| Date |
Text |
| 2002-09-05 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02080923 |
| | ADD:****LIBERTY BAY**** |
| | *****MODEL "C"**** |
| | CONT: HOME DYNAMICS CONSTRUCTION |
| | TEL: (954)275-8569 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) SHEET A-1 NOTE: MONOLITHIC CONCRETE |
| | FOUNDATION WITHOUT HOOK BARS DESIGNED |
| | BY RATIONAL ANYLYSIS PER ACI318-89. |
| | THE PLAN DOES NOT INDICATE WHAT DEPTH |
| | THE BARS ARE TO BE EMBEDDED? ALSO ARE |
| | THE REBARS TO BE EPOXIED INTO THE SLAB? |
| | IF SO WHAT LENGHT? |
| | ACI 530 8.5.2 EMBEDDMENT LENGHT MIN 12". |
| | DETAIL 2/1 INDICATES WALL SEC THROUGH |
| | THE GARAGE, SINCE NO HOOK ON VERTICAL |
| | RODS, WILL THESE REBAR BE EMBEDDED AN |
| | |
| | |
| | 2) 2105.1 SHEAR WALLS. WHERE THE STRUC- |
| | TURE DEPENDS ON MASONARY WALLS FOR LATER |
| | AL STABILITY, SHEAR WALLS SHALL BE PRO- |
| | VIDED PARELLEL TO THE DIRECTION OF THE |
| | LATERAL FORCES RESISTED. SHOW HOW THE |
| | 2ND STORY FRAME STRUCTURE WILL BE TRANS- |
| | FERED TO THE FRONT OF THE BUILDING, WIND |
| | FROM THE SIDE PUSHING ONTO THE FRONT |
| | PORCH AREA, NO SHEAR WALL SEGMENTS, NO |
| | BLOCK WALLS ONLY MASONARY COLUMNS? |
| | |
| | 3) NO FLOOR DIAPHRAM INDICATED,2310.3.1 |
| | NOR IS THERE IN FORMATION ON 2ND STORY |
| | WOOD FRAME WALLS, HOW CONTINUOUS LOAD WI |
| | LL BE TRANSFERRED FROM THE ROOF THROUGH |
| | THE FRAME WALLS (TABLE 2310.2B) SHOW |
| | RATIONAL ANALYSIS, CALCULATIONS. |
| | |
| | 4) SHEET A-3 BUILDING DATA, PLANS INDI- |
| | CATE THAT THEY ARE DESIGNED TO 130 MPH, |
| | REDESIGN FOR 140 MPH WIND ZONE. PROVIDE |
| | ADDITIONAL INFO FOR REDESIGN. |
| | |
| | 5) SHEET A-3 MEAN ROOF HEIGHT < 25' |
| | ROOF SHEATHING NAILING REQUIREMENTS |
| | ZONES 1 & 28D COMMONS, |
| | 6" O.C. EDGES & 6" O.C. INTERMEDIATES |
| | ZONE 38D COMMONS |
| | 4" O.C. EDGES & 6" O.C. INTERMEDIATES |
| | |
| | 6) IDENTIFY NAILING REQUIREMENTS FOR |
| | 2ND STORY FRAME WALL SHEATHING, SEE |
| | TABLE 2310.2A. |
| | |
| | 7) PROVIDE STORM PANEL INFORMATION WITH |
| | INSTALLATION SCHEDULE AND KEY PLAN WITH |
| | SPECIFIC ANCHORS AND MOUNTING TO BE USED |
| | FOR ALL NON-IMPACT GLAZING. |
| | FBC 1606.1.4. **MISSING KEY PLAN** |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. A TRANSMITTAL LETTER LISTING THE |
| | ORIGINAL REVIEW COMMENT NUMBER, WITH A |
| | DESCRIPTION OF THE REVISION MADE, IDEN- |
| | TIFYING THE SHEET OR SPECIFICATION PAGE |
| | WHERE THE CHANGES CAN BE FOUND, WILL |
| | HELP TO EXPEDITE YOUR PERMIT. THANK YOU |
| | FOR YOUR ANTICIPATED COOPERATION. |
| | JIM WITMER |
| | PLAN REVIEW |
| | TEL: (561)659-8096 EX.8412 |
| | FAX: (561)659-8026 |
