Date |
Text |
2007-03-26 18:00:32 | BUILDING REVIEW CHECKLIST: |
| 1- BUILDING VALUATION DECLARED ON PERMIT APPLICATION IS |
| TOO LOW.VALUE WAS UPDATED. OWES $630.39 FOR UPDATED |
| VALUE AND RADON FEES. |
| |
| 2- AFTER DRAWINGS ARE REVISED BRING THEM TO PALM BEACH |
| COUNTY AT 2300 N. JOG RD TO PAY IMPACT FEES. BRING BACK |
| STAMPED PLANS AND COPY OF PAID RECEIPT. |
| |
| 3- NEED RECORDED NOTICE OF COMMENCEMENT AS REQUIRED BY |
| SEC. 713.13 FLORIDA STATUTE. |
| |
| 4- PROVIDE SOIL TEST REPORT. |
| |
| 5- SHEET 1: |
| A) NORTH ARROW IN SITE PLAN IS POINTING TO THE WRONG |
| DIRECTION. SEE SURVEY AND REVISE AS REQUIRED. |
| |
| B) FOUNDATION WALL DOESN'T SHOW VERTICAL |
| REINFORCEMENT IN NORTH AND SOUTH WALL. PROVIDE |
| ENGINEERING CALCULATIONS SHOWING WHY REINFORCEMENT IS |
| NOT REQUIRED FOR LATERAL SUPPORT. SEC. 106.1.2 CITY |
| AMENDMENTS TO FBC 2004. |
| |
| C) FOUNDATION PLAN DOESN'T INDICATE WHICH COLUMN IS |
| C-1 AND WHICH IS C-2.ALSO, CLARIFY IF COLUMN C-2 IS |
| CONCRETE BLOCK WITH FILLED CELL OR TRUE CAST IN PLACE |
| CONCRETE COLUMN.DRAWING SHOW CONCRETE BLOCK WITH |
| FILLED CELL. WHILE SPECS CALL FOR CAST IN PLACE |
| CONCRETE COLUMN. REVISE AS REQUIRED. SEC. 106.1.2 CITY |
| AMENDMENTS TO FBC 2004. |
| |
| D) CLARIFY SPECS FOR COLUMN C-1: IT'S NOT CLEAR WHY |
| CALLING FOR DOWELS AT 4'-8" O.C. INTO EXISTING SLAB IF |
| ALL THIS IS NEW CONSTRUCTION? |
| |
| E) NOTE #4 SAYS "NO A/C WITHIN THE SCOPE OF THIS |
| PROJECT" BUT FLOOR PLAN ON SHEET 2 SPECIFIES A/C WORK. |
| CLARIFY/REVISE AS REQUIRED. |
| |
| 6- SHEET 2: |
| A) SPECIFY ATTIC ACCESS AS REQUIRED BY SEC. R807 OF |
| 2004 FLORIDA RESIDENTIAL CODE. |
| |
| B) SPECIFY SAFETY GLASS FOR WINDOW IN SHOWER AREA. |
| SEC. R308.4 OF 2004 FLORIDA RESIDENTIAL CODE. |
| ***NOTE: SAFETY GLASS IS REQUIRED NEXT TO THE EXTERIOR |
| DOOR IF WINDOW IS WITHIN 24" OF THE DOOR. SEE SEC. |
| R308.4 ABOVE. |
| |
| C) SPECIFY ALL LIVE AND DEAD LOADS AS REQUIRED BY |
| SEC. R301 OF 2004 FLORIDA RESIDENTIAL CODE AND TABLE |
| R301.5. |
| |
| D) SECOND STRUCTURAL NOTE CALLS FOR 40' (FEET?) MIN. |
| LENGTH FOR SPLICING. REVISE AS REQUIRED. |
| |
| E) SIMPSON CONNECTORS A AND B. SEE CURRENT CATALOG |
| FOR SPECIFIC NUMBER OF FASTENERS TO BE USED. OTHERWISE, |
| PROVIDE COMPLETE ENGINEERING ANALYSIS FOR FASTENERS |
| THAT DIFFER FROM THOSE TESTED AND PUBLISHED BY THE |
| MANUFACTURER. SEC. 106.1.2 CITY AMENDMENTS TO FBC |
| 2004. |
| |
| F) REVISE PLYWOOD SHEATHING NAILING SCHEDULE AND |
| ASTERISK NOTE. SEE SEC. R803.2.3.1OF 2004 FLORIDA |
| RESIDENTIAL CODE AND REVISE AS REQUIRED. |
| |
| G) REVISE ROOF SKETCH SHOWING ROOF ZONES. SEE FIGURE |
| R301.2(8) OF 2004 FLORIDA RESIDENTIAL CODE FOR CORRECT |
| ZONES ON HIP ROOF. |
| ***NOTE: SPECIFY DIMENSION A FOR WITH OF ZONES THAT |
| APPLY TO THIS PROJECT.SEC. R301 2004 FLORIDA |
| RESIDENTIAL CODE. |
| |
| H) ANCHOR VALLEY TRUSSES.THESE TRUSSES ARE |
| DESIGNED WITH CONTINUOUS UPLIFT LOADS AT BOTTOM CHORD, |
| NOT AT THE ENDS OF TRUSS. SEE TRUSS DRAWINGS AND REVISE |
| CONNECTORS AS REQUIRED. SEC. 106.1.2 CITY AMENDMENTS TO |
| FBC 2004. |
| |
| 7- SHEET 3: |
| A) PROVIDE ACTUAL CALCULATIONS FOR DESIGN PRESSURES |
| AT DOORS AND WINDOWS. SOME OF THESE OPENINGS ARE |
| LOCATED ON END ZONES, THEREFORE DESIGN PRESSURES ARE |
| HIGHER. SEE TABLER301.2(2) OF 2004 FLORIDA |
| RESIDENTIAL CODE. |
| |
| B) DESIGN CERTIFICATION FOR BUILDING CODE COMPLIANCE |
| INFORMATION NEEDS TO BE UPDATED: |
| * CODE EDITION 2004 FLORIDA RESIDENTIAL CODE AND |
| 2004 FBC. |
| ** ASCE 7-02, NOT ASCE 7-98. |
| *** SPECIFY BUILDING EXPOSURE. SEE SEC. R301 OF 2004 |
| FLORIDA RESIDENTIAL CODE. |
| **** SOIL BEARING CAPACITY: EXISTING? |
| ***** IMPACT PROTECTION. THERE IS NOT IMPACT GLASS |
| SPECIFIED ON PLANS. |
| |
| 8- SHEET 4: |
| A) ALL DRAWINGS AND SPECIFICATIONS FOR STRUCTURAL |
| BUCK DETAILS AT DOORS AND WINDOWS TO MATCH. SEE ANCHOR |
| TYPE AND SPACING. |
| |
| B) SEE SEC. R613.6.2 OF 2004 FLORIDA RESIDENTIAL |
| CODE FOR PROPER WAY OF INSTALLING STRUCTURAL BUCKS. |
| BUCKS NEED TO PROVIDE COMPLETE SUPPORT OF WINDOW/DOOR |
| FRAME. |
| |
| C) TYPICAL WALL SECTION: |
| * REVISE ROOF SHEATHING SPECS. |
| ** THERE IS NO SUPPORT SHOWN TO RECEIVE THE PLYWOOD |
| SOFFIT. |
| *** CLARIFY SPECS FOR 2X4 SUB FASCIA. FASTEN |
| W/12-16D NAILS? |
| **** SPECIFY FIREBLOCKING AS REQUIRED BY SEC. |
| R602.1.2 OF 2004 FLORIDA RESIDENTIAL CODE. |
| ***** REVISE NOTE REGARDING #5 EMBEDEMNT ON EXISTING |
| SLAB. THIS IS ALL NEW CONSTRUCTION. |
| |
| 9- PROVIDE PRODUCT APPROVAL AS REQUIRED BY DCA RULE |
| 9B-72 FOR: |
| A) EXTERIOR DOOR THAT MEETS THE DESIGN PRESSURES |
| CALCULATED ON PLANS. . CHECK DESIGN PRESSURES AFTER |
| DESIGN PRESSURES ARE REVISED ON PLANS. |
| |
| B) ASPHALT SHINGLES. NOA #02-1209.10 SUBMITTED FILE |
| IS CLOSED. SEE ATTACHED COPY OF DADE COUNTY WEBSITE. |
| |
| C) SINGLE HUNG WINDOW NOA #02-0604.03 SUBMITTED FILE |
| IS CLOSED ALSO. |
| |
| D) WINDOW MULLIONS. |
| |
| E) TRUSS STRUCTURAL CONNECTORS SPECIFIED ON PLANS. |
| |
| 10- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING |
| (NOT SIGNING AND SEALING) ALL PRODUCT APPROVALS AS |
| REQUIRED BY SEC. 106.3.3 CITY AMENDMENTS TO FBC 2004. |
| |
| 11- STORM SHUTTERS. PROVIDE COMPLETE INSTALLATION |
| SCHEDULE. SEE ATTACHED SAMPLE OF INSTALLATION SCHEDULE. |
| ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING |
| PRODUCT APPROVAL. |
| |
| 12- ENERGY CALCULATIONS: |
| A) NEED TO USE 2004 FORM. |
| |
| B) SLAB ON GRADE INSULATION AND TOTAL PERIMETER |
| DIMENSION AREWRONG. REVISE AS REQUIRED. SEE PLANS. |
| |
| C) MINIMUM SEER REQUIRED IS 13. REVISE AS REQUIRED. |
| |
| D) SEE SURVEY FOR CORRECT HOUSE CARDINAL ORIENTATION |
| AND REVISE AS REQUIRED. |
| |
| E) OVERHANG HEIGHT AND LENGTH IS INCORRECT. REVISE |
| AS REQUIRED. |
| |
| F) WALL EXTERIOR INSULATION IS WRONG. SEE PLANS AND |
| REVISE AS REQUIRED. |
| |
| JULIO GOMEZ |
| BUILDING PLANS EXAMINER |
| (561)805-6712 |