| Date |
Text |
| 2017-04-06 16:11:57 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16111255 |
| | ADD: 2025 OKEECHOBEE BLVD. |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: 407-654-2521 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 2ND REVIEW |
| | DATE: THURS. APRIL 06/ 2017 |
| | ACTION: DENIED |
| | |
| | 1-2) COMPLIED. |
| | |
| | 3A) SEMI-COMPLIED. SUBMITTED A FLORIDA APPROVAL FL17690 |
| | FOR CURTAIN WALL CONSTRUCTION. THIS IS A 36 PAGE |
| | DOCUMENT, PLEASE CIRCLE (IDENTIFY) THE FOLLOWING : |
| | FOR ALL PRODUCTS WITH GLAZING, PLEASE IDENTIFY THE |
| | OPENING WIDTH & HEIGHT, TYPE OF GLAZING, MULLION |
| | INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE |
| | PRESSURES FOR EACH OPENING SIZE., 1609.6.4.4.1 |
| | COMPONENTS & CLADDING. |
| | |
| | 3B) SUBMITTED A FLORIDA APPROVAL FL17693 EXTERIOR DOOR |
| | IS A 26 PAGE DOCUMENT, PLEASE CIRCLE (IDENTIFY) THE |
| | FOLLOWING : |
| | FOR ALL PRODUCTS WITH GLAZING, PLEASE IDENTIFY THE |
| | OPENING WIDTH & HEIGHT, TYPE OF GLAZING, MULLION |
| | INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE |
| | PRESSURES FOR EACH OPENING SIZE., 1609.6.4.4.1 |
| | COMPONENTS & CLADDING. |
| | |
| | 1ST ROUND COMMENTS. SHEET A6 THE ELEVATIONS SHOW NEW |
| | GLAZING BEING INSTALLED, FL 17690 STOREFRONT PRODUCT |
| | APPROVAL WAS SUBMITTED FOR THIS REVIEW. PLEASE COMPLY |
| | WITH; |
| | FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS WHICH |
| | ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE REVIEWED |
| | AND APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR |
| | TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. FL |
| | 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC.. |
| | |
| | 4) PROVISO: FOR RACK STORAGE OVER 5 FOOT 9 INCHES TALL |
| | REQUIRES A SEPARATE PERMIT, PLANS AND ASSOCIATED FEES. |
| | |
| | 5) NEW COMMENT ALSO DEALS WITH THE MECHANICAL PLANS |
| | EXAMINERS COMMENTS SHEET M2 DETAIL 2 RTU ANCHORING. |
| | PLEASE NOTE THIS DESIGN IS FOR SEISMIC ZONES. WE ARE |
| | NOT IN A SEISMIC ZONE BUT A 170 MPH 3 SECOND GUST VULT |
| | WIND ZONE, EXPOSURE C AND A MEAN ROOF HEIGHT ABOVE 20 |
| | FEET. PLEASE PROVIDE AN ANALYSIS FOR THE ANCHORING OF |
| | THE RTU TO THE CURB. 2014 FBC-B 1604.4 ANALYSIS. LOAD |
| | EFFECTS ON STRUCTURAL MEMBERS AND THEIR CONNECTIONS |
| | SHALL BE DETERMINED BY METHODS OF STRUCTURAL ANALYSIS |
| | THAT TAKE INTO ACCOUNT EQUILIBRIUM, GENERAL STABILITY, |
| | GEOMETRIC COMPATIBILITY AND BOTH SHORT- AND LONG-TERM |
| | MATERIAL PROPERTIES. EVERY STRUCTURE SHALL BE DESIGNED |
| | TO RESIST THE OVERTURNING EFFECTS CAUSED BY THE LATERAL |
| | FORCES SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR |
| | WIND LOADS. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | DEVELOPMENT SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
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