| Date |
Text |
| 2019-07-23 07:49:55 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19051525 |
| | ADD: 719 N. SAPODILLA AVE. |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: NONE |
| | 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: MONDAY JULY 22/2019 |
| | ACTION: DENIED |
| | |
| | 1) SHEET G DRAWING INDEX & PROJECT INFO: |
| | |
| | 1A) PLEASE NOTE THE DRAWING INDEX THERE SHOULD BE A |
| | SURVEY SHEET 005G BETWEEN SHEET 004 G STANDARD |
| | ABBREVIATIONS & SYMBOLS SHEET AND CIVIL COVER SHEET |
| | 100C. MISSING DOCUMENT. 107.2.1.2 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 1B) WHEN VIEWING THIS PROJECT IN THE PALM BEACH COUNTY |
| | PROPERTY APPRAISERS WEBSITE THE PROJECT COMPRISES OF 2 |
| | LOTS 719 AND 713 N. SAPODILLA AVE. PLEASE NOTE WITHOUT |
| | A UNITY OF TITLE THE CANOPY CANNOT BE BUILT SINCE IT |
| | PASSES OVER PROPERTY LINES OF 2 ADJOINING LOTS. |
| | CREATION OR EXTENSION OF NONCONFORMITY. 2017 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. CREATION OR EXTENSION OF |
| | NONCONFORMITY. ALL NEW WORK, RE-CONFIGURATION SHALL NOT |
| | CREATE OR EXTEND ANY NONCONFORMITY IN THE EXISTING |
| | BUILDING TO WHICH THE RE-CONFIGURATION OF SPACE IS |
| | BEING MADE WITH REGARD TO ACCESSIBILITY, STRUCTURAL |
| | STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR THE CAPACITY |
| | OF MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS. |
| | |
| | UNITY OF TITLE. / UNITY OF CONTROL (2) DIFFERENT |
| | OWNERS/ QUICK CLAIM DEED |
| | 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] |
| | OR |
| | 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 |
| | |
| | 1C) UNDER THE SCOPE OF WORK THE PLANS STATE THAT THIS |
| | PROJECT IS THE RECONSTRUCTION OF A HISTORIC BUILDING, |
| | BUT THERE IS NO EXPLANATION AS TO WHAT EXEMPTIONS YOU |
| | ARE TAKING FOR A HISTORIC BUILDING. 107.2.1.2. |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 1D) PLEASE NOTE THE TABLE SHOWING THE OCCUPANT LOAD FOR |
| | THE BUILDING AS A TOTAL 145 OCCUPANTS. PLEASE NOTE THAT |
| | THE COVERED OUTDOOR PATIO IS ALREADY OUTSIDE OF THE |
| | BUILDING AND A SEPARATE COUNT SHOULD BE TAKEN FOR THIS |
| | OUTDOOR SEATING. A SEPARATE PERMIT SHOULD BE APPLIED |
| | FOR THE CANOPY. PLEASE ALSO NOTE THE OCCUPANT LOAD |
| | UNDER THE OUTDOOR CANOPY IS STATED AT 77 REQUIRING 2 |
| | EXITS. |
| | PLEASE NOTE THE CURRENT EXIT FROM THE PATIO EXITS ONTO |
| | THE GRASS, NOT AN ACCESSIBLE EXIT. 2017 |
| | FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF EGRESS |
| | SHALL COMPLY WITH SECTION 1003.2.13 OF THE |
| | INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001 |
| | SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL |
| | BUILDING CODE (2003 EDITION). |
| | |
| | 2003 IBC-B 1007.1 WHERE MORE THAN ONE MEANS OF EGRESS |
| | IS REQUIRED BY SECTIONS 1014.1 OR 1018.1 FROM ANY |
| | ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE |
| | SHALL BE SERVED BY NOT LESS THAN TWO MEANS OF EGRESS. |
| | |
| | 1E) SHEET 002 G THE DRAWING INDEX & PROJECT INFO SHEET |
| | UNDER THE HEADING OF FIRE PROTECTION THE PLAN INDICATES |
| | NO FIRE SPRINKLERS FOR THIS PROJECT WHEREAS ON SHEET |
| | 404S-S2.2 THE ROOF FRAMING PLAN ROOF NOTE 2 INDICATES |
| | THE JOIST DELEGATE ENGINEER SHALL COORDINATE W/ FIRE |
| | SPRINKLER PLAN FOR THE SPRINKLER LOCATIONS AND LOADS TO |
| | BE SUPPORTED BY THE JOIST. DISCREPANCY IN PLANS. |
| | 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 2) LIFE SAFETY SHEET LS1: |
| | 2A) WITHIN THE BUILDING THE PLANS SHOW 2 REQUIRED |
| | EXITS. UNDER THE COVERED OUTDOOR PATIO THE WITH AN |
| | OCCUPANT LOAD OF 77 BUT ONLY ONE MEANS OF EGRESS, YOU |
| | CAN?T REENTER THE BUILDING FOR THE 2ND MEANS OF EGRESS, |
| | PLEASE SHOW COMPLIANCE WITH THE 2017 FBC-B TABLE |
| | 1006.2.1 MAXIMUM OCCUPANT LOAD WITH ONE EXIT. |
| | |
| | 2B) IS THE COVERED OUTDOOR PERMIT SUPPOSED TO BE PART |
| | OF THIS PERMIT PACKAGE OR UNDER A SEPARATE PACKAGE. |
| | THERE IS NO DESIGN INFORMATION FOR THIS PORTION OF |
| | WORK. IS THE SAME CONTRACTOR FOR THE BUILDING AS THE |
| | COVERED OUTDOOR DINING AREA. 107.2.1.2. ADDITIONAL |
| | INFORMATION REQUIRED. |
| | |
| | 2C) THE COVERED OUTDOOR DINING AREA. THERE IS NO |
| | INFORMATION FOR THIS AREA OF WORK. WILL THERE BE |
| | PLASTIC WIND BREAKS ADDED TO THE CANOPY FOR RAIN AND |
| | HEAT IN THE WINTER? 107.2.1.2. ADDITIONAL INFORMATION |
| | REQUIRED. |
| | |
| | 2D) FIRST FLOOR COMMERCIAL KITCHEN AND LEASE SPACE |
| | INSIDE WALL LINE IS APPROXIMATELY 1,328.5 SQ. FT. IT |
| | APPEARS THE MEZZANINE LEVEL IS OVER THE ALLOWABLE 1/3RD |
| | THE FLOOR AREA ALLOWED BY SECTION 505.2.1 AREA |
| | LIMITATION OF THE 2017 FBC-B. THE AGGREGATE AREA OF A |
| | MEZZANINE OR MEZZANINES WITHIN A ROOM SHALL BE NOT |
| | GREATER THAN ONE-THIRD OF THE FLOOR AREA OF THAT ROOM |
| | OR SPACE IN WHICH THEY ARE LOCATED. THE ENCLOSED |
| | PORTION OF A ROOM SHALL NOT BE INCLUDED IN A |
| | DETERMINATION OF THE FLOOR AREA OF THE ROOM IN WHICH |
| | THE MEZZANINE IS LOCATED. |
| | THE 1,362.5 SQ. FT. AREA OF THE 1ST FLOOR MINUS 118 SQ. |
| | FT. (RESTROOMS) OR 1,244.5/ 3 = 414.66 ALLOWABLE AREA |
| | FOR THE MEZZANINE. THE AREA OF THE MEZZANINE WALLS |
| | INCLUDED IS APPROX. 492 SQ. FT. OR 78 SQ. FT. OVER THE |
| | ALLOWABLE AREA. THERE IS ALSO AN AREA OF CONCERN WHAT |
| | APPEARS TO BE JANITORS CLOSET THAT WAS NOT INCLUDED IN |
| | THE REDUCTION FACTOR. |
| | |
| | 2E) THE PLANS UNDER THE HEADING OF FIRE PROTECTION |
| | SYSTEMS ALSO INDICATES PORTABLE FIRE EXTINGUISHERS BUT |
| | NONE ARE SHOWN ON THE FLOOR PLAN OR COMPLIANCE WITH |
| | 2017 FBC-B 906.1. |
| | |
| | 3) SHEET LS 2 THE 2ND FLOOR (MEZZANINE) PLAN. |
| | |
| | 3A) THIS PLAN SHOWS AN ASSEMBLY OCCUPANCY WITH AN |
| | OCCUPANT LOAD OF 30 OCCUPANTS. PLEASE PROVIDE |
| | COMPLIANCE WITH THE 2017 EXISTING BUILDING CODE SECTION |
| | 1006.1. ACCESSIBILITY IN PORTIONS OF THE BUILDING |
| | UNDERGOING A CHANGE OF OCCUPANCY CLASSIFICATION SHALL |
| | COMPLY WITH THE PROVISIONS OF THE: |
| | FBC- ACCESSIBILITY CODE 201.1.1 VERTICAL ACCESSIBILITY. |
| | SECTIONS 553.501-553.513, F.S., AND THE ADA STANDARDS |
| | FOR ACCESSIBLE DESIGN DO NOT RELIEVE THE OWNER OF ANY |
| | BUILDING, STRUCTURE OR FACILITY GOVERNED BY THOSE |
| | SECTIONS FROM THE DUTY TO PROVIDE VERTICAL |
| | ACCESSIBILITY TO ALL LEVELS ABOVE AND BELOW THE |
| | OCCUPIABLE GRADE LEVEL REGARDLESS OF WHETHER THE |
| | STANDARDS REQUIRE AN ELEVATOR TO BE INSTALLED IN SUCH |
| | BUILDING, STRUCTURE OR FACILITY. |
| | FLORIDA VERTICAL ACCESSIBILITY REQUIRES ALL LEVELS IN |
| | ALL NEW BUILDINGS, STRUCTURES AND FACILITIES AND ALL |
| | ALTERED AREAS OF EXISTING BUILDINGS, STRUCTURES AND |
| | FACILITIES TO BE ACCESSIBLE TO PERSONS WITH |
| | DISABILITIES. ALL NEW AND ALTERED AREAS MUST COMPLY |
| | WITH THE ADA STANDARDS FOR ACCESSIBLE DESIGN INCLUDING |
| | REQUIREMENTS FOR ACCESSIBLE ROUTES. WHERE THE ADA |
| | STANDARDS DO NOT REQUIRE AN ACCESSIBLE ROUTE TO EACH |
| | AND EVERY LEVEL, THE FLORIDA REQUIREMENT MAY BE WAIVED |
| | DOWN TO THE REQUIREMENT OF THE ADA STANDARDS. |
| | |
| | SEE ACCESSIBILITY CODE SECTION 408.1. |
| | LIMITED-USE/LIMITED-APPLICATION ELEVATORS SHALL COMPLY |
| | WITH 408 AND WITH ASME A17. THEY SHALL BE PASSENGER |
| | ELEVATORS AS CLASSIFIED BY ASME A17.1. ELEVATOR |
| | OPERATION SHALL BE AUTOMATIC. |
| | |
| | 3B)HANDRAIL/ GUARDRAIL COMPLIED SHEET 327 A DETAIL |
| | SHEET. |
| | |
| | 4) BOTH SHEETS A 2ND FLOOR REFLECTED CEILING PLAN & A |
| | PROPOSED ROOF PLAN AND SHEET 329 ROOF DETAILS, DETAIL 2 |
| | SHOW ROOF TOP ACCESS WITH A ROOF HATCH. PLEASE REVIEW |
| | ROOF TOP HATCH SIZE REQUIREMENTS UNDER 2017 FBC-B |
| | 1011.12.2 ROOF ACCESS. |
| | EXCEPTION: IN BUILDINGS WITHOUT AN OCCUPIED ROOF, |
| | ACCESS TO THE ROOF SHALL BE PERMITTED TO BE A ROOF |
| | HATCH OR TRAP DOOR NOT LESS THAN 16 SQUARE FEET IN AREA |
| | AND HAVING A MINIMUM DIMENSION OF 2 FEET. |
| | |
| | 5) THE 2ND FLOOR PLAN DOES NOT SHOW ANY OF THE PROPOSED |
| | CHASES FOR THE FUTURE KITCHEN EQUIPMENT ON THE |
| | ARCHITECTURAL SHEET THAT ARE SHOWN ON THE M1.02 2ND |
| | FLOOR PLAN. PLEASE ALSO NOTE THE S2.1 ALSO IS MISSING |
| | THE BLOCK OUTS IN THE NEW 2ND FLOOR SLAB. 107.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED ON THE A & S SHEETS. |
| | |
| | 6) STRUCTURAL SHEETS INDICATE THE STAIRS TO THE 2ND |
| | FLOOR ARE TO BE DESIGNED BY A SPECIALTY ENGINEER. |
| | DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING |
| | DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE |
| | DELEGATED ENGINEER SHALL FORWARD THE DELEGATED |
| | ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR |
| | REVIEW. |
| | |
| | 7) THE ARCHITECTURAL SHEET A STAIR PLAN DOES NOT |
| | PROVIDE A VERTICAL SECTION OF THE STAIRS. IT IS NOT |
| | CLEAR IF THE UNDER THE STAIR WAY WHAT OCCURS, NO |
| | STORAGE. FBC-B 1011.7.3. ENCLOSURES UNDER INTERIOR |
| | STAIRWAYS. ALSO LOOK AT THE ACCESS. CODE 307.4 VERTICAL |
| | CLEARANCES AND FIGURE 307.4. |
| | |
| | 8) THE SUBMITTED PLAN A DETAILS SHOW A TRASH ENCLOSURE |
| | AND PRECAST CONCRETE WALL SYSTEM. THESE ITEMS WILL |
| | REQUIRE A SEPARATE PERMIT, NOT PART OF THIS REVIEW VOID |
| | DETAILS. DETAILS INDICATE SCREEN WALL DESIGN INDICATE |
| | THE DEPTH AND DIAMETER OF FOUNDATION TO BE DETERMINED. |
| | |
| | 9) SHEET 328 A ROOF DETAILS, DETAIL 3 WILL NEED TO |
| | COMPLY WITH THE HEIGHT REQUIREMENTS FOR ROOF TOP |
| | EQUIPMENT SEE THE 2017 FBC-B TABLE 15.10 CLEARANCE |
| | BELOW RAISED ROOF MOUNTED MECHANICAL UNITS. |
| | |
| | 10) SHEET 317A PROPOSED ROOF PLAN NOTE # 12 DOES NOT |
| | MATCH THE DETAIL SHEET 329A ROOF DETAILS. SHEET 317A |
| | NOTE # 12 INDICATES A PROPOSED 4 FOOT HIGH LOUVERED |
| | ROOF TOP EQUIPMENT SCREEN: WILLARD SHUTTER CO. |
| | ECONOSPAN 45 DEGREES PITCHED LOUVER. G. C. TO PROVIDE |
| | SHOP DRAWINGS. DISCREPANCY IN NOTE 12 VERSUS THE |
| | DETAILS ON SHEET A317. 107.2.1.2. ADDITIONAL |
| | INFORMATION IS REQUIRED, DISCREPANCY IN PLANS. |
| | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC.. |
| | |
| | 11) SHEET 401SS1.1. THE WALL PRESSURE CHART IN VASD AND |
| | KD= 0.85, MEAN ROOF HEIGHT OF 21 FEET(USING 20 FOOT |
| | MEAN ROOF HEIGHT FROM CHARTS), NO 3 FOOT PARAPET, THE |
| | OPENING PRESSURES ARE BETWEEN 2.8 TO 3 PSF LOWER THAN |
| | THE ASCE CHARTS AND ENGINEER FRANK BONNARD?S CHARTS. |
| | YOUR RANGE OF OPENING SIZES ALSO DOES NOT LINE UP TO |
| | THE ASCE CHARTS EITHER. YOU START AT 0-19 SQ. FT. OF |
| | TRIBUTARY OR EFFECTIVE WIND AREA DEPENDING ON IF YOU |
| | ARE USING THE ASCE OR CHART IN 1609 OF THE FBC-B CODE |
| | BOOK WHERE THESE CHARTS ARE STARTING AT 10 FEET. PLEASE |
| | PROVIDE WHY YOUR PRESSURES ARE LOWER? ROOF PRESSURES ON |
| | SHEET 400 S.S1 PRESSURES ARE GOOD. |
| | |
| | 12) SHEET 400S. S1 UNDER THE HEADING OF SHALLOW |
| | FOUNDATION MENTIONS A SOILS REPORT BY GEOTECHNICAL |
| | MATERIAL TESTING INSPECTION SERVICES DATED 01/18/2018, |
| | PLEASE SUBMIT THE REPORT FOR ITS FINDINGS. |
| | 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. |
| | PLEASE SUBMIT EITHER IF IN PAPER AN ORIGINAL SIGNED AND |
| | SEALED REPORT. IF ELECTRONICALLY THE REPORT WILL NEED |
| | TO BE SIGNED AND SEALED ELECTRONICALLY. |
| | |
| | 13) THIS PROJECT HAS BOLTED STEEL CONNECTIONS AS WELL |
| | AS WELDED STEEL CONNECTIONS. THE CONTRACTOR IS REQUIRED |
| | TO PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER |
| | OPERATOR PERFORMANCE QUALIFICATION RECORDS IN |
| | ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF |
| | INSPECTION. IN ACCORDANCE WITH THE AMERICAN WELDING |
| | SOCIETY. |
| | 2017 FBC-B 2204.1 WELDING |
| | 2017 FBC-B 2204.2 BOLTING. |
| | IF THERE IS ANY QUESTIONS IN REGARDS TO THESE |
| | REQUIREMENTS PLEASE CONTACT THE CHIEF BUILDING |
| | INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU. |
| | |
| | 14) 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 ,MULLIONS & ROOF HATCHES. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, WALL LOUVERS, EFIS |
| | SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP |
| | VENTILATORS |
| | (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C |
| | STANDS |
| | |
| | 15A) 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.. |
| | |
| | 15B) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING |
| | DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE |
| | DELEGATED ENGINEER SHALL FORWARD THE DELEGATED |
| | ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR |
| | REVIEW. |
| | |
| | 15C) 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. |
| | |
| | 16) 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. |
| | |
| | 17A) ROOFING PRODUCT APPROVALS: FOR ALL ROOFING |
| | PRODUCTS PLEASE IDENTIFY ALL ROOFING SUB-SYSTEMS AND |
| | THEIR ASSOCIATED PRESSURES FOR ROOF ZONE # 1. REVIEW |
| | THE PRODUCT APPROVAL LIMITATIONS, IF ENHANCED FASTENING |
| | IS ALLOWED FOR ROOF ZONES 2 & 3. FASTENER DENSITIES |
| | SHALL BE INCREASED FOR BOTH INSULATION & THE BASE SHEET |
| | AS CALCULATED IN COMPLIANCE WITH ROOFING APPLICATION |
| | STANDARDS RAS 117. CALCULATION PREPARED, SIGNED AND |
| | SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR |
| | REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. |
| | |
| | 17B) 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE |
| | CODE, THE CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, |
| | DESCRIBE AND DELINEATE THE TYPE OF ROOFING SYSTEM, |
| | MATERIALS, VENTING, FASTENING REQUIREMENTS, FLASHING |
| | REQUIREMENTS AND WIND RESISTANCE RATING THAT ARE |
| | REQUIRED TO BE INSTALLED. PRODUCT EVALUATION AND |
| | INSTALLATION SHALL INDICATE COMPLIANCE WITH THE WIND |
| | CRITERIA REQUIRED FOR THE SPECIFIC SITE. |
| | |
| | 18) IMPACT FEES - 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. |
| | |
| | 19) 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 |
| | |
