Plan Review Details - Permit 04031716
Plan Review Stops For Permit 04031716
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2004-07-29 Cont ID  
Sent By jwitmer Date 2004-07-29 Time 09:05 Rev Time 12.00
Received By jwitmer Date 2004-07-29 Time 09:05 Sent To  
Notes
2004-07-29 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04031716
 ADD: 507 24TH ST/ 508 25TH ST
 VILLAGE CENTER APARTMENTS
 CONT: CARLISLE CONSTRUCTION, LLC
 TEL: (305)898-2198
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1ST REVIW
 ACTION: DENIED
  
 THIS PLAN CAME IN UNDER A SINGLE PERMIT,
 WITH AN ALLEYWAY BETWEEN THE (2) LOTS
 THIS PROJECT WILL BE CONSIDERED AS (2)
 LOTS, (2) BUILDINGS & (2) PERMITS.
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
 FOR EACH PERMIT.
  
 2) TABLE 600 ISSUES, 2ND THROUGH 5TH
 FLOORS EXTEND PAST OR OVER THE PROPERTY
 LINE, (OVER THE ALLEYWAY) OR PUBLIC
 WAY. PROVIDE DOCUMENTATION APPROVAL FROM
 THE CITY, PLANNING AS WELL AS LEGAL.
  
 3)) THE PROPOSED BUILDING STRUCTURE
 TRANSGRESSES LEGAL BOUNDARY LINES
 BETWEEN THE LOTS WHICH COMBINE TO FORM
 'THE SITE'.SUBMIT A COPY OF THE 'UNITY
 OF TITLE' DOCUMENT SO THAT FBC TABLE 600
 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED
 NOT APPLICABLE.
 THIS REQUIREMENT WILL BE REQUIRED
 FOR BOTH PROJECTS ON BOTH SIDES OF THE
 ALLEYWAY.
  
 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)WPB AMENDMENT 105.13.6. W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT
 REQUEST FOR THRESHOLD BUILDINGS A
 SPECIAL INSPECTOR AS REQUIRED BY S.
 553.79(5) FLORIDA STATUTES TO THE MIN-
 IMUM INSPECTIONS REQUIRED BY THIS CODE.
 CONTACT HAROLD PISKURA MANAGER OF THE
 SPECIAL INSPECTOR PROGRAM AT (561)
 805-6711 FOR FURTHER INFORMATION BEFORE
 THE PERMIT MAY BE ISSUED.
  
 6)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.
  
 7) PROVIDE 3 CURRENT COPIES OF SIGNED &
 SEALED SURVEYS WITH PROPOSED IMPROVEMENT
 TO BE COMPLETED.
  
 8) 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.
  
 9) FL BLD CODE CHAP 13 ENERGY EFFICENCY
 PROVIDE ENERGY CALS/ W MANUAL "J"
  
 10) WRONG JURISDICTION, SEE LS3.00
  
 11) SEE PD 1 OF 2, PLANS INDICATE A 6%
 GRADE AT THE ACCESSIBLE PARKING SPACE &
 ACCESS ISLE. 11-4.6.3 SLOPES NOT TO
 EXCEED 1:50 OR 2%.
  
 12)SHEET A3.01 INDICATES A COLUMN DETAIL
 AT THE ENTRY TO THE ALLEY FROM DIXIE,
 NO SECTION OR PAGE? ADD INFO REQUIRED!
  
 13) SHEET LS 3.01 INDICATES THE WEST END
 OF THE PROJECT IS WITHIN 3 FT OF THE
 PROPERTY LINE, REQUIRING A 3 HR WALL.
 PROVIDE EQUIVLANT THICKNESS OF BLOCK,
 SEE TABLE 709.3.1.
  
 14) SHEET A9.01 DOOR SCHEDULE MISSING
 45 MIN RATING ON THE TRASH CHUTE TERMIN-
 ATION ROOM. TABLE705.1.2.
  
 15) A3.09 TRASH CHUTE ENCLOSURE (SHAFT)
 REQUIRES A 2HR RATED BLOCK. SHEET A7.01
 INDICATES A UL DESIGN NUMBER, BUT WE
 WILL NEED THE EQUIVALENT THICKNESS FROM
 THE BLOCK MANUFACTURER.TABLE 709.3.1.
  
 16) SHEET A3.07 PROVIDE INFORMATION,
 REQUIRED STRETCHER REQUIREMENT FOR
 ELEVATORS 3003.4.1.
  
 17) ARCHITECTURAL SHEETS INDICATE THE
 USE OF EFIS FOAM TRIM ON THE EXTERIOR OF
 THE BUILDING. ON BUILDINGS OF TYPE III,
 V AND VI CONSTRUCTION, TRIM SHALL BE SE-
 CURED TO THE WALL WITH METAL OR OTHER
 APPROVED BRACKETS OR FASTENERS. PROVIDE
 ADDTIONAL INFORMATION?
  
 18) A8.01 GUARDRAILS ARETO COMPLY WITH:
 FBC 1608.2.2THE GUARDRAIL SHALL BE
 DESIGNED AND CONSTRUCTED FOR A
 CONCENTRATED LOAD OF 200 LB APPLIED IN
 ANY DIRECTION AT THE TOP OF THE
 GUARDRAIL, A CONCENTRATED HORIZONTAL
 LOAD OF 200 LB APPLIED ON A 1 SQ FT AREA
 AT ANY POINT, AND A LINE LOAD OF 50 PLF
 APPLIED HORIZONTALLY AT THE REQUIRED
 GUARDRAIL HEIGHT WITH A SIMULTANEOUS
 LINE LOAD OF 100 PLF APPLIED VERTICALLY
 DOWNWARD ON THE TOP OF THE GUARDRAIL.
 THESE LOADS SHALL NOT BE APPLIED
 SIMULTANEOUSLY (UNLESS NOTED ABOVE) BUT
 SHALL BE APPLIED INDIVIDUALLY TO PRODUCE
 MAXIMUM STRESS IN EACH OF THE COMPONENTS
 OR SUPPORTS.SUBMIT CALCULATIONS.
  
 19)A8.02 DETAIL# 4, THERE ARE (2) ISSUES
 A) PLYWOOD SHEATHING CAN'T BE USED ON
 EXTERIOR WALLS TYPE V CONSTRUCTION.
 B) IT APPEARS THIS SAME NOTE INDICATES
 PLYWOOD TO BE USED AS SIDING?
  
 20) THIS SAME PAGE DETAIL# 2, INDICATES
 THE USE OF PLYWOOD FOR ROOF SHEATHING,
 TABLE 600 ROOF CEILING ASSEMBLIES FOR
 (1 HR PROTECTED) REQUIRES A 1HR RATING.
  
 21) S-2.01 SEE DESIGN LIVE LOADS:
 COORIDORS (ABOVE THE FIRST FLOOR) SHOLD
 BE 80 LBS. TABLE 1604.1.
  
 22) SAME PAGE WIND ZONE FOR ENTIRE CITY
 OF W.P.B. IS 140 HPH, CORRECT.ALSO THE
 EXPOSURE IS A "B" ZONE NOT A "C".
  
 23) THE LIGHT GAGE STEEL DESIGN DATA
 ALSO DOESN'T MATCH THE BUILDING DESIGN
 CRITERIA,1606.1.7/1606.1.8.
  
 24)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 & OPERABLE
 B) MULLIONS VERTICAL & HORIZONTAL
 C) EXTERIOR DOORS SOLID & GLAZED
 D) STORM SHUTTERS
 E) LOUVERS
 F) EFIS SYSTEMS
 G) TRUSS STRAPS AND ANCHORS
 H) ROOFING ASSEMBLIES
  
 25) 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 LIST
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE.IF THE PRODUCT DOES NOT HAVE STATE
 WIDE APPROVAL, SUBMIT AN APPLICATION FOR
 LOCAL PRODUCT APPROVAL PER RULE 9B-72.
 SEE ATTACHMENT.
  
 26)PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.
 FBC 1606.1.4.
  
 27)FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 PROCEDURES: 1(B) A COMPLETE INSTALLATION
 SCHEDULE SUMMARIZING & IDENTIFYING
 OPENING SIZES, STORY HEIGHTS, UNIT MARK
 NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM
 BAR REINFORCING REQUIREMENTS, WALL PRES-
 SURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION
 TO FACILITATE PLAN REVIEW AND PERMIT
 ISSUANCE.
 PROVIDE INFORMATION WHERE THE STORM
 SHUTTERS ARE TO BE STORED, IF STORED
 VERTICALLY HOW THEY WILL BE SUCURED SO
 THEY WILL NOT FALL OVER.
  
 28)1707.4.3 EACH EXTERIOR DOOR
 ASSEMBLY NOT COVERED BY 1707.4.2
 (GLAZED DOORS) SHALL BE LISTED AND TEST-
 ED FOR A PERIOD EQUAL TO THE QUANITY
 3600/ V WHERE THE TIME PERIOD IS IN
 SECTIONS AND V IS IN MILES PER HR TAKEN
 FROM FIGURE 1606. THE TIME PERIOD SHALL
 ALSO INCLUDE A 10 SECOND PERIOD AT A
 LOAD EQUAL TO 1.5 TIMES THE DESIGN
 PRESSURE.
  
 29) 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.
  
 30) 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.
  
 31) S8.01 ROOF PRESSURES, PLANS INDICATE
 NEGATIVE PRESSURES AS HIGH AS -208.6.
 FOR THE ROOFING ASSEMBLIES REPORTS, BE
 SURE TO MEET THESE PRESSURES.
  
 32) S3.00/ S7.01 SHEAR WALLS AND FOUNDA-
 TIONS THE WIDTH AND LENGTH OF FOOTINGS
 ARE GIVEN BUT NOT THE DEPTH NOR THE
 NUMBER OF BARS OR SIZE OF BARS.
  
 33) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 STRUCTURAL SHEETS DO NOT HAVE A TRUSS
 ANCHOR SCHEDULE FOR THE STEEL TRUSSES
 NORA TRUSS LAYOUT WITH UPLFT VALUES
 AND LATERAL LOADING.
  
 34) 1503.4.4 PROTECTION AGAINST DECAY &
 TERMITES. CONDENSATE LINES & ROOF DOWN
 SPOUTS SHALL DISCHARGE AT LEAST 1 FT.
 AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EX-
 TENSIONS, OR SPLASH BLOCKS.
  
 35)1511.7 ROOF MOUNTED MECHANICAL UNIT
 S 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.
  
 36) A7.02 DOESN'T HAVE ANY INFORMATION
 FOR SHAFT ENCLOSURES. 705.2.2 ALL OPEN-
 INGS THROUGH THE FLOOR AND PENETRATIONS
 THROUGH THE FLOOR SHALL BE PROTECTED BY
 A SHAFT ENCLOSURE IN ACCORDANCE WITH
 705.2.3.
  
 37)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.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIP-
 TION OF THE REVISION MADE, IDENTIFYING
 THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGE MAY BE FOUND, WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR
 ANTICIPATED COOPERATION.
 JIM WITMER
 BUILDING PLAN REVIEW
 (561)805-6715
 FAX: (561)659-8026
 3
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2004-08-03 Cont ID  
Sent By dpalmer Date 2004-08-03 Time 17:30 Rev Time 4.00
Received By dpalmer Date 2004-08-03 Time 17:30 Sent To  
Notes
2004-08-03 00:00:00************** UNSAT ***********
  
 1)NOTE: PLEASE SEE JURISDICTION NOTED
 ON PLANS.
 PROJECT IS UNDER THE CITY OF WEST PALM
 BEACH.
  
 2)NOTE: PLEASE SEE CIRCUITING OF SD'S,
 SHOWN ON PANEL SCHEDULE AS BEING ON
 A CIRCUIT WHICH IS NOT ARC FAULT
 PROTECTED. PLEASE SEE 2002 NEC 210.12B
 WHICH REQUIRES ALL "OUTLETS" IN BEDRMS
 TO HAVE PROTECTION. FANS/LTS/SD'S/RECEPT
  
 3)NOTE: PLEASE SEE PLANS ARE NOTED AS
 HAVING LV AND HV IN SAME RACEWAY TO
 ROOF FOR A/C EQUIPMENT.PLEASE PROVIDE
 NOTE PER 300.3C1
  
 4)NOTE: PLEASE CORRELATE RANGE LOADS,
 PANEL SCHEDULE INDICATES 7KW (8KW MIN
 PER NEC ) AND LOAD CALCS INDICATE 9KW?
 PLEASE CLARIFY. ARE THE RANGE UNIS
 PLEASE CLARIFY. ARE THE RANGE UNIS
  
 5)NOTE:PLEASE SEE 210.52C1 FOR MISSING
 RECEPT ON 12" OF KITCHEN COUNTERSPACE.
  
 6)NOTE: PLEASE SHOW ALL RECEPTS SERVING
 KITCHEN COUNTERSPACE AS GFI/GFI PROTECT-
 -ED. 210.8A6
  
 7)NOTE: PLEASE SEE UNIT #2 FOR SOME
 SPACING FOR RECEPTS PER 210.52
  
 8)NOTE: PLEASE CLARIFY:LOAD CALCS
 INDICATE TWO DIFFERENT TWO BEDROOM UNITS
 B&C, BUT ONLY ONE OF THE TWO BEDROOM
 UNIT LAYOUTS ARE SHOWN??
  
 9)NOTE: PLEASE SEE ALL MAINS MUST BE
 GROUPED PER 230.72. SHUNT TRIPS ARE NOT
 ACCEPTABLE BY THE CITY OF WEST PALM
 BEACH FOR GROUPING OF MAINS.
 SHUNT TRIPS ARE NOT RATED PER 230.76,
 230.79.
 PLEASE PROVIDE MEANS OF DISC FOR 600A
 EQUIPMENT IN MAIN ELECTRICAL ROOM.
  
 EQUIPMENT IN MAIN ELECTRICAL ROOM.
 CLEARENCE REQUIRED OF EQUIPMENT ABOVE
 CLEARENCE REQUIRED OF EQUIPMENT ABOVE
  
 11)NOTE: PLEASE PROVIDE NOTE ON ELEC-
 -TRICAL PLANS WHICH REFERENCEFHAR FOR
 DEVICES AND HEIGHTS.
 IT IS NOTED THAT THESE REQUIREMENTS ARE
 NOTED ON BLDG PLANS.
  
 12)NOTE:
 PLEASE ALSO SHOW ALL CONTINOUS LOADS
 AT 125% PER 215.3,230.42 ETC.
  
 PLEASE SEE NOTES FROM OTHER REVIEWERS
 WHICH MAY OR MAY NOT HAVE AN AFFECT ON
 ELECTRICAL PLANS.
  
 PLEASE REMOVE ALL OLD/VOIDED SHEETS AND
 ONLY INSERT NEW SHEETS INTO COMPLETE
 SETS FOR REVIEW AND STAMPING.
 PLEASE SEE BLDG REVIEW COMMENTS FOR
 POSSIBLE TWO BLDG PERMITS? ETC.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2004-07-23 Cont ID  
Sent By mamini Date 2004-07-23 Time 13:46 Rev Time 1.00
Received By mamini Date 2004-07-23 Time 13:46 Sent To  
Notes
2004-07-23 00:00:00FAILED:
 1. PLEASE PROVIDE STORM WATER
 CALCULATION FOR OUR REVIEW AND APPROVAL,
 INCLUDE PERVIOUS, IMPERVIOUS, AND
 BUILDING AREA FOR THE ENTIRE SITE.
 2. IF GARBAGE IS TO BE PICKED UP BY THE
 CITY THEN THE ENCLOSURES MUST BE SIZED
 AND LOCATED PER CITY' REQUIREMENTS.
 3. WORK WITHIN PUBLIC R.O.W. REQUIRES
 A SEPARATE PERMIT FROM PUBLIC UTILITIES
 AND ENGINEERING SERVICES, M.O.T PLANS
 MUST BE SUBMITTED AT TIME OF APPLICATION
 CONTACT WINDEL PALMER AT 949-1086.
 4. CIVIL/UNDERGROUND UTILITY PLANS
 MUST BE REVIEWED AND APPROVED BY THE
 PUBLIC UTILITIES AND ENGINEERING
 SERVICES FOR ALL THE CONNECTIONS TO THE
 SERVICES PRIOR TO REVIEW BY THE
 CONSTRUCTION SERVICES DEPARTMENT,
 949-1085, MANNY GONZALEZ.
 5. FOOTERS AND AERIAL FACADE EASMENT
 AGREEMENT MAY BE REQUIRED IF THE
 FOUNDATION IS CONSTRUCTED IN PUBLIC
 R.O.W, 659-8031 PLANNING AND ZONING.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2004-08-09 Cont ID  
Sent By nmccray Date 2004-08-09 Time 10:02 Rev Time 0.00
Received By nmccray Date 2004-08-09 Time 09:46 Sent To  
Notes
2004-08-09 00:00:00**********DENIED************************
 1) BUILDING ADDRESS REQUIRED ON PROPER
 ELEVATION.
  
 2) ALL NEW FIRE ALARM SYSTEMS SHALL BE
 UL LISTED FOR CENTRAL STATION SERVICE.
  
 3) FIRE ALARM AUDIO AND VISUAL DEVICES
 ARE TO BE INSTALLED IN UNITS DESIGNED
 FOR THE HANDICAP.
  
 4) ON SHEET A9.01 NOTE #7 INDICATES
 ELECTRIC PANIC DEVICE AND HINGE AT DOORS
 WITH CARD READERS. THESE DOORS SHALL
 COMPLY WITH NFPA 101 LIFE SAFETY CODE
 CHAPTER 7 SPECIAL LOCKING ARRANGEMENT
 (DELAYED-EGRESS LOCKS OR ACCESS-
 CONTROLLED EGRESS DOORS) AND POWERED
 DOORS.
  
 5) SEPARATE PLANS AND PERMITS
 APPLICATION ARE REQUIRED FOR FIRE ALARM
 AND FIRE SPRINKLER SYSTEMS INSTALLATION.
  
 6) FIRE PROTECTION HYDRAULIC CALCULATION
 INDICATE SAFETY MARGIN FOR AREA # 1 AT
 4.75 PSI. THE CITY OF WEST PALM BEACH
 REQUIRES A MINIMUM OF 5 PSI.
  
 NATE MCCRAY, CAPTAIN
 835-2910 OR 805-6722
Review Stop I INCOMING/PROCESSING
Rev No 2 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By csiegber Date 2004-07-19 Time 10:34 Sent To  
Notes
2004-07-19 00:00:00TO COMM BD#37
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2004-03-31 Cont ID  
Sent By alange Date 2004-03-31 Time 13:32 Rev Time 0.00
Received By alange Date 2004-03-31 Time 13:32 Sent To Z
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2004-08-10 Cont ID  
Sent By pkrauss Date 2004-08-10 Time 15:20 Rev Time 4.00
Received By pkrauss Date 2004-08-10 Time 12:27 Sent To  
Notes
2004-08-10 00:00:00DENIED:
 1.PROVIDE ENERGY AND MANUAL J
 CALCULATIONS IN ACCORCANCE WITH THE
 2001 FBC CHAPTER 13.
  
 2.PROVIDE OUTSIDE AIR CALCUALTIONS
 FOR THE APARTMENTS BY NATURAL MEANS PER
 2001 FBC(M) 402.2 & 402.2.1 OR 403.3.
  
 3.PLAN SHEET M3.04, DETAIL INDICATES
 6" DRYER EXHAUST AND 6" TOILET EXHAUST.
 DETAIL ALSO INDICATES A 6" & 4" IN
 SOFFIT AND APPEARS TO TERMINATE INTO A
 PLENUM BOX WITH A 12" X 8" WALL CAP.
  
 4.PLEASE NOTE DRYER EXHAUST SHALL BE
 NON-SCREENED WITH A BACKDRAFT DAMPER
 AND THE TOILET EXHAUST TERMINATION SHALL
 BE SCREENED. 2001 FBC(M) 504.4 & 401.6,
 RESPECTIVELY.
  
 5.PLEASE NOTE, EXHAUST DUCTS SHALL
 TERMINATE AS NOT TO CREATE A NUISANCE OR
 DIRECTED ONTO WALK-WAYS.2001 FBC(M)
 401.5.2.
  
 6.OUTSIDE AIR INTAKE AND EXHAUST SHALL
 BE LOCATED A MINIMUM OF 10 FT FROM LOT
 LINES OR BUILDINGS ON THE SAME LOT.
 INTAKE OPENINGS SHALL BE LOCATED A
 MINIMUM OF 10 FT FROM ANY NOXIOUS
 FUMES OR CONTAMINANT.2001 FBC(M) 401.5
 AND 401.5.1.
  
 7.PLAN SHEET M8.01, DETAIL FOR
 MOUNTING THE CONDENSOR UNIT.HEIGHT
 FROM THE ROOF SURFACE TO THE BOTTOM OF
 THE SUPPORT RAIL SHALL COMPLY WITH 2001
 FBC 1511.7
  
 8.PLEASE PROVIDE DETAIL FOR CONDENSATE
 INDICATE TERMINATION.PROVIDE A MINIMUM
 OF 12" AWAY FROM THE BUILDING STRUCTURE
 AS PER 2001 FBC 1503.4.4.
  
 9.SPECIFIC DRYERS INDICATED ON PLAN
 SHEET M8.01 SHALL BE INSTALLED FOR
 FINAL INSPECTION.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop P PLUMBING
Rev No 1 Status F Date 2004-08-05 Cont ID  
Sent By kstevens Date 2004-08-05 Time 10:00 Rev Time 11.00
Received By kstevens Date 2004-08-04 Time 18:55 Sent To  
Notes
2004-08-05 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
 FBC-2001 BUILDING
 FHA-98 DESIGN MANUAL
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1) IF SEPARATE BLDGS., AN RPZ BACKFLOW
 IS REQUIRED FOR EACH BLDG. SEC 608.13.2
 2) IRRIGATION PLANS & PERMIT ARE REQUIR-
 ED. SECTION 104.3.1.1
 3) SEPARATE PERMIT REQUIRED FOR FOUNTAIN
 PLEASE INDICATE IF THERE IS A DRAIN FOR
 THE FOUNTAIN. SECTION 104.2.1
 4) SHT A-3.01 SERVICE SINK IS REQUIRED
 FOR SOUTH BUILDING. TABLE 403.1
 5) SHT A-3.05 ROOF DRAIN CALCULATIONS,
 PROVIDE INFORMATION ON ROOF AREAS. INDI-
 CATE LOCATIONS OF AREAS "1" THRU "8".
 ROOF PLAN SHOWS 13 AREAS PLUS LOWER ROOF
 PLEASE CLARIFY. - INDICATE IF ROOF AREAS
 INCLUDE ROOF AREA THAT DRAIN ONTO ROOF
 AREA FROM ABOVE AT STAIRS AND STAIRS/EL-
 EVATOR ROOF AREAS. - SHOW AREAS FOR COM-
 BINATION WORKING SCUPPER/E0S ON LOWER
 ROOF, INCLUDE/SHOW 1/2 AREA OF VERTICAL
 WALLS IN CALCULATIONS.
 6) SHT A-3.06 INDICATE SPECIFICATION "A"
 OR "B" BATHROOMS AS REQUIRED IN FHA-98
 DESIGN MANUAL SHTS 7.34 & 7.35.
 7) SHT A-3.10 ROOM 128, A CLEAR FLOOR
 SPACE AT LEAST 30" BY 48" SHALL BE PRO-
 VIDED IN FRONT OF THE SINK TO ALLOW FOR-
 WARD APPROACH.
 8) SHT A-3.10 TURNING AREA REQUIRED IN
 THE TOILET ROOM. SECTION 11-4.22.3
 9) SHT A-3.10 SUBMIT CALCULATIONS FOR
 MINIMUM FIXTURE FACILITIES FOR THE COM-
 MON AREAS. SHOW SQUARE FOOTAGE FOR THE
 LIBRARY, EXERCISE ROOM, COMMUNITY ROOM,
 KITCHEN, OFFICE, SECRETARY ROOM, & THE
 LAUNDRY ROOM.
 10) SUBMIT A DETAIL FOR DRINKING FOUNT-
 AIN SHOWING COMPLIANCE WITH SECTION 11-
 4.15 AND ALL SUBSECTIONS.
 11) SHT A-7.03 DETAIL 12/A-703 WATER
 CLOSET SHALL BE 18" FROM CENTER TO WALL
 AND LAV SHALL BE MIN. 15" FROM CENTER TO
 WALL. SEE FIGURES 28 & 32 CHAPTER 11.
 12) SHT A-7.03 DETAIL 12/A-7.03 OR DET-
 AIL 13/P-7.03 INDICATE COMPLIANCE WITH
 11-4.19.4 EXPOSED PIPES AND SURFACES.
 13) SHT A-7.03 DETAIL 16/A-7.03 SHOW
 KNEE CLEARANCE 11-4.24.3, SINK DEPTH 11-
 4.24.4 & EXPOSED PIPES AND SURFACES 11-
 4.24.6 FOR KITCHEN SINK.
 13) SHT P3.03 ROOF SCUPPERS, 3 AREAS OF
 THE ROOF HAVE NO SECONDARY DRAINS. SECT-
 ION 1503.4.2 OVERFLOW SCUPPERS SHALL BE
 LOCATED AS CLOSE AS PRACTICAL TO REQUIR-
 ED VERTICAL LEADERS OR DOWNSPOUST OR
 WALL AND PARAPET SCUPPERS.
 14) SHT P4.02 THE RPZ BACKFLOW REQUIRED
 FOR THE FOUNTAIN SHALL BE INSTALLED A
 MINIMUM OF 12" ABOVE GRADE. SECTION
 608.13.2
 15) SHT P5.01 WATER RISERS, AIR CHAMBERS
 ARE NOT APPROVED. REMOVE ALL AIR CHAMB-
 ERS FROM RISERS. SECTION 604.9
 16) SHT P-5.01 S/1D WASH MACHINE SHALL
 NOT DRAIN INTO THE WET VENT FOR THE BATH
 ROOM FIXTURES. WASH MACHINE SHALL DIS-
 CHARGE DOWNSTREAM OF THE WET VENTED FIX-
 TURES. SECTION 909.1
 17) SHT P-5.01 VENT FOR CONDENSATE STACK
 SHALL NOT TERMINATE IN THE A/C CLOSET IF
 THE CLOSET IS A PLENUM.
 18) SHT P-6.01 PLUMBING NOTES:
 #14 - 1/4" PER FT. REQ'D FOR 2-1/2" AND
 SMALLER PIPE. TABLE 704.1
 #18 - AIR CHAMBERS ARE NOT APPROVED.
 DELETE REFERENCE FROM NOTES. 604.9
 19) SUBMIT STORM RISER DIAGRAMS, AND A
 STORM BLDG. DRAIN ISOMETRIC SHOWING ALL
 PIPE SIZES AND SQUARE FOOTAGE AS IT ACC-
 UMULATES IN THE SYSTEM. SEC 1104.3.1.1
 20) INFORMATIONAL: IF ANY RETAIL SPACE
 WILL BE USED FOR A RESTURANT, A GREASE
 SYSTEM AND INTERCEPTOR SHALL BE REQUIRED
 21) SHTS P3.01 & P5.02 THE SANITARY BLDG
 DRAIN ISOMETRIC AND THE GROUND LEVEL
 PLUMBING PLAN DO NOT REFLECT EACH OTHER.
 SEE RED LINE MARKINGS AND MAKE CORRECT-
 IONS. SECTION 1104.2.1
 22) SHT P4.02 CONDENSATE PIPING, SECTION
 710.3 ANY PORTION OF THE DRAINAGE SYSTEM
 INSTALLED UNDERGROUND SHALL NOT BE LESS
 THAN 2".
 23) SHT P5.02 AT THE LAUNDRY ROOM, SECT-
 ION 706.3 DOUBLE SANITARY TEE PATTERNS
 SHALL NOT RECIEVE THE DISCHARGE FROM
 APPLIANCES WITH PUMPING ACTION DISCHARGE
 - TEES SHALL BE STACKED FOR WASH MACH-
 INES.
 23) ENGINEERS SHALL LEGIBLY INDICATE
 THEIR NAME,ADDRESS AND LICENSE # ON EACH
 SHEET. IF PRACTICING THROUGH A DULY
 AUTHORIZED ENGINEERING BUSINESS, ENGIN-
 EERS, ENGINEERS SHALL LEGIBLY INDICATE
 THEIR NAME AND LICENSE NUMBER, AS WELL
 AS, THE NAME, ADDRESS AND CERTIFICATE OF
 AUTHORIZATION NUMBER OF THE ENGINEERING
 BUSINESS ON EACH SHEET. A TITLE BLOCK
 WILL SATISFY THIS REQUIREMENT. FAC
 61G15-23.002(2) - FS 471.025
 25) LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW 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.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 1 Status P Date 2004-07-20 Cont ID  
Sent By alange Date 2004-03-31 Time 13:33 Rev Time 0.00
Received By mmclean Date 2004-07-20 Time 11:00 Sent To  
Notes
2005-12-02 00:00:0012/2/05-SITE PLAN APPROVAL EXPIRED ON
 AUGUST 20,
 2005-AV
2004-07-20 00:00:00APPROVED BY JOSH LONG, PLANNER 659-8031
 A4.01 & A4.02 TO BE RESUBMITTED WITH NEW
 DESIGN.


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