| Date |
Text |
| 2006-03-14 00:00:00 | BUILDING REVIEW CHECKLIST: |
| | 1- ARCHITECT WAS ASKED TO REVIEW AND |
| | APPROVE (TYPICALLLY THIS IS DONE BY |
| | USING THE REVIEWED AND APPROVED STAMP), |
| | NOT SIGN AND SEAL THE PRODUCT APPROVALS. |
| | SEC. 106.3.3 CITY AMENDMENTS TO FBC |
| | 2004. RE-SUBMIT CLEAN COPIES OF ALL THE |
| | PRODUCT APPROVALS WITHOUT THE |
| | ARCHITECT'S SEAL. INSTEAD ARCHITECT TO |
| | USE THE STANDARD REVIEW STAMP. |
| | ARCHITECT IS NOT ALLOWED TO SIGN AND |
| | SEAL THE PRODUCT APPROVALS, SINCE HE'S |
| | NOT THE DESIGNER. |
| | |
| | 2- PROVIDE PRODUCT APPROVAL FOR 6'X8' |
| | GARAGE DOOR THAT MEETS THE DESIGN |
| | PRESSSURES CALCULATED BY THE ARCHITECT. |
| | |
| | 3- PROVIDE COMPLETE SPECS FOR ONE HOUR |
| | FIRE RATED DOOR AT ATRIUM AS SPECIFIED |
| | ON ARCHITECT'S PLANS. |
| | |
| | 4- NEED RECORDED NOTICE OF COMMENCEMENT. |
| | |
| | 5- PROVIDE FLORIDA OR LOCAL PRODUCT |
| | APPROVAL FOR ALL STRUCTURAL CONNECTORS |
| | SPECIFIED ON PLANS AS REQUIRED BY RULE |
| | 9B-72 DEPARTMENT OF COMMUNITY AFFAIRS. |
| | SEE PLANS AND DETAILS TO FIND ALL |
| | CONNECTORS SPECIFIED ON PLANS. |
| | |
| | 6- PROVIDE TWO COPIES OF THE SAME DADE |
| | COUNTY NOA SUBMITTED FOR 2" WINDOW |
| | MULLION FOR FLORIDA PRODUCT APPROVAL. |
| | SEE WEBSITE WWW.FLORIDABUILDING.ORG TO |
| | DOWNLOAD SPECIFIC NOA SUBMITTED. |
| | |
| | 7- DRAWING A-2.0: A) UPDATE NOTE #11. |
| | SEE 2004 RESIDENTIAL CODE. |
| | B) SPECIFY SIZE FOR ATTIC ACCESS BY |
| | MASTER BEDROOM CLOSET. SEC. R807 2004 |
| | RESIDENTIAL CODE. |
| | C) UPDATE CEILING NOTES. SEE R703.6 |
| | 2004 RESIDENTIAL CODE. |
| | |
| | 8- DRAWING A-5.0: A) CONNECTOR D |
| | SPECIFIED ON ROOF FRAMING PLAN IS A WOOD |
| | TO WOOD CONNECTOR. NEED WOOD TO MASONRY |
| | CONNECTOR. SEE PLANS AND REVISE AS REQ'D |
| | B) DETAIL 2: REVISE NUMBER OF MICROLAM |
| | BEAMS. SEE ROOF FRAMING PLAN. |
| | C) DETAIL 4 AND 5: SEE CATALOGUE FOR |
| | CORRECT SIZE OF CONNECTOR AND SPECIFIC |
| | SIZE AND TYPE OF ANCHOR TO BE USED. |
| | REVISE AS REQUIRED. |
| | D) SPECIFY CALCULATED UPLIFT LOADS FOR |
| | REAR PORCH BEAM ENDS USING CONNECTORS ON |
| | DETAIL 4 AND 5. SEE PLANS. |
| | E) SPECIFY CALCULATED UPLIFT LOADS FOR |
| | GIRDER TRUSS THAT IS SUPPORTING GIRDER |
| | TRUSSES AT ENTRY AREA. SEE PLANS. |
| | F) SPECIFY CALCULATED UPLIFT LOADS FOR |
| | GIRDER TRUSS BY KITCHEN DESK. SEE PLANS. |
| | G) SPECIFY CALCULATED UPLIFT LOADS FOR |
| | GIRDER TRUSS ABOVE BREAKFAST AREA AND |
| | NEXT TO GIRDER TRUSS NAMED ON ITEM E) |
| | ABOVE. SEE PLANS FOR COMMENTS. |
| | H) ROOF FRAMING PLAN AT ENTRY AREA HAS |
| | TWO DIFFERENT DETAILS 4/D1 AND 7/A-5. |
| | PROVIDE ONLY THE DETAIL THAT APPLIES FOR |
| | THE ACTUAL CONSTRUCTION. AND MAKE SURE |
| | CORRECT TRUSS CONNECTOR IS SPECIFIED. |
| | I) DETAIL 9/A-5 SHOWN ON ROOF FRAMING |
| | PLAN BY THE ENTRY AREA DOESN'T APPLY TO |
| | THIS JOB. REVISE AS REQUIRED. |
| | |
| | 9- DRAWING D-1: A) REVISE SECTION |
| | SPECIFIED ON TYPICAL WALL SECTION FOR |
| | TERMITE PROTECTION. SEE 2004 FLORIDA |
| | RESIDENTIAL CODE FOR CORRECT SECTION. |
| | B) DETAIL 5: HETA 20 CONNECTOR IS |
| | SHOWN AS ATTACHED TO BEAM. SEE CATALOGUE |
| | FOR PROPER HETA INSTALLATION AND REVISE |
| | AS REQUIRED. |
| | C) SPECIFY SPACING REQUIRED FOR HETA |
| | 20 SPECIFIED ON DETAIL 5. |
| | D) WOOD ARCH FRAMING DETAILS DON'T |
| | MATCH DETAILS SHOWN FOR ENTRY. SEE ROOF |
| | FRAMING PLAN. REVISE AS REQUIRED. |
| | E) GLASS BLOCK DETAIL NOTE SAYS "GLASS |
| | BLOCK SHALL CONFORM TO SBC 2704.10". |
| | UPDATE NOTE AS REQUIRED. SEE 2004 |
| | RESIDENTIAL CODE. |
| | F) ONE AND TWO FAMILY DWELLINGS DON'T |
| | REQUIRE HANDICAPPED TOILET FIXTURES. |
| | REVISE/CLARIFY NOTE AS REQUIRED. |
| | |
| | 10- DRAWINGS D-2 AND D-3 HAVE THE TITLE |
| | BLOCK OF MCCARTHY AND ASSOCIATES INC. |
| | CONSULTING ENGINEER'S. ENGINEER |
| | RESPONSIBLE FOR THESE DRAWINGS TO |
| | PROVIDE ALL HIS INFORMATION AND TO SIGN |
| | AND SEAL DRAWINGS AS REQUIRED BY CHAPTER |
| | 471 FLORIDA STATUTES AND FLORIDA |
| | ADMINISTRATIVE CODE. |
| | |
| | 11- DRAWINGS D-1 AND D-3 HAVE DIFFERENT |
| | DETAILS FOR GARAGE DOOR STRUTURAL BUCK |
| | ANDDOORS AND WINDOWS STRUCTURAL BUCKS. |
| | PROVIDE ONLY THE ACTUAL DETAILS THAT |
| | APPLY TO THIS PROJECT. |
| | |
| | 12- ENERGY CALCULATIONS NEED TO BE DONE |
| | FOR WORST CASE SCENARIO OR BE SPECIFIC |
| | TO THE ACTUAL ORIENTATION OF THE HOUSE. |
| | INFORMATION SUBMITTED IS NOT FOR WORST |
| | CASE SCENARIO AND IT DOESN'T MATCH |
| | ACTUAL ORIENTATION OF HOUSE. SEE SURVEY |
| | AND REVISE AS REQUIRED. |
| | PROVIDE CORRECT CALCULATIONS. |
| | |
| | 13- ARCHITECT TO SPECIFY ROOF TILE |
| | FASTENING AS REQUIRED BY SEC. 106.1.1.2 |
| | CITY AMENDMENTS TO FBC 2004. |
| | |
| | 14- PLEASE RETURN REVIEWED SET AFTER |
| | CORRECTIONS ARE DONE TO ORIGINAL |
| | DRAWINGS TO EXPEDITE REVIEW PROCESS. |
| | |
| | JULIO GOMEZ |
| | BUILDING PLANS EXAMINER |
| | (561)805-6712 |
