| Date |
Text |
| 2005-04-13 00:00:00 | BUILDING REVIEW CHECKLIST: |
| | 1- PAY IMPACT FEES. BRING BACK STAMPED |
| | DRAWINGS AND PAID RECEIPT. |
| | |
| | 2- NOTICE OF COMMENCEMENT IS EXPIRED |
| | AFTER 90 DAYS. NEED RE-RECORDED ONE. |
| | |
| | 3- PROVIDE ENGINEERING CALCULATIONS FOR |
| | DESIGN PRESSURES AT ALL EXTERIOR |
| | OPENINGS SHOWING HOW PRESSURES GIVEN ON |
| | WINDOW AND DOOR SCHEDULES WERE OBTAINED. |
| | SEE TABLES 1606.2B AND 1606.2E FBC 2001. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | |
| | 4- A) GROUNDFLOOR ENGINEERING LETTER |
| | SAYS THAT STRUCTURE WAS REVIEWED FOR |
| | 140MPH DESIGN SPEED ANDEXPOSURE C. |
| | DESIGN PRESSURES CALCULATED ON PLANS DO |
| | NOT CORRESPOND TO EXPOSURE C CATEGORY. |
| | REVISE AS REQUIRED AND PROVIDE DESIGN |
| | PRESSURES CALCULATIONS. SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | |
| | B) GROUND FLOOR ENGINEERING LETTER SAYS |
| | THAT HE IS THE ENGINEER OF RECORD. |
| | ENGINEER OF RECORD IS THE ONE WHO SEALS |
| | THE DRAWINGS AND SPECS. SEE CHAPTER 471 |
| | FLORIDA STATUTES AND FLORIDA |
| | ADMINISTRATIVE CODE 61G15-23.002 WHEN |
| | SUBMITTING DOCUMENTS FOR PUBLIC RECORD |
| | AND PROVIDE HIS INFORMATION ACCORDINGLY. |
| | |
| | 5- A) UPDATE TRUSS ANCHOR SCHEDULE. SEE |
| | LATEST CATALOGUE THAT WAS UPDATED TO |
| | COMPLY WITH SEC. 1609.4.3 FBC 2001. |
| | OTHERWISE, PROVIDE COMPLETE ENGINEERING |
| | ANALYSIS AND CALCS THAT COMPLY WITH SEC. |
| | 1609.4.3 FBC FOR TYPE AND NUMBER OF |
| | FASTENERS THAT DIFFER FROM THOSE TESTED |
| | AND PUBLISHED BY THE MANUFACTURER. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | |
| | B) USP RT20T CONNECTOR RESISTS NOT |
| | LATERAL LOADS. HOW IS THE TRUSS |
| | SUPPORTED TO RESIST LATERAL LOADS?. SEC. |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | |
| | C) USP USC64 DON'T RESIST THE LOADS |
| | CALCULATED ON GIRDER TRUSS AT MASTER |
| | BEDROOM. SEE COMMENTS ON PLANS AND |
| | RETURN REVIEWED SET AFTER CHANGES ARE |
| | DONE TO ORIGINAL DRAWINGS TO EXPEDITE |
| | REVIEW. |
| | |
| | D) SPECIFY TRUSS CONNECTOR FOR TRUSSES |
| | BETWEEN COVERED PATIO AND LIVING ROOM. |
| | SEE PLANS FOR COMMENTS. |
| | |
| | E) USP UMH358 DOESN'T WORK FOR 4 PLY |
| | MIN. GIRDER TRUSS SPECIFIED ON ROOF |
| | FRAMING PLAN. REVISE AS REQUIRED. |
| | |
| | 6- PROVIDE BBQ LISTING AND SPECS SEC. |
| | 2808 FBC 2001. |
| | **NOTE; BBQ SPECS SAY THAT BBQ ARE |
| | DESIGNED FOR OUTDOOR USE ONLY. NEED |
| | MANUFATURER SPECIFICATIONS CERTIFYING |
| | THAT BBQ GRILLS ARE SAFE TO BE INSTALLED |
| | IN THE PORCH. |
| | |
| | 7- BUTT GLAZING ASSEMBLIES: A) PROVIDE |
| | COMPLETE ENGINEERING ANALYSIS AND |
| | CALCULATIONS REQUIRED BY SEC. 2406.2 FBC |
| | 2001. INCLUDING GLASS THICKNESS. |
| | **NOTE: DADE COUNTY NOA'S CANN'T BE USED |
| | IF THEY ARE ALTERED. |
| | |
| | B) THERE ARE TWO DIFFERENT BUTT GLAZING |
| | ASSEMBLIES. SEE PLANS. NEED ANALYSIS FOR |
| | BOTH ASSEMBLIES. |
| | |
| | C) PROVIDE CALCULATIONS FOR DESIGN |
| | PRESSURESAT OPENINGS WERE ASSEMBLIES |
| | ARE GOING TO BE INSTALLED. THIS IS PART |
| | OF THE ENGINEERING ANALYSIS FOR SITE |
| | SPECIFIC APPLICATIONS. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | |
| | 8- ROOF TILE: PROVIDE REPORT THAT WAS |
| | SUBMITTED FOR FLORIDA PRODUCT APPROVAL. |
| | SBCCI REPORT, NOT DADE COUNTY NOA. |
| | |
| | 9- PROVIDE FLORIDA PRODUCT APPROVAL OR |
| | APPLY FOR LOCAL PRODUCT APPROVAL FOR ALL |
| | CONNECTORS SPECIFIED ON THE TRUSS ANCHOR |
| | SCHEDULE. |
| | |
| | 10- STORM SHUTTERS: A) DADE COUNTY NOA |
| | SUBMITTED IS EXPIRED. |
| | |
| | B) GENERAL NOTE 11(E) REQUIRES DRAWINGS |
| | TO BE SIGNED AND SEALED BY THE ENGINEER. |
| | |
| | 11- FLORIDA PRODUCT APPROVAL FOR FIXED |
| | WINDOWS IS NOT LEGIBLE. |
| | |
| | 12- MULLIONS: CLEARLY INDICATE ON |
| | DRAWINGS SPECIFIC MULLION SIZE AND |
| | ANCHORING TO VERIFY ADEQUACY ACCORDING |
| | TO THE CALCULATED DESIGN PRESSURES. |
| | **NOTE: PAY ATTENTION TO LARGE AREAS |
| | LIKE FAMILY ROOM AND DINING ROOM |
| | ASSEMBLIES. SECTION 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. SEE PLANS. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ AT (561)805-6712. |
