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. |