| Date |
Text |
| 2012-04-13 16:42:42 | RESIDENTIAL ALTERATION BUILDING REVIEW THIRD CHECKLIST. |
| | |
| | 1- ENGINEER NEEDS TO SIGN AND SEAL BOTH SETS OF PLANS |
| | AS REQUIRED BY CHAPTER 471 FLORIDA STATUTES. ONLY ONE |
| | SET WAS SIGNED AND SEALED. |
| | |
| | 2- ENERGY CALCULATIONS SUBMITTED: |
| | A) OWNER/AGENT NEEDS TO SIGN AND DATE BOTTOM OF FORM |
| | ALSO. |
| | |
| | 3- ORIGINAL COMMENT: PROVIDE COMPLETE DRAWINGS AND |
| | SPECIFICATIONS SHOWING COMPLIANCE WITH THE TENANT |
| | SEPARATION REQUIREMENTS OF SEC. R317.1. SPECIFY UL FIRE |
| | RATED ASSEMBLY OR ANY OTHER APPROVED ASSEMBLY. ANY |
| | PENETRATIONS NEED TO BE RATED AS REQUIRED BY SEC. |
| | R317.3. |
| | PLANS SUBMITTED DON'T SPECIFY ANY TESTED AND APPROVED |
| | ASSEMBLY. ASSEMBLY NEEDS TO BE TESTED IN ACCORDANCE |
| | WITH ASTM E 119. AND, FIRE-RESISTANCE-RATED |
| | FLOOR-CEILING AND WALL ASSEMBLIES SHALL EXTEND TO AND |
| | BE TIGHT AGAINST THE EXTERIOR WALL AS REQUIRED BY SEC. |
| | R317.1. PROVIDE COMPLETE DETAILS AND SPECIFICATIONS |
| | SHOWING COMPLIANCE. PLEASE SPECIFY ANY UL OR DRYWALL |
| | APPROVED AND LISTED ASSEMBLY. |
| | |
| | ENGINEER'S RESPONSE: UL ASSEMBLY U-419 AND GYPSUM |
| | ASSOCIATION ASSEMBLY WP1200 ARE FOR INTERIOR |
| | NON-BEARING PARTITIONS USING STEEL STUDS. THIS IS NOT |
| | THE TYPE OF CONSTRUCTION FOR THIS BUILDING. PROVIDE |
| | COMPLETE AND CORRECT SPECIFICATIONS FOR TYPE OF |
| | CONSTRUCTION IN THIS BUILDING. |
| | |
| | ***NOTE: ENGINEER TO REVIEW FLORIDA STATUTE |
| | 553.80(2)(B) REGARDING DESIGN PROFESSIONAL DOCUMENTS. A |
| | FEE OF FOUR TIMES THE FEE FOR PLAN REVIEW SHALL BE |
| | CHARGED TO THE ENGINEER EACH TIME AFTER THE THIRD |
| | REVIEW IS REJECTED FOR THE SAME COMMENT. |
| | |
| | 4- ORIGINAL COMMENT: PROVIDE COMPLETE INFORMATION FOR |
| | STAIRWAY HANDRAILS AND GUARDRAILS TO SHOW COMPLIANCE |
| | WITH SEC. R311.5.6 THRU SEC. R311.5.6.3 AND SEC. R312. |
| | IN ADDITION THE GUARDRAIL AND HANDRAIL NEED TO COMPLY |
| | WITH THE DESIGN LOADS OF TABLE R301.5. PROVIDE COMPLETE |
| | DETAILS AND SPECIFICATIONS. ALSO, NEED TO PROVIDE |
| | FRAMING DETAILS FOR STAIRS TOP LANDING. ALSO, SPECIFY |
| | COMPLIANCE WITH THE STAIR CONSTRUCTION AS REQUIRED BY |
| | SEC. R311.2. |
| | |
| | A) PLANS SUBMITTED DON'T PROVIDE ANY DETAILS/ |
| | SPECIFICATIONS FOR THE HANDRAIL AND GUARDRAIL |
| | CONSTRUCTION SHOWING COMPLIANCE WITH THE LOADS OF TABLE |
| | R301.5. |
| | B) GUARDRAIL HEIGHT IS NOT GIVEN. SEC. R311.5.6.1 AND |
| | SEC. R312.1. |
| | C) HOW IS THE 2X TOP LANDING LEDGER ATTACHED TO |
| | EXISTING WALL?. INFORMATION GIVEN IS NOT CLEAR AND IT |
| | DOESN'T MENTION ATTACHMENT OF THE LEDGER TO THE WALL. |
| | D) HOW ARE THE 3-2X12 STRINGERS ATTACHED TO THE BASE?. |
| | SIMPSON LU28 HANGER SPECIFIED CAN'T BE BENT DOWN TO |
| | RECEIVE THE STRINGER. NEED TO SPECIFY CORRECT CONNECTOR |
| | THAT IS DESIGNED TO RECEIVED SLOPED STRINGER. |
| | |
| | 5- ORIGINAL COMMENT: PROVIDE PRODUCT APPROVAL (2 |
| | COPIES) AS REQUIRED BY DCA RULE 9N-3 FOR: |
| | A) ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON PLANS |
| | AND DETAILS. |
| | NO PRODUCT APPROVALS SUBMITTED. PROVIDE PRODUCT |
| | APPROVAL COVER PAGE AND PAGE SHOWING THE SPECIFIC |
| | CONNECTOR ONLY. |
| | |
| | 6- SHEET #1: |
| | A) ORIGINAL COMMENT. REVISE TENANT SEPARATION WALL |
| | SECTION TO COMPLY WITH ITEM #3 ABOVE. AND, COORDINATE |
| | WITH INFORMATION SHOWN ON THE 2 STORY WALL SECTION. |
| | NEED TO COORDINATE INFORMATION. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561)805-6712 |
