| Date |
Text |
| 2004-12-15 00:00:00 | BUILDING REVIEW CHECKLIST: |
| | 1-BRING DRAWINGS TO PALM BEACH COUNTY |
| | TO |
| | VERIFY IF IMPACT FEES ARE DUE OR NOT. |
| | BRING BACK STAMPED DWGS & PAID RECEIPT. |
| | |
| | 2-SPECIFY CONCRETE SLAB JOINTS OR WWM |
| | SUPPORTS AND SPACING AS REQ'D BY SEC. |
| | 1909.3 FBC 2001. |
| | |
| | 3-WINDOW BUCK NOTES CALL FOR BEVELED |
| | BUCK. BEVELED BUCK IS NOT ALLOWED. SEE |
| | SEC. 1707.4.4.2 FBC 2001 FOR REQUIRED |
| | INSTALLATION OF BUCKS. |
| | |
| | 4-PROVIDE COMPLETE FLORIDA OR LOCAL |
| | PRODUCT APPROVAL FOR: |
| | A) CASEMENT WINDOWS (SEE SHEET A1 |
| | SPECS) |
| | B) FIXED WINDOWS |
| | C) SLIDING GLASS DOORS.(SEE SHEET A1). |
| | D) FIREPLACE UL LISTING AND COMPLETE |
| | SPECS AS REQUIRED BY SEC. 2806 FBC |
| | 2001. |
| | E) BBQ AS REQUIRED BY SEC. 2808 FBC |
| | 2001 |
| | AND OPTIONAL HOOD. |
| | F) STRUCTURAL CONNECTORS USED (SIMPSON |
| | OR USP). |
| | G) WINDOW MULLIONS. |
| | H) AWNING WINDOWS. |
| | |
| | 5-CLARIFY IF USING STORM SHUTTERS OR |
| | MISSILE IMPACT GLAZING ON DOORS AND |
| | WINDOWS (SEE WINDOW NOTES SHEET A1 AND |
| | DESIGN CRITERIA AND NOTES ON SHEE A2). |
| | |
| | 6-IF PROVIDING STORM SHUTTERS, THEN |
| | PROVIDE COMPLETE INFORMATION: KEY PLAN |
| | & |
| | COMPLETE INSTALLATION SCHEDULE (SEE |
| | SAMPLE). ALSO, INDICATE ON SHUTTER DWGS |
| | SPECIFIC MOUNTING CONDITIONS AND ANCHOR |
| | TYPE AND SPACING TO BE USED ACCORDING |
| | TO |
| | THE DESIGN PRESSURES, EDGE DISTANCE, |
| | PANEL SPAN, CONNECTION TYPE AND |
| | STRUCTURE TO BE ATTACHED TO (MASONRY OR |
| | CONCRETE). |
| | |
| | 7-UPDATE TRUSS ANCHOR SCHEDULE. SEE |
| | CURRENT USP OR SIMPSON CATALOGUE FOR |
| | REVISED FASTENER TYPE AND NUMBER TO |
| | COMPLY WITH SEC. 1609.4.3 FBC 2001 |
| | REGARDING THE STRESS INCREASE. OR |
| | PROVIDE COMPLETE ENGINEERING ANALYSIS |
| | FOR NUMBER AND TYPE OF FASTENER |
| | DIFFERENT THAN THOSE TESTED AND |
| | PUBLISHED BY THE MANUFACTURER. |
| | |
| | 8-A) SIZE OF FOOTING SPECIFIED ON TYP. |
| | WALL SECTION DOESN'T MATCH SIZE |
| | SPECIFIED ON FOUNDATION PLAN REVISE AS |
| | REQUIRED. |
| | B) FOOTING TO BE 12" MIN. BELOW GRADE |
| | AS |
| | REQUIRED BY SEC. 1804.1.3 FBC 2001. |
| | |
| | 9-ENERGY CALCULATIONS: A) COMPLETE |
| | OWNER |
| | AND CONTRACTOR INFORMATION. |
| | B) CLARIFY IF USING METHOD A JUST FOR |
| | THE ADDITION OR FOR ENTIRE BUILDING. |
| | SEE |
| | SEC. 600 CHAPTER 13, FBC 2001. |
| | B) WHERE IS THE ADJACENT FRAMED WALL? |
| | C) REVISE UNDER ATTIC AREA. SEE SEC. |
| | 604.1.A.1 CHAPTER 13 FBC 2001. |
| | D) OWNER/AGENT TO SIGN AND DATE FORM. |
| | |
| | 10-REVISE SPECS FOR MONO PAD AT STEEL |
| | COLUMN. IT CALLS FOR #5 BARS AT 6 FEET |
| | OFF CENTER EACH WAY. |
| | |
| | 11-REVISE DESIGN CRITERIA SPECS ON |
| | SHEET |
| | A2. IT CALL FOR 130MPH 3 SECOND GUST. |
| | WE |
| | ARE IN 140 MPH 3 SECOND GUST. |
| | ALSO, CLARIFY IF USING SHUTTERS OR |
| | DOORS |
| | AND WINDOWS WITH MISSILE IMPACT GLASS. |
| | NOTE CALLS FOR SHUTTERS AND OTHER NOTES |
| | ON SAME PLANS CALL FOR MISSILE IMPACT |
| | GLAZING FOR SOME TYPE OF WINDOWS. |
| | |
| | 12-ARCHITECT TO INCLUDE IN HIS TITLE |
| | BLOCK ALL INFORMATION AS REQUIRED BY |
| | CHAPTER 481 FLORIDA STATUTES AND CHAPTER |
| | |
| | 61G1-16.004 FLORIDA ADMINISTRATIVE |
| | CODE. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ AT (561)805-6712. |
