| Date |
Text |
| 2002-08-27 00:00:00 | CHECKLIST: |
| | 1-NEED RECORDED NOTICE OF COMMENCEMENT. |
| | 2-SHEET C-1: UPDATE NOTE #1. NEED 0.006 |
| | MIL MIN. VAPOR BARRIER. SEC. 1909.2 |
| | 3-GABLE END CONTRUCTION AT ZERO LOT LINE |
| | TO BE 1 HR FIRE RATED ASSEMBLY REQ'D |
| | BY TABLE 600 FBC 2001. REVISE AS REQ'D |
| | 4-24SH & 34SH WINDOWS DON'T PROVIDE THE |
| | 24" MIN. CLEAR OPENING. SEC. 1005.4.4 |
| | FBC 2001. ALSO, CHECK FOR 5.7 S.F. MIN |
| | CLEAR OPENING @ 2ND. FLOOR. |
| | 5-PROVIDE FIREBLOCKING AT STAIRS. SEE |
| | SEC. 2305.1.4 FBC 2001. |
| | **NOTE: PROVIDE GENERAL SPECIFICATIONS |
| | FOR FIREBLOCKING AT ALL CONCEALED |
| | SPACES. SEC. 2305.1.4 FBC 2001. |
| | 5-SECTION A/A4 AND SECTION/DETAIL R19: |
| | PROVIDE COMPLETE DETAIL/SPECS TO |
| | SATISFY REQUIREMENTS OF SEC. 2117 FBC |
| | 2001 FOR GABLE END CONTINUITY. |
| | 6-SPECIFY FIRECUT REQUIREMENTS ON |
| | STRUCTURAL WALL SECTIONS. SEC. 2305.4 |
| | 7-PROVIDE DETAIL SHOWING ATTACHMENT OF |
| | DOUBLE 2X STRUCTURAL BUCK @ ENTRY DOOR |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC |
| | 8-EXTERIOR ELEVATIONS AND ROOF FRAMING |
| | PLAN DON'T MATCH. REVISE AS REQUIRED. |
| | 9-DETAIL F14: SPECIFY HOW LONG ARE THE |
| | BOLTS SPECIFIED. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | 10-DETAIL S21 DOESN'T WORK FOR WOOD COL. |
| | P1 LOCATED BET. GARAGE & STAIRWAY TO |
| | RECEIVE 2GIRDER TRUSSES. REVISE AS |
| | REQUIRED. |
| | **NOTE: VERIFY THAT TOP & BOTT. WOOD COL |
| | CONNECTORS WILL RESIST ALL LOADS THAT |
| | ARE TRANSFERRED FROM FLOOR DIAPHRAGM. |
| | 11-UPDATE TRUSS CONNECTOR TO MATCH USP |
| | CATALOGUE. PROVIDE ENGINEERING CALCS |
| | FOR VALUES DIFFERENT THAN THOSE IN |
| | USP CATALOGUE. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | 12-CONNECTOR TC-1 SPECIFIED ON ROOF |
| | FRAMING PLAN FOR FRAMED WALL ARE WOOD |
| | TO CONCRETE CONNECTORS. NEED WOOD TO |
| | WOOD CONNECTORS. REVISE AS REQUIRED. |
| | 13-PROVIDE UL LISTING AND COMPLETE SPECS |
| | FOR 1 HR. FIRE RATED GLASS BLOCK |
| | ASSEMBLY AS REQ'D BY TABLE 600 FBC. |
| | REVISE GLASS BLOCK DETAIL AS REQUIRED. |
| | 14-FLOOD ZONE A8. WILL NEED ELEVATION |
| | CERTIFICATE AS REQUIRED BY FEMA. |
| | 15-PROVIDE SOIL TEST REPORT. |
| | 16-STORM SHUTTERS: |
| | A)ROBICO SHUTTERS ENGINEER IS LIMITING |
| | THIS PRODUCT APPROVAL TO BE SIGNED AND |
| | SEALED BY HIM TO BE USED FOR PERMIT. |
| | SEE GENERAL NOTE #6 ON SHEET 1 OF 9. |
| | THEREFORE, NEED SIGNED AND SEALED |
| | DRAWINGS TO USE THIS PRODUCT. |
| | B)PROVIDE KEY PLAN AND INSTALLATION |
| | SCHEDULE THAT MATCH PLANS SUBMITTED. |
| | CHECK ALL OPENINGS. |
| | C)SOME SHUTTERS WILL BE INSTALLED ON |
| | FRAMED WALLS. INSTALLATION SCHEDULE |
| | SHOWS SAME CONNECTOR FOR CONCRETE WOOD |
| | & CONCRETE BLOCK APPLICATIONS. REVISE. |
| | D)CLEARLY MARK ON SHUTTERDRAWINGS AND |
| | ANCHOR SCHEDULE (SHEET 7 OF 9) THE |
| | SPECIFIC MOUNTING CONDITIONS & ANCHOR |
| | TYPE & SPACING TO BE USED ACCORDING TO |
| | THE MEAN ROOF HT, DESIGN PRESSURES, |
| | EDGE DISTANCE, PANEL SPAN, CONNECTION |
| | TYPE AND STRUCTURE TO BE ATTACHED TO |
| | (CONCRETE BLOCK OR WOOD). |
| | 17-SPECIFY DRAFSTOPPING MATERAIL AND |
| | LOCATION ON SECOND FLOOR FRAMING PLAN. |
| | SEC. 2305.2.2 FBC 2001. |
| | **NOTE: AREAS SEPARATED TO BE NO MORE |
| | THAN 500 S.F. SEC. 2305.2.2 FBC 2001. |
| | 18-SEE PRODUCT APPROVAL FOR GARAGE DOOR |
| | STRUCTURAL BUCK SPCIFICATIONS AND |
| | REVISE DETAIL AS REQUIRED. |
| | 19-SPECIFY SPACING FOR WWM SUPPORTS IN |
| | CONCRETE SLAB. SEE SEC 1909.3 FBC 2001 |
| | 20-ROOF FRAMING PLAN: IDENTIFY ROOF NAIL |
| | ING ZONES. |
| | 21-SHEET A-2: UPDATE GENERAL NOT #6. |
| | USE FBC 2001, NOT SBC 1994. |
| | 22-SPECIFY CONNECTOR @ OUTLOOKER DETAIL |
| | ON DRAWING A-3. |
| | 23-SHEET S-1: CLARIFY WHICH DETAIL IS |
| | THE ONE THAT APPLIES TO WOOD SHEARWALL |
| | R4 OR S19 BECAUSE THESE ARE TWO DIFFE- |
| | RENT APPLICATIONS. |
| | 24-SHEET S-4: |
| | A)REVISE DETAILS R6, R7, R13 AND R4. |
| | **SPECIFY HOW LONG ARE THE LAG BOLTS. |
| | **CLARIFY SPACING OF LAG BOLTS. (16" |
| | OR 24"). |
| | **CLARIFY CONNECTOR USED:RT12T OR RT16 |
| | **CLARIFY HOW IS CONNECTOR USP RT16 |
| | INSTALLED TO CONNECT TOP AND BOTTOM |
| | PLATES TO THE 3 STUDS AT THE END OF |
| | SHEARWALL. SEE DETAIL R4 AND PAGE 50 |
| | OF USP BOOK FOR TYPE OF CONNECTOR. |
| | B)DETAIL R7: CLARIFY HOW IS SHEARWALL |
| | ANCHORED AT SIDES OF OPENINGS. THIS |
| | DETAIL DOESN'T SHOW ANY HOLDDOWNS AT |
| | BOTTOM OF FULL HEIGHT STUDS. |
