| Date |
Text |
| 2019-09-24 15:11:47 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 18091284 |
| | ADD: 2201 45TH ST. JFK NORTH ED ADDITION & RENOVATIONS |
| | CONT: DPR CONSTRUCTION |
| | TEL: 954-991-6200 |
| | 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. |
| | |
| | 3RD REVIEW |
| | DATE: TUES. SEPT. 24/2019 |
| | ACTION: DENIED |
| | |
| | 1) 3RD REQUEST. THIS PROJECT WILL REQUIRE A RESIDENT |
| | INSPECTOR ON THE PROJECT AS LONG AS THERE IS STRUCTURAL |
| | STEEL BOLTED OR WELDED CONNECTIONS BAR JOIST AND THE |
| | STEEL ROOF DECK ANCHORING BY WELDS OR BOLTED |
| | CONNECTIONS. |
| | 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION 110.3.9. OTHER |
| | INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE, |
| | OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED |
| | BY SECTION 109 110. HE/SHE MAY ACCEPT REPORTS OF |
| | INSPECTORS OF RECOGNIZED INSPECTION SERVICES, PROVIDED |
| | THAT AFTER INVESTIGATION HE/SHE IS SATISFIED AS TO |
| | THEIR QUALIFICATIONS AND RELIABILITY. A CERTIFICATE |
| | CALLED FOR BY ANY PROVISION OF THE TECHNICAL CODES |
| | SHALL NOT BE BASED ON SUCH REPORTS UNLESS THE SAME ARE |
| | IN WRITING AND CERTIFIED BY A RESPONSIBLE OFFICER OF |
| | SUCH SERVICE. THE BUILDING OFFICIAL MAY REQUIRE THE |
| | OWNER TO EMPLOY AN INSPECTION SERVICE IN THE FOLLOWING |
| | INSTANCES: |
| | 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II |
| | CONSTRUCTION |
| | 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS |
| | FORMS ARE TO BE E-MAILED TO : [email protected] SENT AT |
| | 2:09 PM 02/19/2019. |
| | |
| | 2) TO BE DETERMINED BY THE BUILDING OFFICIAL, TO DATE |
| | NO RESPONSE BACK AS TO THE DETERMINATION OF EXPOSURE B |
| | OR C. SHEET 088_S001 IN THE STRUCTURAL NOTES IN THE |
| | WIND DESIGN DATA THE EXPOSURE IS GIVEN AS A B EXPOSURE. |
| | IT WOULD APPEAR THAT TO THE NORTHEAST AND NORTHWEST |
| | THERE ARE C EXPOSURES SINCE MOST OF THESE AREAS HAVE |
| | LITTLE OR NO BUILDINGS, THEY ARE GRASSLANDS, OPEN |
| | LAKES, CANALS, PARKING LOTS AND HIGHWAYS. |
| | 2017 FBC-B 1609.4.2 SURFACE ROUGHNESS CATEGORIES. A |
| | GROUND SURFACE ROUGHNESS WITHIN EACH 45-DEGREE SECTOR |
| | SHALL BE DETERMINED FOR A DISTANCE UPWIND OF THE SITE |
| | AS DEFINED IN SECTION 1609.4.3 FROM THE CATEGORIES |
| | DEFINED BELOW, FOR THE PURPOSE OF ASSIGNING AN EXPOSURE |
| | CATEGORY AS DEFINED IN SECTION 1609.4.3. |
| | SURFACE ROUGHNESS C. OPEN TERRAIN WITH SCATTERED |
| | OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS THAN 30 |
| | FEET. THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, AND |
| | GRASSLANDS. |
| | |
| | 3) PENDING THE BUILDING OFFICIALS DETERMINATION. SINCE |
| | THE EXPOSURE WOULD BE A C EXPOSURE FOR 179 VASD THE |
| | PRESSURES WILL INCREASE FOR THE MULTIPLIER FOR THE |
| | HEIGHT OF THE BUILDING FOR THE EXPOSURE C. SEE TABLE |
| | 1609.7(2). |
| | |
| | 4) COLMPIED. PENDING EXPOSURE CATEGORY B IF C PRESSURES |
| | WILL BE HIGHER. |
| | THE COLUMN OF PRESSURES FOR CORNERS WALL ZONE 5 THE |
| | NEGATIVE PRESSURES FOR 20 SQ. FT. AND 100 SQ. FT. ARE |
| | THE SAME AND THE PRESSURES FOR 50 SQ. FT. ARE HIGHER |
| | THAN FOR THE 20 SQ. FT. IT WOULD APPEAR THIS IS A TYPO, |
| | PLEASE PROVIDE ADDITIONAL INFORMATION, PLEASE. |
| | 107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 5A) 3RD REVIEW. SEMI- COMPLIED. PRODUCT APPROVALS WERE |
| | SUBMITTED BUT THE OTHER COMMENTS THAT DEAL WITH THE |
| | PRODUCT APPROVAL HAVE NOT BEEN ADDRESSED. STATING THE |
| | SPECS DOES NOT CONSTITUTE CODE COMPLIANCE. 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, LIGHTWEIGHT |
| | CONCRETE INSULATION, ROOF TOP VENTILATORS & CURBS |
| | |
| | 5B) 3RD REQUEST. WE STILL HAVE NOT SEEN WHERE THE |
| | DESIGNER OF RECORD HAS REVIEWED AND APPROVED THE |
| | INSTALLATION OF THESE PRODUCT ON THIS PROJECT WITH |
| | THEIR SHOP DRAWING STAMP OF APPROVAL, OR LISTED ON AN |
| | ARCHITECTURAL SHEET. W. P. B. 107.3.4. PRODUCT |
| | APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED BY |
| | FLORIDA ADMINISTRATIVE CODE RULE 61G20 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.. |
| | |
| | 6) 3RD REQUEST. IN REVIEWING ALL OF THE PRODUCT |
| | APPROVALS WITH GLAZED UNITS AND OR MULLIONS, NONE HAVE |
| | BEEN IDENTIFIED. |
| | 1ST REVIEW COMMENT. 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. 2014 FBC-B |
| | 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE |
| | INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURERS |
| | 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. |
| | |
| | 7) 3RD ***REVIEW LIGHTWEIGHT CONCRETE NOA 18-0208-03 |
| | PLEASE NOTE THERE ARE SUBSTRATE REQUIREMENTS WITHIN |
| | THIS PRODUCT APPROVAL THAT EITHER THE CONTRACTOR OR |
| | DESIGNER OF RECORD PICK OUT PAGES 8-11 CIRCLE THE DECK |
| | TYPE TO BE INSTALLED NOTE THE PRESSURES FOR THE STEEL |
| | DECK ARE MAXIMUM DESIGN PRESSURES, NO ENHANCEMENT. |
| | 3RD REVIEW. NOA 17-0808.06 BERRIDGE MANUFACTURING |
| | ZEE-LOCK PANEL & CLIP. PLEASE NOTE THERE ARE VARIOUS |
| | DECKS AND DESIGN PRESSURES, PLEASE IDENTIFY THE TYPE OF |
| | DECK TO BE INSTALLED. THERE IS STILL A QUESTION AS TO |
| | THE SHEATHING TO BE APPLIED TO THE B DECK, SHEET |
| | 063_A501 DOES SHOW DENSGLASS AS THE ROOF SHEATHING BUT |
| | NO PRODUCT APPROVAL HAS BEEN REVIEWED AND SUBMITTED. |
| | PLEASE NOTE THIS IS A REPETITIVE COMMENT FOR ALL OF THE |
| | PRODUCT APPROVALS. |
| | 1ST REVIEW COMMENT. 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. |
| | |
| | 8) 3RD REQUEST. SEMI-COMPLIED. THE SUBMITTED STO NOA |
| | 16-0418 HAS 3 BASE SHEATHING PRODUCTS WITHIN THIS NOA |
| | PLEASE CIRCLE AND IDENTIFY WHICH OF THESE PRODUCT AND |
| | ASSOCIATED PRESSURES WILL BE INSTALLED AS THE BASE. |
| | EFIS SYSTEMS: PLEASE PROVIDE THE PRODUCT APPROVAL FOR |
| | THE SYSTEM TO BE INSTALLED. PLEASE ALSO PROVIDE THE |
| | MANUFACTURERS INSTALLATION BROCHURE PROVIDING |
| | COMPLIANCE WITH 2014 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 |
| | |
| | 9) 3RD REVIEW. PLEASE NOTE THAT SINCE THE SUBMITTED |
| | PRODUCT APPROVALS HAVE HAD COMMENTS AND PLAN REVIEW |
| | TIME ON THE SUBMITTED APPROVALS IF AFTER PERMIT |
| | ISSUANCE THEY ARE CHANGED TO A DIFFERENT PRODUCT THAT |
| | WILL CONSTITUTE A REVISION. EACH PRODUCT APPROVAL THAT |
| | IS CHANGED IS CONSIDERED A SEPARATE REVISION, WITH |
| | ASSOCIATE REVIEW AND FEES. |
| | IF EITHER THE CONTRACTOR OR DESIGN PROFESSIONAL WOULD |
| | LIKE TO SUBMIT THE PRODUCT APPROVALS AFTER PERMIT |
| | ISSUANCE PLEASE NOTE SO ON THE PLANS AS A DEFERRED |
| | SUBMITTAL. |
| | |
| | 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. |
| | |
| | 10) 3RD REVIEW. SHEET 088_S001 UNDER THE HEADING OF |
| | FOUNDATION AND THE GEOTECHNICAL REPORT IT DOES NOT |
| | INDICATE A REPORT NUMBER NOR UNDER THE SOIL BEARING |
| | CAPACITY FOR ISOLATED FOOTING OR CONTINUOUS FOOTING THE |
| | PSF IS LEFT BLANK. PLEASE SHOW COMPLIANCE WITH THE 2017 |
| | FBC-B SECTION: |
| | |
| | 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. |
| | |
| | 11 A-E) PROVISO: SEPARATE PERMITS FOR TEMPORARY |
| | AMBULANCE CANOPY, TEMPORARY ENCLOSED WALKWAY AND A 2ND |
| | TEMPORARY CANOPY FOR PUBLIC ED. AND A 2ND ENCLOSED |
| | WALKWAY WITH LIGHTS AND SPRINKLERS. ADDITIONAL |
| | INFORMATION IS REQUIRED? 107.2.1.2. |
| | |
| | 11A) THE PLAN INDICATES THAT THE TEMPORARY WALKWAY HAS |
| | LIGHTS AND FIRE SPRINKLERS BUT NOT THE TEMP. AMBULANCE |
| | CANOPY, OR PUBLIC EDUCATION CANOPIES DO THEY HAVE |
| | LIGHTS AND FIRE SPRINKLERS AS WELL? |
| | 2017 FBC-B 3103.1.1 CONFORMANCE. TEMPORARY STRUCTURES |
| | AND USES SHALL CONFORM TO THE STRUCTURAL STRENGTH, FIRE |
| | SAFETY, AND MEANS OF EGRESS, ACCESSIBILITY, LIGHT, |
| | VENTILATION AND SANITARY REQUIREMENTS OF THIS CODE AS |
| | NECESSARY TO ENSURE PUBLIC HEALTH, SAFETY AND GENERAL |
| | WELFARE. |
| | |
| | 11B) IS THE TEMPORARY WALKWAYS AND AMBULANCE & PUBLIC |
| | EDUCATION CANOPIES GOING TO BE PART OF THIS PERMIT OR |
| | COME IN UNDER A SEPARATE TENT PERMIT. 107.2.1.2 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 11C) HOW LONG IS THE WALKWAYS, AMBULANCE CANOPY & |
| | PUBLIC EDUCATION CANOPIES GOING TO BE ERECTED? |
| | THE BUILDING CODE 2017 FBC-B SECTION: |
| | 3103.1 THE PROVISIONS OF SECTIONS 3103.1 THROUGH 3103.4 |
| | SHALL APPLY TO STRUCTURES ERECTED FOR A PERIOD OF LESS |
| | THAN 180 DAYS. TENTS AND OTHER MEMBRANE STRUCTURES |
| | ERECTED FOR A PERIOD OF LESS THAN 180 DAYS SHALL COMPLY |
| | WITH THE FLORIDA FIRE PREVENTION CODE. THOSE ERECTED |
| | FOR A LONGER PERIOD OF TIME SHALL COMPLY WITH |
| | APPLICABLE SECTIONS OF THIS CODE. |
| | |
| | THE AMBULANCE AND WALKWAY CANOPIES WILL NEED TO SHOW |
| | ENGINEERING FOR THE WIND SPEED REQUIRED FOR 180 VULT, |
| | OR WILL THE STRUCTURES BE REMOVED IN CASE OF |
| | HURRICANES, WHAT THEN WOULD HAPPEN TO THE FIRE |
| | SPRINKLER PIPING WITHIN THE STRUCTURES? |
| | |
| | 11D) WITH THE EXTENSION OF THE EXIT SHOWN IN THE PLAN, |
| | IT IS NOT CLEAR IF THE ENCLOSED WALKWAY FOR THE |
| | AMBULANCE CANOPY ONLY HAS THE ONE EXIT AT THE END OF |
| | THE ENCLOSURE OR IF AT THE MAIN BUILDING EXIT THERE IS |
| | A SIDE OPENING TO ALLOW THE EXITING OF THE ENCLOSURE |
| | DIRECTLY FROM THE BUILDING? |
| | 2017 FBC-B 3103.4 MEANS OF EGRESS. TEMPORARY STRUCTURES |
| | SHALL CONFORM TO THE MEANS OF EGRESS REQUIREMENTS OF |
| | CHAPTER 10 AND SHALL HAVE AN EXIT ACCESS TRAVEL |
| | DISTANCE OF 100 FEET (30 480 MM) OR LESS. |
| | |
| | 11E) IN THE TENT FOR THE AMBULANCES ARE THEIR GOING TO |
| | HAVE SIDES ENCLOSING THE TENT AS THE WALKWAY, HOW WILL |
| | THE VENTILATION REQUIREMENTS BE MET AND CARBON MONOXIDE |
| | FROM THE AMBULANCES BE REMOVED FROM THE TENT. |
| | 2017 FBC-B 3103.1.1 CONFORMANCE. TEMPORARY STRUCTURES |
| | AND USES SHALL CONFORM TO THE STRUCTURAL STRENGTH, FIRE |
| | SAFETY, AND MEANS OF EGRESS, ACCESSIBILITY, LIGHT, |
| | VENTILATION AND SANITARY REQUIREMENTS OF THIS CODE AS |
| | NECESSARY TO ENSURE PUBLIC HEALTH, SAFETY AND GENERAL |
| | WELFARE. |
| | |
| | 12-16) COMPLIED. |
| | 17) SEMI-COMPLIED. WITHIN THE STO PRODUCT APPROVAL |
| | THERE IS LISTED 3 TYPES OF GLASS MAT GYPSUM SUBSTRATE |
| | PRODUCT THAT ARE COVERED UNDER THIS NOA. PLEASE CIRCLE |
| | THE PRODUCT TO BE INSTALLED WITH ASSOCIATED PRESSURES. |
| | 18) COMPLIED. |
| | |
| | 19) SEMI-COMPLIED. SAME AS COMMENT # 17. |
| | 1ST ROUND COMMENTS. SHEET 069_A577 THERE ARE 3 DETAILS |
| | DETAIL # 1 & 2 DOES NOT INDICATE THE TYPE OF SHEATHING |
| | TO BE INSTALLED. BOTH DETAIL 2 & 3 BOTH INDICATE SEE |
| | DETAIL # 4 SHEET 011_G165. 2 INCH EFIS ON 5/8 INCH |
| | EXTERIOR SHEATHING. PLEASE NOTE THE CONSTRUCTION TYPE |
| | FOR THIS BUILDING IS I-B. PLEASE REVIEW THE 2017 FBC-B |
| | SECTIONS: |
| | |
| | 603.1 ALLOWABLE MATERIALS. COMBUSTIBLE MATERIALS SHALL |
| | BE PERMITTED IN BUILDINGS OF TYPE I OR II CONSTRUCTION |
| | IN THE FOLLOWING APPLICATIONS AND IN ACCORDANCE WITH |
| | SECTIONS 603.1.1 THROUGH 603.1.3: |
| | 1.FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED IN: |
| | 1.1.NONBEARING PARTITIONS WHERE THE REQUIRED |
| | FIRE-RESISTANCE RATING IS 2 HOURS OR LESS. |
| | 1.2.NONBEARING EXTERIOR WALLS WHERE |
| | FIRE-RESISTANCE-RATED CONSTRUCTION IS NOT REQUIRED. |
| | 1.3.ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES, |
| | FRAMING AND DECKING. |
| | |
| | 20-21) SEMI-COMPLIED. IN THE UPPER LEFT HAND CORNER THE |
| | TYPICAL CASEWORK DETAIL STILL SHOWS A MICROWAVE OVER |
| | THE UNOBSTRUCTED REACH RANGES. |
| | SHEET 076_A800 PLEASE REVIEW THE UPPER LEFT HAND BREAK |
| | ROOM CABINETS, DETAIL NOT GIVEN A DETAIL NUMBER. THE |
| | SHELF THAT THE MICROWAVE SITS ON IS 4 FOOT 8 INCHES |
| | ABOVE FINISH FLOOR, OUT OF REACH RANGES. |
| | SEE THE 2017 FBC-ACCESSIBILITY CODE SECTIONS: |
| | |
| | 308 REACH RANGES. 308.2 FORWARD REACH./ 308.2.1 |
| | UNOBSTRUCTED/ 308.2.2 OBSTRUCTED HIGH REACH. |
| | 308.3 SIDE REACH. / 308.3.1 UNOBSTRUCTED/ 308.3.2 |
| | OBSTRUCTED HIGH REACH. |
| | |
| | 309 OPERABLE PARTS. 309.3 HEIGHT. OPERABLE PARTS SHALL |
| | BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES |
| | SPECIFIED IN 308.309.4 OPERATION. OPERABLE PARTS SHALL |
| | BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT |
| | GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE |
| | REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS |
| | (22.2 N) MAXIMUM. |
| | 22-23) COMPLIED. |
| | |
| | |
| | 24) 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/ADMINISTRAT |
| | ION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON |
| | APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO |
| | YOUR PROJECT OR EMAIL IT TO: [email protected] |
| | 25) 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, SFP, 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] |
| | |
| | |
