Plan Review Details - Permit 01100954
Plan Review Stops For Permit 01100954
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2001-11-14 Cont ID  
Sent By dpalmer Date 2001-11-14 Time 07:52 Rev Time 0.00
Received By dpalmer Date 2001-11-14 Time 07:52 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2001-11-14 Cont ID  
Sent By dpalmer Date 2001-10-22 Time 19:47 Rev Time 0.00
Received By dpalmer Date 2001-10-22 Time 19:47 Sent To P
Notes
2001-10-22 00:00:00**************** UNSAT ***************
  
 1) NOTE: SMOKE DETECTORS ARE REQUIRED
 INSIDE AND OUTSIDE ALL SLEEPING ROOMS.
 ALSO ON EACH LEVEL OF A MULTI-LEVEL
 DWELLING UNIT. ROOMS WITH BATHS AND OR
 CLOSETS ARE CONSIDERED SLEEPING ROOMS.
 PER NFPA-72 2-2.1.1.1.
  
 2) NOTE: PLEASE LIST THE REQ`D BATH(S)
 CIRCUIT(S) PER 210-11-C-3.
 MUST BE 20A AND #12AWG.
  
 3)NOTE: PLEASE NOTE, PLANS NEED TO SHOW
 LOAD CALCULATIONS, AND EXISTING SERVICE
 SIZE. PLEASE INCLUDE ALL NEW LOAD AND
 ITEMS ASKED FOR NOTE #2. PLEASE SEE.
 220-3-C-1
  
 4) NOTE: PLEASE SHOW ALL OUTLET SPACING
 TO MEET 2`,6`,12` RULE PER 210-52.
 BEDROOM
  
 5) PLEASE NOTE MISSING OUTLET(S) REQ`D
 BY 210-52E OF THE NEC.
 REAR.
  
 6)NOTE: PLEASE CALRIFY IF THERE IS
 GOING TO BE ANY NEW A/C EQUIPMNET? IF
 SO , PLEASE INCLUDE UNIT ON PLANS W/
 REQ`D DISC AND RECEPT. 440-11/309.2
  
 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 M MECHANICAL (A/C)
Rev No 2 Status P Date 2001-11-16 Cont ID  
Sent By pkrauss Date 2001-11-16 Time 08:40 Rev Time 0.35
Received By pkrauss Date 2001-11-16 Time 08:40 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2001-10-27 Cont ID  
Sent By hmoser Date 2001-10-27 Time 11:18 Rev Time 0.33
Received By hmoser Date 2001-10-27 Time 11:18 Sent To  
Notes
2001-10-27 00:00:00NO A/C PLANS SUBMIT PLANS WITH
 MECHANICAL APPLICATION
 10/27/01 H.M.
Review Stop P PLUMBING
Rev No 2 Status P Date 2001-11-15 Cont ID  
Sent By kstevens Date 2001-11-15 Time 18:35 Rev Time 0.33
Received By kstevens Date 2001-11-15 Time 18:35 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2001-10-23 Cont ID  
Sent By dpalmer Date 2001-11-14 Time 07:46 Rev Time 0.25
Received By jleech Date 2001-10-23 Time 19:31 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 5 Status P Date 2002-03-13 Cont ID  
Sent By jgomez Date 2002-03-13 Time 12:13 Rev Time 0.25
Received By jgomez Date 2002-03-13 Time 12:13 Sent To  
Notes
2002-03-13 00:00:00STORM SHUTTERS.
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status F Date 2002-03-07 Cont ID  
Sent By jgomez Date 2002-03-07 Time 18:43 Rev Time 0.50
Received By jgomez Date 2002-03-07 Time 18:43 Sent To  
Notes
2002-03-07 00:00:001-PROVIDE COMPLETE INFORMATION FOR STORM
 SHUTTERS. CLEARLY IDENTIFY ON APPROVED
 DRAWINGS THE ANCHOR TYPE AND SPACING
 TO BE USED ACCORDING TO THE EDGE
 DISTANCE, DESIGN PRESSURES, PANEL
 SPAN, CONNECTION TYPE AND STRUCTURE TO
 BE ATTACHED TO (MASONRY).
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status F Date 2002-01-10 Cont ID  
Sent By jgomez Date 2002-01-10 Time 11:05 Rev Time 1.50
Received By jgomez Date 2002-01-10 Time 11:05 Sent To  
Notes
2002-01-10 00:00:00SUBMITTAL CHECKLIST:
 1-TRUSS DRAWINGS ARE OK, BUT ARCHITECT
 NEEDS TO SPECIFY CONNECTOR FOR TRUSS
 H-7 THAT WILL RESIST THE UPLIFT LOADS
 CALCULATED ON ENGINEERED TRUSS.
 -ALSO, ARCHITECT TO SPECIFY HURRICANE
 ANCHORS FOR ROOF TRUSSES RESTING AT
 NEW 2X10 BEAMS.
 2-ARCHITECT TO SPECIFY CAP CONNECTOR AT
 NEW 4"X4" CORNER WOOD COLUMN.
 3-PROVIDE PRODUCT APPROVAL (2 COPIES)FOR
 A)NON-IMPACT OVAL WINDOW.
 B)NON-IMPACT SINGLE HUNG WINDOWS.
 (MISSING PAGE 2 OF 3 AND DRAWINGS ARE
 NOT LEGIBLE).
 C)NON-IMPACT FRENCH DOORS.
 (MISSING ONE DRAWING AND DRAWINGS ARE
 NOT LEGIBLE).
 D)STORM SHUTTERS:
 -DRAWINGS ARE NOT LEGIBLE.
 -INDICATE ON DRAWINGS SPECIFIC MOUNTING
 CONDITIONS AND ANCHOR TYPE AND SPACING
 TO BE USED IN THIS PROJECT.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2001-11-09 Cont ID  
Sent By jgomez Date 2001-11-09 Time 17:50 Rev Time 2.00
Received By jgomez Date 2001-11-13 Time 11:45 Sent To  
Notes
2001-11-09 00:00:00APPROVED WITH PROVISO:
 1-REVISE THE DESIGN CERTIFICATION FOR
 BUILDING CODE COMPLIANCE FORM:
 -MEAN ROOF HEIGHT AND BASIC VELOCITY
 PRESSURE DON'T MATCH. SEETABLE
 1606.2A SBC 1997.
 2-MASTER BEDROOM 34 SH WINDOW DOESN'T
 HAVE 24" MIN. CLEAR HEIGHT OPENING.
 USE 35 SH WINDOW OR TALLERWINDOW TO
 MEET THE REQUIREMENTS OF SECTION
 1005.4 SBC 1997.
 3-PROVIDE PRODUCT APPROVAL FOR FRENCH
 DOORS WITHOUT THE SIDELITES AS SHOWN
 ON ARCHITECTURAL PLANS.
 4-TRUSS DRAWINGS:
 A)ARCHITECT TO REVIEW ALL TRUSS DRAWINGS
 PRIOR TO SUBMITTAL TO THIS OFFICE.
 USE THE STANDARD REVIEW STAMP.
 B)ENGINEER TO SIGNS, SEAL & DATE TRUSS
 LAYOUT. CHAPTER 471 OF FL. STATUTES.
 C)ENGINEER TO UPDATE ALL GENERAL TRUSS
 DRAWINGS & PROVIDE ORIGINAL SIGNATURE
 AND DATE AS PER CHAPTER 471 FL. ST.
 SEE COMMENTS ON DRAWINGS.
 D)ENGINEER TO COORDINATE MEAN ROOF HT.
 WITH ARCHITECTURAL DRAWINGS.
 ALSO, THERE IS ONLY ONE MEAN ROOF HT
 FOR ENTIRE BUILDING. TRUSSES GE-1 AND
 T1 HAVE DIFFERENT MEAN ROOF HEIGHT.
 TABLE 1606.2A SBC 1997.
 MEAN ROOF HEIGHT GIVEN FOR TRUSS GE-1
 IS INCORRECT.
 E)MISSING ENGINEERED TRUSSES HV-1, HV-2,
 V-3, V-4.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2001-10-31 Cont ID  
Sent By jgomez Date 2001-10-31 Time 14:22 Rev Time 2.00
Received By jgomez Date 2001-10-31 Time 14:18 Sent To  
Notes
2001-10-31 00:00:00CHECKLIST:
 1-NEED TO RECORD NOTICE OF COMMENCEMENT
 WITH THE COURTHOUSE.
 2-AFTER CORRECTIONS ARE DONE TO ORIGINAL
 DRAWINGS, TAKE THEM TO THE PALM BEACH
 COUNTY BUILDING TO PAY IMPACT FEES.
 BRING BACK STAMPED DRAWINGS AND PAID
 RECEIPT.
 3-ARCHITECT TO COMPLETELY FILL OUT THE
 DESIGN CERTIFICATION FOR BUILDING CODE
 COMPLIANCE FORM (ATTACHED).
 4-ARCHITECT TO SPECIFY THE DESIGN
 PRESSURES CALCULATED FOR ALL EXTERIOR
 OPENINGS AS REQUIRED BY SECTION 1606
 OF SBC 1997 (CLADDING & COMPONENTS).
 5-SINGLE HUNG WINDOWS 24 DON'T COMPLY W/
 EGRESS REQUIREMENTS SEC. 1005.4 SBC/97
 MINIMUM CLEAR HEIGHT TO BE 24".
 6-NEED 2 COPIES OF PRODUCT APPROVALS FOR
 A)ROOF SINGLES. B)SINGLE HUNG WINDOWS.
 C)WINDOW MULLIONS AND D)EXTERIOR FRENCH
 DOORS.
 7-PROVIDE COMPLETE TYPICAL WALL SECTION
 SPECIFYING:
 A)VAPOR BARRIER: SEC. 1909.2 SBC 1997.
 B)SOIL BEARING CAPACITY ASSUMED FOR THIS
 DESIGN. SEC. 104.2.2 CITY AMENDMENTS.
 C)FOOTING TO HAVE MIN. 12" BELOW FINISH
 GRADE. SEC. 1804.1.3 SBC 1997.
 D)SPECIFY SIZE OF ATTIC VENTS THAT
 COMPLY W/ SEC. 2309.7 SBC 1997.
 E)SPECIFY FIREBLOCKING. SEC. 2305 SBC/97
 8-ARCHITECT TO DATE DRAWINGS AT TIME OF
 SEALING THEM AS REQUIRED BY CHAPTER
 481 OF FLORIDA STATUTES WHEN SUBMITT'G
 DOCUMENTS FOR PUBLIC RECORDS.
 9-PROVIDE 2 COPIES OF PRODUCT APPROVAL
 FOR STORM PANELS AND COMPLETE INSTALL-
 ATION SCHEDULE, AS PER CITY SAMPLE
 ATTACHED COPY.
 A)ARCHITECT TO CLARIFY GENERAL NOTE
 #3: SHATTER PROOF GLASS AND MISSILE
 IMPACT GLAZING ARE DIFFERENT THINGS.
 CLARIFY IF THE INTENTION IS TO SPECIFY
 MISSILE IMPACT GLAZING FOR HURRICANE
 PROTECTION. IF SO, THEN PROVIDE THE
 REQUIRED PRODUCT APPROVALS.
 B)IF USING STORM SHUTTERS, ARCHITECT TO
 SPECIFY HOW ARE THE OPENINGS REINFORCED
 TO RECEIVE THE INSTALLATION OF THEM.
 10-WHERE IS THE ENGINEER'S SURVEY
 MENTIONED ON SITE PLAN.
 11-PROVIDE ROOF FRAMING PLAN INDICATING:
 A)ROOF SHEATHING FASTENING: TYPE, SIZE &
 SPACING. TABLE 2306.1 CITY AMENDMENTS
 TO SBC 1997 INCLUDING GABLE END ZONE.
 B)UPLIFT LOADS CALCULATED AND HURRICANE
 ANCHOR SCHEDULE.
 12-SPECIFY ATTACHMENT OF NEW CONSTRUCT'N
 TO EXISTING. INCLUDING ROOF, WALL AND
 CONCRETE SLAB AND FOOTING. SEC. 104.2.2
 OF CITY AMENDMENTS TO SBC 1997.
 13-PROVIDE ATTIC ACCESS. SEC 2309.6 SBC
 14-PROVIDE COMPLETE STRUCTURAL BUCK
 DETAIL FOR DOORS AND WINDOWS. SEC.
 1606 SBC/97 FOR CLADDING & COMPONENTS.
 15-PROVIDE ENERGY CALCULATIONS AS REQ'D
 BY FL. ENERGY CODE 1997 EDITION.
 16-SPECIFY NAILING OF TRUSS ANCHOR TA24
 BY HUGHES THAT WILL RESIST THE UPLIFT
 LOADS CALCULATED.
 17-PROVIDE COMPLETE GABLE END WALL SEC.
 SHOWING ALL STRUCTURAL COMPONENTS.
 -CLARIFY IF HAVING A RAKE TIE BEAM OR
 KNEE WALL ABOVE THE TIE BEAM.
 SEC. 104.2.2 CITY AMENDMENTS TO SBC/97
 18-SPECIFY TIE BEAM AND LINTELS.
 SEC. 104.2.2 CITY AMENDMENTS TO SBC/97
  
  
 NOTE:
 PLEASE RETURN REVIEWED SET AFTER
 CORRECTIONS ARE DONE TO ORIGINAL DRAWING
 IN ORDER TO EXPEDITE THE REVIEW PROCESS.
Review Stop Z ZONING
Rev No 1 Status P Date 2001-10-17 Cont ID  
Sent By sgraham Date 2001-10-17 Time 10:00 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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