| Date |
Text |
| 2019-08-13 12:06:28 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19060803- IBIS GOLF TRAINING FACILITY |
| | ADD: 8225 IBIS ROAD |
| | CONT: THE WEITZ CO. |
| | TEL: 561-214-1561 |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION. |
| | |
| | 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| | CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| | SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 2ND REVIEW |
| | DATE: TUES. AUGUST 13, 2019 |
| | ACTION: DENIED |
| | |
| | 1) 2ND REQUEST. THE SUBMITTED SOILS REPORT IS A PAPER |
| | COPY THAT WAS SCANNED AND UPLOADED INTO THE COMPUTER. |
| | 61G15-23.003 PROCEDURES FOR SIGNING AND SEALING |
| | ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS, |
| | REPORTS OR OTHER DOCUMENTS. |
| | (1) ENGINEERING WORK WHICH MUST BE SEALED UNDER THE |
| | PROVISIONS OF CHAPTER 471, F.S., STORED OR TRANSMITTED |
| | IN AN ELECTRONIC FORMAT, SHALL BE SIGNED, DATED AND |
| | SEALED BY THE PROFESSIONAL ENGINEER IN RESPONSIBLE |
| | CHARGE. |
| | |
| | 1ST ROUND COMMENTS. SHEET S-2 UNDER THE HEADING OF |
| | FOUNDATION INDICATES THERE IS A FOUNDATION |
| | INVESTIGATION REPORT PREPARED BY TERRACON. PLEASE |
| | PROVIDE A SIGNED AND SEALED OR ELECTRONIC SIGNATURE AND |
| | SEAL TO THE BUILDING DEPARTMENT IN COMPLIANCE WITH: |
| | 2017 FBC-B SECTION 2017 FBC-B 1803.5.2 QUESTIONABLE |
| | SOIL. WHERE THE CLASSIFICATION, STRENGTH OR |
| | COMPRESSIBILITY 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 BE |
| | PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION |
| | BE CONDUCTED. |
| | |
| | 2) 2ND REQUEST. THE RESPONSE LETTER INDICATES THE |
| | ENERGY CALCULATIONS WERE SUBMITTED, NOT SHOWING UP AS A |
| | PLAN OR FILE IN THE FOLDER. THIS REVIEW CYCLE NO ENERGY |
| | CALCULATIONS WERE SUBMITTED. 2017 FBC-ENERGY CODE: |
| | C401.2 APPLICATION. |
| | COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE |
| | FOLLOWING: |
| | 1.THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1, EXCLUDING |
| | SECTION 9.4.1.1(G) OF THE STANDARD. |
| | 2.THE REQUIREMENTS OF SECTIONS C402 THROUGH C405. IN |
| | ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY |
| | WITH SECTION C406 AND TENANT SPACES SHALL COMPLY WITH |
| | SECTION C406.1.1. |
| | 3.THE REQUIREMENTS OF SECTIONS C402.5, C403.2, C404, |
| | C405.2, C405.3, C405.5, C405.6 AND C407. THE |
| | BUILDING ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 |
| | PERCENT OF THE STANDARD REFERENCE DESIGN |
| | BUILDING. |
| | |
| | 3) COMPLIED. COMPONENTS AND CLADDING PRESSURES FOR |
| | ZONES 1,2,3,4 & 5 ARE ALL GOOD AND LISTED IN VASD. |
| | |
| | 3A-B) THE DESIGNER OF RECORD HAS REQUESTED THE PRODUCT |
| | APPROVALS TO BE 107.3.4.2 DEFERRED SUBMITTALS. FOR THE |
| | PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS ARE |
| | DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT |
| | SUBMITTED AT THE TIME OF THE APPLICATION AND THAT ARE |
| | TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A |
| | SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL |
| | HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE |
| | REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE |
| | SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION |
| | DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL. |
| | |
| | DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| | SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| | THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| | INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| | BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| | THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| | ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| | SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT |
| | OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, |
| | RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS |
| | OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| | APPROVALS: |
| | (31)(A) EXTERIOR DOORS , OVERHEAD COILING DOORS, |
| | MULLIONS & ROOF HATCHES. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP |
| | VENTILATORS |
| | (E) SHUTTERS |
| | (F) SKYLIGHTS |
| | (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C |
| | STANDS |
| | |
| | 3C) COMPLIED. DEFERRED SUBMITTAL. 107.3.4.2. SHEET |
| | AE-103 DETAIL # 6 SHOWS THE INSTALLATION OF A |
| | GALVANIZED OVERHEAD DOOR & GUIDES. THERE IS ALSO A NOTE |
| | THAT IF EXPANSION BOLTS ARE INSTALLED PER THE |
| | MANUFACTURES WRITTEN SPECIFICATION. PLEASE SUBMIT FOR |
| | REVIEW BY THE DESIGNER OF RECORD AND HIGHLIGHT THE |
| | BACKSET FROM THE EDGE OF THE CONCRETE COLUMN (SHEET |
| | S-1FOUNDATION NOTE 5 TC-1 COLUMN) AND THE DERATING OF |
| | BOLT AND THE REQUIRED SPACING TO MEET THE WIND LOAD |
| | PRESSURES. 107.2.1.2 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 4) 2ND REQUEST. SHEET AE101 SHOWS THE USE OF A |
| | DECORATIVE FOAM BAND. . PLEASE SHOW COMPLIANCE WITH |
| | SECTION 1408 OF THE 2017 FBC-B EFIS. HOW WILL HE EFIS |
| | TRIM BE ANCHORED TO THE BUILDING SECTIONS 1408.3 AND |
| | 1408.4. 2017 FBC-B SECTION 1408.4 WEATHER RESISTANCE. |
| | EIFS SHALL COMPLY WITH SECTION 1403 AND SHALL BE |
| | DESIGNED AND CONSTRUCTED TO RESIST WIND AND RAIN IN |
| | ACCORDANCE WITH THIS SECTION AND THE MANUFACTURER?S |
| | APPLICATION INSTRUCTIONS. |
| | |
| | 5) PLEASE REVIEW SHEET AE102 DETAIL # 2 & 5. THE PLAN |
| | INDICATES THE INSTALLATION OF HIGH RIB GALVANIZED METAL |
| | LATH AND THE USE OF 1 INCH WOOD PURLINS TO BE ATTACHED |
| | TO THE BOTTOM CHORD OF THE WOOD ROOF TRUSSES. PLEASE |
| | REVIEW IN THE 2017 FBC-B SECTION 2511.1.1 INSTALLATION |
| | AND TABLE 2511.1.1 LATHING & FURRING (CEMENT PLASTER/ |
| | STUCCO) ASTM C1063. |
| | |
| | 5A) 2ND REQUEST. NAILS OR SCREWS? THE LENGTH OF |
| | PENETRATION INTO THE FRAMING MEMBER VARIES. |
| | 1ST ROUND COMMENTS. PLEASE NOTE THIS NOTE DOES NOT |
| | INDICATE THE ATTACHMENT METHOD OF THE WIRE LATH INTO |
| | THE HORIZONTAL PURLIN, NOR DOES THE NOTE INDICATE HOW |
| | THE PURLIN IS TO BE ANCHORED INTO THE BOTTOM OF THE |
| | ROOF TRUSS? |
| | WHEN REVIEWING ASTM C1063 IF NAILS ARE TO SECURE THE |
| | METAL EXPANDED 3/ 8 INCH RIB LATH THE HORIZONTAL PURLIN |
| | WITH EITHER NAILS OR STAPLES, NOT LESS THAN 1 INCH |
| | PENETRATION INTO THE HORIZONTAL WOOD FRAMING MEMBER. |
| | SEE ASTM C1063- 7.10.2.3. |
| | |
| | 5B) 2ND REQUEST. NAILS OR SCREWS? THE LENGTH OF |
| | PENETRATION INTO THE FRAMING MEMBER VARIES. 1ST ROUND |
| | OF COMMENTS. ASTM 1063-7.10.2.5. SCREWS USED TO ATTACH |
| | METAL PLASTER BASE TO HORIZONTAL AND VERTICAL FRAMING |
| | MEMBERS SHALL PENETRATE NOT LESS THAN 5/8 INCH INTO THE |
| | MEMBER WHEN THE LATH IS INSTALLED AND SHALL ENGAGE NOT |
| | LESS THAN 3 STRANDS OF LATH. WHEN INSTALLING RIB LATH |
| | THE SCREWS SHALL PASS THROUGH, BUT NOT DEFORM THE RIB. |
| | |
| | 5C) INFORMATIONAL: PLEASE ALSO NOTE THAT EACH RIB OF |
| | 3/8 INCH EXPANDED RIB LATH (4 INCHES ON CENTER) NEEDS |
| | TO BE ATTACHED TO THE WOOD FRAMING MEMBER AND TRUSSES |
| | NOT SPACED MORE THAN 2 FEET ON CENTER. SEE ASTM |
| | 1063-7.10.1.1. |
| | |
| | 6-7) COMPLIED. ACCESSIBILITY CODE. |
| | |
| | 8) DIGITAL SUBMITTALS: PLANS WILL BE REVIEWED BY THE |
| | PBC IMPACT FEE OFFICE DIGITALLY VIA PROJECT DOX UPON |
| | NOTIFICATION BY THIS OFFICE. NOTIFICATION MAY OCCUR |
| | WHEN PLANS ARE NEAREST FINAL FORM. YOU MAY COORDINATE |
| | WITH THE IMPACT FEE OFFICE AT (561) 233-5025 OR SIMPLY |
| | UPLOAD THE MUNICIPAL IMPACT FEE QUESTIONNAIRE FORM TO |
| | YOUR PROJECT AND NAME THE FILE MUNICIPAL IMPACT FEE |
| | QUESTIONNAIRE. THE FORM CAN BE FOUND AT: |
| | HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS |
| | TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON |
| | APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO |
| | YOUR PROJECT OR EMAIL IT TO [email protected]. |
| | PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300 |
| | N. JOG RD. ROOMS 2W01-2W14 WEST PALM BEACH, FL. |
| | |
| | 9) 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 BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
