| Date |
Text |
| 2001-10-31 00:00:00 | CHECKLIST: |
| | 1-NEED TO RECORD NOTICE OF COMMENCEMENT |
| | WITH THE COURTHOUSE. |
| | 2-AFTER CORRECTIONS ARE DONE TO ORIGINAL |
| | DRAWINGS, TAKE THEM TO THE PALM BEACH |
| | COUNTY BUILDING TO PAY IMPACT FEES. |
| | BRING BACK STAMPED DRAWINGS AND PAID |
| | RECEIPT. |
| | 3-ARCHITECT TO COMPLETELY FILL OUT THE |
| | DESIGN CERTIFICATION FOR BUILDING CODE |
| | COMPLIANCE FORM (ATTACHED). |
| | 4-ARCHITECT TO SPECIFY THE DESIGN |
| | PRESSURES CALCULATED FOR ALL EXTERIOR |
| | OPENINGS AS REQUIRED BY SECTION 1606 |
| | OF SBC 1997 (CLADDING & COMPONENTS). |
| | 5-SINGLE HUNG WINDOWS 24 DON'T COMPLY W/ |
| | EGRESS REQUIREMENTS SEC. 1005.4 SBC/97 |
| | MINIMUM CLEAR HEIGHT TO BE 24". |
| | 6-NEED 2 COPIES OF PRODUCT APPROVALS FOR |
| | A)ROOF SINGLES. B)SINGLE HUNG WINDOWS. |
| | C)WINDOW MULLIONS AND D)EXTERIOR FRENCH |
| | DOORS. |
| | 7-PROVIDE COMPLETE TYPICAL WALL SECTION |
| | SPECIFYING: |
| | A)VAPOR BARRIER: SEC. 1909.2 SBC 1997. |
| | B)SOIL BEARING CAPACITY ASSUMED FOR THIS |
| | DESIGN. SEC. 104.2.2 CITY AMENDMENTS. |
| | C)FOOTING TO HAVE MIN. 12" BELOW FINISH |
| | GRADE. SEC. 1804.1.3 SBC 1997. |
| | D)SPECIFY SIZE OF ATTIC VENTS THAT |
| | COMPLY W/ SEC. 2309.7 SBC 1997. |
| | E)SPECIFY FIREBLOCKING. SEC. 2305 SBC/97 |
| | 8-ARCHITECT TO DATE DRAWINGS AT TIME OF |
| | SEALING THEM AS REQUIRED BY CHAPTER |
| | 481 OF FLORIDA STATUTES WHEN SUBMITT'G |
| | DOCUMENTS FOR PUBLIC RECORDS. |
| | 9-PROVIDE 2 COPIES OF PRODUCT APPROVAL |
| | FOR STORM PANELS AND COMPLETE INSTALL- |
| | ATION SCHEDULE, AS PER CITY SAMPLE |
| | ATTACHED COPY. |
| | A)ARCHITECT TO CLARIFY GENERAL NOTE |
| | #3: SHATTER PROOF GLASS AND MISSILE |
| | IMPACT GLAZING ARE DIFFERENT THINGS. |
| | CLARIFY IF THE INTENTION IS TO SPECIFY |
| | MISSILE IMPACT GLAZING FOR HURRICANE |
| | PROTECTION. IF SO, THEN PROVIDE THE |
| | REQUIRED PRODUCT APPROVALS. |
| | B)IF USING STORM SHUTTERS, ARCHITECT TO |
| | SPECIFY HOW ARE THE OPENINGS REINFORCED |
| | TO RECEIVE THE INSTALLATION OF THEM. |
| | 10-WHERE IS THE ENGINEER'S SURVEY |
| | MENTIONED ON SITE PLAN. |
| | 11-PROVIDE ROOF FRAMING PLAN INDICATING: |
| | A)ROOF SHEATHING FASTENING: TYPE, SIZE & |
| | SPACING. TABLE 2306.1 CITY AMENDMENTS |
| | TO SBC 1997 INCLUDING GABLE END ZONE. |
| | B)UPLIFT LOADS CALCULATED AND HURRICANE |
| | ANCHOR SCHEDULE. |
| | 12-SPECIFY ATTACHMENT OF NEW CONSTRUCT'N |
| | TO EXISTING. INCLUDING ROOF, WALL AND |
| | CONCRETE SLAB AND FOOTING. SEC. 104.2.2 |
| | OF CITY AMENDMENTS TO SBC 1997. |
| | 13-PROVIDE ATTIC ACCESS. SEC 2309.6 SBC |
| | 14-PROVIDE COMPLETE STRUCTURAL BUCK |
| | DETAIL FOR DOORS AND WINDOWS. SEC. |
| | 1606 SBC/97 FOR CLADDING & COMPONENTS. |
| | 15-PROVIDE ENERGY CALCULATIONS AS REQ'D |
| | BY FL. ENERGY CODE 1997 EDITION. |
| | 16-SPECIFY NAILING OF TRUSS ANCHOR TA24 |
| | BY HUGHES THAT WILL RESIST THE UPLIFT |
| | LOADS CALCULATED. |
| | 17-PROVIDE COMPLETE GABLE END WALL SEC. |
| | SHOWING ALL STRUCTURAL COMPONENTS. |
| | -CLARIFY IF HAVING A RAKE TIE BEAM OR |
| | KNEE WALL ABOVE THE TIE BEAM. |
| | SEC. 104.2.2 CITY AMENDMENTS TO SBC/97 |
| | 18-SPECIFY TIE BEAM AND LINTELS. |
| | SEC. 104.2.2 CITY AMENDMENTS TO SBC/97 |
| | |
| | |
| | NOTE: |
| | PLEASE RETURN REVIEWED SET AFTER |
| | CORRECTIONS ARE DONE TO ORIGINAL DRAWING |
| | IN ORDER TO EXPEDITE THE REVIEW PROCESS. |
