Date |
Text |
2006-06-29 00:00:00 | PLAN BUILDING REVIEW 2ND CHECKLIST: |
| 1- NOC IS EXPIRED AFTER 90 DAYS OF BEEN |
| RECORDED IF WORK IS NOT COMMENCED. NEED |
| RE-RECORDED NOC. SEE SEC. 713.13. 9(2) |
| OF FLORIDA STATUTES. |
| |
| 2- PROVIDE SPECS/SECTION/DETAILS FOR |
| INSTALLATION OF DECORATIVE STORM |
| SHUTTERS. SEC. 106.1.2 OF CITY |
| AMENDMENTS TO FBC 2004. |
| |
| 3- PROVIDE PRODUCT APPROVAL FOR: |
| A) SINGLE HUNG WINDOWS. DADE COUNTY NOA |
| SUBMITTED IS EXPIRED AND IT DOESN'T |
| MATCH THE NOA SUBMITTED TO OBTAIN THE |
| FLORIDA PRODUCT APPROVAL. RESUBMIT. |
| B) CONCRETE LINTELS. DADE COUNTY NOA |
| SUBMITTED FOR FLORIDA PRODUCT APPROVAL |
| WAS NOT SUBMITTED IN THIS PACKAGE. BUT, |
| NEED TO GET ANOTHER PRODUCT APPROVAL |
| BECAUSE DADE COUNTY NOA IS EXPIRED |
| ANYWAY. |
| C) ALUMINUM SIDING. PRODUCT APPROVAL |
| SUBMITTED IS FOR CEMENTITIOUS SIDING |
| PRODUCTS, NOT ALUMINUM AS SPECIFIED ON |
| PLANS. NEED SPECIFIED PRODUCT APPROVAL. |
| D) ALL SIMPSON STRUCTURAL CONNECTORS |
| AS SPECIFIED ON PLANS. PRODUCT APPROVALS |
| SUBMITTED ARE FOR USP AND ONLY ONE WAS |
| GOOD FOR THE USP HLPTA75 CONNECTOR. THE |
| REST OF THE PRODUCT APPROVALS SUBMITTED |
| WERE NOT SPECIFIED ON PLANS. |
| E) ALUMINUM VENTS. |
| |
| 4- DESIGNER OF RECORD TO APPROVE IN |
| WRITTING ALL PRODUCT APPROVALS, |
| INCLUDING THE STORM SHUTTERS AS REQUIRED |
| BY SEC. 106.3.3 CITY AMENDMENTS TO FBC. |
| TYPICALLY THIS IS DONE USING THE |
| STANDARD REVIEW STAMP USED FOR SHOP |
| DRAWINGS REVIEW. |
| |
| 5- STORM SHUTTERS: |
| A) PRODUCT APPROVAL SUBMITTED IS |
| INCOMPLETE. IT DIDN'T INCLUDE THE DWGS. |
| B) INSTALLATION SCHEDULE: |
| * WHY THE DESIGN PRESSURES ARE N/A?. |
| THIS IS THE MOST IMPORTANT INFORMATION |
| TO VERIFY COMPLIANCE OF PRODUCT BASED ON |
| THE CALCULATED DESIGN PRESSURES. NEED |
| THIS INFORMATION. SEE PLANS. |
| C) VERIFY SIZES FOR PANEL SPAN. EG: |
| OPENINGS 12 AND 13. IF THE OPENINGS ARE |
| 5'X6'-8" HOW COME THE PANEL SPAN IS |
| 88"?. ALSO, THIS APPLIES TO 4' HIGH |
| OPENINGS. WHY USING 68" LONG PANELS?. |
| |
| D) VERIFY STRUCTURE TO BE ATTACHED TO. |
| THIS IS A CONCRETE BLOCK STRUCTURE, NOT |
| POURED CONCRETE. REVISE AS REQUIRED. |
| |
| 6- DRAWING A-1: A) PROVIDE COMPLETE |
| DETAILS/SPECS FOR WOOD DECK OUTSIDE |
| MASTER BEDROOM AND FOR WOOD STEPS AT |
| REAR COVERED PORCH. SEC. 106.1.2 CITY |
| AMENDMENTS TO FBC 2004 AND R11.5.3.2. |
| B) UPDATE CODE REFERENCE SPECIFIED FOR |
| ATTIC ACCESS, FIREBLOCKING AND |
| WINDOW/DOOR GLAZING PROTECTION. THIS |
| IS A RESIDENCE THE CORRECT CODE THAT |
| REGULATES DWELLINGS IS THE RESIDENTIAL |
| 2004 CODE, NOT THE FBC 2004. REVISE AS |
| REQ'D AND CITE CORRECT CODE REFERENCE |
| SECTIONS FROM THE RESIDENTIAL CODE. |
| |
| 7- DRAWING SP-1: A) SURVEY DOESN'T MATCH |
| PLANS. SEE PLANS FOR PORCH DIMENSIONS |
| AND LOCATION. |
| B) NORTH ARROW ORIENTATION ON SITE PLAN |
| IS INCORRECT. SEE SURVEY FOR CORRECT |
| ORIENTATION AND REVISE AS REQUIRED. |
| |
| 8- DRAWING A-2: A) BEDROOM #1 WINDOW |
| DOESN'T COMPLY WITH EGRESS SECTIONS |
| R310.1.1 AND R310.1.2.BOTH WINDOWS IN |
| FRONT ELEVATION ARE SHOWN AS 3'X4' |
| WINDOWS. ACCORDING TO FLOOR PLAN WINDOW |
| IS 3'X5'. CLARIFY/REVISE AS REQUIRED. |
| B) LETTERS IDENTIFYING THE OPENINGS |
| DON'T MATCH FLOOR PLAN. REVISE AS REQ'D. |
| C) SPECIFY SIZE FOR MANUFACTURED |
| ALUMINUM LOUVERS AT FRONT AND BACK |
| ELEVATIONS. SEC. 106.1.2 CITY AMENDMENTS |
| TO FBC 2004 AND SECTION R806. |
| |
| 9- DRAWING A-3: A) SECTION "A": |
| * THERE IS NOT POURED CONCRETE ARCH. |
| SEE ELEVATIONS STRUCTURAL DWGS. REVISE. |
| ** WHERE IS DETAIL SHT 5? |
| |
| 10- DRAWING A-4: A) WALL SECTION "A". |
| SPECIFY FIREBLOCKING MATERIAL AND |
| REVISE REFERENCE FOR FIREBLOCKING. SEE |
| RESIDENTIAL 2004 FOR CORRECT CODE |
| SECTION. |
| B) WALL SECTION "B" DOESN'T MATCH |
| STRUCTURAL DRAWINGS AND ELEVATIONS. SEE |
| ROOF PORCH BEAM AND REVISE AS REQUIRED. |
| |
| 11- DRAWING S-2: A) TYP. ONE STORY |
| SECTION: SPECIFY SIZE AND LOCATION OF |
| ATTIC VENTS. PROVIDE SPECIFIC |
| INFORMATION. SECTION R806 2004. |
| B) DETAIL H: USP RT24 IS A WOOD TO WOOD |
| CONNECTOR. NEED TO SPECIFY WOOD TO |
| MASONRY CONNECTOR. REVISE AS REQUIRED. |
| |
| 12- DRAWING S-3: A) REVISE TRUSS ANCHOR |
| SCHEDULE. UPLIFT CAPACITY DOESN'T MATCH |
| UPLIFT CAPACITY SHOWN ON CURRENT USP |
| CATALOGUE. REVISE AS REQUIRED OR PROVIDE |
| COMPLETE ENGINEERING PACKAGE SHOWING WHY |
| CHANGING THE VALUES. SEC. 106.1.2 CITY |
| AMENDMENTS TO FBC 2004. |
| |
| 13- ENERGY CALCULATIONS: |
| A) IF THIS IS A MODEL HOUSE. ENERGY |
| CALCULATIONS NEED TO BE DONE FOR WORST |
| CASE SCENARIO OR MUST BE SITE SPECIFIC |
| WITH CORRECT HOUSE ORIENTATION. |
| CALCULATIONS SUBMITTED ARE NOT FOR WORST |
| CASE SCENARIO AND THEY DON'T MATCH THE |
| ACTUAL ORIENTATION OF THE HOUSE. SEE |
| SURVEY FOR CORRECT ORIENTATION. PROVIDE |
| CALCULATIONS THAT COMPLY WITH EITHER |
| WAY. |
| B) OVERHANG LENGTH AND HEIGHT DON'T |
| MATCH PLANS. SEE SECTION 13-601.2.A.3 |
| FOR PROPER WAY OF CALCULATING OVERHANG |
| LENGTH AND HEIGHT. AND REVISE AS |
| REQUIRED. |
| |
| 14- ARCHITECT'S TITLE BLOCK TO INCLUDE |
| ALL INFORMATION REQUIRED BY CHAPTER 481 |
| FLORIDA STATUTES AND 61G1-16.004 OF |
| FLORIDA ADMINISTRATIVE CODE. SEE |
| ATTACHED COPY.NEED NAME OF ARCHITECT |
| SIGNING AND SEALING PLANS. |
| |
| JULIO GOMEZ |
| BUILDING PLANS EXAMINER |
| (561)805-6712 |