| Date |
Text |
| 2016-10-14 09:06:57 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16071135 |
| | ADD: 1897 PALM BEACH LAKES BLVD UNITS 118,119,120, |
| | 121,122 & 123. |
| | CONT: HALLMARK & SONS INC. |
| | TEL: 561-644-3498 |
| | 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. |
| | |
| | 3RD REVIEW |
| | DATE: FRI. OCT. 14/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) 3RD REQUEST. SEE NOTES FROM SUPERVISOR MR. STEVE |
| | KENNEDY. |
| | 9/29/16 SPOKE TO DAVID NEEDLE, OWNER REGARDING B2 |
| | REVIEW AS HE IS CONCERNED ABOUT THE REQUIREMENT FOR |
| | UNITITY OF TITLE. ADVISED HIM TO PROCEED WITH THE |
| | RE-SUB TO ADDRESS THE OTHER B2 COMMENTS, SO HE CAN MOVE |
| | CLOSER TO ISSUANCE. DID NOT RESOLVE THE UNITITY ISSUE |
| | BUT EXPLAINED THE T-601 IMPLICATION WHICH HE WAS |
| | UNAWARE OF. HE MENTIONED VINCE NOEL SO I LATER SPOKE TO |
| | VINCE AND VERIFIED THE UNITITY PROCESS IS THE |
| | APPROPRIATE MECHANISM TO MOVE FORWARD. SAK. |
| | |
| | |
| | SHEET A1 & A2 SHOW THE RECONFIGURATION OF COMMERCIAL |
| | CONDOMINIUM UNITS. UNITY OF TITLE. |
| | THE PROPOSED BUILDING STRUCTURE TRANSGRESSES LEGAL |
| | BOUNDARY LINES BETWEEN THE LOTS WHICH COMBINE TO FORM |
| | 'THE SITE'. A 'UNITY OF TITLE' SHALL BE RECORDED AT THE |
| | COUNTY COURTHOUSE. SUBMIT A COPY OF THE RECORDED 'UNITY |
| | OF TITLE' DOCUMENT SO THAT FBC TABLE 601 BOUNDARY LINE |
| | REQUIREMENTS MAY BE DEEMED NOT APPLICABLE. |
| | SEE WEBSITE FOR APPLICATION: |
| | HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP |
| | "APPLICATION FOR UNITY OF TITLE" |
| | HTTP://WWW.WPB.ORG/ENGINEERING/UPLOADS/2010-10-12-14-45 |
| | -38-UNITYOFTITLE3.PDF |
| | VINCENT J NOEL |
| | SURVEYOR/REAL ESTATE SUPERVISOR |
| | ENGINEERING SERVICES DEPARTMENT |
| | 401 CLEMATIS STREET |
| | WEST PALM BEACH, FL 33401 |
| | PHONE: 494-1040 EXT: 1096 |
| | FAX: 494-1116 |
| | E-MAIL: [email protected] |
| | ********************************************* |
| | MANUEL JULIAN GONZALEZ |
| | ENGINEERING PROJECT COORDINATOR |
| | ENGINEERING SERVICES DEPARTMENT |
| | 401 CLEMATIS STREET, 4TH FLOOR |
| | WEST PALM BEACH, FL 33401 |
| | (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402) |
| | MAIN PHONE: (561) 822-1200 |
| | DIRECT: (561) 494-1085 |
| | FAX: (561) 494-1116 |
| | MOBILE: (561) 644-7301 |
| | EMAIL: [email protected] |
| | WWW.WPB.ORG/ENGINEERING |
| | |
| | 2-6) COMPLIED |
| | |
| | 7-9) COMPLIED. |
| | |
| | 10) 3RD REQUEST. SEMI-COMPLIED. SHEET A-7 SHOWS |
| | PRESSURES FOR VASD 1227.8 FOR A 10 FT. TALL BUILDING. |
| | PLEASE NOTE THIS IS A 2 STORY BUILDING WITH PARAPET, |
| | PRESSURES ARE LOW. FBC-B TABLE 1609.7(2) ADJUSTMENT |
| | FACTORS FOR BUILDING HEIGHT AND EXPOSURE. 20 FEET / |
| | MULTIPLIER 1.29. |
| | |
| | |
| | 2ND REQUEST. SEMI-COMPLIED. SHEET A7 SHOWS WIND DESIGN |
| | CRITERIA, BUT IT IS ILLEGIBLE, TO SMALL AND FUZZY TO |
| | READ. I ALSO BELIEVE THE EXPOSURE PROVIDED IS A B |
| | EXPOSURE. PLEASE REVIEW TO THE NORTHEAST THE |
| | CONVERGENCE OF PALM BEACH LAKES & I-95 CREATES A C |
| | EXPOSURE AS WELL AS TO THE NORTHWEST A LAKE AND AGAIN |
| | I-95. FBC-B 1609.4.2 SURFACE ROUGHNESS CATEGORIES. |
| | SURFACE ROUGHNESS C. OPEN TERRAIN WITH SCATTERED |
| | OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS THAN 30. |
| | THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, AND |
| | GRASSLANDS. THIS SURFACE ROUGHNESS SHALL ALSO APPLY TO |
| | ANY BUILDING LOCATED WITHIN SURFACE ROUGHNESS B TYPE |
| | TERRAIN WHERE THE BUILDING IS WITHIN 100 FEET |
| | HORIZONTALLY IN ANY DIRECTION OF OPEN AREAS OF SURFACE |
| | ROUGHNESS C OR D-TYPE TERRAIN THAT EXTENDS MORE THAN |
| | 600 FEET IN THE UPWIND DIRECTION AND A WIDTH GREATER |
| | THAN 150 FEET. |
| | 1ST ROUND COMMENT. THE NEW TENANT SPACE TO THE RIGHT |
| | SHOWS NEW DOUBLE EGRESS DOOR ON THE FRONT OF THE |
| | BUILDING. PLEASE PROVIDE THE WIND DESIGN CRITERIA FOR |
| | THIS OPENING. |
| | 2014 FBC-B 1603.1.4 WIND DESIGN DATA. THE FOLLOWING |
| | INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN, |
| | REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF |
| | THE LATERAL FORCE-RESISTING SYSTEM OF THE STRUCTURE: |
| | |
| | 10.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND |
| | GUST), MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND |
| | SPEED, VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | |
| | 10.2. RISK CATEGORY. |
| | |
| | 10.3. WIND EXPOSURE. |
| | |
| | 10.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 10.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/ |
| | M2). |
| | TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. |
| | 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | |
| | |
| | 11-18) COMPLIED. |
| | |
| | 19) 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] |
| | |
