Plan Review Details - Permit 00040803
Plan Review Stops For Permit 00040803
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2000-12-18 Cont ID  
Sent By jwitmer Date 2000-12-18 Time 09:16 Rev Time 3.00
Received By jwitmer Date   Time   Sent To  
Notes
2001-01-08 00:00:00TRUSS PLAN REVIEW : DENIED
 TIA ANCHOR LEGEND "L" 1170 UPLIFT VS
 TRUSS PLAN R2/ 1320 UPLIFT.
 GT4 2M ARCH PLAN R1 =(2M) VS TRUSS PLAN
 PAGE 76 R13690. R2 MTS12 ALLOWABLE 860
 (PINE)X 3=2580 VS TRUSS PLAN R2=3665.
 GT6 3M DIFFERENCES FROM THE ARCH PLAN,IF
 THE TRUSS MANUFACTURER CHANGES THE LAY
 OUT WITHOUT WRITTEN PERMISSION THE TRUSS
 CO BECOMES RESPONSIBLE FOR ALL ANCHORAGE
 DETAILS FROM THE BEARING TO THE FOOTER.
 NOTED ON PLAN.WHAT TYPE OF CONNECTORS?
 ALSO CRUSHING VALUES, 3 1/2X 550 LB=8661
 PAGE 104 R1=9796 /R2=8661 VS 9354.
 NOTE ARCH BLOCK WALL VS LEDGER TYPE OF
 CONNECTION? WALL TO TRUSS = ARCH. TRUSS
 TO TRUSS OR GIRDER TO TRUSS= TRUSS ENG
 TO DESIGN.LIST TYPES OF HANGERS TO BE
 USED,BE SPECIFIC.
 ARCH PLAN LIST "M" 1845 UPLIFT ON THE
 FOLLOWING TRUSSES, T44,T46,T48,T50,T52,
 T54,T56& H58. THE UPLIFT VALUES RANGE
 FROM 3290 TO 2672, PAGES 24-29 TRUSS PL.
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2000-06-05 Cont ID  
Sent By dpalmer Date 2000-06-05 Time 14:29 Rev Time 0.00
Received By dpalmer Date 2000-06-05 Time 14:29 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2000-05-16 Cont ID  
Sent By dpalmer Date 2000-05-16 Time 19:52 Rev Time 0.00
Received By dpalmer Date 2000-05-16 Time 19:52 Sent To  
Notes
2001-01-08 00:00:00**************** UNSAT *****************
  
 1)NOTE: PLEASE SHOW THE REQ`D DEDICATED
 BATH(S) CIRCUIT(S) PER 210-11-C-3. THEY
 MUST BE 20 AMP #12 AWG. PLEASE LIST ON
 PANLEL SCHEDULE.
  
 2)NOTE: PLEASE SUBMIT THE AIC RATING FOR
 THE MAINS. MAINS AND ALL PANEL/BREAKER
 EQUIPMENT MUST BE RATED FOR THE
 AVAILABLE FAULT CURRENT. THIS WILL BE
 REQ`D ON ALL PLANS FOR REVIEW. 110-9/
 215-5
  
  
 PLEASE SUBMIT ALL THE ABOVE INFORMATION
 FOR REVIEW. IF THERE ARE ANY QUESTIONS
 PLEASE CALL 659-8096 EXT 8372
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2000-07-14 Cont ID  
Sent By cthirben Date 2000-07-14 Time 10:17 Rev Time 0.00
Received By cthirben Date 2000-07-14 Time 14:20 Sent To  
Notes
2001-01-08 00:00:00PROVISO:********************************
 PROVIDE INFORMATION ON THE VENTING OF
 EXHAUST FANS IN BATHROOMS, THE SIZE FANS
 THE LOCATION, VENTED TO WHERE.
 PROVIDE VENTING INFO ON DRYER,GAS HEATER
 RANGE.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2000-06-24 Cont ID  
Sent By cthirben Date 2000-06-24 Time 07:25 Rev Time 0.00
Received By cthirben Date 2000-06-24 Time 07:25 Sent To  
Notes
2001-01-08 00:00:00DENIED:******************************
 A/C# 1. IS TOO SMALL FOR DEMAND.
 SEER VALUE IS NOT THE SAME ON ENERGY
 CALCULATION SHEET AND THE PLANS.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2000-04-24 Cont ID  
Sent By cthirben Date 2000-04-24 Time 13:50 Rev Time 1.00
Received By cthirben Date 2000-04-24 Time 13:47 Sent To  
Notes
2001-01-08 00:00:00****************DENIED******************
 A/C UNIT #1 TOO SMALL FOR SUPPLY SHOWN
 ON PLANS.
  
 SEER VALUE IS DIFFERENT ON PLANS AND
 ENERGY CALC. SHEETS.
Review Stop P PLUMBING
Rev No 2 Status P Date 2000-08-26 Cont ID  
Sent By pschmitz Date 2000-08-26 Time 09:58 Rev Time 0.50
Received By pschmitz Date   Time   Sent To  
Notes
2001-01-08 00:00:00REVISION AS BUILT.
Review Stop P PLUMBING
Rev No 1 Status P Date 2000-04-24 Cont ID  
Sent By tlarge Date 2000-04-24 Time 06:18 Rev Time 0.33
Received By tlarge Date 2000-04-24 Time 06:18 Sent To  
Notes
2001-01-08 00:00:00*****************PROVISO****************
 SUBMIT SANITARY RISER THAT MATCHES FLOOR
 PLAN PRIOR TO ROUGH PLBG.INSP.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2000-07-21 Cont ID  
Sent By rmcdouga Date 2000-07-21 Time 12:53 Rev Time 3.00
Received By aneil Date   Time   Sent To  
Notes
2001-01-08 00:00:00PROVISO
  
 1)DRAWING #99-B-043 SUBMITTED WITH
 GARAGE DOOR PRODUCT APPROVAL DOES NOT
 HAVE DESIGN PRESSURES WHICH MEET THE
 CALCULATED PRESSURES FOR THE STRUCTURE.
 DRAWING #99-B-043 REFERED TO IN TABLE 1
 OF THE PRODUCT APPROVAL IS ACCEPTABLE.
 PROVIDE 2 COPIES OF THIS DRAWING AND
 INSTALL DOOR AS SHOWN.
  
 2)PROVIDE 2 CURRENT COPIES OF METRO-DADE
 OR SBCCI PRODUCT APPROVALS FOR SPECIFIC
 PRODUCTS TO BE INSTALLED IN EXTERIOR
 OPENINGS PRIOR TO INSTALLATION AS LISTED
 EXT.OUTSWING FRENCH DOOR
 EXT.INSWING DOUBLE DOORS WITH SIDE LITES
 WINDOW MULLIONS
  
 3)PROVIDE 2 CURRENT COPIES OF METRO-DADE
 OR SBCCI PRODUCT APPROVALS,KEY PLAN AND
 INSTALLATION SCHEDULE,WITH SPECIFIC
 ANCHORS TO BE USED,FOR STORM PANELS
 UNDER SEPERATE PERMIT.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2000-06-28 Cont ID  
Sent By jcaloger Date 2000-06-05 Time 12:35 Rev Time 1.50
Received By jcaloger Date   Time   Sent To  
Notes
2001-01-08 00:00:00THE STRUCTURE NEEDS TO BE DESIGNED
 ACCORDING TO SBC 1997 OR ASCE 7 95.THE
 WIND ANALYSIS UPLIFT REPORT STATES ASCE
 7 88 WAS USED. RECALCULATE USING ONE OF
 THE ABOVE DESIGN CRITERIA,1606 SBC 1997
  
 PROVIDE PRODUCT APPROVAL FOR THE FRENCH
 DOORS PREPARED BY A RECONIZED AGENCY.
 IN LIEW OF THE ABOVE PROVIUDE SITE
 SPECIFIC ENGINEERING BEARING A ORIGINAL
 SIGNATURE AND RAISED SEAL.
  
 THE PROPOSED GAGRAGE DOOR IS NOT DESIGNE
 D TO WITHSTAND THE WIND PRESSURES.
  
 METRO DADE PRODUCT APPROVAL FOR THE
 OUTSWING DOOR, INCLUDE THE DRAWINGS
 SPECIFIED IN SECTION PARA 2.1.NOTE WE
 DO NOT ACCEPT BROWARD COUNTY PRODUCT
 APPROVAL FORMS.
  
 NEEDS COUNTY IMP[ACT FEES PAID.
  
 SEE MECHANICAL REVIEW COMMENTS.
  
 ***************************************
 6/28/00PLANS STILL NOT DESIGNED TO
 REQUIRED DESIGN CRITERIA, ASCE 7-95
 AND 145 MPH WIND ZONE*****
 PROVIDE DESIGN COMPLIANCE FORM AND
 CALCULATIONS USED FOR DETERMING THE WIND
 PRESSURES FOR THE EXTERIOR WINDOW
 OPENINGS WHICH ARE LOCATED IN THE END
 ZONES. ALSO INCLUDE WIND LOAD CALCULATIO
 FOR THE OVERHEAD GARAGE DOOR OPENINGS.
 **************************************
Review Stop Z ZONING
Rev No 1 Status P Date 2000-04-19 Cont ID  
Sent By gjoyce Date 2000-04-19 Time 11:04 Rev Time 0.25
Received By gjoyce Date   Time   Sent To  
Notes
***NONE***


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