Plan Review Details - Permit 05090560
Plan Review Stops For Permit 05090560
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2006-06-10 Cont ID  
Sent By rbrown Date 2006-06-10 Time 18:41 Rev Time 0.00
Received By rbrown Date 2006-06-10 Time 18:41 Sent To  
Notes
2006-06-10 00:00:00THIRD REVIEW OF REVISION, RE-SUBMITTED
 ON 6/2/06 TO REDUCE HEIGHT OF ENTRY
 DOORS, AND SUBMITTAL FOR ALTERNATIVE
 STORM PANEL SHUTTERS TO ADDRESS PROVISO.
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2006-06-10 Cont ID  
Sent By rbrown Date 2006-06-10 Time 18:40 Rev Time 0.00
Received By rbrown Date 2006-06-10 Time 18:40 Sent To  
Notes
2006-06-10 00:00:00SUBMITTAL ON 4/28/06 FOR LIGHT POLE
 CONCRETE BASE DESIGN
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2006-06-10 Cont ID  
Sent By rbrown Date 2006-06-10 Time 18:39 Rev Time 0.00
Received By rbrown Date 2006-06-10 Time 18:39 Sent To  
Notes
2006-06-10 00:00:00REVISION SUBMITTED 4/24/06 FOR SHEET
 A-4.2
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2006-05-16 Cont ID  
Sent By rbrown Date 2006-05-16 Time 07:33 Rev Time 0.00
Received By rbrown Date 2006-05-16 Time 07:33 Sent To  
Notes
2006-05-16 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 SECOND REVIEW OF REVISION TO REDUCE
 HEIGHT OF ENTRY DOORS, AND SUBMITTAL FOR
 ALTERNATIVE STORM PANEL SHUTTERS TO
 ADDRESS PROVISO.
  
 5) THIS COMMENT WAS NOT ADDRESSED FROM
 THE PREVIOUS REVIEW.ARCHITECTURAL PLAN
 SHEET A-4.1 AND MODULAR BUILDING PLAN
 SHEET 7 OF 7, SHOW DOOR AND WINDOW BUCKS
 OF 1"X 4" P.T.WOOD, SCREWED TO THE METAL
 FRAMESTRUCTURE.SHEET A-4.1 SHOULD BE
 REVISED TO SHOW HOW THE SHUTTERS WILL BE
 ANCHORED, IN ACCORDANCE WITH THE PRODUCT
 APPROVAL, TO THE STEEL FRAME STRUCTURE.
 ALSO, THE SAME COMMENT ALSO APPLIES TO
 ANCHORING OF THE STOREFRONT PER THE
 SUBMITTED ARCH ALUMINUM PRODUCT
 APPROVAL.PROVIDE THE REQUIRED
 ADDITIONAL DETAILS.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 TELEPHONE: (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2006-04-09 Cont ID  
Sent By rbrown Date 2006-04-09 Time 15:42 Rev Time 0.00
Received By rbrown Date 2006-04-09 Time 15:42 Sent To  
Notes
2006-04-09 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 REVISION TO REDUCE HEIGHT OF ENTRY
 DOORS, AND SUBMITTAL FOR ALTERNATIVE
 STORM PANEL SHUTTERS TO ADDRESS PROVISO.
  
 1) ONLY ONE COPY OF REVISED SHEETS A-3.0
 AND A-4.1 WAS SUBMITTED.TWO SIGNED AND
 SEALED COPIES OF EACH REVISED SHEET
 SHOULD HAVE BEEN SUBMITTED, ONE COPY FOR
 PERMIT FILE AND ONE FOR THE JOB SITE.
  
 2) THE SUBMITTED SHEETS A-3.0 AND A-4.1
 ARE REVISIONS OF THE SHEETS REVIEWED FOR
 PERMIT ISSUANCE.THEY WERE BROUGHT IN
 AS SUBMITTALS, WHEN THEY ARE IN FACT
 REVISIONS.A REVISION FEE OF $70 IS
 DUE.THE FEE IS DERIVED FROM THE
 STANDARD REVISION FEE OF $50 PLUS $10
 PER REVISED SHEET (IN THIS CASE, TWO
 SHEETS).PLEASE PAY THE REQUIRED FEE
 WHEN RESUBMITTING.
  
 3) AS NOTED IN COMMENTS 1 AND 2, ABOVE,
 THE PLANS HAVE BEEN REVISED TO REDUCE
 THE STOREFRONT DOOR HEIGHT TO MATCH THE
 SCOPE OF THE STOREFRONT DOOR PRODUCT
 APPROVALS THAT WERE PREVIOUSLY
 SUBMITTED.PRIOR TO THE PLAN REVISION,
 THE STOREFRONT DOOR PRODUCT APPROVALS
 COULD NOT BE STAMPED AS SUITABLE FOR THE
 PROJECT, SO ALL COPIES WERE RETURNED TO
 YOU, UNSTAMPED.NOW THAT THE PLANS HAVE
 BEEN REVISED, TWO COPIES OF THE
 STOREFRONT DOOR PRODUCT APPROVALS MUST
 BE SUBMITTED FOR REVIEW.THE PRODUCT
 APPROVALS THAT WERE PREVIOUSLY SUBMITTED
 ARE ARCH ALUMINUM STOREFRONT DOOR
 PRODUCT APPROVALSNOA# 01-0226.05 AND
 02-0904.02.
  
 4) ONLY ONE COPY OF THE POMA CORPORATION
 ALUMINUM STORM PANEL SHUTTER PRODUCT
 APPROVAL NOA# 02-0417.06 WAS SUBMITTED.
 TWO COPIES ARE REQUIRED.ALSO, THE
 STATEWIDE PRODUCT APPROVAL COVER SHEET
 WAS NOT SUBMITTED.I HAVE PRINTED THE
 RELEVANT COVER SHEET AND ATTACHED IT TO
 THE SUBMITTED PRODUCT APPROVAL SO THAT
 TWO COMPLETE COPIES CAN BE RESUBMITTED,
 ASSUMING COMMENT 5, BELOW, CAN BE
 ADDRESSED WITHOUT HAVING TO SELECT A
 DIFFERENT SHUTTER SUPPLIER.
  
 5) ARCHITECTURAL PLAN SHEET A-4.1 AND
 MODULAR BUILDING PLAN SHEET 7 OF 7, SHOW
 DOOR AND WINDOW BUCKS OF 1"X 4" P.T.
 WOOD, SCREWED TO THE METAL FRAME
 STRUCTURE.SHEET A-4.1 SHOULD BE
 REVISED TO SHOW HOW THE SHUTTERS WILL BE
 ANCHORED, IN ACCORDANCE WITH THE PRODUCT
 APPROVAL, TO THE STEEL FRAME STRUCTURE.
 ALSO, THE SAME COMMENT ALSO APPLIES TO
 ANCHORING OF THE STOREFRONT PER THE
 SUBMITTED ARCH ALUMINUM PRODUCT
 APPROVAL.PROVIDE THE REQUIRED
 ADDITIONAL DETAILS.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 TELEPHONE: (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2006-02-23 Cont ID  
Sent By rbrown Date 2006-02-23 Time 12:45 Rev Time 0.00
Received By rbrown Date 2006-02-23 Time 07:06 Sent To  
Notes
2006-02-23 00:00:00BUILDING PLAN REVIEW
 ******PROVISO*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 --PROVISO--
 FBC 1606.1SUBMIT ALTERNATIVE
 STOREFRONT DOOR PRODUCT APPROVALS OR
 REVISE THE PLANS.THE SUBMITTED ARCH
 ALUMINUM STOREFRONT DOOR PRODUCT
 APPROVALS REFERENCE MIAMI-DADE NOA#
 01-0226.05 AND 02-0904.02.BOTH
 DOCUMENTS SHOW A MAXIMUM DOOR FRAME
 HEIGHT OF 97" WHICH IS LESS THAN THE
 PROPOSED 120" (9'-2") DOOR FRAME SHOWN
 ON SHEET A-4.1 OF THE PLANS.THE 120"
 DOOR IS OUTSIDE OF THE SCOPE OF THE
 SUBMITTED PRODUCT APPROVALS.
  
 --PROVISO--
 FBC 1606.1.4SUBMIT AN ALTERNATIVE
 STORM PANEL SHUTTER PRODUCT APPROVAL.
 THE SUBMITTED EASTERN METAL SUPPLY
 SHUTTER PRODUCT APPROVAL REFERENCES
 MIAMI-DADE NOA# 03-0716.02 WHICH STATES
 THAT THE MAXIMUM ALLOWABLE STORM PANEL
 LENGTH IS 9'-0".THE PLANS SHOW
 STOREFRONT WINDOWS THAT EXCEED 9'-0",
 BOTH HORIZONTALLY AND VERTICALLY.THESE
 WINDOW SIZES ARE OUTSIDE THE SCOPE OF
 THE SUBMITTED PRODUCT APPROVAL
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2006-02-01 Cont ID  
Sent By rbrown Date 2006-02-01 Time 20:45 Rev Time 0.00
Received By rbrown Date 2006-02-01 Time 19:01 Sent To  
Notes
2006-02-01 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 FLORIDA BUILDING CODE 2001
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 FOR CONSISTENCY, THE FOLLOWING COMMENTS
 ARE NUMBERED AS PER THE BUILDING PLAN
 REVIEW OF 12/19/05:
  
 2) THIS COMMENT HAS NOT BEEN PROPERLY
 ADDRESSED.THE COMMENT RESPONSE LETTER
 STATES THAT NO REFERENCE TO 2004 FLORIDA
 BUILDING CODE COULD BE FOUND.THAT IS
 NOT CORRECT.PLEASE SEE THE BOTTOM LINE
 OF TEXT ON FRED S. CARDWELL, P.E., P.L.S
 FOUNDATION PLAN SHEET A-1 WHICH STATES
 DESIGN IN ACCORDANCE WITH 2004 FLORIDA
 BUILDING CODE.THAT NOTE DOES NOT
 CORRELATE WITH STRUCTURAL SHEET S-0,
 GENERAL NOTES, WHICH STATES DESIGN IN
 ACCORDANCE WITH FLORIDA BUILDING CODE
 2001.THE PERMIT APPLICATION WAS
 SUBMITTED DURING THE CODE OVERLAP PERIOD
 7/1/05 THROUGH 10/1/05 SO EITHER EDITION
 COULD BE USED. HOWEVER BECAUSE THE
 SUBMITTED DCA APPROVED MODULAR BUILDING
 PLANS CITE 2001 FLORIDA BUILDING CODE,
 IT HAS BEEN ASSUMED THAT IS THE DESIRED
 CODE EDITION.THE PLANS MUST BE
 CONSISTENT.AMEND THE FOUNDATION PLAN.
  
 7) THIS COMMENT HAS NOT BEEN PROPERLY
 ADDRESSED.THE 1/11/06 REVISION TO THE
 COMMENT RESPONSE LETTER INCLUDES AN ARCH
 ALUMINUM PRODUCT APPROVAL
 NOA# 00-1220.05 BUT STILL STATES "DOORS
 AND WINDOWS WILL BE SUBMITTED VIA
 SEPARATE PERMIT...".ONLY ONE COPY OF
 THE NOA WAS SUBMITTED.TO EXPEDITE
 REVIEW, TWO COPIES OF THE REQUIRED
 STATEWIDE PRODUCT APPROVAL COVER SHEET
 (SEE BELOW) HAVE BEEN PROVIDED BY THIS
 OFFICE.NO PRODUCT APPROVAL WAS
 SUBMITTED FOR THE DOORS OR STORM
 SHUTTERS.AS PART OF THIS PERMIT
 APPLICATION, TWO COPIES OF PRODUCT
 APPROVALS FOR THE STORM SHUTTERS AND
 DOORS AND STOREFRONT MUST BE SUBMITTED.
 NOTE: FL. ADMIN CODE RULE 9B-72 (IN
 EFFECT SINCE OCTOBER 1, 2003) REQUIRES
 THAT PRODUCTS HAVE STATEWIDE, LOCAL OR
 SITE-SPECIFIC PRODUCT APPROVAL.THE
 SUBMITTAL SHOULD INCLUDE THE STATEWIDE
 PRODUCT APPROVAL NUMBER (FL###),
 AVAILABLE FROM THE DEPT OF COMMUNITY
 AFFAIRS PRODUCT APPROVAL WEBSITE
 WWW.FLORIDABUILDING.ORG/PR/PR_SRCH.ASP
 (IF YOU FIND THAT THE QUOTED WEB PAGE IS
 NO LONGER AVAILABLE, PLEASE INFORM THE
 PLAN REVIEWER)
  
 14) 472.025(1) F.S.BOUNDARY SURVEY
 SHEET S-1 IS NOT SIGNED AND SEALED BY
 JON V. NOLTING.
  
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2005-12-19 Cont ID  
Sent By rbrown Date 2005-12-19 Time 07:25 Rev Time 0.00
Received By rbrown Date 2005-11-14 Time 08:49 Sent To  
Notes
2005-12-16 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 FLORIDA BUILDING CODE 2001
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 1) 61G15-23.002(2)FL. ADMIN. CODE.
 ONLY ONE SET OF THE STRUCTURAL PLANS ARE
 SIGNED AND SEALED.ALSO, THE PRINTED
 NAME AND LICENSE NUMBER OF DAOUD
 ISKANDAR, P.E. MUST BE ADDED TO EACH
 SHEET (MAY BE ADDED BY HAND).
 PLANS SIGNED & SEALED BY A PROFESSIONAL
 ENGINEER SHALL INCLUDE EITHER THE NAME,
 ADDRESS AND LICENSE NUMBER OF THE
 ENGINEER OR, THE NAME AND LICENSE NUMBER
 OF THE ENGINEER AND THE NAME, ADDRESS
 AND CERTIFICATE OF AUTHORIZATION NUMBER
 OF THE ENGINEERING BUSINESS THROUGH
 WHICH THE ENGINEER IS PRACTICING
 (471.025 F.S. AND 471.023 F.S.).
  
 2) THE SUBMITTED FOUNDATION PLAN SHEET
 A-1 STATES DESIGN IN ACCORDANCE WITH
 2004 FLORIDA BUILDING CODE WHILE
 STRUCTURAL SHEET S-0, GENERAL NOTES,
 STATES DESIGN IN ACCORDANCE WITH FLORIDA
 BUILDING CODE 2001.THE PERMIT
 APPLICATION WAS SUBMITTED DURING THE
 CODE OVERLAP PERIOD 7/1/05 THROUGH
 10/1/05 SO EITHER EDITION COULD BE USED.
 HOWEVER BECAUSE THE SUBMITTED DCA
 APPROVED MODULAR BUILDING PLANS CITE
 FLORIDA BUILDING CODE, IT HAS BEEN
 ASSUMED THAT IS THE DESIRED CODE
 EDITION.THE PLANS MUST BE CONSISTENT.
 AMEND THE FOUNDATION PLAN.
  
 3) FBC 11-4.1.3(8)(A)(II)THE NUMBER OF
 ACCESSIBLE ENTRANCES MUST BE AT LEAST
 EQUAL TO THE NUMBER OF REQUIRED EXITS.
 TWO EXITS ARE REQUIRED, SO AT LEAST TWO
 ACCESSIBLE ENTRANCES ARE REQUIRED.
 PROVIDE A RAMP OR SLOPED (LESS THAN 1 IN
 20) PATH FROM THE FOUNTAIN AREA TO THE
 WEST PATIO TO MAKE THE WEST ENTRANCE
 ACCESSIBLE.
  
 4) FBC 1-4.8.1SHEET C-5 SHOWS A PATH
 FROM EACH ACCESSIBLE PARKING SPACE THAT
 SLOPES UP FROM 20.90' TO 21.90' IN A
 DISTANCE THAT IS TOO SHORT TO ACHIEVE
 THE STATED MAX. 1 IN 20 SLOPE.AMEND
 THE LEVELS OR PROVIDE DETAILS FOR A RAMP
 INCLUDING HANDRAILS AND EDGE PROTECTION.
  
 5) FBC 1007.5.7SHEET A-3.0EAST AND
 WEST ENTRANCE.THE STAIR HANDRAILS DO
 NOT ALIGN WITH THE DOORS.HANDRAILS
 SHALL BE LOCATED ALONG THE NATURAL PATH
 OF EGRESS TRAVEL.AMEND THE PLANS SO
 THAT THE HANDRALS ARE CENTERED ON THE
 EXIT DOOR LOCATION.
  
 6) FBC* 104.2.1.2SHEET A-3.0THE
 PLANS DO NOT SHOW, OR MAKE REFERENCE TO,
 A SOUTH ELEVATION.
  
 7) SUBMIT PRODUCT APPROVALS FOR THE
 DOORS AND STOREFRONT.
 NOTE: FL. ADMIN CODE RULE 9B-72 (IN
 EFFECT SINCE OCTOBER 1, 2003) REQUIRES
 THAT PRODUCTS HAVE STATEWIDE, LOCAL OR
 SITE-SPECIFIC PRODUCT APPROVAL.THE
 SUBMITTAL SHOULD INCLUDE THE STATEWIDE
 PRODUCT APPROVAL NUMBER (FL###),
 AVAILABLE FROM THE DEPT OF COMMUNITY
 AFFAIRS PRODUCT APPROVAL WEBSITE
 WWW.FLORIDABUILDING.ORG/PR/PR_SRCH.ASP
 (IF YOU FIND THAT THE QUOTED WEB PAGE IS
 NO LONGER AVAILABLE, PLEASE INFORM THE
 PLAN REVIEWER)
  
 8) FBC 1606.1CANOPIES.A SEPARATE
 PERMIT APPLICATION IS REQUIRED FOR THE
 CANVAS CANOPIES.THEY ARE TO BE
 DESIGNED FOR A WIND SPEED OF 140 MPH, 3
 SECOND GUST IN EXPOSURE CATEGORY B.
  
 9) FBC 1606.1.7SHEET E-1 SHOWS LIGHT
 POLES.SUBMIT WIND LOAD AND FOUNDATION
 CALCULATIONS/DETALS FOR THE LIGHT POLES.
  
 10) FBC 104.2.1.2SHEET S-0 AND S-3
 SHOW A "WORK AREA E".WHAT STRUCTURE IS
 THIS.
  
 11) FBC 11-4.1.3(10)(A)DRINKING
 FOUNTAIN.A DRINKING FOUNTAIN IS
 REQUIRED.IT SHALL MEET THE CLEARANCE
 REQUIREMENTS OF FBC 11-4.14 AND FIG. 27
  
 12) FBC 11-4.24BREAK ROOM SINK.THE
 BREAK ROOM SINK SHALL HAVE THE REQUIRED
 CLEARANCES (FIG. 32)
  
 13) FBC 1511.7MECHANICAL EQUIPMENT.
 THE ROOF MOUNTED MECHANICAL EQUIPMENT
 SHALL BE MOUNTED ON CURBS RAISED A
 MINIMUM OF 8 INCHES ABOVE THE ROOF
 SURFACE.WHERE THE ROOFING MATERIALS
 EXTEND BENEATH THE MECHANICAL EQUIPMENT
 THE SUPPORTS SHALL PROVIDE THE MINIMUM
 CLEARANCE GIVEN IN TABLE 1511.7.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
  
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2006-05-16 Cont ID  
Sent By dpalmer Date 2006-05-16 Time 16:45 Rev Time 0.00
Received By dpalmer Date 2006-05-16 Time 16:24 Sent To PC
Notes
2006-05-16 00:00:00REV FOR SERVICE AND SITE ONLY.
  
 REDLINED CONDUCTORS OUT TO PUMP, AS #6
 IS NOT LARGE ENOUGH. 310.16
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2006-03-07 Cont ID  
Sent By dpalmer Date 2006-03-07 Time 13:12 Rev Time 0.00
Received By dpalmer Date 2006-03-07 Time 13:12 Sent To  
Notes
2006-03-07 00:00:00REV SUBMITTED FOR LV SPEAKER SOUND
 SYSTEM WIRING MUST BE PULLED UNDER A
 SEPARATE PERMIT.
 CAN NOT REVISE THE STATE DCA APPROVED
 TRAILER PLANS.
  
  
 IF THERE ARE ANY QUESTIONS, PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2006-01-26 Cont ID  
Sent By dpalmer Date 2006-01-26 Time 15:58 Rev Time 0.00
Received By dpalmer Date 2006-01-19 Time 17:17 Sent To B
Notes
2006-01-26 00:00:00PLANS SIGNED,SEALED OK, STAMPED.
2006-01-19 00:00:00ON HOLD,
 PLANS CONTAIN RAISED SEAL BY ENGINEER
 FOR STATE PLANS, HOWEVER PLANS ARE
 SEALED "PHOTOCOPIES" AND DO NOT CONTAIN
 AN ORIGINAL SIGNATURE FOR SAID PLANS.
 CONSULTATION WITH THE FLORIDA BOARD OF
 ENGINEER'S AND MO ADAMI WILL FOLLOW.
  
 PLEASE ALSO SEE PREVIOUS REVIEW WHICH
 REQUESTED ALL OLD/VOIDED SHEETS TO BE
 COMPLETELY REMOVED FROM SETS AND ONLY
 INSERT NEW REVISED SHEETS INTO COMPLETE
 SETS FOR REVIEW AND STAMPING. ONLY ONE
 COPY OF OLD/VOIDED SHEETS SHOULD BE
 SUBMITTED WITH NEW SETS FOR REFERENCE
 ONLY.
 THIS WAS NOT DONE.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2005-09-29 Cont ID  
Sent By dpalmer Date 2005-09-29 Time 20:22 Rev Time 0.75
Received By dpalmer Date 2005-09-29 Time 19:58 Sent To  
Notes
2005-09-29 00:00:00********** UNSAT ********
  
 1)NOTE: PLEASE SEE TITLE BLOCK ON STATE
 APPROVED TRIALERS IS MISSING REQUIRED
 CERTIFICATE OF AUTHORIZATION NUMBER AS
 REQUIRED UNDER FS 471.023, FAC
 61G15-23.002.
  
  
 2)NOTE: PLEASE SHOW ALL CONTINUOUS LOADS
 AT 125% (3 OR MORE HRS).
 THIS IS SHOWN ON STATE PLANS.
 PLEASE ALSO CORRELATE LOADS AND LOAD
 CALCULATIONS SHOWN ON STATE PLANS AND
 PLANS SUBMITTED BY FES.
 215.3,230.42, 220 ETC.
  
 3)NOTE: PLEASE SUBMIT DETAIL FOR NEW
 FOUNTAIN, PUMP, LTS ETC. THIS SHOULD
 SHOW ALL GROUNDING, GFI PROTECTION FOR
 LTS, ANY SUBMERSIBLE PUMPS ETC.680.51
  
 4)NOTE: PLEASE SEE GROUNDING ELECTRODE
 SYSTEM RISER TO SHOW CWP AND NEW FOOTER
 STEEL.
 PLEASE ALSO SHOW GROUNDING DETAIL FOR
 TRAILERS.
 250.50
  
 5)NOTE: PLEASE PROVIDE COMPLETE SIGNED,
 SEALED, DATED WIND LOADING CALCULATIONS
 AT THIS TIME FOR LT POLES AND LTS
 FIXTURES ATTACHED.
 ALL TO MEET FBC 140 MPH FASTEST MILE.
 PLEASE SEE BLDG REVIEW COMMENTS FOR
 THIS.
  
  
 ** PLEASE SEE ANY POSSIBLE COMMENTS FROM
 OTHER TRADES WHICH MAY AFFECT ELECTRICAL
 PLANS.
  
 ** PLEASE REMOVE ALL OLD/VOIDED SHEETS
 AND ONNLY INSERT NEW REVISED SHEETS INTO
 COMPLETE SETS FOR REVIEW AND STAMPING.
 PLEASE SUBMIT ONE SET OF ALL OLD/VOIDED
 SHEETS WHEN RE-SUBMITTING PLANS WHICH
 WILL BE USED FOR REFERENCE.
  
 PLEASE SUBMIT THE ABOVE INFORMATIONFOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE IN CONTACTING
 THIS OFFICE.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2006-02-03 Cont ID  
Sent By mamini Date 2006-02-03 Time 11:40 Rev Time 1.00
Received By mamini Date 2006-02-03 Time 11:40 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2005-09-16 Cont ID  
Sent By mamini Date 2005-09-16 Time 14:33 Rev Time 1.00
Received By mamini Date 2005-09-16 Time 14:33 Sent To  
Notes
2005-09-16 00:00:00FAILED:
  
 1. SHEET C-5 STRUCTURE NO.1 WITH
 W.I.D.B., SHEET C-7 SHOWS IT AS CONTROL
 STRUCTURE #101, PLEASE CORRECT.
 2. SHEET C-5 SHOWS INLETS STRUCTURES 1&
 2 AS C-4 TYPE, TABLE ON SHEET C-7 SHOWS
 OTHER TYPE, DIMENSIONS DO NOT MATCHE
 THE CONTROL STRUCTURE #101, PLEASE
 VERIFY.
 3. SHEET C-7 NO DIMENSIONS FOR THE
 PROPOSED EXFILTRATION ARE GIVEN. ALSO
 VERIFY THE I.E=14.5 WITH ESTIMATED
 SEASONAL HIGH WATER LEVEL=8.00.
 4. SHEET C-7 NO DIMENSIONS FOR THE
 PROPOSED DUMPSTER ENCLOSURE ARE
 PROVIDED, IF CITY PICK UP, THEN SIZE PER
 THE CITY REQUIREMENTS.
 5. SHEET C-7, APPROACH AS SHOWN DOES NOT
 MATCH STANDARD GC-4.1 ON SHEET C-8,
 PLEASE VERIFY.
 6. PLEASE SUBMIT CIVIL PLANS TO THE
 PUBLIC UTILITIES AND ENGINEERING FOR
 APPROVAL OF ALL THE CONNECTION TO THE
 CITY SERVICES, 494-1085, MANNY GONZALEZ.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2006-02-09 Cont ID  
Sent By mwennerg Date 2006-02-09 Time 11:25 Rev Time 0.00
Received By mwennerg Date 2006-02-09 Time 11:25 Sent To  
Notes
2006-02-09 00:00:00INTERIOR FINISH CLASSIFICATION OF WALLS
 AND CEILINGS SHALL BE CLASS A,B OR C IN
 ACCORDANCE WITH NFPA 101, 2003 EDITION,
 CHAPTER 10.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2005-11-09 Cont ID  
Sent By mwennerg Date 2005-11-09 Time 14:44 Rev Time 0.00
Received By mwennerg Date 2005-11-09 Time 14:44 Sent To  
Notes
2005-11-09 00:00:00******DENIED******
  
 1) AN ADDRESS NUMBER IS REQUIRED ON THE
 BUILDING, AND SHALL BE A MINIMUM OF 6"
 IN HEIGHT AND CONTRASTING TO THE
 BACKGROUND.
  
 2) PLEASE PROVIDE FLAME SPREAD/RETARDANT
 INFORMATION FOR THE CANVAS CANOPY.
  
 3) IN ADDITION TO FAN SHUT DOWN, DUCT
 SMOKE DETECTORS ARE REQUIRED TO HAVE
 AUDIBLE/VISUAL DEVICES IN THE AREA OF
 THE DETECTOR.
  
 4) 2A-10B,C, RATED FIRE EXTINGUISHERS
 ARE REQUIRED AND SHALL BE MOUNTED TO
 SATISFY THE 75' TRAVEL DISTANCE
 REQUIREMENT.
  
  
 MIKE WENNERGREN, CAPTAIN/WPBFR
 FIRE PLAN REVIEW (561) 805-6722
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2006-06-07 Cont ID  
Sent By adarroug Date 2006-06-07 Time 10:09 Rev Time 0.00
Received By adarroug Date 2006-06-07 Time 10:09 Sent To B
Notes
2006-06-07 00:00:00TO "RBROWN" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2006-05-08 Cont ID  
Sent By adarroug Date 2006-05-08 Time 10:36 Rev Time 0.00
Received By adarroug Date 2006-05-08 Time 10:36 Sent To E
Notes
2006-05-08 00:00:00TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2006-05-01 Cont ID  
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2006-02-02 00:00:00TO "COMM" BD#15
2006-01-12 00:00:00SUBMITTAL W/APPLICATION WAITING FOR COMM
 BD
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2006-01-09 00:00:00WAITING FOR "COMM" BD
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Rev No 1 Status N Date 2005-12-19 Cont ID  
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2005-09-13 00:00:00TO "COMM" BD#34
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2006-02-14 Cont ID  
Sent By pkrauss Date 2006-02-14 Time 10:44 Rev Time 0.00
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Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2006-02-06 Cont ID  
Sent By rregueir Date 2006-02-06 Time 18:31 Rev Time 0.00
Received By rregueir Date 2006-02-06 Time 18:30 Sent To  
Notes
2006-02-06 00:00:00----------------DENIED-----------------
 IN THE RESPONSE TO PATTY'S COMMENTS FROM
 HER FIRST REVIEW, IT IS STATED THAT
 FRESH AIR CALCULATIONS AND A CURB DETAIL
 ARE ATTACHED TO THE PLANS.WHILE I WAS
 ABLE TO SEE THE CURB DETAIL, I WAS
 UNABLE TO LOCATE ANY ATTACHMENT SHOWING
 FRESH AIR CALCULATIONS.
  
 RONALD J REGUEIRO
 561.805.6734
 [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2005-11-10 Cont ID  
Sent By pkrauss Date 2005-11-10 Time 15:57 Rev Time 0.00
Received By pkrauss Date 2005-11-10 Time 15:57 Sent To  
Notes
2005-11-10 00:00:00DENIED:2001 FBC
 1.PLEASE PROVIDE OUTSIDE AIR
 CALUCALTIONS IN ACCORDANCE WITH 2001
 FBC(M) TABLE 403.3.
  
 2.PLAN SHEET 4 OF 7 INDICATES ROOF
 CURB TO BE INSTALLED BY OTHERS, SUBJECT
 TO LOCAL CODES.PER 2001 FBC 1511.7
 ROOF CURBS SHALL BE A MINIMUM OF 8"
 ABOVE THE ROOF SURFACE.PLEASE PROVIDE
 ENGINEERED DETAIL FOR CURB ATTACHMENT.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop P PLUMBING
Rev No 2 Status P Date 2006-02-17 Cont ID  
Sent By kstevens Date 2006-02-17 Time 12:50 Rev Time 0.00
Received By kstevens Date 2006-02-17 Time 12:50 Sent To  
Notes
2006-02-17 00:00:00PASSED PROVISO:SINKS SHALL COMPLY WITH
 SECTIONS 11-4.24.4, 11-4.24.6, AND
 11-4.24.7
Review Stop P PLUMBING
Rev No 1 Status F Date 2005-11-12 Cont ID  
Sent By kstevens Date 2005-11-12 Time 17:32 Rev Time 2.33
Received By kstevens Date 2005-11-12 Time 17:32 Sent To  
Notes
2005-11-12 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 BUILDING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1. SHT A-1.0 SUBMIT A DETAIL FOR THE
 FOUNTAIN. INDICATE IF WATER SERVICE WILL
 BE CONNECTED TO THE FOUNTAIN. IF SO,
 BACKFLOW PROTECTION WILL BE REQUIRED.
 SECTIONS 104.2.1. & 608. - INDICATE IF
 FOUNTAIN WILL HAVE A DRAIN TO SANITARY.
 IF SO A BACKWATER VALVE MAY BE RQUIRED.
 2. SHT S2 NOTE "PROVIDE SCUPPERS &
 DOUBLE DRAINAGE SYSTEM". PLEASE INDICATE
 IF PARAPET WALLS WILL BE BUILT AROUND
 TRAILERS. SUBMIT CALCULATIONS FOR
 PRIMARY AND SECONDARY ROOF DRAINS IF
 THIS IS THE CASE. SHOW SQUARE FEET OF
 ROOF PLUS 1/2 AREA OF ALL VERTICAL WALLS
 INCLUDING PARAPETS ADDED TO SF OF ROOF
 IN CALCULATIONS. INDICATE LOCATION OF
 PRIMARY AND SECONDARY ROOF DRAINS, AS
 WELL AS THE SIZE OF EACH. SHOW HEIGHT
 AND WIDTH OF ALL SCUPPERS AS WELL AS A
 DETAIL SHOWING THE SCUPPERS MEASUREMENT
 FROM THE ROOF TO THE FLOW LINE OF EACH
 TYPE OF SCUPPER. (PRIMARY OR OVERFLOW).
 IF DOWNSPOUTS WILL BE USED INDICATE SIZE
 OF DOWNSPOUTS. SECTIONS 1106 & 1107 AND
 ALL SUBSECTIONS. ALSO SECTION 1503.4.2.
 3. SHTS LC-1 THRU LC-4 TITLE BLOCK
 REQUIRED BY FAC 61G1-16.004 IS REQUIRED
 ON EACH SHEET. SHOW ALL REQUIRED
 INFORMATION REQUIRED BY FAC AND FS
 481.301. - THE PERSONAL SIGNATURE OF THE
 LANDSCAPE ARCHITECT IS REQUIRED ON THE
 SEAL. IT APPEARS THAT INITIALS WERE
 USED. A SIGNED, SEALED, NOTORIZED LETTER
 WITH PROPER TITLE BLOCK SHALL BE
 SUBMITTED FOR OUR FILE TO INDICATE LEGAL
 SIGNATURE.
 4. SHT LC-3 BACKFLOW FOR IRRIGATION
 SHALL BE PERMITTED AND INSTALLED BY A
 LICENSED PLUMBING CONTRACTOR.
 5. SHT 2 OF 7 BREAK AREA SINK SHALL BE
 ACCESSIBLE. SUBMIT A DETAIL SHOWING
 COMPLIANCE WITH SECTION 11-4.24 AND ALL
 SUBSECTIONS. SHOW REQUIRED FRONTAL
 APPROACH CLEAR FLOOR SPACE.
 6. PER TABLE 403.1 A DRINKING FOUNTAIN
 IS REQUIRED. SUBMIT A DETAIL SHOWING
 COMPLIANCE WITH SECTION 11-4.15 AND ALL
 SUBSECTIONS AS WELL AS SECTION
 11-4.1.3(10)(A) REQUIREMENTS FOR THOSE
 WHO HAVE DIFFICULTY BENDING OR STOOPING.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 1 Status P Date 2005-10-05 Cont ID  
Sent By eschneid Date 2005-10-05 Time 10:30 Rev Time 0.50
Received By eschneid Date 2005-10-05 Time 10:00 Sent To  
Notes
2005-10-05 00:00:00PROVISO - PARKING SHALL BE DOUBLE
 STRIPED PER CODE.


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