| Date |
Text |
| 2002-09-04 00:00:00 | SECOND CHECKLIST: |
| | 1-NEED RECORDED NOTICE OF COMMENCEMENT. |
| | 2-REVISE ENTRY DOORS SIZE TO PROVIDE THE |
| | 32" MIN. CLEAR OPENING REQUIRED BY |
| | TABLE 1004 FBC 2001. |
| | 3-WINDOW @ ENTRY PORCH EXCEEDS MAX. % OF |
| | OPENINGS ALLOWED BY TABLE 600 FBC 2001 |
| | **NOTE: NOTE #37 ON FLOOR PLAN WAS NOT |
| | CHANGED. |
| | 4-SPECIFY FIREBLOCKING MATERAILS AND |
| | LOCATION AT STAIRS. INCLUDING AT TOP |
| | OF STAIRS. SEC. 2305.1.4 FBC 2001. |
| | **NOTE: ALSO, PROVIDE GENERAL SPECS FOR |
| | REQUIRED FIREBLOCKING AT ALL CONCEALED |
| | SPACES AS REQ'D BY SEC. 2305.1.4 FBC. |
| | 5-PROVIDE DRAFSTOPPING AT AREAS NOT TO |
| | EXCEED 500 S.F. SEC. 2305.2.2 FBC 2001 |
| | 6-SPECIFY FIRECUT REQUIREMENTS ON THE |
| | STRUCTURAL WALL SECTIONS. SEC. 2305.4 |
| | 7-PROVIDE COMPLETE/CORRECT INFORMATION |
| | FOR STORM SHUTTERS OR APPLY FOR A SE- |
| | PARATE PERMIT AS REQUIRED BY CITY |
| | IMPLEMENTATION STANDARD FOR HURRICANE |
| | MISSILE IMPACT PROTECTION. |
| | **NOTE: NEED SIGNED AND SEALED DWGS AS |
| | REQUIRED BY THE ENGINEER. ALSO NEED |
| | ADDITIONAL ENGINEERING FOR SPECIFIC |
| | MOUNTING INSTALLATION. SEE LIMITATIONS |
| | ON PRODUCT APPROVAL SHEET 4 OF 4. |
| | 8-REVISE STAIR KEY NOTE #1. HEIGHT OF |
| | STAIR HANDRAIL TO BE BET. 34" AND 38" |
| | MAX. SEE SEC. 1007.5.1 FBC 2001. |
| | 9-SECOND FLOOR FRAMING PLAN: PROVIDE |
| | DETAIL SHOW'G HOW USP HL210 PURLING |
| | HANGER APPLIED TO HOLD GIRDER TRUSSES. |
| | **IMPORTANT. SEE USP CATALOGUE FOR USE |
| | AND CORRECT LOADS. |
| | 10-SECTION 4/S3 IS CALLED 5/S3 ON ROOF |
| | PLAN. REVISE AS REQUIRED. |
| | 11-REVISE TRUSS CONNECTOR SCHEDULE. SEE |
| | USP CATALOGUE. |
| | **NOTE A) PROVIDE ENGINEERING CALCS FOR |
| | LOADS DIFFERENT THAN THOSE ON USP. |
| | **NOTE B) TAKE INTO CONSIDERATION THAT |
| | 10D NAILS NEED 1 3/4" MIN. PENETRATION |
| | TO GET FULL VALUE. |
| | **NOTE C) MAKE SURE THAT IF CHANGING THE |
| | NAIL TYPE,THEN VALUES SHALL BE CHANGED |
| | ACCORDINGLY. |
| | 12-SOME CONNECTORS ARE MISSING ON ROOF |
| | FRAMING PLAN. EG: SPECIFY CONNECTOR |
| | FOR A CALCULATED UPLIFT OF 2537#. |
| | 13-CONNECTOR TC-5 DOESN'T RESIST THE |
| | LOADS CALCULATED ON ROOF FRAMING PLAN |
| | FOR GIRDER TRUSS AT RIGHT HAND SIDE. |
| | 14-ROOF SHEATHING & NAILING NOTE ON DWG |
| | S3, SECTION 4/S3 & DIAPHRAGM SCHEDULE |
| | HAVE DIFFERENT SPECS. REVISE AS REQ'D. |
| | **NOTE: KEEP IN MIND THAT FOR MEAN ROOF |
| | HEIGHT BET. 25' & 35' NEED TO USE 8D |
| | RING SHANK MIN. AS REQUIRED BY TABLE |
| | 2306.1 CITY AMENDMENTS TO FBC 2001. |
| | 15-SHOW NAILING ZONES IN ROOF FRAMING |
| | PLAN. SEE TABLE 2306.1 CITY AMENDMENTS |
| | 16-DESIGN PRESSURES FOR ENTRY DOORS ARE |
| | SHOWN DIFFERENT ON THE FLOOR PLAN AND |
| | THE EXTERIOR ELEVATION. REVISE S REQ'D |
| | 17-SEE GARAGE DOOR PRODUCT APPROVAL FOR |
| | STRUCTURAL BUCK REQUIREMENTS & REVISE |
| | DETAIL AS REQUIRED. |
| | **NOTE A)KEEP IN MIND THAT STRUCTURE IS |
| | NOT POURED CONCRETE BUT CONCRETE BLOCK |
| | **NOTE B)DON'T FORGET TO SPECIFY WASHER |
| | SIZE. SEC. 104.2.1.2 CITY AMENDMENTS. |
| | 18-PROVIDE STRUCTURAL BUCK DETAIL FOR |
| | ATTACHMENT OF DOUBLE 2X BUCK FOR ENTRY |
| | DOORS WHEN MASONRY OPENING IS REVISED |
| | TO RECEIVE (2)3'-0" WIDE DOORS. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 19-SHEET A2: UPDATE NOTE #6. REFERENCE |
| | FLORIDA PLUMBING CODE 2001, NOT SBC/94 |
