| 2008-06-18 16:09:47 | ****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 |
| | |
| | PLAN REVIEW IN PROGRESS |
| | |
| | 1.SHEET A1, IDENTIFY THE PROPOSED SHED ON THE SITE |
| | PLAN.THE SITE PLAN SHOULD IDENTIFY ALL STRUCTURES AND |
| | PROPOSED STRUCTURES ("PROPOSED SHED" RATHER THAN "THIS |
| | PROJECT"). |
| | |
| | 2.SHEET S1, CLARIFY WINDOW / DOOR INSTALLATION |
| | CHARTS.PROVIDE CALCULATIONS; NOT CLEAR HOW YOU'VE |
| | ARRIVED AT THESE FASTENING PATTERNS.DOOR AND WINDOW |
| | FASTENING SHOULD BE INCLUDED IN THE PRODUCT APPROVAL |
| | AND SHOULD BE BASED ON TESTING.PROVIDE A BUCK DETAIL. |
| | BUCK ATTACHMENT IS SPECIFIED BUT IS THIS A 1IN OR 2IN |
| | BUCK? |
| | |
| | 3.S1, PLAN STATES TO GROUT CELLS, SPECIFY CONCRETE |
| | STRENGTH. |
| | |
| | 4.SEE DETAIL 7 A3; THIS DETAIL SPECIFIES INSULATION |
| | BASED ON ENERGY CALCS.NO ENERGY CALCS SUBMITTED. |
| | |
| | 5.A2 STATES THAT SHOPS ARE TO BE PROVIDED TO OWNER / |
| | ARCHITECT.WHO IS THE ARCHITECT ON THIS PROJECT? |
| | |
| | 6.S1 STATES THAT OWNER IS RESPONSIBLE TO "MAKE |
| | PROVISIONS" IF SOIL BEARING PRESSURE IS LESS THAN 2500. |
| | HOW WILL THIS BE ACCOMPLISHED?IF THIS IS AN AREA OF |
| | QUESTIONABLE SOILS, PROVIDE A SOILS INVESTIGATION |
| | REPORT. FBC1802. |
| | |
| | 7.DETAIL 6-S1 SPECIFIES A RAKE BEAM.CLARIFY |
| | LOCATION. |
| | |
| | 8.DETAIL 2 S1, ROOF FRAMING PLAN, PROVIDE MORE |
| | SPECIFIC DETAIL, SUCH AS MATERIAL USED.I DO NOT |
| | UNDERSTAND THE PLAN - IT STATES: |
| | |
| | 4" DECK WITH 1 #5 EVERY 12" EACH WAY TOP |
| | |
| | THIS APPEARS TO BE A CONCRETE DECK, AND IN ANOTHER |
| | DETAIL SHOWN GRAPHICALLY AS A STEEL DECK POURED WITH |
| | CONCRETE, BUT IN ANOTHER DETAIL AN EMBEDDED WOOD TRUSS |
| | ANCHOR IS SHOWN.SEE FBC*106, PLANS ARE TO BE OF |
| | SUFFICIENT CLARITY AND DETAIL TO INDICATE THE LOCATION, |
| | NATURE AND EXTENT OF WORK PROPOSED AND SHOW IN DETAIL |
| | THAT IT WILL CONFORM TO THE PROVISIONS OF THIS CODE, |
| | ETC. |
| | |
| | 9.DETAIL 5 S1, SPECIFY NUMBER OF #5 BARS.THERE ARE |
| | TWO OPTIONS, BUT NOT CLEAR WHAT DIMENSION THE OPTION |
| | REFERS TO (DEPTH, WIDTH. LENGTH?). |
| | |
| | 10.DETAIL 1 A2 INCLUDES SECTION MARKER 1-A4, UNABLE TO |
| | LOCATE SHEET A4. |
| | |
| | 11.DETAIL 7 A3 SPECIFIES FIRE RETARDANT TREATED LUMBER. |
| | PLEASE CLARIFY WHY THIS IS BEING REQUIRED FOR WHAT |
| | APPEARS TO BE AN R3 SHED. |
| | |
| | 12.PROVIDE A CODE SUMMARY; DECLARE OCCUPANCY FBC |
| | CHAPTER 3.THE PLANS APPEAR TO SHOW A CONCRETE ROOF, |
| | FIRE RETARDANT TREATED LUMBER, THEREFORE APPEARS TO BE |
| | A COMMERCIAL APPLICATION. |
| | |
| | 13. DECLARE WIND DESIGN CRITERIA FBC R 301 (WIND SPEED, |
| | EXPOSURE CLASSIFICATION, COMPONENT AND CLADDING |
| | PRESSURES). |
| | |
| | 14.DECLARE GOVERNING CODE, INCLUDING 2007 |
| | REVISIONS/SUPPLEMENTS. |
| | |
| | 15.SHEET S1 NOTE 3, CLARIFY.NO "C1" IS SHOWN ON THE |
| | PLAN, ARE COLUMNS NECESSARY ON A STRUCTURE OF THIS |
| | SIZE? |
| | |
| | 16.DETAIL 6-S1 SPECIFIES SIMPSON LPTA1.FLORIDA |
| | STATE OR LOCAL PRODUCT APPROVAL REQUIRED.I WAS UNABLE |
| | TO LOCATE THIS ANCHOR ON THE SIMPSON WEBSITE; USP MAKES |
| | AN LPTA (BUT NOT LPTA1).THE USP PRODUCT IS AN |
| | EMBEDDED WOOD TRUSS ANCHOR.OTHER DETAILS SHOW A |
| | CONCRETE ROOF DECK. |
| | |
| | 17.SHEET S1, NOTE 4, REFERSZ TO TRUSSES BUT TRUSSES |
| | ARE NOT SPECIFIED IN ANY OF THE DETAILS ON THE PLAN. |
| | |
| | 18.DETAILS 5 AND 6, SHEET S1, WALL SECTION SHOULD BE |
| | CONTINUOUS FROM FOOTING THROUGH THE ROOF. |
| | |
| | 19.SHEET A2, DOOR SCHEDULE DOES NOT MAKE SENSE.FOR |
| | INSTANCE, NOTES COLUMN STATES 6'8", TYPE IS I.WHAT IS |
| | I? |
| | |
| | 20.DETAIL 7-A3, THE ROOF DECK IS SHOWN AS CONCRETE; |
| | "CONCRETE SLAB/TIE BM SYSTEM".THIS WOULD REQUIRE |
| | ENGINEERING. |
| | |
| | 21.BUILDING SECTION 5-A3, APPEARS TO SHOW A DRYWALL |
| | CEILING.PROVIDE A WALL SECTION, FOUNDATION THROUGH |
| | THE ROOF, AND INCLUDE ALL COMPONENTS.THE VARIOUS |
| | DETAILS PROVIDED ARE INCOMPLETE.A CEILING IS NOT |
| | SHOWN ANYWHERE ELSE ON THE PLAN.THIS SECTION ALSO |
| | APPEARS TO SHOW A METAL/CONCRETE DECK.SEE OTHER |
| | COMMENTS; ROOF DECK CONSTRUCTION IS NOT CLEAR. |
| | |
| | 22.DECLARE ROOF LOADS, FBC*106. |
| | |
| | 23.A SET HAS BEEN RETAINED.WHEN RESUBMITTING, |
| | PLEASE SUBMIT TWO COMPLETE SETS OF PLANS. |
| | |
| | 24.A ROOF PERMIT HAS BEEN APPLIED FOR (OWNER/BUILDER |
| | SIGNED ROOFING CONTRACTOR LINE AND A PERMIT NUMBER HAS |
| | BEEN GENERATED).ALL INFORMATION REQURIED FOR ROOFING |
| | IS REQUIRED AT THIS TIME.INCLUDE PRODUCT APPROVAL, |
| | INDICATE APPROVED ASSEMBLY, SPECIFY ENHANCED FASTENING |
| | IF APPLICABLE FOR ZONES 2 AND 3.THIS CAN BE SUBMITTED |
| | UNDER SEPARATE PERMIT WITH SEPARATE FEES, AND THE ROOF |
| | PERMIT WILL BE VOIDED.IF THE ROOF PERMIT IS ISSUED AT |
| | THIS TIME, ALL INFORMATION REQUIRED TO SHOW CODE |
| | COMPLIANCE IS REQUIRED. |
| | |
| | 23. SEE FBC R 704, STUCCO IS SHOWN TO GRADE.HOW WILL |
| | YOU ADDRESS TERMITE INFESTATION? |
| | |
| | |
