Date |
Text |
2002-09-18 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 @ |
| FRONT ELEVATION IS MASONRY AND THE TWO |
| SIDES ARE PARTIAL GABLE END TRUSSES. |
| CLARIFY HOW IS GABLE END WALL PUT |
| TOGETHER TO TRANSFER THE LOADS. SEE |
| SECTIONS 1604.2.4, 2105, 2107, 2117 & |
| 2313 FBC 2001. |
| 2-NEED RECORDED NOTICE OF COMMENCEMENT. |
| 3-REVISE ATTIC ACCESS SIZE. 36" MIN. NOT |
| 30". SEC. 2309.6 FBC 2001. |
| 4-34SH WINDOW DOESN'T PROVIDE 24" MIN. |
| CLEAR OPENING HEIGHT. SEC. 1005.4.4. |
| 5-PROVIDE COMPLETE/CORRECT INFORMATION |
| FOR STORM SHUTTERS. SEE PRODUCT APPRO- |
| VAL FOR LIMITATIONS. |
| 6-PROVIDE PRODUCT APPROVAL FOR SINGLE |
| ENTRY DOOR WITH SINGLE SIDELITE AS |
| SHOWN ON PLANS. |
| 7-PROVIDE UL LISTING AND COMPLETE SPECS |
| FOR ONE HR 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 REQ'D |
| 1 HR FIRE RATED GLASS BLOCK. |
| |
| 9-SPECIFY SPACING FOR SUPPORTS OF WWM |
| IN CONCRETE SLAB. SEC. 1909.3 FBC 2001 |
| 10-PROVIDE COMPLETE DETAIL AT RECESSED |
| WINDOWS TO ALLOW FOR STORM SHUTTERS |
| INSTALLATION. SEE STORM SHUTTERS |
| PRODUCT APPROVAL FOR LIMITATIONS. |
| SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| 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 |
| WHEN SIGNING IT. |
| 12-WALL SECTIONS NOTE #14 AND VENT CALCS |
| DON'T MATCH. REVISE AS REQUIRED. |
| 13-SHEET S-2:A) UPDATE NOTE #2: SEMCO |
| CONNECTOR. |
| B)UPDATE NOTE #3: REFER TO FBC 2001 FOR |
| 140 MPH, NOT ASCE 7-93. |
| C)CLARIFY WHY BLOCKING AT FRONT END IS |
| SHOWN ON PARTIAL GABLE END AND NOT ALL |
| THE WAY DOWN TO THE ENDS. SECTION |
| 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. LINTEL IS NOT |
| RESTING ON MASONRY COLUMN FOR CONTI- |
| NUOUS VERTICAL REINFORCEMENT. SECTION |
| 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 ENGI- |
| NEERING CALCS FOR DIFFERENT VALUES. |
| SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| 17-SEE PRODUCT APPROVAL FOR GARAGE DOORS |
| STRUCTURAL BUCK REQUIREMENTS. REVISE |
| DETAIL AS REQUIRED. |
| **SPECIFY 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 CLEARLY |
| KEY DETAILS AND SECTIONS THAT MATCH |
| SHEET THEY ARE REFERENCING TO. |
| 20-UPDATE GENERAL NOTE ON SHEET A-1: |
| REFER TO FPC 2001, NOT SPC 1994. |
| 21-SHEET A-3: REVISE SECTION THRU ENTRY |
| TO MATCH MASONRY CONSTRUCTION. |
| SEC. 2117 FBC 2001. |