| Date |
Text |
| 2005-09-27 00:00:00 | 1) FBC 1606.1.7WIND LOAD.THE PLANS |
| | SHALL STATE THE BASIC WIND SPEED, WIND |
| | IMPORTANCE FACTOR, WIND EXPOSURE |
| | CATEGORY, INTERNAL PRESSURE COEFFICIENT, |
| | AND EXTERIOR COMPONENT AND CLADDING |
| | DESIGN WIND PRESSURES.ADD THIS |
| | INFORMATION TO THE PLANS. |
| | |
| | 2) FBC. 1507.4.2.2 DECL SLOPE. CLAY AND |
| | CONCRETE ROOF TILE SHALL BE INSTALLED ON |
| | ROOF SLOPES OF 2 1/2 :12 OR GRATER. ALSO |
| | SEE FBC 1507.4.3.1FOR MIMIMUM |
| | UNDERLAYMENT. |
| | |
| | 3) THE UNDERLAYMENT SHALL BE |
| | MECHANICALLY FASTENED TO THE DECK. SEE |
| | THE INSTALLATION OF THE PRODUCT |
| | APPROVAL. (4.1). |
| | |
| | 4) DUE TO THE STRUCTURE OF THIS PROJECT |
| | THE CONSTRUCTION DOCUMENTS SHALL |
| | ILLUSTRATE,DESCRIBE,AND DELINEATE THE |
| | TYPE OF ROOFING SUSTEM,MATERIALS, |
| | FASTENINGS REQUIREMENTS, WIND RESISTANCE |
| | RATING THAT ARE REQUIRED TO BE |
| | INSTALLED.SEE WPB AMENDEMENTS104.2.1.1. |
| | |
| | 5)THE ATTATCHMENT FOR THESIMPSON |
| | "HUS26-2" IS FOR WOOD CONSTRUCTION, |
| | HOWEVER, THE PLANS SHOWS IT CONNECTING |
| | TO CONCRETE.CHOOSE A CONCRETE HANGER |
| | WHICH IS APPROPRIATE FOR THE CONNECTION. |
| | |
| | 6) THE PRODUCT APPROVAL NEEDS THE STATE |
| | COVER SHEETS. PRODUCT APPROVALS |
| | SUBMITTED WITH PERMIT APPLICATION AFTER |
| | OCTOBER 1, 2003 ARE REQUIRED TO COMPLY |
| | WITH THE FLORIDA PRODUCT APPROVAL |
| | SYSTEM. FOR INFORMATION PLEASE SEE THE |
| | STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG. |
| | |
| | |
| | BUILDING PLAN REVIEW |
| | MYRON JACOBS |
| | TEL: (561)805-6726 |
| | FAX: (561)659-8026 |
| | [email protected]. |
| | |
| | |
| | |
