| Date |
Text |
| 2008-12-30 20:02:35 | BUILDING PLAN REVIEW |
| | PERMIT: 08120552 |
| | ADD: 455 HIBISCUS STREET |
| | CONT: "PLAN REVIEW" |
| | TEL: (561)239-6986 JOE SULLIVAN |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | ARCHITECT: DONALD T. YOSHINO, AIA |
| | STRUCTURAL ENGINEER: JOEL MIDDLEBROOKS, P.E. |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1A) INFORMATIONAL: 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. |
| | |
| | 1B) INFORMATIONAL: PLEASE SUBMIT 2 OF ALL SURVEYS, |
| | PLANS, REPORTS, REVISIONS , PRODUCT APPROVALS AND OR |
| | SUBMITTALS FOR REVIEW FOR PERMIT. IF YOUR PROJECT WILL |
| | REQUIRE A RESIDENT INSPECTOR OR IF YOUR PROJECT IS A |
| | THRESHOLD BUILDING REQUIRING A THRESHOLD INSPECTOR THEN |
| | (3) THREE SETS OF ALL SAID DOCUMENTS WILL BE REQUIRED |
| | FOR PERMIT ISSUANCE. 106.1* /2004 SUBMITTAL DOCUMENTS |
| | WEST PALM BEACH ADMINISTRATIVE CODE. |
| | |
| | 1C) FL S S 713.13 NOTICE OF COMMENCEMENT, TO BE FILED |
| | WITH THE CLERK OF THE COURT. NOTE: 713.13(2) IF THE |
| | WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS NOT |
| | ACTUALLY COMMENCED WITHIN 90 DAYS AFTER THE RECORDING |
| | THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6) |
| | THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE |
| | CONSTRUCTION SITE BEFORE THE FIRST INSPECTION. |
| | |
| | 1D) INFORMATIONAL: PLANS SUBMITTED FOR PERMIT (FIRST |
| | TIME REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO |
| | THE 2004 FBC BUILDING WITH THE 2007 SUPPLEMENTS. |
| | |
| | 1E) INFORMATIONAL: PLANS ARE CURRENTLY BROUGHT IN AS A |
| | PLAN REVIEW OR MAJOR WORKING DRAWING REVIEW, AND ARE |
| | REVIEWED UNDER THE 2004 FBC BASE CODE WITH 2007 |
| | SUPPLEMENTS. EFFECTIVE MARCH 1ST, 2009 THE 2007FBC BASE |
| | CODE WILL BE ENACTED. IF THIS PROJECT HAS NOT BEEN |
| | CONVERTED OVER TO A PERMIT APPLICATION, BEFORE MARCH |
| | 1ST, 2009 THE |
| | PLANS ON THE NEXT REVIEW WILL BE REVIEWED UNDER THE |
| | 2007 FBC AS THE BASE CODE. |
| | |
| | 1F) PLEASE PROVIDE A UNITY OF TITLE FOR THREE LOTS THE |
| | HIGH RISE WILL BE BUILT ON. TABLE 602. WILL REQUIRE 3 |
| | HR RATED WALLS THROUGH BUILDING WHERE RATED LOT LINES |
| | OCCURWITH NO UNITY OF TITLE. |
| | |
| | 2) SOILS REPORT WAS NOT SUBMITTED, NO COPIES. 1802.2.1 |
| | QUESTIONABLE SOIL. WHERE THE SAFE-SUSTAINING POWER 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 REQUIRE THAT THE NECESSARY |
| | INVESTIGATION BE MADE. SUCH INVESTIGATION SHALL COMPLY |
| | WITH THE PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 . |
| | |
| | PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS |
| | PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR |
| | PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE |
| | DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT. FL ADMIN |
| | CODE 61G15-23.002 ENGINEERS |
| | |
| | SHEET S0.02 AUGER-CAST PILES INDICATES THERE WERE TEST |
| | COMPLETED BY ARDAMAN & ASSOC. REPORT# 08-2021DATED |
| | 02-23-08. |
| | |
| | 3) THRESHOLD BUILDING REQUIREMENTS: |
| | |
| | 3A) 109.3.6.1 THE ENFORCING AGENCY SHALL REQUIRE A |
| | SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON |
| | A THRESHOLD BUILDING PURSUANT TO A STRUCTURAL |
| | INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD. THE |
| | STRUCTURAL INSPECTION PLAN MUST BE SUBMITTED TO THE |
| | ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A BUILDING |
| | PERMIT FOR THE CONSTRUCTION OF A THRESHOLD BUILDING. |
| | THE PURPOSE OF THE STRUCTURAL INSPECTION PLAN IS TO |
| | PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO |
| | THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR |
| | COMPLIANCE WITH THE PERMITTED DOCUMENTS. |
| | |
| | 3B)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. |
| | CONTACT KEN CONRAD MANAGER OF THE SPECIAL INSPECTOR |
| | PROGRAM AT (561)805-6666 FOR FURTHER INFORMATION |
| | BEFORE THE PERMIT MAY BE ISSUED. |
| | |
| | 3C) INFORMATIONAL: |
| | 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. |
| | |
| | 4) INFORMATIONAL; 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) INFORMATIONAL: 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. |
| | |
| | 6) FBC 13-103.0 ENERGY CODE COMPLIANCE SHALL BE |
| | DEMONSTRATED BY SUBMITTAL OF APPROPRIATE CODE |
| | COMPLIANCE FORMS, NO ENERGY FORMS NOR INPUT DATA |
| | REPORTS WERE SUBMITTED. |
| | |
| | 7) SHEET LS1 PLANS FAIL TO INDICATE THE FOLLOWING |
| | INFORMATION.110.2* W. P. B. ADMINISTRATIVE CODE, |
| | INFORMATION THAT IS REQUIRED FOR RECORD KEEPING & FOR |
| | CERTIFICATE OF |
| | OCCUPANCY: |
| | A) THE EDITION OF THE CODE UNDER WHICH THE PROJECT IS |
| | DESIGNED. |
| | B) THE USE AND OCCUPANCY, IN ACCORDANCE WITH THE |
| | PROVISIONS OF CHAPTER 3. |
| | C) THE TYPE OF CONSTRUCTION AS DEFINED IN TABLE 503, |
| | CHAPTER 6 & TABLE 601. |
| | D) THE OCCUPANT LOAD, SEE 1004. PLANS INDICATE ROUNDING |
| | DOWN NOT ROUNDING UP TO THE |
| | NEXT WHOLE NUMBER OR PERSON. |
| | E) IF AN AUTOMATIC SPRINKLER SYSTEM IS PROVIDED |
| | F) WHETHER THE SPRINKLER SYSTEM IS REQUIRED. |
| | G) ANY SPECIAL STIPULATIONS & CONDITIONS OF THE |
| | BUILDING PERMIT |
| | H) NUMBER OF UNITS |
| | I ) NUMBER OF FLOORS |
| | J ) NUMBER OF BEDROOMS |
| | J) SQ. FT.( FOOTPRINT) |
| | K) SQ. FT. A/C SPACE PER FLOOR |
| | |
| | 8) SHEET LS1 EXIT DOOR# 1, THE PLANS INDICATE THAT THE |
| | FULL 91? IS TAKEN FOR MEANS OF EGRESS, WHERE AS SHEET |
| | A11.01 INDICATES THAT THERE ARE (2) SIDE LIGHTS THAT |
| | ARE EACH 2?-1? PLEASE REVIEW SECTION 1008.1.1 MINIMUM |
| | CLEAR WIDTH FOR A DOORWAY IS 32? TO BE CONSIDERED IN A |
| | MEANS OF EGRESS. |
| | |
| | 9) SHEET LS1 EXIT DOOR2 & 3, THE PLANS HAVE TAKEN THE |
| | FULL WIDTH OF THE DOOR OPENING, NOT SUBTRACTING THE |
| | DOOR WIDTH OF 2? OR A CLEAR OPENING OF 34? AND OCCUPANT |
| | LOAD OF 170 NOT 180. SECTION 1008.1.1. |
| | |
| | 10) SHEET A2.01 DOOR# 101C IS WITHIN A 2 HR WALL BUT |
| | THE DOOR SCHEDULE ON SHEET A11.01 INDICATES A 45 MINUTE |
| | DOOR. SEE TABLE 715.3 OPENING PROTECTIVES. THE DOOR |
| | SCHEDULE ALSO INDICATES THE DOOR FRAME AND DOOR |
| | MATERIALS ARE CONSTRUCTED OF ALUMINUM. SHOW COMPLIANCE |
| | WITH SECTION 715.3. |
| | |
| | 11) SHEET A2.1 ROOM 108 IT ROOM REQUIRES 1 HR RATED |
| | WALLS AND 20 MINUTE OPENING PROTECTION, SEE NFPA 645.2 |
| | AND TABLE 715.3. |
| | |
| | 12) SHEET A2.1 DOOR # 1123 C&D BOTH ARE LOCATED WITHIN |
| | A 2 HR FIRE RATED WALL THE DOOR SCHEDULE INDICATES 20 |
| | MINUTE PLEASE REVIEW TABLE 715.3. |
| | |
| | 13) SHEET A2.1 FOUR WINDOWS INDICATED AS (HH) ON SHEET |
| | A 12.01 AS 45MINUTE SHOULD READ 1 ? HR OPENING |
| | PROTECTION SEE TABLE 715.3, 2HR RATED WALL. |
| | |
| | 14) SHEET A2.1 STAIR TOWER# 2THE INTERIOR WALL THAT |
| | BACKS UP AGAINST THE COMPUTER ALCOVE IS INDICATED AS A |
| | WALL TYPE ?1C? OR ONE HOUR WALL, PLEASE REVIEW SECTION |
| | 1019.1. |
| | |
| | 15) SHEET A2.1 STAIR TOWER # 2 EXTERIOR WALL IS MISSING |
| | THE WALL IDENTIFICATION TAG ALL TOGETHER, TABLE 602. |
| | |
| | 16) SHEET A2.1 THERE ARE AREAS OF CONCERN WHERE THE |
| | FLOOR RATING WILL BE OF CONCERN: |
| | 16A) THE FPL VAULT THE FLOOR RATING OF THE 2ND FLOOR |
| | OVER THE VAULT IS TO BE THE SAME RATING AS THE WALLS. |
| | |
| | 17) SHEET A2.1 ROOM # 135 LINEN ROOM ALSO INDICATES A |
| | LAUNDRY CHUTE, THE LAUNDRY CHUTE DOES NOT PROVIDE A 2HR |
| | SHAFT ENCLOSURE PLANS INDICATE A WALL TYPE ELEVEN ON |
| | TWO SIDES OF THE ENCLOSURE SEE SECTION 707.13.1. |
| | |
| | 18) SHEET A2.1 ROOM # 135 IS ALSO NOT ONLY A LINEN ROOM |
| | BUT A LAUNDRY CHUTE TERMINATION ROOM WITH THE DOOR |
| | REQUIRING A 45 MINUTE DOOR SEE 707.13.4. |
| | |
| | 19) SHEET A2.1 DOOR # 103 AND WINDOW (W): |
| | 19A) THE DOOR SCHEDULE INDICATES DOOR# 103 TO BE A 90 |
| | MINUTE RATED OPENING DOOR TYPE ?B? A ALUMINUM AND |
| | GLAZED OPENING PLEASE PROVIDE DOCUMENTATION ON THE FIRE |
| | RATING OF THE ALUMINUM DOOR FRAME AND DOOR ASSEMBLY AS |
| | WELL AS GLAZING. OPENING PROTECTIVE?S 715.3. THE |
| | ALLOWABLE OPENINGS IN THIS WALL AREA FOR PROTECTED |
| | OPENINGS IS 75%. NOTE 704.8.1 DOES ALLOW THESE OPENINGS |
| | TO BE NOT RATED UP TO 75% OF THE WALL AREA BECAUSE OF |
| | THE FIRE SPRINKLED BUILDING! |
| | |
| | 20) SHEET A2.1 DOOR# 103 (SHEET E-9) THIS DOORWAY HAS A |
| | EXIT SIGN INDICATING THIS IS A EXIST TO A PUBLIC WAY. |
| | IN A PREVIOUS MEETING DOOR # 21 HAD OPENED ONTO THE |
| | EASTERN EXPOSURE AND HAD THE SAME TYPE OF PROBLEM THAT |
| | CONFRONTS THE OCCUPANTS THAT NOW WILL BE EXITING THIS |
| | DOORWAY TO END UP AT THE PUBLIC WAY. THEY ARE TRAVELING |
| | WITHIN 5.72 FEET OF THE PROPERTY LINE AND NO PROTECTION |
| | OF FIRE DANGER FROM ADJOINING PROPERTIES, PLEASE REVIEW |
| | SECTION 1023.5.2 EGRESS COURTS, CONSTRUCTION AND |
| | OPENINGS & 1023.6 ACCESS TO THE PUBLIC WAY. |
| | |
| | |
| | 21) SHEET A2.1 DOOR# 136B ROLL UP DOOR FOR THE TRASH |
| | ROOM, LOCATED FROM THE CENTERLINE OF THE ALLEY LESS |
| | THAN 20?-0? TABLE 602 NON-BEARING EXTERIOR WALLS |
| | REQUIRES 2HR WALLS AND 90 MINUTE OPENING PROTECTIVE?S |
| | PLEASE UP DATE THE DOOR SCHEDULE TABLE 715.3. PROVIDE |
| | MANUFACTURER?S SPECIFICATIONS ON FIRE RATING AND HOW |
| | THIS DOOR WILL AUTOMATICALLY CLOSE 715.3.7. |
| | |
| | 22) SHEET A2.2 ASSEMBLY ROOM OR MEETING ROOM 201, LS |
| | SHEET LS 2 INDICATES 121 OCCUPANTS REQUIRING 2 EXITS AS |
| | PER TABLE 1014.1 THIS AMOUNT OF OCCUPANTS EXCEED THE |
| | ALLOWABLE OCCUPANT LOAD FOR ONE EXIT TABLE 1014.1. LS 2 |
| | ONLY INDICATES ONE EXIT AND A NOTE FOR THE MONUMENTAL |
| | STAIR INDICATING SHAFT NOT REQUIRED AS PER SECTION |
| | 707.2.2. THIS CODE SECTION IS INCORRECT. EITHER YOU ARE |
| | LOOKING AT: |
| | 707. 2 EXCEPTION 2 WHERE A SHAFT ENCLOSURE IS NOT |
| | REQUIRED FOR AN ESCALATOR OR STAIR THAT IS NOT PART OF |
| | MEANS OF EGRESS. |
| | |
| | 707.2 EXCEPTION 2.2 WHERE THE OPENINGS ARE PROTECTED BY |
| | A FIRE SHUTTER AT EVERY FLOOR, NOTE IF THE FIRE SHUTTER |
| | IS CLOSED HOW CAN IT BE PART OF A REQUIRED EGRESS. |
| | |
| | 707.2 EXCEPTION # 7, (7.2) CAN?T BE USED AGAIN BECAUSE |
| | IT IS PART OF A REQUIRED MEANS OF EGRESS. |
| | |
| | 23) SHEET A2.2 DOOR# 201A IS WITHIN A 2HR RATED WALL |
| | BUT THE DOOR SCHEDULE INDICATES THE DOOR TO BE A 20 |
| | MINUTE DOOR. PLEASES REVIEW TABLE 715.3 OPENING |
| | PROTECTIVE?S 2HR WALL REQUIRES A 1 ? OPENING |
| | PROTECTIVE. |
| | |
| | 24) SHEET A2.2/ LS2, DOOR# 201A WHICH LEADS FORM |
| | MEETING ROOM 201 OUT INTO THE PARKING GARAGE BEHIND |
| | PARKED CARS TO REACH THE VERTICAL EXIT ENCLOSURE. |
| | 1013.2 DOES NOT ALLOW TRAVEL EXIT ACCESS THROUGH A |
| | HIGHER HAZARD OCCUPANCY WITHOUT A RATED CORRIDOR TO |
| | TRAVEL IN TO REACH THE VERTICAL EXIT. PLEASE SEE |
| | ATTACHED BOAF INFORMAL INTERPRETATIONS. |
| | |
| | 25) SHEET A2.2 PLEASE REVIEW THIS LEVEL OF GARAGE AND |
| | ALL ABOVE FOR CLASSIFICATION AS TO OPEN OR ENCLOSED |
| | GARAGE. 406.3.3.1. IF CONSIDERED OPEN THE DOOR SCHEDULE |
| | IS MISSING THE WIND DESIGN PRESSURES, ALL ARE |
| | +00.0/-00.0. 1609.6.2.2 COMPONENTS AND CLADDING THIS |
| | COMMENT WILL STAND FOR ALL OPENINGS WITHIN THE OPEN |
| | PARKING GARAGE FOR ALL FLOORS. |
| | |
| | 26) SHEET A2.2 THE ELEVATOR MACHINE ROOM DOOR # 205 |
| | DOES NOT INDICATE ANY FIRE RATING IN THE DOOR SCHEDULE |
| | SHEET A11.01 REVIEW 3006.4 REQUIRING A 2HR RATING. |
| | |
| | 27) SHEET A2.02 NOTE FOR STRUCTURAL DRAWINGS TO PROVIDE |
| | DETAIL FOR ALL BLOCK WALLS TO WITHSTAND IMPACT LOADS, |
| | CRASH WALL STRUCTURAL PLANS HAVE SECTIONS THROUGH FOR 3 |
| | RD AND FOURTH LEVEL BUT NONE FOUND FOR THE SECOND |
| | LEVEL. 1607.7.3. |
| | |
| | 28) SHEET A2.02 STAIR# 2 THE EXTERIOR WALL IS MISSING |
| | THE WALL IDENTIFICATION TYPE AT THE EXTENSION OF |
| | STAIRWELL. 1019.1. |
| | |
| | 29) SHEET A2.02 THE EAST SIDE OF THE OPEN PARKING |
| | GARAGE, THE PLANS DO NOT PROVIDE ANY DIMENSIONS AS TO |
| | THE DISTANCE THE FACE OF THE BUILDING IS LOCATED TO THE |
| | PROPERTY LINE. TABLE 704.8. |
| | |
| | 30) SHEET A2.02 STAIRWELL# 3 WINDOW AA DOES NOT |
| | INDICATE ANY OPENING PROTECTIVE?S ON SHEET A12.01 |
| | WINDOW SCHEDULE. PLEASE REVIEW 1019.1.4. VERTICAL |
| | ENCLOSURE EXTERIOR WALLS. |
| | EXTERIOR WALLS OF A VERTICAL EXIT ENCLOSURE SHALL |
| | COMPLY WITH THE REQUIREMENTS OF SECTION 704 FOR |
| | EXTERIOR WALLS. WHERE NONRATED WALLS OR UNPROTECTED |
| | OPENINGS ENCLOSE THE EXTERIOR OF THE STAIRWAY AND THE |
| | WALLS OR OPENINGS ARE EXPOSED BY OTHER PARTS OF THE |
| | BUILDING AT AN ANGLE OF LESS THAN 180 DEGREES (3.14 |
| | RAD), THE BUILDING EXTERIOR WALLS WITHIN 10 FEET (3048 |
| | MM) HORIZONTALLY OF A NONRATED WALL OR UNPROTECTED |
| | OPENING SHALL BE CONSTRUCTED AS REQUIRED FOR A MINIMUM |
| | 1-HOUR FIRE-RESISTANCE RATING WITH ?-HOUR OPENING |
| | PROTECTIVE?S. THIS CONSTRUCTION SHALL EXTEND VERTICALLY |
| | FROM THE GROUND TO A POINT 10 FEET (3048 MM) ABOVE THE |
| | TOPMOST LANDING OF THE STAIRWAY OR TO THE ROOF LINE, |
| | WHICHEVER IS LOWER. THIS NOTE WILL SERVE FOR ALL |
| | FLOORS. |
| | |
| | 31) SHEET A2.03 DOOR # 23 & 33 BOTH ARE INDICATED AS |
| | INTERIOR DOORS ON THE DOOR SCHEDULE BUT THIS LEVEL OF |
| | THE PARKING GARAGE IS CONSIDERED OPEN? 1609.6.2.2 |
| | PLEASE INDICATE POSITIVE AND NEGATIVE WIND PRESSURES. |
| | THIS STATEMENT WILL BE COMMON TO ALL FLOORS. |
| | |
| | 32) SHEET A2.03 ELEVATOR MACHINE ROOM 304 THIS DOOR ON |
| | THE DOOR SCHEDULE IS INDICATED AS A 20 MINUTE DOOR, |
| | PLEASE REVIEW 3006.4. NOT LESS THAN THE RATING OF THE |
| | HOIST WAY ENCLOSURE. 2 HR HOIST WAY ENCLOSURE REQUIRES |
| | 1 ? HOUR OPENING PROTECTIVE. |
| | |
| | 33) SHEET A2.04 ROOF TOP GARDEN AREA DOES NOT INDICATE |
| | ANY PITCH AS IN A ROOF TOP OR IN PLANTERS, ROOF DRAINS, |
| | SCUPPERS AND OR SECONDARY OR OVERFLOW ROOF DRAINS. NOTE |
| | THE SAME LEVEL AS THE GARAGE FLOOR. PLEASE INDICATE THE |
| | TYPE OF ROOF COVERING TO BE SUPPLIED.1503.1, 1503.4, |
| | 1503.4.2 & 1503.4.3. |
| | |
| | 34) SHEET A2.04 DOOR# 400A IS MISSING THE 18? ON THE |
| | LATCH SIDE OF THE DOOR 11-4.13.6 |
| | MANEUVERING CLEARANCES AT DOORS. |
| | |
| | 35) A2.05 DOOR# 524 THE ELECTRIC CLOSET THE DOORS SWING |
| | ACROSS ONE HALF OF THE REQUIRED EGRESS CORRIDOR WIDTH. |
| | 1008.1.8.8 DURING ITS SWING, ANY DOOR IN A MEANS OF |
| | EGRESS SHALL LEAVE UNOBSTRUCTED AT LEAST ONE HALF OF |
| | THE REQUIRED WIDTH OF AN AISLE, CORRIDOR, PASSAGEWAY, |
| | OR LANDING, NOR PROJECT MORE THAN 7 INCHES (178 MM) |
| | INTO THE REQUIRED WIDTH OF AN AISLE, CORRIDOR, |
| | PASSAGEWAY OR LANDING, WHEN FULLY OPEN. DOORS SHALL NOT |
| | OPEN IMMEDIATELY ONTO A STAIR WITHOUT A LANDING. THE |
| | LANDING SHALL HAVE A WIDTH AT LEAST EQUAL TO THE WIDTH |
| | OF THE DOOR. |
| | |
| | 36) A2.05 STAIR TOWER# 2 THE PLANS INDICATE WOVEN WIRE |
| | SECURITY PARTITION AND DOOR BENEATH SLAB. PLEASE |
| | EXPLAIN DOES THIS DOOR BLOCK THE VERTICAL EXIT? |
| | 1019.1.1. |
| | 1019.1.1 OPENINGS AND PENETRATIONS. |
| | EXIT ENCLOSURE OPENING PROTECTIVE?S SHALL BE IN |
| | ACCORDANCE WITH THE REQUIREMENTS OF SECTION 715. |
| | EXCEPT AS PERMITTED IN SECTION 402.4.6, OPENINGS IN |
| | EXIT ENCLOSURES OTHER THAN UNEXPOSED EXTERIOR OPENINGS |
| | SHALL BE LIMITED TO THOSE NECESSARY FOR EXIT ACCESS TO |
| | THE ENCLOSURE FROM NORMALLY OCCUPIED SPACES AND FOR |
| | EGRESS FROM THE ENCLOSURE. |
| | |
| | 37) 37) A2.05 UNIT M ROOM 525 HAS A VERTICAL CHASE |
| | BUILT INTO ONE CORNER WITH WALL IDENTIFICATION TAG WALL |
| | TYPE 6. THIS WALL DOES NOT HAVE A STC RATING. 1207.2. |
| | |
| | 38) A2.05 THIS FLOOR IS THE FIRST FLOOR ASSEMBLY WHERE |
| | STRUCTURE BORNE SOUND WILL NEED TO BE ADDRESSED. THIS |
| | COMMENT WILL ALSO STAND FOR ALL FLOORS ABOVE. 1207.3 |
| | STRUCTURE-BORNE SOUND. FLOOR/CEILING ASSEMBLIES BETWEEN |
| | DWELLING UNITS OR BETWEEN A DWELLING UNIT AND A PUBLIC |
| | OR SERVICE AREA WITHIN THE STRUCTURE SHALL HAVE AN |
| | IMPACT INSULATION CLASS (IIC) RATING OF NOT LESS THAN |
| | 50 (45 IF FIELD TESTED) WHEN TESTED IN ACCORDANCE WITH |
| | ASTM E 492. |
| | |
| | 39) A2.05 ELEVATOR LOBBY DOOR 514A IS INDICATED AS A 20 |
| | MINUTE DOOR IN THE DOOR SCHEDULE BUT ALSO A TYPE ?K? OR |
| | ALUMINUM DOOR PLEASE PROVIDE MANUFACTURERS SPEC FOR 20 |
| | MINUTE FIRE RATING USING THIS MATERIAL. TABLE 715.3. |
| | |
| | 40) A2.05 ELEVATOR LOBBY DOORS ARE TO BE FIRE RATED |
| | DOORS 707.14.1 ELEVATOR LOBBY .HOW ARE THESE DOORS TO |
| | CLOSE UPON ACTIVATION OF ALARM SYSTEM 715.3.7. |
| | |
| | 41) A2.05 THIS COMMENT WILL STAND FOR ALL FLOORS. DOOR |
| | 513 THAT LEADS TO THE MAIDS ROOM IS LISTED WITHIN THE |
| | DOOR SCHEDULE AS A 20 MINUTE DOOR. THIS WOULD NORMALLY |
| | BE CORRECT BUT IN THIS CASE THE DOOR ALSO ACTS AS THE |
| | LAUNDRY CHUTE ACCESS DOOR THAT SEPARATES THE LAUNDRY |
| | CHUTE ROOM FROM THE CORRIDOR. 707.13.3 REFUSE AND |
| | LAUNDRY CHUTE ACCESS ROOMS. |
| | ACCESS OPENINGS FOR REFUSE AND LAUNDRY CHUTES SHALL BE |
| | LOCATED IN ROOMS OR COMPARTMENTS COMPLETELY ENCLOSED BY |
| | CONSTRUCTION THAT HAS A FIRE-RESISTANCE RATING OF NOT |
| | LESS THAN 1 HOUR AND OPENINGS INTO THE ACCESS ROOMS |
| | SHALL BE PROTECTED BY OPENING PROTECTIVE?S HAVING A |
| | FIRE PROTECTION RATING OF NOT LESS THAN ? HOUR AND |
| | SHALL BE SELF-CLOSING OR AUTOMATIC-CLOSING UPON THE |
| | DETECTION OF SMOKE. |
| | |
| | 42) SHEET A2.05 UNIT 501 THERE IS A WINDOW THAT IS NOT |
| | IDENTIFIED AND EXERCISE ROOM WINDOW DOES NOT HAVE A |
| | WINDOW IDENTIFICATION TAG. 106.1.2 ADDITIONAL |
| | INFORMATION REQUIRED. |
| | |
| | 43) SHEET A2.05 EXERCISE ROOM WINDOW SINCE THE WINDOW |
| | SCHEDULE DOES NOT INDICATE ROOM WITH WINDOW TYPE THE |
| | DESCRIPTION OF THIS WINDOW IS BLOCKED ON THE |
| | ELEVATIONS, MAY BE A HAZARDOUS LOCATION PROVIDE |
| | ADDITIONAL INFORMATION. 106.1.2, 2406.3 HAZARDOUS |
| | LOCATION. |
| | |
| | |
| | 44) PLEASE PROVIDE ELEVATIONS FOR THE POOL DECK WITH |
| | SLOPES, VARIOUS AREAS INDICATE SLOPED DECKS BUT THE |
| | TRUE ELEVATION ARE NOT PROVIDED SLOPES OF THE WET DECKS |
| | (424.1.3.1.2) . ALSO NOTE WHAT IS GOING TO BE THE |
| | COATING ON THE DECK MAKING IT WATERTIGHT. PLANS WILL |
| | NEED TO INDICATE DECK DRAINS AS WELL AS DRAINS FOR |
| | PLANTERS, NOTE ? OF THE VERTICAL CONTRIBUTION (WALL |
| | AREA) WILL NEED TO BE FIGURED INTO THE POOL DECK |
| | DRAINAGE CALCULATIONS. |
| | |
| | 45) SHEET A2.05 ALSO INDICATES A SLEEVE FOR A ADA |
| | COMPLIANT LIFT. IF THE LIFT IS PROVIDED THEN PROVIDE |
| | MANUFACTURERS SPEC ON LIFT AND SLEEVE. 424.1.2.5.6- NOT |
| | A REQUIREMENT. |
| | |
| | 46) SHEET A2.05 GLASS WALL WILL NEED TO BE FIGURED AS A |
| | GUARD RAIL SYSTEM MEETING THE REQUIREMENTS OF 2407 |
| | .1-3. |
| | |
| | 47) THIS COMMENT WILL STAND FOR ALL FLOORS. BETWEEN |
| | UNITS 509 & 510 THERE ARE DOUBLE DOORS PLEASE PROVIDE |
| | THE STC RATING FOR THESE DOORS .1207.2. |
| | |
| | 48) SHEET A2.08 THE ROOF TOP DOOR IS MISSING TAG FOR |
| | IDENTIFICATION, 106.1.2 ADDITIONAL INFORMATION |
| | REQUIRED. |
| | |
| | 49) SHEET A2.08 GRID LINE C AND 11 THERE APPEARS TO BE |
| | A ROOF TOP HATCH, THE PENTHOUSE FLOOR PLAN DOES NOT |
| | INDICATE ANY SUCH HATCH? |
| | |
| | 50) SHEET A2.08 ROOF TOP NOTES INDICATE THE USE OF NOA |
| | 07-0517.02 SYSTEM TYPE ?F? |
| | FULLY ADHERED MEMBRANE. THIS SUB-SYSTEM AT THE HEADING |
| | OF THE PAGE INDICATES THIS IS FOR A NON-INSULATED |
| | LIGHTWEIGHT ROOFING APPLICATION, NOT THE ROOF SYSTEM |
| | R-VALUE PROVIDED ON THE PLAN OF R-11.37. NOTE THIS R |
| | VALUE WILL NEED TO MATCH ON THE INPUT DATA SHEET OF THE |
| | ENERGY CALCULATIONS. CHAPTER 13-404 ROOFS/ CEILINGS. |
| | PLEASE ALSO PROVIDE A INSULATION LAYOUT SHEET SHOWING |
| | THE MINIMUM OF R-11.37 AT THE ROOF DRAINS. |
| | 13-404.1ABCD.1, SEE BOAF INFORMAL INTERPRETATIONS. |
| | SHEET A6.01 DETAIL A14. |
| | |
| | 51) SHEET A2.08/ M11 BOTH INDICATE THE USE OF A/C |
| | STANDS, PLEASE SEE TABLE 15.22.3 FOR MINIMUM LEG HEIGHT |
| | OF STANDS. NOTE TAKE INTO ACCOUNT THE DEPTH OF |
| | INSULATION REQUIRED IT WILL TAKE TO CREATE THE ROOF |
| | SLOPE REQUIRED. |
| | |
| | 52) 1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE |
| | DEBRIS REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE |
| | PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS |
| | SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF |
| | GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE |
| | ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH |
| | AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS |
| | OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE |
| | TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1. |
| | GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE |
| | SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST. |
| | 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1 M) |
| | ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL |
| | MISSILE TEST. |
| | |
| | |
| | FL BLD CODE 1609.6.2.2/ RULE 9B-72 COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES, |
| | 3 IF THRESHOLD OR RESIDENT INSPECTOR OF PRODUCT TESTING |
| | REPORTS, MISSING REPORTS ARE AS FOLLOWS: |
| | 52A) FIXED |
| | 52B) STOREFRONT |
| | 52C) CURTAIN-WALL |
| | 52D) MULLIONS VERTICAL/ HORIZONTAL |
| | 52E) GLAZED EXTERIOR DOORS |
| | 52F) INSULATED EXTERIOR DOORS SWING, SINGLE & PAIRS |
| | 52G) OVERHEAD OR COIL DOORS |
| | 52H) EXTERIOR LOUVER DOORS |
| | 52I WALL LOUVERS |
| | 52J) EFIS SYSTEMS |
| | 52K) ROOFING PRODUCTS, INCLUDING WATERPROOFING |
| | 52L) PRE-ENGINEERED A/C STANDS |
| | |
| | 53) PRODUCT APPROVALS SUBMITTED WITH PERMIT APPLICATION |
| | AFTER OCTOBER 1, 2003 ARE REQUIRED TO COMPLY WITH THE |
| | FLORIDA PRODUCT APPROVAL SYSTEM. FOR INFORMATION PLEASE |
| | SEE THE STATE WEBSITE AT WWW.FLORIDABUILDING.ORG. |
| | PRODUCTS WITH STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS THE PRODUCT |
| | IDENTITY NUMBER FROM THE STATE. IF THE PRODUCT DOES NOT |
| | HAVE STATEWIDE APPROVAL, SUBMIT AN APPLICATION FOR |
| | LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE |
| | 9B-72. SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 54) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE |
| | PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | |
| | 55) WIND PRESSURES FOUND ON SHEET S8.00 FOR WALL DESIGN |
| | ARE DESIGNED TO ASCE 7-02 FOR |
| | BUILDINGS LESS THAN OR EQUAL TO SIXTY FEET, THE TEXT |
| | SHOULD READ GREATER THAN OR EQUAL TO SIXTY FEET. |
| | MISPRINT. |
| | |
| | 56) SHEET A4.01 INDICATES THE FLOOR BETWEEN GARAGE AND |
| | RESIDENCE TO BE SPRAY ON INSULATION TYPE PLEASE PROVIDE |
| | MANUFACTURERS SPEC FOR THIS INSULATION OPEN TO THE |
| | ELEMENT OF WIND. 13-405.1.A.B.1. |
| | |
| | 57) SHEET A4.07 POOL COLLECTOR TANK PENETRATES THE |
| | FLOOR SLAB LETTING THE 5TH FLOOR AND FOURTH FLOOR |
| | COMMUNICATE TOGETHER. HOW IS A FIRE RATING TO BE |
| | MAINTAINED AT THE 5TH FLOOR ASSEMBLY, THE DOOR LEADING |
| | TO THE POOL EQUIPMENT (402) ALSO DOES NOT SHOW AS A |
| | RATED DOOR ON THE DOOR SCHEDULE. PLEASE PROVIDE MORE |
| | INFORMATION AS WHAT TYPE OF CHEMICALS WILL BE STORED IN |
| | THE POOL EQUIPMENT ROOM AND QUANTITIES. SECTION 707.2 |
| | EXCEPTIONS, |
| | 715.3 OPENING PROTECTIVE?S & TABLE 307.7(2). |
| | |
| | 58) SHEET A8.01 INDICATES VARIOUS MASONRY WALLS WITH A |
| | 2 HR FIRE RATING, PLEASE PROVIDE THE MINIMUM EQUIVALENT |
| | THICKNESS OF THE BLOCK FOR BEARING AND NON BEARING |
| | WALLS TABLE 721.3.2.THIS REPORT SHOULD BE PREPARED BY |
| | THE BLOCK MANUFACTURER. |
| | |
| | 59) PLEASE PROVIDE DETAILS FOR PENETRATIONS OF FIRE |
| | RATED WALLS (712.3.1) AND PENETRATIONS THROUGH |
| | HORIZONTAL ASSEMBLIES (712.4.1). |
| | |
| | 60) SHEET A9.01 PLEASE PROVIDE WHICH OF THE ELEVATORS |
| | MEETS THE SIZE REQUIREMENTS TO ACCOMMODATE A AMBULANCE |
| | STRETCHER, SECTION 3002.4. 24?X76? PLEASE PROVIDE A |
| | DEPICTION WITHIN THE CAB. |
| | |
| | 61) SECTION 3002.8 EACH ENCLOSED ELEVATOR LOBBY AND |
| | EACH ELEVATOR MACHINE ROOM SHALL BE PROVIDED WITH AN |
| | APPROVED SMOKE DETECTOR OR OTHER AUTOMATIC FIRE ALARM |
| | INITIATING DEVICE WHERE ALLOWED BY NFPA 72 LOCATED IN |
| | THE LOBBY CEILING IN ACCORDANCE WITH |
| | NFPA 72. SMOKE DETECTORS SHALL BE INSTALLED IN HOIST |
| | WAYS WHICH ARE SPRINKLED, AND SHALL NOT BE INSTALLED IN |
| | UNSPRINKLED ELEVATOR HOIST WAYS UNLESS THEY ARE |
| | INSTALLED TO ACTIVATE THE HOIST WAY SMOKE RELIEF |
| | EQUIPMENT. WHEN THE SMOKE DETECTOR IS ACTIVATED, ALL |
| | AFFECTED ELEVATORS SHALL OPERATE IN CONFORMANCE WITH |
| | NFPA 72, SECTION 6.15.3. FIRE ALARM INITIATING DEVICES |
| | ARE NOT REQUIRED FOR ELEVATOR RECALL AT UNENCLOSED |
| | LOBBIES. E- 10 MISSING SMOKE DETECTOR IN ELEVATOR |
| | MACHINE ROOM, E-11 MISSING SMOKE DETECTOR IN ELEVATOR |
| | MACHINE ROOM AND E 13-E15 DO NOT SHOW SMOKE DETECTORS |
| | IN THE ELEVATOR LOBBY?S. |
| | |
| | 62) SHEET E13-E15 ALSO DO NOT INDICATE HOW THE ELEVATOR |
| | LOBBY DOORS WILL AUTOMATICALLY CLOSE UPON THE |
| | ACTIVATION OF ALARM SYSTEM, NOR DID THE DOOR SCHEDULE |
| | A11.01. REQUIRED OPENING PROTECTION 707.14.1/ 715.3. |
| | |
| | 63) A9.02 NOR FP1-FP8 LAUNDRY CHUTE DETAILS DOES NOT |
| | PROVIDE INFORMATION AS TO THE REQUIRED FIRE SPRINKLER |
| | REQUIRED WITHIN THE LAUNDRY SHAFT, 707.13.6. |
| | |
| | 64) PROVISO: PROVIDE SHOP DRAWINGS FOR LAUNDRY CHUTE TO |
| | BE REVIEWED BY DESIGN TEAM BEFORE SUBMITTAL TO BUILDING |
| | DEPARTMENT. FL 61G1-23.015 (2) THE ARCHITECT IS |
| | RESPONSIBLE FOR SUPERVISING AND REVIEWING ALL PROJECT |
| | DATA, REPORTS, SHOP DRAWINGS ETC... |
| | |
| | 65) SHEET A10.01 DETAIL A14 AND A10.02 DETAIL A10, |
| | INDICATES THE SECURITY GATE WITHIN THE CONFINES OF THE |
| | VERTICAL STAIR ENCLOSURE, EXIT ENCLOSURES SHALL NOT BE |
| | USED FOR ANY PURPOSE OTHER THAN MEANS OF EGRESS 1019.1. |
| | BOTH THE BUILDING AND FIRE REVIEWER WILL NEED TO REVIEW |
| | IF THIS WILL BE ALLOWED. THE CITIES INTERPRETATION HAS |
| | BEEN NOT TO ALLOW EVEN SECURITY CAMERAS WITHIN A |
| | VERTICAL EXIT. SUPPLY INFORMATION ON THE LOCKING |
| | MECHANISM, AUTOMATIC CLOSING DEVICE AND HOW BOTH WOULD |
| | BE FAIL SAFE UPON THE ACTIVATION OF THE ALARM SYSTEM. |
| | WHAT WOULD TRIGGER THE ACTIVATION OF THIS SYSTEM, |
| | SPRINKLERS, SMOKE ALARM ? |
| | |
| | 66) BOTH A10.01 AND A10.02 FAIL TO INDICATE COMPLIANCE |
| | WITH 403.13 STAIRWELL PRESSURIZATION REQUIREMENTS FOR |
| | HIGH-RISE BUILDINGS EITHER THROUGH PASSIVE OR |
| | MECHANICAL SYSTEMS, THE MECHANICAL PLANS DO INDICATE |
| | THE CHASE AND FAN MOTORS FOR MECHANICAL PRESSURIZATION. |
| | PLEASE MAKE NOTATION WHERE COMPLIANCE CAN BE FOUND. |
| | |
| | 67) PLEASE PROVIDE ADDITIONAL INFORMATION TO THE DOOR |
| | SCHEDULE OR DOORS INTO THE ENCLOSURE COMPLYING WITH |
| | 403.12STAIRWAY DOOR OPERATION. SINCE COMMENT 65 ABOUT |
| | THE SECURITY GATE WITHIN THE STAIRWELL WILL MOST LIKELY |
| | NOT BE APPROVED. IF THE STAIRWELL DOORS WILL BE LOCKED |
| | FROM THE STAIRWELL SIDE THEY SHALL BE CAPABLE OF BEING |
| | UNLOCKED SIMULTANEOUSLY WITHOUT UNLATCHING UPON SIGNAL |
| | FROM THE FIRE COMMAND CENTER. |
| | |
| | 68) SHOW COMPLIANCE WITH 403.12.1 STAIRWAY |
| | COMMUNICATION SYSTEMS 403.12.1FOR BOTH STAIR TOWERS. |
| | |
| | 69) PLEASE PROVIDE COMPLIANCE WITH 403.15SMOKE CONTROL |
| | SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 909 SMOKE |
| | CONTROL SYSTEMS REQUIREMENTS FOR HIGH RISE BUILDINGS. |
| | THE MECHANICAL PLANS DO NOT INDICATE HOW THIS WILL BE |
| | ACCOMPLISHED. |
| | |
| | 70) SHEET A10.03 GLASS HANDRAILS AND GUARDS, PLEASE |
| | SHOW COMPLIANCE WITH : |
| | 2407.1 MATERIALS. |
| | GLASS USED AS STRUCTURAL BALUSTRADE PANELS IN RAILINGS |
| | SHALL BE CONSTRUCTED OF EITHER SINGLE FULLY TEMPERED |
| | GLASS, LAMINATED FULLY TEMPERED GLASS OR LAMINATED |
| | HEAT-STRENGTHENED GLASS. GLAZING IN RAILING IN-FILL |
| | PANELS SHALL BE OF AN APPROVED SAFETY GLAZING MATERIAL |
| | THAT CONFORMS TO THE PROVISIONS OF SECTION 2406.1.1. |
| | FOR ALL GLAZING TYPES, THE MINIMUM NOMINAL THICKNESS |
| | SHALL BE ? INCH (6.4 MM). FULLY TEMPERED GLASS AND |
| | LAMINATED GLASS SHALL COMPLY WITH CATEGORY II OF CPSC |
| | 16 CFR 1201, LISTED IN CHAPTER 35. |
| | 2407.1.1 LOADS. |
| | THE PANELS AND THEIR SUPPORT SYSTEM SHALL BE DESIGNED |
| | TO WITHSTAND THE LOADS SPECIFIED IN SECTION 1607.7. A |
| | SAFETY FACTOR OF FOUR SHALL BE USED. |
| | 607.7.1 HANDRAILS AND GUARDS. |
| | HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO |
| | RESIST A LOAD OF 50 PLF (0.73 KN/M) APPLIED IN ANY |
| | DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH |
| | THE SUPPORTS TO THE STRUCTURE. |
| | EXCEPTIONS: |
| | 1. FOR ONE- AND TWO-FAMILY DWELLINGS, ONLY THE SINGLE, |
| | CONCENTRATED LOAD REQUIRED BY SECTION 1607.7.1.1 SHALL |
| | BE APPLIED. |
| | 2. IN GROUP I-3, F, H AND S OCCUPANCIES, FOR AREAS THAT |
| | ARE NOT ACCESSIBLE TO THE GENERAL PUBLIC AND THAT HAVE |
| | AN OCCUPANT LOAD NO GREATER THAN 50, THE MINIMUM LOAD |
| | SHALL BE 20 POUNDS PER FOOT (0.29 KN/M). |
| | 1607.7.1.1 CONCENTRATED LOAD. |
| | HANDRAIL ASSEMBLIES AND GUARDS SHALL BE ABLE TO RESIST |
| | A SINGLE CONCENTRATED LOAD OF 200 POUNDS (0.89 KN), |
| | APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, |
| | AND HAVE ATTACHMENT DEVICES AND SUPPORTING STRUCTURE TO |
| | TRANSFER THIS LOADING TO APPROPRIATE STRUCTURAL |
| | ELEMENTS OF THE BUILDING. THIS LOAD NEED NOT BE ASSUMED |
| | TO ACT CONCURRENTLY WITH THE LOADS SPECIFIED IN THE |
| | PRECEDING PARAGRAPH. |
| | 1607.7.1.2 COMPONENTS. |
| | INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL), |
| | BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO |
| | WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 |
| | POUNDS (0.22 KN) ON AN AREA EQUAL TO 1 SQUARE FOOT |
| | (0.093M2), INCLUDING OPENINGS AND SPACE BETWEEN RAILS. |
| | REACTIONS DUE TO THIS LOADING ARE NOT REQUIRED TO BE |
| | SUPERIMPOSED WITH THOSE OF SECTION 1607.7.1 OR |
| | 1607.7.1.1. |
| | 1607.7.1.3 STRESS INCREASE. |
| | WHERE HANDRAILS AND GUARDS ARE DESIGNED IN ACCORDANCE |
| | WITH THE PROVISIONS FOR ALLOWABLE STRESS DESIGN |
| | (WORKING STRESS DESIGN) EXCLUSIVELY FOR THE LOADS |
| | SPECIFIED IN SECTION 1607.7.1, THE ALLOWABLE STRESS FOR |
| | THE MEMBERS AND THEIR ATTACHMENTS ARE PERMITTED TO BE |
| | INCREASED BY ONE-THIRD. |
| | |
| | 2407.1.2 SUPPORT. |
| | EACH HANDRAIL OR GUARD SECTION SHALL BE SUPPORTED BY A |
| | MINIMUM OF THREE GLASS BALUSTERS OR SHALL BE OTHERWISE |
| | SUPPORTED TO REMAIN IN PLACE SHOULD ONE BALUSTER PANEL |
| | FAIL. GLASS BALUSTERS SHALL NOT BE INSTALLED WITHOUT AN |
| | ATTACHED HANDRAIL OR GUARD. |
| | |
| | 71)SHEET A11.01 DOOR SCHEDULE IS NOT COMPLETE, REMARKS |
| | ARE FOR THE MOST PART OPEN, NO MENTION OF DOOR |
| | HARDWARE, LOCKS LEVERS, PANIC HARDWARE, HINGES, |
| | ELECTRONIC LOCKS AND CLOSERS. SECTION 1008. |
| | |
| | 72) SHEET A12.01 WINDOW SCHEDULE IS NOT COMPLETE. THE |
| | WINDOW SCHEDULE NOR PLANS HAVE INDICATED FOR THIS |
| | PROJECT IF FROM GRADE TO 30?-0? IF LARGE MISSILE WILL |
| | BE INSTALLED FROM 30?-60? SMALL MISSILE AND ABOVE 60? |
| | RATED ONLY FOR WIND. IF THE PROJECT DOES ELECT TO |
| | INSTALL WINDOWS AS SUCH PLEASE PROVIDE A DIAGRAM AND |
| | ALSO INCLUDE THE INTERIOR ZONE AND END ZONES. THE |
| | THRESHOLD INSPECTOR WILL NEED SUCH A DOCUMENT TO KEEP |
| | THE WINDOW PLACEMENT CORRECT, PLEASE ALSO PROVIDE THE |
| | WINDOW, REPORT NUMBER (FL OR NOA) AND ASSOCIATED |
| | PRESSURES ON THE SAME DOCUMENT. 1609.6.2.2. |
| | |
| | |
| | 73) THIS COMMENT WILL STAND FOR ALL 14.00 SERIES PLANS. |
| | IN MOST CASES THE SUITE ENTRY DOORS ARE RECESSED IN THE |
| | CORRIDORS. SINCE THESE DOORS ARE 20 MINUTE RATED THEY |
| | DO ALSO REQUIRE CLOSERS AND LATCHES. 11-4.13.6 DOES |
| | REQUIRE A 12 INCH CLEARANCE ON THE CORRIDOR LATCH SIDE |
| | OF THE DOOR, IN MANY CASES THE PLANS ARE SHORT OF THE |
| | ONE FOOT REQUIREMENT. |
| | |
| | 74) A12.01 WINDOW (N) IS A CURTAIN WALL SYSTEM PLEASE |
| | PROVIDE A LISTED FLOOR ASSEMBLY FOR THIS SYSTEM. |
| | 04.13.1 VOIDS. |
| | THE VOID CREATED AT THE INTERSECTION OF A FLOOR/CEILING |
| | ASSEMBLY AND AN EXTERIOR CURTAIN WALL ASSEMBLY SHALL BE |
| | PROTECTED IN ACCORDANCE WITH SECTION 713.4. |
| | |
| | 713.4 EXTERIOR CURTAIN WALL/FLOOR INTERSECTION. |
| | WHERE FIRE- RESISTANCE-RATED FLOOR OR FLOOR/CEILING |
| | ASSEMBLIES ARE REQUIRED, VOIDS CREATED AT THE |
| | INTERSECTION OF THE EXTERIOR CURTAIN WALL ASSEMBLIES |
| | AND SUCH FLOOR ASSEMBLIES SHALL BE SEALED WITH AN |
| | APPROVED MATERIAL OR SYSTEM TO PREVENT THE INTERIOR |
| | VERTICAL SPREAD OF FIRE. SUCH MATERIAL OR SYSTEMS SHALL |
| | BE SECURELY INSTALLED AND CAPABLE OF PREVENTING THE |
| | PASSAGE OF FLAME AND HOT GASES SUFFICIENT TO IGNITE |
| | COTTON WASTE WHERE SUBJECTED TO ASTM E 119 |
| | TIME-TEMPERATURE FIRE CONDITIONS UNDER A MINIMUM |
| | POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH OF WATER |
| | (2.49 PA) FOR THE TIME PERIOD AT LEAST EQUAL TO THE |
| | FIRE-RESISTANCE RATING OF THE FLOOR ASSEMBLY. HEIGHT |
| | AND FIRE-RESISTANCE REQUIREMENTS FOR CURTAIN WALL |
| | SPANDRELS SHALL COMPLY WITH SECTION 704.9. |
| | |
| | 75) LOUVERS NEW TO THE 2004 FBC- 2007 |
| | SUPPLEMENTS1609.1.4(5) LOUVERS PROTECTING INTAKE AND |
| | EXHAUST VENTILATION DUCTS NOT ASSUMED TO BE OPEN THAT |
| | ARE LOCATED WITHIN 30 FEET (9144 MM) OF GRADE SHALL |
| | MEET REQUIREMENTS OF THE LARGE MISSILE TEST. |
| | IMPACT-RESISTANT COVERINGS SHALL BE TESTED AT 1.5 TIMES |
| | THE DESIGN PRESSURE (POSITIVE OR NEGATIVE) EXPRESSED IN |
| | POUNDS PER SQUARE FEET AS DETERMINED BY THE FLORIDA |
| | BUILDING CODE, BUILDING SECTION 1609 FOR WHICH THE |
| | SPECIMEN IS TO BE TESTED. |
| | |
| | 76) A12.01 THERE ARE MANY VARIOUS WINDOW WITHIN THE |
| | WINDOW SCHEDULE THAT QUALIFY AS A |
| | HAZARDOUS LOCATION 2406.3(7). PLEASE INDICATE AS SUCH |
| | IN WINDOW SCHEDULE REMARKS. |
| | |
| | 77) SHEET A14.6 ACCESSIBLE UNIT THE PLAN INDICATES AT |
| | THE KITCHENETTE ? ON WALL BEYOND-NO BASE CABINET AT |
| | SINK?, YET THE PLAN CLEARLY INDICATES SWING DOORS ON |
| | THE SINK BASE UNIT. PLEASE CLARIFY. |
| | 11-4.24.5 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE AT |
| | LEAST 30 INCHES BY 48 INCHES (760 MM BY 1219 MM) |
| | COMPLYING WITH SECTION 11-4.2.4 SHALL BE PROVIDED IN |
| | FRONT OF A SINK TO ALLOW FORWARD APPROACH. THE CLEAR |
| | FLOOR SPACE SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL |
| | EXTEND A MAXIMUM OF 19 INCHES (485 MM) UNDERNEATH THE |
| | SINK. THIS NOTE WILL STAND FOR ALL ACCESSIBLE UNITS. |
| | |
| | 78) SHEET A14.01 ENTRY DOOR# 1. ALTHOUGH THIS UNIT IS |
| | NOT AN ACCESSIBLE UNIT THE CODE DOES NOT DISCERN OR |
| | MAKE ACCEPTATIONS TO 11-4.13.6 MANEUVERING CLEARANCES |
| | AT DOORS . |
| | THIS DOOR REQUIRES A DOOR CLOSURE AND LATCH THUS |
| | REQUIRING THE 1?-0? CLEAR ON THE CORRIDOR SIDE OF THE |
| | DOOR. TWO ISSUES, AGAIN THE DOOR SCHEDULE DOES NOT |
| | INDICATE THE HARDWARE REQUIRED FOR THIS DOOR. |
| | |
| | THE SECOND ISSUE IS ONE THAT CAN BE ARGUED, WE HAVE |
| | ACCESSIBLE ROOM MAKING AN EXEMPTION TO THE OTHER GUEST |
| | ROOMS. NO WHERE IN 11-4.13.6 DOES IT INDICATE |
| | EXCEPTIONS. IF A DISABLED PERSON RENTS TWO ROOM NOT |
| | ADJOINING AND WANTS TO CHECK ON THEIR CHILDREN IN |
| | ANOTHER ROOM THAT IS NOT ACCESSIBLE THEY WOULD BE |
| | UNABLE TO DO SUCH BECAUSE OF THE LIMITATION. NEIL |
| | MELICK OUR FORMER BUILDING OFFICIAL HAS SAT ON THE |
| | GOVERNORS? TAC BOARD FOR THE DISABLED AND NOW SITS ON |
| | THE FED BOARD, HE WILL BE CHECKING IN ON THIS SITUATION |
| | AND PROVIDE FURTHER INSIGHT. THIS COMMENT WILL STAND |
| | FOR ALL FLOORS. |
| | |
| | 79) SHEET A2.01. ANOTHER ACCESSIBLE ISSUE WILL BE THE |
| | SERVING AND DINING AREA FIRST FLOOR THE BUFFET AND |
| | BREAKFAST AREAS, PLEASE SHOW COMPLIANCE WITH: SECTIONS |
| | 11-5.1. 5% OF DINING AREAS, INCLUDING THE OUTSIDE |
| | DINING AREA AND 11-5.2 COUNTERS AND BARS (BUFFET AREA). |
| | |
| | 80) SHEET A2.01. THE PASSENGER LOADING ZONE, PLEASE |
| | PROVIDE THE VERTICAL CLEARANCE IN THIS AREA AS WELL AS |
| | THE HEIGHT ALONG THE VEHICLE ROUTE. 11-4.6.5 VERTICAL |
| | CLEARANCE. PROVIDE MINIMUM VERTICAL CLEARANCE OF 114 |
| | INCHES (2895 MM) AT ACCESSIBLE PASSENGER LOADING ZONES |
| | AND ALONG AT LEAST ONE VEHICLE ACCESS ROUTE TO SUCH |
| | AREAS FROM SITE ENTRANCE(S) AND EXIT(S). AT PARKING |
| | SPACES COMPLYING WITH SECTION 11-4.1.2(5)(B), PROVIDE |
| | MINIMUM VERTICAL CLEARANCE OF 98 INCHES (2490 MM) AT |
| | THE PARKING SPACE AND ALONG AT LEAST ONE VEHICLE ACCESS |
| | ROUTE TO SUCH SPACES FROM SITE ENTRANCE(S) AND EXIT(S). |
| | |
| | 81) SHEET A15.01 THE REFLECTED CEILING PLAN INDICATES |
| | DROP CEILINGS IN THE COMPUTER ALCOVE AND LOBBY AREA BUT |
| | THE SECTION ON A4.03 DOES NOT PROVIDE DETAIL AS TO HOW |
| | THE GYPSUM WALL BOARD IS TO BE INSTALLED AT THE VARIOUS |
| | HEIGHTS, 106.1.2 ADDITIONAL INFORMATION REQUIRED, AND |
| | SECTION 2508.1 & TABLE 2508.1/ GYPSUM WALLBOARD. |
| | |
| | 82) A15.01 LIGHTING NICHE THAT LEADS TO THE ELEVATORS |
| | SHEET A4.02 INDICATES VARIOUS CEILING HEIGHTS, SOFFITS, |
| | ETC BUT AGAIN THERE IS NO SECTION OR DETAIL MARKERS |
| | PROVIDING HOW THE FINISH GYPSUM WALL BOARD CEILINGS ARE |
| | TO BE INSTALLED THERE ARE NO DETAILS FOR THIS TYPE OF |
| | APPLICATIONS, SECTION 2508.1 & TABLE 2508.1 / GYPSUM |
| | WALLBOARD. THIS COMMENT WILL STAND FOR ALL FLOORS. |
| | |
| | 83) A15.01 NOTE# 8 INDICATES FOR FINISH INFORMATION WE |
| | ARE TO REFER TO THE I. D. SET, NO FINISHES HAVE BEEN |
| | PROVIDED FOR THIS PLAN REVIEW. |
| | |
| | 83A) PLEASE PROVIDE COMPLIANCE WITH 803.1AND TABLE |
| | 803.5. |
| | |
| | 83B) SINCE THERE ARE NO DETAILS OF SOFFITS NOR WALL |
| | FINISH DETAILS PLEASE REVIEW THE NEW DETAILS FOR |
| | 803.4.2 SET OUT CONSTRUCTION. |
| | |
| | 83C) IF THERE IS TO BE TEXTILE WALL COVERINGS COMPLY |
| | WITH 803.6.1. |
| | |
| | 84) 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. |
| | |
| | A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | |
| | 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. |
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