| Date |
Text |
| 2001-12-17 00:00:00 | SECOND CHECKLIST: |
| | 1-SOIL TEST REPORT TO HAVE EMBOSSED SEAL |
| | AND ORIGINAL SIGNATURE AS REQUIRED BY |
| | CHAPTER 471 OF FLORIDA STATUTES. |
| | 2-ENGINEER OF RECORD TO REVIEW THE SOIL |
| | TEST REPORT. RECOMMENDATIONS FOR |
| | PILING FOUNDATION WAS IGNORED. |
| | -ENGINEER TO PROVIDE CALCULATIONS FOR |
| | PILING FOUNDATION DESIGN. |
| | -PROVIDE COMPLETE PLANS, DETAILS AND |
| | SPECIFICATIONS FOR PILING SYSTEM TO BE |
| | USED, INCLUDING PILING INSTALLATION |
| | METHOD AS REQUIRED. SEE CHAPTER 18 OF |
| | SBC 1997 AND SEC. 104.2.2 OF CITY |
| | AMENDMENTS TO SBC 1997. |
| | 3-PLOT PLAN DOESN'T MATCH FLOOR PLAN AND |
| | FOUNDATION PLANS. REVISE AS REQUIRED. |
| | 4-PROVIDE COMPLETE ROOF FRAMING PLAN |
| | SHOWING UPLIFT CALCULATIONS AND ANCHOR |
| | SCHEDULE. INCLUDE FRAMING OVER EXIST'G |
| | ROOF. NOTE THAT NEW ROOF IS HIGHER |
| | THAN EXISTING ONE. |
| | -CLEARLY IDENTIFY BEARING WALL FOR NEW |
| | ROOF TRUSSES. SEE ENGINEERED TRUSS |
| | DRAWINGS FOR LOCATION OF BEARING |
| | POINTS FOR EACH TRUSS. |
| | 5-SPECIFY DESIGN PRESSURES CALCULATED |
| | AT EACH EXTERIOR OPENING AS REQUIRED |
| | BY SECTION 1606 SBC 1997. |
| | 6-PROVIDE GABLE END WALL SECTION AND |
| | CLEARLY SPECIFY ALL FASTENERS. |
| | SEC. 104.2.2 CITY AMENDMENTS TO SBC/97 |
| | 7-SHOW LEFT SIDE EXTERIOR ELEVATION. |
| | SEC. 104.2.2 CITY AMENDMENTS TO SBC/97 |
| | 8-NEED ADDITIONAL DEEPER BORINGS AS |
| | REQUIRED ON THE SOIL TEST REPORT TO |
| | VERIFY DESIGN CAPACITIES OF PILING |
| | FOUNDATION SYSTEM. ENGINEER OF RECORD |
| | NEEDS THIS INFORMATION TO DESIGN PILES |
| | SEC. 104.2.2 CITY AMENDMENTS TO SBC/97 |
| | 9-EXT. DOOR PRODUCT APPROVAL EXPIRED. |
| | LETTER FOR PRODUCT APPROVAL RENEWAL & |
| | PRODUCT APPROVAL DON'T MATCH. SEE THE |
| | # FOR PRODUCT APPROVAL. |
| | 10-TRUSS DRAWINGS: |
| | A)ENGINEER TO SIGN, SEAL AND DATE ALL |
| | TRUSS DRAWINGS, INCLUDING THE TRUSS |
| | LAYOUT AS REQUIRED BY CHAPTER 471 OF |
| | FLORIDA STATUTES. |
| | B)ENGINEER OF RECORD TO REVIEW ALL |
| | TRUSS DRAWINGS PRIOR TO SUBMITTAL TO |
| | THIS OFFICE. USE STANDARD REVIEW STAMP |
| | C)VERIFY BEARING POINTS FOR TRUSSES |
| | T1A AND T1B. THERE IS NOT BEARING WALL |
| | AT BOTH ENDS OF TRUSSES. SEE PLANS. |
| | C)SPECIFY CONNECTORS FOR TRUSSES V-32 |
| | THRU V-12. |
| | D)DESIGN CRITERIA USED DOESN'T MATCH |
| | DESIGN CRITERIA USED BY ENGINEER OF |
| | RECORD: SBC 97 FOR 110 MPH. |
| | NOTE: IF USING ASCE 7, THEN UPDATE |
| | FOR ASCE 7-95 (NOT ASCE 7-93) FOR |
| | 140 MPH. |
| | E)ENGINEERED TRUSSES NOTE FOR 8FT ABOVE |
| | GROUND LEVEL IS INCORRECT. THIS IS NOT |
| | A FLAT ROOF BUT AN SLOPED ROOF. |
| | THEREFORE, THE MEAN ROOF HEIGHT SHALL |
| | BE TAKEN FROM GRADE TO THE AVERAGE |
| | POINT OF THE ROOF. REVISE AS REQUIRED. |
| | 11-BRING PAID RECEIPT FOR IMPACT FEES. |
| | 12-CLARIFY WHAT IS THE TRUSS GIRDER |
| | NOTE SHOWN ON FLOOR PLAN SHEET 3 OF 8. |
| | 13-ENGINEER OF RECORD TO HAVE ALL HIS |
| | INFORMATION ON ALL DRAWINGS AS REQ'D |
| | BY CHAPTER 471 OF FLORIDA STATUTES. |
| | 14-SEE COMMENTS BY ZONING AND BY THE |
| | OTHER TRADES. |
| | 15-PROVIDE ENERGY CALCULATIONS ON FORM |
| | 600-97. AS REQUIRED BY FLORIDA ENERGY |
| | EFFICIENCY CODE FOR BUILDING |
| | CONSTRUCTION, 1997 EDITION. |
| | 16-PROVIDE RECORDED NOTICE OF |
| | COMMENCEMENT. |
| | 17-PROVIDE COMPLETE INFORMATION FOR |
| | STORM SHUTTERS OR APPLY FOR SEPARATE |
| | PERMIT. |
| | 18-VALUE DECLARED FOR CONSTRUCTION IS |
| | TOO LOW. OWES $928.97 FOR UPDATED |
| | VALUE AND RADON FEES. |
