Date |
Text |
2002-09-19 00:00:00 | CHECKLIST: |
| 1-PROVIDE ENGINEERING ANALYSIS/CALCS AND |
| COMPLETE SECTIONS/DETAILS/SPECS FOR |
| DESIGN OF GABLE END AT FRONT ELEVATION |
| CONSIDERING THAT CENTER OF GABLE END |
| IS MASONRY AND THE TWO SIDES ARE WOOD |
| TRUSSES. CLARIFY HOW IS THE WALL PUT |
| TOGETHER TO TRANSFER ALL LOADS. SEE |
| SECTIONS 1604.2.4, 2105, 2107, 2117 & |
| 2313 FBC 2001. |
| 2-NEED RECORDED N.O.C. |
| 3-REVISE ATTIC ACCESS SIZE. NEED 36" MIN |
| NOT 30". SEC. 2309.6 SBC 2001. |
| 4-34SH WINDOW DOESN'T PROVIDE 24" MIN. |
| CLEAR HEIGHT OPENING. SEC. 1005.4.4 |
| 5-PROVIDE COMPLETE/CORRECT INFORMATION |
| FOR STORM SHUTTERS. **NOTE: SEE LIMI- |
| TATIONS ON PRODUCT APPROVAL. |
| 6-PROVIDE PRODUCT APPROVAL FOR SINGLE |
| ENTRY DOOR WITH SINGLE SIDELITE AS |
| SHOWN ON PLANS. |
| 7-PROVIDE UL LISTING AND COMPLETE SPECS |
| FOR ONE HOUR FIRE RATED GLASS BLOCK |
| ASSEMBLY REQUIRED BY TABLE 600 FBC. |
| **NOTE: GLASS BLOCK TO BE SAFETY GLASS |
| IF UNIFORM FACE THICKNESS IS LESS THAN |
| 0.25". SEC. 2405.2.2 FBC 2001. |
| 8-REVISE GLASS BLOCK ASSEMBLY DETAIL TO |
| MATCH UL SPECIFICATIONS SUBMITTED. |
| **REVISE WINDOW SCHEDULE: SPECIFY ONE HR |
| FIRE RATED GLASS BLOCK ASSEMBLY. |
| 9-SPECIFY SPACING FOR WWM SUPPORTS IN |
| CONCRETE SLAB. SEC. 1909.3 FBC 2001. |
| 10-PROVIDE COMPLETE STRUCTURAL DETAIL |
| FOR RECESSED WINDOWS TO ALLOW FOR |
| STORM SHUTTERS INSTALLATION. ***NOTE: |
| SEE STORM SHUTTERS PRODUCT APPROVAL |
| FOR LIMITATIONS. |
| 11-ENERGY CALCULATIONS: |
| A)REVISE UNDER ATTIC AREA. SEE SECTION |
| 602.1.ABC.1.2 CHAPTER 13 FBC 2001. |
| B)OWNER/AGENT TO DATE BOTTOM OF FORM. |
| 12-WALL SECTIONS NOTE #14 AND VENT CALCS |
| DON'T MATCH. REVISE AS REQUIRED. |
| 13-SHEET S-2: A)UPDATE NOTE #2: SEMCO |
| CONNECTOR IS NO LONGER IN THE INDUSTRY |
| B)UPDATE NOTE #3: REFER TO FBC 2001 FOR |
| 140MPH, NOT ASCE 7-93 FOR 110MPH. |
| C)CLARIFY WHY BLOCKING AT FRONT GABLE |
| END IS SHOWN PARTIALLY AND NOT ALL THE |
| WAY DOWN TO THE ENDS. SEC. 104.2.1.2 |
| CITY AMENDMENTS TO FBC 2001. |
| 14-SHEET S-1:A) CLARIFY DIMENSION OF |
| 4'-1 1/2" ON SECTION 5. |
| B)PROVIDE INSTALLATION DETAIL FOR LINTEL |
| L-7 AT FRONT PORCH SHOWING CONTINUOUS |
| VERTICAL REINFORCEMENT. SEC. 104.2.1.2 |
| CITY AMENDMENTS TO FBC 2001. |
| C)REVISE LINTEL SCHEDULE TO MATCH PLANS. |
| CHECK SIZES AND LINTEL SPECIFIED. |
| 15-IDENTIFY ROOF ZONES ON ROOF FRAMING |
| PLAN. TABLE 2306.1 CITY AMENDMENTS. |
| 16-REVISE TRUSS ANCHOR SCHEDULE TO MATCH |
| USP PUBLISHED VALUES. PROVIDE ENGINEE- |
| RING CALCS FOR DIFFERENT VALUES. SEC. |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| 17-SEE GARAGE DOOR PRODUCT APPROVAL FOR |
| STRUCTURAL BUCK REQUIREMENTS. REVISE |
| DETAIL AS REQUIRED. |
| **SPECIFY SIZE OF WASHER. |
| 18-UPDATE FOUNDATION NOTE ON SHEET C-1: |
| NEED 0.006 MIL VISQUEEN MIN. SECTION |
| 1909.2 FBC 2001. |
| 19-REVIEW ALL FLOOR PLANS AND MAKE SURE |
| KEYED DETAILS/SECTIONS MATCH THOSE |
| SHOWN ON THE OTHER SHEETS. |
| 20-UPDATE GENERAL NOTE ON SHEET A-1: |
| REFER TO FPC 2001, NOT SPC 1994. |
| 21-SHEET A-3: REVISE SECTION THRU ENTRY |
| PORCH TO MATCH MASONRY GABLE END SPECS |
| SEE SEC. 2117 FBC 2001. |