| Date |
Text |
| 2002-08-22 00:00:00 | BUILDING PLAN REVIEW |
| | *******DENIED******* |
| | |
| | 1) INDICATE THE APPROPRIATE INTERNAL |
| | PRESSURE COEFFICIENT ON THE PLANS AS |
| | REQUIRED BY 2001 FBC 1606.1.7. (FOR AN |
| | ENCLOSED STRUCTURE IT IS + OR - .18, SEE |
| | ASCE 7-98) |
| | |
| | 2) PROVIDE UL LISTING AND MANUFACTURER'S |
| | SPECIFICATIONS FOR A ONE HOUR FIRE RATED |
| | GLASS BLOCK ASSEMBLY. |
| | |
| | 3) REVISE BUCK DETAIL FOR EXTERIOR DOOR |
| | ON A-3 TO CORRESPOND WITH DOOR PRODUCT |
| | APPROVAL. THE PRODUCT APPROVAL SUBMITTED |
| | REQUIRES 2X BUCKS FOR THE FULL WIDTH OF |
| | THE JAMB. NOTE: THE PRODUCT APPROVAL |
| | SUBMITTED IS NOT FOR A SINGLE DOOR WITH |
| | A SIDELITE AS INDICATED ON THE PLANS. |
| | |
| | 4) PROVIDE DETAILS/SPECS FOR CEILING |
| | INSTALLATIONS AT ENTRY AND REAR PORCH. |
| | SPECIFY THE CEILING MATERIAL THAT WILL |
| | BE USED. SEE ASTM C 1063 FOR REQUIRED |
| | FASTENERS AND METAL LATH, FOR STUCCO |
| | APPLICATION. |
| | |
| | 5) PROVIDE DETAIL OF ASSEMBLY OF BUILT- |
| | UP POST,(3) 2X4, USED TO CARRY TRUSS |
| | GIRDER. INDICATE FASTENERS AND SPACING |
| | USED TO JOIN 2X4S. INDICATE CONNECTIONS |
| | AT TOP AND BOTTOM OF 2X COLUMN TO |
| | ACHIEVE CONTINOUS LOAD PATH. |
| | |
| | 6) ITEM #14 UNDER 'SECTION & DETAILS KEY |
| | NOTES' ON A-3 INDICATES THAT VENTS ARE |
| | ONLY REQUIRED FOR ATTIC SPACE ABOVE |
| | LIVING AREA. ALL ATTIC SPACE IS REQUIRED |
| | TO BE VENTED PER 2001 FBC 1203.1.3 AND |
| | 2309.6. PLEASE REVISE. |
| | |
| | 7) THE REQUIRED FASTNER SPACING FOR THE |
| | ROOF SHEATHING IS INCORRECT ON SHEETS |
| | GN-1 AND S-2 OF THE PLANS. THE CORRECT |
| | SPACING IS 6"O.C.EDGES AND 6"O.C. |
| | INTERMEDIATE IN ZONES 1 & 2 AND 4"O.C. |
| | EDGES AND 6"O.C. INTERMEDIATE IN ZONE 3. |
| | SEE NOTES ON PLAN AND ATTACHED COPY OF |
| | REVISED TABLE 2306.1 FROM CITY OF WPB |
| | AMENDMENTS TO THE 2001 FBC. PLEASE |
| | CORRECT. |
| | |
| | 8) SECTION 1 ON S-2 INDICATES A 2X6 WOOD |
| | FRAME WALL AT THE FRONT ENTRY AND |
| | SECTION A-A ON A-3 SHOWS MASONRY |
| | CONSTRUCTION. PLEASE CLARIFY AND PROVIDE |
| | A DETAIL INDCATING THE CONTINOUS LOAD |
| | PATH. |
| | |
| | 9) THE ROOF UPLIFT PRESSURES DIAGRAM ON |
| | S-2 SHOWS A GABLE ROOF AT THE ENTRY AND |
| | A HIP ROOF AT BEDROOM #2 AND THE FRONT |
| | ELEVATION ON A-2A SHOWS A HIP AT THE |
| | ENTRY AND GABLE AT BEDROOM #2. THE ROOF |
| | FRAMING PLAN ON S-2 HAS A GABLE AT THE |
| | ENTRY AND A GABLE AT BED ROOM #2. PLEASE |
| | REVISE SO THAT ALL DRAWINGS ARE |
| | CONSISTENT. |
| | |
| | 10) SHEET S-2 INDICATES THE WOOD FRAME |
| | BEARING WALLS AT THE GALLERY TO BE 10'HT |
| | AND S-1 & A-1 SHOW IT TO BE 12' A.F.F. |
| | |
| | 11) PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR: |
| | - ENTRY DOOR WITH ONE SIDELITE AS SHOWN |
| | ON PLANS (THE ONE SUBMITTED IS FOR DOORS |
| | WITHOUT SIDELITES) |
| | - STRUCTURAL MULLIONS THAT CAN BE |
| | INSTALLED HORIZONTALLY (ONE SUBMITTED IS |
| | LIMITED TO VERTICAL INSTALLATION) |
| | - ARCHED TOP FIXED GLASS WINDOWS (NOT |
| | COVERED BY THE APPROVAL SUBMITTED FOR |
| | THE RECTANGULAR FIXED GLASS WINDOWS) |
| | - SLIDING GLASS DOOR AND TRANSOM |
| | ASSEMBLY (MULLION USED TO CONNECT DOOR |
| | WITH TRANSOM MUST BE TESTED AND APPROVED |
| | FOR USE WITH SLIDING GLASS DOOR) |
| | |
| | 12)PROVIDE (2) PRODUCT APPROVALS, KEY |
| | PLANS AND INSTALLATION SCHEDULES |
| | INDICATING THE SPECIFIC TYPES OF ANCHORS |
| | TO BE USED FOR STORM PANELS. |
| | |
| | 13) PROVIDE ADDITIONAL COPIES OF SOIL |
| | REPORT AND ENERGY CALCULATIONS. TWO SETS |
| | OF DOCUMENTS ARE REQUIRED. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
