| Date |
Text |
| 2001-04-27 00:00:00 | CHECKLIST: |
| | 1-PAY IMPACT FEES TO PALM BEACH COUNTY. |
| | BRING STAMPED DRAWINGS AND RECEIPT. |
| | 2-NOTICE OF COMMENCEMENT DESCRIPTION OF |
| | WORK DOESN'T MATCH THE SCOPE OF WORK |
| | DECLARED ON THIS PERMIT APPLICATION. |
| | 3-SPECIFY DESIGN PRESSURES CALCULATED |
| | FOR THE EXTERIOR OPENINGS AS PER |
| | SECTION 1606 SBC 1997. |
| | 4-SPECIFY SAFETY GLASS WHERE REQUIRED. |
| | SEE PLANS AND SEC. 2405.2 SBC 1997. |
| | 5-COMPLETE FLOOR AND FOUNDATION PLANS |
| | SHOWING THE OUTSIDE STEPS. |
| | NOTE: A LANDING IS REQUIRED @ EXTERIOR |
| | DOORS. SEE PLANS AND SECTION 1012.1.6 |
| | OF SBC 1997. |
| | 6-PROVIDE ATTIC ACCESS AT GARAGE AND |
| | SECOND FLOOR ROOF. SEC 2309.6 SBC 1997 |
| | 7-PROVIDE COMPLETE DESIGN CERTIFICATION |
| | FOR BUILDING CODE COMPLIANCE FORM. |
| | ATTACHED (PROVIDE TWO COPIES). |
| | 8-OWNER/AGENT TO SIGN AND DATE THE |
| | ENERGY CALCULATIONS (PROVIDE 2 COPIES) |
| | 9-SPECIFY BEAMS AND CONNECTORS. |
| | SEC 104.2.2 CITY AMENDMENTS TO SBC/97 |
| | 10-SPECIFY ALL COLUMNS AND TOP AND BOTT. |
| | CONNECTORS. SEC 104.2.2 CITY AMENDMENT |
| | 11-SPECIFY CALCULATED UPLIFT LOADS AND |
| | PROVIDE ANCHOR SCHEDULE. SEC 1606 SBC |
| | 12-PROVIDE COMPLETE SECTION DETAIL THRU |
| | BALCONY. SPECIFY CONSTRUCTION, ANCHORS |
| | AND MATERIALS TO BE USED.SECTION |
| | 104.2.2 CITY AMENDMENTS TO SBC 1997. |
| | 13-NEED SECOND FLOOR FRAMING PLAN. |
| | NOTE: EXISTING RAFTERS WERE DESIGNED |
| | TO CARRY A ROOF LOAD. FLOOR LOADS ARE |
| | DIFFERENT. SEE SECTIONS 1603 AND 1604 |
| | OF SBC 1997. PROVIDE COMPLETE |
| | STRUCTURAL ANALYSIS AND WOOD SPECS IF |
| | USING THE EXISTING FRAMING TO CARRY |
| | THE NEW LOADS. |
| | SEC. 104.2.2 CITY AMENDMENTS TO SBC/97 |
| | 14-PROVIDE COMPLETE CONSTRUCTION DETAILS |
| | AND SPECS FOR CONSTRUCTION OF PERGOLA. |
| | SEC. 104.2.2 CITY AMENDMENTS. |
| | 15-PROVIDE SMOKE DETECTORS AT FIRST AND |
| | SECOND FLOOR. SEC 905.2 SBC 1997. |
| | 16-SPECIFY ATTIC VENTILATION. SECTION |
| | 2309.7 SBC 1997. |
| | 17-PROVIDE AREA TABULATION |
| | 18-STORM SHUTTERS: |
| | A)PROVIDE KEY PLAN AND COMPLETE |
| | INSTALLATION SCHEDULE AS PER CITY |
| | SAMPLE ATTACHED. |
| | B)CLEARLY MARK ON STORM PANELS DRAWINGS |
| | THE SPECIFIC MOUNTING CONDITIONS AND |
| | ANCHOR TYPE TO BE USED ACCORDING TO |
| | THE MEAN ROOF HEIGHT,DESIGN PRESSURES, |
| | PANEL SPAN, EDGE DISTANCE, CONNECTION |
| | TYPE AND STRUCTURE TO BE ATTACHED TO |
| | (CONCRETE BLOCK OR WOOD). |
| | 19-TRUSS DRAWINGS: |
| | A)ARCHITECT OF RECORD TO REVIEW ALL |
| | TRUSS DRAWINGS PRIOR TO SUBMITTAL. |
| | B)ENGINEER TO SIGN, SEAL AND DATE THE |
| | TRUSS LAYOUT AS REQUIRED BY CHAPTER |
| | 471 OF FLORIDA STATUTES. |
| | C)TRUSS LAYOUT AND ARCHITECT'S ROOF |
| | FRAMING PLANS ARE DIFFERENT. REVISE |
| | EITHER ONE TO MATCH. |
| | D)TRUSS LAYOUT HAVE THE WRONG ADDRESS |
| | AND OWNER OF THIS HOUSE. |
| | E)UPDATE TRUSS DESIGN CRITERIA TO ASCE |
| | 7-95 FOR 145MPH OR SBC 1997 FOR 110MPH |
| | ACCORDING TO THE DESIGN CRITERIA USED |
| | BY THE ARCHITECT OF RECORD. |
| | F)PROVIDE COMPLETE SETS OF ENGINEERED |
| | TRUSSES (REVIEWED BY THE ARCHITECT) |
| | 20-PROVIDE 2 COPIES OF PRODUCT APPROVALS |
| | A)ENTRY DOOR. |
| | B)SINGLE HUNG WINDOWS. |
| | C)GARAGE DOOR (IF REPLACED) |
| | D)WINDOW MULLIONS. |
| | E)FRENCH DOORS. |
| | F)GARAGE SWING DOOR. |
| | G)AWNING WINDOWS. |
| | 21-SEE PLANS FOR ADDITIONAL COMMENTS |
| | AND PLEASE RETURN REVIEWED SET AFTER |
| | CORRECTIONS ARE DONE TO THE ORIGINAL |
| | DRAWINGS, IN ORDER TO EXPEDITE THE |
| | REVIEW PROCESS. |
| | 22-PROVIDE STRUCTURAL BUCK DETAILS FOR |
| | DOORS AND WINDOWS. ALSO, FOR GARAGE |
| | DOOR IF IT'S GOING TO BE REPLACED. |
| | SEC. 104.2.2 CITY AMENDMENTS. |
| | |
| | NOTE: SURVEY SAYS FLOOD ZONE B. ACTUAL |
| | FLOOD ZONE IS C. |
| | |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ, BUILDING PLAN REVIEWER, AT |
| | 659-8096 EXT. 8232. |
