Plan Review Details - Permit 01050088
Plan Review Stops For Permit 01050088
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2002-08-08 Cont ID  
Sent By jwitmer Date 2002-08-08 Time 11:01 Rev Time 0.50
Received By jwitmer Date   Time   Sent To  
Notes
2002-08-08 00:00:00REVISION 2X10'S @ 2'-0" OC TO 2-2X8'S
 2'-0" OC.OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2002-07-15 Cont ID  
Sent By jwitmer Date 2002-07-15 Time 10:50 Rev Time 2.00
Received By jwitmer Date 2002-07-15 Time 09:36 Sent To  
Notes
2002-07-15 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 01050088
 ADD: 500 BAKER DR
 CONT: O/B GRAANTLEY RILEY
 TEL: (561) 6684-1620
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 ****REVISION****
 DATE : 07/07/02
 1) PLANS INDICATE THEY ARE @ 140 MPH
 UNDER THE 1997 SBC,NO THEY ARE STILL
 110 MPH FOR THE 1997 CODE.
  
 2) THERE IS A DISCREPANCY IN THE PLANS:
 A) THE CUT SECTION OF THE WALL AND
 FLAT ROOF FRAMING MEMBERS 2X8 VS THE
 ROOF FRAMING AS 2X10@ 2'-0" O.C. THE
 PLANSDO NOT GIVE THE SPECIES OF WOOD,
 NOR THE GRADE OF WOOD TO BE USED.
 USING RAFTER TABLES FOR 30 LBS LIVE LOAD
 & 20 LBS DEAD LOAD, SPANNING 13'-0"@
 2'-0" O.C.= REQUIRES 2"X10".
  
 3) TO MAKE A REVISION ON THE EXT. WALL
 FROM 2X6 TO 2X4 THE PLANS STILL SHOW A
 2X6 PT BOTTOM PLATE.
  
 4) THIS PLAN REVIEW WAS COMPLETED UNDER
 THE PRESCRIPTIVE CODE FOR STANDARD FOR
 HURRICANE RESISTANT RESISIDENTIAL CONST
 SSTD 10-97, ANCHOR BOLTS TABLE 303.3.2
 REQUIRES ANCHOR BOLTS @ 1'-6" O.C.,
 FIGUE 303E INDICATES THE MINIMUM EMBED-
 MENT IN CONCRETE IS 7" NOT THE OVERALL
 LENGTH.
  
 5) SINCE THE EXTERIOR WALL IS NOW A
 2X4 THE ENERGY CALCS MUST ALSO RELEECT
 THE NEW R-11 INSULATION NOT R-19.
  
 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 5 Status P Date 2001-10-09 Cont ID  
Sent By jwitmer Date 2001-10-09 Time 13:08 Rev Time 0.75
Received By jwitmer Date   Time   Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2001-09-05 Cont ID  
Sent By jwitmer Date 2001-09-05 Time 15:29 Rev Time 1.00
Received By jwitmer Date 2001-09-05 Time 15:29 Sent To  
Notes
2001-09-05 00:00:00BUILDING PLAN REVIEW
 GRANTLEY RILEY
 500 BAKER DR
 PERMIT # 01050088
  
 1)- NO APPLICATION MUST FILE OUT A NEW
 APPLICATION!!!!!!
 2)- NO ROOFING PRODUCT APPROVAL, 2 COP-
 IES EITHER SBCCI OR DADE COUNTY REPORT
 FOR BUILT UP ROOF SYSTEM.
 3)- PAY RADON FEES TO CITY $4.46.
 4)- SUBMIT ENERGY CALCULATIONS.
 JIM WITMER
 (561) 659-8096 X 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2001-07-18 Cont ID  
Sent By jwitmer Date 2001-07-18 Time 13:16 Rev Time 0.50
Received By jwitmer Date   Time   Sent To  
Notes
2001-07-18 00:00:00BUILDING PLAN REVIEW
 PERMIT # 01050088
 500 BAKER DR
  
 1)- MISSING PERMIT APPLICATION FILL OUT
 NEW APPLICATION.
 2)_ MISSING PRODUCT APPROVAL: OWNER TO
 PRODUCE 2 COPIES OF PRODUCT APPROVALS
 FOR:
 WINDOWS
 EXTERIOR DOORS
 ROOFING MATERIALS
 3)- TAKE PLANS TO TTHE COUNTY FOR COUNTY
 IMPACT FEES,PLANS TO BE STAMPED &
 RECEIPT TO CITY.
 4)- PAY RADON FEES TO CITY OF $4.46
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 X 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2001-06-07 Cont ID  
Sent By jwitmer Date 2001-06-07 Time 08:25 Rev Time 0.50
Received By jwitmer Date   Time   Sent To  
Notes
2001-06-07 00:00:00REVIEW OF 06/07/01
 PLANS HAVE NOT CHANGED
 PERMIT APPLICATION IS AALSO MISSING
 WILL BE REQUIRED BEFORE A PERMIT CAN BE
 ISSUED.
  
 JIM WITMER
 561/ 659-8096 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-05-08 Cont ID  
Sent By jwitmer Date 2001-05-08 Time 16:48 Rev Time 2.50
Received By jwitmer Date   Time   Sent To  
Notes
2001-05-08 00:00:00BUILDING PLAN REVIEW
 PERMIT # 01050088
 500 BAKER DR
 O/B RILEY,GRANTLEY
 1)- PLANS HAVE DISCPEPANCIES:
 A) IN DIMENSIONS FLOOR PLAN VS.REAR ELE
 B) 12'-0" WINDOWS ON FLOOR PLAN OF ADD.
 VS. REAR ELEVATION
  
 2)- PLANS ARE TO BE DESIGNED TO THE SBC
 SSTD 10-97 HURRICANE RESISTANT
 RESIDENTIAL CONSTRUCTION.
  
 3)- MONOLITHIC SLAB TO SHOW THE SIZE OF
 STEEL TO BE USED. VAPOR BARRIER & TER-
 MITE TREATMENT. THE FOUNDATION MUST BE
 12" BELOW GRADE, THE SLAB A MINIMUM OF
 4" ABOVE GRADE, SUBSHEATHING MUST BE 6"
 ABOVE GRADE OR PRESSURE TREATED WOOD
 WHEN WITHIN 6" OF GRADE. ANCHOR BOLTS,
 THE SIZE NOR SPACING IS GIVEN.
  
 4)- STUDWALLS: THERE IS NO INFORMATION
 ON TOP & BOTTOM PLATE STRAPPING,MANUFAC-
 TURE, MODEL OR CAPACITIES. THE SPECIES
 OF WOOD IS NOT GIVEN NOR IS THE SPACING
 OF THE STUDS. NO DETAILS ON SHEARWALL
 SEGMENTS, HOLD DOWN BRACKETS AT OPENINGS
 NOR WALL TO RAFTER CONNECTIONS.
  
 5) CEILING JOIST: SPECIES OF WOOD, GRADE
 OF WOOD NOT GIVEN, SIZE OF WOOD NOT
 GIVEN, GIVE SPACING & SPAN. GIVE LIVE
 & DEAD LOADS. THE OTHER END OF THE CEIL-
 ING JOIST IS NOT GIVEN, ATTACHMENT DE-
 TAIL.
  
 6) RAFTERS: ARE TO BE 2X10 PER PLAN, THE
 PLAN CALLS FOR 6'-0" O.C.--NO-- GIVE
 THE SPECIES OF WOOD, GRADE, SIZE OF
 TIMBER & THE SPACING, LIVE & DEAD LOADS
 AND SPAN TO DETERMINE THE SIZE OF TIMBER
 VS. THE SPAN!!!!
  
 7) ROOFING MATERIAL: ASPHALT SHINGLES
 --NO--- THE PLAN CALLS FOR A 1:12 PITCH
 THIS IS TO LOW OF A SLOP FOR SHINGLES.
  
 8) GLAZED OPENINGS & DOORS WILL REQUIRE
 PRODUCT APPROVAL FOR WIND, WINDOWS WILL
 REQUIRE TESTING REPORTS FOR LARGE MISSLE
 IMPACT TESTING, DADE COUNTY OR SBCCI RE
 PORT WILL BE ACCEPTABLE.
  
 9) ROOFING MATERIALS WILL ALSO REQUIRE
 PRODUCT TESTING REPORT FOR 110 MPH WIND
 SBCCI OR DADE COUNTY REPORT ARE ACCEPT-
 ABLE.
  
 10) COUNTY IMPACT FEES FOR THE ADDITION-
 AL FOOTAGE THAT IS ADDED.
  
 JIM WITMER
 BUILDING PLAN REVIEW
 (561)659-8096 EX 8412
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2001-09-05 Cont ID  
Sent By dpalmer Date 2001-09-05 Time 07:16 Rev Time 0.00
Received By dpalmer Date 2001-09-05 Time 07:16 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2001-06-04 Cont ID  
Sent By dpalmer Date 2001-06-04 Time 22:10 Rev Time 0.00
Received By dpalmer Date 2001-06-04 Time 22:10 Sent To  
Notes
2001-06-04 00:00:00UNSAT:
  
 NOTHING CHANGED FROM FIRST REVIEW??
  
  
 IF THERE ARE ANY QUESTIONS, PLEASE CALL.
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2001-05-08 Cont ID  
Sent By dpalmer Date 2001-05-08 Time 14:26 Rev Time 0.00
Received By dpalmer Date 2001-05-08 Time 14:26 Sent To  
Notes
2001-05-08 00:00:00*************** UNSAT *****************
  
 1)NOTE: PLEASE NOTE THAT PLANS CALL FOR
 NEW ROOM BEING ADDED. OUTLET SPAIONG
 NEEDS TO MEET 2`,6`,12` RULE. 210-52
  
 2) PLEASE NOTE EITHER MISSING EGRESS
 LIGHTING AND/OR CLARIFY EGRESS LIGHTING
 PER 210-70 OF THE NEC.
 FROM BACK PORCH TO OUTSIDE.
  
 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 Z ZONING
Rev No 2 Status P Date 2001-07-25 Cont ID  
Sent By sgraham Date 2001-07-25 Time 11:13 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2001-05-02 Cont ID  
Sent By sgraham Date 2001-05-02 Time 12:30 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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