| Date |
Text |
| 2006-03-29 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 06010433 (FOUNDATION NO SLAB) |
| | ADD: 419 LAKEVIEW |
| | CONT: MICHAEL T. LANG |
| | TEL(561)966-5592 |
| | |
| | |
| | -OPERA PLACE- |
| | |
| | ARCHITECT FIRM BERMELLO, AJAMIL & |
| | PARTNERS |
| | HECTOR R. VALVERDE |
| | |
| | ENGINEERS: PEDRO JOSE DUQUESNE |
| | |
| | |
| | 1ST REVIEW |
| | ACTION DENIED |
| | CODE: 2004 FL BUILDING CODE |
| | |
| | * FL BLD CODE = 2004 WEST PALM BEACH |
| | ADMINISTRATIVE CODE |
| | |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE NEW |
| | 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. |
| | |
| | 1) NOTE THIS IS A THRESHOLD BUILDING |
| | REQUIRING (3) OF ALL SUBMITTALS, |
| | PLANS, REPORTS, REVISIONS OR SUBMITTALS |
| | TO THE BUILDING DEPARTMENT FOR OUR |
| | RECORD. THESE DOCUMENTS WILL REQUIRE |
| | ORIGINALS WITH RAISED SEAL, SIGNATURE |
| | AND DATE. |
| | PLANS, SPECIFICATIONS,REPORT OR |
| | OTHER DOCUMENTS PREPARED BY THE |
| | PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE |
| | SEAL OF THE DESIGN PROFESSIONAL |
| | TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEER |
| | FL ATATE STAT: 61G16.003 ARCHITECT |
| | ONLY (1) SET OF THE SOILS REPORTS |
| | ARE SEALED. THE OTHER (2) SETS ARE |
| | COPIED SIGNATURES , NO SEALS. |
| | |
| | 2)FL S S 713.13: |
| | NOTICE OF COMMENCEMENT, TO BE RECORDED |
| | WITH THE CLERK OF THE COURT BEFORE A |
| | PERMIT WILL BE ISSUED. NOTE: |
| | IF THE WORK DESCRIBED IN THE NOTICE OF |
| | COMMENCEMENT IS NOT ACTUALLY COMMENCED |
| | WITHIN 90 DAYS AFTER THE RECORDING |
| | THEREOF, SUCH NOTICE IS NULL & VOID. |
| | |
| | 3) DISCREPANCY BETWEEN THE PERMIT |
| | APPLICATION AND THE SURVEY. THE |
| | APPLICATION INDICATES THE STREET |
| | LAKEVIEW WHEREAS THE SURVEY IN |
| | THE SOUTH SIDE OF THE PROPERTY |
| | OKEECHOBEE BLVD. OKEECHOBEE BLVD ISN'T |
| | DESIGNATED UNTIL AFTER THE WEST BOUND |
| | TRAFFIC CROSSES OVER THE FEC RAILROAD |
| | TRACKS. |
| | |
| | 4) BEFORE A PERMIT TO CONSTRUCT, MAY BE |
| | ISSUED, IMPACT FEES MUST BE PAID TO |
| | 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. |
| | |
| | 5) FL S. S. 553.71(7) |
| | (THRESHOLD BUILDING) |
| | ANY BUILDING GREATER THAN (3) STORIES OR |
| | 50 FEET IN HEIGHT, OR WHICH HAS AN |
| | ASSEMBLY OCCUPANCY CLASSIFICATION AS |
| | DENIED IN FLORIDA BUILDING CODE WHICH |
| | EXCEEDS 5,000 SQ FT IN AREA AND AN |
| | OCCUPANT LOAD OF GREATER THAN 500 PEOPLE |
| | 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 |
| | ENFORCEMENT AGENCY PRIOR TO THE ISSUANCE |
| | OF A PERMIT FOR THE CONSTRUCTION OF |
| | THRESHOLD BUILDING. THE PURPOSE OF THE |
| | STRUCTURAL INSPECTION PLAN IS TO PROVIDE |
| | SPECIFIC INSPECTION PROCEDURES AND |
| | STANDARDS SO THAT THE BUILDING CAN BE |
| | ADEQUATELY INSPECTED FOR COMPLIANCE WITH |
| | THE PERMITTED DOCUMENTS. |
| | |
| | 6)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. |
| | |
| | 7) 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 CONTAIN 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. |
| | |
| | 8) 109.3.10* IMPACT OF CONSTRUCTION. |
| | ALL CONSTRUCTION ACTIVITY REGULATED BY |
| | THIS CODE SHALL BE PERFORMED IN A MANNER |
| | SO AS NOT TO ADVERSELY 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 |
| | HISTORIC SURFACE WATER DRAINAGE FLOWS |
| | SERVING ADJACENT PROPERTIES, & MAY |
| | REQUIRE SPECIAL DRAINAGE DESIGN |
| | COMPLYING WITH ENGINEERING STANDARDS TO |
| | PRESERVE THE POSITIVE PATTERNS OF THE |
| | AFFECTED SITES. ACCORDINGLY, DEVELOPERS, |
| | CONTRACTORS, AND OWNERS OF ALL NEW |
| | RESIDENTIAL DEVELOPMENT, 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 PARCEL SHALL AS A PERMIT |
| | CONDITION, PROVIDE A PROFESSIONALLY |
| | 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. |
| | |
| | 9) 109.3.10.1 HURRICANE 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 PERSON 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. |
| | |
| | 10) 110.2* W. P. B. ADMINISTRATIVE CODE, |
| | INFORMATION THAT IS REQUIRED FOR RECORD |
| | KEEPING & FOR CERTIFICATE OF OCCUPANCY: |
| | A) THE EDITION OF THE CODE UNDER WHICH |
| | THE PERMIT WAS ISSUED. |
| | 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. A OR B. |
| | D) THE DESIGN 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. |
| | |
| | 11) PLANS INDICATE THAT THIS PERMIT |
| | WILL BE PHASED, DOES THIS MEAN |
| | ENTIRE BUILDING IS UNDER ONE PERMIT OR |
| | WILL THIS PROJECT BE PERMITTED |
| | SEPARATELY ? |
| | |
| | 12) SHEET S-3.00 |
| | WIND DESIGN LOADS, DESIGNED TO THE WRONG |
| | ASCE STANARD ASCE 7-02 |
| | |
| | 13) SHEET S-3.00 |
| | WIND DESIGN LOADS, FOR PARKING PORTION |
| | OF THE BUILDING AS BEING DESIGNED TO THE |
| | 2001 FBC NOT THE 2004 FBCAND ALSO |
| | DESIGNED TO THE ASCE 7-98 STANDARD. |
| | |
| | 14) SHEET S-3.00 |
| | FOUNDATION NOTE # 5 INDICATES THE PILE |
| | LENGTH FROM TIP ELEVATION OF -65 FT |
| | WHEREAS THE SOILS REPORT 8.2.2 PILE |
| | DESIGN RECOMMENDATIONS INDICATES 50 FT. |
| | THE SOILS REPORT PILE DESIGN |
| | RECOMMENDATIONS INDICATES THAT |
| | APPROXIMATELY 42 FT THE AUGER PILE WILL |
| | ENCOUNTER HARD LIMESTONE STRATUM AND DIG |
| | UNTIL 50 FT. THE -65 FT DEPTH WILL MEAN |
| | THE AUGER PILE WILL BE ENBEDDED |
| | APPROXIMATELY 23 FT? |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | |
| | |
| | |
| | |
| | |
| | |
| 2006-03-06 00:00:00 | ZONING REVIEWED - CAN MAKE NO |
| | DETERMINATION; NO SITE PLAN OR ARCH PLAN |
| | PROVIDED TO VERIFY SETBACKS AND BUILDING |
| | PLACEMENT. MJF |
