| Date |
Text |
| 2018-02-15 15:13:11 | RESIDENTIAL (R3) ALTERATION, SECOND BUILDING REVIEW |
| | CHECKLIST. |
| | CODE: FBC 6TH EDITION (2017). |
| | |
| | 1- REVISED INSTALLATION SCHEDULE SUBMITTED: |
| | A) THE DESIGN CRITERIA INFORMATION SHOWN DOESN'T MATCH |
| | ACTUAL BUILDING. ALSO, THERE IS INFORMATION IN THE |
| | DESIGN CRITERIA THAT DOESN'T SEEM TO APPLY FOR THIS |
| | PROJECT. IF USING THIS INFORMATION, THEN PROVIDE |
| | COMPLETE SITE SPECIFIC SIGNED AND SEALED CALCULATIONS |
| | USING ONLY THE REQUIRED INFORMATION TO OBTAIN THE |
| | DESIGN PRESSURES. SEC. 107.2.1.3 CITY AMENDMENTS. |
| | NOTE: IF USING THE FBC TABLES, THEN JUST SPECIFY THE |
| | CURRENT CODE (2017), BUILDING MEAN ROOF HEIGHT, |
| | LOCATION OF OPENINGS (END OR INTERIOR) AND BUILDING |
| | EXPOSURE. |
| | |
| | B) INSTALLATION SCHEDULE IS MISSING THE GLASS |
| | SEPARATION DISTANCE. SEC. R301.1 FBC-RESIDENTIAL. |
| | GLASS SEPARATION IS REQUIRED TO BE IN THE INSTALLATION |
| | SCHEDULE. THE PURPOSE OF THE INSTALLATION SCHEDULE IS |
| | TO INCLUDE ALL THE PROPOSED INSTALLATION TO FACILITATE |
| | REVIEW AND INSPECTIONS. SEE CITY INSTALLATION SCHEDULE |
| | SAMPLE THAT SHOWS ALL THE INFORMATION THAT IS REQUIRED |
| | TO BE INCLUDED. CONTRACTOR MAY USE THE CITY |
| | INSTALLATION SCHEDULE OR PROVIDE ANY OTHER FORMAT AS |
| | LONG AS ALL THE REQUIRED INFORMATION IS INCLUDED. |
| | |
| | C) CLARIFY WHAT DOES CONNECTION TYPE 3/8"WM SPECIFIED |
| | FOR OPENINGS #1 AND #2 ON TOP CONNECTION STANDS FOR?. |
| | DETAIL SECTION "A" DOESN'T SPECIFY THIS. SEC. 107.2.1 |
| | CITY AMENDMENTS. |
| | |
| | D) CLARIFY WHAT DOES CONNECTION TYPE "ADJ SILL" |
| | SPECIFIED FOR ALL OPENINGS AT BOTTOM CONNECTION STANDS |
| | FOR?. DETAIL SECTION "H" DOESN'T SPECIFY THIS. SEC. |
| | 107.2.1 CITY AMENDMENTS. |
| | |
| | E) SIZE OF LAG SCREWS SPECIFIED ON TOP CONNECTION USING |
| | SECTION OR TYPE "U" IS NOT CLEAR. INSTALLATION SCHEDULE |
| | CALLS FOR THREE 5/16 X 3 LAG SCREWS, WHILE NOTE BELOW |
| | THE INSTALLATION SCHEDULE CALLS FOR THREE 5/16 X 3.5" |
| | LAGS. REVISE AS REQUIRED TO MATCH. NOTE: THE SPECIFIED |
| | SCREW NEEDS TO HAVE MIN. 2" PENETRATION OF THREADED |
| | AREA. SEE SECTION DETAIL "U" AND REVISE LAG SCREW SIZE |
| | TO INCLUDE THE THICKNESS OF THE EXISTING SOFFIT. SEC. |
| | 107.2.1 CITY AMENDMENTS. |
| | |
| | F) PROVIDE COMPLETE SPECIFICATIONS FOR TYPE OF ANCHOR |
| | TO BE USED. SPECIFY ANCHOR DIAMETER AND LENGTH TO |
| | VERIFY COMPLIANCE WITH THE PRODUCT APPROVAL |
| | REQUIREMENTS FOR MINIMUM EMBEDMENT. SEC. R301.1 |
| | FBC-RESIDENTIAL. NOTE: ANCHOR TYPE SPECIFIED AT BOTTOM |
| | CONNECTION OF OPENINGS #3 AND #4 IS TAPCON. ACCORDING |
| | TO SPECIFICATION #1(A) ON PAGE 13 OF 20 THE CONCRETE |
| | NEEDS TO HAVE A MINIMUM STRENGTH OF 3KSI. IT LOOKS LIKE |
| | THESE ACCORDION SHUTTERS ARE GOING TO BE MOUNTED ON THE |
| | PATIO SLAB. TYPICALLY, PATIO CONCRETE SLABS DON'T HAVE |
| | THE STRUCTURAL CONCRETE STRENGTH OF 3KSI. THEREFORE THE |
| | TAPCON MAY NOT BE USED. IT LOOKS LIKE THE 1/4" BLUE TAP |
| | CONCRETE ANCHORS ONLY REQUIRE 2KSI CONCRETE STRENGTH. |
| | THIS CONNECTOR MAY BE USED INSTEAD. REVISE ANCHOR TYPE |
| | AND SPACING AS REQUIRED OR PROVIDE PROOF THAT THE PATIO |
| | CONCRETE SLAB HAS 3KSI STRENGTH. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | BUILDING DIVISION |
| | (561)805-6712 |
| | [email protected] |
