| Date |
Text |
| 2002-06-21 00:00:00 | BUILDING DENIED |
| | |
| | 1) THE OWNER/AGENT IS REQUIRED TO SIGN |
| | THE ENERGY CALC. FORM. AN ADDITIONAL |
| | COPY IS REQUIRED. |
| | |
| | 2) PROVIDE DETAILS FOR THE ATTACHMENT OF |
| | THE WINDOW AND DOOR BUCKS TO THE |
| | STRUCTURE. INDICATE THE FASTENER TYPE, |
| | SIZE, SPACING AND EMBEDMENT. PER FBC |
| | SEC. 1707.4.4.2 |
| | |
| | 3) INDICATE ON THE PLANS THAT TERMITE |
| | PROTECTION WILL BE PROVIDED PER FBC |
| | SEC. 1816. |
| | |
| | 4) THE WOOD USED FOR THE SCREENED PORCH |
| | SHALL BE APPROVED PRESERVATIVE TREATED |
| | WOOD SUITABLE FOR GROUND CONTACT. SEE |
| | FBC SECTION 2304. PLEASE INDCATE ON THE |
| | PLANS. |
| | |
| | 5) THE STRUCTURAL ENGINEER WHOSE TITLE |
| | BLOCK IS ON SHEET 3 IS REQUIRED TO SIGN |
| | AND SEAL THE STRUCTURAL PAGES OF THE |
| | PLANS. |
| | |
| | 6) PLEASE CLARIFY NOTE # 8 ON SHEET 3. |
| | THE INTERNAL PRESSURE COEFFICIENTS,GCPI |
| | FOR AN ENCLOSED BUILDING USING THE |
| | SIMPLIFIED METHOD IS + 0.18 AND - 0.18. |
| | |
| | 7) NOTE #9 ON SHEET 3, STATES THAT THE |
| | OPENINGS ARE TO BE IMPACT RESISTANT. |
| | PLEASE CLARIFY. THE PRODUCT APPROVALS |
| | SUBMITTED INDICATE NON-IMPACT RESISTANT |
| | GLAZING AND STORM PANELS. |
| | |
| | 8) PROVIDE A KEY PLAN AND INSTALLATION |
| | SCHEDULE FOR STORM PANELS (2 COPIES) |
| | |
| | 9)PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR: |
| | - SINGLE HUNG WINDOW |
| | - EXTERIOR INSWING DOOR AT UTILITY ROOM |
| | |
| | 10) THE POSITIVE OPENING PRESSURE LISTED |
| | ON THE PLANS EXCEEDS THE POSITIVE DESIGN |
| | PRESSURE IN THE PRODUCT APPROVAL FOR THE |
| | AWNING WINDOWS. (PLAN HAS +38.3 AND THE |
| | PRODUCT APPROVAL IS RATED FOR +36.7) |
| | |
| | 11) THE GLASS BLOCK OPENINGS WHICH ARE |
| | BOTH IN HAZARDOUS LOCATIONS ARE REQUIRED |
| | TO HAVE A MINIMUM FACE THICKNESS OF 0.25 |
| | INCH. |
| | |
| | IF YOU HAVE ANY QUESTIONS PLEASE CALL: |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |