| Date |
Text |
| 2005-06-23 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 05050638 |
| | ADD: BETHESDA TERRACE |
| | CONT: FIRST BUILDING |
| | TEL: (561)756-2609 |
| | |
| | 333 ON THE PARK BARCELONA SQUARE II |
| | |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | *****PLEASE NOTE******* |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY |
| | PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| | LISTING THE ORIGINAL REVIEW COMMENT NUM- |
| | BER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| | TION PAGE WHERE THE CHANGES CAN BE FOUND |
| | WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| | YOU FOR YOUR ANTICIPATED COOPERATION. |
| | ***************** |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2) PROVIDE 3 CURRENT COPIES OF SIGNED & |
| | SEALED SURVEYS WITH PROPOSED IMPROVEMENT |
| | TO BE COMPLETED. A UNITYOF TITLE MAY |
| | BE REQUIRED, OR A REPLAT DEPENDING ON |
| | THE NUMBER OF LOTS BEING COMBINED. IT |
| | APPEARS THE BUILDING IS CROSSING LOT |
| | LINES TABLE 600 VIOLATION. |
| | |
| | 3) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | WHERE THE BEARING CAPACITY OF THE SOIL |
| | IS NOT DEFINITLY KNOWN OR IS IN QUESTION |
| | THE BUILDING OFFICIAL MAY REQUIRE EXPLOR |
| | ATIONS, TEST OR OTHER ADEQUATE PROOF AS |
| | TO THE PERMISSIBLE SAFE BEARING |
| | CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| | TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| | CITY SHALL BE CERTIFIED BY A GEOTECH- |
| | NICALREPORT FROM A DESIGN PROFESSIONAL |
| | PROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. |
| | |
| | NOTE: RECEIVED SPECIAL INSPECTOR |
| | AGREEMENT. |
| | |
| | 4) 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 OCCUPAN |
| | CY CLASSIFICATION AS DEINED IN THE |
| | FLORIDA BUILDING CODE WHICH EXCEEDS |
| | 5,000 SQ FT IN AREA AND AN OCCUPANT |
| | CONTENT OF GREATER THAN 500 PERSONS. |
| | 105.13.1 THE ENFORCING AGENCY SHALL |
| | REQUIRE A SPECIAL INSPECTOR TO PERFORM |
| | SRUCTURAL INSPECTIONS ON A THRESHOLD |
| | BUILDING PURSUANT TO A STRUCTURAL INSPEC |
| | TION PLAN PREPARED BY THE ENGINEER OF |
| | RECORD. THE STRUCTURAL INSPECTION PLAN |
| | MUST BE SUBMITTED TO THE ENFORCING AGEN- |
| | CY PRIOR TO THE ISSUANCE OF A BUILDING |
| | PERMIT FOR THE CONSTRUCTION OF A THRESH- |
| | OLD BUILDING. THE PURPOSE OF THE SRUCTUR |
| | AL INSPECTION PLAN IS TO PROVIDE SPECIF- |
| | IC INSPECTION PROCEDURES AND SCHEDULES |
| | SO THAT THE BUILDING CAN BE ADEQUATELY |
| | INSPECTED FOR COMPLIANCE WITH THE |
| | PERMITTED DOCUMENTS. |
| | |
| | 5) W.P.B. AMENDMENT 105.13.4.4 ALL PLANS |
| | FOR THE BUILDING WHICH ARE REQUIRED TO |
| | BE SIGNED AND SEALED BY THE ARCHITECT OR |
| | ENGINEER OF RECORD CON- TAIN 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. |
| | |
| | 6) THRESHOLD INSPECTOR- HAROLD PISKURA, |
| | MANAGER OF THE SPECIAL INSPECTOR PROGRAM |
| | HAS CONCERNS WITH THE SPECIAL INSPECTOR |
| | AGREEMENT SUBMITTED SINCE EACH OF THE |
| | INSPECTORS SUBMITTED ARE ALREADY |
| | ASSIGNED TO A PROJECT, CONTACT HAROLD AT |
| | |
| | (561)805-6711. |
| | |
| | 7) FL BLD CODE 104.2.1.2* |
| | ADDITIONAL INFORMATION REQUIRED FOR |
| | RECORDING PURPOSES: |
| | CONSTRUCTION TYPE/ SPRINK OR NON |
| | MEAN ROOF HEIGHT |
| | NUMBER OF UNITS |
| | NUMBER OF FLOORS |
| | BEDROOMS |
| | ROOMS |
| | BATHROOMS |
| | LIVIBLE SQ FT |
| | A) BY FLOOR |
| | B) TOTAL |
| | FOOTPRINT SQ FT |
| | UNDER ROOF SQ FT TOTAL |
| | FLOOD ZONE TYPE |
| | LOWEST FLOOR ELEVATION |
| | |
| | 8) MISSING BOTH FROM THE ARCH/ STRUC |
| | PLANS, THE DESIGN PROFESSIONAL ARE |
| | MISSING WIND DESIGN PARAMETERS: |
| | FL. BLD CODE 1606.1.7 THE FOLLOWING |
| | INFORMATION RELATED TO WIND SHALL BE |
| | SHOWN ON THE CONSTRUCTION DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 9) INDICATE WIND DESIGN METHOD: |
| | 1606.1.1 DETERMINATION OF WIND FORCES. |
| | WIND FORCES ON EVERY BUILDING OR |
| | STRUCTURE SHALL BE DETERMINED BY THE |
| | PROVISIONS OF CHAPTER 6 OF ASCE 7. |
| | ASCE 7-98. |
| | |
| | 10A) 104.2.1.3*THE BUILDING OFFICIAL |
| | MAY SET STANDARDS THROUGH DEPARTMENTAL |
| | POLICY STANDARDS FOR PLANS AND SPRCIFICA |
| | TIONS. "NO WHITE OUT".SHEET A1.01 |
| | BLOCK B & C "197768" WHITE OUT!!!!! |
| | |
| | 10B) STRUCTURAL SHEETS AREA BLANKED OFF |
| | IN HEADER STRIP?????? |
| | |
| | 11A) LS2.01GENERAL PROJECT DATA: |
| | "PARTIALLY ENCLOSED PARKING GARAGE" |
| | THE CODE HAS 2 SECTIONS, 411.3 OPEN AND |
| | 411.4 FOR ENCLOSED PARKING GARAGES, |
| | PLEASE CORRECT. |
| | |
| | 11B) LS2.01) PLANS STATE THE |
| | REQUIEMENTS FOR SHAFTS LESS THAN 4 |
| | STOIES BUT NOT FOR 4 STORIES OR MORE, |
| | TABLE 705.1.2- 2 HRS. |
| | |
| | 11C) LS2.01 DISCREPANCY: LS2.01 INDICTES |
| | |
| | CONDOMINIUMS- FAIR HOUSING VS EXAMPLE |
| | A7.14 DETAIL# 1 APTS-(R2) WHICH FALLS |
| | UNDER FL ACCESSIBILITY??????? |
| | |
| | 12A) LS2.02SHEETS LS2.01/ A2.01 & |
| | A4.00 INDICATE A 8'-0" WIDE HANDICAPPED |
| | SPACE LOCATION COLUMN LINE L/M AND |
| | 9/10WHERE AS THE REST ARE 12'-0" WIDE. |
| | THIS SPACE LOOKS AS IF IT WOULD BE USED |
| | FOR THE PUBLIC AT LARGE NOT RESIDENCE. |
| | |
| | 12B) THE SAME PAGES LISTED ABOVE AND FOR |
| | THE 2ND PARKING LEVEL SHOW STORAGE UNITS |
| | IN THE ACCESS CORRIDOR WHICH IS A PART |
| | OF THE MEANS OF EGRESS. |
| | THERE IS NO SEPERATION BETWEEN THE |
| | CORRIDOR AND THE S1- MODERATE STORAGE |
| | REQUIRING 3HR WALLS & OPENING |
| | PROTECTIVES. |
| | PLANS ARE CALLING THIS AREA STORAGE |
| | BUT THIS IS THE MAIN MEANS OF EGRESS |
| | (ACCESS CORRIDOR)FOR THE RESIDENCE |
| | TRAVELING BETWEEN THEIR UNIT AND VEHICLE |
| | IN THE PARKING GARAGE. |
| | SEE 312.2.1 S1 ORDINARY- MODERATE HAZARD |
| | STORAGE. TABLE704.1, 3HR RATED WALLS. |
| | |
| | 13) SHEET A4.00 |
| | 13A) WHEN CHECKING THE DOOR DESIGNATION |
| | FOR THE FIRST FLOOR IT APPEARS THE WRONG |
| | DOOR TYPE APPEARS IN THE SCHEDULE, A9.02 |
| | EXAMPLE DOOR# 9 IS A TYPE "N" WHICH DOES |
| | NOT APPEAR AT ALL ON SHEET A9.01, OR |
| | DOOR# 3 WHICH APEARS ON A4.01 A EXIT |
| | ACCESS CORRIDOR WITH A DESIGNATION OF |
| | TYPE "F" A LOUVERED DOOR.PLEASE CHECK |
| | ALL DOOR SCHEDULES FOR ALL FLOORS FOR |
| | THE SAME PROBLEMS. |
| | |
| | 13B) THE SECOND ISSUE WITH THE DOOR |
| | DESIGNATION IS A9.01/A9.02 FOOTNOTE "D" |
| | WHICH DEELS WITHA WATER CURTAIN TO |
| | BE USED AT DOORS WITH GLAZED OPENINGS. |
| | SEE 705.1.3.6 VIEW PANELS |
| | ?705.1.3.6.1 ONE-FOURTH INCH (6.4 |
| | MM) THICK WIRED GLASS LABELED FOR |
| | FIRE PROTECTION PURPOSES MAY BE |
| | USED IN APPROVED OPENING PROTECTIVES |
| | WITH THE MAXIMUM SIZES SHOWN IN |
| | TABLE 705.1.3.6.OTHER GLAZING |
| | MATERIALS WHICH HAVE BEEN TESTED |
| | AND LABELED TO INDICATE THE TYPE OF |
| | OPENING TO BE PROTECTED FOR FIRE |
| | PROTECTION PURPOSES MAY BE USED IN |
| | APPROVED OPENING PROTECTIVES IN |
| | ACCORDANCE WITH THEIR LISTING WITH |
| | THE MAXIMUM SIZES TESTED.FOR |
| | REQUIREMENTS FOR SAFETY GLAZING, (SEE |
| | 2405.) TABLE 705.1.3.6 |
| | LIMITING SIZE OF WIRED GLASS |
| | |
| | 13C) DEALS WITH A9.01/A9.02 SEE FOOTNOTE |
| | "N" TERM TOWNHOUSSE, MISSLEADING SEE |
| | TOWNHOUSE. A SINGLE FAMILY DWELLING |
| | CONSTRUCTED IN A SERIES OR GROUP OF |
| | ATTACHED UNITS WITH PROPERTY LINES |
| | SEPARATING EACH UNIT.PLEASE MODIFY PLAN. |
| | |
| | 13D) DOOR# 9 & 18 BOTH WILL REQUIRE |
| | SAFETY GLASS, SIDELIGHT.2405.2.1(3) |
| | GLAZING IN AN INDIVIDUAL FIXED OR |
| | OPERABLE PANEL ADJACENT TO A DOOR |
| | WHERE THE NEAREST VERTICAL EDGE IS |
| | WITHIN A 24-INCH (610 MM) RADIUS OF THE |
| | DOOR IN A CLOSED POSITION AND WHOSE |
| | BOTTOM EDGE IS LESS THAN 60 INCHES (1524 |
| | MM) ABOVE THE FLOOR OR WALKING SURFACE. |
| | |
| | |
| | 14A) SHEET A4.0-A4.02 LOFT UNITS, THE |
| | TERM (TOWNHOUSE NOT TO BE USED), WHEN |
| | CALCULATING THE AREA OF THE LOFT AREA |
| | EACH SLAB IS OVER THE ALOTTED 33% OF THE |
| | |
| | FLOOR AREA OPEN TO THE ROOM BELOW. SEE: |
| | 503.2.3.2 THE TOTAL AREA OF MEZZANINES |
| | WITHIN A ROOM SHALL NOT EXCEED1/3 THAT |
| | OF THE ROOM OR SPACE IN WHICH THEY ARE |
| | LOCATED.ENCLOSED SPACE UNDER A |
| | MEZZANINE SHALL NOT BE INCLUDED IN A |
| | DETERMINATION OF THE SIZE OF THE ROOM OR |
| | SPACE IN WHICH THE MEZZANINE IS LOCATED. |
| | WHEN QUESTIONED THE BUILDING OFFICIAL |
| | IF THE POSITION OF THE GUARDRAIL CAN |
| | REPRESENT THE ALLOWABLE 33% AREA OF THE |
| | MEZZANINE HE SAID "NO" BECAUSE IT CAN BE |
| | MOVED!!!!! |
| | |
| | 14B) SHEETS E3.01-E3.05 LOFT UNITS DO |
| | NOT INDICATE THE USE OF A SMOKE |
| | DETECTION SYSTEM: 1005.7.3 EGRESS |
| | STAIRWAYS FROM MEZZANINES SHALL CONFORM |
| | WITH THE REQUIREMENTS OF 1007.THEY MAY |
| | BE OPEN AND MAY DESCEND TO THE FLOOR OF |
| | THE ROOM IN WHICH THEY ARE LOCATED WHEN |
| | ALL(1-4) THE FOLLOWING CONDITIONS ARE |
| | MET: |
| | 1. THE SPACE BENEATH THE MEZZANINE IS |
| | TOTALLY OPEN AND UNENCUMBERED BY |
| | PARTITIONED ROOMS OR SPACES. |
| | EXCEPTION: THE SPACE BENEATH THE |
| | MEZZANINE MAY BE ENCLOSED PROVIDED |
| | THE ENCLOSED SPACE IS PROTECTED |
| | THROUGHOUT WITH A SMOKE DETECTION |
| | SYSTEM IN ACCORDANCE WITH NFPA 72 |
| | WHICH SOUNDS AN ALARM IN THE |
| | MEZZANINE. |
| | |
| | 14C) 1007.3(4) THE MEZZANINE IS NOT |
| | OCCUPIED FOR SLEEPING PURPOSES, UNLESS |
| | THERE ARE EXTERIOR WINDOWS ACCESSIBLE TO |
| | THE MEZZANINE AND LOCATED NOT MORE THAN |
| | TWO STORIES ABOVE GRADE. |
| | |
| | 14D) A9.02 1ST FLOOR DOOR SCHEDULE, |
| | ENTRY GATES ARE A PAIR OF 2'-8", MEANS |
| | OF EGRESS TABLE 1004, R2 MIN CLEAR |
| | OPENING IS 32" SHOW COMPLIANCE. |
| | |
| | 15)SHEET A4.01 LOBBY AREA |
| | 15A) FLOOR ELEVATIONS PLEASE CORRECT |
| | ENTRY LOBBY VS ELEVATOR LOBBY, |
| | DIFFERENCE OF .01 NGVD IN GRADE VS THE |
| | 6" CHANGE OF GRADE IN FT, 11-4.8.5 |
| | HANDRAILS. IF A RAMP RUN HAS A RISE |
| | GREATER THAN 6 INCHES (150MM) OR A |
| | HORIZONTAL PROJECTION GREATER THAN 72 |
| | INCHES (1830 MM), THEN ITSHALL HAVE |
| | HANDRAILS ON BOTH SIDES.HANDRAILS ARE |
| | NOT REQUIRED ON CURBRAMPS OR ADJACENT |
| | TO SEATING IN ASSEMBLY AREAS.HANDRAILS |
| | SHALL COMPLYWITH 11-4.26. |
| | HANDRAILS 11-4.8.5 (1)-(7) |
| | |
| | 15B) PROVIDE DETAILS OF THE MAILBOX SEE: |
| | 11-4.2.5 FORWARD REACH. IF THE CLEAR |
| | FLOOR SPACE ONLY ALLOWS FORWARD |
| | APPROACH TO AN OBJECT, THE MAXIMUM |
| | HIGH FORWARD REACH ALLOWED SHALL BE 48 |
| | IN. (1220 MM).THE MINIMUM LOW |
| | FORWARD REACH IS 15 IN. (380 MM) (SEE |
| | FIGURE 11-5(A)).IF THE HIGH FORWARD |
| | REACH IS OVER AN OBSTRUCTION, |
| | REACH AND CLEARANCES SHALL BE AS SHOWN |
| | IN FIGURE 11-5(B). |
| | 11-4.2.6 SIDE REACH. IF THE CLEAR |
| | FLOOR SPACE ALLOWS PARALLEL APPROACH |
| | BY A PERSON IN A WHEELCHAIR, THE |
| | MAXIMUM HIGH SIDE REACH ALLOWED SHALL BE |
| | 54 IN. (1370 MM) AND THE LOW SIDE REACH |
| | SHALL BE NO LESS THAN 9 IN. (230 |
| | MM) ABOVE THE FLOOR (FIGURE 11-6(A) |
| | AND FIGURE 11-6(B)).IF THE SIDE |
| | REACH IS OVER AN OBSTRUCTION, THE |
| | REACH AND CLEARANCES SHALL BE AS SHOWN |
| | IN FIGURE 11-6(C). |
| | |
| | 15C) ROOM ACROSS FROM THE MAIL ROOM IS |
| | NOT IDENTIFIED? 104.21* PLANS ALSO DO |
| | NOT PROVIDE THE LOCATION OF THE FIRE |
| | COMMAND/ CONTROL ROOM .903.9.1 WHERE AN |
| | AUTOMATIC SPRINKLER SYSTEM IS PROVIDED |
| | EITHER AS A REQUIREMENT OR AS AN |
| | ALTERNATE TO ANOTHER REQUIREMENT OF THIS |
| | CODE, THE SYSTEM SHALL BE SUPERVISED BY |
| | AN APPROVED CENTRAL, PROPRIETARY, |
| | AUXILIARY,OR REMOTE STATION SYSTEM IN |
| | ACCORDANCE WITH NFPA 72. |
| | |
| | 15D) AS NOTED EALIER CHECK DOORS 3, 4, 5 |
| | & 6 FOR TYPE OF DOOR. SEE DOOR SCHEDULE? |
| | |
| | 16) SHEET A4.02 |
| | 16A) DOOR# 19 AGAIN HAS FOOTNOTE "D" |
| | WATER CURTAIN SEE 705.1.3.6. |
| | |
| | 16B) DOOR SCHEDULE DOOR# 20 DEFINE |
| | EGRESS HARDWARE? |
| | |
| | 16C) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, HOW |
| | WILL THE STAIR TOWERS COMPLY WITH: |
| | 1012.1.11 EVERY DOOR IN A STAIR |
| | ENCLOSURE SERVING MORE THAN FOUR |
| | STORIES SHALL PERMIT RE-ENTRY FROM THE |
| | STAIR ENCLOSURE TO THE INTERIOR OF THE |
| | BUILDING, OR AN AUTOMATIC RELEASE SHALL |
| | BE PROVIDED TO UNLOCK ALLSTAIR |
| | ENCLOSURE DOORS TO PERMIT RE-ENTRY. |
| | SUCH AUTOMATIC RELEASE SHALL BE |
| | ACTUATED WITH THE INITIATION OF THE |
| | BUILDING FIRE ALARM, FIRE DETECTION OR |
| | FIRE SPRINKLER SYSTEM. |
| | |
| | 17) SEE A7.11 STIARS TO COMPLY WITH: |
| | 11-4.4.2 HEAD ROOM. WALKS, HALLS, |
| | CORRIDORS, PASSAGEWAYS, AILES OR OTHER |
| | CIRCULATION SPACES SHALL HAVE 80 INCHES |
| | MINIMUM CLEAR HEAD ROOM (SEE FIGURE |
| | 8(A)). IF VERTICAL CLEARENCE OF AN AREA |
| | ADJOINING AN ACCESSIBLE ROUTE IS REDUCED |
| | TO LESS THAN 80 IN. (NOMINAL DIMENSION), |
| | A BARRIER TO WARN BLIND OR VISUALLY- |
| | IMPARED PERSONS SHALL BE PROVIDED. (SEE |
| | FIGURE 8(C-1)). |
| | |
| | 18) A4.03/A4.04 STROAGE UNITS (S1) |
| | REQUIRES 3 HR WALLS SEE TABLE 704.1 |
| | AND OPENING PROTECTIVES, DOORS 23 & 24 |
| | (TABLE 705.1.2) 3 HR DOORS. |
| | |
| | 19) A4.8 GENERATOR ROOM EGRESS BLOCKED |
| | BY PARKED VEHICLE, DOORS CAN'T BE |
| | OPENED. NOTE IT APPEARA SPACES COULD BE |
| | SHIFTED EAST WITHOUT LOSS OF PARKING |
| | SPACES. |
| | |
| | 20) A4.10-12 SAME COMMENT AS 12B ABOUT |
| | STORAGE UNITS MEANS OF EGRESS. |
| | |
| | 21)SHEET A4.13 |
| | 21A) STORAGE UNITS INDICATE RAMPS |
| | BUT THE CHANGE IN ELEVATION ISN'T |
| | PROVIDED. |
| | 11-4.8.2 SLOPE & RISE. THE LEAST |
| | POSSIBLE SLOPE SHALL BE USED FOR ANY |
| | RAMP. THE MAXIMUM SLOPE FOR A RAMP IN |
| | NEW CONSTRUCTION SHALL BE 1 TO 12. THE |
| | MAXIMUM RISE FOR RUN SHALL BE 30" (SEE |
| | FIGURE 16). |
| | 11-4.8.3. CLEAR WIDTH. THE MINIMUM |
| | CLEAR WIDTH OF A RAMP SHALL BE 36". |
| | EXCEPTION: RAMPS THAT ARE PART OF A |
| | REQUIRED MEANS OF EGRESS SHALL NOT BE |
| | LESS THAN 44 INCHES WIDE. |
| | 11-4.8.4.(2) LANDINGS. ALL LANDINGS |
| | ON RAMPS SHALL NOT BE LESS THAN 60" |
| | CLEAR, & THE BOTTOM OF EACH RAMP SHALL |
| | HAVE NOT LESS THAN 72" OF STRAIGHT & |
| | LEVEL CLEARENCE. |
| | 11.4.8.5. HANDRAILS: IF A RAMP HAS |
| | A RISE GREATER THAN 6" OR A HORIZONTAL |
| | PROJECTION GREATER THAN 72", THEN IT |
| | SHALL HAVE HANDRAILS ON BOTH SIDES. |
| | |
| | 21B) STORAGE UNITS S1 (T-704.1) 3HR. |
| | WALLS/ DOORS 3 HR (T705.1.2.) |
| | |
| | 22) A4.15 STORAGE ROOM SAME AS COMMENT 3 |
| | 21A & 21B. |
| | |
| | 23) A4.18 DETAIL A7.05 DETAIL# 5 IS |
| | SUPPOSE TO INDICATE THE L P GASS SLAB? |
| | NO DETAILS OF SLAB OR BOLLARDS AROUND |
| | TANK FOR PROTECTION. |
| | |
| | 24) A4.19 |
| | A) PLANS INDICATE LIGHT POLES BUT NO |
| | REFRENCE TO ATTACHMENT, NOR COMPLIANCE |
| | WITH WIND SPEED. |
| | B) PLANS INDICATE USE OF BOLLARD NO |
| | DETAILS |
| | C) PLANS INDICATE A RAILING BEFORE THE |
| | DRIVE RAMP BUT NO INFORMATION AS TO |
| | HEIGHT, HANDRIAL OR GUARDRAIL OR DESIGN? |
| | 1617.4.6.1 RAILINGS, STAIR-RAILINGS AND |
| | OTHER SIMILAR SAFEGUARDS SHALL BE |
| | DESIGNED TO RESIST A LOAD OF 50 POUNDS |
| | PER LINEAL FOOT (74 KG/M) OR A |
| | CONCENTRATED LOAD OF 200 POUNDS (690 N) |
| | APPLIED IN ANY DIRECTION AT THE TOP OF |
| | SUCH BARRIERS AT ANY LOCATION ON THE |
| | SAFEGUARD, WHICHEVER CONDITION PRODUCES |
| | THE MAXIMUM STRESSES.THE REACTIONS AND |
| | STRESSES CAUSED BY THE ABOVE REFERENCED |
| | UNIFORM AND CONCENTRATED LOADS SHALL BE |
| | CONSIDERED NOT BE ACTING SIMULTANEOUSLY. |
| | |
| | 25) NEITHER A4.18 OR A4.19 INDICATE |
| | COMPLIANCE WITH THE VEHICLE SAFEGAURD |
| | BARRIERS, 1617.5.3. A7.05 /5 PROVIDES A |
| | DETAIL INDICATING BLOCK, THERE IS NO |
| | REFRENCE TO SECTIONS THROUGH THE WALLS |
| | ON THE S-2.3 PROVIDING DETAILS. |
| | 1617.5.3 VEHICLE SAFEGUARD BARRIERS |
| | SHALL BE CAPABLE OF RESISTING A |
| | MINIMUM HORIZONTAL ULTIMATE LOAD OF |
| | 10,000 LB (44.5 KN) APPLIED 18 INCHES |
| | (457 MM) ABOVE THE FLOOR AT ANY POINT IN |
| | THE BARRIER SYSTEM.THIS LOAD |
| | NEED NOT BE APPLIED IN COMBINATION WITH |
| | LOADS SPECIFIED IN 1617.4.6.1 AND |
| | 1617.4.6.2.VEHICLE SAFEGUARD BARRIER |
| | SYSTEMS OF METAL FRAMING, CONCRETE |
| | OR MASONRY MAY BE DESIGNED BY ALLOWABLE |
| | STRESS DESIGN FOR A CONCENTRATED |
| | HORIZONTAL LOAD OF 7500 LB (33 361 N) IN |
| | LIEU OF THE 10,000 LB (44.5 KN) |
| | ULTIMATE LOAD SPECIFIED ABOVE. |
| | |
| | 26) A4.19/ A4.14 DO NOT PROVIDE DETAILS |
| | FOR COMPLIANCE OF THE ABOVE MENTIONED |
| | FOR THE RAMPS. ALSO INDICATE COMPLIANCE |
| | WITH THE 42" HEIGHT REQUIREMENT OF |
| | 1015.2. |
| | |
| | 27) 2ND FLOOR COMMON AREAS DOOR SCHEDULE |
| | |
| | TYPE OF DOORS INCORRECT, EXAMPLE, THE |
| | TYPE "F" DOOR IS LOUVER MECH ROOM DOOR, |
| | TO BE USED ON 2ND FLOOR EXIT STAIRWAY |
| | AND TRASH CHUTE ACCESS DOOR.REVISIT ALL |
| | FLOORS. |
| | |
| | 28) FIRE RATED ACCORDIAN DOORS PROVIDE |
| | ADDITIONAL INFORMATION, HOW WILL THESE |
| | DOORS RELEASE FOR FIREFIGHTERS IF |
| | ACTIVATED BY FIRE ALARM. WHAT PORTION OF |
| | CITY CODE REQUIRES THESE DOORS.FL BLDG |
| | CODE412.1.1 REQUIRES FIRE DOORS FOR |
| | HIGH RISE ELEVATOR LOBBY EQUIREMENTS |
| | WHEN HABITABLE FLOOR SURFACES ABOVE 75'. |
| | |
| | 29) A4.26 POOL BARRIER ACT SEE: |
| | NOTE: OTHER ADMINISTRATIVE AND |
| | PROGRAMMATIC PROVISIONS MAY APPLY.SEE |
| | DEPARTMENT OF HEALTH [DOH] RULE 64E-9, |
| | FLORIDA ADMINISTRATIVE CODE AND |
| | CHAPTER 514, FLORIDA STATUTES. |
| | 64E-9.002 EFFECTIVE BARRIERS.PROVIDE |
| | ADDITIONAL INFORMATION. |
| | |
| | 30) NOTE: POOL/ SPA STRUCTURE TO BE PART |
| | OFTHE BUILDING PERMIT, ADDITIONAL |
| | PERMITS FOR PLUMBING AND ELECTRICAL |
| | REQUIRED. |
| | |
| | 31) SHEET A4.27 |
| | A) DOORS ARE NOT LABELED ON THIS SHEET. |
| | |
| | B) DOOR LEADING INTO EXERCISE ROOM TO |
| | REQUIRE SAFETY GLAZING IN SIDELIGHT. |
| | 2405.2.1(3) |
| | |
| | C) EXERCISE ROOM OCCUPANT LOAD 61 |
| | REQUIRING (2) EXITS SEE, 1004.1.4 WHERE |
| | 2 OR MORE EXITS OR EXIT ACCESS DOORS ARE |
| | REQUIED, AT LEAST 2 OF THE EXIT OR EXIT |
| | ACCESS DOORS SHALL BE PLACED A DISTANCE |
| | APART EQUAL TO NOT LESS THAN 1/2 OF THE |
| | LENGTH OF THE MAXIMUM OVERALL DIAGONAL |
| | DIMENSION OF THE BUILDING OR AREA TO BE |
| | SERVED. 1/3RD THE REQUIRED DISTANCE FOR |
| | FIRE SPRINKLERED BUILDINGS. |
| | 1001.1.3 MEANS OF EGRESS SHALL CONSIST |
| | OF CONTINUOUS AND UNOBSTRUCTED PATHS OF |
| | TRAVEL TO THE EXTERIOR OF A BUILDING. |
| | MEANS OF EGRESS SHALL NOT BE PERMITTED |
| | THROUGH KITCHENS, CLOSETS, RESTROOMS AND |
| | SIMILAR AREAS NOR THROUGH ADJACENT |
| | TENANT SPACES. |
| | |
| | D) EXERCISE ROOM , DRINKING FOUNTAIN |
| | PROVIDE INFORMATION FOR PROTRUDING |
| | OBJECTS FAIR HOUS ANSI 117- 307. |
| | |
| | E) COMMUNITY ROOM- ASSEMBLY OCCUPANCY |
| | WITHOUT FIXED SEATING 7 NET= 72 OCC |
| | LOAD.TABLE 1003.1. REQUIRING 2 EXITS AS |
| | STATED IN 31C ABOVE SEE 1004.1.4. |
| | |
| | F) COMMUNITY ROOM KITHEN DOOR MISSING |
| | THE 18" CLEARENCE ON THE LATCH SIDE, |
| | FAIR HOUSING ANSI 117, 404.2.4. |
| | |
| | G) STAIR TOWER # 3 SEE A7.13 HANDRAIL |
| | EXTENSIONS, |
| | FAIRHOUSING ANSI 117- 505.10.2 TOP |
| | EXTENSIONS AT STAIRS AND 505.10.3 |
| | BOTTOM EXTENSION AT STAIRS. |
| | |
| | 32) IT APPEARS ON BOTH A4.51 & A4.61 THE |
| | BALCONY HAS BEEN DELETED? PROVIDE MORE |
| | DETAILS. |
| | |
| | 33) SHEET A4.70 |
| | A) A4.70 ROOF TOP STAIRWELL # 1 DOES NOT |
| | INDICATE WHERE THE DOORWAY IS OR |
| | IDENTIFY THE DOOR WITH AN ASSOCIATD |
| | NUMBER. SEE A9.02 FOE DOOR SCHEDULE? |
| | |
| | B)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, THE |
| | PLANS APPEAR TO HAVE SOME STRUCTURE |
| | AROUND THE PERIMETER OF THE ROOF 1.5'X6' |
| | WHAT IS THIS? |
| | |
| | C) PROVIDE THE ELEVATION THAT THE TRASH |
| | CHUTE TERMINATES? |
| | |
| | D) PLANS INDICATE THE USE OF SKYLIGHTS, |
| | PLEASE PROVIDE DETAILS, CURBS AND |
| | POS/NEG PRESSURES. |
| | |
| | E) PLEASE CLARIFY, BALCONIES ARE NOT |
| | IDENITFIED, BUT THE LEFT SIDE OF THE |
| | SHEET IT APPEARS THAT DOORS ARE SWINGING |
| | |
| | IN MID AIR? IT IS APPARENT AT COLUMN |
| | LINE J.1? |
| | |
| | 34) A4.71 ALSO IS MISSING DOORS TO ENTER |
| | |
| | THE PUMP ROOMS & CHILLER COOLING TOWERS. |
| | |
| | 35) A4.74 / A7.14ELEVATOR TOWER DETAIL |
| | DO NOT PROVIDE: |
| | A) 003.6.1 VENTS. HOISTWAYS OF ELEVA- |
| | TORS SERVING MORE THAN 3 FLOORS SHALL BE |
| | PROVIDED WITH MEANS OF VENTING SMOKE AND |
| | HOT GASES TO THE OUTER AIR IN CASE OF |
| | FIRE. |
| | B) 3003.6.2 VENTS SHALL BE LOCATED BELOW |
| | THE FLOOR OR FLOORS AT THE TOP OF THE |
| | HOISTWAY, AND SHALL BE EITHER DIR- ECTLY |
| | TO THE OUTER AIR OR THROUGH NON- |
| | COMBUSTIBLE DUCTS TO THE OUTER AIR. |
| | C) 3003.6.3 THE AREA OF THE VENTS SHALL |
| | BE NOT LESS THAN 3 SQ FT FOR EACH |
| | ELEVATOR CAR, WHICHEVER IS GREATER. |
| | |
| | D)3003.4.1 IN ALL STRUCTURES THAT ARE |
| | MORE THAN THREE STORIES HIGH OR IN |
| | WHICH THE VERTICAL DISTANCE BETWEEN THE |
| | BOTTOM TERMINAL LANDING AND THETOP |
| | TERMINAL LANDING EXCEEDS 25 FEET (7.6 M) |
| | MUST BE CONSTRUCTED TO CONTAIN AT LEAST |
| | ONE PASSENGER ELEVATOR THAT IS |
| | OPERATIONAL AND WILL ACCOMMODATE AN |
| | AMBULANCE STRETCHER 76 INCHES (1931 MM) |
| | LONG AND 24 INCHES (610 MM) WIDE IN THE |
| | HORIZONTAL POSITION. THIS ELEVATOR SHALL |
| | BE IDENTIFIED BY SIGNAGE. |
| | |
| | 36) A4.77/ A4.26 CANOPY TO BE UNDER |
| | SEPERATE PERMIT, TYPE I BLDG.IF MATERIAL |
| | COVER TO BE FIRE RETARDANT TREATED. |
| | |
| | 37) A7.09 HANDICAPPED ACCESS AISLE |
| | INDICATED ON SLOPED RAMP, ANSI 117 405.3 |
| | CROSS SLOPES OF SIDEWALK ACCESS. |
| | |
| | 38) A8.01 CAST EXTERIOR MOLDING DETAILS |
| | SHALL CONFORM TO: |
| | |
| | 38A) 1404.1.1 ARCHITECTURAL TRIM ON |
| | BUILDINGS OF TYPE I, II AND IV |
| | CONSTRUCTION NOT MORE THAN THREE STORIES |
| | OR 40 FT (12.2 M) HIGH MAY BE OFTYPE |
| | VI CONSTRUCTION, AND MAY BE OF TYPE VI |
| | CONSTRUCTION ON ALL BUILDINGSOF TYPE |
| | III, V AND VI CONSTRUCTION.TRIM SHALL |
| | BE SECURED TO THE WALL WITH METAL OR |
| | OTHER APPROVED BRACKETS OR FASTENERS. |
| | WHEN ARCHITECTURALTRIM IS LOCATED |
| | ALONG THE TOP OF EXTERIOR WALLS, IT |
| | SHALL BE COMPLETELY BACKED BY THE |
| | EXTERIOR WALL AND SHALL NOT EXTEND OVER |
| | THE TOP OF EXTERIOR WALLS. PROVIDE |
| | COMPLIANCE. |
| | |
| | 39) 1511.7 ROOF MOUNTED MECHANICAL UNITS |
| | SHALL BE MOUNTED ON CURBS RAISED A |
| | MINIMUM OF 8 INCHES ABOVE THE ROOF SUR- |
| | FACE, OR WHERE ROOFING MATERIALS EXTEND |
| | BENEATH THE UNIT, ON RAISED EQUIPMENT |
| | SUPPORTS PROVIDING A MINIMUM CLEARENCE |
| | HEIGHT IN ACCORDANCE WITH TABLE 1511.7. |
| | MECH. 301.13 WIND RESISTANCE MECHANICAL |
| | EQUIPMENT, APPLIANCES AND SUPPORTS THAT |
| | ARE EXPOSED TO WIND SHALL BE DESIGNED |
| | AND INSTALLED TO RESIST THE WIND |
| | PRESSURES ON THE EQUIPMENT & THE |
| | SUPPORTS AS DETERMINED IN ACCORDANCE |
| | WITH THE FL BLD CODE. THIS MAY BE ACCOMP |
| | LISHED BY DESIGN OR BY APPLICATION OF |
| | SECTION 301.13.1. |
| | |
| | 40) 1606.1.4(1) IN WIND BORNE DEBRIS |
| | REGIONS, EXTERIOR GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IN BUILDINGS SHALL BE |
| | ASSUMED TO BE OPENINGS UNLESS SUCH |
| | GLAZING IS IMPACT RESISTANT OR PROTECTED |
| | WITH AN IMPACT RESISTANT COVERING MEET- |
| | ING THE REQUIREMENTS OF SSTD 12, ASTM |
| | E 1886 AND ASTM E 1996 OR MIAMI-DADE. |
| | 1) GLAZED OPENINGS LOCATED WITHIN 30 FT |
| | OF GRADE SHALL MEET THE REQUIREMENTS OF |
| | LARGE MISSLE TEST. |
| | 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 APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) WINDOWS FIXED OR OPERTABLE |
| | B) EXTERIOR DOOR/ GLAZED |
| | C) EXTERIOR DOORS SOLID |
| | D) MULLIONS |
| | E) SKYLIGHTS |
| | F) HANDRAILS |
| | G) ROOF ASSEMBLIES |
| | |
| | 41)1707.4.5.1 MULLIONS OCCURRING BETWEEN |
| | INDIVIDUAL WINDOW AND GLASS |
| | DOOR ASSEMBLIES. TESTING REPORTS ARE |
| | REQUIRED BY AN APPROVED TESTING |
| | LABORATORY OR BE ENGINEERED. |
| | |
| | 42) 1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| | ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| | TO THE ROUGH OPENING SUBTRATE. |
| | |
| | 43) S-7 IWIND LOAD SCHEDULE NOTE# 1 |
| | INDICATES SHUTTERS MAY BE USED ON THIS |
| | PROJECT, PLEASE SEE THE BUILDING |
| | OFFICIALS INTERPRETATION FOR LARGE |
| | MISSLE IMPACT FOR LARGE PROJECTS SEE |
| | COMMENT # 14, ACOPY IS ATTACHED. |
| | |
| | 44)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. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
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