| Date |
Text |
| 2004-01-06 00:00:00 | BUILDING REVIEW CHECKLIST: |
| | 1-SURVEY FOOTPRINT DOESN'T MATCH PLANS. |
| | 2-AFFINITI ARCHITECT TO SIGN, SEAL,DATE |
| | ALL PLANS AS REQUIRED BY CHAPTER 481 |
| | FLORIDA STATUTES WHEN SUBMITTING PLANS |
| | FOR PUBLIC RECORDS. ALSO, SEE REQ'D |
| | INFORMATION TO BE ON TITLE BLOCK. |
| | 3-PERMIT ENGINEERING SERVICES COMPANY |
| | REGISTERED NUMBER DOESN'T MATCH NUMBER |
| | ON FBPE. CLARIFY/REVISE AS REQ'D. |
| | 4-DESIGN CRITERIA: NEED TO ADD 30PSF OR |
| | 10PSF ATTIC LIVE LOAD AS REQUIRED BY |
| | TABLE 1604.1 FBC 2001. |
| | 5-DESIGNER OF RECORD TO SPECIFY ROOF |
| | TILE FASTENING AS REQUIRED BY SECTION |
| | 104.2.1.1 CITY AMENDMENTS TO FBC 2001. |
| | 6-CLARIFY IF FIXED WINDOWS AT DINING, |
| | LIVING ROOM AND ALL TRANSOM WINDOWS |
| | ARE BUTT GLAZING, STRUCTURAL MULLIONS |
| | OR FIXED MUNTINGS. REVISE DWGS TO |
| | SHOW CORRECT INSTALLATION. SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | 7-IMPACT GLAZING AT DEN WINDOW WILL NOT |
| | COMPLY WITH SECTION 1005.4.5. NEED TO |
| | PROVIDE EMERGENCY EGRESS FROM AN AREA |
| | THAT CANN'T BE LOCKED. REVISE STORM |
| | SHUTTERS INSTALLATION SCHEDULE AS WELL |
| | 8-PROVIDE FLORIDA PRODUCT APPROVAL OR |
| | COMPLETE SITE SPECIFIC ENGINEERING W/ |
| | ALL DOCUMENTATION REQUIRED BY THE |
| | STATE (SEE WWW.FLORIDABUILDING.ORG) |
| | FOR ROYAL WALL SYSTEM, SLIDING GLASS |
| | DOORS, SINGLE HUNG WINDOWS,ENTRY DOOR, |
| | GARAGE DOORS, TRUSS ANCHORS,ROOF TILE, |
| | FIXED WINDOWS, WINDOW MULLIONS, GLASS |
| | BLOCK. |
| | 9-PROVIDE FLORIDA PRODUCT APPROVAL OR |
| | SITE SPECIFIC COMPLETE INFORMATION FOR |
| | STORM SHUTTERS. KEY PLAN TO MATCH |
| | PLANS, INSTALLATION SCHEDULE TO MATCH |
| | INFORMATION ON ENGINEERED DWGS. THIS |
| | MODEL HAS WOOD APPLICATIONS ALSO. |
| | 10-PROVIDE COMPLETE GABLE END DETAIL |
| | SHOWING COMPLIANCE WITH SEC. 2117 FBC |
| | WHICH REQUIRES STRUCTURAL CONTINUITY. |
| | 11-CLARIFY WHY ARE THERE TWO DIFFERENT |
| | TRUSS ANCHOR SCHEDULES. SEE SHEET RF-1 |
| | AND SD-2. ALSO, UPDATE TRUSS ANCHOR |
| | SCHEDULE AND ALL DETAILS THAT ARE |
| | AFFECTED BY SEC. 1609.4.3 FBC 2001 |
| | WHICH DOESN'T ALLOW THE STEEL STRESS |
| | TO BE INCREASED. |
| | **NOTE: ONLY USP 2003 AND SIMPSON HIGH |
| | WIND RESISTANT CONSTRUCTION CATALOGUES |
| | WERE REVISED TO SATISFY THIS SECTION. |
| | USE IETHER WHEN SELECTING CONNECTORS. |
| | PROVIDE COMPLETE ENGINEERING ANALYSIS |
| | FOR DIFFERENT VALUES AND FASTENINGS |
| | OTHER THAN THOSE PUBLISHED. |
| | 12-NEED RECORDED NOTICE OF COMMENCEMENT. |
| | 13-OWES $18.20 FOR UPDATED VALUATION. |
| | 14-SHEET #3: A)UPDATE CONNECTORS. HUGHES |
| | IS OUT OF BUSINESS. SEE COMMENTS. |
| | B)REVISE HANDRAIL HEIGHT SHOWN ON BLDG |
| | SECTION 1/3. SEE SEC. 1007.5.1 FBC/01. |
| | C)STUCCO TO BE 7/8" MIN. SEE ASTM C-926. |
| | D)PROVIDE GIRDER/WALL CONNECTION DETAIL |
| | THAT REFLECTS ACTUAL CONDITIONS SHOWN |
| | ON PLANS. SAME APPLIES TO 2 STORY |
| | BEARING WALL. DON'T USE GENERIC DETAIL |
| | 15-SHEET #7: A) CLARIFY/UPDATE INFO. |
| | SEE COMMENTS. |
| | 16-SHEET #1 OF STRUCTURAL DRAWINGS: |
| | A)PROVIDE DETAIL/SPECS FOR CONNECTION |
| | OF ROYAL WALL SYSTEM TO WOOD FRAMING. |
| | IT SAYS CONNECTION BY BUILDER, BUT, |
| | THERE ARE NOT SPECS. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | B)PROVIDE COMPLETE DETAILS/SPECS FOR |
| | FRAMED WALL BY OTHERS. NEED COMPLETE |
| | DETAILS/SPECS, CONNECTIONS, FRAMING |
| | FOR OPENINGS TO RECEIVE STORM SHUTTERS |
| | & SHOW HOW SHEARWALL ARE TRANSFERRED. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ AT 805-6712. |
