Plan Review Details - Permit 12110631
Plan Review Stops For Permit 12110631
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2012-12-19 Cont ID  
Sent By rbrown Date 2012-12-19 Time 14:17 Rev Time 0.00
Received By rbrown Date 2012-12-19 Time 14:17 Sent To  
Notes
2012-12-19 14:19:26PROVISO:
 CORRECT ANCHOR EMBEDMENT IS STATED AS 2.25 INCHES ON
 PAGE 2 OF 8, OF THE TKJ STRUCTURAL ENGINEERING DOCUMENT
 "STRUCTURAL CALCULATIONS AND DETAILS". PAGE 1 OF 8 HAS
 BEEN MARKED TO REFER TO PAGE 2 OF 8.
  
 TELEPHONE: (561) 805 6652 ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2012-12-05 Cont ID  
Sent By rbrown Date 2012-12-05 Time 17:32 Rev Time 0.00
Received By rbrown Date 2012-12-05 Time 17:32 Sent To  
Notes
2012-12-05 18:36:07BUILDING PLAN REVIEW
 ********************
 ROBERT BROWN (561) 805 6652
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2010
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 1) FBC 1609.3 - BASIC WIND SPEED
 BY REFERENCE FROM THE 2010 FBC, THE CURRENT DESIGN
 STANDARD IS ASCE 7-10, WHICH IS BASED ON ULTIMATE
 DESIGN WIND SPEED, NOT ALLOWABE STRESS DESIGN WIND
 SPEED.
 THE SOLAR PHOTO VOLTAIC SYSTEM IS AN APPURTENANCE TO
 THE BUILDING. AS SUCH IT MAY BE CONSIDERED AS THE
 LOWEST RISK CATEGORY ALLOWED BY FBC 1609.3, WHICH IS
 RISK CATEGORY I. THE DESIGN WIND SPEED SHALL BE
 OBTAINED FROM FBC FIGURE 1609C, AND THAT GIVES AN
 UTLIMATE DESIGN WIND SPEED OF 155 MPH FOR THIS
 LOCATION. PLEASE REVISE THE STRUCTURAL CALCULATIONS TO
 REFERENCE THE CURRENT DESIGN STANDARD FOR WIND LOADING,
 AND STATE THE CORRECT DESIGN WIND SPEED. THE ULTIMATE
 DESIGN WIND SPEED MAP FOR RISK CATEGORY I BUILDINGS AND
 STRUCTURES IN PALM BEACH COUNTY CAN BE VIEWED AT WWW.CI
 TYOFWPB.COM/CONSTRUCTION/PDF/FIGURE%20C%20DATA%20PAGES%
 202_PALMBEACH.PDF
  
 2) FBC 1609.1.1 - WIND SPEED
 STRUCTURAL CALCULATION PAGE 1 OF 8 REFERENCES ASCE
 7-05, AND STATES THAT THE DESIGN WIND SPEED (FOR
 ALLOWABLE STRESS DESIGN) IS 120 MPH. AS STATED IN
 COMMENT 1 ABOVE, THE CURRENT DESIGN STANDARD IS ASCE
 7-10, WHICH IS BASED ON ULTIMATE DESIGN WIND SPEED, NOT
 ALLOWABE STRESS DESIGN WIND SPEED.
 FROM FBC FIGURE 1609C, THE UTLIMATE DESIGN WIND SPEED
 IS 155 MPH AT THIS LOCATION. PLEASE REVISE THE
 STRUCTURAL CALCULATIONS TO REFERENCE THE CURRENT DESIGN
 STANDARD FOR WIND LOADING, AND SHOW WHAT EFFECT, IF
 ANY, THAT HAS ON THE UPLIFT AND SLIDING FORCES, AND THE
 ANCHOR TYPE, SIZE AND SPACING.
  
 3) FBC 1604.2 - TRANSFER OF LOAD
 THE FOLLOWING WILL BE A PROVISO ONCE THE OTHER PLAN
 REVIEW COMMENTS ARE ADDRESSED, AND A PERMIT IS BEING
 ISSUED:
 FOR THE ANCHOR CALCULATIONS, STRUCTURAL CALCULATION
 PAGE 2 OF 8 REFERENCES ACI 318 APPENDIX D FOR CRACKED
 CONCRETE, AND DRAWING SHEET PV-4, NOTES 1 THROUGH 3,
 STATE THAT THE ROOF DECK IS ASSUMED TO BE STRUCTURAL
 CONCRETE AND REQUIRE THE CONTRACTOR TO NOTIFY THE
 DESIGNER IF THE FIELD CONDITIONS DO NOT MATCH THE
 DRAWINGS. IT IS NOTED THAT THE DESIGN IS BASED UPON THE
 ASSUMPTION OF A STRUCTURAL CONCRETE DECK CAPABLE OF
 TRANSFERRING THE LOADS TO THE PRIMARY STRUCTURAL
 ELEMENTS, AND THAT THE CONTRACTOR IS REQUIRED NOTIFY
 THE DESIGNER IF THAT ASSUMPTION IS NOT FOUND TO BE
 CORRECT IN THE FIELD.
  
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6652 ROBERT BROWN
 E-MAIL: [email protected]
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2012-12-19 Cont ID  
Sent By rlecky Date 2012-12-19 Time 14:05 Rev Time 0.00
Received By rlecky Date 2012-12-19 Time 13:53 Sent To  
Notes
2012-12-19 14:08:39TO R. BROWN
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2012-12-05 Cont ID  
Sent By rlecky Date 2012-12-05 Time 13:25 Rev Time 0.00
Received By rlecky Date 2012-12-04 Time 11:59 Sent To  
Notes
2012-12-05 13:26:4212110631
 3110 45TH STREET
 SOLAR PV SYSTEM
  
 PLEASE REVISE THE PLANS IN RESPONSE TO THE FOLLOWING
 REVIEW COMMENT.
  
 INDICATE ON PLANS THE TYPE, LOCATION AND MATERIAL OF
 ALL REQUIRED ELECTRICAL SAFETY SIGNS/PLAQUES WITH
 SPECIFIC WORDING FOR EACH REQUIRED LOCATION. SIGN MUST
 BE LEGIBLE, INDELIBLE, PERMANENT AND SUITABLE FOR THE
 LOCATION AND ENVIRONMENT. NEC 690.5 (C), 690.35(F),
 690.70, 690.53, 690.56, 705 10, 705.12(D)(7)
  
 INDICATE THE WIRING METHOD PROPOSED ( IE. METAL ,
 CONDUIT, CABLE ETC). NEC 690.31(E)
  
 PROVIDE SPECIFICATIONS ON THE INVERTER AND PANELS. NEC
 110.3
  
  
 ROBERT LECKY
 COMMERCIAL COMBINATION PLANS EXAMINER
 [email protected]
 561-805-6718
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2012-12-19 Cont ID  
Sent By rbrown Date 2012-12-19 Time 18:37 Rev Time 0.00
Received By rbrown Date 2012-12-18 Time 11:26 Sent To  
Notes
2012-12-18 11:28:03INCOMING SENT TO ELECTRIC BOX. JW
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2012-12-05 Time   Rev Time 0.00
Received By lmartine Date 2012-11-26 Time 16:51 Sent To  
Notes
2012-12-05 14:00:25SENT TO R BROWN. RL
2012-11-27 16:52:53IN ELECTRIC BOX


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