| Date |
Text |
| 2019-07-09 13:04:32 | 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. |
| | |
| | 1ST REVIEW |
| | DATE: TUES. JULY 09/2019 |
| | ACTION: DENIED |
| | |
| | 1) 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) 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) SHEET S-2THE COMPONENTS AND CLADDING PRESSURES FOR |
| | ZONES 1,2,3,4 & 5 ARE ALL GOOD AND LISTED IN VASD. |
| | THANK YOU. WITH THE WIND DESIGN PRESSURES GOOD EITHER |
| | THE DESIGN PROFESSIONAL OR THE CONTRACTOR CAN ASK FOR |
| | DEFERRED SUBMITTALS FOR COMPONENTS AND CLADDING. |
| | |
| | 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. |
| | |
| | 3A) REQUIRED PRODUCT APPROVALS FOR COMPONENTS AND |
| | CLADDING. 2017 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 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 |
| | |
| | 3B) PLEASE IDENTIFY ON THE PRODUCT APPROVAL BEFORE |
| | SUBMITTING TO DESIGNER OF RECORD AND BEFORE SUBMISSION |
| | TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH |
| | GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, |
| | TYPE OF GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED |
| | OR REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND |
| | ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B |
| | 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE |
| | INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER?S |
| | INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE |
| | PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED |
| | BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS. |
| | |
| | 3C) 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) 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) 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) 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) 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) SHEET AE-106: |
| | 6A) PLEASE UPDATE NOTES FOR THE HEIGHT OF THE WATER |
| | CLOSET GRAB BARS. AS SHOWN ON THE PLANS THEY ARE BEING |
| | MEASURED FROM FINISH FLOOR TO THE CENTER LINE OF THE |
| | BAR. PLEASE REVIEW THE 2017 FBC-ACCESSIBILITY CODE |
| | SECTION 609.4 POSITION OF GRAB BARS. GRAB BARS SHALL BE |
| | INSTALLED IN A HORIZONTAL POSITION, 33 INCHES MINIMUM |
| | AND 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED |
| | TO THE TOP OF THE GRIPPING SURFACE, NOT CENTERLINE. |
| | |
| | 6B) PLEASE UPDATE THE PLAN FOR THE LOCATION THAT THE |
| | MIRROR OVER THE LAV IS MEASURED. ALL MIRROR FRAMES ARE |
| | NOT REFLECTIVE. 2017 FBC-ACCESSIBILITY CODE 603.3 |
| | MIRRORS. MIRRORS LOCATED ABOVE LAVATORIES OR |
| | COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF |
| | THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE |
| | FINISH FLOOR OR GROUND. |
| | |
| | 7) SHEETS AE 101 CLUB REPAIR BENCH AND AE103 DETAIL 2 |
| | INDICATE THE HEIGHT OF THE BENCH (TOP) TO BE 36 INCHES |
| | ABOVE FINISH FLOOR AND ALSO A STAINLESS STEEL HAND |
| | SINK. PLEASE REVIEW THE 2017 FBC-ACCESSIBILITY CODE |
| | SECTIONS: |
| | |
| | 7A) 902.1 .WORK SURFACES SHALL COMPLY WITH 902.2 AND |
| | 902.3. ADVISORY 902.1 EXAMPLES OF WORK SURFACES INCLUDE |
| | WRITING SURFACES, STUDY CARRELS, STUDENT LABORATORY |
| | STATIONS, BABY CHANGING AND OTHER TABLES OR FIXTURES |
| | FOR PERSONAL GROOMING, COUPON COUNTERS, AND WHERE |
| | COVERED BY THE ADA SCOPING PROVISIONS, EMPLOYEE WORK |
| | STATIONS. |
| | |
| | 7B) 606 SINKS. 2017 FBC-ACCESSIBILITY CODE SECTION |
| | 606.3 HEIGHT. LAVATORIES AND SINKS SHALL BE INSTALLED |
| | WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER |
| | SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR |
| | GROUND. |
| | |
| | 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. ROOM?S 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] |
| | |
| | |
