Date |
Text |
2004-05-28 00:00:00 | BUILDING PLAN REVIEW |
| PERMIT: 04042022 |
| ADD: 477 3RD ST. |
| CONT: PLAN REVIEW |
| CONTACT WEST RAILROAD LIMITED |
| PROJECT SUPERVISOR: PATTI LUDLOW |
| TEL: (561)368-2544 EXT.22 |
| FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| |
| 1ST PLAN REVIEW |
| ACTION: DENIED |
| |
| 1) PROVIDE NOC RECORDED WITH THE CLERK |
| OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| |
| 2) PROVIDE 2 CURRENT COPIES OF SIGNED & |
| SEALED SURVEYS WITH PROPOSED IMPROVEMENT |
| TO BE COMPLETED. |
| |
| 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 |
| 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. |
| A THRESHOLD INSPECTOR SHALL ALSO BE |
| REQUIRED TO BE SIGNED ON SEE HAROLD |
| PISKURA (561)805-6711. |
| (3) SETS OF ALL DOCUMENTS ARE |
| REQUIRED FOR THRESHOLD BUILDINGS. |
| |
| 4) 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 I |
| S NOT DEFINITEY 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 P |
| ROPERLY LICENSED IN THE STATE OF |
| FLORIDA. |
| |
| 5) 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 |
| |
| 6) FIRE SPRINKLERS 903.8.1 BUILDINGS |
| 3 STORIES OR MORE IN HEIGHT SHALL |
| REQUIRE FIRE SPRINKLER PLANS BEFORE THE |
| ISSUANCE OF A BUILDING PERMIT.THEY ARE |
| TO BE PART OF THE BUILDING SET OF PLANS. |
| SEPERATE PLANS WILL BE REQUIRED FOR THE |
| FIRE APRINKLER PERMIT. |
| |
| 7) PLANS DO NOT INDICATE WHAT BUILDING |
| TYPE? FOR THIS REVIEW IT WILL BE CONSID- |
| ERED A TYPE II BUILDING. BUILDING IS |
| 70' TALL. |
| |
| 8) PLANS ARE NOT CLEAR AS TO WHERE THE |
| PROPERTY LINE IS? PROVIDE A DIMENSION |
| FROM THE BUILDING TO THE PROPERTY LINE. |
| THERE MAY BE TABLE 600 ISSUES (OPENINGS) |
| ON THE EAST AND NORTH SIDES OF THE BUILD |
| ING. 0'-3' NO OPENINGS, 3'-10',10% ALLOW |
| ABLE OPENINGS. ALSO NOT 705.1.1.2 OPEN- |
| INGS WITHIN 15'-0" REQUIRE OPENING |
| PROTECTIVES, DEPENDING ON WHERE THE |
| PROPERTY LINE IS LOCATED THE DETERMINA- |
| TION IF THE PARKING GARAGE CAN REMAIN A |
| OPEN STRUCTURE OR IF IT WILL NEED TO BE |
| A ENCLOSED PARKING STRUCTURE. |
| |
| 9) PLANS ARE NOT THROUGH ENOUGH FOR THE |
| SKY BRIDGE, IS THIS TO BE PART OF THIS |
| PERMIT? HOW WILL IT TIE IN ON THE OTHER |
| SIDE OF THE STREET? WHAT TYPE OF AGREE- |
| MENTS HAVE BEEN MADE WITH THE COUNTY FOR |
| THE SKY BRIDGE? |
| |
| 10) SHEET A.31.01 IS THIS A MISPRINT, |
| BANK FINISH FLOOR FOR THE 1ST FLOOR TO |
| BE AT 20'-0" ELEVATION? THE ELEVATIONS |
| ON THE EXTERIOR ARE BETWEEN 8.53/9.92'? |
| |
| 11) RESTROOM 125 DOESN'T HAVE 12" ON THE |
| PUSH SIDE OF LATCH, SEE: |
| 11-4.13.6 MANEUVERING CLEARENCES |
| AT DOORS. MINIMUM MANEUVERING CLEARENCES |
| AT DOORS THAT ARE NOT AUTOMATIC OR |
| POWER-ASSISTED SHALL BE AS SHOWN IN |
| FIG. 25. THE FLOOR OR GROUND AREA WITH |
| IN THE REQUIRED CLEARENCES SHALL BE |
| CLEAR & LEVEL. |
| |
| 12) CAFE TOLIET, 1202.4.1 TOLIET ROOMS |
| SHALL NOT OPEN DIRECTLY INTO A ROOM USED |
| FOR THE PREPERATION OF FOOD FOR SERVICE |
| TO THE PUBLIC. |
| |
| 13) WINDOW 120 RATED GLASS, TABLE 704.1 |
| 1 HR WALL. |
| |
| 14) 3003.4.1 ELEVATOR STRETCHER REQUIRE- |
| MENTS SEE ELE 1 & 2. |
| |
| 15) SHEET A.31.07,A31.09, A.31.11 AND |
| A31.13 ALL INDICATE A COLUMN THROUGH THE |
| 5'-0" HANDICAPPED ACCESS ISLE. |
| |
| 16) SHEET A.31.07 HANDICAPPED PARKING @ |
| DOOR# 113 (SPACE# 67) DOESN'T HAVE A |
| ACCESS ISLE IN FRONT OF THE VEHICLE, |
| CAUSING THE PERSON TO WHEEL BEHIND THE |
| VEHICLE, IN THE INCOMING TRAFFIC LANE. |
| |
| 17) TICKET BOOTH IS THIS A FABRICATED |
| BUILDING? NO DETAILS FOR CONSTRUCTION? |
| |
| 18) 2ND- 5TH FLOOR, THE INTERIOR HALL |
| COLUMNS ARE WITHIN 6" OF THE ENTRY DOORS |
| TO EACH UNIT. SEE 11-4.13.6 CLEARENCE |
| @ DOORS, 12" REQUIRED ON THE PUSH SIDE. |
| |
| 19) A.31.02 OFFICE SPACE SOUTHEAST & |
| SOUTHWEST WILL REQUIRE 2 EXITS,1020.1(4) |
| |
| 20) PROVIDE INFORMATION ON THE CANOPY |
| OVER THE ENTRY WAY? |
| |
| 21) FL. BLD CODE 1606.1.7 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. |
| |
| 22)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) WINDOWS |
| B) EXTERIOR DOORS |
| C) LOUVERS |
| D) SKYLIGHTS |
| E) TRUSS ANCHORS |
| 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 |
| |
| 23) STRUCTURAL PLANS MISSING THE FOUNDA- |
| TION SCHEDULE, COLUMNS AND BEAMS. |
| |
| 24) PROVIDE ADDTIONAL INFO FOR THE FIRE |
| RATING OF ALL STRUCTURAL ELEMENTS FOR |
| TYPE II BUILDING. |
| |
| 25) FOUNDATION PLAN HAS THE 2ND FLOOR |
| REINFORCING LEGEND ON IT? S1.1. |
| |
| 26) S2.1 COLUMN# 35 IS MISSING ON THIS |
| SHEET? |
| |
| 27) S.3.1 THE 3RD FLOOR FRAMING PLAN |
| INDICATES A HALLWAY CONNECTION, A CORRI- |
| DOR ON THE EAST SIDE OF THE BUILDING, |
| PLANS ARE NOT CLEAR AS TO A SECONDARY |
| COLUMN LINE, DETAILS ARE MISSING. ALSO |
| BETWEEN COLUMN 56 & 39 SHOULD THERE BE |
| A COLUMN BETWEEN? |
| |
| 28) SHOULD THERE ALSO BE A COLUMN LINE |
| NEXT TO THE PARKING GARAGE STRUCTURE? |
| |
| 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. |
| |
| LOOK FOR COMMENTS BY THE OTHER PLAN |
| REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| ON THE APPLICATION, PLANS, OR ATTACHED |
| SEPARATELY. WHEN RESUBMITTING PLANS |
| PLEASE CLEARLY INDICATE THE REVISION AND |
| REMOVE AND REPLACE ANY PAGES AS NECESS- |
| ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| THE PLANS WHEN RESUBMITTING PLANS. A |
| TRANSMITTAL LETTER LISTING THE ORIGINAL |
| COMMENTS WILL GREATLY ACCELARATE YOUR |
| PERMIT. |
| JIM WITMER |
| BUILDING PLAN REVIEW |
| (561)805-6715 |
| |
| |
| |
| TEL: (561)805-6715 |
| FAX: (561)659-8026 |