| Date |
Text |
| 2004-06-17 00:00:00 | BUILDING REVIEW CHECKLIST: |
| | 1-PROVIDE NOTICE OF COMMENCEMENT. |
| | 2-ENGINEER TO HAVE HIS TITLE BLOCK WITH |
| | ALL HIS INFO. IN ALL DWGS AS REQ'D BY |
| | CHAPTER 471 FL. ST. INCLUDING FIRM |
| | REGISTRATION NAME AND NUMBER. |
| | 3-AS PER BUILDING OFFICIAL ZERO LOT LINE |
| | HOUSES NEED TO HAVE RECORDED EASEMENT |
| | DEDICATED FOR EGRESS. |
| | 4-GLASS BLOCK AT ZERO LOT LINE NEED TO |
| | BE ONE HR FIRE RATED ASSEMBLY AS REQ'D |
| | BY TABLE 600 FBC 2001. DWGS TO SPECIFY |
| | 1HR FIRE RATED GLASS BLOCK ASSEMBLY & |
| | REVISE DETAIL ON SHEET A-4 TO MATCH |
| | SUCH ASSEMBLY. SPECIFY UL ASSEMBLY. |
| | 5-PROVIDE ATTIC ACCESS AT GUEST ROOM |
| | AREA. SEC. 2309.6 FBC 2001 |
| | **SPECIFY ATTIC ACCESS SIZE FOR MAIN |
| | ROOF. SEC. 2309.6 FBC 2001. |
| | 6-DESIGN CRITERIA NEED TO INCLUDE 30PSF |
| | OR 10PSF ATTIC LIVE LOAD AS REQUIRED |
| | BY TABLE 1604.1 FBC 2001. |
| | 7-PROVIDE SOIL TEST REPORT. |
| | 8-PROVIDE DETAIL/SECTION AND SPECS FOR |
| | CEILING INSTALLATION AT ENTRY AND REAR |
| | PORCHES. SEE ASTM C-926 & ASTM C-1063 |
| | FOR SPECS, FASTENER SIZES & SPACING. |
| | 9-PROVIDE COMPLETE FLORIDA OR LOCAL |
| | PRODUCT APPROVAL FOR: |
| | A)GARAGE DOOR THAT MEET THE DESIGN |
| | PRESSURES CALCULATED BY THE ENGINEER. |
| | B)WINDOW MULLIONS AND CLEARLY INDICATE |
| | ON DWGS COMPONENTS TO BE USED. |
| | C)SINGLE HUNG WINDOWS. |
| | D)FIXED WINDOWS. |
| | E)FRENCH DOOR AND PROVIDE ONLY PRODUCT |
| | APPROVAL FOR DOOR TO BE INSTALLED. |
| | F)SLIDING GLASS DOORS WITH TRANSOM ABOVE |
| | SINGLE ASSEMBLY AS SHOWN ON PLANS. |
| | G)GLASS BLOCK: 1 HR FIRE RATED ASSEMBLY. |
| | H)ROOF TILE. |
| | I)STRUCTURAL CONNECTORS. |
| | J)INSWING ENTRY DOORS WITH TRANSOM ABOVE |
| | SINGLE ASSEMBLY AS SHOWN ON PLANS. |
| | 10-STORM SHUTTERS PACKAGE: A)PROVIDE KEY |
| | PLAN & COMPLETE INSTALLATION SCHEDULE. |
| | B)CLEARLY INDICATE ON DRAWINGS SPECIFIC |
| | MOUNTING CONDITIONS AND ANCHOR TYPE & |
| | SPACING TO BE USED ACCORDING TO THE |
| | DESIGN PRESSURES, EDGE DISTANCE, PANEL |
| | SPAN, CONNECTION TYPE AND STRUCTURE TO |
| | BE ATTACHED TO (MASONRY OR CONCRETE) |
| | C)NEED FLORIDA OR LOCAL PRODUCT APPROVAL |
| | 11-TRUSS DRAWINGS PACKAGE: A)ENGINEER TO |
| | PROVIDE ORIGINAL SIGNATURE, SEAL AND |
| | DATE AS REQUIRED BY CHAPTER 471 FL. ST |
| | B)COVER SHEET:*MISSING INFORMATION FOR |
| | STRUCTURAL ENGINEER OF RECORD. |
| | **SPECIFY ENCLOSURE CLASSIFICATION. |
| | C)TRUSS PACKAGE TO BE REVIEWED AND |
| | APPROVED BY ENGINEER OF RECORD. |
| | D)CHECK/REVISE HEIGHT OF PLATES. SEE |
| | STRUCTURAL DWGS FOR CORRECT HEIGHT. |
| | E)ADDRESS COMENTS TO TRUSS PACKAGE AND |
| | PROVIDE THIS INFORMATION TO BUILDING |
| | INSPECTOR FOR ROOF FRAMING INSPECTION. |
| | 12-SHEET A-2: OPENING PRESSURES ARE |
| | CALCULATED BY PSF NOT PSI. REVISE NOTES |
| | 13-SHEET A-4: A)REVISE WINDOW AND DOOR |
| | BUCK DETAILS TO COMPLY WITH SECTION |
| | 1707.4.4.2 FBC 2001 TO PROVIDE FULL |
| | DOOR/WINDOW SUPPORT & NON BEVELED BUCK |
| | B)DOOR BUCK DETAIL: CLARIFY FASTENER TO |
| | BE USED. TAPCONS OR HILTI GUN NAILS? |
| | 14-SHEET A-5: A)SEE CHAPTER 19 FBC 2001 |
| | FOR CORRECT ACI SECTION REFERENCED. |
| | B)ROOF SHEATHING NOTES AND ATTACHMENT/ |
| | FASTENER SPECS TABLE: CLARIFY/REVISE |
| | TO MATCH INFORMATION GIVEN ON SHEETS |
| | A2 AND A2.1 STRUCTURAL NOTES. |
| | 15-SHEET S-2: A)REVISE/UPDATE TRUSS |
| | ANCHOR SCHEDULE TO COMPLY WITH SECTION |
| | 1609.4.3 FBC 2001. SEE 2004 SIMPSON |
| | CATALOGUE WHICH HAVE REVISED VALUES & |
| | TYPE AND NUMBER OF FASTENERS TO COMPLY |
| | WITH THIS SECTION. PROVIDE COMPLETE |
| | ENGINEERING CALCS FOR TYPE AND NUMBER |
| | OF FASTENERS DIFFERENT THAN THOSE |
| | PUBLISHED BY MANUFACTURER. SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | B)PROVIDE BEAM AND LINTEL SCHEUDLE. SEC. |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | C)CONNECTOR SPECIFIED FOR TRUSSES AT |
| | ATRIUM AREA DON'T RESIST CALCULATED |
| | LOADS. SEE ENGINEERED TRUSSES. ALSO, |
| | BEARING POINTS SHOWN DON'T MATCH THOSE |
| | DESIGNED ON ENGINEERED TRUSSES. REVISE |
| | AS REQUIRED. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | D)SHEATHING NOTE TO MATCH SPECS SHOWN ON |
| | SHEET A-2 AND A-2.1. |
| | E)WHERE IS SIMPSON HUC610 TAKEN FROM? |
| | UNABLE TO FIND IT IN 2004 CATALOGUE. |
| | IS THE THE RIGHT SIZE HANGER FOR (3) |
| | 2X12 BEAM?. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | F)SPECIFY CALCULATED UPLIFT AT THE ENDS |
| | OF REAR PORCH BEAMS. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | G)CONNECTOR SPECIFIED FOR TRUSSES ON TOP |
| | OF (3)2X12 BEAM IS FOR WOOD TO MASONRY |
| | CONDITION. NEED WOOD TO WOOD CONNECTOR |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 16-SHEET S-3: A)UPDATE GENERAL NOTES. |
| | SEE CHAPTER 19 AND 35 FOR SPECIFIC |
| | REFERENCE STANDARDS AND EDITION USED |
| | FOR CONCRETE CONSTRUCTION. |
| | B)BUCK DETAIL DOESN'T MATCH BUCK DETAILS |
| | ON SHEET A-4. NEED ONLY ONE DETAIL TO |
| | AVOID CONFLICTS. REVISE DETAIL TO |
| | COMPLY WITH SEC. 1707.4.4.2 FBC 2001. |
| | SHOW FULL DOOR/WINDOW SUPPORT AND NO |
| | BEVELED EDGE. |
| | C)REVISE TYP. FOOTING SECTION. NEED 1.5" |
| | WATER RECESS. SEC. 2111.1.9 CITY |
| | AMENDMENTS TO FBC 2001. |
| | D)REVISE ROOF SHEATHING SPECS ON DETAIL |
| | 2-S3 TO MATCH SPECS ON SHEET A-2/A-2.1 |
| | |
| | 17-REVISE ALL GENERAL NOTES WHERE IT |
| | SAYS "ARCHITECT". THIS PLANS WERE |
| | PREPARED BY AN ENGINEER, NOT ARCHITECT |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ AT 805-6712. |
