| Date |
Text |
| 2002-08-29 00:00:00 | BUILDING REVIEW APPROVED WITH PROVISO: |
| | 1-PROVIDE ENGINEERING ANALYSIS/CALCS FOR |
| | EXTERIOR MASONRY WALL WITH VERTICAL |
| | REINFORCEMENT AT 8'-0"O.C. TIED TO THE |
| | SINGLE BOND BEAM TO CLARIFY FOR LATE- |
| | RAL STABILITY (SEC. 2105 FBC 2001) AND |
| | LATERAL SUPPORT (SEC. 2107 FBC 2001). |
| | 2-PROVIDE COMPLETE DETAILS/SPECS FOR |
| | INSTALLATION OF GABLE END TRUSSES AT |
| | FRONT ELEVATION.SEE SEC. 2313 FBC. |
| | **CLARIFY WHY BLOCKING AT FRONT GABLES |
| | IS SHOWN PARTIALLY AND NOT ALL THE WAY |
| | DOWN TO THE ENDS. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | 3-SHEET S2: CONNECTOR RT820 ON NOTE #2 |
| | IS NOT DONE BY USP. REVISE AS REQ'D. |
| | 4-COLUMNS SPECIFIED ON ELEVATION A OF S2 |
| | DON'T MATCH FOUNDATION PLAN. REVISE. |
| | 5-WHERE IS SEC. 1/S2?. SEE ROOF PLAN. |
| | 6-ENERGY CALCULATIONS SUBMITTED ARE |
| | MISSING BOTTOM OF PAGE. PROVIDE TWO |
| | COPIES & OWNER/AGENT TO SIGN AND DATE. |
| | 7-PROVIDE COMPLETE/CORRECT INFORMATION |
| | FOR STORM SHUTTERS UNDER A SEPARATE |
| | PERMIT. CITY IMPLEMENTATION STANDARD |
| | FOR HURRICANE MISSILE IMPACT PROTECT'N |
| | **PRODUCT APPROVAL SUBMITTED REQUIRES |
| | ENGINEER TO SIGN AND SEAL THE DRAWINGS |
| | AND PROVIDE ADDITIONAL ENGINEERING FOR |
| | CERTAIN MOUNTING CONDITIONS. |
| | **ALSO, VERIFY THAT KEY PLAN AND INSTA- |
| | LLATION SCHEDULE MATCH DWGS SUBMITTED. |
| | 8-PROVIDE 2X STRUCTURAL BUCK DETAIL FOR |
| | ARCHED WINDOW. |
| | **DETAIL PROVIDED FOR ARCHED OPENINGS |
| | DOESN'T APPLY BECAUSE 1X BUCK WILL NOT |
| | SUPPORT THE WINDOW. |
| | **NEED DETAIL FOR FRAMED OPENING AND |
| | MASONRY WALL. SEE EXT. ELEVATIONS. |
| | 9-PROVIDE GENERAL SPECIFICATIONS FOR |
| | FIREBLOCKING AT ALL CONCEALED SPACES. |
| | SEE SEC. 2305.1.4 FBC 2001. |
| | 10-SEE PRODUCT APPROVAL FOR GARAGE DOOR |
| | BUCK REQUIREMENTS AND REVISE DETAIL AS |
| | REQUIRED. |
| | 11-WINDOW E IN BATHROOM #2 IS REQUIRED |
| | TO HAVE SAFETY GLASS. SEC. 2405.2 FBC. |
| | 12-UPDATE TRUSS CONNECTOR TO MATCH USP |
| | ENGINEERED CALCULATIONS. PROVIDE |
| | ENGINEERING CALCS FOR LOADS DIFFERENT |
| | THAN THOSE SPECIFIED BY USP. |
| | **NOTE: NEED 1 3/4" PENETRATION INTO THE |
| | WOOD MEMBER WHEN USING 10D NAILS. |
| | 13-PROVIDE COMPLETE DETAILS AND SPECS |
| | FOR INSTALLATION OF PRECAST LINTELS AT |
| | REAR PORCH. SPECIFY HOW IS COLUMN RE- |
| | INFORCEMENT CONNECTED TO THE LINTEL |
| | AND HOW ARE THE LINTELS TIED ONE |
| | ANOTHER TO ACHIEVE THE CONTINUITY OF |
| | THE BEAM AT THE PORCH AREA. AND HOW IS |
| | THE LINTEL ATTACHED TO MASONRY WALL. |
| | SEC. 104.2.1.2 CITY AMENDMENTS. |
| | 14-REVISE LINTEL SCHEDULE TO MATCH THE |
| | OPENINGS SHOWN ON FOUNDATION PLAN. |
| | EG: CHECK DIMENSIONS AT REAR PORCH. |
| | **WHY IS CENTER LINTEL L-11 @ REAR PORCH |
| | LOCATED AT 12'-0"?. |
| | **CLARIFY WHAT IS 8F20-1B SPECIFIED ON |
| | LINTEL # L-17. |
| | 15-PROVIDE DETAILS & SPECS FOR PRIVACY |
| | WALL AT FRONT AND ZERO LOT LINE SIDE. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 16-PROVIDE PRODUCT APPROVAL FOR: |
| | A)DOUBLE FRENCH DOORS WITH SIDELITES |
| | SINGLE ASSEMBLY AS SHOWN ON PLANS. |
| | B)GARAGE DOORS |
| | 17-SHEET A-2: KEY NOTE #4 DOESN'T APPLY |
| | FOR FRAMING AT ARCHED OPENINGS. |
