| Date |
Text |
| 2022-12-30 15:07:13 | 12/30/22 COMMENTS WERE DISCUSSED WITH ROBERT BROWN |
| | (BUILDING OFFICIAL). |
| | |
| | RESIDENTIAL (R2) THIRD BUILDING REVIEW COMMENTS |
| | CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS. |
| | PERMIT #22090533 |
| | 3650 WHITEHALL DR #404 |
| | |
| | 1- WINDOW MULLIONS: |
| | |
| | PREVIOUS COMMENT: |
| | A)NEW MULLION NOA 19-0405.10 SUBMITTED: |
| | SAME COMMENT APPLIES. 1X3 MULLIONS AND 2X3 MULLIONS |
| | DON'T MEET THE CALCULATED DESIGN PRESSURES. |
| | |
| | RESPONSE: |
| | NEW 1X4 CUSTOM MULLION OR 2X4 MULLIONS DON'T MEET THE |
| | CALCULATED DESIGN PRESSURES FOR OPENINGS 3,4 AND 5. |
| | BECAUSE THE WIDTH OF THE WINDOW TO USE IS 54" NOT 48". |
| | THE WIDTH OF THE WINDOW IS THE SUM OF THE TWO WINDOWS |
| | ADJACENT TO THE MULLION AND DIVIDED BY 2. THEREFORE THE |
| | WIDTH IS 50.5". NEED TO USE THE 54" WIDTH OF PRODUCT |
| | APPROVAL SUBMITTED. |
| | |
| | PREVIOUS COMMENT: |
| | B)CLEARLY MARK ON THE PRODUCT APPROVAL MULLION |
| | FASTENING. SEC. 1609.1 FBC-BUILDING. |
| | |
| | RESPONSE: |
| | ANCHOR TYPE TO BE VERIFIED BASED ON CLARIFICATION OF |
| | ITEM ABOVE. ANCHOR TYPE IS BASED ON SUBSTRATE: CONCRETE |
| | OR MASONRY. |
| | |
| | PREVIOUS COMMENT: |
| | 2- WINDOW OPENING CONTROL DEVICES: WINDOW OPENING |
| | CONTROL DEVICES ARE REQUIRED WHEN THE WINDOW SILL OF AN |
| | OPERABLE WINDOW IS AT A HEIGHT LESS THAN 36 INCHES |
| | ABOVE THE FINISHED FLOOR. |
| | WINDOW OPENING CONTROL DEVICES NEED TO COMPLY WITH ASTM |
| | F2090. |
| | CLEARLY SPECIFY IF THERE ARE ANY WINDOWS WHERE THE |
| | WINDOW SILL IS LESS THAN 36" ABOVE THE FINISH FLOOR. |
| | SEE SEC. 702.4 FBC-EXISTING BUILDING CODE. |
| | |
| | RESPONSE: |
| | THIS WILL BE VERIFIED IN THE FIELD BY THE BUILDING |
| | INSPECTOR. THIS COMMENT IS JUST TO GIVE HEADS UP ABOUT |
| | THIS REQUIREMENT. |
| | |
| | NEW COMMENT BASED ON INFORMATION SUBMITTED: |
| | 3- COMPONENTS AND CLADDING WALL PRESSURE CALCULATIONS |
| | WERE REVISED. NEW CALCULATIONS SPECIFY A MEAN ROOF |
| | HEIGHT OF 40 FEET. THE MEAN ROOF HEIGHT IS INCORRECT. |
| | PER CITY RECORDS THE MEAN ROOF HEIGHT OF THESE |
| | BUILDINGS IS 45'-8". REVISE AS REQUIRED. |
| | NOTE: PREVIOUS CALCULATIONS WERE ALMOST CORRECT, THEY |
| | SHOWED A MEAN ROOF HEIGHT OF 45'. |
| | |
| | 4- FIXED WINDOW NOA 20-1208.09. GLASS TYPE 'B' MARKED |
| | ON SHEET 2 OF 7 CANNOT BE USED. SEE DESIGN LOAD CHART |
| | ON SHEET 3 OF 7. NEED TO USE GLASS TYPE 'C', 'C1' OR |
| | 'C2' OR PROVIDE ANOTHER PRODUCT APPROVAL THAT WILL MEET |
| | CALCULATED DESIGN PRESSURES. |
| | I APOLOGIZE FOR NO MENTIONING THIS ON MY PREVIOUS |
| | COMMENTS. |
| | |
| | WHEN RESUBMITTING, A TRANSMITTAL LETTER LISTING THE |
| | ORIGINAL REVIEW COMMENT WITH A DESCRIPTION OF WHERE AND |
| | HOW THE COMMENT WAS ADDRESSED WILL HELP TO EXPEDITE THE |
| | REVIEW PROCESS. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | |
| | PLEASE FEEL FREE TO CONTACT ME IF YOU HAVE ANY |
| | QUESTIONS REGARDING THESE COMMENTS, |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | BUILDING DIVISION |
| | (561)805-6712 |
| | [email protected] |
| | |
| | |
| | |
