2002-08-21 00:00:00 | CHECKLIST: |
| 1-PROVIDE SURVEY. |
| 2-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 GABLE END WALL PUT TOGETHER TO |
| TRANSFER ALL LOADS. SEE SECTIONS |
| 1606.2.4, 2117 AND 2313 FBC 2001. |
| 3-NEED RECORDED NOTICE OF COMMENCEMENT. |
| 4-REVISE ATTIC ACCESS SIZE. 36" MIN. NOT |
| 30". SEE SEC. 2309.6 FBC 2001. |
| 5-34SH WINDOW DOESN'T PROVIDE 24" MIN. |
| CLEAR HT. OPENING. SEC. 1005.4.4 FBC |
| 6-PROVIDE SOIL TEST REPORT. |
| 7-PROVIDE COMPLETE & CORRECT INFORMATION |
| FOR STORM SHUTTERS OR SEPARATE PERMIT |
| REQUIRED. CITY HURRICANE STANDARD. |
| 8-PROVIDE PRODUCT APPROVAL FOR: |
| --SINGLE ENTRY DOOR W/ONE SIDELITE |
| SINGLE ASSEMBLY AS SHOWN ON PLANS. |
| 9-PROVIDE STRUCTURAL DETAIL FOR 2X BUCK |
| AS REQ'D BY MULLION PRODUCT APPROVAL. |
| 10-PROVIDE COMPLETE UL LISTING AND SPECS |
| FOR ONE HR FIRE RATED GLASS BLOCK |
| ASSEMBLY AS 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. |
| PROVIDE SPECS FOR GLASS THICKNESS. |
| B)NOTE: GLASS BLOCK ASSEMBLY TO BE 1 HR |
| FIRE RATED, NOT 3/4. TABLE 600 FBC. |
| C)REVISE GLASS BLOCK DETAIL TO MATCH |
| SPECS FOR 1HR FIRE RATED ASSEMBLY. |
| 11-SPECIFY SPACING FOR SUPPORTS OF WWM |
| ON CONCRETE SLAB. SEC. 1909.3 FBC 2001 |
| 12-PROVIDE COMPLETE DETAIL AT RECESSED |
| WINDOWS TO ALLOW FOR STORM SHUTTER |
| INSTALLATION. |
| **NOTE: SEE PRODUCT APPROVAL FOR TRACK |
| TO BE USED AND CONSIDER THE GLASS |
| SEPARATION AND EDGE DISTANCE FOR |
| PROPER INSTALLATION. |
| 13-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. |
| 14-WALL SECTIONS NOTE #14 AND VENT CALCS |
| SIZE & SPACING DON'T MATCH. REVISE. |
| 15-SHEET S-2: UPDATE NOTE #3. USE FBC |
| 2001 FOR 140MPH, NOT ASCE 7-93 110MPH. |
| 16-SHEET S-1: CLARIFY DIMENSION OF |
| 4'-1 1/2" ON SEC. 5. |
| 17-IDENTIFY ON PLANS ROOF ZONE 3 SHOWN |
| ON DIAPHRAGM SCHEDULE, SHEET S-2. |
| 18-SHEET S-1: REVISE LINTEL SCHEDULE TO |
| MATCH PLANS. CHECK SIZE OF OPENINGS & |
| LINTEL #. EG: L-7 AND L-19. |
| 19-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. |
| **NOTE: SEE USP 2001 CATALOGUE PAGE 40 |
| FOR LIMITATIONS WHEN USING DOUBLE |
| ANCHORS (EG: WHEN ISTALLED LESS THAN |
| 8"O.C.). |
| 20-SHEET S-2: 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. |
| 21-SEE PRODUCT APPROVAL FOR GARAGE DOORS |
| STRUCTURAL BUCK SPECS & REVISE DETAIL |
| AS REQUIRED. |