Date |
Text |
2003-04-16 00:00:00 | BUILDING PLAN REVIEW |
| PERMIT: 03031778 |
| ADD: 610 CLEMATIS ST |
| CONT: WHITING -TURNER CONTRACTING |
| TEL: (954)776-0800 |
| FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| |
| ARCH: B & A BERMELLO.AJAMIL & |
| PARTNERS INC |
| TEL: (305)859-2050 |
| FAX: (305)859-9638 |
| |
| ENG:DER DE LOS REYE ENGINEERING INC |
| TEL: (305)665-2778 |
| FAX: (305)665-2793 |
| |
| BUILDING PLAN REVIEW |
| ACTION: DENIED |
| |
| 1) PROVIDE NOC RECORDED WITH THE CLERK |
| OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| |
| 2) PROVIDE DOCUMENTATION OF UNITY OF |
| TITLE, SECOND THAT THE CITY ABANDED THE |
| ALLEY WAY. |
| |
| 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. |
| |
| FOR THRESHOLD BUILDINGS FOR THE PER- |
| MIT SET OF PLANS, PROVIDE (3) THREE COP- |
| IES OF ALL DOCUMENTS, INCLUDING SHOP |
| DRAWINGS, PRODUCT APPROVALS, LETTERS, |
| ETC. EXCEPTION: THE STRUCTURAL CALCULA- |
| TIONS (7 BOOKS). |
| |
| 4) PLANS INDICATE THAT THIS BUILDING |
| IS PLANNED TO BE A CONDOMINIUM. BEFORE |
| THE BUILDING WILL RECEIVE A CERTIFICATE |
| OF OCCUPANCY THE DOCUMENT " DECLARATION |
| OF CONDOMINIMUM" IS TO BE SUBMITTED TO |
| THE STATE, APPROVED AND THEN RECORDED |
| AT THE COUNTY CLERK OF THE COURT. THE |
| CITY WILL NEED TO HAVE A RECORDED COPY |
| FOR OUR RECORDS, ADDRESSING AND NOTIFICA |
| TION OF THE PROPERTY APPRAISERS OFFICE. |
| |
| 5) AMENDMENTS TO APPENDIX F, FLORIDA |
| BUILDING CODE, 2001 ED. LOCAL FIRE |
| DISTRICT, SECTIONS 102- 105 SHALL APPLY |
| TO THIS STRUCTURE. SEE ATTACHMENTS. |
| |
| 6) CHAPTER 13, FLORIDA ENERGY CODE, |
| SECTION 400, ENERGY CALCULATIONS FOR THE |
| WHOLE BUILDING. |
| |
| 7) FL BLD CODE 1804.2.2 QUESTIONABLE |
| SOILS, WHERE THE BEARING CAPACITY IS |
| NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| PLEASE PROVIDE SOILS REPORT PREFORMED BY |
| ARDAMAN & ASSOCIATES, GEOTECNICAL |
| REPORT # 01-2233 BASED ON 10-01-02 |
| INVESTIGATION. (VIBROFLOTATION). |
| 3 SIGNED/ SEALED COPIES. |
| |
| 8) REQUIREMENTS FOR SPECIAL FOUNDATION |
| PERMIT: |
| A) THRESHOLD INSPECTOR TO BE SIGNED ON |
| WITH DON NEELY THRESHOLD/ RESIDENT |
| INSPECTOR PROGRAM COORDINATOR @ EXT. |
| 6665. |
| B) FILED SOILS REPORTS. |
| C) PROVIDE THE DESIGN FOR SHEET PILE |
| BY SPECILITY ENGINEER, TO BE REVIEWED |
| BY & ACCEPTED BY THE ENGINEER OF RECORD |
| ( HECTOR DE LOS REYES). |
| D) COUNTY IMPACT FEES PAID FOR THE |
| COMPLETE BUILDING. |
| E) STATE RADON FEES TO BE PAID TO CITY. |
| |
| 104.4.5. SPECIAL FOUNDATION PERMIT |
| WHEN APPLICATION FOR A PERMIT TO ERECT |
| OR ENLARGE A BUILDING HAS BEEN FILED, & |
| PENDING ISSURANCE OF SUCH PERMIT, THE |
| BUILDING OFFICIAL MAY, AT HIS/ HER |
| DISCRETION, ISSUE A SPECIAL PERMIT FOR |
| THE FOUNDATION ONLY, UPON WRITTEN RE- |
| QUEST OF THE OWNER AND CONTRACTOR. THE |
| HOLDER OF SUCH A SPECIAL PERMIT IS PRO- |
| CEEDING AT HIS OR HER OWN RISK AND WITH- |
| OUT ASSURANCE THAT A PERMIT FOR THE |
| REMAINDER OF THE WORK WILL BE GRANTED |
| AND THAT CORRECTIONS WILL NOT BE RE- |
| QUIRED IN ORDER TO MEET THE PROVISIONS |
| OF THE TECHNICAL CODE. |
| *****FAIR HOUSING ACT***** |
| 9)THE PRIMARY ENTRY DOOR OF COVERED |
| DWELLING UNITS IS PART OF PUBLIC AND |
| COMMON USE SPACES, THEREFORE, IT MUST BE |
| ON AN ACCESSIBLE ROUTE & BE ACCESSIBLE, |
| I.E., MEET THE ANSI REQUIREMENTS OF |
| 4.13 DOORS. |
| SHEET A-3-5AB,5BC & 5DA UNITS @ ELE. |
| 42', ENTRY VS, SECONDARY ENTRY DOORS, |
| THE PLANS INDICATE THAT THE ENTRY (PRI- |
| MARY) DOORS ARE TO THE EXTERIOR, THE |
| PRIMARY DOORS ARE TO BE ON AN ACCESSIBLE |
| ROUTE, THE COORIDOR ENTRY DOOR SINCE IT |
| IS SERVED BY AN ELEVATOR. LEVER HANDLE |
| OR OTHER EASY TO USE DOOR HARDWARWE, |
| ANSI 4.13.9. |
| |
| 10) A-3.1AB/ A-3.1BC LOWER BASEMENTS, |
| NOT ON A ACCESSIBLE ROUTE, PLANS DO NOT |
| INDICATE SIGNAGE "NOT ACCESSIBLE ROUTE". |
| |
| 11) POOL, POOL DECK AND SURROUNDING |
| AREAS ARE TO BE ACCESSIBLE. NO INFORMA- |
| TION IS PROVIDED FOR THIS AREA. |
| |
| 12)FAIR HOUS REGUIREMENT 7.2 USEABLE |
| BATHROOMS(I) NOTE: CABINETS UNDER LAVA- |
| TORIES ARE ACCEPTABLE PROVIDED THE BATH- |
| ROOM HAS SPACE TO ALLOW A PARALLEL |
| APPROACH BY A PERSON IN A WHEELCHAIR; |
| IF PARALLEL APPROACH IS NOT POSIBLE WITH |
| IN THE SPACE, ANY CABINETS PROVIDED |
| WOULD HAVE TO BE REMOVABLE TO AFFORD THE |
| NECESSARY KNEE CLEARENCE FOR FORWARD |
| APPROACH. |
| |
| 13) POOLS ARE TO HAVE AN EFFICTIVE |
| BARRIER ( PUBLIC POOLS DOH RULE 64E-9 |
| FL ADMINISTRATIVE CODE) INDICATE WHERE |
| THIS WILL BE AN ACCESSIBILITY THROUGH |
| THE ENCLOSURE? |
| IF CONCIDERED A PRIVATE POOL SEE SEC- |
| TION 424.2.17.(1) -(8). |
| |
| 14) SHEET A-3-5DA CORRIDOR 154 LEVEL 42 |
| (NORTH) INDICATES THE USAGE OF RAMPS BUT |
| NO ELEVATIONS ARE PROVIDED? |
| *****GENERAL BUILDING COMMENTS****** |
| 15) IT IS DIFFICULT TO DO PLAN REVIEWS |
| WITHOUT A LEGEND INDICATING WHAT TYPE |
| OF INFORMATION IS BEING RELAYED THE |
| BOX WITH A NUMBERIN IT???????ALL PAGES! |
| |
| 16) 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. |
| |
| 17)1606.1.4(1) IN WIND BORNE DEBRIS |
| REGIONS, EXTERIOR GLAZING THAT RECEIVES |
| POSITIVE PRESSURE IN BUILDINGS SHALL BE |
| ASSUMED TO BE OPENINGS UNLESS SUCH |
| GLAZING IS IMPACT RESISTANT OR PROTECTED |
| WITH AN IMPACT RESISTANT COVERING MEET- |
| ING THE REQUIREMENTS OF SSTD 12, ASTM |
| E 1886 AND ASTM E 1996 OR MIAMI-DADE. |
| |
| 1) GLAZED OPENINGS LOCATED WITHIN 30 FT |
| OF GRADE SHALL MEET THE REQUIREMENTS OF |
| LARGE MISSLE TEST. |
| |
| 18)FL BLD CODE 1606.1.5: COMPONENTS & |
| CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| TESTING REPORT, SBCCI OR DADE COUNTY |
| REPORT ARE ACCEPTED. MISSING REPORTS: |
| A) FIXED WINDOWS INCLUDING STORE FRONT |
| B) SINGLE HUNG WINDOWS |
| C) MULLIONS VERTICAL & HORIZONTAL |
| D) EXTERIOR GLAXED DOORS BOTH SWINGING |
| AND SLIDING DOORS. |
| E) SOLID EXTERIOR DOORS |
| F) EXTERIOR DOORS W/ TRANSOMS (1 UNIT) |
| G) OVERHEAD GARAGE DOOR |
| H) LOUVERED VENTS |
| I) ROOFING ASSEMBLIES:(II) ROOF TILE |
| (III) FLAT ROOF W/ INSULATION |
| |
| COMMENTS TO BE CONTINUED ON THE NEXT |
| PENTIMATION BUILDING REVIEW SESSION!!!! |