Date |
Text |
2003-09-08 00:00:00 | BUILDING CHECKLIST: |
| 1-CASEMENT WINDOWS DON'T COMPLY WITH |
| EGRESS REQUIREMENTS OF SEC. 1005.4.4 |
| FBC 2001. CENTER MULLION DOESN'T |
| ALLOW THE 20" MIN. REQUIRED WIDTH. |
| 2-PAY IMPACT FEES TO PALM BEACH COUNTY. |
| BRING BACK STAMPED DRAWINGS AND PAID |
| RECEIPT. |
| 3-NEED RECORDED NOTICE OF COMMENCEMENT. |
| 4-3" PVC PIPE SHOWN ON SITE PLAN IS |
| ENCROACHING INTO NEIGHBOR'S PROPERTY. |
| WHAT'S THIS PIPE FOR?. HOW IS IT |
| PROTECTED CONSIDERING THAT WILL BE |
| UNDER THE DRIVEWAY. SEC. 104.2.1.2 |
| CITY AMENDMENTS TO FBC 2001. |
| 5-PROVIDE SPECIFICATIONS/DETAILS FOR |
| FIREBLOCKING AT ALL CONCEALED SPACES. |
| INCLUDING FIREBLOCKING AT STAIRS. SEE |
| SEC. 2305 FBC 2001. FOR FIREBLOCKING |
| REQUIRED LOCATIONS. |
| 6-PROVIDE AIR HANDLING UNIT MOUNTING |
| DETAIL. SPECIFY ALL FASTENERS. SEC. |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| 7-NOTE: ALL DRAWINGS THAT ARE REVISED |
| NEED TO BE TAKEN TO HISTORIC DEPT. FOR |
| APPROVAL STAMP PRIOR TO RESUBMITTAL TO |
| THIS OFFICE. |
| 8-PROVIDE ATTIC ACCESS AT SECOND FLOOR |
| ROOF. SEC. 2309.6 FBC 2001. |
| 9-UPDATE TRUSS ANCHOR SCHEDULE TO COMPLY |
| WITH SEC. 1609.4.3 FBC 2001, WHICH |
| DOESN'T ALLOW THE STEEL STRESS TO BE |
| INCREASED. |
| **NOTE: USE SIMPSON HIGH WIND-RESISTANT |
| CONSTRUCTION CATALOGUE WHICH IS THE |
| ONLY SIMPSON CATALOGUE THAT'S UPDATED |
| TO REFLECT THIS SECTION OF THE CODE. |
| OTHERWISE, PROVIDE ENGINEERING CALCS |
| FOR VALUES OTHER THAN THOSE PUBLISHED. |
| 10-SPECIFY JOINTS IN CONCRETE SLAB OR |
| CLEARLY SPECIFY WWM SUPPORTS AND |
| SPACING. SEE SEC. 1909.3 FBC 2001. |
| 11-PROVIDE COMPLETE DETAIL/SPECS FOR |
| BALCONY RAILINGS. SPECIFY ATTACHMENTS |
| & GUARDRAIL OPENINGS BETWEEN PICKETS |
| & BOTTOM RAIL. SEE SEC. 1015 FBC 2001. |
| 12-REVISE WINDOW & DOOR BUCK DETAILS. |
| SEE SEC. 1707.4.4 FBC 2001. REVISE |
| DETAILS 2,4 AND 8 OF SHEET S1. |
| 13-PROVIDE COMPLETE DETAIL/SPECS FOR |
| CONSTRUCTION AT LANAI CEILING. SPECIFY |
| ALL FASTENERS. SEE ASTM C-926 AND |
| ASTM C-1063 AS REQ'D BY SEC. 2504.2FBC |
| 14-PROVIDE ROOF SHEATHING NAILING |
| DIAPHRAGM. SEE SEC. 2306 OF CITY |
| AMENDMENTS TO FBC 2001. SPECIFY NAIL |
| SIZE/SPACING AND IDENTIFY ROOF ZONES. |
| 15-SOIL TEST REPORT. NEED TO REFERENCE |
| FBC 2001, NOT SBC 1997. |
| **NEED 2 COPIES WITH ENGINEER'S ORIGINAL |
| SEAL, SIGNATURE, DATE AS REQUIRED BY |
| CHAPTER 471 FLORIDA STATUTES. |
| **NEED THE 15 BORING AS RECOMMENDED ON |
| ON THIS OIL TEST REPORT. |
| 16-PROVIDE PRODUCT APPROVAL FOR: |
| A)WINDOW MULLIONS FOR IMPACT WINDOWS. |
| B)ENTRY DOOR: CLARIFY IF USING DOOR |
| COVERED BY PRODUCT APPROVAL OR SITE |
| SPECIFIC ENGINEER LETTER ATTACHED. |
| **NOTE: SITE SPECIFIC ENGINEERING NEEDS |
| A COMPLETE ENGINEERING PACKAGE WITH |
| CALCS AND SPECIFICATIONS. NEED TO FILL |
| FORM (SEE ATTACHED SAMPLE) AND THE |
| ENGINEER OF RECORD NEED TO SIGN AND |
| SEAL FORM AS WELL AS REQUIRED BY THE |
| BUILDING OFFICIAL. |
| C)GARAGE DOOR THAT MEETS THE DESIGN |
| PRESSURES CALCULATED BY THE ENGINEER. |
| D)FIREPLACE UL LISTING & COMPLETE SPECS. |
| E)GARAGE EXTERIOR SWING DOOR. |
| F)FRENCH DOORS WITH SIDELITES: CIRCLE ON |
| PRODUCT APPROVAL SPECIFIC CONDITIONS |
| TO BE USED IN THIS PROJECT TO VERIFY |
| FOR DESIGN PRESSURES. |
| G)CASEMENT WINDOWS: CIRCLE ON PRODUCT |
| APPROVAL SPECIFIC CONDITIONS FOR THIS |
| JOB TO VERIFY DESIGN PRESSURES. |
| |
| 17-NEED TO PAY ATTACHED RECEIPTS FOR |
| APPROACH PERMIT AND RADON FEES. |