| Date |
Text |
| 2007-02-23 12:19:44 | BUILDING PLAN REVIEW |
| | PERMIT: 06120362 |
| | ADDRESS: 206 S OLIVE/ 120 S OLIVE |
| | CONT: L. DAVIS |
| | TEL: (561)718-8161 |
| | 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) DESCREPANCY PLEASE CORRECT THE ADDRESS OF THE |
| | JOBSITE,SEE PERMIT APPLICATION VS PLANS. |
| | 106.1.2*ADDITIONAL INFORMATION REQUIRED. |
| | 2A) THIS SITE APPEARS TO BE A OFFICE CONDOMINIUM |
| | SITE.THE APPLICATION INDICATES A UNIT ON THE FIRST |
| | FLOOR BY THE PCN USED. |
| | 2B) THE PLANS INDICATE WORK ON THE 7TH AND 8TH FLOOR |
| | WHERE AS THE PALM BEACH COUNTY PROPERTY APPRAISERS |
| | OFFICE DOES NOT REFLECT ANY PROPERTY CONTROL NUMBERS ON |
| | THE 8TH FLOOR. IF THESE NEW STAIRS ARE GOING TO THE 8TH |
| | FLOOR THIS SQUARE FOOTAGE ON THE EIGTH FLOOR WOULD HAVE |
| | A SEPERATE PROPERTY CONTROL NUMBER UNLESS THIS IS |
| | CONSIDERD COMMON AREAS TO ALL TENANTS, SUCH AS |
| | RESTROOMS AND OR AN ASSOCATION OWNED SUITE OR OFFICE. |
| | PLEASE PROVIDE DOCUMENTATION OF OWNERSHIP. |
| | A UNITY OF TITLE MAY BE REQUIRED. |
| | |
| | 3) THE COVERSHEET, LS-1 NOR THE STRUCTURAL SHEETS |
| | PROVIDE THE FOLLOWING INFORMATION: |
| | 110.2* W. P. B. ADMINISTRATIVE |
| | CODE, INFORMATION THAT IS REQUIRED FOR |
| | RECORD KEEPING & FOR CERTIFICATE OF |
| | OCCUPANCY: |
| | A) THE EDITION OFTHE CODE UNDER WHICH |
| | THE PERMIT WILL BE ISSUED. |
| | PLEASE PROVIDE THE LEVEL OF ALTERATION LISTED UNDER |
| | THE 2004 EXISTING BUILDING CODE. |
| | B) THE USE AND OCCUPANCY, IN ACCORDANCE |
| | WITH THE PROVISIONS OF CHAPTER 3. |
| | C) THE TYPE OF CONSTRUCTION AS DEFINED |
| | IN CHAPTER 6, TABLE 601. |
| | D) THE OCCUPANT LOAD, SEE 1004. |
| | E) IF AN AUTOMATIC SPRINKLER SYSTEM IS |
| | PROVIDED, WHETHER THE SPRINKLER SYSTEM |
| | IS REQUIRED. |
| | F) ANY SPECIAL STIPULATIONS & CONDITIONS |
| | OF THE BUILDING PERMIT. |
| | G) SQ. FT. 8TH FLOOR BEING REBUILT |
| | H) SQ. FT. FOOTPRINT BUILDING |
| | I ) SQ. FT. UNDER ROOF (TOTAL) |
| | |
| | 4) THE PLANS APPEAR TO INCORPORATE A LARGER SCOPE OF |
| | WORK THAN LISTED ON THE DESCRIPTION OF WORK LISTED IN |
| | THE PERMIT APPLICATION. |
| | IT APPEARS THE 8TH FLOOR IS BEING REBUILT. WITH THE |
| | STEEL COLUMNS AND FRAMING SHOWN ON S-2 IF SO PLEASE |
| | INDICATE ON THE PERMIT APPLICATION DESCRIPTION OF |
| | PROJECT. |
| | |
| | 5) NOTE: WITH THE ANSWER TO 3B USE AND OCCUPANCY NOT |
| | KNOWN THIS REVIEW WILL BE ASSUMING THIS TO BE A |
| | BUSINESS OCCUPNCY FOR THE PARAMETERS OF THIS REVIEW. |
| | |
| | 6)IN AS SUCH THE REVIEW AND INSPECTION AND ISSUANCE |
| | OF THE CERTIFICAT OF OPERATION WILL BE ISSUED BY THE |
| | DEPARTMENT WHICH INDICATES THAT THE CONVEYANCE HAS HAD |
| | THE REQUIRED SAFETY INSPECTION AND TEST AND THE FEES |
| | HAVE BEEN PAID AS PROVIDED IN THIS CHAPTER 399 FS. |
| | |
| | 7A) IT APPEARS THE EXTERIOR WALLS ARE TERRA-COTTA AND A |
| | NEW STEEL INNER FRAME-WORK IS BEING ADDED. SHEE A-4 |
| | INDICATES A WINDOW INSTALLATION WITH BUCK BUT THIS |
| | DETAIL |
| | IF TAKEN LITTERALY MEANS THAT THE WINDOW AND BUCK WILL |
| | BE ATTACHED TO THE TERRA-COTTA WALL AND NOT THE |
| | STRUCTURAL STEEL FRAME WORK. |
| | |
| | 7B)IF THE WINDOW DETAIL IS REVISED TO BE SECURED TO |
| | THE STRUCTURAL STEEL FRAMEWORK PLEASE PROVIDE WHAT WILL |
| | SEAL WEATHER FROM THE JOINT BETWEEN THE TERRA-COTTA AND |
| | THE |
| | STEEL FRAME? |
| | |
| | 7C) SHEET A-4 WINDOW DETAIL INDICATES A WOOD BUCKPLEASE |
| | SEE COMPLIANCE COMMENTS,1714.5.4.2 MASONRY, CONCRETE |
| | OR OTHER STRUCTURAL SUBSTRATE. |
| | WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 1 1 |
| | / 2 INCHES (38 MM), WINDOW AND DOOR ASSEMBLIES SHALL BE |
| | ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR |
| | SUBFRAME SYSTEM, IN ACCORDANCE WITH THE MANUFACTURER'S |
| | PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE |
| | SECURELY FASTENED DIRECTLY INTO THE MASONRY, CONCRETE |
| | OR OTHER STRUCTURAL SUBSTRATE MATERIAL. UNLESS |
| | OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE |
| | INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE |
| | MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE |
| | LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE |
| | ROUGH OPENING SUBSTRATE. |
| | |
| | 8)SHEET A-4 STAIR DETAIL, INDICATES THE RISERS TO BE |
| | 7.5" AND THE TTREADS TO BE 10". 1009.3 STAIR TREADS AND |
| | RISERS. STAIR RISER HEIGHTS SHALL BE 7 INCHES (178 MM) |
| | MAXIMUM AND 4 INCHES (102 MM) MINIMUM. STAIR TREAD |
| | DEPTHS SHALL BE 11 INCHES (279 MM) MINIMUM. |
| | |
| | 9) SHEET A-5 HANDRAIL DETAIL# 6, INDICATES 2" BETWEEN |
| | THE HANDRAIL AND WALL.11-4.9.4(3) THE CLEAR SPACE |
| | BETWEEN HANDRAILS AND THE WALL SHALL BE 1 1/2". |
| | |
| | 10) SHEET A-5 WHITE-OUT ON DETAIL "A" - R-19 |
| | 104.2.1.3 THE BUILDING OFFICIAL |
| | MAY SET STANDARDS THROUGH DEPARTMENTAL |
| | POLICY STANDARDS FOR PLANS AND SPRCIFICA |
| | TIONS. "NO WHITE OUT". |
| | |
| | 11)1609.1.4 PROTECTION OF OPENINGS. |
| | IN WIND-BORNE DEBRIS REGIONS, EXTERIOR |
| | GLAZING THAT RECEIVES POSITIVE PRESSURE |
| | IN THE LOWER 60 FEET (18.3 M) IN |
| | BUILDINGS SHALL BE ASSUMED TO BE |
| | OPENINGS AND THE BALANCE OF GLAZED |
| | OPENINGS IN THE REST OF THE BUILDING |
| | SHALL BE ASSUMED TO BE ZERO UNLESS SUCH |
| | GLAZING THAT RECEIVES POSITIVE PRESSURE |
| | IS IMPACT RESISTANT OR PROTECTED WITH AN |
| | IMPACT RESISTANT COVERING MEETING THE |
| | REQUIREMENTS OF SSTD 12, ASTM E 1886 AND |
| | ASTM E 1996, OR MIAMI-DADE TAS 201, 202 |
| | AND 203 REFERENCED THEREIN AS FOLLOWS: |
| | 1.GLAZED OPENINGS LOCATED WITHIN 30 |
| | FEET (9.1 M) OF GRADE SHALL MEET THE |
| | REQUIREMENTS OF THE LARGE MISSILE TEST. |
| | 2.GLAZED OPENINGS LOCATED MORE THAN |
| | 30 FEET (9.1 M) ABOVE GRADE SHALL MEET |
| | THE PROVISIONS OF THE SMALL MISSILE |
| | TEST. |
| | |
| | 12)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 |
| | |
| | 13) 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. |
| | |
| | 14)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) GLAZED WINDOWS |
| | B) GLAZED DOORS |
| | C) HOLLOW METAL DOORS |
| | D) MULLIONS |
| | E) ROOFING ASSEMBLIES |
| | |
| | 15)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 FOR |
| | COMPLIANCE WITH THE PERMITTED DOCUMENTS. |
| | |
| | 16)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. |
| | |
| | 17)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. |
| | |
| | 18) BUILDING PROVISO: |
| | ) 109.3.10.1 HURICANE PROTECTION. |
| | IT SHALL BE UNLAWFUL FOR ANY PERSON TO |
| | ALLOW CONSTRUCTION RELATED MATERIALS |
| | EQUIPMENT 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 HIGH |
| | WINDS. |
| | 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. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
| | |
| | |
| | |
| | |
