Plan Review Details - Permit 01110988
Plan Review Stops For Permit 01110988
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2002-02-06 Cont ID  
Sent By btrobaug Date 2002-02-06 Time 11:22 Rev Time 0.00
Received By btrobaug Date 2002-01-30 Time 16:01 Sent To B
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2001-12-11 Cont ID  
Sent By dpalmer Date 2001-12-11 Time 06:57 Rev Time 0.00
Received By dpalmer Date 2001-12-11 Time 06:57 Sent To  
Notes
2001-12-11 00:00:00****************** UNSAT ***********
  
  
 1)NOTE: PLEASE NOTE, MISSING CONDUIT AND
 CONDUCTOR SIZES FROM METER TO MAIN DISC-
 S. PLEASE CLARIFY.
  
 2)NOTE: PLEASE NOTE MISSING GARAGE RECEP
 210-52G AND GFI/ PER 210-8.
  
 3)NOTE: PLEASE NOTE MISSING SMOKE DETECT
 IN BEDROOM #4. PER NFPA-72 2-2.1.1.1
  
 4)NOTE: PLEASE NOTE MISSING OUTLET ON
 KITCHEN COUNTERSPACE AS GFI. PER 210-8-
 A-6.
  
 5)NOTE: PLEASE SUBMIT AIC RATINGS FOR
 ALL NEW EQUIPMENT BEING INSTALLED.
 MAINS/PANELS/BREAKERS MUST BE RATED FOR
 THE AVAILABLE FAULT CURRENT PER 110-9.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICALPLAN REVIEW
 561-659-8096 EXT 8372
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2001-12-13 Cont ID  
Sent By hmoser Date 2001-12-13 Time 17:35 Rev Time 0.33
Received By hmoser Date 2001-12-13 Time 17:35 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2001-12-10 Cont ID  
Sent By hmoser Date 2001-12-10 Time 18:07 Rev Time 0.33
Received By hmoser Date 2001-12-10 Time 18:07 Sent To  
Notes
2001-12-10 00:00:00PLAN DENIED
 NO ENERGY CALCS OR MANUAL J
 PLAN REVIEW BY HAROLD MOSER
 [561]659-8096 EXT.8390
Review Stop P PLUMBING
Rev No 5 Status P Date 2002-12-09 Cont ID  
Sent By kstevens Date 2002-12-09 Time 09:04 Rev Time 1.00
Received By kstevens Date 2002-12-09 Time 09:04 Sent To  
Notes
2002-12-09 00:00:00REVISION OK - SANT. RISER DIAGRAM
Review Stop P PLUMBING
Rev No 4 Status F Date 2002-05-15 Cont ID  
Sent By kstevens Date 2002-05-15 Time 17:06 Rev Time 0.00
Received By kstevens Date 2002-05-15 Time 17:06 Sent To  
Notes
2002-05-15 00:00:00DENIED
 REFERENCE: SPC-94
  
 1) ALL REVISIONS TO A SIGNED AND SEALED
 ARCHITECTURAL PLANS SHALL BE SIGNED AND
 SEALED BY THE ARCHITECT OF RECORD. TITLE
 BLOCK ON REVISIONS REQUIRED.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop P PLUMBING
Rev No 3 Status P Date 2002-03-30 Cont ID  
Sent By jleech Date 2002-03-30 Time 11:30 Rev Time 0.50
Received By jleech Date 2002-03-30 Time 11:29 Sent To  
Notes
2002-03-30 00:00:00SHOP DRAWINGS
Review Stop P PLUMBING
Rev No 2 Status P Date 2002-01-26 Cont ID  
Sent By jleech Date 2002-01-26 Time 09:44 Rev Time 0.50
Received By jleech Date 2002-01-26 Time 09:44 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2001-12-07 Cont ID  
Sent By kstevens Date 2001-12-07 Time 16:46 Rev Time 0.33
Received By kstevens Date 2001-12-07 Time 16:46 Sent To  
Notes
2001-12-07 00:00:00DENIED
 REFERENCE: SPC-9
  
 1) SANITARY RISER DIAGRAM DOES NOT MATCH
 FLOOR PLAN. POWDER ROOM AND MASTER BATH
 ARE NOT REFLECTED ON RISER DIAGRAM.
 PLEASE RESUBMIT.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop R ROOF PLAN REVIEW
Rev No 5 Status F Date 2002-05-09 Cont ID  
Sent By jgomez Date 2002-05-09 Time 10:52 Rev Time 0.50
Received By jgomez Date 2002-05-09 Time 10:52 Sent To  
Notes
2002-05-09 00:00:00TRUSS DRAWINGS SECOND CHECKLIST:
 1-TRUSS LAYOUT: REVISE/UPDATE AGAIN.
 NEED SPECIFIC INFORMATION. SBC 1997
 FOR 110MPH AS PER DESIGN CRITERIA
 USED FOR THE BUILDING ARCHITECT.
 ASCE 7-93 AND SBC 1997 CAN'T BE MIXED
 TOGETHER. SEC. 1606.1.2 SBC 1997.
 IF USING ASCE, THEN THE CORRECT ONE IS
 ASCE 7-95 FOR 140 MPH.
 2-UPDATE AND PROVIDE LEGIBLE AND CLEAR
 GENERAL TRUSS DETAILS AND SPECS
 ACCORDING TO THE CODE USED.
 3-CLARIFY WHY THERE ARE TWO ENGINEERS
 ON GENERAL TRUSS DETAILS. WHO IS THE
 ONE WHO PREPARED THE DETAILS? CHECK
 CHAPTER 471 FLORIDA STATUTES FOR
 ENGINEER'S RESPONSIBILITIES.
 SAME APPLIES FOR TRUSS LAYOUT.
 4-REVISE ENGINEERED TRUSS DRAWINGS:
 A)CODE USED TO BE SPECIFIC INCLUDING THE
 YEAR. EG: SBC 1997.
 B)DESIGN CRITERIA ON MIDDLE OF PAGE SAYS
 SBC/ANSI95 WHILE NOTES AT THE BOTTOM
 OF PAGE SAYS ASCE 7-93. SBC AND ASCE
 CAN'T BE MIXED TOGETHER (SEC 1606.1.2.
 SBC 1997). BESIDES, THE RIGHT ASCE IS
 ASCE 7-95 FOR 140MPH.
 C)NOTE THAT SAYS THAT THIS TRUSSES
 COMPLIES WITH FLORIDA BUILDING CODE IS
 NOT TRUE. REVIEW FBC 2001. BESIDES
 FBC 2001 USES ASCE 7-98.
  
 5-ARCHITECT TO PROVIDE A CLEAR ANCHOR
 SCHEDULE WITH CONNECTORS THAT RESIST
 THE UPLIFT & LATERAL LOADS CALCULATED
 ON ENGINEERED TRUSSES. SOME CONNECTORS
 DON'T MEET SUCH LOADS. REVIEW TRUSSES.
 **NOTE: ANCHOR SCHEDULE CALLS FOR USP
 ETA CONNECTORS. WHAT PAGE ON THE USP
 CATALOGUE ARE THESE CONNECTORS LISTED?
 I LOOKED THROUGHT CATALOGUE AND WAS
 NOT ABLE TO FIND IT.
 6-RE-SUBMITTAL FEES WILL BE APPLIED
 WHEN RESUBMITTING TRUSSES FOR MULTIPLE
 REVIEWS. SEE ATTACHED COPY FOR
 RE-SUBMITTAL FEES.
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status F Date 2002-04-01 Cont ID  
Sent By jgomez Date 2002-04-01 Time 12:17 Rev Time 4.00
Received By jgomez Date 2002-04-01 Time 12:17 Sent To  
Notes
2002-04-01 00:00:00SUBMITTAL CHECKLIST:
 1-PROVIDE SITE SPECIFIC ENGINEERING
 INFORMATION. USE ATTACHED SAMPLE,WHICH
 NEEDS TO BE SIGNED, SEALED & DATED BY
 THE MANUFACTURER'S ENGINEER AND BY THE
 ARCHITECT OF RECORD AS WELL. (DON'T
 FORGET TO INCLUDE ENGINEER'S AND
 ARCHITECT INFORMATION AS REQUIRED BY
 CHAPTER 471/481 OF FLORIDA STATUTES
 WHEN SUBMITTING DOCUMENTS FOR PUBLIC
 RECORDS.
 **NOTE: STOREFRONT PRODUCT APPROVAL
 SUBMITTED DOESN'T INCLUDE BUTT GLAZING.
 GLASS IS SUPPORTED ON MULLIONS.
 2-PROFESSIONAL OF RECORD TO PROVIDE 2X
 STRUCTURAL BUCK DETAIL FOR ENTRY DOORS
 AND STOREFRONT SYSTEM (SEE PRODUCT
 APPROVALS).
 3-TRUSS DRAWINGS:
 A)ALL TRUSS DRAWINGS TO BE REVIEWED BY
 PROFESSIONAL OF RECORD PRIOR TO SUB-
 MITTAL. USE STANDARD REVIEW STAMP.
 B)TRUSS LAYOUT: REVISE/UPDATE DESIGN
 CRITERIA. ASCE 7-95 FOR 140MPH OR SBC
 1997 FOR 110MPH.
 C)UPDATE GENERAL TRUSS DETAILS & ENG'R
 TO SIGN, SEAL AND THEM AS REQUIRED BY
 CHAPTER 471 OF FLORIDA STATUTES.
 SEE REVIEWED SET FOR COMMENTS AND
 PROVIDE LEGIBLE DRAWINGS.
 D)REVISE ENGINEERED TRUSS DRAWINGS:
 DESIGN CRITERIA TO BE ASCE 7-95 140MPH
 OR SBC 1997 110MPH NOT SFBC.
 (NOTE: MUST BE SPECIFIC WITH EDITION
 OF CODE. EG: SBC 1997 OR ASCE 7-95)
 E)ARCHITECT REVISE /UPDATE TRUSS ANCHOR
 SCHEDULE. CLARIFY WHICH USP CATALOGUE
 WAS USED. I WAS UNABLE TO FIND ETA
 CONNECTORS IN THE USP 2001 CATALOGUE.
 ALSO, WHEN REVIEWING ENGINEERED TRUSS
 CHECK THAT CONNECTORS SPECIFIED WILL
 RESIST THE UPLIFT LOADS CALCULATED AND
 THEY WILL BE APPROPRIATE TO INSTALL
 ACCORDING TO THE TRUSS PROFILE.
 EG: SEE PROFILE OF TRUSS H10 AND
 CONNECTOR SPECIFIED. CONNECTOR WAS
 DESIGNED TO GO AROUND TRUSS TOP CHORD.
 HOW IS THIS ACHIEVED AT THE END SIDE
 OF TRUSS WHERE HEEL IS VERY HIGH?
  
  
 NOTE:
 STAMPED DRAWINGS AND PRODUCT APPROVALS
 ARE THE ONES THAT ARE APPROVED.
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2002-03-14 Cont ID  
Sent By jgomez Date 2002-03-13 Time 18:17 Rev Time 0.33
Received By jgomez Date 2002-03-13 Time 18:17 Sent To  
Notes
2002-03-13 00:00:00REVISIONS ARE APPROVED.
 PLEASE SUBMIT ALL INFORMATION REQUESTED
 ON PROVISO DATED 2-6-02.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2002-02-07 Cont ID  
Sent By jgomez Date 2002-02-07 Time 17:09 Rev Time 4.50
Received By jgomez Date 2002-02-06 Time 19:55 Sent To  
Notes
2002-02-07 00:00:00APPROVED WITH PROVISO:
 1-SOIL TEST REPORT TO HAVE ORIGINAL SEAL
 SIGNATURE AND DATE AS REQUIRED BY
 CHAPTER 471 FLORIDA STATUTES WHEN
 SUBMITTING DOCUMENTS FOR PUBLIC RECORD
 2-PROVIDE COMPLETE INFORMATION FOR STORM
 SHUTTERS UNDER A SEPARATE PERMIT.
 3-PROVIDE AT LEAST ONE BATHROOM WITH A
 DOOR THAT ALLOWS AT LEAST 29" CLEAR
 OPENING (POWDER RM DOESN'T QUALIFY).
 4-PROVIDE PRODUCT APPROVAL FOR:
 A)ENTRY DOORS (ONE SUBMITTED EXPIRED).
 B)GLASS BLOCK WITH LEGIBLE DRAWINGS.
 C)BUTT GLAZING ASSEMBLY AS SHOWN ON
 PLANS. IF PRODUCT APPROVAL IS NOT
 AVAILABLE, THEN PROVIDE COMPLETE
 ENGINEERING & SPECIFICATIONS FOR SITE
 SPECIFIC INSTALLATION AND USE ATTACHED
 SAMPLE FORM. THIS FORM TO BE SIGNED,
 SEALED AND DATED BY THE MANUFACTURER'S
 ENGINEER AND BY THE ARCHITECT OF
 RECORD.
 D)BBQ UL LISTING.
 E)FIXED WINDOWS: CLEARLY INDICATE ON
 APPROVED DRAWINGS THE COMPONENTS TO BE
 USED IN THIS PROJECT.
 ALSO, INDICATE WINDOWS TO BE USED
 ACCORDING TO THE DESIGN PRESSURES
 CALCULATED BY THE ARCHITECT.
 F)HIGH DENSITY FOAM SPECS.
 5-PROVIDE COMPLETE SPECIFICATIONS FOR
 CEILING INSTALLATION AT ENTRY AND REAR
 PORCH. DON'T CITE THE CODE. SEE ASTM
 C926 AND ASTM C1063 AND PROVIDE THE
 REQUIRED SPECIFICATIONS.
 SEC. 104.2.1 CITY AMENDMENTS TO SBC/97
 6-REVISE DETAIL E OF A8 TO MATCH ACTUAL
 CONDITIONS. SEE FRONT ELEVATION.
 7-CLARIFY TRUSS ANCHOR SCHEDULE. WHAT
 CATALOGUE WAS USED TO FIND THE ETA
 CONNECTORS?.
 8-PROVIDE PLANS/DETAILS FOR OPTIONAL
 SHOWER AT POWDER ROOM.
 9-PROVIDE SURVEY WITH BUILDING LAYOUT.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2001-12-28 Cont ID  
Sent By jgomez Date 2001-12-28 Time 16:45 Rev Time 3.50
Received By jgomez Date 2001-12-28 Time 16:45 Sent To  
Notes
2001-12-28 00:00:00CHECKLIST:
 1-AFTER ORIGINAL DRAWINGS ARE REVISED,
 PLEASE BRING THEM TO THE COUNTY TO
 PAY IMPACT FEES. BRING PAID RECEIPT.
 2-NEED TO RECORD NOTICE OF COMMENCEMENT.
 3-PROVIDE SOIL TEST REPORT WITH INFO.
 REQUIRED ON SECTION 1804.2.7 OF CITY
 AMENDMENTS TO SBC 1997.
 4-ARCHITECT TO FILL OUT THE DESIGN
 CERTIFICATION FOR BUILDING CODE
 COMPLIANCE FORM. ATTACHED.
 5-SPECIFY SAFETY GLASS WHERE REQUIRED.
 SEE PLANS AND SECTION 2405.2 SBC 1997.
 6-REVISE ENERGY CALCULATIONS:
 A)REVISE UNDER ATTIC AREA. SEE SECTION
 604.1.A.1 FLORIDA ENERGY EFFICIENCY
 CODE FOR BUILDING CONSTRUCTION, 1997.
 B)REVISE # OF BEDROOMS. SEE PLANS AND
 BEDRM DEFINITION ON FL. ENERGY CODE.
 C)COMPLETE INFORMATION ON TOP OF FORM.
 D)OWNER/AGENT TO SIGN AND DATE THE
 ENERGY CALCULATIONS.
  
 7-PROVIDE PLANS FOR OPTIONAL BATHROOM
 AT BEDROOM #4.
 8-SPECIFY SIZE OF ATTIC ACCESS. SECTION
 2309.6 SBC 1997.
 9-BEDROOM #5 WINDOWS DON'T COMPLY WITH
 EGRESS REQUIREMENTS OF SECTION 1005.4
 SBC 1997. 24SH WINDOW DON'T PROVIDE
 THE MIN. CLEAR HT OPENING REQUIRED.
 10-PROVIDE COMPLETE INFORMATION FOR
 STORM PANELS. SEE ATTACHED POLICY OR
 APPLY UNDER A SEPARATE PERMIT.
 11-PROVIDE AT LEAST ONE BATHROOM WITH A
 DOOR THAT HAS A 29" CLEAR OPENING.
 SECTION 11 OF FLORIDA ACCESSIBILITY
 CODE FOR BUILDING CONSTRUCTION, 1997.
 12-PROVIDE PRODUCT APPROVAL FOR:
 A)ROOF TILE. B)EXTERIOR DOORS AND
 WINDOWS, INCLUDING ARCHED WINDOWS AND
 FIXED WINDOWS. C)GARAGE DOORS. D)BUTT
 GLAZING ASSEMBLY AS SHOWN ON PLANS.
 E)FIREPLACE. F)GLASS BLOCK. G)BBQ UL
 LISTING. H)WINDOW MULLIONS.
 13-PROVIDE COMPLETE SPECIFICATIONS FOR
 STUCCO APPLICATION AT ENTRY AND REAR
 PORCH AS REQUIRED BY ASTM C 926 AND
 ASTM C1063.SEC. 2504.2 SBC 1997.
 14-TRUSS ANCHOR SCHEDULE NEED TO BE
 UPDATED. SEMCO AND HUGHES ARE NOT
 LONGER IN BUSINESS. USP BOUGHT THEM.
 15-SEE PLANS FOR ADDITIONAL COMMENTS AND
 PLEASE RETURN REVIEWED SET OF PLANS
 AFTER CORRECTIONS ARE DONE TO THE
 ORIGINAL DRAWINGS IN ORDER TO EXPEDITE
 THE REVIEW PROCESS.
Review Stop Z ZONING
Rev No 2 Status P Date 2002-02-06 Cont ID  
Sent By sgraham Date 2002-02-06 Time 11:30 Rev Time 0.00
Received By sgraham Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2001-12-03 Cont ID  
Sent By sgraham Date 2001-12-03 Time 15:31 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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