| Date |
Text |
| 2005-05-09 00:00:00 | BUILDING REVIEW CHECKLIST: |
| | 1- NEED RECORDED NOTICE OF COMMENCEMENT. |
| | |
| | 2- SOIL TEST REPORT RECOMMENDS 18" MIN. |
| | WIDTH FOR FOOTING. FOUNDATION PLAN CALLS |
| | FOR 16" WIDTH. REVISE AS REQUIRED. |
| | |
| | 3- PROVIDE DETAIL/SPECS FOR CEILING |
| | INSTALLATION AT ENTRY AND REAR PORCHES. |
| | SPECIFY FASTENERS TYPE AND SPACING. SEE |
| | ASTM C-926 AND ASTM C-1063. |
| | SEC. 2504.2 FBC 2001. |
| | NOTE: ALSO, REVISE NAILING SCHEDULE NOTE |
| | FOR WIRE LATH ON SHEET D-1. HOW CAN YOU |
| | ACHIEVE 1 3/4" MIN. PENETRATION IF NAIL |
| | SIZE IS 1 1/4". SEE ASTM C-1063. |
| | |
| | 4- SHEET A-1: A) REVISE FOOTING |
| | SPECIFIED FOR CONCRETE PAD AT COVERED |
| | PATIO. SEE PLANS FOR COMMENTS. |
| | |
| | B) SPECIFY FOOTING FOR ENTRY COLUMNS. |
| | SEC. 104.2.1.2 CITY AMENDMETNS TO FBC |
| | |
| | 5- SHEET A-2.0:A) CLARIFY HOW CAN YOU |
| | HAVE 12'-0" CEILING AT LIVING ROOM |
| | FAMILY ROOM IF EXTERIOR ELEVATION SHOWS |
| | TOP OF BEAM AT 13'-0". IS THERE A DROP |
| | IN THE ROOF TRUSSES?. BLDG SECTION |
| | DOESN'T SHOW THAT. PROVIDE BLDG SECTION. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | |
| | B) SPECIFY GLASS BLOCK TO BE 1 HOUR FIRE |
| | RATED ASSEMBLY AT ZERO LOT LINE WALL. |
| | AS REQ'D BY TABLE 600 FBC 2001. |
| | |
| | 6- FLOOR PLAN AND REAR ELEVATIONS DON'T |
| | MATCH. SEE MASTER BEDROOM WINDOWS AND |
| | DOORS SPECIFIED AND REVISE TO MATCH. |
| | |
| | 7- SHEET A-5.0:A) NAILING SCHEDULE |
| | DIAPHRAGM IS MISSING ROOF ZONE #3. SEE |
| | FIGURE 1606.2(C) FBC 2001 AND REVISE. |
| | |
| | B) CLARIFY WHERE ARE THE SHEAR VALUES |
| | FOR NAILS AND TAPCONS TAKEN FROM? SEC. |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | |
| | C) TYPE OF BEAM SHOWN ON ROOF FRAMING |
| | PLAN AND EXTERIOR ELEVATIONS SHEET A-4.0 |
| | DON'T MATCH. SEE DETAILS 6 AND 7 ON |
| | SHEET A-4.0 AND ROOF FRAMING PLAN. |
| | REVISE AS REQUIRED. |
| | |
| | D) TRUSS DESIGN CRITERIA CHART AND NOTE |
| | ON BOTTOM OF PAGE DON'T MATCH. SEE PLANS |
| | FOR COMMENTS. |
| | |
| | E) HGUS28-2 CONNECTOR SPECIFIED ON |
| | DETAIL #2 IS A WOOD TO WOOD CONNECTOR. |
| | NEED TO SPECIFY MASONRY CONNECTOR. SEE |
| | CATALOGUE AND REVISE AS REQUIRED. |
| | |
| | F) UPDATE/REVISE TRUSS ANCHOR SCHEDULE. |
| | SEE LATEST CATALOGUE THAT WAS REVISED TO |
| | COMPLY WITH SEC. 1609.4.3 FBC 2001. |
| | PROVIDE COMPLETE ENGINEERING CALCS FOR |
| | CONNECTORS WITH FASTENER TYPE AND |
| | NUMBER THAT DIFFERFROM THOSE TESTED |
| | AND PUBLISHED. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | |
| | G) REVISE CONNECTORS SPECIFIED AT ENTRY |
| | PORCH BEAM. NEED MASONRY CONNECTOR. SEE |
| | DETAIL 6/D-1. AND REVISE TO MATCH. SEC. |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | |
| | 8- SHEET D-1:A) DETAIL #3 IS |
| | INCOMPLETE. MISSING HALF OF THE INFO. |
| | |
| | B) DETAILS 3,4,5 AND 6. REVISE |
| | CONNECTORSHTS-20, CS16X16" SPECIFIED. |
| | NEED MASONRY CONNECTORS. SEE CATALOGUE. |
| | |
| | 9- CLARIFY IF USING IMPACT GLAZING IN |
| | DOORS/WINDOWS OR STORM SHUTTERS. PROVIDE |
| | COMPLETE INFO. FOR EITHER METHOD. |
| | |
| | 10- PROVIDE FLORIDA OR LOCAL PRODUCT |
| | APPROVAL FOR: A) ENTRY DOORS. DRAWINGS |
| | SUBMITTED ARE FOR 6'-8" DOORS. |
| | |
| | B) ALL TRUSS ANCHORS SPECIFIED ON PLANS. |
| | AFTER CONNECTORS ARE REVISED. |
| | |
| | C) SLIDING GLASS DOORS WITH DRAWINGS |
| | THAT MATCH DADE COUNTY NOA. ALSO, NEED |
| | 9'-0" WIDE SLIDING GLASS DOORS. |
| | |
| | D) FIXED LARGE WINDOWS AS SHOWN ON |
| | BREAKFAST AREA AND LIVING ROOM AREA. |
| | PRODUCT APPROVAL SUBMITTED DOESN'T COVER |
| | THESE WINDOW SIZES. |
| | |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ AT (561)805-6712. |
