Plan Review Details - Permit 08070268
Plan Review Stops For Permit 08070268
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2009-10-07 Cont ID  
Sent By jwitmer Date 2009-10-07 Time 11:38 Rev Time 1.00
Received By jwitmer Date 2009-10-07 Time 11:38 Sent To  
Notes
2009-10-07 11:40:22CANOPY STRUCTURAL ENGINEERED SHOP DRAWINGS FOR CANOPY#
 1
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2009-09-23 Cont ID  
Sent By jwitmer Date 2009-09-23 Time 09:00 Rev Time 0.15
Received By jwitmer Date 2009-09-23 Time 08:50 Sent To  
Notes
2009-09-23 09:00:24REVISION SSK-3 & SSK-4
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2009-09-21 Cont ID  
Sent By jwitmer Date 2009-09-21 Time 14:05 Rev Time 1.00
Received By jwitmer Date 2009-09-21 Time 14:05 Sent To  
Notes
2009-09-21 14:08:40REVISION# 4 TO SHEET A-1 DATED 9-04-09
 SSK-1 CONCRETE ENCASEMENT FOR TENSILE FABRIC EXTERIOR
 SUPPORT COLUMN
 SSK-2 CENTER MAST COLUMN CONCRETE ENCASEMENT
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2009-06-17 Cont ID  
Sent By jwitmer Date 2009-06-17 Time 08:45 Rev Time 0.77
Received By jwitmer Date 2009-06-17 Time 08:00 Sent To PC
Notes
2009-06-17 08:32:16REVISION, PRODUCT APPROVALS:
 STOREFRONT: YKK AP
 NOA: 06-1026.08
 SERIES YHS-50 FS FLUSH GLAZED ALUMINUM
 STOREFRONT SYSTEMS- L.M.I.
  
 GENSTEEL DOORS
 NOA 05-0127.10
 SERIES GENSTORM 3070 STEEL SINGLE DOOR SYSTEM-LMI
  
 GENSTORM DOORS
 NOA 05-0127.11
 SERIES GENSTORM 8080 STEEL DOUBLE DOOR SYSTEM- LMI
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2008-12-23 Cont ID  
Sent By jwitmer Date 2008-12-23 Time 15:32 Rev Time 2.22
Received By jwitmer Date 2008-12-23 Time 15:23 Sent To  
Notes
2008-12-23 16:07:26100 N CHILLINGWORTH DR
 HEAD START FACILITY
 JULY 25,2008
  
 BUILDING PLAN REVIEW
 PERMIT: 08070268
 ADD: 100N CHILLINGSWORTH DR
 CONT: CATALFUMO
 TEL: (561)694-3000
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 3RD REVIEW
 ACTION: REVIEWED
  
 BUILDING PROVISOS:
 ENERGY INPUT REPORT R-19.8
 ROOFING PERMIT NOA SUBMITTED 07-02228.04
 PAGE 7&8
  
 MEMBRANE TYPE SBS
 DECK DESCRIPTION: STEEL INSULATED, 18-2 GA.
 FOAM INSULATION: ENERGY 3/ 3.0"=R 18.5 +
 1/2" RETRO - FIT BOARD R= 1.32= R 19.82
  
 R-19.8= 3.5 INCHES MINIMUM FOAM AT ROF DRAINS AND
 INCREASES TO PARAPET.
  
 ROOFING PERMIT WIL REQUIRE A ROOFING INSULATION LAYOUT
 SHEET WITH MINIMUM R VALUE OF 19.8 (3.5 ") AT ROOF
 DRAINS.
  
 ZONE 3 WIL REQUIRE ENHANCED FASTENING MAXIMUM DESIGN
 PRESURE 75 PSF LIMITATION# 7. RAS 17 CALCULAIONS
 PREPARED
 BY EITHER A FL ENGINEER OR ARCHITECT.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2008-09-15 Cont ID  
Sent By jwitmer Date 2008-09-15 Time 16:14 Rev Time 3.33
Received By jwitmer Date 2008-09-15 Time 09:43 Sent To  
Notes
2008-09-15 16:15:49100 N CHILLINGWORTH DR
 HEAD START FACILITY
 JULY 25,2008
  
 BUILDING PLAN REVIEW
 PERMIT: 08070268
 ADD: 100N CHILLINGSWORTH DR
 CONT: CATALFUMO
 TEL: (561)694-3000
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 2ND REVIEW
 ACTION: DENIED
  
 1-10 COMPLIED.
  
 11) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
 PROVIDE 2 COPIES,
 3 IF THRESHOLD OR RESIDENT INSPECTOR OF PRODUCT TESTING
 REPORTS, MISSING REPORTS ARE AS FOLLOWS:
  
 A- B) COMPLIED.
 B)
 C) ROOF HATCHES -NOT PART OF THIS PROJECT
 D) EXTERIOR WALL LOUVERS- NOT PART OF THIS PROJECT
 E) ROOFING ASSEMBLIES- THE PRODUCT REPORT SUBMITTED:
 FL 1046-R2 / NOA 06-0417.10
 SUB-SYSTEM TYPE :D PAGE 14 OF 16
 THE CONTRACTOR NEEDS TO IDENTIFY WHICH OPTION THEY
 PREFER TO USE 1,2 OR 3.
 THE OTHER ISSUE IS TO HIGHLIGHT OR CIRCLE WHICH
 INSULATION TYPE WILL BE INSTALLED ON THIS PROJECT. NOTE
 WE WILL ALSO NEED THE MANUFACTURERS CUT SHEET ON THIS
 MATERIAL INDICATING THE R-VALUE.
  
  
 12-13) COMPLIED.
  
 14)2ND REQUEST, SHEET M-8 DETAIL 3 BOTH INDICATES CURB
 DETAIL. PLEASE PROVIDE CURB ATTACHMENT DETAILS. SHEET
 S-3 INDICATES FRAMING AROUND THE ROOF OPENINGS,
 REINFORCEMENT OF THE BAR JOIST BUT NOT THE ATTACHMENT
 OF ROOF CURBS. 1609. 6.2.2 COMPONENTS AND CLADDING.
  
 15) ENERGY CALCULATIONS, FIRST REVIEW, THE INPUT DATA
 REPORT INDICATES THE ROOF INSULATION TO BE A METAL ROOF
 BLDG WITH R-19 ROOF INSULATION (BATT). NOTE THE INPUT
 DATA REPORT NEEDS TO REFLECT NOT A METAL ROOF SYSTEM
 AND BATT BUT A MODIFIED ROOF SYSTEM FOAM INSULATION OR
 DURA BOARD DEPENDING ON THE ROOFING REPORT SUBMITTED ON
 A CORRIGATED METAL DECK.
 13-404.1ABC.1
 !#-410.1ABC3.6 CAVITIES/ PLENTUMS
  
 16) COMPLIED.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2008-07-25 Cont ID  
Sent By jwitmer Date 2008-07-25 Time 13:46 Rev Time 5.55
Received By jwitmer Date 2008-07-25 Time 07:18 Sent To  
Notes
2008-07-25 13:47:05100 N CHILLINGWORTH DR
 HEAD START FACILITY
 JULY 25,2008
  
 BUILDING PLAN REVIEW
 PERMIT: 08070268
 ADD: 100N CHILLINGSWORTH DR
 CONT: CATALFUMO
 TEL: (561)694-3000
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
  
  
 1A) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE
 INDICATE THE REVISION & REMOVE & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 1B) INFORMATIONAL: PLEASE SUBMIT 2 OF ALL SURVEYS,
 PLANS, REPORTS, REVISIONS , PRODUCT APPROVALS AND OR
 SUBMITTALS FOR REVIEW FOR PERMIT. IF YOUR PROJECT WILL
 REQUIRE A RESIDENT INSPECTOR OR IF YOUR PROJECT IS A
 THRESHOLD BUILDING REQUIRING A THRESHOLD INSPECTOR THEN
 (3) THREE SETS OF ALL SAID DOCUMENTS WILL BE REQUIRED
 FOR PERMIT ISSUANCE. 106.1* /2004 SUBMITTAL DOCUMENTS
 WEST PALM BEACH ADMINISTRATIVE CODE.
  
 1C) INFORMATIONAL 106.1.1* W.P.B. ADMINISTRATIVE
 CODE/2004 DRAWINGS & SPECIFICATIONS SHALL CONTAIN
 INFORMATION, IN THE FORM OF NOTES OR OTHERWISE, AS TO
 THE QUALITY OF MATERIALS, WHERE QUALITY IS ESSENTIAL TO
 CONFORMITY WITH THE TECHNICAL CODES. SUCH INFORMATION
 SHALL BE SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE
 CITED AS A WHOLE OR IN PART, NOR THE TERM "LEGAL" OR
 ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION". CONSTRUCTION DOCUMENTS SHALL BE
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
 EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT
 WILL CONFORM TO THE PROVISIONS OF THIS CODE AND
 RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS
 DETERMINED BY THE BUILDING OFFICIAL.
  
 1D ) INFORMATIONAL FL S S 713.13 NOTICE OF
 COMMENCEMENT, TO BE FILED WITH THE CLERK OF THE COURT.
 NOTE: 713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF
 COMMENCEMENT IS NOT ACTUALLY COMMENCED WITHIN 90 DAYS
 AFTER THE RECORDING THEREOF, SUCH NOTICE IS NULL &
 VOID. NOTE: 713.13(6) THE POSTING OF THE NOTICE OF
 COMMENCEMENT AT THE CONSTRUCTION SITE BEFORE THE FIRST
 INSPECTION.
  
 1E) : PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW)
 AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC
 BUILDING WITH THE 2007 SUPPLEMENTS. PLEASE SEE S-3
 THERE ARE TWO CASES UNDER PROJECT DESIGN AND WIND
 LOADING WHERE THE PLANS INDICATE THE 2006 SUPPLEMENTS
 NOT THE 2007.
  
 1F) THE 2007 SUPPLEMENTS ARE WIND EXPOSURE TYPE, LOOK
 AT 1609.4 EXPOSURE ?C? WITHIN THE ?C? TERRAIN PARAGRAPH
 THE STATEMENT OF ?C? TYPE TERRAIN WHICH IS WITHIN A ?B?
 EXPOSURE WHERE THE TERRAIN ADJACENT TO ANY QUADRANT OF
 THE BUILDING IS CLEAR FOR MORE THAN 600 FEET FROM THE
 STRUCTURE THEN THE EXPOSURE C ADJUSTMENT FACTORS FOUND
 IN TABLE 1609.6.2.1(4). NOTE S-3 NEEDS TO ADJUST THE
 EXPOSURE TYPE TO C WHICH WILL ALSO CREATE HIGHER
 PRESSURES THEN INDICATED ON SHEET S-3.
  
 1G) THERE SEEMS TO BE SOME DISCREPANCIES WITHIN THE
 PLANS VERSES AN ADDITION OR TWO SEPARATE BUILDINGS.
 C.1.1 INDICATES A PROPOSED 1 STORY BUILDING. L1
 INDICATES A NEW BUILDING WHEREAS L2 INDICATES AN
 ADDITION, L-1 INDICATES AND ADDITION AND SP-1 A NEW ONE
 STORY BUILDING.M-3 A ONE STORY CBS BUILDING, AS WELL AS
 SHEET E0 A NEW ONE STORY CBS BUILDING. ADDITIONAL
 INFORMATION REQUIRED, 106.1.2 PLEASE CORRELATE YOUR
 PLANS TO INDICATE EITHER A NEW CBS STRUCTURE OR AN
 ADDITION. NOTE FOR THIS REVIEW MY COMMENTS WILL BE
 BASED ON A CBS ADDITION TO THE STRUCTURE AS FOUND ON
 LS-1 CODE ANALYSIS.
  
 2) SHEET S-3 INDICATES THERE IS A SOILS REPORT FROM
 ARDAMAN, PLEASE SUBMIT 2 ORIGINALS WITH SIGNATURE AND
 RAISED SEAL.
 1802.2.1 QUESTIONABLE SOIL. WHERE THE SAFE-SUSTAINING
 POWER OF THE SOIL IS IN DOUBT, OR WHERE A LOAD-BEARING
 VALUE SUPERIOR TO THAT SPECIFIED IN THIS CODE IS
 CLAIMED, THE BUILDING OFFICIAL SHALL REQUIRE THAT THE
 NECESSARY INVESTIGATION BE MADE. SUCH INVESTIGATION
 SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 1802.4
 THROUGH 1802.6 .
  
  
 3) 109.3.10* IMPACT OF CONSTRUCTION. ALL CONSTRUCTION
 ACTIVITY REGULATED BY THIS CODE SHALL BE PERFORMED IN A
 MANNER SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF
 ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS PERMITTED TO
 AFFECT SAID PROPERTY PURSUANT TO A CONSENT BY THE
 APPLICABLE PROPERTY OWNER, UNDER TERMS & CONDITIONS
 AGREEABLE TO THE APPLICABLE PROPERTY OWNER. THIS
 INCLUDES BUT IS NOT LIMITED TO THE CONTROL OF DUST,
 NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE
 STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION
 ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE
 WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY
 REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY,
 DEVELOPERS, CONTRACTORS, AND OWNERS OF ALL NEW
 RESIDENTIAL DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
 PATIOS, DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING
 PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ
 FT OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A
 PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
 DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
 CERTIFICATION FROM A LICENSED ENGINEER SHALL BE
 SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL
 OF THE FINAL INSPECTION.
  
 4) 109.3.10.1 HURRICANE PROTECTION. IT SHALL BE
 UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION RELATED
 MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
 OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24 HRS.
 AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH
 CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS SHALL BE
 EITHER REMOVED FROM THE CONSTRUCTION SITE OR SECURED IN
 SUCH A MANNER AS TO MINIMIZE THE DANGER OF SUCH
 CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS CAUSING
 DAMAGE TO PERSONS OR PROPERTY FROM HIGH WINDS. ANY
 PERSONS WHO FAILS TO COMPLY TO REMOVE OR SECURE THE
 CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS WITHIN 24
 HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED SHALL BE
 SUBJECT TO A FINE NOT TO EXCEED $500.00. IN ADDITION TO
 THE ABOVE, A LICENSED CONTRACTOR WHO VIOLATES THIS
 SECTION SHALL BE SUBJECT TO DISCIPLINE PURSUANT TO
 SECTION 113 OF THIS CHAPTER.
  
 5) PLANS INDICATE AN OUTDOOR PLAY AREA. THE PLAY GROUND
 EQUIPMENT DOES FALL UNDER A SEPARATE PERMIT AND WILL BE
 A PROVISO ISSUE. THERE IS NO INFORMATION ON THE
 COMPONENTS OF PLAY GROUND EQUIPMENT NOR ACCESSIBLE
 WALKING SURFACE, WHEN PLANNING THIS AREA REVIEW THE
 GUIDE TO ADA ACCESSIBILITY GUIDELINES FOR PLAY AREAS.
  
 6A) SHEET A-2 INDICATES THE USE OF A PRE-ENGINEERED
 TENSILE ROOF STRUCTURE BY BIRD AIR INC. PLEASE PROVIDE
 THE WIND DESIGN INFORMATION FOUND IN 1609. 4. (3)
 EXPOSURE C/ 140 MPH
 3 SECOND GUST.
  
 6B) THE PRE-ENGINEERED TENSILE ROOF STRUCTURE BY BIRD
 AIR INC WILL ALSO NEED TO SHOW COMPLIANCE WITH THE
 REQUIREMENTS ?NONCOMBUSTIBLE? FOR A TYPE II BUILDING
 TABLE 601 FOOTNOTE ?(2).
  
 7) SHEET A-7 RESTROOMS- PLANS INDICATE CERAMIC TILE ON
 THE WET WALLS A HEIGHT OF 3?-0? PLEASE SEE SECTION
 1210.2 FOR WALLS WITH EITHER URINALS OR WATER CLOSETS.
  
 8) BUILDING PROVISO, SHOP DRAWINGS TO FOLLOW : SHEET
 A-14 ALUMINUM SUN CONTROL SHADE, PLEASE PROVIDE
 DOCUMENTATION THAT THIS SUN SHADE WILL MEET THE 140MPH
 WIND ZONE THIS STRUCTURE IS LOCATED IN, PLEASE PROVIDE
 TESTING AND ATTACHMENT DETAILS. 1609.6.2.
  
 9) SHEET S-2 (*) TB-3 INDICATES THAT THE DESIGN OF THIS
 ELEMENT IS PRELIMINARY AND WILL NEED TO BE FINALIZED
 ONCE THE REACTION FROM THE TENSILE STRUCTURE ARE
 AVAILABLE. THIS BEAM IS PART OF THE MAIN WIND FORCE
 RESISTING SYSTEM FOR THE BUILDING AND WILL NEED TO MET
 WIND LOADING BEFORE ISSUANCE OF THE PERMIT.
 1609.6.2.1.
  
 10) 1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE
 DEBRIS REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE
 PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS
 SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF
 GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE
 ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES
 POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH
 AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS
 OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE
 TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1.
 GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE
 SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST.
 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1 M)
 ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL
 MISSILE TEST.
  
  
  
 11) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
 PROVIDE 2 COPIES,
 3 IF THRESHOLD OR RESIDENT INSPECTOR OF PRODUCT TESTING
 REPORTS, MISSING REPORTS ARE AS FOLLOWS:
  
 A) FIXED WINDOWS, STOREFRONT
 B) EXTERIOR METAL/ FIBERGLASS IN SINGLE AND PAIRS C)
 ROOF HATCHES
 D) EXTERIOR WALL LOUVERS
 E) ROOFING ASSEMBLIES
 F) PRE-MANUFACTURED A/C STANDS
  
 12) PRODUCT APPROVALS SUBMITTED WITH PERMIT APPLICATION
 AFTER OCTOBER 1, 2003 ARE REQUIRED TO COMPLY WITH THE
 FLORIDA PRODUCT APPROVAL SYSTEM. FOR INFORMATION PLEASE
 SEE THE STATE WEBSITE AT WWW.FLORIDABUILDING.ORG.
 PRODUCTS WITH STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS THE PRODUCT
 IDENTITY NUMBER FROM THE STATE. IF THE PRODUCT DOES NOT
 HAVE STATEWIDE APPROVAL, SUBMIT AN APPLICATION FOR
 LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE
 9B-72. SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 13) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE
 PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC...
  
 FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL
 FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE
 ENGINEER OF RECORD FOR REVIEW.
  
 14) SHEET M-8 DETAIL 2 & 3 BOTH INDICATE THAT THE
 STRUCTURAL PLANS WILL PROVIDE ATTACHMENT DETAILS, NOT
 SHOWN IN S1- S5. PLEASE PROVIDE CURB ATTACHMENT
 DETAILS. 1609. 6.2.2 COMPONENTS AND CLADDING.
  
 15) ENERGY CALCULATIONS, A FULL REVIEW CAN NOT BE
 COMPLETED AT THIS TIME SINCE THE INPUT DATA REPORT WAS
 NOT SUBMITTED.
  
 16) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
  
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
Review Stop E ELECTRICAL
Rev No 5 Status P Date 2009-09-30 Cont ID  
Sent By dpalmer Date 2009-09-30 Time 16:27 Rev Time 0.00
Received By dpalmer Date 2009-09-30 Time 16:26 Sent To PC
Notes
2009-09-30 16:27:35REVISIONS
  
  
 PLANS STAMPED AND NOTED FOR ALL LOW VOLTAGE TO BE UNDER
 SEPARATE PERMITS.
Review Stop E ELECTRICAL
Rev No 4 Status P Date   Cont ID  
Sent By   Date 2009-06-11 Time   Rev Time 0.00
Received By dpalmer Date 2009-06-11 Time 16:59 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2008-12-24 Cont ID  
Sent By dpalmer Date 2008-12-24 Time 16:37 Rev Time 0.00
Received By dpalmer Date 2008-12-24 Time 16:37 Sent To  
Notes
2008-12-24 16:38:34ALL LIGTHING CONTROLS PER FBC CHAPTER 13. SEE DETAIL ON
 SHEET E-7
  
  
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2008-10-03 Cont ID  
Sent By dpalmer Date 2008-10-03 Time 12:44 Rev Time 0.00
Received By dpalmer Date 2008-10-03 Time 12:44 Sent To  
Notes
2008-10-03 12:46:17 
 ** DENIED **
  
  
 ** PLANS ARE IN GOOD SHAPE. THE FOLLOWING ITEMS COULD
 HAVE BEEN REDLINED OR *PROVISO* ITEMS HOWEVER PLANS ARE
 COMING BACK FOR COMMENTS FROM OTHER TRADES. PLEASE
 ADDRESS AT THIS TIME.
  
 1) NOTE: PLEASE SEE PREVIOUS REVIEW GAVE NOTES TO FBC
 13-415.1.ABC.1.4 FOR EXTERIOR LIGHTING CONTROLS. THE
 DETAIL ADDED TO THE SHEET E-6 DOES PROVIDE THE
 ASTRONOMICAL TIME CLOCK AS REQUIRED HOWEVER IF NOT
 USING A PHOTO-SENSOR AS THE OVER RIDE THE CODE REQUIRES
 A MINIMUM OF 10HRS FOR BATTERY BACK UP OF PROGRAMMING.
 PLEASE MAKE NOTE OF THE 10HR BACK UP.
 THIS WAS REDLINED ON PLANS AS THIS IS A MINOR ITEM.
  
 2) NOTE: PLEASE PROVIDE INFORMATION FOR LIGHTING IN
 SEPARATE SPACES. THE PLANS FOR BOTH NOTE #6 AND NOTE #7
 GIVE NOTES TO SEE DETAIL ON SHEET E-7. THE PLANS STILL
 ACTUALLY SHOW THE OCCUPANCY SENSOR DEVICE FOR AREAS
 NOTED AS NOTE #6 HOWEVER NOT THE DEVICE FOR NOTE #7. IF
 THESE ARE GOING TO BE WALL MOUNTED PLEASE SHOW
 LOCATIONS SO COVERAGE MAY BE VERIFIED. FOR AN EXAMPLE
 OF THIS IS THE FUTURE BUILD OUT SPACES. IF A WALL
 MOUNTED OCCUPANCY SENSOR IS GOING TO BE USED IN
 CONJUNCTION WITH THE SINGLE POLE SWITCH COVERAGE NEEDS
 TO BE SHOWN AS AREAS ARE NOT SQUARE. PLEASE CALL TO GO
 OVER
  
  
  
  
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANOR PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2008-07-30 Cont ID  
Sent By dpalmer Date 2008-07-30 Time 08:35 Rev Time 0.00
Received By dpalmer Date 2008-07-30 Time 08:35 Sent To  
Notes
2008-07-30 08:35:17 
 ** DENIEDREVIEW **
  
  
 1) NOTE:PLEASE SEE THE SUBMITTED ENERGY CALCULATIONS
 ARE NOT COMPLETE AS THE INPUT DATA REPORT AS REQUIRED
 DID NOT ACCOMPANY THE SUMMARY SHEETS.
 PLEASE BE SURE THE CERTIFICATION SHEETS ARE SIGNED,
 DATED AND SEALED AS REQUIRED.
 PLEASE BE SURE THE LOCATION IS UPDATED AS THE COVER
 SHEET DOES LIST ANOTHER MUNICIPALITY.
 PLEASE BE SURE ALL LIGHTING ON PLANS COORDINATES WITH
 THE ENERGY CALCULATIONS TO BE SUBMITTED.
 PLEASE SEE THE SQ FT ON PLANS AND CALCULATIONS ARE NOT
 THE SAME.
 PLEASE SEE SECTIONS 13-101.1, 13-103.1, 13-415.2,
 13-415.2.ABC.1.1,.1.2 AND .1.3.
  
 2) NOTE: PLEASE MEET SECTION 13-415.1.ABC.1.4 FOR
 EXTERIOR LIGHTING. THE DETAIL ON SHEET E-8 (#6) DOES
 NOT PROVIDE THE MINIMUM BACK UP AND TYPE OF SYSTEM
 REQUIRED.
  
 3) NOTE: PLEASE SUBMIT COMPLETE INFORMATION ON THE
 REQUIRED LIGHTING CONTROLS. SOME NOTES ON PLANS
 INDICATE DUAL TECHNOLOGY SENSORS TO BE INSTALLED
 HOWEVER THIS CONFLICTS THE SYMBOLS ON PLANS AS WELL AS
 THE SYMBOL LEGEND.
 PLEASE COMPLETE ALL DEVICES IN ALL LOCATIONS AND
 PROVIDE ALL MAXIMUM TIMES.
 13-415.1.ABC.1.1,.1.2 AND .1.3.
  
 ** PLEASE BE SURE DEVICES MEET ADA REQUIREMENTS OF FBC
 11-4.27.4
  
 4) NOTE: PLEASE SUBMIT AND INDICATE MINIMUM LEVELS FOR
 ALL ADA DEVICES. (HORNS, STROBES) HEIGHTS ETC.
 FBC 11-4.28.1, .2 AND .3.PLEASE BE SURE MINIMUM CD
 LEVELS PER PARAGRAPH (4) UNDER SECTION THREE IS MET.
  
 5) NOTE: PLEASE BE SURE TO STATE THE FOLLOWING MINIMUM
 CODES ON THE PLANS.
 2004 FBC W/2007 REVISIONS.
 2003 NFPA-101
 2005 NFPA-70
 2002 NFPA-72
  
 6) NOTE: PLEASE SEE THE CODE SECTIONS REFLECTED ON THE
 LOAD CALCULATIONS TABLE ARE FROM THE PREVIOUS 2002 NEC.
 PLEASE ADJUST TO 2005 CODE.
  
 7) NOTE: PLEASE BE SURE TO LIST ALL CIRCUITS ON PANEL
 SCHEDULE TO SPECIFIC ROOMS AND AREAS IN WHICH THEY
 FEED. FOR EXAMPLE: THE WORDING OF *RECEPTACLES* ON ALL
 OF THE CIRCUITS ON PANEL SCHEDULE SHOULD READ RECEPT
 ROOM 101,102, 103 OR SOME SORT OF ROOM DESIGNATION.
 NEC 408.4
 FBC 106.5, 106.1.1
  
 8) NOTE: PLEASE SUBMIT A COMPLETE THE GROUNDING
 ELECTRODE SYSTEM. WATER PIPE (IF METALLIC), FOOTER
 STEEL.
 250.50
  
 9) NOTE: PLEASE SEE THE FUTURE INTERIOR BUILD OUT
 SPACES SHALL CONTAIN SOME SORT OF BATTERY BACK UP
 FIXTURES FOR EGRESS OUT OF THESE SPACES.
 LS 101 7.8, 7.9.
  
 *** AS NOTED ABOVE AS THERE ARE SOME ITEMS NOT SHOWN ON
 PLANS AT THIS TIME OR SUBMITTED THERE MAY VERY WELL BE
 NEW COMMENTS ON THE FOLLOWING REVIEW WHICH CAN NOT BE
 MADE AT THIS TIME.
  
  
 IMPORTANT**
 ONCE AUDIT/REVIEWS ARE COMPLETE AND PLANS ARE PICKED UP
 FOR CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE
 ALL OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING.
 DO NOT LEAVE ANY OLD/VOIDED SHEETS IN SETS.
 PLEASE DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY
 ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,
 SPEC/CUT SHEETS, CALCULATIONS ETC SHOULD BE PLACED INTO
 TWO SETS/FOLDERS/BINDERS ETC.
 PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS
 SHOULD BE SUBMITTED FOR REFERENCE.
 THIS WILL HELP IN THE AUDIT/REVIEW PROCESS AND AVOID
 ANY DELAYS.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
2008-07-29 17:06:31REVIEW COMPLETED, NOTES TO FOLLOW
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2009-01-27 Cont ID  
Sent By   Date 2009-01-27 Time   Rev Time 0.00
Received By efabian Date 2009-01-27 Time 11:35 Sent To  
Notes
2009-01-27 11:44:41PASSED
  
 CIVIL PLANS APPROVED "AS NOTED" 9-22-08 REF SHEET C1.1:
 SEE SILT FENCE NOTE OF APPROVED SET.
  
 PLEASE CONTACT THE REVIEWER WITH ANY QUESTIONS:
  
 EMERY P. FABIAN, PROJECT COORDINATOR
 CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
 1000 - 45TH STREET, SUITE 9
 WEST PALM BEACH FL 33407
 (561)-494-1040 OFFICE
 (561)-662-2269 CELL
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2009-01-12 Cont ID  
Sent By efabian Date 2009-01-12 Time 12:32 Rev Time 0.00
Received By efabian Date 2009-01-12 Time 12:32 Sent To  
Notes
2009-01-12 12:30:34NO REVISED CIVIL PLANS SINCE SEPTEMBER 22ND 2008 SET TO
 SHOW CHANGES FROM REVIEW NOTES OF 10/06/08
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2008-10-06 Cont ID  
Sent By dlauderm Date 2008-10-06 Time 12:33 Rev Time 0.00
Received By dlauderm Date 2008-10-06 Time 12:33 Sent To  
Notes
2008-10-06 12:32:00FAILED.
 CITY ENGINEERING PERMIT IS NOT REQUIRED.
 SHEET C1.1
 A. SHOW A MINIMUM OF FILTER FABRIC PROTECTION AT THE
 CATCH BASINS (3) IN THE ROAD RIGHT-OF-WAY.
 B. LACKING SILT SCREEN AROUND RETENTION POND WHICH IS
 TO BE DUG OUT. ADD SILT FENCE TO THIS AREA FOR
 PROTECTION.
 C. DRAWINGS SUBMITTED TO ENGINEERING SERVICES WILL HAVE
 THESE SAME NOTES.
 THE PLAN SUBMITTED TO ENGINEERING SERVICES IS DATED
 SEPTEMBER 22, 2008. THE PLAN IS CONSTRUCTION SERVICES
 IS FROM AUGUST 18, 2008. THERE IS NO REVISION DATE ON
 EITHER DRAWING TO SHOW WHAT CHANGES HAVE BEEN MADE (IF
 ANY) TO THE SHEET. SUBMIT THE LATEST DRAWING WITH
 CHANGES A AND B SHOWN ON THEM WITH NEXT RESUBMITTAL.
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2009-01-05 Cont ID  
Sent By mawillia Date 2009-01-05 Time 15:04 Rev Time 0.00
Received By mawillia Date 2009-01-05 Time 14:42 Sent To  
Notes
2009-01-05 15:04:31*****APPROVED (10/07/2008)*****
  
 PLAN SHEETS LS-1, FP-1, FP-2, FP-3, AND E-3 WERE
 PREVIOUSLY FIRE-STAMPED BY WENNERGREN ON 10/07/2008.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2008-10-07 Cont ID  
Sent By mwennerg Date 2008-10-07 Time 10:51 Rev Time 0.00
Received By mwennerg Date 2008-10-07 Time 10:51 Sent To  
Notes
2008-10-07 10:52:44STAMPED SHEETS LS-1, E-3, FP-1, FP-2 AND FP-3.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2008-08-01 Cont ID  
Sent By mwennerg Date 2008-08-01 Time 09:43 Rev Time 0.00
Received By mwennerg Date 2008-08-01 Time 09:43 Sent To  
Notes
2008-08-01 09:56:52***DENIED***
  
 1) IN ADDITION TO APPLICABLE BUILDING CODES, LIFE
 SAFETY SHALL COMPLY WITH NFPA 101, 2003.
  
 2) 2A-10B,C RATED FIRE EXTINGUISHERS SHALL BE MOUNTED
 AT LOCATIONS NOT TO EXCEED 75' TRAVEL DISTANCE
 REQUIREMENT.
  
 3) SHEET LS-1 ILLUSTRATES FIRE ALARM EQUIPMENT BUT DOES
 NOT INDICATE DUCT SMOKE DETECTOR(S) THAT ARE SHOWN ON
 SHEET E-3. DUCT SMOKE DETECTORS SHALL INITIATE A
 GENERAL FIRE ALARM IN ACCORDANCE WITH LOCAL
 REQUIREMENTS.
  
 4) NOTE ON SHEET E-3 INDICATES A NEW FIRE ALARM PANEL
 THAT WILL REPLACE THE EXISTING PANEL. PLEASE ILLUSTRATE
 THE LOCATION OF THE PANEL AND REQUIRED SMOKE DETECTOR
 IN SAME AREA. IF THE PANEL REMAINS IN THE EXISTING
 LOCATION, PLEASE INDICATE AND SHOW EQUIPMENT.
  
 5) SEPARATE SHOP DRAWINGS AND PERMITS REQUIRED FOR FIRE
 SPRINKLER AND FIRE ALARM REMODEL. FIRE ALARM PANEL TO
 BE INCLUDED WITH FIRE ALARM DRAWINGS IF APPLICABLE.
  
 6) UL LISTED CLOSERS REQUIRED ON RATED DOORS TO ENSURE
 POSITIVE LATCH. PLEASE ADD TO DOOR SCHEDULE.
 ADDITIONALLY, PLEASE INDICATE WHAT DOORS IF ANY ARE
 PROVIDED WITH PANIC OF FIRE EXIT HARDWARE.
  
  
 A RESPONSE LETTER INDICATING HOW AND WHERE ON PLANS
 EACH COMMENT WAS ADDRESSED WOULD HELP EXPEDITE THE PLAN
 REVIEW PROCESS.
  
  
 MIKE WENNERGREN, ASSISTANT FIRE MARSHAL
 FIRE PLAN REVIEW
 FIRE PREVENTION (561) 804-4756
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2009-10-05 Cont ID  
Sent By dpalmer Date 2009-10-05 Time 10:26 Rev Time 0.00
Received By dpalmer Date 2009-10-05 Time 10:26 Sent To B
Notes
2009-10-05 10:26:22TO JW'S DESK
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2009-09-24 Cont ID  
Sent By lmartine Date 2009-09-24 Time 09:22 Rev Time 0.00
Received By lmartine Date 2009-09-24 Time 09:21 Sent To  
Notes
2009-09-24 09:22:11CCTV REVISION, GAVE TO DEWEY
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2009-09-22 Cont ID  
Sent By lmartine Date 2009-09-22 Time 15:27 Rev Time 0.00
Received By lmartine Date 2009-09-22 Time 15:27 Sent To  
Notes
2009-09-22 15:27:46METAL DOOR REVISION, GAVE TO JIM
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2009-09-15 Cont ID  
Sent By kstevens Date 2009-09-15 Time 16:41 Rev Time 0.00
Received By kstevens Date 2009-09-15 Time 16:41 Sent To  
Notes
2009-09-15 16:46:08SENT TWO REVISIONS TO JWITMER.
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2009-06-16 Cont ID  
Sent By lmartine Date 2009-06-16 Time 15:13 Rev Time 0.00
Received By lmartine Date 2009-06-12 Time 15:12 Sent To  
Notes
2009-06-16 15:13:10GAVE TO JIM WITMER
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2009-09-24 Cont ID  
Sent By lmartine Date 2009-06-03 Time 09:22 Rev Time 0.00
Received By lmartine Date 2009-06-03 Time 14:07 Sent To  
Notes
2009-06-04 14:05:04ELET REVISION TO DEWEY PALMER
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2008-12-05 Cont ID  
Sent By adarroug Date 2008-12-05 Time 11:24 Rev Time 0.00
Received By adarroug Date 2008-12-05 Time 11:24 Sent To  
Notes
2008-12-05 11:27:20TO "COMM" BD#14--PLANS ON RACK/1 ROLL AND PAPERWORK
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2008-09-10 Cont ID  
Sent By adarroug Date 2008-09-10 Time 16:54 Rev Time 0.00
Received By adarroug Date 2008-09-10 Time 16:54 Sent To  
Notes
2008-09-10 16:57:01TO "COMM" BD#38
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2008-08-01 Cont ID  
Sent By mwennerg Date 2008-08-01 Time 10:01 Rev Time 0.00
Received By mwennerg Date 2008-07-10 Time 13:34 Sent To  
Notes
2008-07-10 13:37:18TO "COMM" BD#59
Review Stop L LANDSCAPING
Rev No 1 Status P Date 2008-12-09 Cont ID  
Sent By rkussner Date 2008-12-09 Time 14:30 Rev Time 0.00
Received By rkussner Date 2008-12-09 Time 14:30 Sent To PC
Notes
2008-12-09 14:31:18***LANDSCAPE REVIEW PASSED***
  
 MUST REMOVE EARLEAF ACACIA ALONG WEST PROPERTY
 LINE.----RAK
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2009-01-11 Cont ID  
Sent By rregueir Date 2009-01-11 Time 12:39 Rev Time 0.00
Received By rregueir Date 2009-01-11 Time 12:26 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2008-09-18 Cont ID  
Sent By rregueir Date 2008-09-18 Time 11:23 Rev Time 0.00
Received By rregueir Date 2008-09-18 Time 10:18 Sent To  
Notes
2008-09-18 11:23:35REVIEW #: 2ND
 ACTION: DENIED
  
 FBC 2004 CODE FAMILY W/ 2007 SUPPLEMENTS
 FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH
  
 THE FOLLOWING COMMENTS ARE NUMBERED TO CORRESPOND WITH
 PREVIOUS REVIEW COMMENTS AS WELL AS DESIGNER'S WRITTEN
 RESPONSES FOR THE PURPOSE OF CONTINUITY.
  
 1 THROUGH 3: OK
  
 4. PLEASE SEE PREVIOUS MECHANICAL REVIEW COMMENT #4 AND
 CURRENT BUILDING COMMENT #14 REGARDING THE INCOMPLETE
 ROOF CURB DETAIL ON PAGE S-3. PROVIDE ALL INFORMATION
 FOR ATTACHMENT OF ROOF CURB TO STRUCTURE TO DEOMNSTRATE
 COMPLIANCE WITH THE REQUIREMENTS OF FBCM 301.13 FOR
 WIND RESISTANCE. ALSO, NO INFORMATION WAS PROVIDED
 REGARDING WIND RESISTANCE OF THE ROOF VENTILATOR HOOD
 SHOWN IN DETAIL #3 ON PAGE M-8. PROVIDE DOCUMENTATION
 FROM THE MANUFACTURER OF THIS HOOD WHICH DEMONSTRATES
 COMPLIANCE WITH THIS SECTION.
  
 5. OK
  
 6. MECHANICAL PORTIONS OF THE ENERGY CODE COMPLIANCE
 FORM AND COOLING LOAD CALCULATIONS ARE OK. HOWEVER, THE
 ENERGY CODE COMPLIANCE FORM WILL REMAIN IN FAIL STATUS
 PENDING SUCCESSFUL REVIEW BY ALL INTERESTED TRADES.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2008-07-22 Cont ID  
Sent By rregueir Date 2008-07-22 Time 16:21 Rev Time 0.00
Received By rregueir Date 2008-07-22 Time 08:37 Sent To  
Notes
2008-07-22 16:21:07REVIEW #: 1ST
 ACTION: DENIED
  
 FBC 2004 CODE FAMILY W/ 2007 SUPPLEMENTS
 FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH
  
 1. M-4: ELECTRICAL ROOM 123 IS SHOWN ON PAGES LS-1 AND
 A-1 TO BE 1-HOUR FIRE RESISTANCE RATED. MECHANICAL
 FLOOR PLAN SHOWS TWO UNPROTECTED DUCT PENETRATIONS INTO
 THIS ROOM. PLEASE COORDINATE THE LOCATIONS OF RATED
 WALL ASSEMBLIES WITH LS AND A PAGES, SHOWING DUCT
 PENETRATIONS TO BE PROTECTED IN ACCORDANCE WITH FBCM
 607.5.
  
 2. M-4: LAUNDRY ROOM 135 SHOWS 2 CLOTHES DRYERS. NOTE
 #6 CALLS FOR TWO 6? ROUND DUCTS. IT IS NOT KNOWN
 WHETHER THESE ARE DOMESTIC OR COMMERCIAL DRYERS. PLEASE
 PROVIDE SUBMITTAL WITH MANUFACTURER?S INSTALLATION
 INSTRUCTIONS TO SHOW COMPLIANCE WITH THE FOLLOWING
 REQUIREMENTS:
  
 A) CLOTHES DRYERS SHALL BE EXHAUSTED IN ACCORDANCE WITH
 THE MANUFACTURER?S INSTRUCTIONS PER FBCM 504.1.
 DOMESTIC DRYERS GENERALLY REQUIRE 4? ROUND DUCTS.
 LARGER DUCTS REDUCE AIR VELOCITY AND CONTRIBUTE TO THE
 BUILD-UP OF LINT WITHIN THE EXHAUST DUCTS.
  
 B) INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE
 PROVIDED WITH MAKEUP AIR IN ACCORDANCE WITH FBCM 504.5.
 IT IS NOT KNOWN THE RATE OF EXHAUST FOR THE TWO DRYERS
 COMBINED. THERE IS NO MAKEUP AIR SHOWN ON FLOOR PLANS
 AS THERE IS EQUALIZED SUPPLY AND EXHAUST IN THE ROOM.
  
 3. M-4: SOME DUCT SIZES ARE MISSING ON FLOOR PLANS.
 EXAMPLES: RETURN DUCT FOR TELE CLOSET 137, ROUND TRUNK
 LINE UPSTREAM OF TB 1-4, EXHAUST RISER FOR EF 1-1.
 PLEASE CHECK ALL DUCTS FOR SIZING AND PROVIDE MISSING
 INFORMATION ON PLANS. AN AIR DISTRIBUTION SYSTEM SHALL
 BE DESIGNED AND INSTALLED TO SUPPLY THE REQUIRED
 DISTRIBUTION OF AIR IN ACCORDANCE WITH FBCM 603.1.
  
 4. M-8: DETAILS 2 AND 3REFERENCE STRUCTURAL PLANS FOR
 CURB ATTACHMENT DETAIL. NO SUCH DETAIL COULD BE LOCATED
 IN STRUCTURAL PLANS. PROVIDE DETAIL SHOWING CURBS, FANS
 AND VENTS DESIGNED AND INSTALLED TO RESIST WIND
 PRESSURES IN ACCORDANCE WITH FBCM 301.13.
  
 5. EXHAUST FANS AND DRYER VENT OUTLET ARE LOCATED ON A
 ROOF EXCEEDING 16? IN HEIGHT. WHERE EQUIPMENT AND
 APPLIANCES REQUIRING ACCESS ARE INSTALLED ON ROOFS OR
 ELEVATED STRUCTURES AT A HEIGHT EXCEEDING 16 FEET, SUCH
 ACCESS SHALL BE PROVIDED BY A PERMANENT APPROVED MEANS
 OF ACCESS, THE EXTENT OF WHICH SHALL BE FROM GRADE OR
 FLOOR LEVEL TO THE EQUIPMENT AND APPLIANCES? LEVEL
 SERVICE SPACE IN ACCORDANCE WITH FBCM 306.5. SUCH
 ACCESS SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS
 GREATER THAN 30 INCHES IN HEIGHT. PAGE A-2 ON THE
 EXISTING PORTION MAKES REFERENCE TO SOME TYPE OF LADDER
 ON ROOF BUT NO ADDITIONAL INFORMATION COULD BE FOUND.
 PLEASE PROVIDE SUFFICIENT DETAIL TO DEMONSTRATE
 COMPLIANCE WITH THIS SECTION.
  
 6. ENERGY CALCULATIONS: A FULL REVIEW OF THE ENERGY
 CODE COMPLIANCE FORMS CAN NOT BE DONE AT THIS TIME
 BECAUSE THE INPUT DATA REPORT WAS NOT INCLUDED IN THE
 SUBMISSION. SEE ?IMPORTANT NOTE? ON PAGE 2. ALSO SEE
 THE INPUT REPORT IS CALLED FOR (AND CHECKED) ON THE
 CHECKLIST ON PAGE 7.
  
 EVEN THOUGH THE ENERGY CALCULATIONS ARE NOT BEING
 REVIEWED, THE FOLLOWING CORRECTIONS SHOULD BE MADE
 PRIOR TO RESUBMISSION:
  
 A) ENERGY CODE CALCULATIONS SHALL BE MADE A PART OF THE
 PLANS AND SPECIFICATIONS OF THE BUILDING AND THE PLANS
 AND SPECIFICATIONS SHALL BE PREPARED BY AN ENGINEER OR
 ARCHITECT LICENSED TO PRACTICE IN THE STATE OF FLORIDA
 IN ACCORDANCE WITH FBCB 13-103.2. THE CERTIFICATIONS
 PAGE STATES THE CALCULATIONS WERE PREPARED BY ?JARMO J.
 VALIMAKI.? IS THIS PERSON A FLORIDA LICENSED ENGINEER
 OR ARCHITECT? ALSO, THE PERSON PREPARING THE COMPLIANCE
 CALCULATION SHALL CERTIFY (BY SIGNING AND SEALING) THAT
 THE PLANS AND SPECIFICATIONS COVERED BY THE CALCULATION
 ARE IN COMPLIANCE WITH CHAPTER 13 OF THE FLORIDA
 BUILDING CODE IN ACCORDANCE WITH FBCB 13-103.1.1.
  
 B) A SYSTEM SIZING SUMMARY HAS BEEN ATTACHED TO THE
 ENERGY CALCULATIONS. THE SUMMARY SHALL BE SIGNED AND
 SEALED BY THE MECHANICAL ENGINEER IN ACCORDANCE WITH
 FBCB 13-407.1.ABC.1 EXCEPTION 1.
  
 C) THE SUMMARY CALLS FOR A REQUIRED TOTAL COOLING
 CAPACITY OF 132,072 BTU/H. THE NEW CHILLER IS SHOWN ON
 SCHEDULE AS 24 TONS, WHICH IS MORE THAN DOUBLE THE
 REQUIRED COOLING CAPACITY SHOWN ON THE SUMMARY. HVAC
 SYSTEMS AND EQUIPMENT SHALL BE SIZED TO PROVIDE NO MORE
 THAN THE SPACE AND SYSTEM LOADS CALCULATED IN
 ACCORDANCE WITH FBCB 13-407.1.ABC.1.
  
 NOTE: ALSO, CHECK THE HOT WATER PIPING INSULATION
 THICKNESS IN THE CALCULATIONS AGAINST THE THICKNESSES
 WHICH ARE CALLED FOR IN THE JOB SPECIFICATIONS.
  
 PLEASE RESPOND TO EACH COMMENT IN WRITING, WITH AN
 EXPLANATION OF HOW THE COMMENTS WERE ADDRESSED AS WELL
 AS WHERE THE RELATED INFORMATION CAN BE LOCATED. THIS
 WILL HELP TO FACILITATE TIMELY SUBSEQUENT REVIEWS. ALSO
 PLEASE PROVIDE ONE SET OF OLD, VOIDED PLANS FOR
 REFERENCE.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]
Review Stop P PLUMBING
Rev No 3 Status P Date 2009-01-21 Cont ID  
Sent By kstevens Date 2009-01-21 Time 11:55 Rev Time 0.00
Received By kstevens Date 2009-01-21 Time 11:55 Sent To  
Notes
2009-01-21 11:56:05PASSED/PROVISO -- STORM REQUIRES A 2-WAY CLEANOUT PER
 SECTION 708.3.5.
Review Stop P PLUMBING
Rev No 2 Status P Date 2008-09-11 Cont ID  
Sent By kstevens Date 2008-09-11 Time 11:47 Rev Time 0.00
Received By kstevens Date 2008-09-11 Time 11:47 Sent To  
Notes
2008-09-11 11:48:43PASSED/PROVISO -- STORM REQUIRES A 2-WAY CLEANOUT PER
 SECTION 708.3.5.
Review Stop P PLUMBING
Rev No 1 Status F Date 2008-07-28 Cont ID  
Sent By kstevens Date 2008-07-28 Time 11:12 Rev Time 0.00
Received By kstevens Date 2008-07-24 Time 15:51 Sent To  
Notes
2008-07-28 12:05:16DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 BUILDING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1. SHT I-1 SHOW THE LOCATION OF THE CONTROLLER AND THE
 RAIN SENSOR. FS 373.62.
  
 2. SHT A-3 SUBMIT CALCULATIONS FOR THE PRIMARY AND
 SECONDARY ROOF DRAINS PER SECTIONS 1106 & 1107 WITH ALL
 SUBSECTIONS AND TABLES. SHOW THE AREA FOR EACH ROOF
 DRAIN ALONG WITH 1/2 THE AREA OF ALL VERTICAL WALLS
 INCLUDING PARAPETS ADDED TO THE AREA OF EACH ROOF
 DRAIN. SHOW THE ELEVATION OF THE ROOF AT THE PARAPETS
 IN ORDER TO VERIFY VERTICAL CONTRIBUTION.
  
 3. SHT A-6 DETAILS 5A & 5B LAVS TO BE 2 FEET OFF THE
 WALL TO THE CENTERLINE OF THE FIXTURE TO BE CENTERED ON
 THE 48" DIMENSION OF THE CLEAR FLOOR SPACE FOR PARALLEL
 APPROACH REQUIRED IF LAVS ARE 20" HIGH TO THE FLOOD RIM
 LEVEL PER EXCEPTION 2 OF 4.19.2 CHILDRENS GUIDELINES OF
 THE ACCESS BOARD. (SEE ATTACHED SHEET).
  
 4. SHT A-6 DETAIL 4 27" HIGH CLEARANCE REQUIRED PER
 SECTION 11-4.24.3. 26-3/4" SHOWN. PLEASE CORRECT
 DETAIL.
  
 5. SHT A-6 DETAILS 3A & 3B ALONG WITH SHT A-7 FINISH
 SCHEDULE INDICATES C.T. WAINSCOT 3' A.F.F. SECTION
 1210.2 REQUIRES SURFACES WITHIN 2 FEET OF WATER CLOSETS
 AND URINALS TO HAVE A SMOOTH, HARD, NONABSORBENT
 SURFACE UP TO 4' A.F.F. PLEASE SHOW ON DETAILS AND
 FINISH SCHEDULE.
  
 6. SHT A-12 DETAIL 6 SHOWS STAINLESS STEEL SCREEN OVER
 THE OUTLET OF THE SECONDARY ROOF DRAIN. THIS IS NOT
 APPROVED AS IT CAN CAUSE BLOCKAGE IN THE REQUIRED DRAIN
 AS WELL AS REDUCING THE REQUIRED AREA OF THE DRAIN.
 TABLE 1106.3.--THE DETAIL ALSO SHOWS THE COVER
 AGAINST THE COUPLING WHICH DOES NOT REFLECT DETAIL 1 ON
 SHT A-14. PLEASE CLARIFY. SECTION 106.1.1.
  
 7. SHT P-1 WATER HEATER "A" DETAIL. SUBMIT CALCULATIONS
 OR THE SIZING CHART FOR THE EXPANSION TANK SHOWING THE
 CORRECT SIZE TANK FOR 80 GAL W/H. SUBMIT MANUF
 SPECIFICATION AND INSTALLATION SHEETS FOR THE EXPANSION
 TANK INDICATING MODEL NUMBER. SECTION 607.3.2.
  
 8. SHT P-2 SHOW CLEANOUTS REQUIRED IN THE STORM SYSTEM
 PER SECTION 1101.8. ALSO SHOW CLEANOUT REQUIRED ON THE
 STORM RISER DIAGRAM SHT P-4.
  
 9. SHT P-2THE P-4 SINK IN THE TEACHERS LOUNGE SHALL
 DRAIN DOWNSTREAM OF THE FIXTURES IN TOILET ROOM 131 PER
 SECTION 909.1. ONLY FIXTURES IN THE TOILET ROOM SHALL
 CONNECT TO THE HORIZONTAL WET VENT FOR THE TOILET ROOM
 FIXTURES. ALL OTHER FIXTURES SHALL DISCHARGE DOWNSTREAM
 OF THE TOILET ROOM FIXTURES. PLEASE CORRECT THE
 SANITARY RISER DIAGRAM ON SHT P-4 ALSO.
  
 10. SHT P-2 CONDENSATE FROM THE MECHANICAL ROOM 128
 STATES, "SEE CIVIL FOR CONNECTION TO STORM". CONDENSATE
 IS NOT SHOWN ON THE CIVIL PLANS. PLEASE INDICATE THE
 TERMINATION OF THE CONDENSATE PER SECTION 314.2.1. IF
 THE CONDENSATE CONNECTS TO THE STORM SEWER, THEN A
 RELIEF VENT, (GOOSENECK), IS REQUIRED ON THE CONDENSATE
 AS IT EXITS THE BUILDING.
  
 11. SHT P-4 WATER RISER DIAGRAM. THE WATER HAMMER
 ARRESTORS SHALL BE INSTALLED NEAR THE FIXTURES IN AN
 EFFECTIVE RANGE, NOT IN THE CEILING AS SHOWN. PDI-WH
 201 & MANUF INSTALLATION INSTRUCTIONS.
  
 12. SHT P-4OVERFLOW (ORD) ROOF DRAIN DETAIL
 TERMINATION DOES NOT REFLECT THE DETAILS ON SHTS A-12 &
 A-14. PLEASE CORRELATE. SECTION 106.1.1.
  
 13. SUBMIT RISER DIAGRAMS FOR THE OVERFLOW DRAINAGE
 PIPING PER SECTION 106.3.5.1.3.
  
 14. PLUMBING PLANS WERE LOOSE AT THE BACK OF THE PLANS.
 PLEASE SUBMIT COMPLETE BOUND SETS, (MINIMUM 2), FOR
 REVIEW. SECTION 106.1.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUMBER,
 WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. REMOVE
 ALL VOID SHEETS FROM ALL PLANS AND PLACE
 ONE SET OF THEM LOOSELY ON TOP OF THE
 COLLATED PLANS TO BE REVIEWED.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 3 Status P Date 2008-12-09 Cont ID  
Sent By kdfreema Date 2008-12-09 Time 15:09 Rev Time 0.00
Received By kdfreema Date 2008-12-09 Time 15:09 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 2008-09-22 Cont ID  
Sent By bpowell Date 2008-09-22 Time 11:22 Rev Time 0.00
Received By bpowell Date 2008-09-22 Time 11:22 Sent To  
Notes
2008-09-22 12:27:141. PARKING SPACES SHALL BE BE DELINEATED BY FOUR INCH
 DOUBLE STRIPPED LINES. THE PARKING DETAIL FOR THE
 HANDICAP SPACE ON THE CIVIL DRAWINGS MUST BE CORRECTED.
  
 IF YOU HAVE ANY QUESTIONS OR CONCERNS PLEASE CONTACT:
 BOBBY POWELL JR., [email protected], 822-1401.
Review Stop Z ZONING
Rev No 1 Status P Date 2008-07-17 Cont ID  
Sent By bpowell Date 2008-07-17 Time 23:50 Rev Time 0.00
Received By bpowell Date 2008-07-17 Time 23:49 Sent To  
Notes
***NONE***


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