| Date |
Text |
| 2019-07-09 08:33:03 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19060801 |
| | 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) SHEET S-2 ALLOWABLE PRESSURES/ COMPONENTS & CLADDING |
| | WIND DESIGN PRESSURES. FOR THE CHART SHOWN THE |
| | EFFECTIVE WIND AREA IS 10 SQ. FT. USING EITHER WIND |
| | LOAD CHART FOR COMPONENTS AND CLADDING ASCE 7-10 OR |
| | TABLE R301.2(2) FROM THE RESIDENTIAL CODE YOU WILL GET |
| | THE SAME RESULTS. |
| | |
| | 2A) PLEASE REVIEW YOUR POSITIVE PRESSURES FOR ROOF |
| | ZONES 1, 2 AND 3 FOR A HIPPED ROOF. FOR ALL 3 ROOF |
| | ZONES AND AN EFFECTIVE WIND AREA OF 10 SQ. FT. AT A |
| | MEAN ROOF HEIGHT OF 20 FEET 17.9 X 1.29(ADJUST |
| | FACTOR)=23.09 PSF VASD. IF YOU LOOK AT THE PRESSURES IN |
| | ZONES 2 & 3 THEY STAY THE SAME. PLEASE NOTE IF YOU ARE |
| | USING THE FIGURE 30.5.1 OF ASCE 7-10 THE PRESSURES ARE |
| | GIVEN IN VULT. |
| | |
| | 2B) PLEASE REVIEW YOUR NEGATIVE PRESSURES FOR ROOF |
| | ZONES 1, 2 AND 3 FOR A HIPPED ROOF. FOR ALL 3 ROOF |
| | ZONES AND AN EFFECTIVE WIND AREA OF 10 SQ. FT. AT A |
| | MEAN ROOF HEIGHT OF 20 FEET. |
| | |
| | 2B)(1) ROOF ZONE 1. TABLE R301.2(2) FOR ZONE 1 THE |
| | NEGATIVE PRESSURE OF -36.12 PSF VASD. SLIGHT DIFFERENCE |
| | USING ASCE 7-10. |
| | -42.1+-53.3=-95.4/2=47.7X0.6=28.62X1.29= 36.91 PSF VASD |
| | FOR ROOF ZONE 1. |
| | |
| | 2B)(2) ROOF ZONE 2. TABLE R301.2(2) FOR ZONE 2 THE |
| | NEGATIVE PRESSURE OF -63.21PSF VASD. SLIGHT DIFFERENCE |
| | USING ASCE 7-10. |
| | -73.4+92.9=166.3/2=83.15X.6=49.89X1.29=64.358 PSF VASD. |
| | |
| | 2B)(3) ROOF ZONE 3. PLEASE ALSO NOTE IN THE ASCE 7-10 |
| | FIGURE 30.5.1 HIP ROOFS FOOTNOTE 3 FOR HIP ROOFS WITH |
| | 0< 25 DEGREES, (A 5/12 RISE/ RUN IS 22.6 DEGREES) ZONE |
| | 3 SHALL BE TREATED AS ZONE 2. |
| | |
| | 3A) PLEASE SUBMIT PRODUCT APPROVALS. 2017 FBC-B |
| | 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(C) PANEL WALLS:, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, |
| | |
| | 3B) W. P. B. 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.. |
| | |
| | 3C) 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. |
| | |
| | 4) SHEET AE201 SHOWS THE USE OF DECORATIVE FOAM CORNICE |
| | ANCHORED TO THE WALL TO MATCH THE EXISTING CORNICE. |
| | PLEASE SHOW COMPLIANCE WITH SECTION 1408 OF THE 2017 |
| | FBC-B EFIS. HOW WILL HE EFIS TRIM BE ANCHORED TO THE |
| | BUILDING 1408.3 AND 1408.4. 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) SHEET AS-101 ARCHITECTURAL SITE PLAN HAS THE |
| | BUILDING CODE ANALYSIS UNDER THE HEADING OF CHAPTER 5 |
| | MAXIMUM FLOOR AREA 24,000 S. F. (S1). FOR SPRINKLERED |
| | BUILDING TABLE 506.2 S1 OCCUPANCY ALLOWABLE AREA OF |
| | 36,000 SQ. FT. PLEASE UPDATE THE PLANS. |
| | |
| | 6) SHEET AS-101PORTECO ARCHITECTURE SITE PLAN. THE |
| | QUESTION FOR THE NEW PORT-COCHERE ALSO SHOWN ON SHEET |
| | AE201 SHOWS THE INTENT THE PORT-COCHERE IS TO BE DRIVEN |
| | UNDER, SOLID DRIVE SURFACE. NOWHERE IN THE SET OF PLANS |
| | IS SHOWN A PASSENGER LOADING ZONE IN COMPLIANCE WITH |
| | THE 2017 FBC-ACCESSIBILITY CODE SECTIONS 503.1-503.5. |
| | WITHOUT AN ACCESSIBLE PASSENGER LOADING ZONE PLEASE |
| | SHOW HOW EQUIVALENT FACILITATION SHALL BE MET, THERE IS |
| | NO ROOF COVERING OVER THE ACCESSIBLE PARKING SPACES. |
| | PLEASE NOTE IN FLORIDA PRIVATE CLUBS HAVE TO COMPLY |
| | WITH THE FLORIDA ACCESSIBILITY CODE PER SECTION 553.505 |
| | F. S., GREY BOX IN THE 2017 FBC-ACCESSIBILITY CODE, |
| | FLORIDA SPECIFIC. |
| | |
| | 7) 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] |
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