| Date |
Text |
| 2003-09-15 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03061862 |
| | ADD: 819 HANSEN STREET |
| | CONT:SUINGLIO ESPEJO |
| | TEL: (561)305-0244 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 2ND REVIEW |
| | |
| | 1) THE FOURTH QUESTION FROM THE FIRST RE |
| | VIEW, SHEET A-1 SHOWS THAT THE CATEGORY |
| | ISTHEN THERE IS A "B" AND "C", EITHER |
| | CIRCLE OR "X" OUT THE ONE NOT USED. |
| | DO THE SAME FOR "SATUS"!!!!!!!!!!!!! |
| | |
| | 2) SHEET A-2 NOT THE BOTTOM OF THE |
| | FOUNDATION TO BE 8" BELOW GRADE.WRONG! |
| | 1804.1.3 THE BOTTOM OF THE FOUNDA- |
| | TION SHALL EXTEND NO LESS THAN 12" |
| | BELOW FINISH GRADE. |
| | |
| | 3) FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORT, SBCCI OR DADE COUNTY |
| | REPORT ARE ACCEPTED. MISSING REPORTS: |
| | A) SLIDING GLASS DOOR |
| | B) PAIR OF FRENCH DOORS W/ SIDELITES |
| | |
| | 4) MISSING BEAM INFORMATION, NO LAYOUT |
| | OF BARS REQUIRED OR SIZE, STIRRUPS ETC? |
| | SAME COMMENT AS 1ST REVIEW! |
| | |
| | 5) SECOND FLOOR ALSO MISSING INFORMATION |
| | AS TO WHAT MATERIAL IT IS MADE FROM? |
| | NO 2ND STORY FRAMING PLAN, THE SECTION |
| | PROVIDED FOR FIRST FLOOR REFER TO BOND |
| | BEAM SCHEDULE? WHERE? |
| | STRAPING NOTE SEE DETAIL 1/S2? WHERE? |
| | SAME COMMENTS FROM 1ST REVIEW!!! |
| | UPLIFT STRAPS FEFER TO ROOF FRAMING |
| | PLAN? WHERE? |
| | ROOF NAILING NOT TO CITY W. P. B. |
| | TABLE 2306.1 6" EDGE/ 6" INTERMEDIATES! |
| | |
| | 6) 1707.3.1 JOIST HANGERS, FRAMING |
| | ANCHORS & SIMILAR DEVICES SHALL BE TEST- |
| | ED IN ACCORDANCE W/ ASTM D 1761 & BE |
| | LABELED AND LISTED FOR THEIR LOAD CARRY- |
| | ING CAPACITY. |
| | INDICATE ON THE ROOF FRAMING PLAN THIS |
| | INFORMATION. |
| | 1609.4.3 LOAD REDUCTION. |
| | WHEN STRUCTURAL EFFECTS DUE TO TWO OR |
| | MORE LOADS IN COMBINATION WITH DEAD LOAD |
| | ARE INVESTIGATED IN LOAD COMBINATIONS OF |
| | 1609.4.1 OR 1609.4.2, THE COMBINED |
| | EFFECTS DUE TO THE TWO OR LOADS MULTI- |
| | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD |
| | LOADS SHALL NOT BE LESS THAN THE EFFECTS |
| | FROM THE LOAD COMBINATION OF THE DEAD |
| | LOAD PLUS THE LOAD PRODUCING THE LARGEST |
| | EFFECTS. INCREAS IN ALLOWABLE STRESS SPE |
| | CIFIED IN THE MATERIALS SECTIONS OF THIS |
| | CODE OR A REFRENCED STANDARD SHALL NOT |
| | BE USED WITH THESE LOAD COMBINATIONS |
| | EXCEPT THAT A DURATION OF LOAD INCREASE |
| | SHALL BE PERMITTED IN ACCORDANCE WITH |
| | CHAPTER 23. |
| | |
| | 7) 1707.4.4.2 TAPERED BUCKS: |
| | SHALL EXTEND BEYOND THE INTERIOR FACE |
| | OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS SUPPORTED. |
| | |
| | 8) PROVIDE (2) COPIES OF ENERGY SHEETS, |
| | ALL PRODUCT APPROVALS TO BE SUBMITTED. |
| | |
| | 9)BEFORE A PERMIT TO CONSTRUCT, MAY |
| | BE ISSUED, IMPACT FEES MUST BE PAID TO |
| | PALM BEACH COUNTY. THE ACTUAL PERMIT |
| | SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT |
| | ATTACHED TO THE PERMIT APPLICATION. |
| | PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | PLANS REQUIRE COUNTY STAMP REVIEWED!!!!! |
| | |
| | 10)PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| | THE PLANS WHEN RESUBMITTING PLANS. A |
| | TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW NUMBER, WITH A DESCRIPTION OF THE |
| | REVISION MADE, IDENTIFYING THE SHEET OR |
| | SPECIFICATION PAGE WHERE THE CHANGES CAN |
| | BE FOUND, WILL HELP TO EXPEDITE YOUR |
| | PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | JIM WITMER |
| | BUILDING PLAN REVIEW |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
