Plan Review Details - Permit 04010005
Plan Review Stops For Permit 04010005
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2005-01-26 Cont ID  
Sent By rmcdouga Date 2005-01-26 Time 09:50 Rev Time 0.00
Received By rmcdouga Date 2005-01-26 Time 07:37 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2004-12-03 Cont ID  
Sent By rmcdouga Date 2004-12-03 Time 15:46 Rev Time 0.00
Received By rmcdouga Date 2004-12-03 Time 07:19 Sent To  
Notes
2004-12-03 00:00:00BUILDING REVISION DENIED
  
 1) SECTION 3 ON A11 THE INSULATION ABOVE
 THE GARAGE HAS BEEN DELETED WHICH
 COMPROMISES THE BUILDING ENVELOPE
 INSULATION.
  
 2) FBC 2504.2.1 AND ASTM C 926 REQUIRE A
 HORIZONTAL APPICATION OF STUCCO OVER
 METAL PLASTER BASE TO BE A MINIMUM OF
 5/8" THICK.SEE SECTIONS ON A11 AND A13.
  
 3) FBC 1804.1.3 REQUIRES THE BOTTOM OF
 FOOTINGS TO BE A MINIMUM OF 12" BELOW
 GRADE. REVISE WALL SECTIONS ON A11 AND
 A12.
  
 4) ASTM C 926 REQUIRES STUCCO OVER METAL
 PLASTER BASE OVER A SOLID BASE APPLIED
 ON VERTICAL TO BE 7/8" THICK. REVISE
 DETAILS 1 AND 2 ON A20.
  
 5) THE GARAGE DOOR BUCK DETAIL 2 ON A19
 WAS DELETED. PROVIDE A BUCK ATTACHMENT
 DETAIL FOR THE OVERHEAD GARAGE DOOR.
  
 6) DETAIL 3 ON A19 SPECIFIES A COUNTY
 BUILDING CODE. PLEASE REMOVE THIS
 REFRENCE AS THERE IS NOT ONE.
  
 7) THE CITY OF WEST PALM BEACH
 AMENDMENTS TO FBC TABLE 2306.1 REQUIRES
 ROOF SHEATHING TO BE NAILED WITH 8D
 COMMONS AT 6"OC AT EDGES AND
 INTERMEDIATE IN ZONES 1 AND 2. BUILDINGS
 WITH A MEAN ROOF HEIGHT OF 25'-35'
 REQUIRES 8D RING SHANK NAILS 4"OC AT
 EDGES AND 6"OC INTERMEDIATE. REVISE
 SCHEDULE ON S3.
  
 8) SEVERAL ITEMS HAVE BEEN CHANGED ON
 THE PLANS THAT WERE NOT CLOUDED AND
 NUMBERED. FOR EXAMPLE DETAIL 14 ON S5,
 PA23 STRAPS ON FLOOR JOISTS, BATHROOM
 DOOR SIZES, DOOR SWING AT GARAGE, ETC.
 IT HELPS TO EXPEDITE PLAN REVIEW WHEN
 ALL REVISED ITEMS ARE SPECIFIED.
  
 IF YOU HAVE QUESTIONS CALL:
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2004-08-30 Cont ID  
Sent By csiegber Date 2004-10-29 Time 13:54 Rev Time 0.00
Received By rmcdouga Date 2004-08-30 Time 07:42 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2004-08-10 Cont ID  
Sent By rmcdouga Date 2004-08-10 Time 14:44 Rev Time 0.00
Received By rmcdouga Date 2004-08-10 Time 14:44 Sent To  
Notes
2004-08-10 00:00:00DENIED
  
 DESIGN PRESSURES FOR THE 8X7 AND 16X7
 GARAGE DOORS EXCEED PRODUCT APPROVAL
 LIMITS. (+31.6,-39.8 AND +30.0,-33.0)
 CONTRACTOR TO BRING IN CORRECT PRODUCT
 APPROVALS BEFORE MASTER IS APPROVED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2004-02-11 Cont ID  
Sent By jwitmer Date 2004-02-06 Time 09:18 Rev Time 6.75
Received By jwitmer Date 2004-02-06 Time 09:17 Sent To PC
Notes
2004-02-06 00:00:00BUILDING PLAN REVIEW
 PLAN REVIEW- ***(4)UNIT BUILDING***
 PERMIT: 04010005
 ADD: 1100 N CONGRESS
 CONT:WCI COMMUNITIES
 CONTACT PERSON: DOUG BERK
 TEL: (561)262-3684
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 ARCH:WCI ARCHITECTURE & LAND PLANNING IN
 CONTACT: PETER SYNOYANNIS
 (954) 575-4200
  
  
 1ST REVIEW
  
 NOTE: THIS REVIEW AFTER SPEAKING WITH
 PETER SYNOYANNIS WILL BE DONE AS A R-2,
 APARTMENT OR CONDOMINIMUMS.
 IF THESE UNITS ARE TO BE SOLD AS
 CONDOMINIMUMS THE CITY WILL NEED A
 FILED COPY OF THE DECLARATION OF
 CONDOMINIMUM BEFORE A CERTIFICATE OF
 COMPLETION SHALL BE ISSUED.
  
 NOTE: IF THESE UNITS ARE REPLATTED INTO
 TRUE TOWNHOUSE UNITS, THERE ARE MANY
 VIOLATION THAT WOULD REQUIRE REDESIGN
 BEFORE A CERTIFICATE OF OCCUPANCY WOULD
 BE ALLOWED TO BE ISSUED!
  
 1) 105.3 CITY ADMINISTRATIVE CODE,
 RESIDENT INSPECTOR TO BE REQUIRED.
 CONTACT HAROLD PISKURA @ 805-6711 FOR
 MORE INFORMATION AS TO REQUIREMENTS FOR
 SEPERATION OF C.O.-ED BUILDINGS &
 CONSTRUCTION, REQUIRED STRUCTURAL
 INSPECTIONS AND PHASING.
  
 2)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 A SITE PLAN INDICATING ALL SITE
 AMENITIES WITH DIMENSIONS BETWEEN
 BUILDINGS TO BE ABLE TO CALCULATE THE
 ASSUMED PROPERTY LINE BETWEEN
 BUILDINGS,SEE TABLE 600. THIS CAN'T BE
 ACHIEVED UNDER THIS REVIEW!!!!!!!!
  
 3) 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 STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
 PLANS ARE TO BE SIGNED WITH A
 FULLSIGNATURE FROM THE ARCHETECT OF
 RECORD
 PER 481.221 WITH A MINIMUM OF FIRST AND
 LAST NAME AS SHOWN ON THE ARCHITECTS'
 LICENSE, FAC 61G1-16.003
  
 4) 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 DEFINITEY KNOWN, OR IS IN
 QUESTIONTHE BUILDING OFFICIAL MAY
 REQUIRE EXPLORATIONS, 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 GEOTECHNI-
 CAL REPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 5) FL BLD CODE CHAP 13 ENERGY EFFICENCY
 PROVIDE ENERGY CALS/ W MANUAL "J"
  
 6) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 7)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.
 ****IMPACT FEES INCREASE MARCH 1,2004,
 APPLICATION FOR PERMIT TO NOT BE
 AFFECT-ED BY THIS INCREASE WILL NEED TO
 BE
 APPLIED FOR NO LATTER THAN FEBRUARY 27,
 2004 AT 4:00PM*****
  
 8) FAIR HOUSING, 1. ACCESSIBLE ROUTE,
 INDICATE ON THE SITE PLAN, THE
 ACCESSIBLE ROUTE TO ALL ELEMENTS,
 INCLUDING CLUBHOUSE, GAZEBOES,
 DUMPSTERSPOOLS, PARKING, AND TO PUBLIC
 TRANSPOR- TATION.
 9) PROVIDE ADDITIONAL INFORMATION FOR
 FAIR HOUSING WHICH METHOD WILL BE USED
 FOR BATHROOMS TYPE A OR B. INDICATE THE
 LOCATIONS BACKING WILL BE REQUIRED, ETC.
 THE PRIMARY ENTRY DOOR OF COVERED
 DWELLING UNITS IS PART OF PUBLIC AND
 COMMON USE SPACES, THEREFORE, IT MUST
 BEON AN ACCESSIBLE ROUTE & BE
 ACCESSIBLE, I.E., MEET THE ANSI
 REQUIREMENTS OF
 4.13 DOORS. ANSI 4.13.9 LEVER OR OTHER
 EASY USE DOOR HARDWARE.
 PRIMARY ENTRY DOORS TO COVERED
 UNITS MUST BE ON AN ACCESSIBLE ROUTE,
 THRESHOLDS AT THESE DOORS MUST BE NO
 HIGHER THAN 3/4" AND MUST BE BEVELED
 WITH A SLOPE NO GREATER THAN 1:2.
 ALSO PROVIDE INFORMATION ON THE
 HARDWAREFOR THE FRONT ENTRY DOORS.
  
 10) SHEET A-1 NOTE 24 INDICATES VENTS
 REQUIRED @ 60" SEE MECH TABLE 403.3
 GARAGES SEPERATE FOR EACH DWELLING,
 100CFM PER VEHICLE. CORRECT GARAGE NOTE
 ALSO!
  
 11) SHEET A-1 FLOOR PLAN NOTE (6)
 WPB AMENDMENT 2111.1.9 WATERSTOP. WHERE
 THE EXTERIOR WALL MASONARY UNITS BEAR
 ONA CONCRETE FLOOR SURFACE, A 1.5"
 RECESS SHALL BE PROVIDED TO MINIMIZE
 WATER
 INTRUSION INTO FINISHED AREAS.
  
 12)FL BLD CODE 2405.2 HAZARDOUS
 LOCATIONPROVIDE SAFETY GLASS FOR THIS
 LOCATION: SHEET A-4 WINDOWS 6 & 9.SEE
 2405.2.1(3)
  
  
 13) SHEET A-10 TYP DETAIL 2 STORY AT
 GARAGE MISSING FLOOR INSULATION.
  
 14) PLANS MAY WANT TO CLARIFY WINDERS:
 1007.8.1 WINDERS SHALL HAVE A
 MINIMUM TREAD DEPTH OF 6" AT THE
 NARROW-EST EDGE & SHALL HAVE A MINIMUM
 TREAD
 DEPTH OF 11" AT A POINT 12" FROM THE
 NARROW EDGE. WINDERS SHALL BE PERMITTED
 TO BE USED AS A COMPONENT IN MEANS OF
 EGRESS WITHIN A DWELLING UNIT.
  
 15) SHEET A-11 SECTION 3& 4 INDICATE
 USEOF SHEATHING PER SPEC?
  
 16) SAME DETAILS ADD INFO ON THE SOFFIT
 WIRE LATH? IF HI-RIB IS TO BE USED SEE:
 2504.2.2 INSTALLATION OF EXTERIOR
 LATHING AND FRAMING SHALL COMPLY WITH
 ASTM C-1063.
  
 17) A-12 FALSE CHIMNEY DETAIL: NO
 INFORMATION ON ANCHORS NOR HOW FAR THE
 VERTICAL SUPPORTS GO OR FASTENED? NO
 DETAIL ON "S" PAGES.
  
 18)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
 B) SWING DOORS GLAZED OR SOLID
 C) OVERHEAD DOORS
 D) MULLIONS
 E) STORM SHUTTERS SEE CITY POLICY
 "LARGE PROJECT"
 F) ROOFING
 G) STRUCTURAL COMPONENTS- WOOD
 CONNECTORS, ANCHORS SEE RULE 9B-72
  
 *******IMPORTANT********
 19) PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1,
 2003ARE REQUIRED TO COMPLY WITH THE
 FLORIDA PRODUCT APPROVAL SYSTEM. FOR
 INFORMATIONPLEASE 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 FORM
 PER RULE 9B-72. SEE ATTACHMENT.
  
 20)PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE
 USEDFOR ALL NON-IMPACT GLAZING.
 FBC 1606.1.4.
  
 21)FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 PROCEDURES: 1(B) A COMPLETE
 INSTALLATIONSCHEDULE 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.
  
 22) SEE CITY IMPLEMENTATION STANDARD
 ITEM# 13"THE PRE-STORM PREPARATION
 PLAN"SEE ATTACHMENT.ITEM# 14 STORM SHUT-
 TERS NOT ALLOWED ON THE 2ND FLOOR.EITHER
 IMPACT RESISTANT GLAZING OR PERMANENTLY
 AFFIXED PROTECTION.
  
 23)1707.4.4.2 TAPERED BUCKS:
 SHALL EXTEND BEYOND THE INTERIOR FACE
 OF THE WINDOW OR DOOR FRAME SUCH THAT
 FULL SUPPORT OF THE FRAME IS SUPPORTED.
 THIS IS FOR BOTH WINDOWS AND DOORS!
  
 24) S-1 MONO SLAB REIN:
 FL BLDG 1909.3 (EXEPTION# 2)
 CONCRETE SLABS ON GRADE CONTAINING 6X6/
 W1.4XW1.4 WELDED WIRE REINFORCEMENT
 FABRIC LOCATED IN THE MIDDLE TO THE
 UPPER 1/3RD OF THE SLAB SHALL BE SUP-
 PORTED BY APPROVED MATERIALS OR
 SUPPORTSAT SPACING NOT TO EXCEED 3 FT
 OR IN
 ACCORDANCE WITH MANUFACTURER'S SPEC.
  
 25)1609.4.3 LOAD REDUCTION.
 WHEN STRUCTURAL EFFECTS DUE TO TWO OR
 MORE LOADS IN COMBINATION WITH DEAD
 LOADARE INVESTIGATED IN LOAD
 COMBINATIONS OF1609.4.1 OR 1609.4.2,
 THE COMBINED
 EFFECTS DUE TO THE TWO OR LOADS MULTI-
 PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD
 LOADS SHALL NOT BE LESS THAN THE
 EFFECTSFROM THE LOAD COMBINATION OF THE
 DEAD
 LOAD PLUS THE LOAD PRODUCING THE
 LARGESTEFFECTS. RE-EVALUATE TRUSS
 ANCHORSCHEDULE. USE CURRENT SIMPSON
 "HIGH WINDEDITION, 11/2002.
 UPDATE ANCHOR TYPES, HUGHES IS NO
 LONGER IN BUSINESS,NOW USP!NEW VALUES!
  
 26) SHEET S-2/ S-5 BUCKETS & BRACKET
 DETAILS REQUIRE PRODUCT TESTING REPORTS
 EITHER STATEWIDE OR SITE SPECIFIC
 REPORT!RULE 9B-72.010(29)(G)STRUCTURAL
 COMPONENTS.
 27) S-3 DOOR & WINDOW WIND PRESSURE
 CHART WITH WRONG WALL AREA ZONES 1 & 2
 ARE ROOF ZONES, SHOULD READ 4 & 5 FOR
 THE INTERIOR AND END ZONES.
  
 28) SHEET S4 DETAIL (1)INDICATES A
 GABLE END TRUSS. THERE IS NO LATERAL
 BRACING ON THE GABLE TRUSS. PROVIDE THE
 TRUSS ENGINEERING SHEETS WITH ALL LOAD-
 ING CASES. TRUSS ENGINEERING TO BE
 SIGNED AND SEALED.
  
 29) S-3 NOTE NO MENTION OF THE TRUSS
 BOTTOM LIVE LOAD OF 10 LBS LIVE LOAD,
 TABLE 1604.1 ATTICS WITHOUT STORAGE.
  
 30)FL BLD CODE 2309.6 ATTIC ACCESS, PRO-
 VIDE ATTIC ACCESS 20"X36".
  
 31) 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.
  
 32)301.13.1 GROUND MOUNTED A/C UNITS:
 GROUND-MOUNTED UNITS FOR R3 RESIDENTIAL
 APPLICATIONS MAY BE ANCHORED WITH # 14
 SCREWS WITH GASKETED WASHERS ACCORDING
 TO THE FOLLOWING:
 1) FOR UNITS WITH SIDES LESS THAN 12",
 ONE SCREW SHALL BE USED AT EACH SIDE OF
 THE UNIT.
 2) FOR UNITS BETWEEN 12" & 24", TWO
 SCREWS SHALL BE USED PER SIDE.
 3) FOR UNITS BETWEEN 24" & 36", THREE
 SCREWSSHALL BE USED PER SIDE.
 4) FOR UNITS GREATER THAN 36" OR 5 TONS
 ANCHORAGE SHALL BE DESIGNED IN ACCOR-
 DANCE WITH 301.13 MECH (140 MPH).
  
 33) GARAGE SWING DOOR NOT LISTED ON
 SCHEDULE, 3/4 RATING REQUIRED 411.2.6,
 705.1.3.5 FIRE DOORS SHALL BE EQUIPPED
 WITH AN APPROVED CLOSER.
  
 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.
 JIM WITMER
 BUILDING PLAN REVIEW
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2005-01-13 Cont ID  
Sent By dpalmer Date 2005-01-13 Time 16:27 Rev Time 0.30
Received By dpalmer Date 2005-01-13 Time 16:27 Sent To  
Notes
2005-01-13 00:00:00RESTAMPED E-2 FOR GEC REV AND SEC'S.
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2004-08-11 Cont ID  
Sent By btrobaug Date 2004-08-11 Time 17:32 Rev Time 0.75
Received By btrobaug Date 2004-08-11 Time 17:32 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2004-01-12 Cont ID  
Sent By dpalmer Date 2004-01-12 Time 13:52 Rev Time 1.00
Received By dpalmer Date 2004-01-12 Time 13:45 Sent To  
Notes
2004-01-12 00:00:00********** UNSAT ****************
  
 1)NOTE: PLEASE HAVE PLANS SIGNED, DATED
 AND SEALED BY ENGINEER OF RECORD.
 PLEASE SEE MISSING LICENSE INFORMATION
 AS REQ'D UNDER FAC 61G15-23.002/ FS 471.
 .025.
 PLEASE ALSO SEE FS 471.023(IF APPLICABLE
  
 2)NOTE: PLEASE LIST THE REQ'D DEDICATED
 BATH(S) CIRCUIT(S) PER 210.52D/210.11C3
  
 3)NOTE: PLEASE SEE PLANS SHOWS "J" BOX
 AT LOCATION WHERE A MIN LT FIXTURE
 MAY BE REQ'D UNDER LS 101 5-8. PLEASE
 ALSO SEE 210.70
  
 4)NOTE: PLEASE SEE RISER, SHOWS FEEDER
 CONDUIT IN PVC OR EMT, PLEASE SEE THAT
 EMT IS NOT PERMITTED FOR DIRECT BURIAL.
 THIS IS ALSO NOT PERMITTED UNDER LOCAL
 AMENDMENTS.
  
 5)NOTE: PLEASE CLARIFY COLD WATER AS
 PART OF THE GROUNDING ELECTRODE SYSTEM.
  
  
 6)NOTE: PLEASE LIST THE REQ'D HEIGHTS
 PER FHAR 24CFR100.205
  
 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]
 PLEASE SEE PLANS REFERENCE THE 1999 NEC
 WE ARE UNDER THE 2002 NEC.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2004-01-08 Cont ID  
Sent By mamini Date 2004-01-08 Time 11:01 Rev Time 1.00
Received By mamini Date 2004-01-08 Time 11:00 Sent To  
Notes
2004-01-08 00:00:00PASSED:
 1. SEE PERMIT # 03101412 FOR UNDERGROUND
 UTILITIES AND SITE WORK (PLAN REVIEW).
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2004-12-01 Cont ID  
Sent By nmccray Date 2004-12-01 Time 12:53 Rev Time 0.00
Received By nmccray Date 2004-12-01 Time 12:53 Sent To  
Notes
2004-12-01 00:00:00REVISION DATED 10/25/04
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2004-08-30 Cont ID  
Sent By nmccray Date 2004-08-30 Time 10:24 Rev Time 0.00
Received By nmccray Date 2004-08-30 Time 10:24 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2004-01-08 Cont ID  
Sent By mcarsill Date 2004-01-08 Time 17:36 Rev Time 0.00
Received By mcarsill Date 2004-01-08 Time 17:36 Sent To  
Notes
2004-01-08 00:00:001) WET FIRE HYDRANTS ARE REQUIRED
 PRIOR TO, DURING AND AFTER CONSTRUCTION.
  
 2) BUILDING ADDRESSES ARE REQUIRED.
 COULD NOT LOCATE THEM ON ELEVATION
 DRAWINGS.
  
 3) ENTRY DOORS SHOULD BE AT LEAST
 20 MINUTE FIRE RATED.
  
 4) PLEASE VERIFY IF ONE HOUR TENANT
 DEMISING WALLS WILL BE ACCEPTED BY
 THE CONSTRUCTION SERVICES DEPARTMENT.
 ONE HOUR WALLS ARE ALLOWED IN APARTMENTS
 BUT TOWNHOMES USUALLY REQUIRE TWO
 HOUR TENANT DEMISING WALLS. ARE THESE
 UNITS RENTALS OR ARE THEY GOING TO BE
 SOLD AND BE FEE SIMPLE. PLEASE ADVISE.
  
 5) ANY AND ALL THREE STORY BUILDINGS
 IN THE DEVELOPMENT WILL REQUIRE FIRE
 SPRINKLER PROTECTION.
  
 6) IF SECURITY GATES ARE PROVIDED,
 TWENTY FEET IN CLEAR WIDTH WILL BE
 REQUIRED FOR FIRE RESCUE ACCESS. A
 KNOX-BOX KEY SWITCH WILL BE REQUIRED.
  
 7) COULD NOT LOCATE FIRE EXTINGUISHERS.
 PLEASE ADVISE LOCATIONS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2005-02-22 Cont ID  
Sent By adarroug Date 2005-02-22 Time 08:49 Rev Time 0.00
Received By adarroug Date 2005-02-22 Time 08:49 Sent To M
Notes
2005-02-22 00:00:00TO PKRAUSS DESK
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2005-01-06 Cont ID  
Sent By mjacobs Date 2005-01-06 Time 14:43 Rev Time 0.00
Received By mjacobs Date 2005-01-06 Time 14:43 Sent To  
Notes
2005-01-06 00:00:00TO "COMM BD#39/RESUB.
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2004-10-29 Cont ID  
Sent By csiegber Date 2004-10-29 Time 13:54 Rev Time 0.00
Received By csiegber Date 2004-10-29 Time 13:54 Sent To B
Notes
2004-10-29 00:00:00TO RM DESK/MASTER/REVISION
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2004-08-26 Cont ID  
Sent By csiegber Date 2004-08-26 Time 11:35 Rev Time 0.00
Received By csiegber Date 2004-08-26 Time 11:35 Sent To M
Notes
2004-08-26 00:00:00TO PK DESK/PER RM
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2004-08-06 Cont ID  
Sent By csiegber Date 2004-08-06 Time 10:20 Rev Time 0.00
Received By csiegber Date 2004-08-06 Time 10:20 Sent To  
Notes
2004-08-06 00:00:00TO COMM BD#47
 MASTER 4 PLEX/B,E,P,M,FIRE
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2004-02-06 Cont ID  
Sent By csiegber Date 2004-01-02 Time 12:01 Rev Time 0.00
Received By jwitmer Date 2004-01-02 Time 12:01 Sent To  
Notes
2004-01-02 00:00:00TO COMM BD#17
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2004-12-01 Cont ID  
Sent By pkrauss Date 2004-12-01 Time 17:00 Rev Time 0.45
Received By pkrauss Date 2004-12-01 Time 16:29 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2004-08-26 Cont ID  
Sent By pkrauss Date 2004-08-26 Time 13:12 Rev Time 0.30
Received By pkrauss Date 2004-08-26 Time 13:12 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status N Date 2004-08-11 Cont ID  
Sent By csiegber Date 2004-08-26 Time 11:35 Rev Time 0.35
Received By pkrauss Date 2004-08-11 Time 10:45 Sent To  
Notes
2004-08-11 00:00:00PLANS SUBMITTED ARE APPROVED.MANUAL J
 CALCULATIONS INDICATE TOTAL COOLING LOAD
 CALCUALTION AS 27,323 BTUH THE ENERGY
 CALCS INDICATE 62,000 BTU/HR.ENERGY
 CALCULATIONS ALSO INDICATE A CREDIT FOR
 CROSS VENTILATION.CROSS VENTILATION
 CREDIT SHALL COMPLY WITH 2001 FBC
 CHAPTER 13 SUB-CHAPTER 607.1.A.3.1.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2004-08-10 Cont ID  
Sent By rmcdouga Date 2004-08-10 Time 14:41 Rev Time 0.00
Received By rmcdouga Date 2004-08-10 Time 14:41 Sent To  
Notes
2004-08-10 00:00:00OK PER PATTY KRAUSS 7/2/04
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2004-01-29 Cont ID  
Sent By pkrauss Date 2004-01-29 Time 08:56 Rev Time 1.25
Received By pkrauss Date 2004-01-29 Time 08:10 Sent To  
Notes
2004-01-29 00:00:00DENIED:
 1.PLANS ARE REQUIRED TO BE SIGNED,
 SEALED AND DATED BY THE ENGINEER PER
 FS 471.025 & THE FAC 61G15-23.002.
  
 2.PROVIDE ADDITIONAL INFORMATION ON
 THE CEILING/FLOOR & CEILING/ROOF
 ASSEMBLIES.ARE THESE FIRE RATED
 ASSEMBLIES?PLEASE PROVIDE DETAIL & UL
 ASSEMBLY LISTING.
  
 3.PLAN SHEET M-1 UNIT A INDICATES A
 RETURN AIR DUCT PENETRATING THE FIRE
 RATED WALL AT THE GARAGE.FIRE DAMPER
 REQUIRED WHERE DUCTS PENETRATE FIRE
 RATED WALLS OR CEILING/FLOOR ASSEMBLIES.
  
 4.PLAN SHEET M-1, RETURN AIR JUMPERS
 ARE NOT SIZED PROPERLY. SEE THE ATTACHED
 SCHEDULE FOR PROPER SIZING PER 2001
 FBC(M) 601.4 EXCEPTIONS 1 THROUGH 3.
  
 5.PLEASE PROVIDE OUTSIDE AIR
 CALCULATIONS PER 2001 FBC(M) 403.3.
 PLEASE NOTE THE ONLY BUILDINGS EXEMPT
 FROM PROVIDING OUTSIDE AIR ARE R-3, ONE
 AND TWO FAMILY DWELLINGS.
  
 6.INDICATE OUTSIDE AIR DUCT SIZE,
 MATERIAL, LAYOUT AND INTAKE ON PLAN.
  
 7.ENERGY AND MANUAL J CALCULATIONS
 REQUIRED FOR APPROVAL PER 2001 FBC
 CHAPTER 13.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop P PLUMBING
Rev No 5 Status P Date 2005-01-20 Cont ID  
Sent By jleech Date 2005-01-20 Time 10:52 Rev Time 1.00
Received By jleech Date 2005-01-20 Time 10:52 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 4 Status F Date 2004-11-29 Cont ID  
Sent By kstevens Date 2004-11-29 Time 06:21 Rev Time 0.82
Received By kstevens Date 2004-11-29 Time 06:21 Sent To  
Notes
2004-11-29 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
  
 1) SHTS P-1 AND P-3 SHOWER IN UNIT "A"
 IS NOT VENTED. SECTION 902.1
  
  
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 3 Status P Date 2004-08-27 Cont ID  
Sent By kstevens Date 2004-08-27 Time 09:34 Rev Time 1.25
Received By kstevens Date 2004-08-27 Time 09:33 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2004-08-19 Cont ID  
Sent By kstevens Date 2004-08-19 Time 10:27 Rev Time 2.50
Received By kstevens Date 2004-08-19 Time 10:27 Sent To  
Notes
2004-08-19 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
  
 1) SHT P-1 DOMESTIC WATER SUPPLY DETAIL
 SHOWS THE WATER SUPPLY UNDER THE SLAB &
 SHOWS AN ADAPTOR FROM PVC TO CPVC. SUB-
 MIT MANUFACTURER'S SPECIFICATION FOR
 ADAPTOR SHOWING APPROVAL FOR UNDER SLAB
 INSTALLATION. SECTION 606.22.2
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2004-01-20 Cont ID  
Sent By kstevens Date 2004-01-20 Time 17:16 Rev Time 1.00
Received By kstevens Date 2004-01-20 Time 17:16 Sent To  
Notes
2004-01-20 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FHA-98 DESIGN MANUAL
 FLORIDA ADMIN. CODE
 FLORIDA STATUTES
  
 1) INDICATE SPECIFICATION "A" OR "B" AS
 REQUIRED IN FHA DESIGN MANUAL REQUIRE-
 MENT 7B PAGES 7.34 & 7.35.
 2) SHOW LAV HEIGHT PER FHA DESIGN MANUAL
 PAGE 9512 SECTION "V".
 3) SHT A-15 GRAP BAR BLOCKING DETAILS
 SHALL REFLECT BACKING IN CHAPTER 6 OF
 THE FHA DESIGN MANUAL.
 4) A SANITARY AND A WATER RISER DIAGRAM
 ARE REQUIRED PER SECTION 104.3.1.1
 5) SHT P-1 CLEANOUT IN UNIT #3 NOT RE-
 QUIRED AND IS NOT ACCESSIBLE.
 6) SHT P-1 SANITARY PIPING IS FAINT AND
 UNREADABLE. SUBMIT INFORMATION WITH
 CLAIRITY. 104.2.1
 7) SHT P-1 CLEANOUT REQUIRED NEAR THE
 JUNCTION OF BLDG DRAIN AND BLDG SEWER &
 CAN BE A TWO WAY C/O. SECTION 708.3.5
 8) PROFESSIONAL ENGINEER SHALL SIGN HIS
 NAME AND AFFIX HIS SEAL TO ALL PLANS,
 SPECIFICATIONS, REPORTS AND FINAL BID
 DOCUMENTS PROVIDED TO THE OWNER OR THE
 OWNER'S REPRESENTATIVE, OR OTHER DOCU-
 MENTS PREPARED OR ISSUED BY SAID REGIS-
 TRANT AND BEING FILED FOR PUBLIC RECORD.
 THE DATE THAT THE SIGNATURE AND SEAL IS
 AFFIXED AS PROVIDED HEREIN SHALL BE EN-
 TERED ON SAID PLANS, SPECIFICATIONS, RE-
 PORTS, OR OTHER DOCUMENTS IMMEDIATELY
 UNDER THE SIGNATURE OF THE PROFESSIONAL
 ENGINEER, FAC 61G15-23.002(1) & FS 471
  
 EACH SHEET OF PLANS AND PRINTS WHICH
 MUST BE SEALED UNDER THE PROVISIONS OF
 CHAPTER 471 SHALL BE SEALED, SIGNED AND
 DATED BY THE PROFESSIONAL ENGINEER IN
 RESPONSIBLE CHARGE. FAC 61G15-23.002(2)
  
 ENGINEERS SHALL LEGIBLY INDICATE THEIR
 NAME, ADDRESS AND LICENSE NUMBER 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)
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop REV REVISIONS
Rev No 1 Status N Date 2004-12-06 Cont ID  
Sent By rmcdouga Date 2004-12-06 Time 08:30 Rev Time 0.00
Received By rmcdouga Date 2004-12-06 Time 07:21 Sent To  
Notes
2004-12-06 00:00:00TRUSSES
  
 1) THE TRUSS PACKAGE IS REQUIRED TO HAVE
 THE ORIGINAL WET SIGNATURE OF THE TRUSS
 ENGINEER IN ADDITION TO THE EMBOSSED
 SEAL AND DATE ON THE LAYOUT AND EACH
 SHEET OF THE TRUSS DRAWINGS. SEE FAC
 61G15-23.002. A COVER OR INDEX SHEET
 MEETING THE REQUIREMENTS OF 61G15-31.003
 IS ACCEPTABLE.
  
 2) NO REDLINE CORRECTIONS ARE ALLOWED TO
 DOCUMENTS SUBMITTED FOR MASTER PLANS.
 MAKE CORRECTIONS TO THE ORIGINAL TRUSS
 DRAWINGS.
  
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop Z ZONING
Rev No 1 Status N Date 2004-12-06 Cont ID  
Sent By rmcdouga Date 2004-08-10 Time 14:36 Rev Time 0.00
Received By rmcdouga Date 2004-08-10 Time 14:36 Sent To  
Notes
2004-08-10 00:00:00OK PER ERIC SNIDER 7/21/04RM


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