| Date |
Text |
| 2007-03-05 13:31:40 | BUILDING PLAN REVIEW |
| | PERMIT: 07010773 |
| | ADD: 326 FERN ST |
| | CONT: ALONSO & ASSOCIATES, INC |
| | TEL: (561)253-5350 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW |
| | ACTION: DENIED |
| | |
| | |
| | 1)--- VERY IMPORTANT STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | 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. |
| | |
| | 2) FL S S 713.13 |
| | NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF |
| | THE COURT. |
| | NOTE: 713.13(2) |
| | IF THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS |
| | NOT ACTUALLYCOMMENCED |
| | WITHIN 90 DAYS AFTER THE RECORDING THEREOF, SUCH NOTICE |
| | IS NULL & VOID. NOTE: 713.13(6) |
| | THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE |
| | CONSTRUCTION SITE BEFORE THE FIRST INSPECTION. |
| | |
| | 3) 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 |
| | STRUCTURAL INSPECTIONS ON A THRESHOLD |
| | BUILDING PURSUANT TO A STRUCTURAL |
| | INSPECTION PLAN PREPARED BY THE |
| | ENGINEER OF RECORD. THE STRUCTURAL |
| | INSPECTION PLAN MUST BE SUBMITTED TO THE |
| | ENFORCING AGENCY PRIOR TO THE ISSUANCE |
| | OF A BUILDING PERMIT FOR THE |
| | CONSTRUCTION OF A THRESHOLD BUILDING. |
| | THE PURPOSE OF THE STRUCTURL INSPECTION |
| | PLAN IS TO PROVIDE SPECIFIC INSPECTION |
| | PROCEDURES AND SCHEDULES SO THAT THE |
| | BUILDING CAN BE ADEQUATELY INSPECTED FORCOMPLIANCE |
| | WITH THE PERMITTED DOCUMENTS. |
| | |
| | 4)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. |
| | |
| | 5)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. |
| | |
| | 6) SHEET A-1.0.0 EXIT REQUIREMENTS ARE ONLY REFRENCED |
| | UNDER THE NFPA NOT THE REQUIREMENTS OF THE 2006 |
| | FBC-BUILDING AND THE 2006 EXISTING BUILDING CODE. |
| | 102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS |
| | OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF |
| | CONSTRUCTION OR OTHER REQUIEMENTS, THE MOST RESTRICTIVE |
| | SHALL GOVERN. |
| | WHERE THERE IS A CONFLICT BETWEEN A GENERAL REQUIEMENT |
| | AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT |
| | SHALL BE APPLICABLE. |
| | |
| | 7) A-1.0.0 PLANS INDICATE A TYPE I BUILDING, NO |
| | INDICATION AS TO THE FIRE RESISTANCY "AOR B". |
| | |
| | 8) THIS REVIEW WILL ALSO ENCORPORATE THE 2004 EXISTING |
| | BUILDING CODE CHAPTER 8 CHANGE OF OCCUPANCY. |
| | THE PLANS REFLECT A CHANGE IN OCCUPANCY ENVOKING |
| | CHAPTER 8SECTION 812.4.1 MEANS OF EGRESSHAZARD |
| | CATEGORIES IN REGAARDS TO LIFE SAFETY AND MEANS OF |
| | EGRESS SHALL BE IN ACCORDANCE WITH TABLE 812.4.1. THE |
| | BUILDING IS GOING TO A MORE RESTRICITVE HAZARD |
| | CATEGORY. SEE 812.4.1.1. |
| | 812.4.1.1 WHEN A CHANGE OF OCCUPANCY GROUP IS MADE TO A |
| | HIGHER HAZARD CATEGORY (LOWER NUMBER) AS SHOWN IN TABLE |
| | 812.4.1 THE MEANS OF EGRESS SHALL COMPLY WITH THE |
| | REQUIREMENTS OF CHAPTER 10 OF THE FBC-BUILDING. TABLE |
| | 1016.1 REQUIRES THE EXIT ACCESS CORRIDORS TO BE 1HR |
| | RATED WHEN AN OCCUPANT LOAD OF GREATER THAN 10. |
| | |
| | 8A) THE ISSUE OF FIRE RATED CORRIDORS NEEDS TO BE |
| | ADDRESSED, THE INDEX INDICATES SHEET A-4.2.8 WALL TYPES |
| | NO SUCH DETAILS ARE FOUND ON THIS SHEET. |
| | |
| | 8B) THIS BUILDING BEING A 6 STORY BUILDING DOES REQUIRE |
| | ELEVATOR LOBBIES FOUND IN 707.14.1. |
| | 707.14.1 ELEVATOR LOBBY. |
| | ELEVATORS OPENING INTO A FIRE-RESISTANCE-RATED CORRIDOR |
| | AS REQUIRED BY SECTION 1016.1 SHALL BE PROVIDED WITH AN |
| | ELEVATOR LOBBY AT EACH FLOOR CONTAINING SUCH A |
| | CORRIDOR. THE LOBBY SHALL SEPARATE THE ELEVATORS FROM |
| | THE CORRIDOR BY FIRE PARTITIONS AND THE REQUIRED |
| | OPENING PROTECTION. ELEVATOR LOBBIES SHALL HAVE AT |
| | LEAST ONE MEANS OF EGRESS COMPLYING WITH CHAPTER 10 AND |
| | OTHER PROVISIONS WITHIN THIS CODE. |
| | |
| | 9A) SHEET A-1.1.1 PLANS INDICATE AN ACCESSIBLE DOOR AS |
| | 32" SEE FIGURE 24(B) AS TO WHERE THE MEASUREMENT FOR |
| | THE 32" IS TO TAKE PLACE, FROM THE FACE OF THE DOOR TO |
| | THE OTHER DOOR JAMB OR DOOR STOP. |
| | |
| | 9B) SHEET A-1.1.1 PLANS INDICATE FLORIDA ACCESSIBILTY |
| | CODE- LATEST EDITION, PLEASE CORRECT TO THE 2004 WITH |
| | 2005, 2006 REVISIONS.THE SECOND LINE IN ON THE |
| | ACCESSIBILTY NOTES INDICATES THE 2002 ACCESSIBILITY |
| | CODE. |
| | |
| | 9C) SHEET A-2.2.1 THIS IS A PLAN OF THE ADDITIONAL |
| | PARKING ACROSS THE STREET FOR THE CONDOMINIUMS, THERE |
| | QRE AN ADDITIONAL 90 PARKING SPACES LOCATED IN THE LOT |
| | ACROSS FROM THE BUILDING ITSELF BUT ONLY ONE ACCESSIBLE |
| | PARKING SPACE, AN ADDITIONAL 3 ACCESSIBLE SPACES ARE |
| | REQUIRED. 11-4.1.2(5)(A). |
| | |
| | 10) THE EXISTING SITE PLAN AND PLANS FOR THE 3RD, 4TH & |
| | 5TH FLOOR INDICATE A SKYBRIDGE, PLANS ALSO INDICATE |
| | THAT THE WALL WIL BE BLOCKED UP, BLOCKING ACCESS FROM |
| | THE OTHER BUILDING. IS THIS BRIDGE TO BE REMOVED? IF |
| | NOT, WHO WILL MAINTAIN THE BRIDGE TO KEEP UP THE |
| | MAINTENANCE? |
| | |
| | 11) SHEET A-4.1.1 PLEASE PROVIDE WHERE THE NORTH |
| | PROPERTY LINE WOULD BE IN REGARDS TO THE BUILDING FOR |
| | THE NORTH WALL. TABLE 704.8 FBC-B. THE EXTERIOR DOORS |
| | CAN NOT SWING OVER THE PROPERTY LINE. 3202.2DOORS AND |
| | WINDOWS SHALL NOT PROJECT OVER THE PROPERTY LINE INTO |
| | THE RIGHT-OF-WAY. |
| | |
| | 12) SHEET A-4.1.2 IT APPEARS TO BE A TYPO THE EAST SIDE |
| | OF THE BUILDING APPEARS TO HAVE WORK ON THE WINDOWS |
| | MARKER# 14 BUT IN THE KEY NOTES THERE IS NO NUMBER 14 |
| | BUT (2) NUMBER 13'S. |
| | |
| | 13) SHEET A-1.0.0 INDICATES THIS IS A FULLY FIRE |
| | SPRINKLERED BUILDING, BUT NO FIRE SPRINKLER PLANS WERE |
| | SUBMITTED FOR TABLE 601 AND TABLE 704.8 FL BUILDING |
| | CODE. EXISTING BUILDING CODE 812.4.3.3EXCEPTION# 3 |
| | WHERE EXTERIOR OPENING PROTECTIVES ARE REQUIRED, AN |
| | AUTOMATIC SPRINKLER SYSTEM THROUGHOUT MAY BE |
| | SUBSTITUTED FOR OPENING PROTECTIVES. PLEASE PROVIDE THE |
| | FIRRE SPRINKLER PLANS WITH CALCULATIONS. |
| | |
| | 14)THERE APPEARS TO BE A DESCREPANCY BETWEEN A-3.1.1 |
| | AND A-4.2.1. IT WOULD APPEAR THE TRASH ROOM WOULD BE ON |
| | THE GRADE LEVEL FLOOR, ALTHOUGH THE GRADE LEVEL PLAN |
| | A-4.2.1 STATES THE TRASH ROOM BELOW. PLEASE CLARIFY. |
| | |
| | 15) SHEET A-4.2.1 |
| | |
| | 15A) THE STAIR TOWER# 2 INDICATES AN EXTENSION OF THE |
| | STAIRWELL TO THE EXTERIOR OF THE BUILDING. THIS |
| | EXTENSION OR EXIT PASSAGE WAY REQUIRES A 2HRFIRE |
| | RATING JUST AS THE REMAINDER OF THE STAIRWELL, BEING |
| | OVER 4 STORIES IN HEIGTH. LEASE SEE 812.4.4.EBC |
| | ENCLOSURES FOR VERTICAL SHAFTS, DOORS WILL REQUIRE 1 |
| | 1/2 HR PROTECTIVES.THEREDOESN'T APPEAR TO BE A DOOR |
| | SCHEDULE , PLEASE PROVIDE ADOOR SHCEDULE . |
| | |
| | 15B) STAIR TOWER# 1 ALSO WILL NEED TO INDICATE WALL AND |
| | DOOR RATINGS, 812.4.4EXISTING BUILDING CODE. |
| | |
| | 15C) THE FRENCH DOORS AT STAIR TOWER # 1 APPEAR TO BE A |
| | PAIR OF 30" DOORS, EBC 812.5 EXISTING BUILDINGS OR |
| | PORTIONS THERE OF THAT UNDER GO A CHANGE OF OCCUPANCY |
| | CLASSIFICATION SHALL COMPLY WITH CHAPTER 11 OF THE FBC, |
| | BUILDING. |
| | |
| | 15D)TO THE NORTH OF THE MAIN LOBBY THERE IS A MENS |
| | RESTROOM AND NORTH OF THE TOLIETS A EXISTING STAIR |
| | GOING NOWHERE A WALL BLOCKS THEM OFF? |
| | |
| | 15E) TRASH ROOM IS INDICATED WITH A DOOR 7-A LOUVERED |
| | DOORS, FIRST CAN'T CROSS THE PROPERTY LINE AND SECOND |
| | REQUIRE FIRE RATED DOORS. SEE EBC 812.4.4.1. |
| | VERTICAL SHAFTS SHALL BE DESIGNED TO THE FL BUILD |
| | CODE. |
| | |
| | 15F) NEW STAIRWELL TO THE BASEMENT AT THE NORTH END OF |
| | THE BUILDING, NOTE# 18 INDICATES NEW 1 HR RATED BLOCK |
| | WALL, PROVIDE INFORMATION FOR THE BLOCK WALL TO FLOOR |
| | SLAB TRANSITION. FBC 713.1. |
| | |
| | 16) A-4.2.2 |
| | |
| | 16A) TRASH CHUTE REQUIRES A VESTIBULE,707.13.3 REFUSE |
| | AND LAUNDRY CHUTE ACCESS ROOMS. |
| | ACCESS OPENINGS FOR REFUSE AND LAUNDRY CHUTES SHALL BE |
| | LOCATED IN ROOMS OR COMPARTMENTS COMPLETELY ENCLOSED BY |
| | CONSTRUCTION THAT HAS A FIRE-RESISTANCE RATING OF NOT |
| | LESS THAN 1 HOUR AND OPENINGS INTO THE ACCESS ROOMS |
| | SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A FIRE |
| | PROTECTION RATING OF NOT LESS THAN ? HOUR AND SHALL BE |
| | SELF-CLOSING OR AUTOMATIC-CLOSING UPON THE DETECTION OF |
| | SMOKE. |
| | |
| | 16B) REFUSE CHUTE ENCLOSURES EBC 812.4.4.3 OTHER |
| | VERTICAL SHAFTSSHALL BE ENCLOSED AS REQUIRED BY THE |
| | FBC, BUILDINGFBC 707.4 SHAFT ENCLOSURES 2HR FOR FOUR |
| | STORIES OR MORE. |
| | |
| | 16C) 707.13.1 REFUSE AND LAUNDRY CHUTE ENCLOSURES. |
| | A SHAFT ENCLOSURE CONTAINING A REFUSE OR LAUNDRY CHUTE |
| | SHALL NOT BE USED FOR ANY OTHER PURPOSE AND SHALL BE |
| | ENCLOSED IN ACCORDANCE WITH SECTION 707.4 . OPENINGS |
| | INTO THE SHAFT, INCLUDING THOSE FROM ACCESS ROOMS AND |
| | TERMINATION ROOMS, SHALL BE PROTECTED IN ACCORDANCE |
| | WITH THIS SECTION AND SECTION 715 . OPENINGS INTO |
| | CHUTES SHALL NOT BE LOCATED IN EXIT ACCESS CORRIDORS. |
| | OPENING PROTECTIVES SHALL BE SELF-CLOSING OR |
| | AUTOMATIC-CLOSING UPON THE ACTUATION OF A SMOKE |
| | DETECTOR INSTALLED IN ACCORDANCE WITH SECTION 907.10 , |
| | EXCEPT THAT HEAT-ACTIVATED CLOSING DEVICES SHALL BE |
| | PERMITTED BETWEEN THE SHAFT AND THE TERMINATION ROOM. |
| | |
| | 16D) PROVIDE INFORMATION ON THE PRE-ENGINEERED METAL |
| | BALCONIES, ADDITIONAL INFORMATION REQUIRED 106.1.2* |
| | |
| | 16E) PROVIDE CALCULATIONS FOR:1607.7.1.1 CONCENTRATED |
| | LOAD. |
| | HANDRAIL ASSEMBLIES AND GUARDS SHALL BE ABLE TO RESIST |
| | A SINGLE CONCENTRATED LOAD OF 200 POUNDS (0.89 KN), |
| | APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, |
| | AND HAVE ATTACHMENT DEVICES AND SUPPORTING STRUCTURE TO |
| | TRANSFER THIS LOADING TO APPROPRIATE STRUCTURAL |
| | ELEMENTS OF THE BUILDING. THIS LOAD NEED NOT BE ASSUMED |
| | TO ACT CONCURRENTLY WITH THE LOADS SPECIFIED IN THE |
| | PRECEDING PARAGRAPH. |
| | |
| | 17)2004 FL. BLD CODE 1603.1.4 THE |
| | FOLLOWING INFORMATION RELATED TO WIND |
| | SHALL BE SHOWN ON THE CONSTRUCTION |
| | DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 18)FL BLD CODE 1609.1.4: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) WINDOWS ,FIXED, STOREFRONT |
| | B) WINDOWS, OPERTABLE |
| | C) MULLIONS |
| | D) GLAZED DOORS SWING, SLIDING |
| | E)DOORS HOLLOW CORE METAL |
| | F) 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 |
| | |
| | 19)WPB ADMIN CODE 106.3* PRODUCT |
| | APPROVALS. THOSE PRODUCT WHICH ARE |
| | REGULATED BY DCA RULE 9B-72 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD PRIOR TO SUBMITTAL |
| | FOR JURISDICTIONAL APPROVAL. |
| | |
| | 20)PLEASE PROVIDE THE FOLLOWING INFORMATION FOR FLAT |
| | ROOF |
| | SYSTEMS BEING REPLACED., NOT INCOMPLIANCE WITH THE |
| | FOLLOW ITEMS: |
| | |
| | _X__ CONTRACTOR DID NOT PROVIDE THE MEAN |
| | |
| | ROOF HEIGHT. |
| | |
| | ___ CONTRACTOR DID NOT INDICATE THE ROOF |
| | PITCH. |
| | |
| | __X_ CONTRACTOR FAILED TO INDICATE WHICH |
| | SYSTEM TO BE USED. |
| | |
| | ___ THE SYSTEM PROVIDED HAS A LOW |
| | PRESSURE FOR ZONE ___ . |
| | |
| | _X__ THE SYSTEM PROVIDED STATES |
| | LIMITATION# 7, SHOULD THE FASTENER |
| | RESISTANCE BE LESS THAN THAT |
| | REQUIRED, AS DETERMINED BY THE |
| | BUILDING OFFICIAL, A REVISED |
| | FASTENER SPACING, PREPARED , SIGNED |
| | AND SEALED BY A FLORIDA REGISTERED |
| | PROFESSIONAL ENGINEER, REGISTERED |
| | ARCHITECT OR REGISTERED ROOF |
| | CONSULTANT MAY BE SUBMITTED. |
| | |
| | _X__THE SYSTEM PROVIDED INDICATES |
| | LIMITATION# 9, NO ENHANCED |
| | FASTENING ALLOWED. |
| | |
| | 21)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 C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
