| Date |
Text |
| 2009-01-26 15:25:05 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | 561-805-6724 [email protected] |
| | |
| | FBC FLORIDA BUILDING CODE 2004 |
| | FBC EB FLORIDA BUILDING CODE 2004 EXISTING BUILDING |
| | CODE |
| | FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL |
| | FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004 |
| | FAC FLORIDA ADMINISTRATIVE CODE |
| | FS FLORIDA STATUTE |
| | |
| | 1. SPECIFY DESIGN UPLIFT, DESIGN LATERAL PARALLEL TO |
| | PLATE, AND DESIGN LATERAL PERPENDICULAR TO PLATE. SEE |
| | SIMPSON CATALOG, GENERAL INSTRUCTIONS TO THE DESIGNER, |
| | ITEM E, REGARDING THE UNITY EQUATION. COMPLIANCE CANNOT |
| | BE DETERMINED AS DESIGN LOADS NOT SPECIFIED ON THE |
| | PLAN. FOR YOUR CONVENIENCE, THIS PAGE HAS BEEN PRINTED |
| | AND ATTACHED. IT IS ALSO AVAILABLE AT HTTP://WWW.STRONG |
| | TIE.COM/FTP/CATALOGS/C-2009/C-2009-P014-P015.PDF. |
| | |
| | 2ND REVIEW, THIS INFORMATION WAS NOT PROVIDED. THE |
| | CATALOG DESIGN LIMITS FOR THE CONNECTORS WERE PROVIDED. |
| | THAT MEANS THAT EACH STRAP/CONNECTOR WAS DESIGNED TO |
| | MAXIMUM CAPACITY, NOT ACCEPTABLE PER CATALOG. PLEASE |
| | PROVIDE REQUESTED INFORMATION. |
| | |
| | 2C. SHEET 1 OF THE PLAN SPECIFIES 25PSF ATTIC LIVE |
| | LOAD; IT APPEARS THAT THIS ATTIC SPACE WILL BE USED FOR |
| | STORAGE. 10PSF NONCONCURRENT LIVE LOAD INCLUDED ON THE |
| | TRUSS, PLEASE REVISE TO BE 25PSF CONCURRENT AS PER |
| | ARCHITECT'S PLAN. IF PLAN IS REVISED, PLEASE SPECIFY |
| | THAT THE ATTIC WILL NOT BE USED FOR ANY STORAGE. |
| | |
| | 2ND REVIEW, THE ENGINEER (YURASEK, PE) HAS CHANGED THE |
| | BCLL FROM 25PSF TO 0. BOTTOM CHORD LIVE LOAD REQUIRED |
| | MINIMUM 20PSF WITH STORAGE, 10PSF WITHOUT STORAGE FBC |
| | TABLE 1607.1. BCLL CANNOT BE 0, MUST BE CONSISTENT WITH |
| | THE TRUSS ENGINEERING, AND THE STATEMENT REGARDING |
| | STORAGE WAS NOT PUT ON THE PLAN. |
| | |
| | 3-4. ADDRESSED. |
| | |
| | 5. PRODUCT APPROVALS REQUIRED FOR THE FLAT ROOF, |
| | PITCHED ROOF FAC9B72. FOR THE FLAT DECK, CONTRACTOR |
| | MUST SELECT AN APPROVED ASSEMBLY AND SPECIFY ENHANCED |
| | FASTENING IF NECESSARY. THIS MAY BE DONE WITH THE ROOF |
| | PERMIT APPLICATION; THIS INFORMATION IS REQUIRED BEFORE |
| | A ROOF PERMIT CAN BE ISSUED. |
| | |
| | NOT ADDRESSED. PLEASE PROVIDE PRODUCT APPROVALS. THEY |
| | ARE AVAILABLE AT WWW.MIAMIDADE.GOV OR |
| | WWW.FLORIDABUILDING.ORG. THE INFORMATION REGARDING THE |
| | ASSEMBLY CAN BE PROVIDED WITH ROOF PERMIT APPLICATION, |
| | BUT THE PRODUCT APPROVALS ARE REQUIRED AT THIS TIME. |
| | NOTE COMMENT 7, PRODUCT APPROVALS ARE TO BE REVIEWED BY |
| | DESIGNER OF RECORD. |
| | |
| | 6. SEPARATE ROOF PERMIT REQUIRED. INFORMATIONAL ONLY. |
| | |
| | 7. PRODUCT APPROVALS ARE TO BE REVIEWED BY DESIGNER OF |
| | RECORD, FBC*106.3.3. |
| | |
| | NOT ADDRESSED. |
| | |
| | 8. THE COMPONENT AND CLADDING PRESSURES FOR THE ROOF |
| | ARE TO BE INCLUDED IN THE WIND DESIGN CRITERIA, |
| | FBC1603.1.4. |
| | |
| | NOT ADDRESSED. |
| | |
| | 9. THE PLAN PROPOSES TO LEAVE PORTIONS OF THE ROOF AND |
| | ROOF FRAMING IN PLACE. AS THIS STRUCTURE IS ON THE |
| | DEMOLITION LIST, PLEASE HAVE THE ENGINEER CERTIFY THE |
| | CONDITION OF THE EXISTING ROOF FRAMING, CONNECTIONS, |
| | AND ROOF ASSEMBLY. SEE ALSO FBC EB 507.2.2 AND ADDRESS |
| | ON THE PLAN. |
| | |
| | NOT ADDRESSED. ENGINEER TO PROVIDE A STATEMENT |
| | REGARDING THE EXISTING STRUCTURE TO REMAIN. PLANS STILL |
| | SHOW ONLY PORTIONS TO BE REPLACED. |
| | |
| | 10. PROVIDE A REASONABLE VALUE FOR THIS JOB. THIS IS TO |
| | INCLUDE COST OF ALL MATERIALS AND LABOR. |
| | |
| | NOT ADDRESSED. NEXT REVIEW WILL NOT BE DONE UNLESS |
| | VALUE IS ADJUSTED AND FEES ARE PAID. |
| | |
| | NEW COMMENTS: |
| | |
| | 11. SEE FS553.80, A 4X PLAN REVIEW FEE WILL BE CHARGED |
| | IF COMMENTS NOT ADDRESSED A THIRD TIME. |
| | |
| | 12. TWO COMPLETE COLLATED SETS OF PERMIT DOCUMENTS |
| | REQUIRED FOR PERMIT ISSUANCE. ONLY ONE SET OF TRUSS |
| | ENGINEERING. |
| | |
| | 13. CHANGES TO THE PLAN ARE TO BE INDICATED WITH CLOUDS |
| | AND REVISION NUMBERS. FBC*106. |
| | |
| | |
| | |
