| Date |
Text |
| 2003-02-03 00:00:00 | BUILDING REVIEW CHECKLIST: |
| | 1-A)PROVIDE SITE PLAN DRAWN TO SCALE AND |
| | WITH DIMENSIONS THAT MATCH SURVEY |
| | B)SPECIFY BUILDING SIDE SETBACKS ALSO. |
| | C)WHAT'S FSC SHOWN ON CODE EDITION USED. |
| | WE USE FLORIDA BUILDING CODE (FBC)2001 |
| | D)BUILDING CODE/WIND LOAD DESIGN CERTIFI |
| | CATION IS MISSING SOME INFORMATION. |
| | SEE SEC. 1606.1.7 FBC 2001 FOR ALL |
| | FIVE ITEMS REQUIRED ON EVERY JOB. |
| | |
| | 2-PROVIDE SURVEY WITH ORIGINAL SIGNATURE |
| | AND SEAL AS REQUIRED BY CHAPTER 471 |
| | FLORIDA STATUTES WHEN SUBMITTING |
| | DOCUMENTS FOR PUBLIC RECORDS. |
| | 3-SPECIFY SAFETY GLASS WHERE REQUIRED. |
| | SEE PLANS AND SEC. 2405.2 FBC 2001. |
| | 4-SPECIFY SIZE OF ATTIC ACCESS. SECTION |
| | 2309.6 FBC 2001. |
| | 5-SPECIFY SIZE OF ATTIC VENTS. SECTION |
| | 2309.7 FBC 2001. |
| | 6-PROVIDE DETAILS/SPECIFICATIONS FOR |
| | CEILING INSTALLATION AT FRONT AND REAR |
| | PORCHES. AND SPECIFY FASTENERS SIZE & |
| | SPACING AS REQUIRED BY ASTM C-926 AND |
| | ASTM C-1063. SEC. 2504.2 FBC 2001. |
| | 7-CLARIFY WHAT IS SIMPSON LSTA24-4?. |
| | HOW IS THIS STRAP TIE USED TO CONNECT |
| | THE WOOD COLUMN TO THE BEAM AT MID AND |
| | CORNER LOCATIONS? PROVIDE DETAIL. THIS |
| | TYPE OF CONNECTOR PROVIDES NOT UPLIFT |
| | AND LATERAL SUPPORT. SEE SIMPSON CAT. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 8-SHEET S-1: |
| | A)SPECIFY SUPPORTS & SPACING FOR WWM |
| | IN CONCRETE SLAB. SEE SEC. 1909.3 FBC. |
| | B)SPECIFY SIZE OF VAPOR BARRIER SEE SEC. |
| | 1909.2 FBC 2001. |
| | C)SPECIFY FIREBLOCKING IN TYPICAL WALL |
| | SECTION. SEE SEC. 2305.1.4 FBC 2001. |
| | |
| | 9-FOOTING SIZE SPECIFIED ON FOUNDATION |
| | PLAN DOESN'T MATCH SIZE SHOWN ON WALL |
| | SECTION. REVISE AS REQUIRED. |
| | 10-PROVIDE ROOF FRAMING PLAN SHOWING |
| | CALCULATED UPLIFT LOADS AND PROVIDE |
| | TRUSS ANCHOR SCHEDULE AS REQUIRED. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 11-A/C AREA AND UNDER ATTIC AREA SHOWN |
| | ON THE ENERGY CALCULATIONS DON'T MATCH |
| | PLANS. REVISE AS REQUIRED. ALSO, WRITE |
| | SPECIFIC ADDRESS. |
| | 12-PRODUCT APPROVAL FOR EXTERIOR DOORS |
| | IS EXPIRED. ALSO, CLARIFY IF THIS IS |
| | THE SAME DOOR FOR ENTRY DOOR,REAR DOOR |
| | AND STORAGE DOOR. OTHERWISE, PROVIDE |
| | PRODUCT APPROVAL FOR EACH. |
| | 13-STORM SHUTTERS: |
| | A)PROVIDE KEY PLAN & COMPLETE INSTALLA- |
| | TION SCHEDULE. SEE CITY SAMPLE. |
| | B)CLEARLY MARK ON DRAWINGS SPECIFIC |
| | MOUNTING CONDITIONS AND ANCHOR TYPE & |
| | SPACING TO BE USED ACCORDING TO THE |
| | MEAN ROOF HEIGHT, DESIGN PRESSURES, |
| | EDGE DISTANCE, CONNECTION TYPE, PANEL |
| | SPAN AND STRUCTURE TO BE ATTACHED TO. |
| | **NOTE: WHEN INFORMATION IS NOT COMPLETE |
| | SUB-CONTRACTOR MAY APPLY FOR SEPARATE |
| | PERMIT. CITY IMPLEMENTATION STANDARD |
| | FOR HURRICANE MISSILE IMPACT PROTECT'N |
| | 14-CONTRACTOR'S INSURANCE IS EXPIRED. |
| | 15-SHEET A-1: REVISE GENERAL NOTE #1. WE |
| | USE FLORIDA BUILDING CODE 2001, NOT |
| | STANDARD BUILDING CODE. |
| | 16-PAY IMPACT FEES TO PALM BEACH COUNTY |
| | AND BRING BACK STAMPED DRAWINGS AND |
| | PAID RECEIPT. |
| | 17-NEED RECORDED NOTICE OF COMMENCEMENT. |
| | 18-PROVIDE STRUCTURAL BUCK DETAILS FOR |
| | DOORS & WINDOWS. SEE SECTION 1707.4.4 |
| | FBC 2001 FOR SPECIFIC REQUIREMENTS |
| | ACCORDINT TO BUCK SIZE. |
