| Date |
Text |
| 2003-07-23 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 03031228 |
| | ADD: 4011 NORTH SHORE DRIVE |
| | CONT: DON CLAY |
| | TEL: (561)683-0609 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1)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. |
| | |
| | 2) REQUIRED CORRECTION- TITLE SHEET, |
| | NOT THE 2002 FLORIDA BUILDING CODE. |
| | |
| | 3) 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) EXT. METAL DOOR W/ 1/2 LIGHT (D-1) |
| | B) ROOF SHINGLES |
| | |
| | 4) COMPONENTS & CLADDING SHEET A-23, |
| | THE WIND PRESSURES GIVEN ARE LOW,THE PRE |
| | SSURES TAKEN FROM TABLE 1606.2B ARE |
| | GIVEN WITHOUT ANY IMPORTANCE FACTOR |
| | INCREASES. THIS BUILDING IS TO BE DESIGN |
| | ED AT A IMPORTANCE FACTOR OF 1.15, ALSO |
| | THE MEAN ROOF HEIGHT IS APPROX 21.25'. |
| | WHICH ALSO INCREASES PRESSURES. |
| | |
| | 5) NEW TO THE 2001 FLORIDA BUILDING CODE |
| | 2117.1.2 CATHEDRAL END WALLS, AS PER |
| | FROM THE BUILDING OFFICIAL, THE PLANS |
| | SHALL COMPLY WITH THIS CODE SECTION AT |
| | TIME OF PERMITTING. THE CONTRACTOR MAY |
| | SUBMIT A REVISION UNDER ALTERNATE MATERI |
| | ALS AND METHODS, A PEER REVIEW WILL BE |
| | PREFORMED ,WITH AN INDEPENDENT ENGINEER |
| | OF THE CITY'S CHOICE AT THE COST TO THE |
| | PERMIT HOLDER. |
| | |
| | 6) TRUSS I-JOIST ITEM (27) FROM SECOND |
| | PLAN REVIEW (A,B,D,E,&F HAVE NOT BEEN |
| | ADDRESSED. |
| | A) MISSING THE MANUFACTURERS SPEC & |
| | ROOF SPAN CHART? |
| | THE DESIGNER IS SPECING A 11 7/8" |
| | TRUSS- JOIST, NO MANUFACTURER SPECED, |
| | IF TRUSS-JOIST MC MAC MILLIAN IS THE |
| | JOIST TO BE SPECED, A RESIDENTIAL OR COM |
| | MERCIAL JOIST? WHAT SERIES OF JOIST, |
| | 11 7/8" TJI 15 DF/SP,25DF/SP,35P,35P, |
| | 40P OR 40C????????????????????????? |
| | B) PROVIDE CURRENT 2003 MANUFACTURERS |
| | INFORMATION, IS THIS A FACE MOUNT OR TOP |
| | MOUNT UNIT? USING THE 2 SIMPSON HGA10 |
| | CLIPS A TOTAL COMBINED RESISTANCE IS |
| | 870 LBS., ONLY THE BOTTOM FASTENER HOLES |
| | WILL CATCH THE BOTTOM RAIL OF THE I |
| | JOIST, AGAIN NO MENTION OF WEB STIFFEN- |
| | ERS TO INDICATE HOW TO TRANSFER LOADS. |
| | IN THIS CASE ONLY 1/2 THE LOAD OR 435 |
| | LBS CAN BE USED. |
| | DEPENDING ON THE WIND ZONE LOCATION |
| | WORST CASE ZONE#3,21' SPAN@(-37.3X1.15)= |
| | -42.8PSF UPLIFTX42SQ FT(TRIBUTARY AREA)= |
| | 1797/2=898.8 UPLIFT PER END. |
| | D) ARE WEB STIFFENERS REQUIRED? AT WHAT |
| | SPACING WILL THE BRIDING BE REQUIRED? |
| | E)COMMENT OK |
| | F) OUTLOOKERS NOW HAVE WEB STIFNERS BUT |
| | NO DETAIL FROM THE MANUFACTURER INDICATI |
| | NG THAT THEY ARE TO BE FULL HEIGHT, ON |
| | ONE SIDE ONLY ? |
| | |
| | 7) THE MICRO-LAMB BEAM DETAIL SHEET IS |
| | NOT A ENGINEERED SHEET, THE SECOND ISSUE |
| | THE DESIGN WAS UNDER THE 1997 SBC @ |
| | 110 MPH. THE FLORIDA CODE IS 140 MPH, |
| | THIS DESIGN WILL NEED TO BE UPGRADED TO |
| | THE PRESENT DAY CODE. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
