| Date |
Text |
| 2007-10-18 10:49:08 | RESIDENTIAL ADDITION BUILDING REVIEW THIRD CHECKLIST. |
| | REVIEW UNDER EXISTING BUILDING 2004, FLORIDA |
| | RESIDENTIAL BUILDING CODE 2004 AND FBC 2004. |
| | |
| | 1- PLANS WERE REVISED. REVISE THE ENERGY CALCULATIONS |
| | AS REQUIRED TO MATCH NEW PROPOSED PLANS.SEC. 13-600 |
| | FBC 2004. |
| | |
| | 2- PROVIDE PRODUCT APPROVAL AS REQUIRED BY DCA RULE |
| | 9B-72 FOR: |
| | A) SINGLE HUNG WINDOWS. FLORIDAPRODUCT APPROVAL |
| | FL239 AND NOA 02-0719.05 DON'T CORRESPOND TO EACH |
| | OTHER.GO TO WWW.FLORIDABUILDING.ORG AND DOWNLOAD |
| | CORRESPONDING NOA THAT WAS SUBMITTED FOR APPROVAL. |
| | |
| | B) WOOD CONNECTORS NOA 02-0919.05 IS EXPIRED. |
| | |
| | C) ALL SIMPSON PRODUCT APPROVALS SPECIFIED ON ANCHOR |
| | SCHEDULE AND DETAILS. |
| | |
| | D) ENTRY DOOR WITH SIDELITE ASSEMBLY AS SHOWN ON |
| | PLANS. |
| | |
| | E) METAL ROOFING.TABLE A ON PAGE 3 OF 5 OF NOA |
| | 05-0331.01 SUBMITTEDINDICATES MAXIMUM DESIGN |
| | PRESSURES OF -55PSF IN ROOF FIELD AREA.THIS DOESN'T |
| | MEET THE DESIGN PRESSURES SHOWN ON TABLE R301.2(2) OF |
| | 2004 FLORIDA RESIDENTIAL CODE.DESIGNER MAY ELECT TO |
| | USE THE METAL ROOF FASTENER SPACING USED FOR PERIMETER |
| | AND CORNER AREAS OR PROVIDE CALCULATIONS SHOWINGNAIL |
| | FASTENER SPACING TO ENHANCE THE DESIGN PRESSURES IN |
| | FIELD AREA. PROVIDE RESPONSE IN WRITING IN THE |
| | CONSTRUCTION DRAWINGS. SEC. 106.1.2 CITY AMENDMENTS TO |
| | FBC 2004. |
| | |
| | F) ROOF TILE ADHESIVE. SEE TILE PRODUCT APPROVAL FOR |
| | LISTED ADHESIVES. (REPEAT COMMENT). |
| | |
| | 3- DESIGNER OF RECORD TO REVIEW AND APPROVE IN WRITING |
| | (NOT SIGNING AND SEALING. ARCHITECT CAN'T SIGN AND SEAL |
| | THE WORK OF ANOTHER PROFESSIONAL)ALL PRODUCT |
| | APPROVALS AS REQUIRED BY SEC. 106.3.3 CITY AMENDMENTS |
| | TO FBC 2004.DESIGNER MAY USETHE STANDARD SHOP |
| | DRAWINGS REVIEW STAMP.OR PROVIDE DESIGNER INFORMATION |
| | IN WRITING ALONG WITH THE REVIEW AND APPROVED LANGUAGE. |
| | (REPEAT COMMENT) |
| | ***NOTE: MAKE SURE ALL PRODUCT APPROVALS ARE APPROVED. |
| | |
| | 4- PROVIDE COMPLETE SPECS FOR BBQ GRILL TO BE INSTALLED |
| | IN THE PORCH AREA.SEC. 106.1.2 CITY AMENDMENTS TO FBC |
| | 2004. ARCHITECT'S RESPONSE LETTER STATED THAT THE GRILL |
| | WAS OMITTED, BUT DRAWINGS STILL SHOW THE GRILL. REVISE |
| | DRAWINGS AS REQUIRED OR PROVIDE COMPLETE GRILL'S |
| | INFORMATION. |
| | |
| | 5- CLEARLY SPECIFY ALL DEAD AND LIVE LOADS. INFORMATION |
| | ON SHEET S.1 AND S.3 DOESN'T MATCH.PROVIDE |
| | CALCULATIONS SHOWING HOW OBTAINING THE TC DEAD LOAD OF |
| | 07PSF?. SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | DESIGNER OF RECORD TO REVIEW SEC. R301.1,R301.4, |
| | R301.5,R301.6 AND R301.7 OF 2004 FLORIDA RESIDENTIAL |
| | CODE AND PROVIDE REQUIRED DESIGN INFORMATION AS |
| | REQUIRED. |
| | ALSO, CLARIFY INFORMATION GIVEN FOR ADDITIONAL LOADS ON |
| | SHEET S.3. WHERE ARE THE REFERENCE TABLES TAKEN FROM?. |
| | WHY ARE THERE NON-CONCURRENT BC LLOF 10PSF AND |
| | CONCURRENT BC STORAGE LL OF 20PSF.WHAT'S THE |
| | NON-CONCURRENT BC MOVING LL?.PROVIDE COMPLETE |
| | ENGINEERING ANALYSISAND DEMONSTRATE WHYAND WHEN |
| | THE LOADS ARE CONCURRENT OR NON CONCURRENT.SEC. |
| | 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | PLEASE RETURN REVIEWED SET AFTER CORRECTIONS ARE DONE |
| | TO EXPEDITE THE REVIEW PROCESS. |
| | |
| | 6- SOIL TEST REPORT SUBMITTED REQUIRES THE FOLLOWING: |
| | ENGINEERING FIRM CERTIFICATE THE AUTHORIZATION NUMBER |
| | IN ALL SHEETS AS REQUIRED BY SEC. 61G15-23.002 OF |
| | FLORIDA ADMINISTRATIVE CODE. (REPEAT COMMENT). |
| | |
| | 7- REVIEW AND REVISECOMPLETE LINTEL SCHEDULE.SOME |
| | SIZES OF LINTELSSPECIFIEDIS THE SAME SIZE AS THE |
| | OPENING. THIS IS NO GOOD BECAUSE LINTEL NEED TO HAVE |
| | 4"MIN. BEARING AT BOTH ENDS AS REQUIRED BYACI 530ASCE |
| | 5/TMS 402.SEC. R606.1 2004 FLORIDA RESIDENTIAL CODE. |
| | |
| | 8- PROVIDE SPECIFICATIONS FOR GARAGE DOORS LEADING TO |
| | THE EXERCISE AREA ND INTERIOR OF HOUSE AS REQUIRED BY |
| | SEC. R309.1 OF 2004 FLORIDA RESIDENTIAL CODE. |
| | |
| | 9- REVISE SIZE OF HOLES SPECIFIED FOR ALL CUSTOM MADE |
| | STEEL CONNECTORS FOR WOOD COLUMNS. THE HOLE SIZE CAN'T |
| | BE THE SAME SIZE DIAMETER AS THE SPECIFIED BOLT.SEC. |
| | 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | |
| | JULIO GOMEZ |
| | BUILDING PLANS EXAMINER |
| | (561)805-6712 |
