Plan Review Details - Permit 02061040
Plan Review Stops For Permit 02061040
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2002-12-24 Cont ID  
Sent By sthyng Date 2003-03-18 Time 13:16 Rev Time 1.25
Received By jwitmer Date   Time   Sent To  
Notes
2002-12-24 00:00:00 
  
 *** ISSUED PERMIT***
 -PLAN REVIEW HISTORY-
  
 PERMIT# 02061040
 ADDRESS: 267 BARCELONA RD
 CONT: HOME TECHNICAL SERVICES
 TELL # (561)575-5758
  
 THE ATTACHED COMMENTS ARE PART OF THE
 PERMIT AND PLAN REVIEW PACKAGE AND ARE
 NOT TO BE REMOVED FROM THE ISSUED SET OF
 PLANS.104.2.1.2 ADMINISTRATIVE CODE.
 BUILDING PLAN REVIEW
 JIM WITMER
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2002-12-09 Cont ID  
Sent By btrobaug Date 2002-12-20 Time 18:23 Rev Time 3.00
Received By jwitmer Date 2002-12-02 Time 13:54 Sent To  
Notes
2002-12-02 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02061040
 ADD: 267 BARCELONA RD
 CONT: HOME TECHNICAL SERVIVES
 TEL: (561)575-5758
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) 3401.7.1.3 WHERE THE EXISTING BUILD-
 ING AND THE ADDITION ARE NOT SEPERATED
 BY A FIREWALL AND THE ADDITION IS LESS
 THAN 25% OF THE AREA OF THE EXISTING
 BUILDING, THE ADDITION SHALL CONFORM TO
 ALL REQUIREMENTS OF THIS CODE APPLICABLE
 TO THE BUILDING OF THE COMBINED AREA OF
 THE EXISTING BUILDING AND ADDITION.
  
 THE USE OF THE EXISTING WINDOWS ON THE
 NEW CONSTRUCTION SHALL REQUIRE SITE
 SPECIFIC ENGINEERING.THERE IS 2 REQUIRE-
 MENTS TO BE MET, (1) FOR WIND & (2) FOR
 LARGE MISSLE IMPACT TESTING. IF SITE
 SPECIFIC ENGINEERING ISFOR WIND ONLY THE
 LARGE MISSLE REQUIREMENT MUST BE MET
 WITH STORM SHUTTERS.
  
 SITE SPECIFIC ENGINEERING (PRODUCT
 APPROVAL) REQUIRES THE WET SIGNATURE,
 DATE AND EMBOSSED SEAL OF THE ENGINEER
 CERTIFYING THE PRODUCT AND SIGNATURE
 AND SEAL OF THE DESIGN PROFESSIONAL
 OF RECORD. SEE CITY FORM.
  
 2)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.
 FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED. MISSING REPORTS:
 A) FRENCH DOORS W/ SIDELITES
 B) SINGLE HUNG WINDOW
 C) OCTOGON WINDOW ASSUMED (FIXED)
 D) STORM SHUTTERS
 E) ROOFING ASSEMBLIES
  
 3) 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.
  
 4)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.
  
 5)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. SEE SHEET
 A-2, ENG 9 & 12.
  
 6)905.2.1 RESIDENTIAL SMOKE ALARMS:
 NFPA 72.A-8-1.2.1 IN FAMILY UNITS WITH
 MORE THAN ONE BEDROOM AREA OR WITH BED-
 ROOMS ON MORE THAN ONE FLOOR, MORE THAN
 ONE SMOKE DETECTOR IS REQUIRED.
  
 7) 905.2.2 WHERE THE DWELLING OR
 DWELLING UNIT CONTAINS MORE THAN ONE
 STORY, DETECTORS ARE REQUIRED ON EACH
 STORY, LOCATED IN CLOSE PROXIMITY TO THE
 STAIRWAY LEADING TO THE FLOOR ABOVE.
  
 8)1012.5 GROUP R-3 LANDING WIDTH SHALL
 BE NO LESS THAN THE DOOR WIDTH IT SERVES
 AND THE DEPTH SHALL BE NO LESS THAN 36"
 THE LANDING MAY BE ONE STEP LOWER THAN
 THE INSIDE FLOOR LEVEL BUT NOT MORE THAN
 7" LOWER. PLANS DO NOT SHOW THE OUTSIDE
 STOOP.
  
 9)1203.4.2 EVERY TOLIET ROOM SHALL
 HAVE WINDOWS AS SPECIFIED FOR HABITABLE
 ROOMS PROVIDING IN NO CASE LESS THAN 3
 SQ FT OPEN SPACE, OR HAVE APPROVED EQUIV
 ALENT VENTILATION. MECH CODE 402.3.1
 REQUIRES MECHANICAL VENTILATION PER
 SEC 403. PRIVATE DWELL/ BATHROOMS,
 MECHANICAL EXHAUST CAPACITY OF 50 CFM
 INTERMITTTENT OR 20 CFM CONTINUOUS.
  
 10)PROVIDE ENERGY CALCULATIONS AND
 EQUIPMENT SIZING CALCULATIONS (MANUAL J)
 AS REQUIRED BY THE 2001 FLORIDA ENERGY
 EFFICIENTCY CODE FOR BUILDING CONSTRUC-
 TION. FORM 600-C.
  
 11)TABLE 2306.1 PALM BEACH COUNTY
 AMENDMENTS
 ROOF SHEATHING NAILING REQUIREMENTS
 < 25' MEAN ROOF HEIGHT
 ZONE 1 & 28D COMMON
 6" EDGES & 6" INTERMEDIATES
  
 ZONE 38DCOMMON
 4" EDGES & 6" INTERMEDIATES
  
 12) ENG. TO REVIEW CONNECTOR SCHEDULE,
 VALUE ON CONNECTORS (A&E) F1 & F2 ARE
 HIGH, (K&L) UPLIFT IS HIGH. 2002 CATOLOG
  
 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. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING 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
 PLAN REVIEW
 TEL: (561)659-8096 EX.8412
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2002-07-09 Cont ID  
Sent By sgraham Date 2002-11-25 Time 16:06 Rev Time 1.50
Received By jwitmer Date 2002-07-09 Time 17:13 Sent To  
Notes
2002-07-09 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02061040
 ADD: 267 BARCELONA ROAD
 CONT: HOME TECHNICAL SERVICES INC
 TEL: (561) 575-5758
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) 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 A-1,A-2 SEAL COPIED.
  
 2)FIGURE 1606 WIND-BORNE DEBRIS
 REGION; INDICATES THAT W.P.B. CITY OF IS
 LOCATED IN THE 140 MPH ZONE. PLANS ARE
 TO INDICATE THIS.
  
 3)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.
  
 4) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED.MISSING REPORTS:
 A) FRENCH DOORS
 B) ROOFING ASSEMBLIES, INCLUDING
 BUILT UP ROOFS, INSULATION ETC
 C) STORM SHUTTERS, INSTALATION SCHED-
 ULE & KEY PLAN.
 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.
  
 5)SITE SPECIFIC ENGINEERING (PRODUCT
 APPROVAL) REQUIRES THE WET SIGNATURE,
 DATE AND EMBOSSED SEAL OF THE ENGINEER
 CERTIFYING THE PRODUCT AND SIGNATURE
 AND SEAL OF THE DESIGN PROFESSIONAL
 OF RECORD.
  
 6)1503.3 COPING. PARARET WALLS SHALL
 BE PROPERLY COPED WITH NONCOMBUSTIBLE
 MATERIALS OF A WIDTH NO LESS THAN THE
 THICKNESS OF THE PARAPET WALL.
  
 7)1503.4.2 OVERFLOW DRAINS SHALL BE
 THE SAME SIZE AS ROOF DRAINS, INSTALLED
 WITH THE INLET FLOW LINE LOCATED 2"
 ABOVE THE LOWEST POINT OF THE ROOF LINE.
 OVERFLOW SCUPPERS SHALL BE A MINIMUM OF
 4"IN HEIGTH AND SHALL BE PLACED IN WALLS
 OR PARARETS WITH THE INLET FLOW LINE
 NOT LESS THAN 2" ABOVE THE ROOF SURFACE.
  
 8)1503.4.4 PROTECTION AGAINST DECAY &
 TURMITES. 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.
  
 9)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
 HEIGTH IN ACCORDANCE WITH TABLE 1511.7.
  
 10)1503.4 ROOF DRAINS UNLESS ROOFS ARE
 SLOPED TO DRAIN OVER THE ROOF EDGE, ROOF
 DRAINS SHALL BE INSTALLED AT THE LOWEST
 POINT OF THE ROOF. WHERE REQUIRED FOR
 ROOF DRAINAGE,SCUPPERS SHALL BE LOCATED
 AS DETERMINED BY THE ROOF SLOPE AND CON-
 TRIBUTING ROOF AREA.
  
 11)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. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING 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
 PLAN REVIEW
 TEL: (561)659-8096 EX.8412
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2003-03-19 Cont ID  
Sent By btrobaug Date 2003-03-19 Time 13:41 Rev Time 1.00
Received By btrobaug Date 2003-03-19 Time 13:41 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2002-11-07 Cont ID  
Sent By sthyng Date 2003-03-18 Time 13:17 Rev Time 0.50
Received By btrobaug Date 2002-11-07 Time 18:01 Sent To Z
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2002-06-26 Cont ID  
Sent By btrobaug Date 2002-11-07 Time 18:01 Rev Time 0.00
Received By btrobaug Date 2002-11-07 Time 17:57 Sent To  
Notes
2002-06-26 00:00:00 
 UNSAT
 ~~~~~
 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
 PLEASE PROVIDE THE FOLLOWING AND
 RESUBMIT FOR REVIEW:
  
 1} PLEASE PROVIDE A LOAD CALCULATION FOR
 THE SERVICE INDICATING THE EXISTING
 LOAD AND ALL ADDITIONAL LOADS PER
 220-31.
  
 2} THE DRAWINGS MUST COMPLY 104.2.1 FL.
 BUILDING CODE.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 561/659-0896 EXT. 8392
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2002-06-26 Cont ID  
Sent By btrobaug Date 2002-06-26 Time 11:17 Rev Time 0.00
Received By btrobaug Date 2002-06-26 Time 11:17 Sent To  
Notes
2002-06-26 00:00:00SEE STAMP ON PLANS DATED6/18/02 BY E.
 STILLLINGS./WRT.
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2003-03-20 Cont ID  
Sent By sthyng Date 2003-03-20 Time 09:26 Rev Time 0.00
Received By sthyng Date 2003-03-20 Time 09:26 Sent To M
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-03-18 Cont ID  
Sent By sthyng Date 2003-03-18 Time 13:16 Rev Time 0.00
Received By sthyng Date 2003-03-18 Time 13:16 Sent To E
Notes
2003-03-18 00:00:00TO BT DESK
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2002-12-20 Cont ID  
Sent By btrobaug Date 2002-12-20 Time 18:23 Rev Time 0.00
Received By btrobaug Date 2002-12-19 Time 18:23 Sent To B
Notes
2002-12-20 00:00:00TO JIM W./WRT.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2002-11-07 Cont ID  
Sent By btrobaug Date 2002-11-07 Time 18:00 Rev Time 0.00
Received By btrobaug Date 2002-11-07 Time 18:00 Sent To E
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2003-03-26 Cont ID  
Sent By pkrauss Date 2003-03-26 Time 16:10 Rev Time 0.35
Received By pkrauss Date 2003-03-26 Time 16:10 Sent To  
Notes
2003-03-26 00:00:00AS BUILT
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-06-27 Cont ID  
Sent By sthyng Date 2003-03-20 Time 09:26 Rev Time 0.25
Received By pkrauss Date 2002-06-27 Time 07:37 Sent To B
Notes
2002-06-27 00:00:00MECHANICAL PERMIT 02061042
Review Stop Z ZONING
Rev No 1 Status P Date 2002-11-25 Cont ID  
Sent By btrobaug Date 2002-11-07 Time 18:12 Rev Time 0.25
Received By sgraham Date   Time   Sent To B
Notes
***NONE***


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