| Date |
Text |
| 2004-03-19 00:00:00 | BUILDING REVIEW CHECKLIST: |
| | 1-NEED RECORDED NOTICE OF COMMENCEMENT. |
| | 2-PROVIDE STRUCTURAL BUCK DETAIL FOR |
| | ENTRY DOORS SHOWING SIZE OF BUCK REQ'D |
| | TO CLOSE GAP ACCORDING TO THE OPENING |
| | SIZE SPECIFIED ON PLANS. SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | 3-PROVIDE DETAIL/SPECS FOR CEILING INSTA |
| | LLATION AT ENTRY AND REAR PORCHES. SEE |
| | ASTM C-926 AND ASTM C-1063. SPECIFY |
| | ALL FASTENERS. |
| | 4-ENERGY CALCULATIONS: A)REVISE CARDINAL |
| | ORIENTATION TO MATCH PLANS. |
| | B)REVISE OVERHANG LENGTH AND HEIGHT TO |
| | MATCH PLANS. |
| | 5-PROVIDE FLORIDA OR LOCAL PRODUCT |
| | APPROVAL FOR: A)STRUCTURAL CONNECTORS. |
| | B)FRENCH DOORS WITH TRANSOM ABOVE SINGLE |
| | ASSEMBLY AS SHOWN ON PLANS. |
| | C)IF USING NON IMPACT SINGLE HUNG WINDOW |
| | THEN, PROVIDE DRAWINGS THAT MATCH |
| | NOA SUBMITTED FOR FLORIDA APPROVAL. |
| | 6-CLARIFY IF USING STORM SHUTTERS OR |
| | MISSILE IMPACT GLAZING ON DOORS AND |
| | WINDOWS. PRODUCT APPROVAL PACKAGE |
| | SUBMITTED IF FOR IMPACT AND NON IMPACT |
| | WINDOWS AND DOORS. PROVIDE COMPLETE |
| | PACKAGE FOR EITHER OPTION. |
| | 7-SPECIFY ROOF TILE FASTENERS AS REQ'D |
| | BY SEC. 104.2.1.1 CITY AMENDMENTS TO |
| | FBC 2001 AND SEC. 1606.3 FBC 2001. |
| | 8-PROVIDE UPLIFT CALCS FOR CONCRETE PAD |
| | SIZE SHOWN FOR REAR PORCH. SECTION |
| | 2103.1(7.1) FBC 2001 AND SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | 9-PROVIDE COMPLETE DETAIL FOR ENTRY AND |
| | REAR CONCRETE PAD FOOTING SHOWING HOW |
| | DEEP THE FOOTER NEED TO BE BELOW GRADE |
| | TO HELP SUPPORT FOR UPLIFT. SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | 10-SPECIFY FASTENERS FOR 2X4 BLOCKING AT |
| | ARCHED AND OVAL FRAMING DETAIL. SEC. |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | 11-SPECIFY 7/8" MIN. STUCCO THICKNESS AT |
| | FRAMED WALLS. SEE ASTM C-926. |
| | 12-SPECIFY SAFETY GLASS IN MASTER BATH |
| | WINDOW (IF NOT USING IMPACT GLASS). |
| | SEC. 2405.2 FBC 2001. |
| | 13-CAP ON DETAIL F/6 FOR STEEL COLUMNS |
| | AT ENTRY PORCH DON'T WORK. PROVIDE |
| | DETAIL THAT MATCHES ACTUAL CONDITIONS. |
| | 14-SPECIFY CONNECTORS FOR BEAMS AT ENTRY |
| | PORCH THAT ARE RESTING ON MASONRY WALL |
| | SEE PLANS FOR COMMENTS. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | 15-CLARIFY HOW ARE TRUSSES AT REAR PORCH |
| | SUPPORTED IF THERE IS NOT BEAM FOR |
| | THEM TO REST ON.SEE COMMENTS ON PLANS |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 16-SHEET A3: LIVE LOAD NOTE FOR ATTIC IS |
| | MEASURED ON PSF NOT PSI. REVISE. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ AT 805-6712. |
