| Date |
Text |
| 2011-06-08 09:59:25 | BUILDING PLAN REVIEW |
| | PERMIT: 11050023 |
| | ADD: 1009 BANYAN BLVD |
| | CONT: TO BE DETERMINED |
| | TEL: (561)494-1046 |
| | |
| | 2007 FLORIDA BUILDING CODE W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS CHAPTER 1 |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) A PROPERLY LICENSED CONTRACTOR SHALL APPLY FOR |
| | PERMIT BEFORE A PERMIT MAY BE ISSUED. 105.1 2004 WPB |
| | ADMINISTRATIVE CODE. |
| | |
| | 2) ) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, |
| | PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING |
| | REPORTS ARE AS FOLLOWS: |
| | |
| | 2A) WINDOWS |
| | |
| | 2B) EXTERIOR SWING DOORS |
| | |
| | 2C) EXTERIOR OVERHEAD DOORS |
| | |
| | 2D) EXTERIOR WALL LOUVERS |
| | |
| | 2E) ROOF ASSEMBLIES |
| | |
| | 2F) FIRE RATED DOORS AND FRAMES |
| | |
| | 2G) FIRE RATED LOUVERS |
| | |
| | 3) 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE |
| | REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND |
| | APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO |
| | SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | |
| | PLEASE NOTE: THE PERMIT CAN BE ISSUED WITHOUT THE |
| | PRODUCT APPROVALS, BUT EACH OF THE 7 PRODUCTS LISTED |
| | WILL BE CONSIDERED AS REVISIONS AND REVIEWS WITH |
| | ASSOCIATED FEES. PRESSURES FOR COMPONENTS AND CLADDING |
| | ARE LOCATED ON SHEET GS-1. |
| | |
| | 4) SHEET GS-1 INDICATES THE SOILS DESIGN CRITERIA AS 3, |
| | 000 DEAD PLUS LIVE LOADS AND 3,990 ALL LOADS INCLUDING |
| | WIND AND SEISMIC LOADS (PSF) BUT NO SOILS REPORT HAS |
| | BEEN PROVIDED. 1802.2.1 QUESTIONABLE SOIL. WHERE THE |
| | SAFE-SUSTAINING POWER OF THE SOIL IS IN DOUBT, OR WHERE |
| | A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS |
| | CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL REQUIRE |
| | THAT THE NECESSARY INVESTIGATION BE MADE. SUCH |
| | INVESTIGATION SHALL COMPLY WITH THE PROVISIONS OF |
| | SECTIONS 1802.4 THROUGH 1802.6 . |
| | |
| | 5) TRUSS DESIGN: |
| | |
| | 5A) SHEET GS-6 NOTE# 8 INDICATES ADDITIONAL AXIL LOADS |
| | OF 1 KIP AT BOTTOM CHORD OF TRUSSES THAT PASS OVER WALL |
| | ON GRIDLINE "C". NEITHER THE STRUCTURAL PLANS NOR |
| | ARCHITECTURAL SHEETS? ADDITIONAL INFORMATION REQUIRED? |
| | 106.1.2. |
| | |
| | 5B) SHEET 15S-3 THE TRUSS LAY OUT SHEET HAS TO DETAIL |
| | MARKERS, S904 & S-557. IN BOTH CASES THEY ARE TO BE |
| | ATTACHMENT DETAILS, PART OF THE MWFRS |
| | FBC-B 1609.1.1. NO ATTACHMENT DETAILS WERE FOUND. NOTE |
| | 4 FOUND ON THE SAME PAGE INDICATES THIS CONNECTION TO |
| | BE DESIGNED BY TRUSS ENGINEER. PLEASE PROVIDE |
| | CONNECTIONS AND TRUS ENGINEERING. TRUSS ENGINEERS |
| | NORMALLY PROVIDE TRUSS TO TRUSS CONNECTIONS. NOT THE |
| | TRUSS TO BEAM CONNECTIONS. |
| | PLEASE SHOW LOADS TO BE RESISTED INCLUDING UPLIFT, |
| | LATERAL & GRAVITY LOADS INCLUDING LOADS TO BE |
| | CONSIDERED IN COMMENT (5A). |
| | |
| | |
| | |
| | |
| | INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY. |
| | A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW |
| | COMMENT 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. |
| | |
| | JAMES A. WITMER C.B.O. |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: (561)805-6715 |
| | FAX:(561)805-6731 |
| | E-MAIL: [email protected] |
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