| Date |
Text |
| 2004-07-01 00:00:00 | DENIED |
| | |
| | 1) THE NOTICE OF COMMENCEMENT HAS NO |
| | DESCRIPTION OF WORK ON IT. SEE FS 713.13 |
| | SUBMIT RECORDED COPY OF NOC WITH ALL |
| | REQUIRED INFORMATION. |
| | |
| | 2) FBC* 1804.2.2AREA OF QUESTIONABLE |
| | SOIL.SUBMIT A GEOTECHNICAL REPORT |
| | TO VERIFY THE SAFE BEARING CAPACITY OF |
| | THE SOIL. |
| | |
| | 3) THE NAME AND SIGNATURE OF THE PERSON |
| | RESPONSIBLE FOR THE DESIGN OF THE |
| | STRUCTURE IS REQUIRED ON EACH SHEET OF |
| | THE DRAWINGS PER FBC 104.2.1. |
| | |
| | 4) SPECIFY THE BUILDING CATEGORY ON THE |
| | PLANS AS REQUIRED BY FBC 1606.1.7 (2). |
| | |
| | 5) SPECIFY THE DESIGN CRITERIA USED TO |
| | DESIGN THE STRUCTURE TO RESIST THE WIND |
| | LOADS IN FBC 1606 AND COMBINED LOADS IN |
| | FBC 1609. |
| | |
| | 6) THE FIRST FLOOR BATHROOM IS REQUIRED |
| | TO HAVE A DOOR WITH A 29" CLEAR OPENING. |
| | SEE FBC 11-4.22.2. |
| | |
| | 7) THE EGRESS WINDOWS IN THE SCHEDULE |
| | ARE 24-5 WINDOWS. |
| | |
| | 8) THE "+" FOR SECOND STORY TIE DOWNS |
| | ON A2 AND A5 ARE NOT CLEAR AS TO THE |
| | SPACING. IS THIS INDICATING THE FLOOR |
| | TRUSS CONNECTORS AT 2'OC OR THE WALL TO |
| | FLOOR TRUSS CONNECTIONS AT 4'OC? PLEASE |
| | CLARIFY. |
| | |
| | 10) CLARIFY THE LOCATIONS OF THE HD5 |
| | HOLDDOWN CONNECTORS. GIVE SPACING |
| | DIMENSIONS. NO HOLDOWNS ARE SPECIFIED |
| | AT THE SECOND FLOOR WEST WALL. INDICATE |
| | THE SECOND FLOOR SHEAR WALLS. |
| | |
| | 11) FBC 1503.4.4 REQUIRES GUTTERS AND |
| | DOWN SPOUTS ON ROOFS WITH LESS THAN 6" |
| | OF OVERHANG WITH WATER DISCHARGED ONE |
| | FOOT FROM STRUCTURE. SIZE AND DISCHARGE |
| | OF ROOF GUTTERS, SCUPPERS, ETC. PER FBC |
| | PLUMBING. SPECIFY THIS FOR THE FLAT ROOF |
| | AT GARAGE AND DECK. |
| | |
| | 12) SPECIFY THE 1-1/2" BLOCK RECESS |
| | WATERSTOP WHERE THE MASONRY WALL BEARS |
| | ON THE CONCRETE FLOOR. SEE CITY OF WPB |
| | AMENDMENTS TO FBC 2111.1.9. |
| | |
| | 13) SPECIFY THE EMBEDMENT DEPTH OF THE |
| | 3" DIAMETER PIPE COLUMN AT THE LOGGIA. |
| | |
| | 14) CLARIFY THE COLUMNS INDICATED ON A4 |
| | WITH THE TWO REINFORCING BARS. ARE THESE |
| | 8 X 16 BLOCK WITH 2 REINFORCED FILLED |
| | CELLS? |
| | |
| | 15) A5 SHOWS META 24 CONNECTORS FOR THE |
| | GARAGE ROOF AND D1 ON A8 SHOWS HETA 20 |
| | CONNECTORS. PLEASE CLARIFY. |
| | |
| | 16) DETAIL 1 ON A6 SHOULD THIS BE A SPH6 |
| | CONNECTOR INSTEAD OF HPH6 ? |
| | |
| | 17) SPECIFY THE BUCK ATTACHMENT FOR THE |
| | DOORS. |
| | |
| | 18) THE UPLIFT VALUE FOR THE META 24 |
| | CONNECTORS IS INCORRECT. IT SHOULD BE |
| | 1450#. SEE 2004 SIMPSON CATALOG. |
| | |
| | 19) PLEASE CLARIFY THE FOOTING THICKNESS |
| | DIMENSIONS LISTED ON A6. TOP OF FINISH |
| | FLOOR IS REQUIRED TO BE A MINIMUM OF 4" |
| | ABOVE FINAL GRADE AND BOTTOM IS REQUIRED |
| | TO BE MINIMUM OF 12" BELOW GRADE. FBC |
| | 1804.1.3 AND CITY AMEND. 1804.1.7. |
| | |
| | 20) THE UPLIFT VALUE OF THE HETA 20 ON |
| | A8 IS INCORRECT. IT SHOULD BE 1810# PER |
| | 2004 SIMPSON CATALOG. |
| | |
| | 21) THE STRUCTURE IS TYPE VI. PLEASE |
| | REVISE NOTE ON A8. |
| | |
| | 22) CLARIFY THE 2 DIMENSIONS GIVEN FOR |
| | THE FOOTER WIDTH IN DETAIL 1 ON A9. |
| | |
| | 23) THE DESIGN PRESSURE IN THE TABLE ON |
| | A9 IS INCORRECT FOR THE POSITIVE |
| | INTERIOR ZONE FOR 0-15 SQFT OPENINGS. |
| | SHOULD BE +35.3. |
| | |
| | 24) SPECIFY THE POSITIVE AND NEGATIVE |
| | OPENING PRESSURES FOR EACH WINDOW AND |
| | DOOR OPENING ON THE ELEVATIONS. |
| | |
| | 25) THE WELDED POST CAP & POST ASSEMBLY |
| | ON A9 IS REQUIRED TODESIGNED BY AN |
| | ARCHITECT OR ENGINEER. |
| | |
| | 26) SPECIFY THE EDGE DISTANCE AND CENTER |
| | TO CENTER SPACING OF THE REDHEADS USED |
| | TO ATTACH THE GARAGE DOOR BUCK ON SHEET |
| | A10. |
| | |
| | 27) FIREBLOCKING IS REQUIRED AT THE |
| | CONCEALED SPACE BETWEEN STAIR STRINGERS |
| | AT THE TOP AND BOTTOM OF RUNS PER FBC |
| | 2305.1.4. SPECIFY ON A11 AND A12. |
| | |
| | 28) FBC 1007.8.1 REQUIRES WINDERS TO |
| | HAVE A MINIMUM TREAD WIDTH OF 6" AND A |
| | MINIMUM TREAD DEPTH OF 11" AT A POINT |
| | 12" FROM THE NARROW EDGE. SPECIFY THIS |
| | ON PLANS. |
| | |
| | 29) CHECK CALCULATIONS FOR UPLIFT AT HIP |
| | ROOF GIRDER TRUSSES ON A13. UPLIFT MAY |
| | EXCEED 1260# AT THESE LOCATIONS. |
| | |
| | 30) SUBMIT STATE PRODUCT APPROVALS FOR |
| | OVERHEAD GARAGE DOOR, STRUCTURAL |
| | MULLIONS, STANLEY 6-PANEL DOOR, TRUSS |
| | CONNECTORS. |
| | |
| | 31) PLEASE CLARIFY ON A1 WHICH WINDOWS |
| | AND DOORS ARE TO BE IMPACT RESISTANT AND |
| | WHICH WILL BE SHUTTERED. |
| | |
| | SEE NOTES IN RED PENCIL ON THE PLANS. |
| | |
| | IF YOU HAVE QUESTIONS PLEASE CALL: |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
