| 2001-01-08 00:00:00 | WALL SECTION 3/A2 & 2/A2, THE FOOTER IS |
| | REQUIRED TO BE A MININUM OF 12" BELLOW |
| | AND 4" ABOVE FINISH GRADE. |
| | SECT 1804.1.3 SBC 1997 |
| | |
| | WALL SECTION 3/A2 SPECIFYS SIMULATED |
| | STUCCO, PROVIDE MORE INFO.THE MININUM |
| | STUCCO THICKNESS REQUIRED IS 5/8". |
| | CLARIFY THE WALL FINISH. |
| | SECT 2504.2.1SBC 1997 |
| | |
| | WALL SECT 3/A2, PROVIDE FIREBLOCKING IN |
| | THE CONCEALED SPACE AT THE WALL CEILING |
| | CONNECTION.SECT 2305.1.1SBC 1997 |
| | |
| | PLAN T1, SPECIFYS THE INCORRECT BUILDING |
| | CODE EDITION. |
| | |
| | SECTION 2/A2, SPECIFY WHICH METHOD OF |
| | ATTACHMENT WILL BE USED FOR INSTALLING |
| | THE ROOF TILE.NOTE THIS NEEDS TO BE |
| | COORDINATED WITH THE PRODUCT APPROVAL |
| | REQUIREMENTS. |
| | |
| | |
| | CLARIFY THE NAILING REQUIREMENTS FOR |
| | ATTACHING THE ROOF SHEATHING.NOTE THE |
| | CODE AMENDMENTS REQUIRE A MIN OF 8D |
| | COMMON NAILS EVERY 4"OC @ EDGES & 6"OC |
| | @ FIELD.SECT 2306.1 CITY AMEND |
| | |
| | THE NORANDEX WINDOWS AND DOORS ASSEMBLYS |
| | WILL BE REQUIRED TO BE PROVIDED WITH |
| | SITE SPECIFIC ENGINEERING WITH EACH |
| | PERMIT APPLICATION.SECT 1704.4 CITY AM |
| | |
| | PLAN A1,WINDOW & DOOR ATTACHMENT WILL BE |
| | AS REQUIRED BY THE SITE SPECIFIC ENGINEE |
| | RING. THE PLAN SHOULD CLEARLY SPECIFY |
| | THE SUB-BUCK ATTACHMENT TO THE STRUCTURE |
| | ONLY. |
| | |
| | |
| | |
| | |
| | PROVIDE ENGINEERING FOR THE BUTT GLAZED |
| | WINDOW SYSTEM. SECT 1707.4 CITY AMEND |
| | |
| | THE TRUSS ENGINEERING SHEETS ARE REQUIRE |
| | TO HAVE THE ORIGINAL PERSONAL SIGNATURE |
| | AND RAISED SEAL ON--EVERY-- SHEET. IN |
| | LIEW OF THIS A TRUSS DESIGN CERTIFICATIO |
| | FORM MAY BE SUBMITTED.ATTACHED IS A |
| | SAMPLE FORM. |
| | |
| | SEE PLAN REVIEW COMMENTS FROM ELECTRIC |
| | AND PLUMBING. |
| | |
| | THE PERMIT VALUE WILL BE AS PER THE |
| | FOLLOWING CALCULATIONS: |
| | A/C AREA 2547 X 67.20 =$171,158.40 |
| | ROOF AREA 783 X 36.75 = 28,752.25 |
| | TOTAL $199,911 |