Plan Review Details - Permit 01101510
Plan Review Stops For Permit 01101510
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2002-05-24 Cont ID  
Sent By dpalmer Date 2002-05-24 Time 06:06 Rev Time 0.00
Received By dpalmer Date 2002-05-24 Time 06:06 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2001-11-14 Cont ID  
Sent By dpalmer Date 2001-11-14 Time 19:13 Rev Time 0.00
Received By dpalmer Date 2001-11-14 Time 19:13 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2002-05-25 Cont ID  
Sent By hmoser Date 2002-05-25 Time 14:47 Rev Time 0.50
Received By hmoser Date 2002-05-25 Time 14:47 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2001-11-07 Cont ID  
Sent By hmoser Date 2001-11-07 Time 17:18 Rev Time 0.33
Received By hmoser Date 2001-11-07 Time 17:18 Sent To  
Notes
2001-11-07 00:00:00NO MECHANICAL PERMIT NUMBER WITH
 APPLICATION 11/07/01H.M.
Review Stop P PLUMBING
Rev No 2 Status P Date 2002-06-01 Cont ID  
Sent By jleech Date 2002-06-01 Time 07:08 Rev Time 0.33
Received By jleech Date 2002-06-01 Time 07:08 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2001-11-06 Cont ID  
Sent By jleech Date 2001-11-06 Time 20:17 Rev Time 0.33
Received By jleech Date 2001-11-06 Time 20:17 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status P Date 2002-06-14 Cont ID  
Sent By jgomez Date 2002-06-14 Time 14:05 Rev Time 2.00
Received By jgomez Date 2002-06-14 Time 14:05 Sent To  
Notes
2002-06-14 00:00:00APPROVED WITH PROVISO:
 1-FLOOD ZONE AO. NEED TO PROVIDE THE
 ELEVATION CERTIFICATE.
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status F Date 2002-05-23 Cont ID  
Sent By jgomez Date 2002-05-22 Time 18:17 Rev Time 2.50
Received By jgomez Date 2002-05-22 Time 18:17 Sent To  
Notes
2002-05-22 00:00:00CHECKLIST:
 1-NEED RECORDED NOTICE OF COMMENCEMENT.
 2-SOIL TEST REPORT CALLS FOR FOUNDATION
 TO BE 16" MINIMUM WIDTH. FOUNDATION
 PLAN CALLS FOR 12"W. REVISE/CLARIFY AS
 REQUIRED.
 3-CONCRETE SLAB: PROVIDE JOINT DESIGN
 AND SPECS AS REQUIRED BY SEC. 1909.3
 FBC 2001. (IF APPLYING EXCEPTION, THEN
 SPECIFY SUPPORTS).
 4-SPECIFY ON PLANS THAT GLASS BLOCK TO
 BE 1 HR FIRE RATED AT ZERO LOT LINE
 WALL AS REQUIRED BY TABLE 600 FBC 2001
 PROVIDE UL LISTING AND SPECS FOR 1HR
 FIRE RATED GLASS BLOCK ASSEMBLY.
 5-CLARIFY SIZE OF EGRESS WINDOW AT BEDRM
 #3. FLOOR PLAN CALLS FOR ONE SIZE AND
 EXTERIOR ELEVATION FOR ANOTHER. MAKE
 SURE THAT SELECTED ONE MEETS THE MIN.
 CLEAR HEIGHT OPENING (24") REQUIRED BY
 SECTION 1005.4.4 FBC 2001.
 6-TRUSS DRAWINGS:
 A)CLARIFY GABLE END TRUSSES DESIGN.
 NOTES SAY THAT TRUSS TO BE BRACED
 ACCORDING TO THE STANDARD GABLE END
 DETAIL, BUT ON THE OTHER HAND OTHER
 NOTEON THE SAME PAGE SAYS THAT TRUSS
 WAS DESIGNED FOR A NON-GABLE ZONE.
 REVISE/CLARIFY SUCH CONFLICT.
 B)UPDATE ALL GENERAL TRUSS DETAILS TO
 MATCH THE NEW CODE USED ASCE 7-98 FOR
 140MPH.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2002-02-11 Cont ID  
Sent By jgomez Date 2002-02-11 Time 18:23 Rev Time 3.00
Received By jgomez Date 2002-02-11 Time 18:21 Sent To  
Notes
2002-02-11 00:00:00CHECKLIST:
 1-REAR ELEVATION EXCEEDS THE 40%
 PERCENTAGE OF EXTERIOR OPENINGS
 ALLOWED BY TABLE 600 SBC 1997. WALL
 AREA TO BE CONSIDERED IS MEASURED FROM
 FLOOR TO CEILING AREA PER FLOOR.
 2-PROVIDE NOTICE OF COMMENCEMENT WITH
 REVISED PARCEL AND PLAT #.
 3-ENGINEERED TRUSSES:
 A)ARE DESIGNED USING SFBC, NOT SBC AND
 SPECIFY 1997 EDITION.
 B)ENGINEERED TRUSSES ARE NOT LEGIBLE.
 C)MAKE SURE PROVISIONS FROM ASCE 7
 AND CHAPTER 16 OF SBC 1997 ARE NOT
 MIXED. NEED TO USE ONE OR THE OTHER.
 SEE SEC. 1606.1.2.1 SBC 1997.
 4-VERIFY THAT CONNECTORS SPECIFIED ON
 DWG 3B WILL RESIST LOADS CALCULATED ON
 ENGINEERED TRUSSES. EG: SEE TRUSS T11
 AND HORIZONTAL FORCES CALCULATED.
 5-SPECIFY CEILING INSTALLATION AT FRONT
 AND BACK PORCHES. SEE ASTM C-926 AND
 ASTM C-1063.
 SECTION 2504.2 SBC 1997.
 6-CLEARLY SPECIFY ANCHOR SIZE ON SHEET
 3B. EG: HETA 16, 20 OR 24 ETC.
 TO VERIFY UPLIFT AND HORIZONTAL LOADS
 ON RESPECTIVE CATALOGUES.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2001-11-29 Cont ID  
Sent By jgomez Date 2001-11-29 Time 18:53 Rev Time 2.00
Received By jgomez Date 2001-11-29 Time 18:53 Sent To  
Notes
2001-11-29 00:00:00CHECKLIST:
 1-REAR ELEVATION EXCEEDS THE MAXIMUM
 AMOUNT OF OPENING PERCENTAGE ALLOWED
 BY TABLE 600 OF SBC 1997. REVISE AS
 REQUIRED.
 2-REVISE ENERGY CALCULATIONS:
 -UNDER ATTIC AREA: SEE SEC. 604.1.A.1
 OF FLORIDA ENERGY CODE, 1997 ED.
 -WALLS: THERE IS NOT EXT. FRAME WALL.
 -REVISE # OF BEDROOMS: SEE BEDROOM
 DEFINITION ON FL. ENERGY CODE, 1997 ED
 3-PROVIDE CURRENT UL ASSEMBLY # FOR ONE
 HR FIRE RATED GLASS BLOCK ASSEMBLY.
 4-PROVIDE UPDATED PRODUCT APPROVAL FOR
 ENTRY DOORS.
 5-TRUSS DRAWINGS:
 -UPDATE GENERAL DETAILS. USE ASCE 7-95
 FOR 140MPH, NOT ASCE 7-93 110MPH OR
 USE SBC 1997 FOR 110 MPH.
 -MAKE SURE ALL DETAILS AND NOTES ARE
 LEGIBLE.
 -REVIEW STAMP ON TRUSS LAYOUT DOESN'T
 IDENTIFY THE FIRM WHO REVIEW ALL TRUSS
 DRAWINGS. (NOTE: ENGINEER SHALL NOT
 SIGN AND SEAL THESE DRAWINGS. ONLY THE
 STANDARD REVIEW STAMP IS REQUESTED).
 6-SOIL TEST REPORT ENGINEER TO PROVIDE
 ORIGINAL SIGNATURE AS REQUIRED BY
 CHAPTER 471 OF FLORIDA STATUTES.
 7-SEE PLANS FOR ADDITIONAL COMMENTS.
Review Stop Z ZONING
Rev No 1 Status P Date 2001-10-30 Cont ID  
Sent By sgraham Date 2001-10-30 Time 11:48 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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