Plan Review Details - Permit 00050809
Plan Review Stops For Permit 00050809
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2001-01-03 Cont ID  
Sent By dpalmer Date 2001-01-03 Time 11:02 Rev Time 0.00
Received By dpalmer Date 2001-01-03 Time 11:02 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2000-06-12 Cont ID  
Sent By dpalmer Date 2000-06-12 Time 17:41 Rev Time 0.00
Received By dpalmer Date 2000-06-12 Time 17:41 Sent To  
Notes
2001-01-08 00:00:00********* NOTES ON PLANS **************
  
  
 MISSING KITCHEN PENINSULAR OUTLET 210-52
 -C-3.
 MISSING OUTLETS PER 210-52
 MISSING OUTLETS PER 210-52E
 MISSING SOMKE DETECTORS PER NFPA-72
 OUTLETS ALONG KTCHEN COUNTERSPAACE ARE
 TO BE GFI/GFI PROTECTED.210-8-A-6
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2000-05-31 Cont ID  
Sent By cthirben Date 2000-05-31 Time 10:07 Rev Time 1.00
Received By cthirben Date 2000-05-31 Time 10:07 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 4 Status P Date 2001-03-12 Cont ID  
Sent By jleech Date 2001-03-12 Time 17:58 Rev Time 0.25
Received By jleech Date 2001-03-12 Time 17:58 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status P Date 2000-12-09 Cont ID  
Sent By jleech Date 2000-12-09 Time 12:49 Rev Time 0.25
Received By jleech Date   Time   Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2000-08-17 Cont ID  
Sent By tlarge Date 2000-08-17 Time 05:54 Rev Time 0.15
Received By tlarge Date 2000-08-17 Time 05:54 Sent To  
Notes
2001-01-08 00:00:00REVISED SAN.RISER.
Review Stop P PLUMBING
Rev No 1 Status P Date 2000-05-23 Cont ID  
Sent By tlarge Date 2000-05-23 Time 17:45 Rev Time 0.33
Received By tlarge Date 2000-05-23 Time 17:45 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 5 Status F Date 2000-10-03 Cont ID  
Sent By jgomez Date 2000-10-03 Time 12:18 Rev Time 1.00
Received By jgomez Date 2000-10-03 Time 19:13 Sent To  
Notes
2001-01-08 00:00:00TRUSS DRAWINGS CHECKLIST:
 1-MEAN ROOF HEIGHT IS INCORRECT. THIS IS
 A TWO STORY BUILDING. ARCHITECT'S
 DESIGN CERTIFICATION FOR BUILDING CODE
 COMPLIANCE FORM STATES THAT THE MEAN
 ROOF HEIGHT FOR THIS BUILDING IS 25'-8
  
 NOTE: THERE IS ONLY ONE MEAN ROOF
 HEIGHT FOR ENTIRE BUILDING. SEE TABLE
 1606.2A SBC 1997.
  
 2-REVISE ANCHOR SCHEDULE AS REQUIRED TO
 RESIST THE LOADS AS CALCULATED IN THE
 ENGINEERED TRUSS GT2.
  
 3-TRUSS ENGINEERING LAYOUT IS SLIGHTLY
 DIFFERENT AT BACK OF BUILDING AND
 AT SECOND FLOOR ROOF FRAMING. REVISE
 ARCHITECTURAL ROOF FRAMING PLAN OR
 TRUSS LAYOUT TO MATCH AND SPECIFY THE
 CORRESPONDING CONNECTORS.
  
 4-SPECIFY CONNECTORS FOR TRUSS S1D AND
 FG2D. SEE ENGINEERED TRUSSES.
  
 5-SEE TRUSS LAYOUT FOR ADDITIONAL
 COMMENTS.
  
 NOTE:
 -IF YOU HAVE ANY QUESTIONS PLEASE FEEL
 FREE TO CONTACT JULIO GOMEZ AT
 659-8096 EXT. 8232.
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status P Date 2000-09-28 Cont ID  
Sent By jgomez Date 2000-09-28 Time 13:42 Rev Time 0.25
Received By jgomez Date 2000-09-28 Time 13:42 Sent To  
Notes
2001-01-08 00:00:00APPROVAL OF REVISED CONNECTION AT
 MEZZANINE LEDGER.
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2000-08-01 Cont ID  
Sent By jgomez Date 2000-08-01 Time 20:36 Rev Time 3.00
Received By jgomez Date 2000-08-01 Time 20:36 Sent To  
Notes
2001-01-08 00:00:00APPROVED WITH PROVISO:
 1-FLOOD ZONE "AO". PROVIDE ELEVATION
 CERTIFICATE.
 2-PROVIDE A COMPLETE WALL SECTION AT TWO
 STORY CBS WALL. INCLUDE DETAIL/SPECS
 OF HOW IS SECOND FLOOR FRAMING
 ANCHORED TO THIS WALL. SECTION 104.2.2
 CITY AMENDMENTS TO SBC 1997.
 3-PROVIDE SAFETY GLASS AT BEDROOM #4.
 SECTION 2405.2 SBC 1997 (NOT 1999 ED.)
 4-PROVIDE COMPLETE STAIR SECTION/DETAILS
 AND SPECIFICATIONS. SECTION 1007 SBC.
 INCLUDE FIREBLOCKING, RAILINGS, ETC.
 5-SPECIFY DRAFSTOPPING TYPE AND LOCATION
 AT SECOND FLOOR FRAMING PLAN. SECTION
 2305.2.2 SBC 1997.
 6-PROVIDE SPECIFICATIONS/DETAILS FOR
 CEILING CONSTRUCTION AT ENTRY AND REAR
 PORCHES.
 SPECIFY ANCHOR TYPES AND SPACING.
 SECTION 2504 SBC 1997.
 7-PROVIDE PRODUCT APPROVAL FOR WINDOW
 MULLIONS, OVAL WINDOW AND SLIDING
 GLASS DOORS.
 -TWO HOUR CONCRETE BLOCK: PROVIDE
 CERTIFICATION FROM MANUFACTURER'S
 ENGINEER STATING THAT CONCRETE BLOCK
 EQUIVALENT THICKNESS COMPLIES WITH
 ASTM C140 FOR FIRE RESISTANCE.
 SECTION 709.3 SBC 1997.
 8-SEE COMMENTS ON PLANS AND REVISE/
 UPDATE DRAWINGS AS REQUIRED.
 INCLUDING COMMENTS BY OTHER TRADES.
 SEE LAST THREE PAGES OF BLUEPRINTS FOR
 THEIR COMMENTS.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2000-07-20 Cont ID  
Sent By jgomez Date 2000-07-20 Time 19:38 Rev Time 3.00
Received By jgomez Date 2000-07-20 Time 19:38 Sent To  
Notes
2001-01-08 00:00:00SECOND CHECKLIST:
 1-PERCENTAGE OF OPENINGS ALLOWED BY
 TABLE 600 OF SBC 1997 ISEXCEEDED AT
 RIGHT ELEVATION. DWGS WERE NOT REVISED
 2-DETAIL/SECTION AT COLUMN C8 IS
 INCOMPLETE. IT DOESN'T SPECIFY BOTTOM
 PLATE AND ANCHORS.
 SECTION 104.2.2 CITY AMENDMENTS.
 3-PROVIDE A COMPLETE WALL SECTION AT TWO
 STORY CBS WALL. INCLUDE DETAIL/SPECS
 OF HOW IS SECOND FLOOR FRAMING
 ANCHORED TO THIS WALL. SECTION 104.2.2
 CITY AMENDMENTS TO SBC 1997.
 4-PROVIDE SAFETY GLASS AT BEDROOM #4.
 SECTION 2405.2 SBC 1997.
 5-STAIRS SECTION/DETAIL:
 -NOT ENOUGH INFORMATION IS GIVEN TO
 DETERMINE THE STAIRWAY CONSTRUCTION AS
 PER SECTION 1007 OF SBC 1997.
 -INDICATE FIREBLOCKING. SEC 2305 SBC/97
 -TREAD AND RISER RATIO DOESN'T COMPLY
 WITH SECTION 1007.3 SBC 1997.
 6-SPECIFY DRAFSTOPPING TYPE AND LOCATION
 AT SECOND FLOOR FRAMING PLAN. SECTION
 2305.2.2 SBC 1997.
 7-STORM PANELS:
 -INSTALLATION SCHEDULE IS INCORRECT.
 ANCHOR SPECIFIED IS FOR CONCRETE OR
 MASONRY INSTALLATION ONLY. WHAT ABOUT
 SECOND FLOOR WOOD FRAMED WALLS?
 REVISE TYPE AND SPACING OF ANCHOR AS
 REQUIRED.
 -PROVIDE AN UPDATED PRODUCT APPROVAL.
 8-PROVIDE SPECIFICATIONS/DETAILS FOR
 CEILING CONSTRUCTION AT ENTRY AND REAR
 PORCHES. SPECIFY ANCHOR TYPES AND
 SPACING. SECTION 2504 SBC 1997.
 9-PROVIDE PRODUCT APPROVALS FOR TWO HOUR
 FIRE RATED CONCRETE BLOCK, WINDOW
 MULLIONS, OVAL WINDOW, ROOF TILE AND
 SLIDING GLASS DOORS.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2000-06-22 Cont ID  
Sent By jgomez Date 2000-06-22 Time 17:28 Rev Time 3.50
Received By jgomez Date 2000-06-22 Time 17:28 Sent To  
Notes
2001-01-08 00:00:00CHECKLIST:
 1-TWO SETS OF PLANS FOR ENTIRE BUILDING
 IS OK, BUT, NEED A PERMIT APPLICATION
 FOR EACH TOWNHOUSE.
 2-PAY IMPACT FEES TO PALM BEACH COUNTY.
 3-ARCHITECT TO DATE ALL DRAWINGS AND
 DOCUMENTS SUBMITTED FOR PUBLIC RECORD.
 FLORIDA STATUTES 481.221(A).
 4-PERCENTAGE OF OPENINGS ALLOWED BY
 TABLE 600 OF SBC 1997 ARE EXCEEDED AT
 RIGHT AND LEFT SIDE ELEVATIONS.
 5-CLARIFY WHY FOOTINGS FOR ONE STORY
 DWELLING AND TWO STORY DWELLING ARE
 THE SAME. PROVIDE CALCULATIONS.
 SECTION 104.2.2 CITY AMENDMENTS.
 6-PROVIDE COMPLETE DETAIL SECTION FOR
 COLUMN C8. TOP AND BOTTOM. SECTION
 104.2.2 CITY AMENDMENTS.
 -CLEARLY SPECIFY WOOD COLUMNS SIZES AND
 CONNECTORS. TOP AND BOTTOM.
 -PROVIDE COMPLETE DETAIL AT FOOTING F5.
 NOTE: MINIMUM DEPTH TO BE 16" AS PER
 SECTION 1804.1.9 CITY AMENDMENTS AND
 SECTION 1804.1.3 SBC 1997.
 7-PROVIDE A COMPLETE TWO STORY WALL
 SECTION. SEC 104.2.2 CITY AMENDMENTS.
 8-PROVIDE ATTIC ACCESS AT SECOND FLOOR.
 SECTION 2309.6 SBC 1997.
 9-PROVIDE SAFETY GLASS AS REQUIRED. SEE
 PLANS FOR COMMENTS. SEC 2405.2 SBC/97.
 10-PROVIDE COMPLETE SECTION DETAIL THRU
 STAIRS. SEC. 104.2.2 CITY AMENDMENTS.
 11-PROVIDE DESIGN PRESURES AT ALL EXT.
 OPENINGS (ONLY ONE TOWNHOUSE DONE).
 SECTION 1606 SBC 1997.
 12-REVISE ROOF TRUSS ANCHOR SCHEDULE.
 CONNECTORS SPECIFIED ARE FOR WOOD TO
 WOOD CONNECTION. WHAT ABOUT WOOD TO
 TIE BEAM CONNECTIONS?.
 13-COMPLETELY SPECIFY DRAFSTOPPING TYPE
 AND LOCATION AT SECOND FLOOR FRAMING
 PLAN. SECTION 2305.2.2 SBC 1997.
 -PROVIDE FIREBLOCKING AT ALL CONCEALED
 SPACES AS PER SECTION 2305 SBC 1997.
 14-PROVIDE PROFILE OF 2 HOUR DEMISING
 WALL SHOWING LOCATION OF BEAMS AND
 VERTICAL REINFORCEMENT. SEC. 104.2.2
 CITY AMENDMENTS.
 15-REVISE DESIGN CERTIFICATION FOR BLDG
 CODE COMPLIANCE FORM. MEAN ROOF HEIGHT
 AND BASIC VELOCITY PRESSURE GIVEN DO
 NOT MATCH. SEE TABLE 1606.2A SBC 1997.
 -MEAN ROOF FOR ENTIRE BUILDING IS
 26'-0" PLUS OR MINUS. MEAN ROOF HEIGHT
 IS TAKEN FROM GRADE, NOT FROM FINISH
 FLOOR, TO THE AVERAGE POINT OF THE
 HIGHEST ROOF.
 16-STORM PANELS:
 -PROVIDE A COMPLETE INSTALLATION SCHED.
 AS PER CITY SAMPLE (SEE ATTACHED) AND
 KEY PLAN.
 -CLEARLY HIGHLIGHT SPECIFIC MOUNTING
 CONDITIONS AND ANCHOR TYPE AND SPACING
 ACCORDING TO MEAN ROOF HEIGHT, DESIGN
 PRESSURES, PANEL SPAN, EDGE DISTANCE
 AND STRUCTURE TO BE ATTACHED TO.
 (MASONRY OR WOOD)
 17-DETAILS SHEET: CLEARLY INDICATE THE
 DETAILS THAT APPLY TO THIS PROJECT.
 CROSS OUT THE OTHERS.
 18-PROVIDE SPECIFICATIONS/DETAILS FOR
 CEILING CONTRUCTION AT ENTRY AND REAR
 PORCHES. INCLUDE FASTENER TYPE AND
 SPACING. SEC. 2504 SBC 1997.
 19-PROVIDE PRODUCT APPROVALS FOR TWO HR
 FIRE RATED CONCRETE BLOCK, WINDOW
 MULLIONS, ARCHED, FIXED RECTANGULAR,
 OVAL AND SINGLE HUNG WINDOWS WITH
 MUNTINGS, SLIDING GLASS DOORS.
 20-SEE ADDITIONAL COMMENTS ON PLANS AND
 REVISE ALL ORIGINALS AS REQUIRED.
  
  
 NOTE:
 PLEASE RETURN REVIEWED SET IN ORDER TO
 EXPEDITE THE REVIEW PROCESS.
Review Stop Z ZONING
Rev No 1 Status P Date 2000-05-19 Cont ID  
Sent By gjoyce Date 2000-05-19 Time 14:18 Rev Time 0.25
Received By gjoyce Date   Time   Sent To  
Notes
***NONE***


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