| Date |
Text |
| 2005-01-26 00:00:00 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | [email protected] |
| | |
| | COMMENTS APPLY TO 04060867, 04060868 |
| | 04060856, 04060855, 04060842, 04060786, |
| | 04060869, 04060871, 04060873 |
| | |
| | COMMENTS 1, 2, 4,5,7 AND 12 APPLY TO |
| | 04060880, 04060882 |
| | |
| | COMMENTS 1, 2, 4, 5, 6 AND 12 APPLY TO |
| | 04060876, 04060877 |
| | |
| | 1.)SUBCONTRACTORS HAVE SIGNED ONTO |
| | THE |
| | PERMIT SUBSEQUENT TO PERMIT INTAKE. |
| | PLEASE COORDINATE ASSIGNING OF THE |
| | SUBCONTRACTORS AND SUB PERMIT |
| | NUMBERS WITH DEAN RUNNELS, 805-6681 TO |
| | AVOID DELAYS AT TIME OF ISSUANCE.NOTE |
| | THAT AT THIS TIME THE ROOF PERMIT |
| | CANNOT BE ISSUED BECAUSE THE PRODUCT |
| | APPROVALS SUBMITTED ARE NOT COMPLIANT |
| | WITH THE PLAN (LIMITATION OF 33'. |
| | |
| | 2.)THE FOOTINGS AND PORCH CANNOT |
| | ENCROACH THE PROPERTY LINE. |
| | |
| | 3.)THE EXISTING RETAINING WALL CANNOT |
| | BE USED AS THE EXTERIOR BEARING WALL AS |
| | PER BUILDING OFFICIAL. |
| | |
| | 4.)2-A6, THE STAIR RAIL SERVES AS A |
| | GUARDRAIL AND IS REQUIRED TO BE A |
| | MINIMUM OF 36" FBC1015. |
| | |
| | 5.)B-A7 HAS BEEN REPLACED BY AN 8 1/2 |
| | X 14 DETAIL; PLEASE CROSS OFF THE |
| | NONCOMPLIANT DETAIL WHICH IS STILL ON |
| | THE PLAN. |
| | |
| | 6.)REGARDING THE ENGINEER'S LETTER |
| | FOR |
| | THE ROOF SHINGLES, PURSUANT TO FAC9B-72 |
| | A FLORIDA STATE OR LOCAL PRODUCT |
| | APPROVAL IS REQUIRED.SUBMIT AN |
| | APPLICATION AS REQUESTED WITH |
| | APPROPRIATE ENGINEERING.SUBJECT TO |
| | APPROVAL BY ASSISTANT BUILDING |
| | OFFICIAL.THE LETTER PREPARED BY DAVID |
| | SHUMATE, PE DATED 12/16/04 STATING THE |
| | DESIGN PRESSURE OF THE SHINGLES AND THE |
| | DP OF THE JOB DOES NOT PROVIDE ENOUGH |
| | DATA FOR ISSUANCE OF LOCAL PRODUCT |
| | APPROVAL (CONFIRMED WITH BUILDING |
| | OFFICIAL).ALSO NOTE THAT THE LETTER |
| | REFERS TO A MEAN ROOF HEIGHT OF 34', |
| | BUT |
| | BUILDING 8 HAS A MEAN ROOF HEIGHT OF |
| | 34'4"+. |
| | |
| | LOCAL PRODUCT APPROVAL CAN BE REVIEWED |
| | AND ISSUED SEPARATELY FROM THE |
| | RESUBMITTAL PROCESS. |
| | |
| | 7.)3-A4 (NEW DETAIL )REFERS TO |
| | UBC1988 |
| | WHICH IS NOT THE APPLICABLE BUILDING |
| | CODE.PROVIDE EITHER AN APPROVED |
| | ASSEMBLY LISTING OR CALCULATED FIRE |
| | RESISTANCE, FBC CHAPTER 7. |
| | |
| | 8.)THE REVISION TO PERMIT #01091727 |
| | (THE EXISTING RETAINING WALL) CONTAINS |
| | A LETTER FROM JENKINS & CHARLAND DATED |
| | 10/9/01 IN REGARDS TO THE REDESIGN OF |
| | THE RETAINING WALL TO BE USED ALSO AS |
| | THE EXTERIOR BEARING WALL OF THE |
| | TOWNHOUSES.PROVIDE THE ORIGINAL |
| | SEALED |
| | CALCULATIONS REFERRED TO IN THAT |
| | LETTER. |
| | ALL DELEGATED ENGINEERING IS TO BE |
| | REVIEWED BY EOR. |
| | |
| | 9.)WEEPHOLES WERE PLACED IN THE |
| | EXISTING WALL AVOIDING THE TOWNHOUSE |
| | LOCATIONS, BUT THE TOWNHOUSES WERE |
| | REPLATTED, CHANGING THE TOWNHOUSE |
| | LOCATIONS.ADDRESS. SEE RFI WALL 0060 |
| | 11/9/01, RFI WALL-0001 7/27/2001 IN THE |
| | REVISION. |
| | |
| | 10.) INCORPORATE THE ACTUAL EXISTING |
| | WALL CONSTRUCTION DETAIL INTO THE PLAN. |
| | THERE IS A REFERENCE TO THE FOUNDATION |
| | PLAN 1-A%, WHICH REFERS TO SECTIONS 1 |
| | AND 2 S2.4, WHICH STATE "EXISTING - SEE |
| | PLAN." |
| | |
| | 11.)THE EXISTING WALL CONSTRUCTION |
| | PLANS SHOW ELEVATION CHANGES.IT |
| | APPEARS THAT THERE MAY BE ELEVATION |
| | CHANGES IN THE MIDDLE OF THE PROPOSED |
| | TOWNHOUSE WALLS.HOW DO THE CONTROL |
| | JOINTS AND ELEVATION CHANGES OF THE |
| | WALL AFFECT THE TOWNHOUSE STRUCTURE? |
| | |
| | 12.)A LETTER WAS SUBMITTED IN |
| | RESPONSE |
| | TO A PREVIOUS COMMENT IN REGARDS TO |
| | SHOWING THE ABILITY OF THE HOLLOW CORE |
| | TO CARRY THE LINE LOAD OF THE BLOCK |
| | WALLS.PLEASE HAVE THE RESPONSE LETTER |
| | DATED 12/20/04 PREPARED BY BRADLEY |
| | CASH, PE (PCSI) SUBMITTED IN ORIGINAL |
| | FORM, SIGNED AND SEALED FAC61G15-23.002 |
| | INCLUDING PRINTED LICENSE NUMBER.ALSO |
| | PLEASE ADDRESS THE WEIGHT OF BEAMS, ETC. |
| | IN THE CALCS AS DISCUSSED WITH BRADLEY |
| | CASH, PE OF PCSI. |
| | |
