| Date |
Text |
| 2013-02-27 10:20:15 | NEW SINGLE FAMILY RESIDENCE (R3) THIRD BUILDING REVIEW |
| | CHECKLIST. |
| | CODE: 2010 FBC. |
| | |
| | 1- PROVIDE DRAINAGE PLAN AS REQ'D BY SEC. R401.3 F 2010 |
| | FBC-RESIDENTIAL. (REPEAT COMMENT). |
| | ***ENGINEER OF RECORD RESPONSE LETTER SAID "REFER TO |
| | ATTACHED RESIDENTIAL DRAINAGE PLANS". WHERE IS IT?. |
| | |
| | 2- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY |
| | DCA RULE 9N-3 FOR: |
| | A) ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON |
| | PLANS. PROVIDE ONLY THE PRODUCT APPROVAL COVER PAGE AND |
| | PAGE SHOWING THE CONNECTOR. THIS APPLIES TO STRUCTURAL |
| | CONNECTORS ONLY. (REPEAT COMMENT. NOT ADDRESSED). |
| | |
| | B) GARAGE EXTERIOR SWING DOOR & REAR SWING DOOR AS |
| | SHOWN ON PLANS. EXTERIOR ELEVATIONS SHOW SOLID DOORS, |
| | WHILE NOA 12-0118.32 SHOWS GLAZED DOORS. REVISE AS |
| | REQUIRED TO MATCH. SAME APPLIES FOR ENTRY DOOR. |
| | CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY |
| | AS REQUIRED BY SEC. 107.2.1 CITY AMENDMENTS TO FBC. |
| | |
| | 3- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING |
| | (NOT SIGNING AND SEALING) ALL PRODUCT APPROVALS AS |
| | REQUIRED BY SEC. 107.3.4.1 CITY AMENDMENTS TO FBC. |
| | (REPEAT COMMENT. NOT ADDRESSED). |
| | ***ENGINEER OF RECORD RESPONSE LETTER SAID "REFER TO |
| | ATTACHED ENGINEER OF RECORD SIGNED AND DATED PRODUCT |
| | APPROVALS". WHERE IS IT? |
| | |
| | 4- SOIL TEST REPORT FROM NUTTING ENGINEERS DATED MAY |
| | 2012 IDENTIFIES MUCK ON THE SOIL. ENGINEER (RICK |
| | WOHLFARTH) SUGGESTED OWNER (O.C. MOORE) DEEPER TEST |
| | BORING TO PROVIDE DEEP FOUNDATION RECOMMENDATIONS. MR. |
| | MOORE TOLD THE ENGINEER THAT HE WILL PERFORM A |
| | DEMUCKING OPERATION RATHER THAN PURSUING A DEEP |
| | FOUNDATION SYSTEM. ENGINEER ALSO TOLD TO THE OWNER THAT |
| | GIVEN THE CONDITIONS OF THE SITE THE DEEP FOUNDATION |
| | SYSTEM WAS RECOMMENDED RATHER THAN DEMUCKING. |
| | ***NOTE: OWNER NEEDS TO GET A PERMIT FOR DEMUCKING. |
| | NEED TO PROVIDE COMPLETE ENGINEERING REPORT FOR THE |
| | DEMUCKING PROCESS. SEC. 107.2.1.3 CITY AMENDMENTS TO |
| | FBC. DENSITY TEST DONE BY TESTING LAB OF THE PALM |
| | BEACHES, INC. DATED 6/13/12 WAS DONE TO A DEPTH OF |
| | 3'-0" ONLY. THERE IS NO INDICATION OF WHAT WAS DONE TO |
| | THE MUCK. OWNER STILL NEEDS TO ADDRESS THE MUCK ISSUE |
| | PER SOIL TEST REPORT RECOMMENDATIONS. (REPEAT COMMENT) |
| | ***ENGINEER OF RECORD RESPONSE LETTER SAID "PREPARING A |
| | REPORT TO ADDRESS THE EXISTING SOIL CONDITIONS ON SITE |
| | IN CONJUNCTION WITH PROPOSED RESIDENCE DESIGN, REPORT |
| | FORTHCOMING". PROVIDE REPORT. |
| | |
| | 5- ENGINEER OF RECORD TO REVIEW SOIL TEST REPORT. THE |
| | REPORT IDENTIFIES MUCK ON THE SOIL AND SPECIFIES THAT |
| | IF THE SITE IS PROPERLY PREPARED, THEN THE FOUNDATION |
| | SYSTEM SHOULD BE DESIGNED FOR AN ALLOWABLE SOIL BEARING |
| | PRESSURE OF 2,000 POUNDS PER SQUARE FOOT. THE REPORT |
| | ALSO RECOMMENDS A MINIMUM FOOTING WITH OF 16 INCHES. |
| | ENGINEER OF RECORD SPECIFIES 2500 SOIL BEARING CAPACITY |
| | AND THE WIDTH OF THE FOOTING IS 14 INCHES. ENGINEER OF |
| | RECORD TO ADDRESS THIS ISSUES BY REVISING PLANS |
| | ACCORDING TO RECOMMENDATIONS OR BY PROVIDING |
| | ENGINEERING ANALYSIS SHOWING WHY IS NOT REQUIRED TO |
| | FOLLOW REPORT RECOMMENDATIONS. SEC. 107.2.1.3 CITY |
| | AMENDMENTS TO FBC. (REPEAT COMMENT). |
| | *** ENGINEER OF RECORD RESPONSE LETTER SAID THE SAME AS |
| | FOR PREVIOUS COMMENT. PROVIDE REPORT. |
| | |
| | 6- PROVIDE HURRICANE SHUTTERS COMPLETE INSTALLATION |
| | SCHEDULE TO VERIFY COMPLIANCE WITH THE PRODUCT APPROVAL |
| | LIMITATIONS AND DESIGN PRESSURES REQUIRED BY SEC. |
| | R301.2.1.4.3 OF 2010 FBC-RESIDENTIAL. (REPEAT COMMENT. |
| | NOT ADDRESSED). |
| | |
| | 7- REVISE PROPOSED KEYNOTE #PN-31 ON SHEET A-1. GARAGE |
| | DOOR NOA 09-0604.05 WAS SUPERSEDED BY MIAMI-DADE AND |
| | WAS NOT THE NOA SUBMITTED BY THE CONTRACTOR. . SEE NOA |
| | SUBMITTED AND REVISE ACCORDINGLY. CURRENT NOA REQUIRED |
| | BY DCA RULE 9N-3. (REPEAT COMMENT. NOT ADDRESSED). |
| | ***ENGINEER OF RECORD RESPONSE LETTER SAID THAT SHEET |
| | A-1 WAS REVISED. THIS ITEM ON SHEET A-1 STILL SPECIFIES |
| | OLD NOA. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561)805-6712 |
