Plan Review Details - Permit 01091364
Plan Review Stops For Permit 01091364
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2002-03-27 Cont ID  
Sent By jwitmer Date 2002-03-27 Time 18:08 Rev Time 1.00
Received By jwitmer Date   Time   Sent To  
Notes
2002-03-27 00:00:00TRUSS REVISIONS 3/27/02 OKJW
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2002-03-12 Cont ID  
Sent By jwitmer Date 2002-03-12 Time 16:41 Rev Time 4.00
Received By jwitmer Date   Time   Sent To  
Notes
2002-03-12 00:00:00BUILDING PLAN REVIEW
 PERMIT 01091364
 6199-6225 EATON ST.
  
 TRUSS PLANS: PROVISO
 ARCH SHEET 10, WOOD TO WOOD STRAP
 SCHEDULE. WOOD STRAP SCHEDULE INDICATES
 A WA-1, WA-2 & WA-3. PLANS INDICATE A
 WA-4 & WA-5 WHICH ARE MISSING FROM THE
 SCHEDULE. PROVIDE ADDITIONAL INFORMATION
 FOR TIE DOWN SCHEDULE.
  
 THE SECOND ISSUE THE RIVOT TRUSS ANCHOR
 SSCHEDULEA-2 INDICATE THE USE OF (2)
 TAPL 16 ANCHORS ON A DOUBLE MEMBER TRUSS
 THE MANUFACTURE INDICATE THAT THEY ARE
 NOT TO BE PLACED CLOSER THAN 8" O.C.
 WHEN USED CLOSER THAN 8"O.C. A DERATING
 FACTOR OCCURS, SHALL REQUIRE WHAT THE
 COMBINED LOAD SHALL BE?
  
 JIM WITMER
 BUILDING PLAN REVIEW
 (561) 659_8096 X 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2001-12-10 Cont ID  
Sent By jwitmer Date 2001-12-10 Time 10:45 Rev Time 3.25
Received By jwitmer Date 2001-12-10 Time 08:43 Sent To  
Notes
2001-12-10 00:00:00BUILDING PROVISO:
 TRUSS ENGINEERING:
 TRUSS ENGINEERING TO BE REVIEWED BY THE
 ARCHITECT OF RECORD.
  
 TRUSS SHOP DRAWINGS ARE TO BE REVIEWED
 BY BUILDING DEPARTMENT BEFORE ERECTION
 OF TRUSSES.
  
 TRUSS ENGINEER TO COMPLY WITH STATE
 STATUTE 61G15-31.003 STAMPED SIGNATURE
 NOT ACCEPTTED. SEE ATTACHMENT.
  
 TRUSS ENGINEERING TO REFLECT THE SAME
 DESIGN PERAMETERS AS BUILDING, EITHER
 SBC 1997 AS AMENDED BY CWPB, 110 MPH OR
 ASCE 7-95, 145 MPH SEE ATTACHMENT.
  
 INDIVIDUAL TRUSS ENGINEERING SHOWING
 ASCE 7-88 OR 7-93.
  
 SBC 1606.2.4.2. TRUSS ENGINERING SHEETS
 SHOW 2 ELEVATIONS, 12' & 18'. WHERE MORE
 THAN ONE LOAD CASE EXISTS, BUILDINGS
 SHALL BE DESIGNED FOR ALL LOAD CASES.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-10-27 Cont ID  
Sent By jwitmer Date 2001-10-27 Time 16:38 Rev Time 5.00
Received By jwitmer Date   Time   Sent To  
Notes
2001-10-27 00:00:00BUILDING PLAN REVIEW
 PERMIT #01091364
 MASTER C-B-A-A-B-C
 CONT: CONTINENTAL HOMES
 TEL: (305) 512-4954
  
 SBC= 1997 STANDARD BUILDING CODE
 SBC*= AMENDMENTS/STANDARD BUILDING CODE
 FL BLD CODE= JAN.1,2002 PLANS SUBMITTED
 AFTER THIS DATE WILL BE REVIEWED
 UNDER THE NEW 2001 FLORIDA BUILDING
 CODE.
  
 PLANS MASTERED UNDER THE 1997 SBC WILL
 NEED TO BE REMASTERED UNDER THE 2001 FL
 BLD CODE GOES INTO AFFECT********
  
 PLANS SUBMITTED BEFORE CLOSE OF DAY ON
 DEC.31,2001 WILL BE REVIEWED UNDER THE
 1997 SBC.
  
 CALCULATED VALUE:
 "A" UNIT = $106,470.00
 "B" UNIT = $127,440.00
 "C" UNIT = $134,893.00
 1)-
 SHEET #1 GENERAL NOTES:
 BLDG DESIGN DATA- TYPE V CONSTRUCTION,
 REQUIRES A 3 HR. WALL,0'-3'HORIZOZNTAL
 SEPERATION.
 TOWNHOUSE CONSTRUCTION REQUIRED FOR A
 2 STORY UNIT MINIMUM TYPE VI CONSTRUC-
 TION UNPROTECTED/ UNSPRINKLERED.
 SBC 704.4.1.
  
 2)- SHUTTERS: WE ARE NOT UNDER THE DADE
 COUNTY CODE, MANUFACTURES OF IMPACT PROT
 ECTION DEVICES AND / OR ASSEMBLIES
 INTENDING TO MARKET, SELL, AND OR
 INSTALL PRODUCTS IN THE CITY OF WEST
 PALM BEACH SHALL SHOW EVIDENCE OF COMPLI
 ANCE WITH THE STANDARD BUILDING CODE
 COPYRIGHTED BY SOUTHERN BUILDING CODE
 CONGRESS INTERNATIONAL (SBCCI) STANDARD
 FOR DETERMINING IMPACT RESISTANCE FROM
 WINDBORN DEBRIS, SSTD 12-97. THE CITY
 DOES ACCEPT DADE COUNTY PRODUCT REPORTS
 BUT DADE COUNTY IS NOT THE STANDARD
 WE APPROVE BY.
  
 3)- ANCHORAGE METAL & WIRE LATH ASTM
 C-1063:
 THE MINIMUM PENETRATION FOR HORIZONTAL
 SUPPORT:
 A) DIAMOND MESH METAL LATH, FLAT-RIB,
 SHALL BE ATTACH TO HORIZONTAL FRAM-
 ING MEMBERS WITH 1 1/2" ROOFING NAIL
 B) 3/8" HI-RIB LATH SHALL BE NAILED OR
 STAPLED AT LEAST 1 3/4" PENETRATION
 INTO HORIZONTAL FRAMING MEMBERS.
  
 4)- MASONARY FIRE DIVISION, SEPERATION:
 NOTE INDICATES CODE SECTION SBC TABLE
 704.4.1.A. THIS TABLE IS FOR CLAY BRICK
 MASONARY WALLS OR PARTITIONS. THE TABLE
 I BELIEVE YOU WOULD REFER TO IS 709.3.1
 SINCE THE DESIGN PROFESSIONAL IS
 REQUESTING A 2 HR RATING OR EQUIVALENT
 THICKNESS OF 4" A LETTER FROM THE BLOCK
 MANUFACTURE SHALL BE REQUIRED INDICATING
 WHAT TYPE OF AGGREGATE IS USED IN THE
 BLOCK AND WHAT THE RATING IS FOR THEIR
 BLOCK?
  
 5)- PERFORMANCE STANDARDS: BROWARD COUN-
 TY IS NOT RECOGNIZED, TO USE THEIR
 TESTING REPORTS SITE SPECIFIC REPORTS
 ARE REQUIRED. A COPY OF THE PRODUCT
 APPROVAL SUBMITTAL FORM IS ATTACHED.
 THE ENGINEER OF RECORD FORTHE TEST FILLS
 IN THE LEFT SIDE OF THE FORM WHILE THE
 ENGINEER OF RECORD FOR THE PROJECT FILLS
 OUT THE RIGHT SIDE OF THE FORM BOTH
 SIGN AND SEAL THERE PART OF THE FORM.
 THE ENGINEER OF REC. FOR THE PROJECT
 ATTEST THAT THE PRODUCT WILL MEET THE
 CRITERIA OF THE SBC CODE AND AT THE
 PRESSURES DESIGNATED ON THE PLANS.
  
 6)- *****PRODUCT APPROVALS********
 A) BROWARD COUNTY INSWING EXTERIOR DOORS
 NOT ACCEPTED UNLESS SITE SPECIFIC REPORT
 B) NORANDEX SITE SPECIFIC REPORT
 REQUIRED.SIGNED / SEALED BOTH TYPES OF
 WINDOWS / DOORS
 C) STORM SHUTTERS CITY REQUIRES A KEY
 PLAN LOCATING GLAZED OPENINGS & NUMBER-
 ING OPENINGS, A FASTENING SCHEDULE.
 SEE ATTACHMENT.
 D) MISSING A FIXED WINDOW REPORT
 E) MISSING ROOFING REPORT FOR CEMENT
 TILE ROOFING.
  
 7)- SBC 1804.2.7.2* SOILS REPORT
  
 8)- SHEET 4 EXT WALL IN UNITS B&C PLEASE
 INDICATE PORTIONS OF THE EXTERIOR WALL
 WITH NO INSULATION? SBC 104.2.2?
  
 9)- SHEET 5 DETAIL A:
 A) ROOF SHEETHING SBC 704.4.2(2) THE
 ROOF IS TO HAVE SEPERATION AT PARTY WALL
 CUT PLYWOOD.ALSO D-11
 B) DETAIL A : 2X2 FURRING ATTACHED WITH
 1 5/8" CASE NAILS?
  
 10)- SH 11 SECTION F RIDGE TO BE OF
 FIRE RETAARDANT TREATED WOOD.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 X 8412
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2002-01-30 Cont ID  
Sent By dpalmer Date 2002-01-30 Time 13:33 Rev Time 0.00
Received By dpalmer Date 2002-01-30 Time 13:33 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2001-11-20 Cont ID  
Sent By dpalmer Date 2001-11-20 Time 18:52 Rev Time 0.00
Received By dpalmer Date 2001-11-20 Time 18:51 Sent To  
Notes
2001-11-20 00:00:00************** UNSAT *****************
  
 1)NOTE: PLEASE NOTE THAT PLANS ARE THE
 SAME. NO NOTES WERE ADDRESSED.
  
 PLEASE SUBMIT CHANGES.
 IF THERE ARE ANY QUESTIONS, PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2001-10-10 Cont ID  
Sent By dpalmer Date 2001-10-10 Time 19:43 Rev Time 0.00
Received By dpalmer Date 2001-10-10 Time 19:42 Sent To  
Notes
2001-10-10 00:00:00******** UNSAT ****************
  
 PLEASE NOTE THAT PLANS ARE IN GOOD SHAPE
 BUT NEED THE FOLLOWING CORRECTIONS.
  
  
 1)NOTE: PLEASE NOTE, MISSING EQUIPMENT
 GROUNDING CONDUCTOR BETWEEN MAIN DISC.
 AND PANEL. PER 250-122
  
 2)NOTE: PLEASE NOTE, MISSING OUTLET PER
 210-52.PLEASE NOTE THAT MODEL(UNIT) "C"
 AND "CR"
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop ENG ENGINEERING CSD
Rev No 1 Status N Date 2002-01-31 Cont ID  
Sent By lmartine Date 2002-01-31 Time 07:56 Rev Time 1.00
Received By lmartine Date   Time   Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2001-10-16 Cont ID  
Sent By mcarsill Date 2001-10-16 Time 11:10 Rev Time 0.00
Received By mcarsill Date 2001-10-16 Time 11:10 Sent To  
Notes
2001-10-16 00:00:001) WET FIRE HYDRANTS ARE REQUIRED PRIOR
 TO,DURING,AND AFTER CONSTRUCTION.
 2) BUILDING ADDRESSES REQUIRED.
 3) ELECTRIC POWERED SMOKE DETECTORS
 ARE REQUIRED.
 4) PORTABLE FIRE EXTINGUISHERS REQUIRED.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2002-01-31 Cont ID  
Sent By pkrauss Date 2001-12-05 Time 12:46 Rev Time 0.45
Received By pkrauss Date 2001-12-05 Time 12:19 Sent To  
Notes
2001-12-05 00:00:00 
  
 SPEC SHEET FOR DRYER DOES NOT ADDRESS
 EXHAUST DUCT.
  
 PLANS DO NOT REFLECT WHICH DRYER IS
 BEING INSTALLED (GAS OR ELECTRIC).
  
 PROVISO BY N. DENMARK (10-15-01):
  
 DRYER DUCTS LONGER THAN 25' INCLUDING 5'
 REDUCTION FOR EACH 90 AND 2 1/2' EACH
 45 DEGREE ANGLE REQUIRE MANUFACTURERS
 SPECIFICATION SHOWING ALLOWABLE LENGTH
 FOR THE DRYER TO BE USED.
  
 IF DRYERS ARE NOT TO BE INSTALLED AT
 TIME OF FINAL THE CODE MINIMUM WILL BE
 INFORCED.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status C Date 2001-10-15 Cont ID  
Sent By ndenmark Date 2001-10-15 Time 10:52 Rev Time 0.50
Received By ndenmark Date 2001-10-15 Time 10:52 Sent To  
Notes
2001-10-15 00:00:00PROVISO:
 DRYER DUCTS LONGER THAN 25' INCLUDING
 5'REDUCTION FOR EACH 90 AND 2.5' FOR
 EACH 45 DEGREE ANGLE REQUIRE
 MANUFACTURES SPECIFICATION SHOWING
 ALLOWABLE LENGTH FOR THE DRYER TO BE
 USED.
 IF DRYERS ARE NOT TO BE INSTALLED AT
 TIME OF FINAL THE CODE MINIMUM WILL BE
 INFORCED.
Review Stop P PLUMBING
Rev No 1 Status P Date 2001-10-11 Cont ID  
Sent By kstevens Date 2001-10-11 Time 19:59 Rev Time 0.50
Received By kstevens Date 2001-10-11 Time 19:59 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2002-01-29 Cont ID  
Sent By aneil Date 2002-01-29 Time 15:40 Rev Time 1.00
Received By aneil Date   Time   Sent To  
Notes
2002-01-29 00:00:00PASSED PER SHIRLEY 1-29-2002 AN


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