| Date |
Text |
| 2008-05-30 09:33:25 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | 561-805-6724 [email protected] |
| | |
| | FBCFLORIDA BUILDING CODE 2004 |
| | FBC EBFLORIDA BUILDING CODE 2004 EXISTING BUILDING |
| | CODE |
| | FBC RFLORIDA BUILDING CODE 2004 RESIDENTIAL FBC* |
| | CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004 |
| | |
| | FAC FLORIDA ADMINISTRATIVE CODE |
| | FSFLORIDA STATUTE |
| | |
| | 1.PLEASE NOTE THAT NOT ENOUGH STRUCTURAL INFORMATION |
| | WAS PROVIDED TO COMPLETE A THOROUGH REVIEW. |
| | |
| | 2.PROVIDE A CLEAN SITE PLAN, WITHOUT THE CITY STAMPS, |
| | SHOWING THE PROPOSED IMPROVEMENT IN RELATION TO THE |
| | PROPERTY LINE AND THE EXISTING STRUCTURE.ALL |
| | DIMENSIONS SHOULD BE SHOWN.FBC*106.3.5.4(1). |
| | |
| | 3. PROVIDE A REASONABLE VALUE FOR THIS JOB. |
| | |
| | 4. ARCHITECTURAL QUALITY PLANS ARE REQUIRED, |
| | FBC*106.1.1. |
| | |
| | 5.DECLARE GOVERNING CODE, INCLUDING 2007 |
| | REVISIONS/SUPPLEMENTS. |
| | |
| | 6.SHOW COMPLIANCE WITH FBC*109.3.4, TERMITE |
| | PROTECTION. |
| | |
| | 7.SEE FBC106.3.5.4(6), STRUCTURAL REQUIREMENTS, |
| | INCLUDING WALL SECTION FROM FOUNDATION THROUGH ROOF, |
| | INCLUDING ASSEMBLY AND MATERIALS CONNECTOR TABLES WIND |
| | REQUIREMENTS STRUCTURAL CALCULATIONS (IF REQUIRED). |
| | |
| | AS NOTED, CALCULATIONS MAY BE REQUIRED.NONE REQUIRED |
| | AT THIS TIME. |
| | |
| | 8.DECLARE WIND DESIGN CRITERIA, FBC R301.THIS |
| | SHOULD INCLUDE WIND SPEED AND EXPOSURE CLASSIFICATION, |
| | IMPORTANCE FACTOR. |
| | |
| | 9.DECLARE DESIGN CRITERIA, FBC R301.1.THIS SHOULD |
| | INCLUDE DEAD LOADS AND LIVE LOADS. |
| | |
| | 10.THE SITE PLAN SHOWS A WOOD DECK ADJACENT TO THE |
| | EXISTING HOUSE.DOES THE EXISTING STRUCTURE SUPPORT |
| | ONE SIDE OF THE PROPOSED DECK AND TRELLIS?IF THIS IS |
| | THE CASE, ADDRESS THE EFFECT ON THE EXISTING STRUCTURE. |
| | PROVIDE A STRUCTURAL DETAIL FOR CONNECTION. |
| | |
| | 11.TO ASSIST IN PLAN REVIEW, EACH PLAN SHEET SHOULD |
| | BE IDENTIFIED.OTHERWISE, I HAVE NO WAY TO PROPERLY |
| | CONVEY CODE COMMENTS AS RELATED SPECIFICALLY TO YOUR |
| | PLAN.I HAVE NUMBERED THE SHEETS 1 THROUGH 3, SEE |
| | ATTACHED. |
| | |
| | 12.INFORMATIONAL; TWO COMPLETE, IDENTICAL COLLATED |
| | SETS OF PLANS REQUIRED FOR PERMIT ISSUANCE. |
| | |
| | 13.THE NAME AND SIGNATURE OF THE PERSON RESPONSIBLE |
| | FOR THE DESIGN IS TO BE ON THE PLAN, FBC106. |
| | |
| | 14.SHOW GRADE IN RELATION TO THE FINISHED FLOOR, FBC |
| | R312.SHEET 2 STATES THAT THIS WILL BE 36IN, BUT THIS |
| | INFORMATION SHOULD BE INCORPORATED INTO THE PLAN. |
| | |
| | 15.SPECIFY STRENGTH DESIGN CRITERIA FOR THE |
| | GUARDRAILS, FBC R312.PROVIDE A COMPLETE STRUCTURAL |
| | DETAIL; NOTE THAT THE DETAIL ON SHEET 3 DOES NOT |
| | INCLUDE MATERIAL OR HEIGHT OR METHOD OF ATTACHMENT. |
| | CALCULATIONS MAY BE REQUIRED. |
| | |
| | 16. FBC R305, SPECIFY CEILING HEIGHT; STATE CLEARANCE |
| | BETWEEN THE TOP OF FINISHED FLOOR TO THE BOTTOM OF THE |
| | BEAM. |
| | |
| | 17. SHEET 1 STATES THAT FOOTING POSTS ARE 4IN IN |
| | CONCRETE.DO YOU MEAN 4 FEET? THIS INFORMATION SHOULD |
| | BE INCLUDED DRAWN, TO SCALE, AS A PART OF THE WALL |
| | SECTION. |
| | |
| | 18.THE PLAN WAS SUBMITTED AS A PERSPECTIVE, BUT |
| | SHOULD BE SUBMITTED AS PLAN AND ELEVATIONS. PERSPECTIVE |
| | IS OPTIONAL BUT CANNOT REPLACE PLAN AND ELEVATION |
| | VIEWS. |
| | |
| | 19. SPECIFY TYPE OF MATERIAL.DIMENSIONS WERE PROVIDED |
| | BUT NO REFERENCE TO MATERIAL SUCH AS LUMBER SPECIES OR |
| | PT, OR SYNTHETIC.SPANS ALLOWED CANNOT BE DETERMINED |
| | WITHOUT THIS INFORMATION, FBC R TABLE 502.2.2(1), FBC |
| | R802. |
| | |
| | 20.PROVIDE A STRUCTURAL DETAIL FOR THE STAIRS WITH |
| | ALL DIMENSIONS.NO INFORMATION WAS PROVIDED OTHER THAN |
| | A LINE DRAWING PERSPECTIVE. |
| | |
| | 21.IT APPEARS THAT A HANDRAIL/GUARDRAIL MAY BE |
| | REQUIRED AT THE STAIR.IF THIS IS REQUIRED, PLEASE |
| | PROVIDE A STRUCTURAL DETAIL.FBC R 311.5.6, 312. |
| | |
| | 22.SHEET 1 SPECIFIES LAG BOLTS; NO SIZE (DIAMETER) OR |
| | LENGTH SPECIFIED.SUBSTRATE INFORMATION NOT PROVIDED. |
| | |
| | 23.SHEET 1 STATES 'STRAPS PER CODE".ALL STRUCTURAL |
| | INFORMATION MUST BE PROVIDED IN THE PLAN."TO CODE" |
| | CANNOT BE USED AS A SPECIFICATION. |
| | |
