Plan Review Details - Permit 03100565
Plan Review Stops For Permit 03100565
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-12-15 Cont ID  
Sent By jgomez Date 2003-12-15 Time 14:42 Rev Time 3.00
Received By jgomez Date 2003-12-15 Time 14:41 Sent To PC
Notes
2003-12-15 00:00:00MASTER BUILDING REVIEW CHECKLIST:
 1-ARCHITECT SELAING PLANS TO HAVE HIS
 INFORMATION ON PLANS. SEE CHAPTER
 61G1-16.004 FOR ARCHITECT'S OBLIGATION
 WHEN SUBMITTING INFORMATION FOR
 PUBLIC RECORDS.
 2-PROVIDE SPECIFIC UL ASSEMBLY FOR HOUR
 FIRE RATED GLASS BLOCK AND REVISE
 DETAIL/SPECS AS SPECIFIED ON SUCH UL
 ASSEMBLY.TABLE 600 FBC.
 3-TRUSS DRAWINGS ARE FOR ANOTHER MODEL.
 RESUBMIT AS REQUIRED.
 **NOTES: A)TRUSS ENGINEER TO SIGN, SEAL,
 DATE AND PUT HIS INFORMATION ON TRUSS
 LAYOUT AS WELL. CHAPTER 471 FL. ST.
 B)ENGINEER OF RECORD TO REVIEW TRUSS
 PACKAGE PRIOR TO SUBMITTAL.
 C)REVISE INFORMATION ON TRUSS DWGS:
 *-DESIGN CRITERIA; ADD ATTIC LIVE LOAD
 AS REQ'D BY TABLE 1604.1 FBC 2001.
 *-CODE SECTION AND GENERAL NOTES ON
 ENGINEERED TRUSSES CITE WRONG CODE.
 *UPDATE TPI REFERENCE. SEE CHAPTER
 35 FBC 2001.
  
 4-REVISE GARAGE DOOR BUCK DETAIL. HOW IS
 2 3/4" LONG TAPCON GOINT TO ALLOW 2"
 EMBEDMENT IN MASONRY IF GOING THRU 2X6
 WOOD BUCK. SEC. 104.2.1.2 OF CITY
 AMENDMENTS TO FBC 2001.
 5-REVISE SPECIFICATIONS FOR CEILING
 INSTALLATION AT FRONT AND REAR PORCH.
 SIZE OF NAIL SPECIFIED IS TOO SHORT.
 SEE ASTM C-1063. ALSO, SPECIFY SPACING
 6-CLARIFY/REVISE DESIGN PRESSURES AT
 EXTERIOR OPENINGS. TABLES 1606.2A AND
 1606.2E FBC 2001. SOME PRESSURES WERE
 CHANGED ON SHEET 3A, BUT, NOT ON 3B.
 7-STORM SHUTTERS: A)STATEWIDE PRODUCT
 APPROVAL DOESN'T MATCH DRAWINGS.
 THERE ARE 2 DIFFERENT COMPANIES.
 B)NEED COMPLETE INSTALLATION SCHEDULE W/
 ANCHOR TYPE AND SPACING.
 C)CLEARLY MARK ON DRAWINGS SPECIFIC
 MOUNTING CONDITIONS, ANCHOR TYPE AND
 SPACING TO BE USED ACCORDING TO THE
 EDGE DISTANCE, CONNECTION TYPE, PANEL
 SPAN, DESIGN PRESSURES AND STRUCTURE
 TO BE ATTACHED TO. SEC. 104.2.1.2
 CITY AMENDMENTS TO FBC 2001.
  
 8-ENGINEER OF RECORD TO SPECIFY ROOF
 TILE FASTENING AS REQ'D BY SECTION
 104.2.1.1 CITY AMENDMENTS TO FBC 2001.
  
 9-PROVIDE FLORIDA PRODUCT APPROVALS OR
 SITE SPECIFIC ENGINEERING FOR:
 A)GARAGE DOORS.
 B)GLASS BLOCK.
 C)DOORS AND WINDOWS. NORANDEX DRAWINGS
 DON'T MATCH FLORIDA PRODUCT APPROVAL.
 D)STRUCTURAL CONNECTORS. EG: TRUSS
 ANCHORS.
 E)WINDOW MULLIONS.
  
 10-REVISE/UPDATE TRUSS ANCHOR SCHEDULE
 AND ALL DETAILS THAT ARE AFFECTED BY
 SEC. 1609.4.3 FBC 2001 WHICH DOESN'T
 ALLOW ALLOWABLE STEEL STRESS TO BE
 INCREASED. PROVIDE CALCULATIONS FOR
 VALUES OTHER THAN THOSE PUBLISHED ON
 THE CATALOGUE. SEC. 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.
 11-REVISE GARAGE BUCK DETAIL. HOW IS 2"
 EMBEDMENT INTO COLUMN ACHIEVED WITH
 2 3/4" TAPCON GOING THRU 2X6 BUCK?
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 12-REVISE WINDOW BUCK DETAIL. SEE SEC.
 1707.4.4.2 FBC 2001 FOR PROPER BUCK
 INSTALLATION.
 13-SHEET 37: MISSING CONNECTOR AT ONE
 END OF GIRDER TRUSS AT PORCH. SECTION
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 B)CLARIFY WHERE IS CONNECTOR EHUH 28-3
 TAKEN FROM. UNABLE TO FIND IN USP
 REVISED CATALOGUE.
  
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ @ 805-6712.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-11-07 Cont ID  
Sent By jleech Date 2003-12-10 Time 16:54 Rev Time 4.00
Received By jgomez Date 2003-11-06 Time 16:19 Sent To P
Notes
2003-11-06 00:00:00BUILDING CHECKLIST:
 1-ARCHITECT SEALING PLANS TO HAVE HIS
 NAME WRITTEN AS REQ'D BY CHAPTER
 61G1-16.004.
 **ALSO, ARCHITECT TO DATE PLANS WHEN
 SEALING THEM.
 2-DESIGN CRITERIA: SPECIFY ATTIC LIVE
 LOAD AS REQUIRED BY TABLE 1604.1
 FBC 2001 FOR STORAGE OR NON-STORAGE.
 3-REVISE ONE HR FIRE RATED GLASS BLOCK
 ASSEMBLY DETAIL. PROVIDE SPECIFIC UL
 ASSEMBLY LISTING TO BE USED AND REVISE
 DETAIL TO MATCH ULSPECIFICATIONS.
 **NOTE: 12"X12"X4" GLASS BLOCK DOESN'T
 MEET THE SPECS FOR ONE HR FIRE RATING.
 SEE UL LISTED ASSEMBLY.
 4-SPECIFY SUPPORTS AND SPACING FOR WWM
 IN CONCRETE SLAB. SEE SEC. 1909.3 FBC
 5-PROVIDE 2 COMPLETE SETS (SIGNED AND
 SEALED) OF TRUSS DRAWINGS REVIEWED BY
 ENGINEER OF RECORD.
 6-SPECIFY SAFETY GLASS AT: A)BATHRM #2.
 B)ENTRY DOOR SIDELITE.
 C)GLASS BLOCK IF FACE THICKNESS IS LESS
 THAN 0.25".
 SECTION 2405.2 FBC 2001.
 7-CLARIFY GARAGE DOOR FASTENER SPACING.
 SEE DETAIL B/4 AND NOTES ON DWG #2.
 ALSO, CLARIFY WHY ARE THERE MORE FASTE
 NERS AT HEADER THAN AT JAMBS IF GARAGE
 DOORS ARE TRANSFERRED TO THE JAMBS,
 NOT TO THE HEADER. SECTION 104.2.1.2
 CITY AMENDMENTS TO FBC 2001.
 8-PROVIDE DETAIL/SPECS FOR CEILING INSTA
 LATION AT FRONT AND REAR PORCHES. SEE
 ASTM C-926 AND ASTM C-1063 AND SPECIFY
 ALL MATERIALS AND FASTENERS.
 SEC. 2504.2 FBC 2001.
 9-SPECIFY CALCULATED UPLIFT LOADS ON
 ROOF FRAMING PLANS. SEC. 104.2.1.2
 CITY AMENDMENTS TO FBC 2001.
 10-CLARIFY/REVISE DESIGN PRESSURES AT
 EXTERIOR OPENINGS. VALUES GIVEN DON'T
 CORRESPOND TO TABLES 1606.2A AND
 1606.2E FBC 2001 ACCORDING TO LOCATION
 (END OR INTERIOR ZONE). ALSO, HOW COME
 LARGER OPENINGS WILL HAVE THE SAME
 PRESSURES AS SMALLER OPENINGS. SECTION
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 11-STORM SHUTTERS: A)PROVIDE STATEWIDE
 PRODUCT APPROVAL AS OF OCT. 1ST. 2003.
 SEE ATTACHED QUESTIONS & ANSWERS COPY.
 B)PROVIDE KEY PLAN AND COMPLETE INSTALLA
 TION SCHEDULE.
 C)CLEARLY MARK ON DRAWINGS SPECIFIC
 MOUNTING CONDITIONS AND ANCHOR TYPE &
 SPACING TO BE USED ACCORDING TO THE
 DESIGN PRESSURES, EDGE DISTANCE, PANEL
 SPAN, CONNECTION TYPE AND STRUCTURE TO
 BE ATTACHED TO (MASONRY OR CONCRETE).
  
 12-OWNER/AGENT AND PREPARER TO SIGN AND
 DATE ENERGY CALCULATIONS.
 13-PROVIDE STATEWIDE PRODUCT APPROVALS
 FOR DOORS, WINDOWS, MULLIONS, ROOF
 REQUIRED AS OF OCT. 1ST 2003. SEE
 FLORIDA PRODUCT APPROVAL QUESTIONS AND
 ANSWERS COPY. ATTACHED.
 14-SEE COMMENTS ON MARKED SET OF PLANS &
 RETURN REVIEWED SET AFTER CORRECTIONS
 ARE DONE TO ORIGINAL SET TO EXPEDITE
 REVIEW PROCESS WITHOUT HAVING TO GO
 OVER ALL PLANS AGAIN.
 15-UPDATE INFORMATION ON SHEET 1. SEE
 COMMENTS ON PLAN.
 16-REVISE/UPDATE TRUSS ANCHOR SCHEDULE
 AND ALL DETAILS THAT ARE AFFECTED BY
 SEC. 1609.4.3 FBC 2001 WHICH DOESN'T
 ALLOW ALLOWABLE STEEL STRESS TO BE
 INCREASED. PROVIDE CALCULATIONS FOR
 VALUES OTHER THAN THOSE PUBLISHED ON
 THE REVISED ANCHOR CATALOGUE. SECTION
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 B)SPECIFY SPECIFIC ANCHOR, STRAP SIZE TO
 PROPERLY CHECK LOADS.
 17-NOTE #8 ON SHEET #2: CLARIFY WHY
 NAILING IS NOT REQUIRED AT EDGES. SEC.
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 18-SHEET #4:A)SPECIFY ROOF TILE FASTENER
 SEC. 104.2.1.1 CITY AMENDMENTS TO FBC.
 B)REVISE BUCK DETAILS. SEE SECTION
 1707.4.4.2 FBC 2001 FOR PROPER BUCK
 INSTALLATION.
 C)COMPLETE DOOR BUCK DETAIL. SHOW DOOR &
 SEE SEC. 1707.4.4.2 FBC 2001.
 D)CLARIFY DETAIL 5/4. HOW ARE 2 2X4'S
 FASTENED WITH 3" LONG TAPCON?. SEC.
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 E)STUCCO ON PLAYWOOD SHEATHING TO BE
 7/8" MIN. SEE ASTM C-926.
  
 19-SHEET #7: A)SPECIFY UPLIFT LOADS AT
 PORCH GIRDER TRUSS. SECTION 104.2.1.2
 CITY AMENDMENTS TO FBC 2001.
 B)CLARIFY WHERE IS CONNECTOR EHUH 28-3
 TAKEN FROM?. UNABLE TO FIND ON USP
 CATALOGUE 2003 (REVISED CATALOGUE).
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2003-12-04 Cont ID  
Sent By dpalmer Date 2003-12-04 Time 08:08 Rev Time 0.50
Received By dpalmer Date 2003-12-04 Time 07:56 Sent To M
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-10-20 Cont ID  
Sent By csiegber Date 2003-12-01 Time 09:35 Rev Time 0.50
Received By dpalmer Date 2003-10-20 Time 16:45 Sent To M
Notes
2003-10-20 00:00:00************* UNSAT ***************
  
 1)NOTE: PLEASE SEE THAT TWO SETS OF PLAN
 -S WERE SUBMITTED FOR REVIEW. PLANS
 WERE SUBMITTED FOR A MASTER. THE RH AND
 LH MODELS WOULD NEED TO COME IN UNDER
 TWO SEPARATE MASTERS.
  
 2)NOTE:
  
 OK
  
  
  
 3)NOTE: PLEASE PROVIDE ALL ROOM DESIGNAT
 -IONS ON PLANS.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW.IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-12-01 Cont ID  
Sent By csiegber Date 2003-12-01 Time 09:35 Rev Time 0.00
Received By csiegber Date 2003-12-01 Time 09:35 Sent To E
Notes
2003-12-01 00:00:00TO DP DESK/DRAWING REVIEW
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-10-09 Cont ID  
Sent By csiegber Date 2003-10-09 Time 15:50 Rev Time 0.00
Received By csiegber Date 2003-10-09 Time 15:50 Sent To  
Notes
2003-10-09 00:00:00TO SFD RACK/E
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2003-12-08 Cont ID  
Sent By pkrauss Date 2003-12-08 Time 08:58 Rev Time 0.40
Received By pkrauss Date 2003-12-08 Time 08:56 Sent To P
Notes
2003-12-08 00:00:00PLAN CHECK - DENIED
 BOTH MODELS 1975-L & 1975-R, RETURN AIR
 JUMPER FROM THE MASTER BEDROOM NOT SIZED
 PROPERLY.PER REVISED 2001 FBC(M) 601.4
 EFFECTIVE JUNE 30, 2003, TRANSFER DUCTS
 (JUMPERS) SHALL BE 1 1/2 TIMES THE TOTAL
 SUPPLY AIR TO THE MASTER BEDROOM.THE
 DOOR SHALL HAVE A 1" CLEAR UNDERCUT.
 SEE ATTACHED AND REVISE PLANS
 ACCORDINGLY.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2003-10-22 Cont ID  
Sent By dpalmer Date 2003-12-04 Time 08:08 Rev Time 0.25
Received By pkrauss Date 2003-10-22 Time 07:45 Sent To P
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2003-12-10 Cont ID  
Sent By jleech Date 2003-12-10 Time 16:54 Rev Time 0.50
Received By jleech Date 2003-12-10 Time 16:54 Sent To B
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2003-11-08 Cont ID  
Sent By pkrauss Date 2003-12-08 Time 09:11 Rev Time 0.25
Received By jleech Date 2003-11-08 Time 07:26 Sent To B
Notes
***NONE***


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