| Date |
Text |
| 2005-10-17 00:00:00 | PERMIT: 05080675 |
| | ADD: 719 EXECUTIVE CENTER DR |
| | (TOWER# 4) |
| | 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 |
| | |
| | 1ST 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) SHEET A-1.1.2 BUILDING DATA FOR |
| | TOWER#4 INDICATES 107 UNITS WHERE AS THE |
| | SAME SHEET THE SITE PLAN INDICATES 108, |
| | CORRECT DESCRIPANCY. |
| | |
| | 8) GEOTECHNICAL REPORT THAT WORK WAS |
| | PREFORMED BY ARDAMAN NEEDS TO BE AN |
| | ORIGINAL WITH SIGNATURE AND 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 |
| | |
| | 9) 109.3.10* IMPACT OF CONSTRUCTION. ALL |
| | CONSTRUCTION ACTIVITY REGULATED BY THIS |
| | CODE SHALL BE PERMORMED IN A MANNER SO |
| | AS NOT TO ADVERSLY 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 HISTORICSURFACE WATER |
| | DRAINAGE FLOWS SERVING ADJACENT |
| | PROPERTIES, & MAY REQUIRE SPECIAL |
| | DRAINAGE DESIGNCOMPLYING WITH |
| | ENGINEERING STANDARDS TO PRESERVE THE |
| | POSITIVE PATTERNS OF THE AFFECTED |
| | SITES.ACCORDINGLY, DEVELOPERS, |
| | CONTRACTORS, AND OWNERS OF ALL NEW |
| | RESIDENTIAL DEVELOPMENET, 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 PARCELL SHALL AS A PERMIT |
| | CONDITION, PROVIDE A PROFESSIONALY |
| | 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. |
| | |
| | 10)109.3.10.1 HURICANE PROTECTION. |
| | IT SHALL BE UNLAWFUL FOR ANY PERSON TO |
| | ALLOW CONSTRUCTION RELATED MATERIALS |
| | EQUIPMENET 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 |
| | HIGHWINDS. |
| | ANY PERSONS 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. |
| | |
| | 11) SHEET T-4 A2.1.1 |
| | 11A) STAIR TOWER # 2, DOOR A/130 SWINGS |
| | THE WRONG WAY,SEE 1008.1.2. |
| | |
| | 11B) ELEVATORS, PLEASE INDICATE THAT THE |
| | ELEVATORS CAN ACCOMODATE AMBULANCE |
| | STRETCHERS. 3002.4. |
| | |
| | 12)SHEET T-4 A2.1.1 FAIR HOUSING/ |
| | ACCESIBLITY |
| | 12A)PLANS DO NOT PROVIDE AN ACCESSIBLE |
| | PATH TO THE BUS STOP. THE SIDEWALK STOPS |
| | SHORT OF BUS STOP BENCH. THERE IS NO |
| | PEDESTRIAN CROSSWALK CONNECTING THE |
| | SIDEWALKS TO PUBLIC TRANS PORTATION. |
| | |
| | 12B) PROVIDE HOW THE HANDICAPPED |
| | ACCESSIBLE PATH (SIDEWALKS) WILL BE |
| | MAINTAINED DURING THE PHASING, PROVIDE A |
| | SITE PLAN INDICATING ACCESSIBLITY TO THE |
| | |
| | PUBLIC WAY. |
| | |
| | 12C) PORTE COCHERE: THE PLANS DO NOT |
| | INDICATE THERE IS A ACCESSIBLE LOADING |
| | ZONE UNDER THE PORTE COCHERE. FAIR |
| | HOUSING ANSI 4.6 |
| | |
| | 12D) PROVIDE SIGNAGE FOR HANDICAPPED |
| | PARKING, AND VAN ACCESSIBLE PARKING. |
| | |
| | 12E) PLANS DO NOT INDICATE REACH RANGES |
| | FOR THE COMMON USE MAIL BOXES. |
| | |
| | 12F) THERE IS NO KITCHEN DETAILS |
| | INDICATING AN ACCESSIBLE SINK WITH |
| | FORWARD APPOARCH. |
| | |
| | 12G) 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 FFRONT 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) IN BOTH STAIR TOWER 1 & 2 THE ARROW |
| | INDICATING DIRECTION OF TRAVEL IS |
| | BACKWARDS. WHEN CORRECTED THE PROBLEM |
| | WITH REDUCED VERTICAL CLEARENCE UNDER |
| | THE STAIRS WILL BE APPEARENT. ANSI 117.1 |
| | SECTION 307.4 REQUIRING EITHER A |
| | GUARDRAIL OR OTHER BARRIER WHERE THE |
| | VERTICAL HEIGHT IS REDUCED LESS THAN |
| | 80". |
| | |
| | 13) STAIR TOWER# 2 DOOR A/130 IS |
| | SWINGING THE WRONG WAY, SEE 1008.1.2 |
| | |
| | 14) SHEET A2.1.1/ A2.1.3 |
| | STAIR TOWER# 1& STAIR TOWER# 2 IN BOTH |
| | CASES ONCE THE STAIR TOWER DOOR OPENS |
| | LEAVES THE OCCUPANTS WITHIN THE CONFINES |
| | OF THE BUILDING. THE DOORS AND WINDOWS |
| | ON THE OPPOSITE WALL ARE NOT RATED. THE |
| | LIFE SAFETY PLAN INDICATES IN BOTH CASES |
| | A SINGLE MEANS OF EGRESS. |
| | SEE 1013.5.1. THIS SECTION IS FOR |
| | BALCONIES, THE SAME CONCERNS ABOUT |
| | EGRESS APPLIES THAT THE OPENINGS WOULD |
| | REQUIRE OPENING PROTECTIVES. |
| | |
| | 15) SHEET T-4 A2.2.1. |
| | 15A) THE 2ND FLOOR AND HIGHER FLOORS |
| | HAVE THE SAME PROBLEM WITH NOT HAVING AN |
| | ELEVATOR LOBBY. THE AREA THAT SURROUNDS |
| | THE ELEVATORS AND IS ENCLOSED NOT |
| | MEETING THE DIFINITION OF AN OPEN |
| | BALCONY (SEE 1013.5.2) AND WILL BE |
| | CONSIDERED AS A CORRIDOR REQUIRING |
| | A 1HR RATING SEE TABLE 1016.1. |
| | |
| | 15B) ELEVATOR LOBBIES SHALL MEET THE |
| | REQUIREMENTS OF 707.1.14.1.THE LOBBY |
| | SHALL SEPERATE THE ELEVATOR FROM THE |
| | CORRIDOR BY FIRE PARTITIONS AND THE |
| | REQUIRED OPENING PPROTECTION. |
| | |
| | 15C) UNIT A, UNIT B, UNIT C, UNIT E, |
| | UNIT I, UNIT B AND UNIT A ARE EITHER |
| | TOTALLY WITHIN A CORRIDOR OR PARTIALLY |
| | WITHIN A CORRIDOR REQUIRING RATED |
| | OPENING PROTECTIVES SEE TABLE 1016.1. |
| | |
| | 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, 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. |
| | |
| | 16)T-4 A.2.2.3 CODE REVIEW FOR HIGH RISE |
| | BLDG DOES NOT INDICATE AS TO WHICH CODE |
| | THIS BUILDING WAS DESIGNED TO. |
| | |
| | 17)SHEET T4-A2.4.1: |
| | 17A) THIS PLAN HAS THE TERM "WALL |
| | ANCHOR" PLEASE EXPLAIN? |
| | |
| | 17B) TERM E.O.S. EMERGENCY OVERFLOW |
| | SCUPPER DOES NOT INDICATE ANY SECTIONS |
| | THROUGH NOR GIVE SIZES, ADDITIONAL |
| | INFORMATION REQUIRED. |
| | |
| | 17C) 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 HEIGHTS. |
| | |
| | 18) T-4 A.2.5.1-A2.5.3 ARE FOR AN AREAL |
| | COVERED WALKWAY . SHEET T-4 A.3.1.3, |
| | NOTE, THAT A SEPERATE PERMIT WILL BE |
| | SUBMITTED FOR CONSTRUCTION OF AREAL |
| | COVED WALKWAY. THESE PAGES WILL BE |
| | STRUCK "VOID" AND THE ASSOCIATED |
| | STRUCTURAL PAGES. |
| | |
| | 19) SHEET T-4 A2.4.2 INDICATES 3 ATTIC |
| | AREAS NO USEAGE INDICATED. 1509.2 A |
| | PENTHOUSE, BULKHEAD OR ANY OTHER SIMILAR |
| | PROJECTION ABOVE THE ROOF SHALL NOT BE |
| | USSED FOR PURPOSES OTHER THAN SHELTERING |
| | OF MECHANICAL EQUIPMENT OR SHELTEROF |
| | VERTICAL SHAFT OPENINGS IN THE ROOF. |
| | PENT HOUSES USSED FOR PURPOSES OTHER |
| | THAN PERMITTED BY THIS SECTION SHALL |
| | CONFORM TO THE REQUIREMENTS OFTHIS CODE |
| | FOR AN ADDITIONAL STORY. |
| | |
| | 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)T-4A6.1.3 DETAIL# 11/ A5.1.3 BOTH SEC |
| | TIONS INDICATE USE OF R-30 INSULATION. |
| | THE INSULATION IS DEPICTED TO BE IN THE |
| | TOP CHORD OF THE METAL TRUSS. THE |
| | TRUSSES ARE CENTERED @ 48" O. C. HOW |
| | WILL THE INSULATION BE ATTACHEDAND TO |
| | WHAT? |
| | |
| | 22) T-4 A6.1.3 DETAIL# 11 ALSO INDICATES |
| | THE USE OF INTEGRAL ROOF DECK PROVIDE |
| | ADDITIONAL INFORMATION. |
| | |
| | 23) 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? |
| | |
| | 24) T-4 A7.2.1 THE DOOR SCHEDULE UNDER |
| | REMARKS HAS NO NOTATIONS, AS TO REQUIRED |
| | HARDWARE, SELF-CLOSING DOORS AND DROP |
| | SEALS PLEASE PROVIDE THIS ADDITIONAL |
| | INFORMATION. |
| | |
| | 24A) 709.3 FIRE-RESISTANCE RATING. A1 |
| | HOUR FIRE-RESISTANCE RATING IS REQUIRED |
| | FOR SMOKE BARRIERS. |
| | |
| | 24B) 710.5.2 SMOKE AND DRAFT-CONTROL |
| | DOORS. WHERE REQUIRED ELSEWHERE IN THE |
| | CODE, DOORS IN SMOKE PARTITIONS SHALL BE |
| | TESTED IN ACCORDANCE WITH UL 1784 WITH |
| | AN ARTIFICIAL BOTTOM SEAL INSTALLED |
| | ACROSS THE FULL WIDTH OF THE BOTTOM OF |
| | THE DOOR ASSEMBLY. |
| | |
| | 24C) DOOR A-129 STYLE"K" IS LOUVER THIS |
| | CORRIDOR TO BE 1HR RATED, CORRECT |
| | |
| | 24D) DOOR 104,107, 110 & 112 FOR 2ND |
| | FLOOR & ABOVE WILL ALL REQUIRE RATED |
| | DOORS IN CORRIDOR. |
| | |
| | 25) 1406.2.2 ARCHITECTURAL TRIM THAT |
| | EXCEEDS 40 FT IN HEIGHTABOVE GRADE |
| | SHALL BE CONSTRUCTED OF APPROVED |
| | NONCOMBUSTIBLE MATERIALS. SEE DEFINITION |
| | OF NON-COMBUSTIBLE MATERIAL. |
| | |
| | 26) T-3 A5.1.5: |
| | 26A) DETAILS SHOW A DROPPED CEILING OVER |
| | WALKWAYS WITH METAL FRAMING NO |
| | INDICATION AS TO THE ATTACHMENT TO THE |
| | DECK ABOVE, SPACING OF ATTACHMENET, |
| | GAUGE OR SIZE OF FRAMING OR SPACING OF |
| | FRAMING. |
| | 26B) PLANS INDICATE THAT THE FINISH WILL |
| | BE A CEMENT PLASTER FINISH THIS MEANS A |
| | TRUE CEMENT PLASTER FINISH AND NOT EFIS? |
| | EFIS SYSTEMS INDICATE NOT TO BE USED ON |
| | HORIZONTAL SURFACES. |
| | |
| | 27)FIRE SPRINKLER PLANS: |
| | 27A)FS1.1 INDICATES THAT THERE IS NO |
| | FIRE PUMP LOCATED IN HIGHRISE TOWER# 3. |
| | |
| | 403.8 & 911 BOTH DEAL WITH THE FIRE |
| | COMMAND CENTER WHICH REQUIRES BOTH A |
| | FIRE PUMP AND GENERATOR. FS.1 INDICATES |
| | A SHARED FIRE PUMP FOR THREE BUILDINGS, |
| | THE CODE ISN'T CLEAR AS TO IF THE FIRE |
| | PUMP CAN BE SHARED OF NOT. IN SPEAKING |
| | WITH THE FIRE REVIEWERS THIS MAY NOT BE |
| | AN ACCEPTABLE METHOD OR APPLICATION. |
| | THE PRESENT LOCATION OF THE FIRE PUMP IS |
| | IN A PARKING GARAGE THAT HASN'T EVEN |
| | APPLIED FOR A PERMIT. THE SECOND ISSUE |
| | WILL BE THE SIZE OF THE FIRE PUMP IF THE |
| | LOCATION IS ACCEPTED, PROVIDE THE |
| | DOCUMENTATION FOR THE SIZE OF THE FIRE |
| | PUMP REQUIRED FOR THE 3 BUILDINGS IT |
| | WILL SERVICE. |
| | |
| | 28) T3 A2.1.1 DOESN'T INDICATE THE |
| | LOCATION OF THE EMERGENCY GENERATOR, |
| | 403.10 A STANDBY POWER SYSTEM COMPLYING |
| | WITH 2702 SHALL BE PROVIDED FOR STANDBY |
| | POWER LOADS SPECIFIED IN SECTION |
| | 403.10.2 AND ALSO NFPA 110 & 111. |
| | |
| | 29) FS2.1 IS MISSING THE FIRE SPRINKLERS |
| | IN THE CORRIDORS THAT FRONT EACH UNIT. |
| | ALSO REMOVE THE LIGHTING SYMBLES THAT |
| | ARE LOCATED IN THE SAME CORRIDOR. |
| | |
| | 30) SECTION 911.1 OF THE CODE DEALS WITH |
| | THE FIRE COMMAND CENTER AND THE |
| | ASSOCIATED SYSTEMS (15) THAT ARE |
| | REQUIRED FOR A HIGH RISE BUILDING. |
| | SUBMIT A LAYOUT OF THE FIRE COMMAND |
| | CENTER AND ALL FEATURES REQUIRED BY THE |
| | SECTION TO BE CONTAINED THEREIN SHALL BE |
| | SUBMITTED FOR APPROVAL PRIOR TO |
| | INSTALLATION. |
| | |
| | 31)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. |
| | |
| | 32)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 |
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