| Date |
Text |
| 2002-08-29 00:00:00 | 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 CHECK FOR |
| | LATERAL STABILITY (SEC. 2105 FBC 2001) |
| | AND LATERAL SUPPORT (SEC. 2107 FBC). |
| | 2-PROVIDE COMPLETE DETAILS AND SPECS FOR |
| | CONSTRUCTION OF GABLE END TRUSSES AT |
| | FRONT OF ELEVATION SHOWING HOW ARE THE |
| | GABLE ENDS STRUCTURALLY CONTINUOUS. |
| | **NOTE: CLARIFY WHY BLOCKING AT FRONT |
| | GABLE ENDS IS SHOWN ONLY PARTIALLY AND |
| | NOT ALL THE WAY TO THE ENDS OF GABLE |
| | ENDS. SEC. 104.2.1.2 CITY AMENDMENTS |
| | TO FBC 2001. |
| | 3-SHEET S2:A)CONNECTOR RT820 IS NOT DONE |
| | BY USP. REVISE AS REQUIRED. SEMCO IS |
| | OUT OF BUSINESS. |
| | B)REVISE NOMENCLATURE FOR DETAIL A/S-2.3 |
| | THERE IS NOT SHEET S-2.3. |
| | C)COLUMNS SPECIFIED ON "ELEVATION A" |
| | DON'T MATCH THOSE SPECIFIED ON THE |
| | FOUNDATION PLAN. REVISE AS REQUIRED. |
| | D)WHERE IS SECTION 1/S2? SEE ROOF PLAN. |
| | 4-REVISE ENERGY CALCULATIONS: |
| | A)UNDER ATTIC AREA TO BE CALCULATED AS |
| | REQ'D BY SEC. 602.1ABC.1.2 OF CHAPTER |
| | 13 OF FBC 2001. |
| | B)OWNER/AGENT TO DATE BOTTOM FORM TOO. |
| | 5-PROVIDE COMPLETE/CORRECT INFORMATION |
| | FOR STORM SHUTTERS UNDER A SEPARATE |
| | PERMIT. CITY IMPLEMENTATION STANDARD |
| | FOR HURRICANE MISSILE IMPACT PROTECT'N |
| | **NOTE: ENGINEER OF PRODUCT APPROVAL |
| | SUBMITTED REQUIRES ORIGINAL SIGNED AND |
| | SEALED DRAWINGS. ALSO, LIMITATIONS ON |
| | THE PRODUCT APPROVAL REPORT REQUIRES |
| | ADDITIONAL ENGINEERING FOR SPECIFIC |
| | MOUNTING CONDITIONS. SEE LIMITATIONS |
| | ON SHEET 4 OF 4. |
| | **NO KEY PLAN AND INSTALLATION SCHEDULE |
| | WERE SUBMITTED IN THIS PACKAGE. |
| | 6-PROVIDE STRUCTURAL BUCK DETAIL FOR |
| | ARCHED WINDOW USING 2X BUCK. |
| | **NOTE: FRAMING DETAIL FOR ARCHED OPEN'G |
| | DOESN'T APPLY FOR INSTALLATION OF |
| | WINDOWS/DOORS BECAUSE BUCK SHOWN DOES |
| | NOT HAVE THE THICKNESS REQUIRED TO |
| | SUPPORT THE WINDOW/DOOR. |
| | **NOTE: NEED DETAIL FOR MASONRY AND WOOD |
| | INSTALLATION. SEE ELEVATION. |
| | 7-PROVIDE GENERAL SPECIFICATIONS FOR |
| | FIREBLOCKING AT ALL CONCEALED SPACES |
| | AS REQUIRED BY SEC. 2305.1.4 FBC 2001. |
| | 8-SEE PRODUCT APPROVAL FOR GARAGE DOOR |
| | STRUCTURAL BUCK SPECIFICATIONS AND |
| | REVISE DETAIL AS REQUIRED. |
| | 9-PROVIDE MORE LEGIBLE DRAWINGS FOR |
| | GARAGE DOORS. |
| | 10-WINDOW E IN BATHROOM #2 IS REQUIRED |
| | TO HAVE SAFETY GLASS. SEC. 2405.2 FBC |
| | 11-WHERE IS DETAIL A/S2? |
| | 12-UPDATE TRUSS ANCHOR SCHEDULE. |
| | **NOTE A)NEED 1 3/4" PENETRATION INTO |
| | THE WOOD MEMBER IF USING 10D NAILS. |
| | **PROVIDE ENGINEERING CALCULATIONS FOR |
| | VALUES NOT SHOWN IN USP CATALOGUE. |
