Plan Review Details - Permit 01090687
Plan Review Stops For Permit 01090687
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2001-11-09 Cont ID  
Sent By rmcdouga Date 2001-11-09 Time 14:45 Rev Time 4.00
Received By rmcdouga Date   Time   Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-10-17 Cont ID  
Sent By jwitmer Date 2001-10-17 Time 11:10 Rev Time 4.00
Received By jwitmer Date   Time   Sent To  
Notes
2001-10-17 00:00:00BUILDING PLAN REVIEW
 PERMIT# 01090687
 212 MARLBOROUGH RD
 CONT: VAN BLAKEMAN
 PHONE: (561) 655-5863
  
 1)- DESIGN CERTIFICATION SHEET, WHICH
 ARE YOU USING SBC 1606 OR ASCE 7-95?
 BOTH ARE CHECKED.
  
 2)- WINDOWS SITE SPECIFIC :
 A)- WINDOWS INDICATE THAT THEY ARE TEST
 ED FOR 55 LBS. SBC 1707.4 WINDOWS
 ARE TO BE TESTED 1.5 THE DESIGN
 PRESSURE, -47.78X1.50= -71.67 NOT
 -55 AS INDICATED ON THE REPORT.
 B)- MULTIPLE WINDOWS WILL REQUIRE A MULL
 ION REPORT ALSO.
  
 3)- DOORS SITE SPECIFIC:
 ROBERT HUNT FRENCH DOORS DO NOT SHOW
 TESTING FOR MORE THAN (2) DOUBLE DOORS,
 OR 74" WIDE. THE PLANS IN DICATE AN
 OPENING OF 12'-0". THE FLOOR PLAN
 ALSO INDICATES THE DOORS AS SLIDERS.
  
 4)- SHEET 2/4 DOOR ANCHORING DETAIL:
 INDICATES A 1X WHEREAS THE PRODUCT
 SITE SPECIFIC REQUIRES A MINIMUM OF
 A 2X MEMBER.
  
 5)- SHEET 3/4 DETAIL 2ND FLOOR WALL,
 ANCHORING OF THE LEDGER WITH A
 1/2" LAG, THE LENGTH?
  
 6)-SHEET 3/4 DETAIL 22ND FLOOR FRAMING:
 (2) 2X12 BUILT UP BEAM, 10'-0" IN
 LENGTH, WHAT TYPE OF ATTACHMENT OF
 THE WOOD BEAM TO THE FRAME WALL.
  
 7)- SHEET 2/4 REMOVAL OF THE 2ND FLOOR
 EXT. BEARING WALL, WHAT WILL BE USED
 TO SUPPORT THEEXISTING ROOF LOAD.
  
 8)-SBC 1503.4.2 110MPH WIND ZONE,
 ROOFING ASSEMBLIES ARE TO BE TESTED
 FOR 110 MPH WIND. SHOW PRODUCT TEST-
 ING FOR THE FLAT DECK & SLOPED ROOF-
 ING, SBCCI OR DADE COUNTY PRODUCT
 APPROVAL ACCEPTED.
  
 9)- SHEET 3/4 FAMILY ROOM WALL SECTION:
 MISSING ROOF DRAIN & OVERFLOW SCUPER
 1517.6.4.3. SCUPPERS SHALL BE NOT
 LESS THAN 2" ABOVE THE ROOF AND NOT
 MORE THAN 4" ABOVE THE ROOF.
  
 10)- TRUSS ENGINEERING : SBC 1606.2.4.2.
 15'/ 21.25'. APPLICABILITY OF COEFFI
 CIENT : WHERE MORE THAN ONE LOAD
 EXIST THE ENTIRE STRUCTURE SHALL BE
 DESIGNED FOR ALL LOAD CASES.
  
 11)- COUNTY IMPACT FEES ARE TO BE PAID
 BEFORTHE ISSUANCE OF THE PERMIT.
  
 12)- STATE RADON FEES ARE TO BE PAID
 TO THE CITY BEFOR ISSUANCE OF THE
 PERMIT. $6.98.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 X 8412
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2001-12-04 Cont ID  
Sent By dpalmer Date 2001-12-04 Time 17:51 Rev Time 0.00
Received By dpalmer Date 2001-12-04 Time 17:51 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2001-10-02 Cont ID  
Sent By dpalmer Date 2001-10-02 Time 10:41 Rev Time 0.00
Received By dpalmer Date 2001-10-02 Time 10:41 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2001-11-09 Cont ID  
Sent By pkrauss Date 2001-10-08 Time 13:32 Rev Time 0.25
Received By rmcdouga Date 2001-10-08 Time 13:30 Sent To  
Notes
2001-10-08 00:00:00 
 INSUFFICIENT INFORMATION FOR REVIEW.
 PROVIDE PLANS AND ENERGY CALCS WITH
 MECHANICAL PERMIT APPLICATION.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096 EXT.
 8388.
Review Stop P PLUMBING
Rev No 1 Status P Date 2001-10-04 Cont ID  
Sent By jleech Date 2001-10-04 Time 19:24 Rev Time 0.33
Received By jleech Date 2001-10-04 Time 19:24 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2001-11-09 Cont ID  
Sent By rmcdouga Date 2001-11-09 Time 16:42 Rev Time 0.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-11-09 00:00:00OK PER S. GRAHAM 9-21-01 RM


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