Plan Review Details - Permit 02070564
Plan Review Stops For Permit 02070564
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2003-03-27 Cont ID  
Sent By jwitmer Date 2003-03-27 Time 07:32 Rev Time 1.33
Received By jwitmer Date 2003-03-27 Time 07:32 Sent To  
Notes
2003-03-27 00:00:00 
 *** ISSUED PERMIT***
 -PLAN REVIEW HISTORY-
  
 PERMIT PHASE-I02070564
 PHASE-II 03011849
 ADDRESS: 1100 ELIZABETH AVE
 CONT: GLACE& CO.
 TELL # (561) 585-5564
  
 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.
  
 ****PROVISO****
  
 MECHANICAL PERMIT REQUIRED: SECTION
 411.5.4 REPAIR GARAGES,
 SHALL BE CONTINUOUSLY VENTILATED BY A
 MECHANICAL SYSTEM WITH POSITIVE MEANS OF
 BOTH INLET AND EXHAUST OF AT LEAST 0.75
 CFM PER SQ FT (0.0038 M3/M2) OF FLOOR
 AREA, CONTROLED FROM A LOCATION CLOSE TO
 THE ENTRANCE DOOR.
 BUILDING PLAN REVIEW
 JIM WITMER
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2003-03-18 Cont ID  
Sent By jwitmer Date 2003-03-18 Time 17:04 Rev Time 1.00
Received By jwitmer Date 2003-03-18 Time 17:04 Sent To  
Notes
2003-03-18 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02070564
 ADD: 1100 ELIZABETH
 CONT: GLACE & CO
 TEL: (561)585-5564
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 AS REFLECTED BY THE FIRE DEPARTMENT A
 MEETING SHOULD BE CALLED TO GO OVER THE
 ISSUES!!!!
 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)659-8096 X 8412
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-02-14 Cont ID  
Sent By jwitmer Date 2003-02-14 Time 14:44 Rev Time 3.00
Received By jwitmer Date 2003-02-14 Time 14:44 Sent To  
Notes
2003-02-14 00:00:00BUILDING PLAN REVIEW
 PERMIT:02070564
 ADD: 1100 ELIZABETH AVE
 CONT: GLACE
 TEL: (561)585-5564
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) COMMENT #2, FOR A TYPE V BUILDING
 0-3' FROM PROPERTY LINE REQUIRES A 3HR
 WALL. GROUND FLOOR PLAN INDICATES THE
 PROPERTY LINE WALL IS SECTION 8/A3.
 THIS SECTION INDICATES A H.M. DOOR?
 SEE TABLE 600 FOR RATINGS.
  
 2) COMMENT# 3 THE USAGE TO BE AUTO
 REPAIR GARAGE. SEE 411.5.3 FOR REPAIR
 GARAGES, SEE TABLE 704.1 REPAIR GARAGES
 TO HAVE A 2 HR RATING FROM OTHER OCCU-
 PANCIES, OFFICE/ RESIDENTIAL! DOOR LEAD-
 ING INTO EXISTING BUILDING, 1 1/2 HR
 PROTECTIVE. IF OTHER OPENINGS PROVIDE
 ADDITIONAL INFORMATION. SEC. 411.5.4
 REPAIR GARAGES SHALL BE CONTINUOUSLY
 VENTILATED BY A MECHANICAL SYSTEM WITH
 POSITIVE MEANS FOR BOTH INLET AND EX-
 HAUST OF AT LEAST 0.75 CFM PERSQ FT
 (0.0038 M3/S/M2) OF FLOOR AREA, CONTROLL
 ED FROM A LOCATION CLOSE TO THE ENTRANCE
 DOOR.
  
 3) COMMENT# 6 THE NEW STRUCTURE DOES NOT
 INDICATE ANY TYPE OF SHEAR WALL CONSTRUC
 TION, WHAT IS TO STOP RACKINGIF THE
 STEEL STRUCTURE IS NOT TIED TO THE EXIST
 ING STRUCTURE? INDICATE EITHER SHEER
 WALLS OR A STRUCTURAL CONNECTION TO THE
 EXISTING BUILDING, WHAT IS THE EXISTING
 BUILDING CONSTRUCTED OF?
  
 4) COMMENT# 7 PROVIDE THE COMPLETE PRO-D
 UCT TESTING FOR THE ROOF ASSEMBLIES,
 MISSING THE MECHANICAL ATTACHMENT OF
 INSULATION BOARD TO THE METAL DECKING.
 MISSING THE ATTACHMENT OF THE METAL DECK
 ING TO THE 8" CS/JOIST.
  
 5) COMMENT# 14 MISSING REPORT FOR GLASS
 BLOCK, DETAIL NOT A TESTING REPORT FOR
 LARGE MISSLE IMPACT TESTING IF THE WALL
 THICKNESS IS TO THIN, THEN STORM SHUT-
 TERS AND TESTING REPORTS WILL BE NECESS
 ARY. ALSO THE INFORMATION REQUIRED :
 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.
  
 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)659-8096 X 8412
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2002-12-23 Cont ID  
Sent By sgraham Date 2002-12-17 Time 09:56 Rev Time 3.50
Received By jwitmer Date 2002-12-23 Time 16:18 Sent To  
Notes
2002-12-23 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02070564
 ADD: 1100 ELIZABETH AVE
 CONT: GLACE & COMPANY
 TEL: (561)585-5564
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 NOTE: LOCATED IN A FIRE ZONE
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) WHAT TYPE BUILDING TYPE VI OR TYPE V
 BUILDING?
 TABLE 600 EXTERIOR NON BEQARING WALLS,
 0-3" FROM PROPERTY LINE.
 TYPE V 3HR WALL, 704.5 PARAPETS 18".
 TYPE VI 1HR WALL
  
 3) 301.2 OCCUPANCY OR USE CATEGORIES.
 WHAT WILL THIS SPACE BE USED FOR?
 IF FOR ENCLOSED PARKING GARAGES SEE
 SECTION 411.4.
 IF THIS AREA IS TO BE REPAIR GARAGE
 (REINSTALL LIFT) SEE 411.5 REPAIR
 GARAGES.
  
 4) WHAT WILL THE OCCUPANCY BE OF THE
 EXISTING BUILDING FIRST FLOOR AND SECOND
 FLOOR?
  
 5) THIS ADDITION INDICATES A-3 /1 WOOD
 STUD WALL AS A TEMP WALL. F 102.1 NO
 TYPE VI IN FIRE DISTRICT.
  
 6) PLEASE INDICATE HOW THIS ADDITION IS
 ATTACHED TO EXISTING STRUCTURE?
  
 7) MANUFACTURES INFORMATION ON "EPICORE
 ROOFING SYSTEM", ALLOWABLE SPANS,
 IMPOSED LOADS, WELDING INFORMATION,
 AND INFO FOR CONCRETE DECK AND REINFORCE
 MENT.
  
 8) SHEET S.1 DETAIL# 6 INDICATES 4 5/8"
 EXSPANSION ANCHORS THE IMPOSED LOADS NOT
 GIVEN! HAS A DERATING FACTOR BEEN FIG-
 URED IN FOR THE CLOSENESS TO EDGE
 DISTANCE?
  
 9) 1012.1.1. EGRESS DOORS ARE REQUIRED
 SWING DOORS.
  
 10) SEE 1017 FOR THE NUMBER OF EXITS
 REQUIRED FOR STORAGE, (2 EXITS REQUIRED)
  
 11) 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.
  
 12) 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.
  
 13)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.
  
 14)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) GLASS BLOCK
 B) SKY LIGHTS
 C) ROLL UP GARAGE DOORS
 D) SWING DOORS
 E) ROOFING ASSEMBLIES
 F) STORM SHUTTERS
 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. DADE COUNTY & SBCCI REPORTS
 ARE ACCEPTED.
  
 15) 1707.4.4.1 ANCHOR REQUIREMENTS:
 WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR
 ED IN ACCORDANCE WITH THE PUBLISHED
 MANUFACTURER'S RECOMMENDATIONS TO
 ACHIEVE THEDESIGN PRESSURE SPECIFIED.
 SUBSTITUTE ANCHORING SYSTEM USED FOR
 THE SUBSTRATE NOT SPECIFIED BY THE
 FENESTRATION MANUFACTURER SHALL PROVIDE
 EQUAL OR GREATER ANCHORING AS DEMONSTRA-
 TED BY ACCEPTED ENGINEERING PRACTICES.
  
 15) 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 SUPPORTS
 AT SPACING NOT TO EXCEED 3 FT OR IN
 ACCORDANCE WITH MANUFACTURER'S SPEC.
  
 16) 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.
  
 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.
  
 PHASE (I) TO BE CONSIDERED UNDER THIS
 PERMIT, PHASE (II) TO BE UNDER SEPERATE
 PERMIT. COMMENTS MAY BE ADDRESSED UNDER
 THIS PERMIT TO CORRECT DRAWINGS AND
 CODE ARTICLES.
  
 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 2 Status P Date 2003-02-07 Cont ID  
Sent By dpalmer Date 2003-02-07 Time 05:51 Rev Time 0.33
Received By dpalmer Date 2003-02-07 Time 05:51 Sent To  
Notes
2003-02-07 00:00:00********** NOTE REDLINED 2ND TIME*******
  
 PLEASE SEE ART 511 OF NEC FOR HAZARDOUS
 LOCATION IN GARAGE.
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-12-18 Cont ID  
Sent By dpalmer Date 2002-12-18 Time 09:17 Rev Time 1.00
Received By dpalmer Date 2002-12-18 Time 09:17 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2003-03-27 Cont ID  
Sent By mcarsill Date 2003-03-27 Time 09:38 Rev Time 0.00
Received By mcarsill Date 2003-03-27 Time 09:38 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2003-03-07 Cont ID  
Sent By mcarsill Date 2003-03-07 Time 14:09 Rev Time 0.00
Received By mcarsill Date 2003-03-07 Time 14:09 Sent To  
Notes
2003-03-07 00:00:00A MEETING SHOULD BE SCHEDULED WITH
 CITY OFFICIALS TO DISCUSS THESE PLANS
 AND THE SCOPE OF WORK.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2003-02-12 Cont ID  
Sent By nmccray Date 2003-02-12 Time 10:32 Rev Time 0.00
Received By nmccray Date 2003-02-11 Time 10:32 Sent To  
Notes
2003-02-12 00:00:001) PLEASE REFERENCE NFPA 88B STANDARD
 FOR REPAIR GARAGES 1997 EDITION.
  
 NATE MCCRAY, CAPTAIN
 659-8096, EXT. 8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2003-01-02 Cont ID  
Sent By mcarsill Date 2003-01-02 Time 19:09 Rev Time 0.00
Received By mcarsill Date 2003-01-02 Time 19:09 Sent To  
Notes
2003-01-02 00:00:00PLEASE REVIEW BUILDING PLAN REVIEWER
 COMMENTS. MANY OF THE SAME WOULD BE
 FROM FIRE RESCUE. PLEASE REVISE PLANS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2003-02-27 Cont ID  
Sent By dpalmer Date 2003-02-27 Time 16:15 Rev Time 0.00
Received By dpalmer Date 2003-02-27 Time 16:15 Sent To  
Notes
2003-02-27 00:00:00TO #41 ON COMM BOARD.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-01-27 Cont ID  
Sent By dpalmer Date 2003-01-27 Time 12:40 Rev Time 0.00
Received By dpalmer Date 2003-01-27 Time 12:40 Sent To  
Notes
2003-01-27 00:00:00TO COMM BOARD #6
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2002-12-18 Cont ID  
Sent By btrobaug Date 2002-12-18 Time 08:55 Rev Time 0.00
Received By btrobaug Date 2002-12-18 Time 08:54 Sent To  
Notes
2002-12-18 00:00:00TO COMM BOARD# 19./WRT.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2002-11-26 Cont ID  
Sent By btrobaug Date 2002-11-26 Time 17:59 Rev Time 0.00
Received By btrobaug Date 2002-11-26 Time 17:59 Sent To Z
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2002-12-17 Cont ID  
Sent By btrobaug Date 2002-11-26 Time 17:59 Rev Time 0.50
Received By sgraham Date   Time   Sent To B
Notes
***NONE***


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