| 2002-08-23 00:00:00 | CHECKLIST: |
| | 1-PROVIDE ENGINEERING ANALYSIS/CALCS AND |
| | COMPLETE SECTIONS/DETAILS/SPECS FOR |
| | DESIGN OF GABLE END AT FRONT ELEVATION |
| | CONSIDERING THAT THE CENTER OF GABLE |
| | IS MASONRY & ENDS ARE WOOD TRUSSES. |
| | HOW IS THE GABLE END WALL PUT TOGETHER |
| | TO TRANSFER ALL LOADS. SEE SECTIONS |
| | 1606.2.4, 2117 AND 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 HT. OPENING. SEC. 1005.4.4 FBC. |
| | 5-PROVIDE SOIL TEST REPORT. |
| | 6-PROVIDE COMPLETE/CORRECT INFORMATION |
| | FOR STORM SHUTTERS OR SEPARATE PERMIT |
| | REQUIRED. |
| | 7-PROVIDE PRODUCT APPROVAL FOR SINGLE |
| | ENTRY DOOR W/ SIDELITE SINGLE ASSEMBLY |
| | AS SHOWN ON PLANS. |
| | 8-PROVIDE STRUCTURAL DETAIL FOR 2X BUCK |
| | AS REQ'D BY MULLION PRODUCT APPROVAL. |
| | OR PROVIDE SPECS FOR ALTERNATE SYSTEM. |
| | SEE PRODUCT APPROVAL FOR INSTALLATION. |
| | 9-PROVIDE UL LISTING AND COMPLETE SPECS |
| | FOR ONE HR FIRE RATED GLASS BLOCK |
| | ASSEMBLY REQUIRED BY TABLE 600 FBC. |
| | A)NOTE: GLASS BLOCK TO BE SAFETY GLASS |
| | IF UNIFORM FACE THICKNESS IS LESS THAN |
| | 0.25". SEE SEC. 2405.2.2 FBC 2001. |
| | B)NOTE: GLASS BLOCK ASSEMBLY TO BE ONE |
| | HR FIRE RATED, NOT 45". TABLE 600 FBC. |
| | C)REVISE GLASS BLOCK DETAIL TO MATCH UL |
| | SPECIFICATIONS FOR ONE HR ASSEMBLY. |
| | 10-SPECIFY SUPPORTS AND SPACING FOR WWM |
| | IN CONCRETE SLAB. SEC. 1909.3 FBC 2001 |
| | 11-PROVIDE COMPLETE DETAIL AT RECESSED |
| | WINDOWS TO ALLOW FOR STORM SHUTTERS |
| | INSTALLATION. |
| | **NOTE: SEE PRODUCT APPROVAL FOR TRACK |
| | TO BE USED AND CONSIDER THE GLASS |
| | SEPARATION AND EDGE DISTANCE FOR |
| | APPROVED INSTALLATION. |
| | 12-ENERGY CALCULATIONS: |
| | A)REVISE UNDER ATTIC AREA. SEE SECTION |
| | 602.1.ABC.1.2 CHAPTER 13 FBC 2001. |
| | B)OWNER/AGENT TO SIGN AND DATE FORM. |
| | 13-WALL SECTIONS NOTE #14 AND VENT CALCS |
| | SIZE & SPACING DON'T MATCH. REVISE. |
| | 14-SHEET S2: UPDATE NOTE #3. DESIGN TO |
| | BE UNDER FBC 2001 FOR 140MPH, NOT ASCE |
| | 7-93 FOR 110MPH. |
| | 15-SHEET S1: CLARIFY DIMENSION OF |
| | 4'-1 1/2" ON SECTION 5. |
| | 16-IDENTIFY ON PLANS ROOF ZONE 3 SHOWN |
| | DIAPHRAGM SCHEDULE ON SHEET S2. |
| | 17-SHEET S1: REVISE LINTEL SCHEDULE TO |
| | MATCH PLANS. CHECK SIZE OF OPENINGS |
| | & LINTEL #. EG: SEE L-7 AND L-19. |
| | 18-REVISE TRUSS ANCHOR SCHEDULE. UPLIFT |
| | LOADS AND LATERAL LOADS TO MATCH USP |
| | SPECIFICATIONS ACCORDING TO TYPE OF |
| | ANCHOR & # OF FASTENERS USED. PROVIDE |
| | ENGINEERING CALCULATIONS FOR LOADS |
| | DIFFERENT THAN THOSE SHOWN ON USP |
| | CATALOGUE. |
| | 19-SHEET S2: CLARIFY WHY BLOCKING AT |
| | FRONT GABLE END IS SHOWN ON PARTIAL |
| | GABLE END AND NOT ALL THE WAY TO THE |
| | ENDS. SEC. 104.2.1.2 CITY AMENDMENTS. |
| | 20-SEE PRODUCT APPROVAL FOR GARAGE DOORS |
| | STRUCTURAL BUCK SPECS & REVISE DETAIL |
| | AS REQUIRED. |
