Date |
Text |
2019-11-18 14:20:32 | 2017 FBC- BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 19101624 |
| ADD: 1760 PALM BEACH LAKES BLVD |
| CONT: TBD/ TO BE DETERMINED |
| TEL/ CONTACT: DIGITAL/ ANNE BUTLER |
| 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: MON. NOV.18/ 2018 |
| ACTION: DENIED |
| |
| 1) THE VALUE OF THE PROPOSED SHELL PERMIT IS LISTED AS |
| $588,115.00 DOLLARS OF VALUE. WHEN WE CALCULATE THE |
| BUILDING USING THE LATEST ICC BUILDING VALUATION DATA |
| FEBRUARY 2019 FOR THIS BUILDING THE PROPOSED VALUATION |
| IS LOW. |
| |
| SHEET A.1.1LS- LIFE SAFETY SHEET PROVIDES SQ. FT. FOR |
| BOTH THE BUSINESS AND A-2 RESTAURANT TENANCY. THIS IS |
| 245 SQ. FT. LESS THAN THE REFERENCED 6,395 SQ. FT. |
| LISTED IN THE PLANS AND PERMIT APPLICATION. THE 244 SQ. |
| FT. IS DIVIDED BETWEEN THE 2 OCCUPANCIES, THEN THE |
| VALUE OF EACH OCCUPANCY FOR A TYPE III-B IS APPLIED TO |
| EACH OCCUPANCY. |
| TENANT A------ 3,872 S. F. X $154.63 (B)= $598,727.00 |
| TENANT B------ 2522 S. F. X $159.39 (A2)= $401,9881.00 |
| |
| TOTAL VALUE 6394 S. |
| F.-----------------------$1,000,708.00 X 0.80 = |
| $800,566.00 DOLLARS IN VALUE FOR THE SHELL ONLY. PLEASE |
| SEE THE ICC BUILDING VALUATION TABLES FEBRUARY 2019 AND |
| FOOTNOTE (B). FOR SHELL BUILDINGS ONLY DEDUCT 20% OF |
| THE OVERALL VALUE. NOTE THE VALUE FOR THIS PERMIT WILL |
| BE BROUGHT UP TO THE ICC TABLES FOR A SHELL BUILDING |
| UNDER THE CALCULATED VALUE. |
| |
| 108.3* BUILDING PERMIT VALUATION. |
| IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE |
| CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE, |
| ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS |
| APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE |
| PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES, |
| VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL |
| REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND |
| SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE |
| STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR |
| FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR |
| BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING |
| COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE. |
| VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED |
| DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES |
| (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS |
| FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE |
| CONGRESS. |
| |
| THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE |
| MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS. |
| WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING |
| PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE |
| QUALIFIER AND OWNER AND BRINGS IN THE LISTED |
| SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE |
| QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND |
| LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE |
| FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN |
| LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR |
| EACH PERMIT. |
| |
| ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK |
| STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR ALTERNATIVE |
| AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK IN COOLERS & |
| FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL |
| TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED |
| SUB-PERMITS, AWNING, SCREEN ENCLOSURES, CANOPY, FENCE, |
| LANDSCAPE, IRRIGATION, AUGER CAST PILE AND OR |
| FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE |
| REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT. |
| PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE |
| ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE |
| STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE |
| REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE |
| BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE |
| BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR |
| THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE |
| PRIME OR MASTER PERMIT. |
| |
| 2) THE OVERALL VALUE OF THE NEW BUILDING CONSTRUCTION |
| COST ARE OVER $750,000.00 DOLLARS OF VALUE SO THE ART |
| IN PUBLIC PACES WILL OCCUR. ART IN PUBLIC PLACES |
| THE CITY OF WEST PALM BEACH ART IN PUBLIC PLACES |
| ORDINANCE REQUIREMENT THAT APPLIES TO ANY REMODEL OR |
| NEW CONSTRUCTION PROJECT FOR WHICH THE PERMIT |
| APPLICATION WAS SUBMITTED AFTER 6/29/14, AND THE TOTAL |
| PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN |
| $750,000 WILL NEED TO COMPLY WITH THIS ORDINANCE. |
| PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND |
| CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V, |
| ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION |
| 78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL |
| PROJECT CONSTRUCTION COST. |
| PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE |
| V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND |
| NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO |
| THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE |
| PROJECTS. |
| SEC. 78-129. - PUBLIC ART ASSESSMENT FOR PRIVATE |
| DEVELOPMENT. |
| (A) APPLICABILITY. THE PROVISIONS OF THIS ARTICLE AND |
| THE PUBLIC ART ASSESSMENT SECTION SHALL APPLY TO ALL |
| PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW |
| CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN |
| EXISTING BUILDING, WHERE TOTAL CONSTRUCTION COSTS ARE |
| EQUAL TO OR GREATER THAN $750,000.00. ALL BUILDINGS |
| WITHIN NEW PLANNED DEVELOPMENTS SHALL BE ASSESSED |
| CUMULATIVELY TOWARDS THIS ART IN PUBLIC PLACES |
| REQUIREMENT, EVEN IF THE BUILDINGS ARE PERMITTED |
| SEPARATELY OR DEVELOPED IN PHASES. THE PROVISIONS OF |
| THIS SECTION APPLY TO NEW DEVELOPMENT OR NEW |
| CONSTRUCTION WITHIN EXISTING PLANNED DEVELOPMENTS. |
| |
| FOR CONTACT INFORMATION PLEASE CONTACT: |
| MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR |
| 822-1515 E-MAIL: [email protected] |
| |
| 3) IN THIS SUBMITTAL THERE ARE NO CIVIL PLANS, SITE |
| PLAN AND OR SURVEY PROVIDING THE LOCATION OF THE |
| PROPOSED BUILDING LOCATION AND ASSOCIATED DISTANCES |
| FROM PROPERTY LINES AND OR ASSUMED PROPERTY LINES SINCE |
| THERE IS A VERY LARGE BUILDING ON THE SAME SITE. THE |
| PLANS (LIFE SAFETY SHEET) DO NOT ADDRESS THESE |
| QUESTIONS UNDER THE 2017 FBC-B. SHEET ES2.1 IT WOULD |
| APPEAR THERE IS EITHER AN ASSUMED PROPERTY LINE AND |
| TRUE PROPERTY LINE? |
| 3A) FBC-B 503.1.2 BUILDINGS ON THE SAME LOT. ARE THEY |
| THE SAME BUILDING TYPE? |
| |
| 3B) FBC-B TABLE 602 FIRE RESISTANCE RATING REQUIREMENTS |
| FOR EXTERIOR WALLS BASED ON FIRE SEPARATION |
| DISTANCE. |
| |
| 3C) IF THE BUILDING ELEMENTS REQUIRED TO BE FIRE RATED |
| BECAUSE OF TABLE 602 THEN CONSIDERATION FOR WINDOWS |
| WOULD ALSO BE A CONCERN AND COMPLIANCE WITH TABLE 705.8 |
| MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE |
| SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION. |
| |
| 3D) THE LIFE SAFETY PLAN IS ALSO SILENT AS TO THE |
| REQUIRED ACCESSIBLE PARKING, AND COMPLIANCE WITH THE |
| 2017 FBC-ACCESSIBILITY CODE SECTIONS: |
| 3D)(1) TABLE 208.2 |
| 3D)(2) TABLE 208.2.4. |
| 3D)(3) 502.2 VEHICLE SPACES |
| 3D)(4) 502.3 ACCESS AISLE |
| 3D)(5) MARKING- SEE ADVISORY, CITY STANDARDS. W. P. B. |
| MUNI CODE ARTICLE XV PARKING- STALL PAINTING DETAIL. |
| |
| 3E) THE LIFE SAFETY PLAN SHOWS AN ACCESS RAMP BEHIND |
| THE BUILDING BUT NO BOTTOM LANDING, PLEASE SHOW |
| COMPLIANCE WITH THE 2017 FBC-ACCESSIBILITY CODE 405.7.3 |
| LANDING LENGTH. |
| |
| 3F) A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN |
| SINCE THERE WAS A GREAT DEFICIENCY IN PLANS AND |
| REQUIRED DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE |
| THERE MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW |
| PLANS AND INFORMATION LACKING UNDER THE PRIOR REVIEW. |
| |
| 4) THE SUBMITTED DOCUMENT COMCHECK ENVELOPE COMPLIANCE |
| CERTIFICATE HAS 12 PAGES WITHIN THE DOCUMENT. THIS |
| DOCUMENT CANNOT BE READ. HALF OF THE DOCUMENT PAGES ARE |
| UPSIDE DOWN. PLEASE CORRECT SO ALL OF THE DOCUMENT IS |
| LEGIBLE. COMPLY WITH THE 2017 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1OF |
| THE ADMINISTRATIVE CODE SECTION 107.2.1.3 QUALITY OF |
| BUILDING PLANS. THE BUILDING OFFICIAL MAY ESTABLISH |
| THROUGH DEPARTMENTAL POLICY, OTHER STANDARDS FOR PLANS |
| AND SPECIFICATIONS, IN ORDER TO PROVIDE CONFORMITY TO |
| ITS RECORD RETENTION PROGRAM. THIS POLICY MAY INCLUDE |
| SUCH THINGS AS MINIMUM SIZE, SHAPE, CONTRAST, CLARITY, |
| OR OTHER ITEMS RELATED TO RECORDS MANAGEMENT. |
| ELECTRONIC MEDIA MUST BE COMPATIBLE WITH THE ARCHIVE |
| REQUIREMENTS OF FLORIDA STATUTES. |
| |
| 5) SHEET S0-1 STRUCTURAL NOTES AND SCHEDULES: |
| 5A) HEADING: II DESIGN CRITERIA (2) WIND THE MEAN ROOF |
| HEIGHT IS GIVEN AS ( C ) MEAN ROOF HEIGHT OF 15 FEET 4 |
| INCHES, WHEREAS SHEET T1.2 BUILDING CODE SUMMARY, |
| BUILDING DATA LIST THE MEAN ROOF HEIGHT OF 26 FEET IN |
| HEIGHT. DISCREPANCY IN PLANS 107.2.1.2. ADDITIONAL |
| INFORMATION IS REQUIRED. |
| |
| 5B) UNDER THE HEADING II DESIGN CRITERIA (2) WIND THE |
| EXPOSURE IS INDICATED AS A B ZONE. DIRECTLY TO THE WEST |
| YOU HAVE THE WEST PALM BEACH OUTLET MALL PARKING LOT |
| WHICH WILL MAKE THIS AN C EXPOSURE. SECTION 1609.4 |
| STATES FOR EACH WIND DIRECTION CONSIDERED, AN EXPOSURE |
| CATEGORY THAT ADEQUATELY REFLECTS THE CHARACTERISTICS |
| OF GROUND SURFACE IRREGULARITIES SHALL BE DETERMINED |
| FOR THE SITE AT WHICH THE BUILDING OR STRUCTURE IS TO |
| BE CONSTRUCTED. ACCOUNT SHALL BE TAKEN OF VARIATIONS IN |
| GROUND SURFACE ROUGHNESS THAT ARISE FROM NATURAL |
| TOPOGRAPHY AND VEGETATION AS WELL AS FROM CONSTRUCTED |
| FEATURES. |
| SURFACE ROUGHNESS C. OPEN TERRAIN WITH SCATTERED |
| OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS THAN 30 FEET |
| (9144 MM). THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, |
| AND GRASSLANDS. |
| THE SURFACE ROUGHNESS B PREVAILS IN THE UPWIND |
| DIRECTION FOR A DISTANCE OF AT LEAST 1,500 FEET. WHEN |
| MEASURING THE WESTWARD QUADRANT OR THE MALL PARKING LOT |
| THE CLOSEST DISTANCE IS 1,658 FEET TO OVER 1,850 FEET, |
| MEETING THE DEFINITION FOR A SURFACE ROUGHNESS C. |
| |
| 5C) PLEASE NOTE WITH THE SURFACE ROUGHNESS C THE |
| PRESSURES PROVIDED FOR ZONES 1-5 WILL NEED TO BE |
| INCREASED SINCE IN A C EXPOSURE THERE ARE HEIGHT |
| MULTIPLIERS THAT WILL NEED TO BE FACTORED INTO THE |
| PRESSURES. |
| 2017 FBC-B 1609.7(2) AND ASCE 7-10 FIGURE |
| 30-5-1ADJUSTMENT FACTORS. |
| |
| 5D) UNDER THE HEADING II DESIGN CRITERIA (3) |
| FOUNDATIONS IT IS NOT CLEAR IN NOTE # 2 IF ADDITIONAL |
| BORINGS FOR MUCK ARE GOING TO TAKE PLACE. THE NOTE |
| STATES THE ENGINEER SHALL BE NOTIFIED AND THE FOOTING |
| REVISED IF NECESSARY. THE SUBMITTED SOILS ENGINEERING |
| REPORT BY TERRACON HB1905025 RECOMMENDS TEST PITS OR |
| ADDITIONAL BORINGS USING HAND TOOLS BE COMPLETED DURING |
| CONSTRUCTION WITHIN THE FOOTPRINT OF THE BUILDING. THIS |
| IS TO CONFIRM THE CONDITIONS REVEALING A THIN LAYER OF |
| MUCK EXISTING BETWEEN 3 AND 6 FEET. |
| PLEASE ADDRESS THE LAYER OF MUCK THAT WAS FOUND, IN |
| CLEARING THE LAND OF PAVEMENT YOU WOULDN?T GO TO THE 3 |
| AND OR 6 FOOT DEPTH FOR CLEARING THE PAVEMENT? |
| 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. |
| |
| 6) SHEET S0.2 SPECIAL INSPECTIONS. PLEASE NOTE THIS |
| SHEET MAKES REFERENCE TO THE 2012 IBC AND REQUIREMENTS |
| FOUND FOR SUCH INSPECTOR UNDER 1704 AND 1705. PLEASE |
| NOTE IN THE 2017 FBC-B USED STATEWIDE THE SECTIONS 1704 |
| AND 1705 ARE RESERVED. PLEASE UPDATE PLANS TO THE |
| CORRECT CODE AND VERSION. 2017 FBC-B 6TH EDITION. |
| |
| 7) WHEN THERE ARE WELDED AND OR BOLTED 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 ABOUT THE CODE REQUIREMENTS |
| FOR THIS SECTION, PLEASE CONTACT THE CHIEF BUILDING |
| INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU. |
| |
| 8) SHEET S2.1 DETAILS 1, 3, 7A, 8 & 10 ALL SHOW THE |
| MONOLITHIC FOUNDATION WITH A TURNED DOWN BRICK LEDGE |
| MOST ARE SHOWN BELOW EITHER GRADE OR AN ADJOINING |
| SIDEWALK. SECTION 2114 DEALS WITH TERMITE INSPECTION |
| REQUIREMENTS. SEE 2114.2 AND EXCEPTION. |
| FBC-B 2114.2 CONCRETE BEARING LEDGE. BRICK, STONE OR |
| OTHER VENEER SHALL BE SUPPORTED BY A CONCRETE BEARING |
| LEDGE AT LEAST EQUAL TO THE TOTAL THICKNESS OF THE |
| BRICK, STONE OR OTHER VENEER, WHICH IS POURED |
| INTEGRALLY WITH THE CONCRETE FOUNDATION. NO |
| SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL |
| CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT |
| SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLESS THERE |
| IS AN APPROVED PHYSICAL BARRIER. AN APPROVED PHYSICAL |
| BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL |
| SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED |
| IN A MORTAR JOINT. IF MASONRY VENEER EXTENDS BELOW |
| GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED |
| TO THE CAVITY CREATED BETWEEN THE VENEER AND THE |
| FOUNDATION, IN LIEU OF A PHYSICAL BARRIER. |
| |
| 9) THERE ARE NO MECHANICAL SHEETS WITHIN THIS SET OF |
| PLANS. SHEET A4.1 THE ARCHITECTURAL ROOF PLAN ONLY |
| SHOWS A ROOF HATCH WHERE AS S5.1 THE STRUCTURAL ROOF |
| PLAN SHOWS LOCATIONS OF ROOF TOP RTU UNITS AND HOOD |
| LOCATION BUT NO DETAILS FOR PENETRATIONS THROUGH THE |
| ROOF STEEL DECK NOR ANY ROOF TOP CURBS FOR LATER ROOF |
| TOP EQUIPMENT. WHAT IS THE INTENT, TO SHOW POINT |
| LOADING FOR THE BAR JOIST? 107.2.1.2 ADDITIONAL |
| INFORMATION IS REQUIRED. |
| |
| 10A) WHERE SHEET A4.1 SHOWS A ROOF HATCH AND THE NOTE |
| INDICATES STEEL AND ALUMINUM ROOF HATCH. PLEASE NOTE |
| THE DESIGNER OF RECORD WILL NEED TO INDICATE ONE OF THE |
| 2 TYPES OF METAL. WITH THE 2 OPTIONS THERE ARE 2 DESIGN |
| PRESSURES. |
| INFORMATIONAL/ EQUIVALENCY . 2017 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION 107.2.1. W.P.B. ADMINISTRATIVE |
| CODE/2017. DRAWINGS & SPECIFICATIONS SHALL CONTAIN |
| INFORMATION, IN THE FORM OF NOTES OR OTHERWISE, AS TO |
| THE QUALITY OF MATERIALS, WHERE QUALITY IS ESSENTIAL TO |
| CONFORMITY WITH THE TECHNICAL CODES. SUCH INFORMATION |
| SHALL BE SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE |
| CITED AS A WHOLE OR IN PART, |
| NOR THE TERM "LEGAL" OR ITS EQUIVALENT BE USED AS A |
| SUBSTITUTE FOR SPECIFIC INFORMATION". |
| |
| 10B) PLEASE NOTE CODE COMPLIANCE FOR THE ROOF HATCH |
| CANNOT BE DETERMINED. THE SIZE OF THE ROOF HATCH IS NOT |
| GIVEN NOR COMPLIANCE WITH 2017 FBC-B SECTION 1011.12.2 |
| 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. |
| |
| 11) 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, CURTAIN WALLS, WALL |
| LOUVERS, EFIS SYSTEMS, |
| (D) ROOFING PRODUCTS AND ASSEMBLIES INCLUDING ROOF TOP |
| INSULATION, ROOF TOP VENTILATORS |
| (G) PRE-ENGINEERED A/C STANDS |
| |
| 12) 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.. |
| |
| 13) 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. |
| |
| 14) IDENTIFY GLAZING/ MULLIONS. 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 PROVIDE |
| |
| 15A) EFIS SYSTEMS: PLEASE NOTE SHEET A3.3 AND A3.4 BOTH |
| SHOW THE USE OF PLYWOOD SHEATHING. ONE SIDE OF THE |
| PARAPET ? INCH CDX PLYWOOD THE OTHER 5/8 INCH CDX |
| PLYWOOD. WHEN THE PRODUCT APPROVALS ARE SUBMITTED, WE |
| CAN ONLY USE THE PSF VALUES FOR THE WALL SHEATHING |
| INDICATED IN THE APPROVAL. |
| |
| 15B) PLEASE PROVIDE THE PRODUCT APPROVAL FOR THE SYSTEM |
| TO BE INSTALLED. PLEASE ALSO PROVIDE THE MANUFACTURERS |
| INSTALLATION BROCHURE PROVIDING COMPLIANCE WITH 2017 |
| FBC-B SECTIONS; |
| 1408.2 PERFORMANCE CHARACTERISTICS. |
| 1408.2 PERFORMANCE CHARACTERISTICS. |
| 1408.3 STRUCTURAL DESIGN. |
| 1408.4 WEATHER RESISTANCE. |
| 1408.4.1 EIFS WITH DRAINAGE. |
| 408.4.1.1 WATER-RESISTIVE BARRIER. |
| 1408.5 INSTALLATION. |
| |
| 16) ROOFING: 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. |
| |
| 17) PLEASE NOTE SHEET 5-A.1.1. INDICATES A WALL RATING |
| (DEMISING WALL) 1 HOUR RATING PER UL# U419. THE NOTE |
| FURTHER GOES AND STATES THE TENANT B SIDE IS TO BE PUT |
| UP AND FINISHED ONLY LEAVING TENANT A SIDE NO GYPSUM |
| BOARD TO BE INSTALLED. THE GYPSUM BOARD IS TO BE |
| PROVIDED BY THE TENANT AND INSTALLED BY TENANT. |
| |
| 17A)THE SCOPE OF WORK IS FOR SHELL WORK ONLY. NO |
| INTERIOR WORK SHOULD BE COMPLETED ON THE INTERIOR OF |
| THE BUILDING. THE 2ND ISSUE WITH THE OCCUPANCY |
| SEPARATION WALL (FIRE BARRIER) WOULD BE TO GET A FIRE |
| RATING THE WALL HAS TO HAVE WALLBOARD ON BOTH SIDES OF |
| THE WALL, SEE THE UL RATING U419. |
| |
| 17B) IF THE OCCUPANCY SEPARATION WALL IS TO BE |
| CONSIDERED IN THIS PERMIT PLEASE PLACE THE UL 419 |
| DESCRIPTION IN THE PLANS FOR ALL OF THE COMPONENTS OF |
| THE ASSEMBLY, INCLUDING ATTACHMENT THE FLEXIBLE |
| CONNECTION TO THE CORRUGATED ROOF DECK. |
| 2017 FBC-B 707.8 JOINTS. JOINTS MADE IN OR BETWEEN FIRE |
| BARRIERS, AND JOINTS MADE AT THE INTERSECTION OF FIRE |
| BARRIERS WITH UNDERSIDE OF A FIRE-RESISTANCE-RATED |
| FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE, AND THE |
| EXTERIOR VERTICAL WALL INTERSECTION SHALL COMPLY WITH |
| SECTION 715. |
| |
| 18) SHEETS T1.2 AND T1.3 MAKE REFERENCE TO THE ADA |
| REQUIREMENTS. PLEASE NOTE IN THE STATE OF FLORIDA WE |
| USE THE 2017 FLORIDA ACCESSIBILITY CODE DEEMED EQUAL TO |
| THE ADA BY THE DEPARTMENT OF JUSTICE, ADDITIONAL |
| REQUIREMENTS ARE WITHIN THE FLORIDA ACCESSIBILITY CODE |
| (GREY BOXES). |
| |
| 19A) SHEET A8.2 DETAIL 5 SHOWS THE USE EXTERIOR |
| SHEATHING WITH WEATHER BARRIER. BRICK VENEER WITH |
| ADJUSTABLE DOVE TAIL BRICK TIES AS REQUIRED FOR LOAD |
| AND WIND RATINGS. YOU CANNOT STATE AS REQUIRED BY CODE, |
| 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| CODE, CHAPTER 1, ADMINISTRATION 107.2.1. W.P.B. |
| ADMINISTRATIVE CODE/2017 DRAWINGS & SPECIFICATIONS |
| SHALL CONTAIN INFORMATION, IN THE FORM OF NOTES OR |
| OTHERWISE, AS TO THE QUALITY OF MATERIALS, WHERE |
| QUALITY IS ESSENTIAL TO CONFORMITY WITH THE TECHNICAL |
| CODES. SUCH INFORMATION SHALL BE SPECIFIC TO THE |
| TECHNICAL CODES "SHALL NOT BE CITED AS A WHOLE OR IN |
| PART, NOR THE TERM "LEGAL" OR ITS EQUIVALENT BE USED AS |
| A SUBSTITUTE FOR SPECIFIC INFORMATION". CONSTRUCTION |
| DOCUMENTS SHALL BE SUFFICIENT CLARITY TO INDICATE THE |
| LOCATION, NATURE AND EXTENT OF THE WORK PROPOSED AND |
| SHOW IN DETAIL THAT IT WILL CONFORM TO THE PROVISIONS |
| OF THIS CODE AND RELEVANT LAWS, ORDINANCES, RULES AND |
| REGULATIONS, AS DETERMINED BY THE BUILDING OFFICIAL. |
| |
| 19B) THE DETAIL 5 INDICATES THE USE OF A WEATHER |
| BARRIER BUT NO MORE INFORMATION AS TO THE TYPE OF |
| MATERIAL TO BE CALLED OUT, NOR THICKNESS. PLEASE SHOW |
| HOW COMPLIANCE WITH 1404.2 OF THE FBC-B WILL BE |
| ACHIEVED. |
| |
| 19C) THE SAME DETAIL INDICATES THROUGH FLASHING ABOVE |
| THE STEEL ANGLE. THERE IS NO MENTION AS TO HOW THE |
| WEATHER BARRIER AND FLASHING ARE TO BE INSTALLED TO |
| RESIST WATER INFILTRATION INTO THE STRUCTURE, NOR IS |
| THERE MENTION AS TO THE TYPE OF MATERIAL OR THICKNESS |
| THE FLASHING MATERIAL IS TO BE MADE OF. IF THE MATERIAL |
| IS DIFFERENT THE DESIGNER OF RECORD WILL ALSO NEED TO |
| INDICATE HOW THE METAL MATERIALS WILL BE SEPARATED TO |
| STOP ELECTROLYSIS. 107.2.1.2 ADDITIONAL INFORMATION IS |
| REQUIRED. |
| |
| 1405.2 WEATHER PROTECTION. EXTERIOR WALLS SHALL PROVIDE |
| WEATHER PROTECTION FOR THE BUILDING. THE MATERIALS OF |
| THE MINIMUM NOMINAL THICKNESS SPECIFIED IN TABLE |
| 1405.2TABLE 1405.2 TABLE 1405.2 SHALL BE ACCEPTABLE AS |
| APPROVED WEATHER COVERINGS. PLEASE PROVIDE THE SPACING |
| REQUIREMENTS FOR ADJUSTABLE DOVETAIL BRICK TIES AND |
| MANUFACTURERS SPECIFICATION AS TO HOW THEY ARE TO BE |
| INSTALLED TO SHEATHING OR STEEL STUD FOR ANCHORING |
| PURPOSES. ALSO THE DISTANCE AROUND OPENINGS THE BRICK |
| TIES CAN STAY BACK FROM THE OPENING. |
| FBC-B 1405.6 ANCHORED MASONRY VENEER. 402TMS 402/ACI |
| 530ACI 530ACI 530/ASCE 5ASCE 5ASCE 5. |
| FBC-B 1405.6.1 TOLERANCES. |
| |
| 20) 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. |
| |
| 21) 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. |
| |
| A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE |
| THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED |
| DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE |
| MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS |
| AND INFORMATION LACKING UNDER THE PRIOR REVIEW. |
| |
| |
| 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] |
| |
| |