| 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. |