| Date |
Text |
| 2006-03-31 00:00:00 | BUILDING REVIEW CHECKLIST: |
| | 1- NEED RECORDED NOTICE OF COMMENCEMENT. |
| | |
| | 2- PAY IMPACT FEES TO PALM BEACH COUNTY. |
| | BRING BACK STAMPED PLANS & PAID RECEIPT. |
| | |
| | 3- PROVIDE SOIL TEST REPORT. 2 COPIES. |
| | |
| | 4- SURVEY: A) REVISE FLOOD ZONE. FLOOD |
| | ZONE IS "B" NOT A8 AS PER FEMA LETTER OF |
| | MAP REVISION. |
| | B) SURVEY TO HAVE ORIGINAL SIGNATURE |
| | AS REQUIRED BY CHAPTER 472 FLORIDA |
| | STATUTE & FL. ADMINISTRATIVE CODE. |
| | |
| | 5- PROVIDE 2 COPIES FLORIDA OR LOCAL |
| | PRODUCT APPROVAL (DADE COUNTY NOA ALONE |
| | IS NOT AUTOMATICALLY AN STATEWIDE |
| | FLORIDA PRODUCT APPROVAL) FOR: |
| | A) POCKET SLIDING GLASS DOORS. |
| | B) SINGLE HUNG WINDOWS. IMPACT OR |
| | NON-IMPACT. NO BOTH |
| | C) FRENCH DOORS. IMPACT OR NON-IMPACT. |
| | NOT BOTH. |
| | D) WINDOW MULLIONS. |
| | E) FIXED WINDOWS AS SHOWN ON PLANS. |
| | IMPACT OR NON-IMPACT. NOT BOTH. |
| | F) ENTRY DOORS. |
| | G) ROOF TILE. |
| | H) GARAGE DOOR THAT MEETS THE DESIGN |
| | PRESSURES CALCULATED BY THE ENGINEER. |
| | I) ALL SIMPSON STRUCTURAL CONNECTORS |
| | SPECIFIED ON PLANS. |
| | |
| | 6- ENGINEER OF RECORD TO REVIEW AND |
| | APPROVE IN WRITTING ALL PRODUCT |
| | APPROVALS AS REQUIRED BY SEC. 106.3.3 OF |
| | CITY AMENDMENTS TO FBC 2004. |
| | |
| | 7- PROVIDE APPROVED LISTING AND SPECS |
| | FOR EXTERIOR HOOD ABOVE BBQ GRILL. |
| | |
| | 8- WINDOWS IN 2ND FLOOR LOFT ROOM DON'T |
| | MEET THE EGRESS REQUIREMENTS OF SECTION |
| | R310 2004 RESIDENTIAL CODE. PROVIDE AT |
| | LEAST ONE WINDOW THAT COMPLIES WITH THIS |
| | SECTION OR CONSPICUOUSLY WRITE DOWN ON |
| | ROOM THAT SUCH ROOM CAN'B BE USED FOR |
| | SLEEPING. |
| | |
| | 9- SPECIFY FASTENING FOR ROOF TILE AS |
| | REQUIRED BY SEC. 106.1.1.2 OF CITY |
| | AMENDMENTS TO FBC 2004 |
| | |
| | 10- PROVIDE SMOKE DETECTOR ON EACH FLOOR |
| | AS REQUIRED BY SEC. R313.1 OF 2004 |
| | RESIDENTIAL CODE. |
| | |
| | 11- ENERGY CALCULATIONS: |
| | A) NEED TO USE FORM 2004, NOT 2001. |
| | B) CALCULATIONS DON'T MATCH ACTUAL |
| | ORIENTATION OF THE HOUSE. SEE SURVEY FOR |
| | HOUSE ORIENTATION.CALCULATIONS MUST |
| | MATCH HOUSE ORIENTATION OR DONE FOR |
| | WORST CASE SCENARIO. REVISE AS REQUIRED. |
| | C) OWNER/AGENT TO SIGN AND DATE FORM |
| | D) COMPLETE ALL INFORMATION ON TOP OF |
| | FORM. |
| | |
| | 12- STORM SHUTTERS: |
| | A) PROVIDE 2004 FLORIDA PRODUCT |
| | APPROVAL, NOT 2001. |
| | B) PROVIDE KEY PLAN AND COMPLETE |
| | INSTALLATION SCHEDULE. SEE ATTACHED |
| | SAMPLE THAT CONTAINS ALL REQUIRED |
| | INFORMATION FOR PLAN REVIEW. |
| | |
| | 13- A) PROVIDE FIREPLACE COMPLETE |
| | APPROVED LISTING AND SPECS. SEC. R1004 |
| | 2004 RESIDENTIAL CODE. |
| | B) HEARTH IS REQUIRED. SEE SEC. |
| | R1004.2 2004 RESIDENTIAL CODE. REVISE |
| | NOTE ON PLANS AS REQUIRED. |
| | C) FLOOR PLAN TO SHOW FIREPLACE |
| | DIMENSIONS. |
| | |
| | 14- SPECIFY ATTIC ACCESS SIZE ABOVE |
| | GARAGE AND ABOVE MASTER BEDROOM CLOSET. |
| | SEC. R807 2004 RESIDENTIAL CODE. |
| | |
| | 15- IF NOT USING IMPACT GLASS, THEN |
| | SPECIFY SAFETY GLASS IN KITCHEN AREA, |
| | STUDY AREA, MASTER BATH AND 2ND FLOOR |
| | BATH AS REQUIRED BY SEC. R308.4 2004 |
| | RESIDENTIAL CODE. SEE PLANS. |
| | |
| | 16- A) STAIR WINDERS TO HAVE 6" MIN. |
| | WIDTH AT NARROWER SIDE AS REQUIRED BY |
| | SEC. R311.5.3.2 2004 RESIDENTIAL CODE. |
| | REVISE PLANS AS REQUIRED. |
| | B) STAIR SECTION ON SHEET #11: SHOW |
| | FIREBLOCKING MATERIAL AND LOCATION AS |
| | REQ'D BY SEC. R602.8 2004 RES. CODE. |
| | |
| | 17- ROOF SHEATHING NOTE ON DRAWING 1 AND |
| | ROOF SHEATHING SPECS ON DETAIL 1/8 DON'T |
| | MATCH. REVISE AS REQUIRED. |
| | |
| | 18- DRAWING #6: A) CONNECTOR #1 |
| | SPECIFIED FOR GIRDER TRUSS ABOVE KITCHEN |
| | ROOF IS A WOOD TO MASONRY CONNECTOR. |
| | NEED TO SPECIFY WOOD TO WOOD CONNECTOR |
| | BECAUSE GIRDER TRUSS IS RESTING ON WOOD |
| | BEARING WALL. REVISE AS REQUIRED. |
| | B) CONNECTOR #7 DOESN'T RESIST THE |
| | LATERAL LOADS. REVISE AS REQUIRED. SEC. |
| | 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | |
| | 19- DRAWING #13 AND #14: PROVIDE DESIGN |
| | PRESSURES FOR 16'-0" X 8'-0" GARAGE |
| | DOOR. CALCULATIONS SHOWN ARE FOR DOORS |
| | LESS THAN 12'-0" WIDE. REVISE AS REQ'D. |
| | |
| | JULIO GOMEZ |
| | BUILDING PLANS EXAMINER |
| | (561)805-6712 |
