| Date |
Text |
| 2016-08-05 07:09:10 | 08/01/2016 NO PLAN IN CUBICLE< NOT SIGNED |
| | OUT!!!!!!!!!!!!!!!!!!!!!!!!!! |
| | 08/05/2016 NO PLAN IN CUBICLE< NOT SIGNED |
| | OUT!!!!!!!!!!!!!!!!!!!!!!!!!! |
| | 08/10/2016 NO PLAN IN CUBICLE< NOT SIGNED |
| | OUT!!!!!!!!!!!!!!!!!!!!!!!!!!! |
| | |
| | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16051290 |
| | ADD: 701 S. ROSEMARY AVE. SUITE : 101 |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: 856-6655/ NEYITA LEIVA |
| | E-MAIL: |
| | |
| | 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: SAT. AUGUST 13/ 2016 |
| | ACTION: DENIED |
| | |
| | NOTICE: NEXT REVIEW CYCLE PLEASE CORRELATE SHEETS SO |
| | THEY WILL BE IN ORDER SHEETS S-3.0 AND S-3.1 ARE OUT OF |
| | ORDER AT THE BACK OF THE PLANS!!!!!1 |
| | |
| | |
| | 1-5) COMPLIED. |
| | |
| | 6A) 2ND REQUEST. THE A-8.0 SHEET HAS BEEN REVISED BUT |
| | THE ARCHITECTURAL SHEET FOR THIS DETAIL AND THE |
| | STRUCTURAL SHEETS S-3.0 FOR THE SAME ISSUES DO NOT |
| | MATCH THE MATERIAL TO BE INSTALLED. |
| | DISCREPANCY IN PLANS, 107.2.1.3. ADDITIONAL INFORMATION |
| | REQUIRED. |
| | 1ST ROUND OF COMMENT. SHEET A-8.0 DETAILS SHOW THE USE |
| | OF STEEL TUBES IN THE HEADER AND SILL DESIGN WHERE AS |
| | THE STRUCTURAL SHEET S-3.0 DETAIL # 1 SHOWS THE USE OF |
| | A CONCRETE SILL AND CONCRETE LINTEL AND STEEL. |
| | DISCREPANCY IN PLANS, 107.2.1.3. ADDITIONAL INFORMATION |
| | REQUIRED. |
| | |
| | 6B) COMPLIED. |
| | |
| | 7-8) DEFERRED SUBMITTALS: 2014 FBC-B 1609.1.2 |
| | PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE |
| | 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR |
| | CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| | APPROVALS: |
| | (31)(A) EXTERIOR DOORS. |
| | (B) WINDOWS |
| | (G) ROOF TOP CURBS, PRE-ENGINEERED A/C STANDS |
| | |
| | 8) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA |
| | RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| | THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | 9) 2ND REQUEST. PROVIDE ENGINEERED DETAILS FOR MOUNTING |
| | OACU-1 CURB TO THE ROOF STRUCTURE AND THE UNIT TO THE |
| | CURB. SHEET S-2.2 INDICATES DETAILS FOR OACU-1, & |
| | OACU-2 FOUND ON SHEET S3.1 SEE DETAIL # 1 CUT SECTION |
| | THAT SHOWS THE ADDITIONAL ROOF FRAMING REQUIRED. NOTE |
| | CURB MOUNTED CONDENSING UNITS SEE MECH. DRAWINGS. SHEET |
| | M7.2 CURB ROOF DETAILS. IN THE DETAIL THERE IS A |
| | SPECIAL NOTE. FOR BOTH THE ATTACHMENT OF THE CURB TO |
| | THE ROOF FRAMING AND THE UNIT TO THE CURB TO BE |
| | DETERMINED AND VERIFIED BY THE STRUCTURAL ENGINEER. |
| | ADDITIONAL ENGINEERING CALS. DATED JULY 22/ 2016 PAGES |
| | 1-5 C & C ROOF TOP EQUIPMENT AND PAGE 6 REACTIONS DUE |
| | TO WIND OVERTURNING ON THE CU EQUIPMENT. THE |
| | CALCULATIONS FOR THE LOADS TO BE RESISTED ARE THERE BUT |
| | NOT THE ATTACHMENT METHOD TO RESIST THE LOADS FOR THE |
| | CURB TO THE ROOF FRAMING MEMBERS NOR THE ROOF TOP UNIT |
| | TO THE CURB!!!!!! |
| | |
| | COMMENT FROM THE 1ST REVIEW CYCLE. PROVIDE ENGINEERED |
| | DETAILS FOR MOUNTING OACU-1 CURB TO THE ROOF STRUCTURE |
| | AND THE UNIT TO THE CURB. |
| | 2014 FBC-B 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? |
| | 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL |
| | EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO |
| | WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND |
| | PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 10) 2ND REQUEST. PLEASE INDICATE IF THIS PERMIT IS FOR |
| | A CHANGE OF OCCUPANCY TO AN A2 OCCUPANCY. IF SO PLANS |
| | ARE TO BE SUBMITTED TO P.B.C. IMPACT FEE OFFICE FOR |
| | IMPACT FEE ASSESSMENT. |
| | |
| | 11) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE ANY VOIDED SHEETS & 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 CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
