Plan Review Details - Permit 02061029
Plan Review Stops For Permit 02061029
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2003-08-05 Cont ID  
Sent By jwitmer Date 2003-08-05 Time 07:48 Rev Time 0.25
Received By jwitmer Date 2003-08-05 Time 07:42 Sent To  
Notes
2003-08-05 00:00:00PRODUCT APPROVAL DADE COUNTY:
 "8000" SERIES MULTI TRACK POCKET AND
 BY PASS DOORSOK NEW!!!!
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 2002-10-01 Cont ID  
Sent By alange Date 2003-07-31 Time 14:00 Rev Time 1.25
Received By jwitmer Date   Time   Sent To  
Notes
2002-10-01 00:00:00 
  
 *** ISSUED PERMIT***
 -PLAN REVIEW HISTORY-
  
 PERMIT# 02061029
 ADDRESS: 7327 HORIZON DR
 CONT: A R CUSTOM HOMES
 TELL # (561)718-4176
  
 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*****
  
 THE WINDSOR 8000 SERIES 160X160X100
 90 DEGREE SLIDING DOOR TO BE SHUTTERED
 IF PRODUCT TESTING REPORT FOR LARGE
 MISSLE IMPACT IS NOT SUBSTANIATED BY
 TIME OF FRAMING INSPECTION!
 JIM WITMER
 BUILDING PLAN REVIEW
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2003-10-14 Cont ID  
Sent By btrobaug Date 2003-10-14 Time 10:54 Rev Time 0.33
Received By btrobaug Date 2003-10-14 Time 10:54 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2002-09-30 Cont ID  
Sent By btrobaug Date 2002-09-30 Time 18:03 Rev Time 0.50
Received By btrobaug Date 2002-09-27 Time 07:11 Sent To R
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2002-09-16 Cont ID  
Sent By btrobaug Date 2002-09-16 Time 10:06 Rev Time 1.00
Received By btrobaug Date 2002-09-16 Time 07:02 Sent To M
Notes
2002-09-16 00:00:00UNSAT
 ~~~~~
 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
  
 PLEASE PROVIDE INFORMATION,MAKE
 NECESSARY CHANGES ON THE PLANS AND
 RESUBMIT FOR REVIEW.
  
 1} THE RISER DIAGRAM SHOWS THE 2 1/2"
 CONDUIT LOOPING BETWEEN PANELS WITH
 3-3/0'S BETWEEN THEM,PLEASE CLARIFY.
  
 2} PLEASE INDICATE THE LOCATION OF THE
 SEOND ELECTRICAL PANEL ON THE PLAN.
  
 3} CIRCUIT #3 IN PANEL "B" SHOULD BE ON
 A 20 AMP BREAKER TO COMPLY WITH
 210-52(B) IF THAT CIRCUIT IS FOR THE
 DINING ROOM RECEPTACLES.
  
 4} SHEET 7 ONLY SHOWS 2 CONDENSING UNITS
 ON THE DRAWING BUT LISTS THREE ON THE
 PANEL SCHEDULE.
  
 5} PANEL "B" LISTS THREE AHU'S,THE LOAD
 CALCULATION LISTS TWO, PLEASE CLARIFY.
  
 6} PLEASE NOTE THAT ALL PLANS
 DRAWN BY AN ARCHITECT/ENGINEER CONTAIN-
 ING A TITLE BLOCK, MUST BE SIGNED,
 DATED AND SEALED BY THE ARCH/ENGINEER OF
 RECORD. PER FS/FAC 481.221 & 471.025
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL;
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/659-8096 EXT. 8392
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2002-07-02 Cont ID  
Sent By btrobaug Date 2002-07-02 Time 16:41 Rev Time 0.00
Received By btrobaug Date 2002-09-16 Time 06:57 Sent To R
Notes
2002-07-02 00:00:00UNSAT
 ~~~~~
 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
 PLEASE PROVIDE THE FOLLOWING
 INFORMATION,MAKE ANY NECESSARY CHANGES
 ON THE DRAWING AND RESUBMIT FOR REVIEW.
  
 1} PLEASE SUBMIT AIC RATINGS FOR
 ALL NEW EQUIPMENT BEING INSTALLED.
 MAINS/PANELS/BREAKERS MUST BE RATED FOR
 THE AVAILABLE FAULT CURRENT PER 110-9.
  
 2} PLEASE SUBMIT LOAD CALCAULATION
 -S.PER 220,215-5.
  
 3} SUBMIT A RISER DIAGRAM INDICATING ALL
 SERVICE EQUIPMENT AMPERAGE
 RATINGS,RISER CONDUIT & WIRE SIZES AND
 GROUNDING SYSTEM USED WITH GEC SIZE.
  
 4} PLEASE SHOW GARAGE RECEPTACLES PER
 210-8 ON PLANS.
  
 5} SHOW SERVICE EQUIPMENT LOCATION ON
 PLANS.
  
 6} PLEASE SHOW ALL A/C EQUIPMENT
 LOCATIONS ON ELECTRICAL
 DRAWINGS,AHU'S,CONDENSERS AND
 DISCONNECTS.
  
 7} PLEASE LIST THE REQ'D ARC
 FAULT PROTECTED CIRCUITS ON PANEL
 SCHEDULE. PER 210-12
  
 8} PLEASE LIST THE REQ'D BATH(S)
 CIRCUIT(S). PER 210-11-C-3
 MUST BE 20A AND #12AWG.
  
 9} PLEASE NOTE KITCHEN COUNTER-
 SPACE RECEPTACLES TO BE GFI PER
 210-8(A)(6). NOTE SAME ON PLANS.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/659-8096 EXT. 8392
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-07-31 Cont ID  
Sent By alange Date 2003-07-31 Time 14:00 Rev Time 0.00
Received By alange Date 2003-07-31 Time 14:00 Sent To B
Notes
2003-07-31 00:00:00TO JW DESK
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2002-09-18 Cont ID  
Sent By btrobaug Date 2002-09-30 Time 17:29 Rev Time 0.33
Received By hmoser Date 2002-09-18 Time 18:32 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2002-09-16 Cont ID  
Sent By hmoser Date 2002-09-16 Time 15:09 Rev Time 0.33
Received By hmoser Date 2002-09-16 Time 15:09 Sent To  
Notes
2002-09-16 00:00:00DENIED NO PLANS
 H.M. (561)659-8096 EXT.8390
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-06-24 Cont ID  
Sent By btrobaug Date 2002-09-16 Time 10:57 Rev Time 0.50
Received By hmoser Date 2002-06-24 Time 17:51 Sent To  
Notes
2002-06-24 00:00:00PASS/PRIVISO
 1) VARIFY TYPE OF VENTILATION USED FOR
 FRESH AIR.SECTION 402 NATURAL OR
 MECHANICAL SECTION 403
 2) NEED CALCULATIONS ON TYPE OF
 VENTILATION USED.BEFOR ROUGH
 INSPECTION
 3) REFER TO SECTION 304 FBC.GAS CODE
 COMBUSTION VENTILATION
 PLAN REVIEW BY HAROLD MOSER
 (561)659-8096 EXT.8390
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2002-10-01 Cont ID  
Sent By jwitmer Date 2002-10-01 Time 11:12 Rev Time 1.25
Received By jwitmer Date 2002-10-01 Time 11:12 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2002-09-17 Cont ID  
Sent By btrobaug Date 2002-09-30 Time 18:03 Rev Time 5.00
Received By jwitmer Date 2002-09-17 Time 13:04 Sent To  
Notes
2002-09-17 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02061029
 ADD: 7327 HORIZON DRIVE
 CONT: A. R. CUSTOM HOMES INC
 DBA MONTICELLO HOMES
 TEL: (561)721-2270
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1)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.
  
 2) 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.
  
 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.
  
 A) WINDOOR 8000
 B) THERMA TRU
 ALL PRODUCT TESTING LINES ARE TO BE
 SITE SPECIFIC SIGNED & SEALED REPORTS!
  
 THE WINDOOR REPORT FOR THE 90 DEGREE
 OPENING IS ONLY GOOD FOR THE MAXIMUM
 SIZE TESTED (52"X99"X120"), THIS REPORT
 IS ALSO ONLY FOR WIND!!!! NOT LARGE
 MISSLE RESISTANT TESTING!
  
 THE WINDOOR TESTING FOR 191.1875"X120"
 DOES NOT INDICATE THAT IT CAN BE USED
 IN THE 90 DEGREE APPLICATION FOR THIS
 SIZE OPENING NOR TESTED FOR LARGE MISSLE
 RESISTANCE IN THE 90 DEGREE CONFIGURA-
 TION.
  
 3) THE ARCH ALUMINIUM & GLASS:
 "L-3000 IMPACT WALL, WINDOW# 25 DETAIL
 6/4S4, THE DETAIL DOES NOT ELABORATE AS
 TO HOW THE 2X8 BLOCKS ARE TO BE FASTENED
 BETWEEN THE TRUSSES? THE 2X6 SUBUCK IS
 TOBE ATTACHED WITH 2 1/4X3" WOOD SCREWS?
 WHAT ARE 2 1/4X 3" WOOD SCREWS? @ WHAT
 SPACING? PROVIDE CALS FOR THE LATERAL
 WIND LOADS AS WELL AS IMPACT TESTING.
  
 THE SECOND ISSUE IS THE MULTIPLE
 VERTICAL MULLIONS TO BE USED IN THIS
 APPLICATION. THE ENGINEER DOES NOT
 STATE WHAT SIZE MULLIONS ARE TOBE USED!
 NOR DOES HE INDICATE THAT HE HAS REVIEW
 ED ANY OF THE INFORMATION PROVIDED.
  
 THE PLANS (ELEVATION) DO NOT INDICATE
 THE USE OF HORIZONTAL MULLIONS, WHERE
 AS THE NOTES OF THE WINDOW SCHEDULE
 INDICATE THE USE OF MULLIONS BUT NOT
 SIZED!
  
 4) WINDOW 36 DISCEPANCY IS THIS TO BE
 BUTT GLAZING, OR AS STATED IN NOTES,
 ALUM COL? ELEVATIONS INDICATE FIXED
 GLASS, BUT DRAWN AS BUTT GLAZED!
  
 5) DOOR# 24 POCKET SLIDING DOOR, NO
 DETAILS AS HEADER PAST THE BLOCK WALL?
  
 6) INDICATE WHAT SIZE MULLIONS ARE TO BE
 USED IN ALL CASES, VERTICAL/ HORIZONTAL.
 1707.4.5.4 STRUCTURAL SAFETY FACTOR.
 MULLIONS SHALL BE CAPABLE OF RESISTING
 A LOAD OF 1.5 TIMES THE DESIGN PRESSURE
 LOADS APPLIED BY THE WINDOW AND DOOR
 ASSEMBLIES TO BE SUPPORTED WITHOUT
 EXCEEDING THE APPROPRIATE MATERIAL
 STRESS LEVELS. IF TESTED BY AN APPROVED
 LABOTORY, THE 1.5 TIMES THE DESIGN
 PRESSURE LOAD SHALL BE SUSTAINED FOR
 10 SECONDS, & THE PERMANENT DEFORMATION
 SHALL NOT EXCEED 0.4% OF THE MULLION
 SPAN AFTER THE 1.5 TIMES DESIGN PRESSURE
 LOAD IS REMOVED.
  
 7) FL BLD CODE 2405.2 HAZARDOUS LOCATION
 PROVIDE SAFETY GLASS FOR THIS LOCATION:
 WINDOW: #20 & 36.
  
 8) SHEET# 6 NOTE ON REAR ELE ABOUT USING
 "S" TYPE CEMENT ON ROOF, PRODUCT TESTING
 REPORT SPECIFIES AS TO WHICH PRODUCTS
 ARE ACCEPTABLE, NOT TYPE "S".
  
 9)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 R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-07-30 Cont ID  
Sent By btrobaug Date 2002-09-16 Time 10:06 Rev Time 0.00
Received By jgomez Date 2002-07-30 Time 18:40 Sent To  
Notes
2002-07-30 00:00:00CHECKLIST:
 1-NEED RECORDED NOTICE OF COMMENCEMENT.
 2-PERCENTAGE OF OPENINGS AT DINING ROOM
 EXCEEDS THE PERCENTAGE ALLOWED BY
 TABLE 600 FBC 2001.
 3-STRUCTURAL DRAWINGS SHALL HAVE ALL 5
 ITEMS REQUIRED BY SEC. 1606.1.7 FBC
 4-PROVIDE COMPLETE SECTION/DETAIL THRU
 FIREPLACE AND CHIMNEY. SEC. 104.2.1.2
 CITY AMENDMENTS TO FBC 2001.
 5-PROVIDE COMPLETE BEAM & LINTEL SCHED.
 & CLEARLY IDENTIFY THEM ON PLANS.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 6-PROVIDE COMPLETE DETAILS/ SECTIONS AND
 SPECS AT FRAMING FOR SLIDING GLASS
 DOORS @ LEISURE RM, INCLUDING CORNER.
 **NOTE: TAKE INTO CONSIDERATION THE SIZE
 OF DOORS AND PRODUCT APPROVAL FOR THIS
 TYPE OF INSTALLATION, INCLUDING CORNER
 UNION BETWEEN THE TWO ASSEMBLIES. ALSO
 HURRICANE MISSILE IMPACT PROTECTION.
 7-CLEARLY INDICATE ON PLANS MASONRY WALL
 VERTICAL REINFORCEMENT. SPACING IS NOT
 CLEAR. WHY THERE IS NOT REINFORCEMENT
 AT THE ENDS OF ALL OPENINGS/. HOW ARE
 THE OPENINGS REINFORCED TO RECEIVE THE
 HURRICANE MISSILE IMPACT ASSEMBLIES?
 **WHY THERE'S ONLY ONE SHEAR BLOCK WALL
 ON ENTIRE HOUSE?
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 8-ENGINEER TO INCLUDE HIS LICENSE # AND
 TELEPHONE # ON ALL DRAWINGS AS REQ'D
 BY CHAPTER 471 FL STATUTES WHEN
 SUBMITTING PLANS FOR PUBLIC RECORDS.
 9-PROVIDE AREA TABULATION BREAKDOWN TO
 ASSESS VALUE AND RADON FEES. LIST A/C
 AREAS, PORCHES, GARAGE ETC.
 10-WHERE ARE PAGES 1 AND 2 OF THE SET OF
 DRAWINGS?.
 11-PROVIDE CURRENT DADE COUNTY OR SBCCI
 PRODUCT APPROVAL FOR:
 A)12' HIGH FIXED WINDOWS AS SHOWN ON
 PLANS. ALONG WITH CORRESPONDING VERT.
 MULLION. (MISSILE IMPACT)
 B)10' HIGH SLIDING GLASS DOORS AS SHOWN
 ON PLANS.
 C)10' HIGH SLIDING GLASS DOORS WITH
 SIDE POCKET ASSEMBLY AS SHOWN ON PLANS
 D)ACTUAL DADE COUNTY OR SBCCI PRODUCT
 EVALUATION FOR GARAGE DOOR.
 E)ROOF RIDGE VENTS.
 F)FIREPLACE UL LISTING AND SPECS.
 G)EXTERIOR SWING DOORS. EG. GARAGE, ETC.
 H)BBQ UL LISTING AND SPECS.
 I)SLIDING WINDOWS PRODUCT APPROVAL
 SUBMITTED REQUIRES STORM SHUTTERS FOR
 INSTALLATIONS BELOW 30'. SEE SHEET #2.
 CLARIFY IF PUTTING STORM SHUTTERS OR
 PROVIDE DIFFERENT PRODUCT APPROVAL.
 J)FRENCH DOORS WITH TRANSOM ABOVE SINGLE
 ASSEMBLY AS SHOWN ON PLANS. OR ENG'R
 TO PROVIDE HEADER SPECS & CONNECTORS &
 ATTACHMENT OF FRENCH DOOR AND TRANSOM
 FRAME TO SUCH MULLION TO CREATE A
 SINGLE UNIT.
 12-PROVIDE COMPLETE FRAMING DETAILS FOR
 ROUND AND ARCHED WINDOWS AT MASONRY
 WALL AND FRAMED WALL.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 13-ARCHITECTURAL DRAWINGS DON'T SPECIFY
 TYPE OF ROOF TO BE INSTALLED.
 14-PROVIDE UPLIFT CALCULATIONS AT LANAI
 COLUMN FOOTERS. SEC. 1606.1.3 FBC 2001
 15-CLEARLY KEY PLANS THAT PERTAIN TO
 THIS HOUSE. DELETE THE OTHERS.
 16-ENERGY CALCULATIONS:
 A)REVISE THE UNDER ATTIC AREA. SEE SEC.
 604.1.A.1 CHAPTER 13 FBC 2001.
 B)COMPLETE TOP OF FORM; ADDRESS, ETC.
 17-SEE PLANS FOR ADDITIONAL COMMENTS AND
 PLEASE, RETURN REVIEWED SET AFTER
 CORRECTIONS ARE DONE TO ORIGINAL DWGS
 TO EXPEDITE THE REVIEW PROCESS.
Review Stop Z ZONING
Rev No 1 Status P Date 2002-06-20 Cont ID  
Sent By sgraham Date 2002-06-20 Time 07:34 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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