | 3B) 109.3.6.1* 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 OR ARCHITECT OF RECORD. |
| | THE STRUCTURAL INSPECTION PLAN MUST BE |
| | SUBMITTED TO THE ENFORCINGAGENCY PRIOR |
| | TO THE ISSUANCE OF A BUILDING PERMIT FOR |
| | THE CONSTRUCTION OF A THRESHOLD |
| | BUILDING.THE PURPOSE OF THE STRUCTURAL |
| | INSPECTION PLANS IS TO PROVIDE SPECIFIC |
| | INSPECTION PROCEDURES AND SCHEDULES SO |
| | THAT THE BUILDING CAN BE ADEQUATELY |
| | INSPECTED FOR COMPLIANCE WITH THE |
| | PERMITTED DOCUMENTS. |
| | |
| | 3C) 109.3.6.4.4.105.13.4.4 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 OR |
| | ENGINEER'S KNOWLEDGE, THE PLANS AND |
| | SPECIFICATIONS COMPLY WITH THE |
| | APPLICABLE MINIMUM BUILDING CODES AND |
| | THE APPLICABLE FIRE-SAFETY STANDARDS AS |
| | DETERMINED BY THE LOCAL AUTHORITY IN |
| | ACCORDANCE WITH THIS SECTION AND 633 |
| | FLORIDA STATUTES. |
| | |
| | 3D) NOTE: SINCE THIS BUILDING WILL BE A |
| | THRESHOLD STRUCTURE SUBMIT (3) OF ALL |
| | DOCUMENTS FOR REVIEW. |
| | |
| | 4) 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) SITE PLAN NEEDS TO BE SUBMITTED TO |
| | ADDRESSING PERSONEL JOHN HIGGINS FOR |
| | ADDRESSING AS WELL AS NEW PLAT MAP FOR |
| | THE COMBINATION OF LOTS. JOHN HIGGINS |
| | CONTACT NUMBER IS (561)822-1239. |
| | |
| | 6) 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. |
| | |
| | 7) COMPLIED |
| | |
| | 8) COMPLIED |
| | |
| | 9) PROVISO |
| | |
| | 10) PROVISO |
| | |
| | 11) COMPLIED |
| | |
| | 12A) COMPLIED |
| | |
| | 12B) COMPLIED |
| | |
| | 12C) 2ND REQUEST, PORTE COCHERE: |
| | THE PLANS DO NOT INDICATE AN ACCESSIBLE |
| | LOADING ZONE UNDER THE PORTE COCHERE. |
| | FAIR HOUSING ANSI 4.6 |
| | |
| | 12D) 2ND REQUEST, PROVIDE SIGNAGE FOR |
| | HANDICAPPED PARKING, AND HANDICAPPED VAN |
| | PARKING. RESPONCE SEE CIVEL, WHERE? |
| | SHEET 9 HAS HANDICAPPED ELEMENTS ON THIS |
| | SHEET BUT ONLY A STOP SIGN. |
| | |
| | 12E) 2ND REQUEST,PLANS DO NOT INDICATE |
| | REACH RANGESFOR THE COMMON USE MAIL |
| | BOXES. |
| | |
| | 12F) 2ND REQUEST, THERE ARE NO KITCHEN |
| | DETAILS INDICATING AN ACCESSIBLE SINK |
| | WITH FORWARD APPROACH. RESPONCE, SEE |
| | AC1.2 & AB1.1. THERE ARE NO SUCH SHEETS |
| | LISTED IN THE INDEX. |
| | |
| | 12G) 2ND REQUEST, MISSING T-3 A4.1.14 |
| | THE INDIVIDUAL UNITS WITH ENTRYS |
| | WITH 45 DEGREE WALLS MISSING THE |
| | REQUIRED 18" ON THE PULL SIDE OF DOOR. |
| | SEE ANSI 4.13.6, ONLY REQUIED ON THE |
| | EXTERIOR SIDE. |
| | THE UNIT ENTRY DOORS WITH 45 DEGREE |
| | WALLS ADJACENT TO THE FRONT ENTRY DOOR |
| | DO NOT MEET THE FAIR HOUSING GUIDELINE |
| | FOR AN ACCESSIBLE FRONT ENTRY, SEE |
| | ANSI 4.13FOR THE EXTERIOR SIDE LATCH |
| | SIDE OF DOOR ONLY. |
| | |
| | 12H) COMPLIED. |
| | |
| | 13) COMPLIED. |
| | |
| | 14) COMPLIED. |
| | |
| | 15A) COMPLIED. |
| | |
| | 15B) COMPLIED. |
| | |
| | 15C) 2ND REQUEST, UNIT B, UNIT C AND |
| | UNIT D ARE WITHIN A CORRIDOR NOT A |
| | BALCONY WALKWAY REQUIRING OPENING |
| | PROTECTIVES SEE TABLE 1016.1. SHEET FOR |
| | THE 3RD FLOOR BRIDGE MISSING THE RATED |
| | WINDOWS.A2.3.1. |
| | |
| | 15D) 2ND REQUEST, |
| | 15D) NOTE IF WINDOWS REQUIRES FIRE RATED |
| | GLASS, AS FAR AS I'M AWARE NO |
| | MANUFACTURER MAKES FIRE RATED AND LARGE |
| | MISSLE IMPACT RATED GLAZING!!!! SEE |
| | THE BUILDING OFFICIALS INTERPRETATION ON |
| | LARGE OR HIGH RISE BUILDINGS AS FAR AS |
| | SHUTTERS VS LARGE OR SMALL MISSLE RATED |
| | GLASS. |
| | ************************* |
| | 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, |
| | |
| | SUBMIT: 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. |
| | |
| | 15E) COMPLIED. |
| | |
| | 16) COMPLIED. |
| | |
| | 17A) COMPLIED. |
| | |
| | 17B) COMPLIED. |
| | |
| | 17C) 2ND REQUEST,ROOF TOP MECHANICAL |
| | UNITS AS SHOWN ON A6.1.3 DETAIL 8 |
| | INDICATES A MINIMUM OF 18" FROM ROOF, |
| | SEE TABLE 1509.7 FOR MINIMUM VERTICAL |
| | HEIGHT. |
| | |
| | 18) 2ND REQUEST, REWORD PHRASE |
| | "PEDESTRIAN BRIDGE TO GARAGE (UNDER |
| | SEPERATE PERMIT)" THIS APPEARS ON BOTH |
| | T3A3.1.2 AND T3A3.1.3. |
| | |
| | 18B) PEDESTRIAN BRIDGE INTERFACE WILL |
| | REQUIRE A 1 1/2 HR RATED PROTECTIVE |
| | (706.7) SEE FIGURE 3104.5 CODE |
| | COMMENTARY. |
| | 3104.5 FIRE BARRIERS BETWEEN PEDESTRIAN |
| | WALKWAYS AND BUILDINGS. |
| | WALKWAYS SHALL BE SEPARATED FROM THE |
| | INTERIOR OF THE BUILDING BY FIRE BARRIER |
| | WALLS WITH A FIRE-RESISTANCE RATING OF |
| | NOT LESS THAN 2 HOURS. THIS PROTECTION |
| | SHALL EXTEND VERTICALLY FROM A POINT 10 |
| | FEET (3048 MM) ABOVE THE WALKWAY ROOF |
| | SURFACE OR THE CONNECTED BUILDING ROOF |
| | LINE, WHICHEVER IS LOWER, DOWN TO A |
| | POINT 10 FEET (3048 MM) BELOW THE |
| | WALKWAY AND HORIZONTALLY 10 FEET (3048 |
| | MM) FROM EACH SIDE OF THE PEDESTRIAN |
| | WALKWAY. OPENINGS WITHIN THE L0-FOOT |
| | (3048 MM) HORIZONTAL EXTENSION OF THE |
| | PROTECTED WALLS BEYOND THE WALKWAY SHALL |
| | BE EQUIPPED WITH DEVICES PROVIDING A |
| | ?-HOUR FIRE PROTECTION RATING IN |
| | ACCORDANCE WITH SECTION 715 . |
| | |
| | 19) COMPLIED. |
| | |
| | 20) 2ND REQUEST, |
| | 20) THE ELEVATION SHEETS AND A6.1.1 |
| | DEPICT DETAILS WITH CAST RESIN CORNICE |
| | AND BANDS ON THE EXTERIOR OF THE |
| | BUILDING. 1406.2.2 ARCHITECTURAL TRIM |
| | THAT EXCEEDS 40FT IN HEIGHT ABOVE GRADE |
| | PLANE SHALL BE CONSTRUCTED OF APPROVED |
| | NONCOMBUSTIBLE MATERIALS AND SHALL BE |
| | SECURED TO THE WALL WITH METAL OR OTHER |
| | APPROVED NONCOMBUSTIBLE BRACKETS. |
| | |
| | 21)COMPLIED. |
| | |
| | 22) 2ND REQUEST,RESPONCE, SEE STRUCTURAL |
| | SHEETS, WHERE? |
| | T-3 A6.1.3 DETAIL# 11 ALSO INDICATES |
| | THE USE OF INTEGRAL ROOF DECK PROVIDE |
| | ADDITIONAL INFORMATION. |
| | |
| | 23) 2ND REQUEST, RESPONCE ,SEE |
| | STRUCTURAL WHERE? |
| | SAME DETAIL AS ABOVE WHAT SPANS CAN |
| | THE GALVANIZED METAL FURRING SPAN @ 12" |
| | O. C. PROVIDE THE PSF APPLIED LOAD, AND |
| | THICKNESS OF HI HAT IN MIL. SPANS TO BE |
| | TAKEN AS MULTIPLE SPANS? |
| | |
| | 24A) COMPLIED. |
| | |
| | 24B) COMPLIED. |
| | |
| | 24C) COMPLIED. |
| | |
| | 24D) COMPLIED. |
| | |
| | 25: T-3 A5.1.5 |
| | 25A) 2ND REQUEST, |
| | DETAILS SHOW A DROPPED CEILING OVER THE |
| | WALKWAYS WITH METAL FRAMING NO |
| | INDICATION AS TO ATTACHMENT TO THE DECK |
| | ABOVE, SPACING OF ATTACHMENT, GAUGE OR |
| | SIZE OF FRAMING, OR SPACING OF FRAMING. |
| | |
| | 25B) COMPLIED. |
| | |
| | 26) COMPLIED. |
| | |
| | 27) COMPLIED. |
| | |
| | 28) COMPLIED. |
| | |
| | 29) COMPLIED. |
| | |
| | 30) 2ND REQUEST, |
| | 30)SHEET M2.5 HAS NO INDICATION OF A |
| | SMOKEPROOF EXIT ENCLOSURE, SEE 403.13 |
| | ALSO SEE 1019.1.3 FOR REQUIRED |
| | VENTILATION, AND 909.20 FOR PRESSURIZED |
| | STAIRS. |
| | KAMM RESPONE: SMOKE PROOF ENCLOSURE NOT |
| | REQUIRED. PLEASE REFER TO ARCHITECTURAL |
| | DRAWINGS AND OR ARCHITECTS RESPONCE |
| | LETTER. NO ARCHITECTURAL RESPONCE. |
| | HIGH-RISE 403 |
| | 403.13 SMOKEPROOF EXIT ENCLOSURES. |
| | EVERY REQUIRED STAIRWAY SERVING FLOORS |
| | MORE THAN 75 FEET (22 860 MM) ABOVE THE |
| | LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE |
| | ACCESS SHALL COMPLY WITH SECTIONS 909.20 |
| | AND 1019.1.8 . |
| | 1019.1.8 SMOKEPROOF ENCLOSURES. |
| | IN BUILDINGS REQUIRED TO COMPLY WITH |
| | SECTION 403 OR 405, EACH OF THE EXITS OF |
| | A BUILDING THAT SERVES STORIES WHERE THE |
| | FLOOR SURFACE IS LOCATED MORE THAN 75 |
| | FEET (22 860 MM) ABOVE THE LOWEST LEVEL |
| | OF FIRE DEPARTMENT VEHICLE ACCESS OR |
| | MORE THAN 30 FEET (9144 MM) BELOW THE |
| | LEVEL OF EXIT DISCHARGE SERVING SUCH |
| | FLOOR LEVELS SHALL BE A SMOKEPROOF |
| | ENCLOSURE OR PRESSURIZED STAIRWAY IN |
| | ACCORDANCE WITH SECTION 909.20 . |
| | |
| | 31) 2ND REQUEST, |
| | 31) PRODUCT APPROVALS: |
| | 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 |
| | |
| | 32) 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) EXT LOUVER DOORS |
| | B) EXT SOLID DOORS |
| | C) EXT GLAZED DOORS SWING |
| | D) EXT GLAZED DOORS W/ TRANSOMS, SWING |
| | E) CASEMENT WINDOWS |
| | F) MULLIONS HORIZONTAL |
| | G) EXT RAILINGS |
| | H) LOUVERS |
| | I) TRUSS ANCHORS |
| | J) ROOFING ASSEMBLIES |
| | 1) FLAT ROOF |
| | 2) CEMENT TILE & TYPE OF INSTALATION |
| | NOTE THE FLAT ROOF INFORMATION SUBMITTED |
| | IS REDUCED TO 1/2 SHEET, NOT READABLE TO |
| | COPY FOR RECORD RETENTION. |
| | THE CONTRACTOR DID NOT HIGHLIGHT WHICH |
| | SUBSYSTEM TO BE USED NOR DID THEY |
| | HIGHLIGHT WHICH FASTENING OPTIONS TO BE |
| | USED. |
| | |
| | 33) COMPLIED. |
| | |
| | 34) COMPLIED. |
| | |
| | 35) THE WIND TUNNEL TEST DOESN'T |
| | INDICATE ANY PRESSURES FOR THE FLAT |
| | ROOF? |
| | |
| | 36)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 |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
