Date |
Text |
2014-07-16 15:33:32 | BUILDING PLAN REVIEW |
| PERMIT: 14061217 |
| ADD: 335 CLEMATIS ST |
| CONT: TBD |
| TEL: (561)856-6655/ NEYITA |
| |
| 2010 FLORIDA BUILDING CODE W |
| * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| |
| 1ST REVIEW |
| DATE: WED. JULY 17/ 2014 |
| ACTION: DENIED |
| |
| 1) THE SURVEY INDICATES THE PROPOSED BUILDING WILL NEED |
| EITHER A UNITY OF TITLE OR A REPLAT. UNITY OF TITLE. |
| 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 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] |
| |
| 2) THIS BUILDING IS CONSIDERED A THRESHOLD BUILDING. |
| THRESHOLD INSPECTION PLAN FL S. S. 553.71(7) " |
| THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS |
| GREATER THAN (3) STORIES OR 50 FT IN HEIGHT, OR WHICH |
| HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN |
| THE |
| FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ FT IN AREA |
| AND AN OCCUPANT CONTENT OF GREATER THAN 500 PERSONS. |
| |
| 2A) COMPLIED, 109.3.6.1 SUBMITTED A WRITTEN THRESHOLD |
| PLAN. |
| |
| 2B) THRESHOLD BLDG, REQUIRED STATEMENT: W.P.B. |
| AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH |
| ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT |
| OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE |
| BEST OF THE ARCHITECT'S PR ENGINEER'S KNOWLEDGE, THE |
| PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE |
| FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL |
| AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633 |
| FLORIDA STATUTE. |
| |
| 2C) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B. |
| CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD |
| BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S |
| 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS |
| REQUIRED BY THIS CODE.THE THRESHOLD AGREEMENT FORMS |
| MUST BE SIGNED BY ALL INTERESTED PARTIES AND RETURNED |
| TO THE BUILDING DEPARTMENT BEFORE PERMIT ISSUANCE. . |
| CONTACT KEN CONRAD MANAGER OF THE SPECIAL INSPECTOR |
| PROGRAM AT (561)805-6666 OR E-MAIL: [email protected] FOR |
| FURTHER INFORMATION. |
| |
| 2D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME' |
| OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE |
| RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS |
| SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE |
| WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED, |
| AN INTERVIEW WILL BE REQUIED. |
| |
| 2E) THE CONTRACTOR OF RECORD WILL PRODUCE A JOB SUMMARY |
| OR HISTORY FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE |
| SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD: |
| [email protected] |
| |
| 2F) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED |
| TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR |
| IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE |
| INSPECTIONS. |
| |
| 2G) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES |
| FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER |
| HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE |
| MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR |
| WALLS AND CEILINGS. |
| |
| 3) PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B SECTION |
| 3304 SITE WORK: |
| 3A) 3306.2 WALKWAYS. A WALKWAY SHALL BE PROVIDED FOR |
| PEDESTRIAN TRAVEL IN FRONT OF EVERY CONSTRUCTION AND |
| DEMOLITION SITE UNLESS THE APPLICABLE GOVERNING |
| AUTHORITY AUTHORIZES THE SIDEWALK TO BE FENCED OR |
| CLOSED. WALKWAYS SHALL BE OF SUFFICIENT WIDTH TO |
| ACCOMMODATE THE PEDESTRIAN TRAFFIC, BUT IN NO CASE |
| SHALL THEY BE LESS THAN 4 FEET (1219 MM) IN WIDTH. |
| WALKWAYS SHALL BE PROVIDED WITH A DURABLE WALKING |
| SURFACE. WALKWAYS SHALL BE ACCESSIBLE IN ACCORDANCE |
| WITH CHAPTER 11 AND SHALL BE DESIGNED TO SUPPORT ALL |
| IMPOSED LOADS AND IN NO CASE SHALL THE DESIGN LIVE LOAD |
| BE LESS THAN 150 POUNDS PER SQUARE FOOT (PSF) (7.2 |
| KN/M2). |
| |
| 3B) 3306.5 BARRIERS. BARRIERS SHALL BE A MINIMUM OF 8 |
| FEET (2438 MM) IN HEIGHT AND SHALL BE PLACED ON THE |
| SIDE OF THE WALKWAY NEAREST THE CONSTRUCTION. BARRIERS |
| SHALL EXTEND THE ENTIRE LENGTH OF THE CONSTRUCTION |
| SITE. OPENINGS IN SUCH BARRIERS SHALL BE PROTECTED BY |
| DOORS WHICH ARE NORMALLY KEPT CLOSED. |
| |
| 3C) 3307.1 PROTECTION REQUIRED. ADJOINING PUBLIC AND |
| PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING |
| CONSTRUCTION, REMODELING AND DEMOLITION WORK. |
| PROTECTION MUST BE PROVIDED FOR FOOTINGS, FOUNDATIONS, |
| PARTY WALLS, CHIMNEYS, SKYLIGHTS AND ROOFS. PROVISIONS |
| SHALL BE MADE TO CONTROL WATER RUNOFF AND EROSION |
| DURING CONSTRUCTION OR DEMOLITION ACTIVITIES. THE |
| PERSON MAKING OR CAUSING AN EXCAVATION TO BE MADE SHALL |
| PROVIDE WRITTEN NOTICE TO THE OWNERS OF ADJOINING |
| BUILDINGS ADVISING THEM THAT THE EXCAVATION IS TO BE |
| MADE AND THAT THE ADJOINING BUILDINGS SHOULD BE |
| PROTECTED. SAID NOTIFICATION SHALL BE DELIVERED NOT |
| LESS THAN 10 DAYS PRIOR TO THE SCHEDULED STARTING DATE |
| OF THE EXCAVATION. |
| |
| 3D) 3305.1 FACILITIES REQUIRED. SANITARY FACILITIES |
| SHALL BE PROVIDED DURING CONSTRUCTION, REMODELING OR |
| DEMOLITION ACTIVITIES IN ACCORDANCE WITH THE FLORIDA |
| BUILDING CODE, PLUMBING. |
| |
| 3E) F] 3309.1 WHERE REQUIRED. |
| ALL STRUCTURES UNDER CONSTRUCTION, ALTERATION OR |
| DEMOLITION SHALL BE PROVIDED WITH NOT LESS THAN ONE |
| APPROVED PORTABLE FIRE EXTINGUISHER IN ACCORDANCE WITH |
| SECTION 906 AND SIZED FOR NOT LESS THAN ORDINARY HAZARD |
| AS FOLLOWS: |
| 1. AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE |
| COMBUSTIBLE MATERIALS HAVE ACCUMULATED. |
| 2. IN EVERY STORAGE AND CONSTRUCTION SHED. |
| 3. ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE |
| PROVIDED WHERE SPECIAL HAZARDS EXIST, SUCH AS THE |
| STORAGE AND USE OF FLAMMABLE AND |
| COMBUSTIBLE LIQUIDS. |
| |
| 3F) 3309.2 FIRE HAZARDS. THE PROVISIONS OF THIS CODE |
| AND THE FLORIDA FIRE PREVENTION CODE SHALL BE STRICTLY |
| OBSERVED TO SAFEGUARD AGAINST ALL FIRE HAZARDS |
| ATTENDANT UPON CONSTRUCTION OPERATIONS. |
| |
| 3G) [F] 3311.1 WHERE REQUIRED. IN BUILDINGS REQUIRED TO |
| HAVE STANDPIPES BY SECTION 905.3.1, NOT LESS THAN ONE |
| STANDPIPE SHALL BE PROVIDED FOR USE DURING |
| CONSTRUCTION. SUCH STANDPIPES SHALL BE INSTALLED WHEN |
| THE PROGRESS OF CONSTRUCTION IS NOT MORE THAN 40 FEET |
| (12 192 MM) IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE |
| DEPARTMENT VEHICLE ACCESS. SUCH STANDPIPE SHALL BE |
| PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS AT |
| ACCESSIBLE LOCATIONS ADJACENT TO USABLE STAIRS. SUCH |
| STANDPIPES SHALL BE EXTENDED AS CONSTRUCTION PROGRESSES |
| TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF |
| CONSTRUCTION HAVING SECURED DECKING OR FLOORING. |
| |
| 3H) [F] 3312.1 COMPLETION BEFORE OCCUPANCY. |
| IN BUILDINGS WHERE AN AUTOMATIC SPRINKLER SYSTEM IS |
| REQUIRED BY THIS CODE, IT SHALL BE UNLAWFUL TO OCCUPY |
| ANY PORTION OF A BUILDING OR STRUCTURE UNTIL THE |
| AUTOMATIC SPRINKLER SYSTEM INSTALLATION HAS BEEN TESTED |
| AND APPROVED, EXCEPT AS PROVIDED IN SECTION 111.3. |
| |
| 4) 109.3.10* IMPACT OF CONSTRUCTION. ALL CONSTRUCTION |
| ACTIVITY REGULATED BY THIS CODE SHALL BE PERFORMED IN A |
| MANNER SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF |
| ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS PERMITTED TO |
| AFFECT SAID PROPERTY PURSUANT TO A CONSENT BY THE |
| APPLICABLE PROPERTY OWNER, UNDER TERMS & CONDITIONS |
| AGREEABLE TO THE APPLICABLE PROPERTY OWNER. THIS |
| INCLUDES BUT IS NOT LIMITED TO THE CONTROL OF DUST, |
| NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE |
| STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION |
| ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE |
| WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY |
| REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH |
| ENGINEERING STANDARDS TO PRESERVE THE |
| POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY, |
| DEVELOPERS, CONTRACTORS, AND OWNERS OF ALL NEW |
| RESIDENTIAL DEVELOPMENT, INCLUDING ADDITIONS, POOLS, |
| PATIOS, DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING |
| PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ |
| FT OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A |
| PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED |
| DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS |
| PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A |
| CERTIFICATION FROM A LICENSED ENGINEER SHALL BE |
| SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL |
| OF THE FINAL INSPECTION. |
| |
| 5) 109.3.10.1 HURRICANE PROTECTION. IT SHALL BE |
| UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION RELATED |
| MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR |
| OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24 HRS. |
| AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE |
| HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH |
| CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS SHALL BE |
| EITHER REMOVED FROM THE CONSTRUCTION SITE OR SECURED IN |
| SUCH A MANNER AS TO MINIMIZE THE DANGER OF SUCH |
| CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS CAUSING |
| DAMAGE TO PERSONS OR PROPERTY FROM HIGH WINDS. ANY |
| PERSONS WHO FAILS TO COMPLY TO REMOVE OR SECURE THE |
| CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS WITHIN 24 |
| HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED SHALL BE |
| SUBJECT TO A FINE NOT TO EXCEED $500.00. IN ADDITION TO |
| THE ABOVE, A LICENSED CONTRACTOR WHO VIOLATES THIS |
| SECTION SHALL BE SUBJECT TO DISCIPLINE PURSUANT TO |
| SECTION 113 OF THIS CHAPTER. |
| |
| 5) SHEET S11.1 FOUNDATION NOTE # 1 ARDAMAN & ASSOCIATES |
| HAS COMPLETED A SOILS REPORT DATED MAY 14/ 2014. PLEASE |
| SUPPLY THE BUILDING DEPARTMENT WITH (3) ORIGINAL SIGNED |
| & SEALED REPORTS. 1803.3 BASIS OF INVESTIGATION. SOIL |
| CLASSIFICATION SHALL BE BASED ON OBSERVATION AND ANY |
| NECESSARY TESTS OF THE MATERIALS DISCLOSED BY BORINGS, |
| TEST PITS OR OTHER SUBSURFACE EXPLORATION MADE IN |
| APPROPRIATE LOCATIONS. ADDITIONAL STUDIES SHALL BE MADE |
| AS NECESSARY TO EVALUATE SLOPE STABILITY, SOIL |
| STRENGTH, POSITION AND ADEQUACY OF LOAD-BEARING SOILS, |
| THE EFFECT OF MOISTURE VARIATION ON SOIL-BEARING |
| CAPACITY, COMPRESSIBILITY, LIQUEFACTION AND |
| EXPANSIVENESS. |
| |
| 6) SHEET A0.16: |
| 6A) MISC. NOTES INDICATE 5 SETS OF SHOP DRAWINGS ARE TO |
| BE SUBMITTED. THE CITY WILL REQUIRE 3 SETS SINCE THIS |
| IS A THRESHOLD BUILDING BUR WILL NOT STAMP THE OTHER |
| SETS. |
| |
| 6B) THE DESIGNER OF RECORD DECLARE ONLY MIAMI-DADE |
| NOA'S ARE TO BE SUBMITTED ON THIS PROJECT. WITH THIS |
| NOTE ON THE PLANS IF THE CONTRACTOR SUBMITS A FLORIDA |
| APPROVAL THEY WIL BE DENIED. NOTE THE DESIGNER OF |
| RECORD IS REQUIRED TO REVIEW ALL PRODUCT APPROVALS |
| BEFORE BEING SUBMITTED TO THE BUILDING DEPARTMENT. |
| FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| SHOP DRAWINGS ETC |
| 2010 FBC 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. |
| |
| 6C) CARPENTRY NOTE # 5 PLYWOOD SHEATHING NOTE DOES NOT |
| INDICATE THAT SHEATHING BE FIRE RETARDANT TREATED |
| PLYWOOD. |
| 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: |
| 1.3. ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES, |
| FRAMING AND DECKING. |
| |
| 7) SHEET A1.00 LIFE SAFETY SHEET: |
| 7A) THE ZONING SHEET A0.01 INDICATES THIS TO BE A 10 |
| STORY WITH A MEZZANINE LEVEL. ON THIS SHEET THERE IS A |
| DEFINITION OF MEZZANINE LEVEL FOR ZONING USE. SHEET |
| A1.00 CONSTRUCTION TYPE LIST ALLOWED BUILDING HEIGHT AS |
| 12 STORIES AND THE ACTUAL HEIGHT BEING BUILT AS A 10 |
| STORY BUILDING. |
| THIS WILL ACTUALLY BE CONSIDRED A 12 STORY BUILDING. |
| THE DIFINITION OF MEZZANIE UNDER THE 2010 FBC-B 505.2 |
| EXCEPTION # 2, THE MEZZANINE IS LIMITED TO 1/2 OF THE |
| ROOM SIZE NOT THE FLOOR PLATE, ADDING ONE STORY OF |
| FLOOR AND THE ROOFTOP POOL DECK IS THE 12TH FLOOR OR |
| LEVEL. SEE 2010 FBC-B 1509.2.3 USE LIMITATION. |
| PENTHOUSES OR BULKHEADS USED FOR PURPOSES OTHER THAN |
| PERMITTED BY THIS SECTION SHALL CONFORM TO THE |
| REQUIREMENTS OF THIS CODE FOR AN ADDITIONAL STORY. |
| |
| 7B) OCCUPANT LOAD TABLES ALL INDICATE FRACTIONS OF |
| OCCUPANTS. THE OCCUPANTS FOR EACH ROOM ARE TO BE |
| ROUNDED UP, THERE ARE NOT FRACTIONS OF PEOPLE IN THESE |
| ROOMS. 2010 FBC-B TABLE 1004.1.1. ALSO SEE BOAF |
| INFORMAL INTERPRETATION 5479 TUES. 12/18/2007. WITH |
| THIS INCREASE IN OCCUPANTS THIS MAY AFFECT THE PLUMBING |
| FIXTURE COUNT. |
| |
| 7C) OCCUPANT LOAD TABLE DOES NOT INCLUDE ETHER THE POOL |
| OR POOL DECK LOADS. SEE 2010 FBC-B TABLE 1004.1.1. |
| |
| 7D) THE WALL LEGEND INDICATES THE USE OF A 2 HOUR RATED |
| BLOCK PER UL-U905, SHEET A9.02 THIS DETAIL IS NOT |
| INCLUDED IN THIS SHEET. 2010 WEST PALM BEACH AMENDMENTS |
| TO THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION |
| 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. 2010 |
| FBC-B 703.2 FIRE RESISTANCE RATINGS. |
| |
| 7E) EMERGENCY POWER NOTES DON'T SHOW COMPLIANCE WITH |
| 2010 FBC-B [F] 403.4.8.1 EMERGENCY POWER LOADS. |
| THE FOLLOWING ARE CLASSIFIED AS EMERGENCY POWER LOADS: |
| 403.4.8.1: |
| (3.) EMERGENCY VOICE/ALARM COMMUNICATIONS SYSTEMS; |
| |
| (4.) AUTOMATIC FIRE DETECTION SYSTEMS; |
| |
| (5.) FIRE ALARM SYSTEMS; AND |
| |
| (6.) ELECTRICALLY POWERED FIRE PUMPS. |
| |
| 7F)(1) FIRE PUMP) THE LIFE SAFETY SHEET LEVEL 1 DOES |
| NOT INDICATE COMPLIANCE WITH 403.3.2 WATER SUPPLY TO |
| REQUIRED FIRE PUMPS. |
| 7F)(2) 2 REQUIRED MAINS. REQUIRED FIRE PUMPS SHALL BE |
| SUPPLIED BY CONNECTIONS TO A MINIMUM OF TWO WATER MAINS |
| LOCATED IN DIFFERENT STREETS. SEPARATE SUPPLY PIPING |
| SHALL BE PROVIDED BETWEEN EACH CONNECTION TO THE WATER |
| MAIN AND THE PUMPS. EACH CONNECTION AND THE SUPPLY |
| PIPING BETWEEN THE CONNECTION AND THE PUMPS SHALL BE |
| SIZED TO SUPPLY THE FLOW AND PRESSURE REQUIRED FOR THE |
| PUMPS TO OPERATE. |
| |
| 7G) THE LIFE SAFETY SHEET LEVEL 1 DOES NOT INDICATE |
| COMPLIANCE WITH [F] 403.4.5 FIRE COMMAND. A FIRE |
| COMMAND CENTER COMPLYING WITH SECTION 911 SHALL BE |
| PROVIDED IN A LOCATION APPROVED BY THE FIRE DEPARTMENT. |
| |
| 7H) THE LIFE SAFETY SHEET LEVEL 1 DOES NOT INDICATE |
| COMPLIANCE WITH 403.5.5 LUMINOUS EGRESS PATH MARKINGS. |
| LUMINOUS EGRESS PATH MARKINGS SHALL BE PROVIDED IN |
| ACCORDANCE WITH SECTION 1024. 1024.2 MARKINGS WITHIN |
| EXIT ENCLOSURES. |
| EGRESS PATH MARKINGS SHALL BE PROVIDED IN EXIT |
| ENCLOSURES, INCLUDING VERTICAL EXIT ENCLOSURES AND EXIT |
| PASSAGEWAYS, IN ACCORDANCE WITH SECTIONS 1024.2.1 |
| THROUGH 1024.2.6. 1024.2.1 STEPS. A SOLID AND |
| CONTINUOUS STRIPE SHALL BE APPLIED TO THE HORIZONTAL |
| LEADING EDGE OF EACH STEP AND SHALL EXTEND FOR THE FULL |
| LENGTH OF THE STEP. OUTLINING STRIPES SHALL HAVE A |
| MINIMUM HORIZONTAL WIDTH OF 1 INCH (25 MM) AND A |
| MAXIMUM WIDTH OF 2 INCHES (51 MM). THE LEADING EDGE OF |
| THE STRIPE SHALL BE PLACED AT A MAXIMUM OF 1/2 INCH |
| (12.7 MM) FROM THE LEADING EDGE OF THE STEP AND THE |
| STRIPE SHALL OVERLAP THE LEADING EDGE OF THE STEP BY |
| NOT MORE THAN 1/2 INCH (12.7 MM) DOWN THE VERTICAL FACE |
| OF THE STEP. |
| |
| 7I) THE LIFE SAFETY PLANS DO NOT INDICATE THE USE OF |
| ANY OF THE DEPICTED ROOMS, OCCUPANT LOADS, OR EXITS, |
| FIRE COMMAND ROOM, FIRE PUMP ROOM, ELECTRIC ROOM AND OR |
| VAULT, GENERATOR ROOM, ELEVATOR MACHINE ROOM, LAUNDRY & |
| TRASH ROOMS, & DOMESTIC WATER PUMP ROOM. THIS IS A |
| COMMON COMMENT FOR ALL LIFE SAFETY FLOOR PLANS> |
| 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| CODE, CHAPTER 1, ADMINISTRATION : |
| 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS: |
| 107.3.5.1 COMMERCIAL BUILDINGS: |
| 107.3.5.1.1 BUILDING |
| FIRE ACCESS |
| FIRE HYDRANT/WATER SUPPLY/POST INDICATOR VALVE (PIV) |
| LOCATION OF GREASE INTERCEPTORS |
| OCCUPANCY GROUP |
| OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE: |
| OCCUPANCY LOAD |
| GROSS |
| NET |
| MEANS OF EGRESS |
| EXIT ACCESS |
| EXIT |
| EXIT SIGNAGE & DIRECTIONALS |
| EXIT DISCHARGE |
| |
| 7J) THE EXIT STAIRWAY THAT HAS ITS EXIT DISCHARGE ONTO |
| CLEMATIS, ALSO INCORPORATES A VESTIBULE AND A ELEVATOR |
| WITHIN THE VESTIBULE. PLEASE SEE 2010 FBC-B |
| 1022.3ELEVATORS SHALL NOT OPEN INTO EXIT ENCLOSURES. |
| THE ARGUEMENT CAN BE MADE THAT THIS AREA IS ONLY BEING |
| USED AS A VESTIBULE, 1027.1 EXCEPTION # 2 .4 THE |
| VESTIBULE IS ONLY FOR MEANS OF EGRESS AND EXITS |
| DIRECTLY TO THE OUTSIDE. |
| |
| 7K) MISSING INFORMATION: [F] 403.4.1 SMOKE DETECTION. |
| SMOKE DETECTION SHALL BE PROVIDED IN ACCORDANCE WITH |
| SECTION 907.2.13.1. |
| |
| 7L) MISSING INFORMATION: [F] 403.4.2 FIRE ALARM SYSTEM. |
| A FIRE ALARM SYSTEM SHALL BE PROVIDED IN ACCORDANCE |
| WITH SECTION 907.2.13. |
| |
| 7M) [F] 403.4.3 EMERGENCY VOICE/ALARM COMMUNICATION |
| SYSTEM. AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM |
| SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 907.5.2.2. |
| |
| 7N) [F] 403.4.4 EMERGENCY RESPONDER RADIO COVERAGE. |
| EMERGENCY RESPONDER RADIO COVERAGE SHALL BE PROVIDED IN |
| ACCORDANCE WITH THE FLORIDA FIRE PREVENTION CODE. [F] |
| 915.1 GENERAL. EMERGENCY RESPONDER RADIO COVERAGE SHALL |
| BE PROVIDED IN ALL NEW BUILDINGS IN ACCORDANCE THE |
| FLORIDA FIRE PREVENTION CODE. |
| |
| |
| 7O) 403.4.6 SMOKE REMOVAL. SMOKE CONTROL SHALL BE |
| PROVIDED IN ACCORDANCE WITH SECTION 909. |
| |
| 7P) MISSING INFORMATION: [F] 403.4.5 FIRE COMMAND. A |
| FIRE COMMAND CENTER COMPLYING WITH SECTION 911 SHALL BE |
| PROVIDED IN A LOCATION APPROVED BY THE FIRE DEPARTMENT. |
| |
| 7Q) MISSING INFORMATION: 403.6 ELEVATORS. |
| ELEVATOR INSTALLATION AND OPERATION IN HIGH-RISE |
| BUILDINGS SHALL COMPLY WITH CHAPTER 30 AND SECTIONS |
| 403.6.1 AND 403.6.2. |
| |
| 7Q) 403.6.1 FIRE SERVICE ACCESS ELEVATOR. |
| IN BUILDINGS WITH AN OCCUPIED FLOOR MORE THAN 120 FEET |
| (36 576 MM) ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT |
| VEHICLE ACCESS, A MINIMUM OF ONE FIRE SERVICE ACCESS |
| ELEVATOR SHALL BE PROVIDED IN ACCORDANCE WITH SECTION |
| 3007. |
| 3007.4 FIRE SERVICE ACCESS ELEVATOR LOBBY. |
| THE FIRE SERVICE ACCESS ELEVATOR SHALL OPEN INTO A FIRE |
| SERVICE ACCESS ELEVATOR LOBBY IN ACCORDANCE WITH |
| SECTIONS 3007.4.1 THROUGH 3007.4.4. |
| |
| EXCEPTION: WHERE A FIRE SERVICE ACCESS ELEVATOR HAS TWO |
| ENTRANCES ONTO A FLOOR, THE SECOND ENTRANCE SHALL BE |
| PERMITTED TO OPEN INTO AN ELEVATOR LOBBY IN ACCORDANCE |
| WITH SECTION 708.14.1. |
| |
| 3007.4.1 ACCESS. |
| THE FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL HAVE |
| DIRECT ACCESS TO AN EXIT ENCLOSURE. |
| |
| 3007.4.2 LOBBY ENCLOSURE. |
| THE FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL BE |
| ENCLOSED WITH A SMOKE BARRIER HAVING A MINIMUM 1-HOUR |
| FIRE-RESISTANCE RATING, EXCEPT THAT LOBBY DOORWAYS |
| SHALL COMPLY WITH SECTION 3007.4.3. |
| |
| EXCEPTION: ENCLOSED FIRE SERVICE ACCESS ELEVATOR |
| LOBBIES ARE NOT REQUIRED AT THE STREET FLOOR. |
| |
| 3007.4.3 LOBBY DOORWAYS. |
| EACH FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL BE |
| PROVIDED WITH A DOORWAY THAT IS PROTECTED WITH A |
| 3/4-HOUR FIRE DOOR ASSEMBLY COMPLYING WITH SECTION |
| 715.4. THE FIRE DOOR ASSEMBLY SHALL ALSO COMPLY WITH |
| THE SMOKE AND DRAFT CONTROL DOOR ASSEMBLY REQUIREMENTS |
| OF SECTION 715.4.3.1 WITH THE UL 1784 TEST CONDUCTED |
| WITHOUT THE ARTIFICIAL BOTTOM SEAL. |
| |
| 3007.4.4 LOBBY SIZE. |
| EACH ENCLOSED FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL |
| BE A MINIMUM OF 150 SQUARE FEET (14 M2) IN AN AREA WITH |
| A MINIMUM DIMENSION OF 8 FEET (2440 MM). |
| |
| 7R) THERE WILL BE NO ADDITIONAL COMMENTS ON THE OTHER |
| LIFE SAFETY SHEETS BECAUSE AS LISTED UNDER COMMENT 7I |
| PLANS ARE LACKING REQUIRED ELEMENTS FOR MINIMUM |
| CRITERIA FOR A COMMERCIAL PLAN REVIEW 107.3.5.1. |
| |
| 8) SHEET A2.00: |
| 8A) FPL VAULT WILL REQUIRE 3 HR FIRE RATING WALL TAGS |
| INDICATE 2 HR. PER 2008 NEC 110.31.A & 3 HR OPENING |
| PROTECTIVES 2010 FBC-B 715.4. |
| |
| 8B) FPL VAULT EXTERIOR DOORS HARDWARE SCHEDULE (A) |
| ENTRY KEY LOCK & DEAD BOLT. 2010 FBC-B 1008.1.10 PANIC |
| & FIRE EXIT HARDWARE REQUIREMENTS, ELECTRICAL ROOMS |
| WITH EQUIPMENT RATED 1,200 AMPERES OR MORE AND OVER 6 |
| FEET (1829 MM) WIDE THAT CONTAIN OVERCURRENT DEVICES, |
| SWITCHING DEVICES OR CONTROL DEVICES WITH EXIT OR EXIT |
| ACCESS DOORS SHALL BE EQUIPPED WITH PANIC HARDWARE OR |
| FIRE EXIT HARDWARE. THE DOORS SHALL SWING IN THE |
| DIRECTION OF EGRESS TRAVEL. |
| |
| 8C) FPL VAULT BOLLARDS ON THE EXTERIOR NEEDS TO HAVE |
| PROTECTION BOLLARDS TO ENSURE SAFE PASSAGE TO THE |
| PUBLIC WAY. 1027.6. NO VEHICLES TO BE ABLE TO PARK OR |
| UNLOAD IN FRONT OF THE DOORWAY OBSTRUCTING ACCESS TO |
| THE PUBLIC WAY. |
| |
| 8D) STAIRWELL # 2 THE NORTH & EAST WALLS NO WALL TAGS |
| PROVIDING FIRE RATING, 2010 FBC-B 1022.1. 2HR FIRE |
| RATING. |
| |
| 8E) STAIRWELL # 2 THE EXTERIOR DOOR # 109 NEEDS TO HAVE |
| PROTECTION BOLLARDS TO ENSURE SAFE PASSAGE TO THE |
| PUBLIC WAY. 1027.6. NO VEHICLES WOULD BE ABLE TO PARK |
| OR UNLOAD INFRONT OF THE DOORWAY OBSTRUCTING ACCESS TO |
| THE PUBLIC WAY. |
| |
| 8F) ROOM # 101 TRASH ROOM SOUTH WALL THERE IS NO WALL |
| IDENTIFICATION TAG. 107.2.1.3 ADDITIONAL INFORMATION IS |
| REQUIRED. |
| |
| 8G) ROOM # 103 DIRTY LINENS AND LINEN SHUTE ROOM. LINEN |
| CHUTE TERMINIATION DETAILS ARE NOT INCLUDED IN DETAIL |
| #1 SHEET A5.12. 708.13.1 REFUSE AND LAUNDRY CHUTE |
| ENCLOSURES. OPENINGS INTO THE SHAFT, INCLUDING THOSE |
| FROM ACCESS ROOMS AND TERMINATION ROOMS, SHALL BE |
| PROTECTED IN ACCORDANCE WITH THIS SECTION AND SECTION |
| 715. |
| |
| 8H) LINEN CHUTE DETAIL # 1 SHEET A5.12 PLEASE PROVIDE |
| COMPLIANCE WITH FIRE SPRINKLER REQUIREMENTS: F] |
| 903.2.11.2 RUBBISH AND LINEN CHUTES. |
| AN AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED AT THE |
| TOP OF RUBBISH AND LINEN CHUTES AND IN THEIR TERMINAL |
| ROOMS. CHUTES EXTENDING THROUGH THREE OR MORE FLOORS |
| SHALL HAVE ADDITIONAL SPRINKLER HEADS INSTALLED WITHIN |
| SUCH CHUTES AT ALTERNATE FLOORS. CHUTE SPRINKLERS SHALL |
| BE ACCESSIBLE FOR SERVICING. |
| |
| 8I) DOOR 127 & 132 FRONT LOBBY DOORS WILL BE THE DOORS |
| USED FROM THE 3RD FLOOR RESTARUART FOR EGRESS PURPOSES |
| WILL REQUIRE PANIC HARDWARE, |
| 1008.1.10 PANIC AND FIRE EXIT HARDWARE. |
| |
| 8J) ELEVATOR HOISTWAY WALL TAG "L" INDICATES THE USE OF |
| 1'-0" OF CONRETE WALLS NOTE WILL NEED CLAFIFICATION OF |
| WET AREAS TO USE 3 5/8 INCH STUDS AND DENSEGLASS, IS |
| THIS OVER AND ABOVE THE 12 INCH WALL OR INSTEAD OF? |
| CLARIFICATION, ADDITIONAL INFORMATION IS REQUIRED. |
| 107.2.1.3. |
| |
| 8K) ELEVATOR PUBLIC AND BACK OF HOUSE SERVICE ELEVATORS |
| DETAIL # 2 SHEET A5.12 DOES NOT SHOW A SUMP PIT FOR THE |
| ELEVATORS, S1 DOES SHOW SUMP PITS FOR BOTH ELEVATOR |
| HOISTWAYS, DISCREPANCY IN PLANS. |
| |
| 8L) STAIRWELL # 3 WEST WALL THERE IS NO WALL |
| IDENTIFICATION TAGS 107.2.1.3 ADDITIONAL INFORMATION IS |
| REQUIRED. 1022.1 EXIT ENCLOSURES SHALL HAVE A |
| FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE |
| CONNECTING FOUR STORIES OR MORE AND NOT LESS THAN 1 |
| HOUR WHERE CONNECTING LESS THAN FOUR STORIES. COMMON |
| COMMENT FOR ALL FLOORS. |
| |
| 8M) STAIRWELL # 3 COMMON WALL WITH ELEVATOR SHAFT NO |
| WALL IDENTIFICATION TAG. 107.2.1.3 ADDITIONAL |
| INFORMATION IS REQUIRED. 1022.1 EXIT ENCLOSURES SHALL |
| HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS |
| WHERE CONNECTING FOUR STORIES OR MORE AND NOT LESS THAN |
| 1 HOUR WHERE CONNECTING LESS THAN FOUR STORIES. |
| |
| 8N) NOTICE RETAIL SPACE 131 THE MEZZANINE AREA IS TO |
| THE MAXIMUM, NO WALLS CAN BE PUT IN UNDER A TENANT |
| BUILD OUT, BEWARE OF AREA LIMITATION, SEE SECTION 505.2 |
| AREA LIMITATION. THE AGGREGATE AREA OF A MEZZANINE OR |
| MEZZANINES WITHIN A ROOM SHALL NOT EXCEED 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. IN DETERMINING |
| THE ALLOWABLE MEZZANINE AREA, THE AREA OF THE MEZZANINE |
| SHALL NOT BE INCLUDED IN THE FLOOR AREA OF THE ROOM. |
| |
| 8O) 914.1 SHAFTWAY MARKINGS. |
| VERTICAL SHAFTS SHALL BE IDENTIFIED AS REQUIRED BY |
| SECTIONS 914.1.1 AND 914.1.2. |
| |
| 8O)(1) [F] 914.1.1 EXTERIOR ACCESS TO SHAFTWAYS. |
| OUTSIDE OPENINGS ACCESSIBLE TO THE FIRE DEPARTMENT AND |
| THAT OPEN DIRECTLY ON A HOISTWAY OR SHAFTWAY |
| COMMUNICATING BETWEEN TWO OR MORE FLOORS IN A BUILDING |
| SHALL BE PLAINLY MARKED WITH THE WORD ?SHAFTWAY? IN RED |
| LETTERS AT LEAST 6 INCHES (152 MM) HIGH ON A WHITE |
| BACKGROUND. SUCH WARNING SIGNS SHALL BE PLACED SO AS TO |
| BE READILY DISCERNIBLE FROM THE OUTSIDE OF THE |
| BUILDING. |
| |
| 8O)(2) [F] 914.1.2 INTERIOR ACCESS TO SHAFTWAYS. |
| DOOR OR WINDOW OPENINGS TO A HOISTWAY OR SHAFTWAY FROM |
| THE INTERIOR OF THE BUILDING SHALL BE PLAINLY MARKED |
| WITH THE WORD ?SHAFTWAY? IN RED LETTERS AT LEAST 6 |
| INCHES (152 MM) HIGH ON A WHITE BACKGROUND. SUCH |
| WARNING SIGNS SHALL BE PLACED SO AS TO BE READILY |
| DISCERNIBLE. |
| |
| EXCEPTION: MARKINGS SHALL NOT BE REQUIRED ON SHAFTWAY |
| OPENINGS THAT ARE READILY DISCERNIBLE AS OPENINGS ONTO |
| A SHAFTWAY BY THE CONSTRUCTION OR ARRANGEMENT. |
| |
| 8O)(3) [F] 914.2 EQUIPMENT ROOM IDENTIFICATION. |
| FIRE PROTECTION EQUIPMENT SHALL BE IDENTIFIED IN AN |
| APPROVED MANNER. ROOMS CONTAINING CONTROLS FOR |
| AIR-CONDITIONING SYSTEMS, SPRINKLER RISERS AND VALVES |
| OR OTHER FIRE DETECTION, SUPPRESSION OR CONTROL |
| ELEMENTS SHALL BE IDENTIFIED FOR THE USE OF THE FIRE |
| DEPARTMENT. APPROVED SIGNS REQUIRED TO IDENTIFY FIRE |
| PROTECTION EQUIPMENT AND EQUIPMENT LOCATION SHALL BE |
| CONSTRUCTED OF DURABLE MATERIALS, PERMANENTLY INSTALLED |
| AND READILY VISIBLE. |
| |
| 8P) FIRE PUMP ROOM THE EXTERIOR DOORS 112 WILL ALSO |
| NEED BALLARDS TO PROTECT THIS ROOM FOR ACCESS IN |
| EMERGENCY SITUATIONS. 913.2 PROTECTION AGAINST |
| INTERRUPTION OF SERVICE. |
| |
| 9) SHEET A2.01 MEZZANINE LEVEL/ TRUE 2ND FLOOR: |
| 9A) MISSING WALL TAGS BETWEEN THE GENERATOR ROOM WALL |
| M-10 &M-09. 403.4.7.1. |
| |
| 9B) MISSING WALL TAGS BETWEEN M-01 & M-02. 107.2.1.3 |
| ADDITIONAL INFORMATION REQUIRED. |
| |
| 9C) MISSING WALL TAGS BETWEEN M-03 & M-04. 107.2.1.3 |
| ADDITIONAL INFORMATION REQUIRED. |
| |
| 9D) WALL TAGS MISSING BETWEEN M-11 & M15, M-12 & M-16 |
| AND M-14 & M-16. |
| |
| 9E) WALL TAG MISSING BETWEEN THE ELEVATOR LOBBY & |
| RETAIL MEZZANINE. |
| |
| 10) SHEET A2.02 / 2ND FLOOR LEVEL: |
| 10A) THE GYM WINDOWS IDENTIFICATION TAG AA DOES NOT |
| INDICATE A FIRE RATING, THIS BEING A 1 HOUR FIRE RATED |
| WALL ASSEMBLY WILL REQUIRE A 3/4 HOUR OPENING |
| PROTECTIVE. SEE 2010 FBC-B SECTION 715.5 |
| FIRE-PROTECTION-RATED GLAZING. |
| GLAZING IN FIRE WINDOW ASSEMBLIES SHALL BE |
| FIRE-PROTECTION RATED IN ACCORDANCE WITH THIS SECTION |
| AND TABLE 715.5. GLAZING IN FIRE DOOR ASSEMBLIES SHALL |
| COMPLY WITH SECTION 715.4.7. FIRE-PROTECTION-RATED |
| GLAZING SHALL BE TESTED IN ACCORDANCE WITH AND SHALL |
| MEET THE ACCEPTANCE CRITERIA OF NFPA 257 OR UL 9. |
| FIRE-PROTECTION-RATED GLAZING SHALL ALSO COMPLY WITH |
| NFPA 80. OPENINGS IN NONFIRE-RESISTANCE-RATED EXTERIOR |
| WALL ASSEMBLIES THAT REQUIRE PROTECTION IN ACCORDANCE |
| WITH SECTION 705.3, 705.8, 705.8.5 OR 705.8.6 SHALL |
| HAVE A FIRE-PROTECTION RATING OF NOT LESS THAN 3/4 |
| HOUR. |
| |
| 10B) DOOR 219 LINEN/ LAUNDRY CHUTE ACCESS ROOM DOOR IS |
| MISSING SELF- OR AUTOMATIC-CLOSING UPON THE DETECTION |
| OF SMOKE IN ACCORDANCE WITH SECTION 715.4.8.3. COMMON |
| STATEMENT FOR ALL FLOORS. |
| |
| 11) SHEET A2.03: |
| 11A) THE PLANS DO NOT DEPICT ANY SHAFTS IN TTHE KITCHEN |
| AREA FOR THE FUTURE KITCHEN EXHAUST & HOOD SYSTEM. |
| 708.2 SHAFT REQUIED. |
| |
| 11B) ELEVATOR LOBBY # 3, IT APPEARS THERE IS A GLASS |
| PANEL, NOT IDENTIFIED. 107.2.1.3 ADDITIONAL INFORMATION |
| IS REQUIRED. SAFETY GLASS IS REQUIRED. |
| 2010 FBC-B 2406.4. |
| |
| 11C) AREAS THAT ARE MISSING WALL IDENTIFICATION TAGS, |
| RETROOM, COMMON AREAS WITH KITCHEN, FLEX ROOMS WITH |
| RATED CORRIDOR, FLEX SPACE & RESTARUANT, WALLS AT DOOR |
| 313 & DOOR 317 AND STORAGE AREAS 300 & 301. 107.2.1.3 |
| ADDITIONAL INFORMATION IS REQUIRED. |
| |
| 12) SHEET A2.11: |
| 12A) NOTE # 23 INDICATES THE USE OF WOOD TRELLIS, |
| PLEASE REVIEW 2010 FBC-B 603.1 ALLOWABLE USES OF |
| COMBUSTIBLE MATERIALS. |
| |
| B) NOTES 21 & 22 DEAL WITH A PERMINATELY AFFIXED ROOF |
| LADDER TO ROOF AND NOTE 22 A 24 X 24 INCH ROOF TOP |
| SCUTLE HOLE. PLEASE REVIEW BOTH: 1009.13 & 1009.14. |
| 1009.13 STAIRWAY TO ROOF. |
| IN BUILDINGS FOUR OR MORE STORIES ABOVE GRADE PLANE, |
| ONE STAIRWAY SHALL EXTEND TO THE ROOF SURFACE, UNLESS |
| THE ROOF HAS A SLOPE STEEPER THAN FOUR UNITS VERTICAL |
| IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE). IN BUILDINGS |
| WITHOUT AN OCCUPIED ROOF, ACCESS TO THE ROOF FROM THE |
| TOP STORY SHALL BE PERMITTED TO BE BY AN ALTERNATING |
| TREAD DEVICE. |
| |
| 1009.14 STAIRWAY TO ELEVATOR EQUIPMENT. |
| ROOFS AND PENT-HOUSES CONTAINING ELEVATOR EQUIPMENT |
| THAT MUST BE ACCESSED FOR MAINTENANCE ARE REQUIRED TO |
| BE ACCESSED BY A STAIRWAY. |
| |
| 1009.13.2 PROTECTION AT ROOF HATCH OPENINGS. |
| WHERE THE ROOF HATCH OPENING PROVIDING THE REQUIRED |
| ACCESS IS LOCATED WITHIN 10 FEET (3049 MM) OF THE ROOF |
| EDGE, SUCH ROOF ACCESS OR ROOF EDGE SHALL BE PROTECTED |
| BY GUARDS INSTALLED IN ACCORDANCE WITH THE PROVISIONS |
| OF SECTION 1013. |
| |
| 13)PLEASE PROVIDE 3 SETS OF PRODUCT APPROVALS FOR EACH |
| OF THE FOLLOWING COMPONENTS AND OR CLADDING. |
| 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41 |
| COMPONENTS & CLADDING |
| FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. |
| 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION |
| SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS: |
| (31)(A) EXTERIOR DOORS. |
| (B) WINDOWS |
| (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| LOUVERS, EFIS SYSTEMS, |
| (D) ROOFING PRODUCTS AND ASSEMBLIES & WATERPROOFING FOR |
| SLABS |
| (E) SHUTTERS |
| (F) SKYLIGHTS |
| (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C |
| STANDS |
| |
| 14) 2010 FBC 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.. |
| |
| 15) SHEET S1 INDICATES THE WIND DESIGN CRITERIA WHICH |
| IS CORRECT. SHEET S11.5 INDICATES THE POSITIVE AND |
| NEGATIVE PRESSURES FOR THIS BUILDING WHICH ARE EXTREMLY |
| LOW, THE 2010 FBC-B GIVE PRESSURES UP TO AND |
| MULTIPLIERS TO 60 FT. EVEN AT 60 FT , "C" EXPOSURE THE |
| PRESSURES ARE HIGHERE THAN WHAT IS PROPOSED ARE LOW FOR |
| 10 SQ FT OF ROOF AREA AND WALL AREA. IF A WIND TUNNEL |
| TEST WAS COMPLETED PLEASE PROVIDE (3) SETS OF SIGNED & |
| SEALED ORIGINALS. |
| |
| ONCE THE PRESSURES ARE DETERMINED TO BE CODE COMPLIANT, |
| THE DESIGNER OF RECORD OR CONTRACTOR CAN REQUEST IN |
| WRITING THAT THE PRODUCT APPROVALS BE A DEFERRED |
| SUBMITTAL, GIVING THEM TIME TO BID THE PROJECT OUT AND |
| ONLY HAVE TO SUBMIT THE ACTUAL PRODUCTS THAT WILL BE |
| INSTALLED WITHIN THE BUILDING. 107.3.4.2. DEFERRED |
| SUBMITTALS. |
| |
| 16) SHEET A7.01 DETAIL # 2 ENLARGED HANDICAPPED |
| BATHROOM WITH A STANDARD ACCESSIBLE SHOWER AND A |
| TRANSFER SEAT ON THE BACK WALL. THE PLANS SHOW A 30 X48 |
| INCH SPACE FOR THE WHEEL CHAIR AS DEPICTED THE PERSON |
| IN THE WHEELCHAIR WILL NOT BE ABLE TO MAKE THE |
| TRANSFER. THE WHEEL CHAIR IS INFRONT OF THE SEAT. |
| TRANSFER TYPE SHOWER COMPARTMENTS NEEDS 12 INCHES |
| BEHIND THE SEAT SO THE OCCUPANT OF THE WHEEL CHAIR WILL |
| BE ABLE TO TRANSFER ACROSS TO THE SHOWER SEAT. SEE 2010 |
| FBC-ACCESSIBILITY CODE 608.2.1 AND THE SAME FIGURE. |
| SHOWN IN THE PICTURE IS A 3X3 FOOT SHOWER BUT THE |
| TRANSFER FROM THE WHEEL CHAIR TO THE SEAT WILL BE THE |
| SAME REQUIREMENT. |
| |
| 17) SHEET A7.02: |
| 17A) THERE WAS A SLIGHT CHANGE IN THE 2010 |
| FBC-ACCESSIBILITY CODE IN HEIGHT OF GRAB BARS, DEPICTED |
| IN THE PLANS IS A MAXIMUM OF 36 INCHES CENTERLINE, THE |
| 2010 FBC-ACCESSIBILITY CODE NOW MEASURES THE 33-36 |
| INCHES TO THE TOP OF THE BAR, TOP OF GRIPPING SURFACE. |
| 609.4. |
| |
| 17B) THE BABY CHANGING TABLE PLEASE PROVIDE THE HEIGHT |
| OF THE HANDLE AT TTHE TOP OF THE TABLE. IT APPEARS TO |
| BE APPROX. 5'-6" IN HEIGHT? |
| SHOW COMPLIANCE WITH REACH RANGES 2010 |
| FBC-ACCESSIBILITY CODE 308.308.2.1 & 308.3.1. |
| |
| 18) SHEET A8.01 THE TYPICAL SHOWER CURB DETAIL |
| INDICATES AN OPTION AS TO CODE COMPLIANCE FOR SHOWER |
| PAN MATERIALS 417.5.2.1 - 417.5.2.5. |
| 2010 ADMINISTRATIVE CODE 107.2.1 INFORMATION ON |
| CONSTRUCTION DOCUMENTS. SUCH INFORMATION SHALL BE |
| SPECIFIC, AND THE TECHNICAL CODES SHALL NOT BE CITED AS |
| A WHOLE OR IN PART, NOR SHALL THE TERM "LEGAL" OR ITS |
| EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC |
| INFORMATION... |
| |
| 19A) SHEET A8.02 DETAIL # 1-2 BOTH INDICATE THE USE OF |
| PLYWOOD SHEATHING ON LIGHT GAUGE METAL STUDS. PLEASE |
| PROVIDE COMPLIANCE WITH 2010 FBC-B |
| 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: |
| 1.3. ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES, |
| FRAMING AND DECKING. L |
| |
| 19B) SHEET A8.02 SAME DETAILS DOES NOT INDICATE THE |
| THICKNESS OF THE PLYWOOD NOR DOES THE PLANS PROVIDE THE |
| TYPE OF FASTENER AND SIZE OF FASTENER TO BE USED IN |
| SECURINGTHE PLYWOOD TO THE METAL STUDS. 107.2.1.3 |
| ADDITIONAL INFORMATION IS REQUIRED. |
| |
| 20) SHEET A8.03 DETAIL 1 & 2 TYPICAL BALCONY, SHOWS A |
| BALISTER & HANDRAIL SYSTEM HEIGHT OF 42 INCHES FINISH |
| NOTE THIS IS A MINIMUM HEIGHT, ONE DETAIL SHOWS THE |
| FINISH FLOOR BENEATH THE BOTTOM RAIL AT 42 INCHES THE |
| OTHER SHOWS THE BOTTOM RAIL SITTING ON THE ROUGH SLAB |
| AT A HEIGHT OF 44". 2010 FBC-B 1013.2 HEIGHT. PLEASE |
| PROVIDE WHICH TYPE OF INSTALATION WILL BE USED ON THIS |
| PROJECT. DISCREPANCY IN PLANS. 107.2.1.3 ADDITIONAL |
| INFORMATIO IS REQUIED. |
| PLEASE ALSO NOTE THE 3 RD FLOOR IS TO BE DESIGNED FOR A |
| FUTURE RESTARAUNT, BE AWARE OF 1013.2 WHERE FIXED |
| SEATING MAY BE A HEIGHT FACTOR IN THE GUARD RAIL. |
| |
| 21) SHEET S1 AND S11.1 BOTH INDICATE THE USE OF AUGER |
| CAST PILE, PLEASE PROVIDE WHAT AGENCY/ INSPECTION |
| SERVICE WILL BE RESPONSIBLE FOR THEOBSERVING & RECORD |
| KEEPING OF THE AUGER CAST PILE ASWELL AS LOAD TESTING |
| TO SECTION 2010 FBC-B 1810.3.3.1.2. |
| |
| 22) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL |
| PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND |
| A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT |
| APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| INFORMATION. |
| |
| 23) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| REVISION & REMOVE & 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 CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| TEL: 561-805-6715 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
| |
| DEVELOPMENT SERVICES HOME PAGE |
| HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| |
| PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| |
| MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF |
| FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 |
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