Plan Review Details - Permit 06120709
Plan Review Stops For Permit 06120709
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2007-01-05 Cont ID  
Sent By jwitmer Date 2007-01-04 Time 07:39 Rev Time 2.22
Received By jwitmer Date 2007-01-04 Time 07:38 Sent To  
Notes
2007-01-04 07:57:21 
 *** ISSUED PERMIT***
 -PLAN REVIEW HISTORY-
  
 PERMIT# 06120709
 ADDRESS: 401 CLEMATIS ST
 CONT: CATALFUMO
 TELL # (561) 307-4836
  
 THE ATTACHED COMMENTS ARE PART OF THE
 PERMIT AND PLAN REVIEW PACKAGE AND ARE
 NOT TO BE REMOVED FROM THE ISSUED SET OF
 PLANS.2004 FBC 106.1.2 ADMINISTRATIVE CODE.
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 *= WEST PALM BEACH ADMINISTRATIVE AMENDMENTS
  
 105.13.* SPECIAL FOUNDATION PERMIT
 WHEN APPLICATION FOR A PERMIT TO ERECT
 OR ENLARGE A BUILDING HAS BEEN FILED, &
 PENDING ISSURANCE OF SUCH PERMIT, THE
 BUILDING OFFICIAL MAY, AT HIS/ HER
 DISCRETION, ISSUE A SPECIAL PERMIT FOR
 THE FOUNDATION ONLY, UPON WRITTEN RE-
 QUEST OF THE OWNER AND CONTRACTOR. THE
 HOLDER OF SUCH A SPECIAL PERMIT IS PRO-
 CEEDING AT HIS OR HER OWN RISK AND WITH-
 OUT ASSURANCE THAT A PERMIT FOR THE
 REMAINDER OF THE WORK WILL BE GRANTED
 AND THAT CORRECTIONS WILL NOT BE RE-
 QUIRED IN ORDER TO MEET THE PROVISIONS
 OF THE TECHNICAL CODE.
  
 1) BUILDING PROVISO:
 SHEETS A1-1.1, A1-2.1 & A1-GA.1 CAN ONLY
 BE USED FOR DIMENSIONAL PURPOSES ONLY.
  
 2) BUILDING PROVISO:
 109.3.10* IMPACT OF CONSTRUCTION.
 ALL CONSTRUCTION ACTIVITY REGULATED BY
 THIS CODE SHALL BE PERMORMED 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 PARCELL SHALL
 AS A PERMIT CONDITION, PROVIDE A
 PROFESSIONALLY PREPARED DRAINAGE PLAN
 CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE
 IMPROVEMENT, A CERTIFICATE FROM A
 LICENSED ENGINEER SHALL BE SUBMITTED TO
 THE INSPECTOR IN ORDER TO RECEIVE
 APPROVAL OF THE FINAL INSPECTION.
  
 3) BUILDING PROVISO:
 109.3.10.1 HURICANE 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-01-04 Cont ID  
Sent By jwitmer Date 2007-01-04 Time 07:35 Rev Time 2.22
Received By jwitmer Date 2007-01-04 Time 07:35 Sent To  
Notes
2007-01-04 07:38:17BUILDING REVIEW- FOUNDATION PERMIT.PLANS APPEAR TO BE
 CODE COMPLIANT, NO THRESHOLD INSPECTOR SIGNED ON. NO
 PERMIT CAN BE ISSUED UNTIL THRESHOLD INSPECTOR FORMS
 FILED WITH HAROLD PISKURA, INSPECTION SERVICES MANAGER.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-01-02 Cont ID  
Sent By jwitmer Date 2007-01-02 Time 07:36 Rev Time 2.22
Received By jwitmer Date 2007-01-02 Time 07:36 Sent To  
Notes
2007-01-02 08:16:39BUILDING PLAN REVIEW
 PERMIT: 06120709
 ADD: 401 CLEMATIS ST
 CONT: CATALFUMO CONSTRUCTION
 TEL: (561)307-4836
  
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
  
 FOUNDATION PERMIT:
  
 105.13. SPECIAL FOUNDATION PERMIT
 WHEN APPLICATION FOR A PERMIT TO ERECT
 OR ENLARGE A BUILDING HAS BEEN FILED, &
 PENDING ISSURANCE OF SUCH PERMIT, THE
 BUILDING OFFICIAL MAY, AT HIS/ HER
 DISCRETION, ISSUE A SPECIAL PERMIT FOR
 THE FOUNDATION ONLY, UPON WRITTEN RE-
 QUEST OF THE OWNER AND CONTRACTOR. THE
 HOLDER OF SUCH A SPECIAL PERMIT IS PRO-
 CEEDING AT HIS OR HER OWN RISK AND WITH-
 OUT ASSURANCE THAT A PERMIT FOR THE
 REMAINDER OF THE WORK WILL BE GRANTED
 AND THAT CORRECTIONS WILL NOT BE RE-
 QUIRED IN ORDER TO MEET THE PROVISIONS
 OF THE TECHNICAL CODE.
  
 1STREVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 2)SHEETS A1-1.1,A1-1.2 &A1-GA.1 THESE SHEETS CAN
 ONLY BE USED FOR DIMENSIONAL PUPPOSES ONLY,
  
 3) STURTURAL SHEETS, "S" ONLY HAVE THE ENGINEERS
 INFORMATION, NO INFORMATION AS REQUIRED FOR
 TITLEBLOCK:
  
 61G15-23.002 SEAL, SIGNATURE AND DATE SHALL BE
 AFFIXED.
 (1) A PROFESSIONAL ENGINEER SHALL SIGN HIS NAME AND
 AFFIX HIS SEAL TO ALL PLANS, SPECIFICATIONS, REPORTS,
 FINAL BID DOCUMENTS PROVIDED TO THE OWNER OR THE
 OWNER?S REPRESENTATIVE, OR OTHER DOCUMENTS PREPARED OR
 ISSUED BY SAID REGISTRANT AND BEING FILED FOR PUBLIC
 RECORD. THE DATE THAT THE SIGNATURE AND SEAL IS AFFIXED
 AS PROVIDED HEREIN SHALL BE ENTERED ON SAID PLANS,
 SPECIFICATIONS, REPORTS, OR OTHER DOCUMENTS IMMEDIATELY
 UNDER THE SIGNATURE OF THE PROFESSIONAL ENGINEER. (2)
 EACH SHEET OF PLANS AND PRINTS WHICH MUST BE SEALED
 UNDER THE PROVISIONS OF CHAPTER 471, F.S., SHALL BE
 SEALED, SIGNED AND DATED BY THE PROFESSIONAL ENGINEER
 IN RESPONSIBLE CHARGE. ENGINEERS SHALL LEGIBLY INDICATE
 THEIR NAME, ADDRESS, AND LICENSE NUMBER ON EACH SHEET.
 IF PRACTICING THROUGH A DULY AUTHORIZED ENGINEERING
 BUSINESS, ENGINEERS SHALL LEGIBLY INDICATE THEIR NAME
 AND LICENSE NUMBER, AS WELL AS, THE NAME, ADDRESS, AND
 CERTIFICATE OF AUTHORIZATION NUMBER OF THE ENGINEERING
 BUSINESS ON EACH SHEET. A TITLE BLOCK ON EACH SHEET
 CONTAINING THE PRINTED NAME, ADDRESS, AND LICENSE
 NUMBER OF THE ENGINEER OR IF APPLICABLE, THE NAME AND
 LICENSE NUMBER OF THE ENGINEER, AND THE NAME, ADDRESS
 AND CERTIFICATE OF AUTHORIZATION NUMBER OF THE
 ENGINEERING BUSINESS WILL SATISFY THIS REQUIREMENT.
 ENGINEERS WORKING FOR LOCAL, STATE OR FEDERAL
 GOVERNMENT AGENCIES SHALL LEGIBLY INDICATE THEIR NAME
 AND LICENSE NUMBER, AND MAY INDICATE THE NAME AND
 ADDRESS OF THE AGENCY. A COVER OR INDEX SHEET FOR
 ENGINEERING SPECIFICATIONS MAY BE USED AND THAT SHEET
 MUST BE SIGNED, SEALED AND DATED BY THOSE PROFESSIONAL
 ENGINEERS IN RESPONSIBLE CHARGE OF THE PRODUCTION AND
 PREPARATION OF EACH SECTION OF THE ENGINEERING
 SPECIFICATION WITH SUFFICIENT INFORMATION ON THE COVER
 SHEET OR INDEX SO THAT THE USER WILL BE AWARE OF EACH
 PORTION OF THE SPECIFICATIONS FOR WHICH EACH
 PROFESSIONAL ENGINEER IS RESPONSIBLE. ENGINEERING
 REPORTS MUST BE SIGNED, SEALED AND DATED ON A SIGNATURE
 PAGE OR COVER LETTER BY EACH PROFESSIONAL ENGINEER WHO
 IS IN RESPONSIBLE CHARGE OF ANY PORTION OF THE REPORT.
 A PROFESSIONAL ENGINEER MAY ONLY SEAL AN ENGINEERING
 REPORT, PLAN, PRINT OR SPECIFICATION IF THAT
 PROFESSIONAL ENGINEER WAS IN RESPONSIBLE CHARGE OF THE
 PREPARATION AND PRODUCTION OF THE ENGINEERING DOCUMENT
 AND THE PROFESSIONAL ENGINEER HAS THE EXPERTISE IN THE
 ENGINEERING DISCIPLINE USED IN PRODUCING THE
 ENGINEERING DOCUMENT IN QUESTION.
 (3) A PROFESSIONAL ENGINEER SHOULD NOT SEAL ORIGINAL
 DOCUMENTS MADE OF MYLAR, LINEN, SEPIA OR OTHER
 MATERIALS WHICH CAN BE CHANGED BY THE ENTITY WITH WHOM
 SUCH DOCUMENT(S) ARE FILED UNLESS THE PROFESSIONAL
 ENGINEER ACCOMPANIES SUCH DOCUMENT(S) WITH A SIGNED AND
 SEALED LETTER MAKING THE RECEIVER AWARE THAT COPIES OF
 THE ORIGINAL DOCUMENT AS DESIGNED BY THE PROFESSIONAL
 ENGINEER HAVE BEEN RETAINED BY THE PROFESSIONAL
 ENGINEER AND THAT THE PROFESSIONAL ENGINEER WILL NOT BE
 RESPONSIBLE FOR ANY SUBSEQUENT CHANGES TO THE
 REPRODUCIBLE ORIGINAL DOCUMENTS.
 (4) A PROFESSIONAL ENGINEER SHOULD NOT SEAL PRELIMINARY
 PLANS WHICH ARE NOT INTENDED FOR PERMIT, CONSTRUCTION,
 OR BIDDING PURPOSES. IF A PERMITTING AGENCY REQUIRES
 THAT PRELIMINARY PLANS SUBMITTED FOR REVIEW PURPOSES BE
 SIGNED AND SEALED, THEN THE ENGINEER SHOULD CLEARLY
 NOTE SUCH LIMITATIONS ON THE FACE OF THE PLANS, BY
 USING TERMS SUCH AS ?PRELIMINARY,? ?FOR REVIEW ONLY,?
 ?NOT FOR CONSTRUCTION,? OR ANY OTHER SUITABLE STATEMENT
 WHICH DENOTES THAT THE DOCUMENTS ARE FOR DESIGN REVIEW
 ONLY AND ARE NOT INTENDED FOR PERMIT, CONSTRUCTION, OR
 BIDDING PURPOSES.
 (5) ENGINEERS WHO WISH TO SIGN AND SEAL ELECTRONICALLY
 TRANSMITTED PLANS, SPECIFICATIONS, REPORTS, FINAL BID
 DOCUMENTS, OR OTHER DOCUMENTS SHALL FOLLOW THE
 PROCEDURES SET FORTH IN RULE 61G15-23.003, F.A.C.
 SPECIFIC AUTHORITY 471.025 FS. LAW IMPLEMENTED 471.025
 FS. HISTORY?NEW 1-8-80, AMENDED 1-20-85, FORMERLY
 21H-23.02, AMENDED 5-14-86, FORMERLY 21H-23.002,
 AMENDED 11-15-94, 8-18-98, 2-3-00, 2-22-01, 2-5-04.
  
 4)SHEET S0-1.0 DESIGN CRITERIA:
 4A)WIND DESIGN ONLY STATES THAT THIS BUILDING IS
 DESIGNED IN ACCORDANCE WITH FBC 2004,WHAT ?
 WIND LOADS ON EVERY BUILDING OR STRUCTURE SHALL BE
 DETERMINED IN ACCORDANCE WITH SECTION 6 OF ASCE 7. WIND
 SHALL BE ASSUMED TO COME FROM ANY HORIZONTAL DIRECTION
 AND WIND PRESSURES SHALL BE ASSUMED TO ACT NORMAL TO
 THE SURFACE CONSIDERED.
 EXCEPTIONS:
 1.PROVISIONS OF SECTION1609.6 SHALL BE PERMITTED
 FOR BUILDINGS 60 FEET (18.3 M) HIGH OR LESS.
 2.WIND TUNNEL TESTS TOGETHER WITH APPLICABLE
 SECTIONS OF 1609.6 .
 3.SUBJECT TO THE LIMITATIONS OF SECTIONS
 1609.1.1.1 , 1609.1.4 , AND 1609.3 , THE PROVISIONS OF
 SBCCI SSTD 10 SHALL BE PERMITTED FOR APPLICABLE GROUP
 R2 AND R3 BUILDINGS FOR A BASIC WIND SPEED OF 130 MPH
 (58 M/S) OR LESS IN EXPOSURE B AND 110 MPH (49 M/S) OR
 LESS IN EXPOSURE C IN ACCORDANCE WITH FIGURE 1609 AND
 SECTION 1609.4 .
 4.SUBJECT TO THE LIMITATIONS OF SECTIONS
 1609.1.1.1 , 1609.1.4 , AND 1609.3 , PROVISIONS OF
 ANSI/AF&PA WFCM, WOOD FRAME CONSTRUCTION MANUAL FOR
 ONE- AND TWO-FAMILY DWELLINGS SHALL BE PERMITTED FOR
 APPLICABLE WOOD FRAME BUILDINGS OF GROUP R3 OCCUPANCY
 FOR A BASIC WIND SPEED OF 150 MPH OR LESS IN ACCORDANCE
 WITH FIGURE 1609 AND SECTION 1609.4 .
 5.DESIGNS USING NAAMM FP-1001 SPECIFICATION FOR
 DESIGN LOADS OF METAL FLAGPOLE S.
 6.SUBJECT TO THE LIMITATIONS OF SECTIONS
 1609.1.1.1 , 1609.1.4, AND 1609.3 , THE PROVISIONS OF
 THE FC&PA GUIDE TO CONCRETE MASONRY RESIDENTIAL
 CONSTRUCTION IN HIGH WIND AREAS SHALL BE PERMITTED FOR
 APPLICABLE CONCRETE MASONRY BUILDINGS OF GROUP R3
 OCCUPANCY FOR A BASIC WIND SPEED OF 130 MPH (58 M/S) OR
 LESS IN EXPOSURE B AND 110 MPH (49 M/S) OR LESS IN
 EXPOSURE C IN ACCORDANCE WITH FIGURE 1609 AND SECTION
 1609.4 .
 7.ANSI/TIA/EIA 222 SHALL BE PERMITTED FOR
 COMMUNICATION TOWER AND STEEL ANTENNA SUPPORT
 STRUCTURES AND SHALL MEET THE WIND LOADS OF ASCE 7 AND
 SHALL BE DESIGNED BY A QUALIFIED ENGINEER.
 8.SUBJECT TO THE LIMITATIONS OF SECTIONS
 1609.1.1.1 , 1609.1.4 , AND 1609.3 , THE PROVISIONS OF
 THE WPPC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREA S
 SHALL BE PERMITTED FOR APPLICABLE WOOD-FRAME BUILDINGS
 OF GROUP R3 OCCUPANCY FOR A BASIC WIND SPEED OF 130 MPH
 (58 M/S) OR LESS IN EXPOSURE B AND 110 MPH (49 M/S) OR
 LESS IN EXPOSURE C IN ACCORDANCE WITH FIGURE 1609 AND
 SECTION 1609.4 .
 9.DESIGNS USING AASHTO
  
 4B)WIND DESIGN : PLANS INDICATE BUILDING CATEGORY II,
 PLEASE SEE TABLE 1-1 OF SECTION 6 OF ASCE 7-02.THIS
 BUILDING COULD BE CLASSIFIED AS A III HAVING OCCUPANT
 LOADS OF GREATER THAN 300 PEOPLE IN A CONGREGATED AREA
 OR CLASSIFIED AS A BUILDING CATEGORYIVAS A BUILDING
 HOUSING ESSENTIAL SERVICES.
  
 5) FOUNDATION PERMIT , FEES ARE TO BE PAID.
  
 6)WPB AMENDMENT 105.13.6. W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT
 REQUEST FOR THRESHOLD BUILDINGS A
 SPECIAL INSPECTOR AS REQUIRED BY S.
 553.79(5) FLORIDA STATUTES TO THE MIN-
 IMUM INSPECTIONS REQUIRED BY THIS CODE.
 CONTACT HAROLD PISKURA MANAGER OF THE
 SPECIAL INSPECTOR PROGRAM AT (561)
 805-6711 FOR FURTHER INFORMATION BEFORE
 THE PERMIT MAY BE ISSUED.
  
 7)W.P.B. AMENDMENT 105.13.4.4 ALL
 PLANS FOR THE BUILDING WHICH ARE
 REQUIRED TO BE SIGNED AND SEALED BY THE
 ARCHITECT OR ENGINEER OF RECORD CON-
 TAIN A STATEMENT THAT, TO THE BEST OF
 THE ARCHITECT'S PR ENGINEER'S KNOWLEDGE,
 THE PLANS AND SPECIFICATIONS COMPLY WITH
 THE APPLICABLE FIRE-SAFETY STANDARDS AS
 DETERMINED BY THE LOCAL AUTHORITY IN
 ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
  
  
 BUILDING PROVISO:
 8 ) 109.3.10* IMPACT OF CONSTRUCTION.
 ALL CONSTRUCTION ACTIVITY REGULATED BY
 THIS CODE SHALL BE PERMORMED 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 PARCELL SHALL
 AS A PERMIT CONDITION, PROVIDE A
 PROFESSIONALLY PREPARED DRAINAGE PLAN
 CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE
 IMPROVEMENT, A CERTIFICATE FROM A
 LICENSED ENGINEER SHALL BE SUBMITTED TO
 THE INSPECTOR IN ORDER TO RECEIVE
 APPROVAL OF THE FINAL INSPECTION.
  
 BUILDING PROVISO:
 9 ) 109.3.10.1 HURICANE 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2007-01-04 Cont ID  
Sent By dpalmer Date 2007-01-04 Time 11:01 Rev Time 0.00
Received By dpalmer Date 2007-01-04 Time 06:54 Sent To  
Notes
2007-01-04 11:11:08*****REDLINED PLANS.*******
  
  
  
 ** SET OF ELECTRICAL PLANS STMAPED 1/04/07 IS FOR UNDER
 GROUND INSTALLATIONS OF ELECTRICAL CONDUITS FOR MAIN
 ELECTRICAL DISTRIBUTION SYSTEM, AND ANY STUB UP
 LOCATIONS FOR FUTURE BRANCH CIRCUIT POWER/LIGHTING AND
 LOW VOLTAGE LOCATIONS.
  
 ** SHEETS REDLINED FOR ATTACHMENTAND INSTALLATION OF
 ALLGROUNDING ELECTRODE SYSTEM CONDUCTORS FOR THE MAIN
 SYSTEM AND STUB UPS FOR FUTURE GROUNDING ELECTRIDE
 RISER. THIS IS INCLUSIVE OF THE UNDERGROUND SLAB
 ATTACHMENTS FOR THE LIGHTNING PROTECTIONSYSTEM
 UNDERGROUNDS. DETAILS AND NOTES ARE ON PLANS.
  
 ** SHEETS ALSO INCLUDE INSTALLATION OF MANHOLES AND
 DUCT BANKS TO EACH SECTION OF OF THE SITE.
  
 ELECTRICAL CONTRACTOR(S)/ CERTIFIED LIGHTNING
 PROTECTION INSTALLATION CONTRACTOR(S)FOR SCOPE OF
 WORK FOR MAIN ELECTRICAL SYSTEM AND ANY LIGHTNING
 PROTECTION MAY REFERENCE THESE PLANS AND PERMIT NUMBER
 FOR THEIR SCOPE OF WORK. LIGHTING PROTECTION WORK FOR
 FOUNDATION WILL BE A SEPARATE ELECTRICAL PERMIT FROM
 THE MAIN ELECTRICAL UNDERGROUND SCOPE.
  
 THIS PERMITTED SET OF PLANS FOR FOUNDATION DOES NOT
 INCLUDE ANY REVIEWS FOR THE BUILDING MAIN ELECTRICAL
 SYSTEM, ONLY THAT FOR CONDUIT SIZES AND NOTES ABOVE.
  
 ALL THREE SETS STAMPED
  
  
  
 IF THERE ARE ANY QUESTIONS, PLEASE DO NOT HESITATE IN
 CONTACTING THIS OFFICE.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
2007-01-04 06:54:222007-01-04 06:54:22
 IN ELEC FOR REVIEW
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2006-12-29 Cont ID  
Sent By dpalmer Date 2006-12-29 Time 15:16 Rev Time 0.00
Received By dpalmer Date 2006-12-29 Time 11:48 Sent To B
Notes
2006-12-29 15:22:54*** UNSAT ***
  
  
 CITY CENTER FOUNDATION PERMIT APPLICATION REVIEW
 PERMIT # 06120709
  
  
 1) NOTE: PLEASE SEE THE SUBMITTED PLANS FOR REVIEW DID
 NOT CONTAIN ANY OF THE ELECTRICAL SHEETS REQUIRED FOR
 INFORMATION ON THE BUILDINGS GROUNDING ELECTRODE SYSTEM
 AND LIGHTNING PROTECTION GROUNDING AS REQUIREDPER
 250.50, 250.52, 250.54, 250.58, 250.104, 250.106 ETC
 WHICH WERE ALL A PART OF THE MAIN BUILDING ELECTRICAL
 SET OF PLANS. THESE ITEMS WHICH ARE REQUIRED AND WILL
 BE PART OF THE FOUNDATION OF BUILDING ARE REQUIRED TO
 BE SUBMITTED AS PART OF THIS PERMIT PACKAGE AND PERMIT
 FOR REVIEW.
 FBC ADMINISTRATIVE SECTIONS 106.1.2, 106.3.5.1.2
  
 2) NOTE: PLEASE SEE THAT THE SUBMITTED PLANS DO NOT
 CONTAIN ALL INFORMATION AS NEEDED FOR THE UNDER
 ELECTRICAL CONDUITS WHICH WILL BE PART OF THE
 FOUNDATION/SLAB WORK. PLEASE SEE MISSING SHEETS FROM
 MAIN PLANS OR SHEETS WHICH MAY BE CREATED FOR
 SLAB/FOUNDATION WHICH INDICATE THE CONDUIT SIZES WHICH
 WILL BE INSTALLED FOR ALL ELECTRICAL LOCATIONS WHICH
 ARE PART PF THE FOUNDATION.
 IE; FIRE PUMP, MAIN SWITCH GEAR, 1HMGA, 1HMGB,AND ANY
 OTHER MAIN ELECTRICAL EQUIPMENT PANEL LOCATIONS WHICH
 WILL BE FED FROM UNDERGROUND CONDUITS ETC.
 FBC 106.1.2 ADMIN SECTION.
  
 3) NOTE: PLEASE SEE MAIN PLANS FOR LIGHTNING PROTECTION
 SYSTEM(S) WHICH IS PART OF THE FOUNDATION WORK.
 250.106, NFPA-780
  
 4) NOTE: PLEASE SEE 314 PART IV SECTIONS 314.50-314.59
 FOR THE MANHOLES WHICH WILL BE PART OF THE FOUNDATION.
 PLEASE INDICATE SIZES, CONSTRUCTION ETC. PLEASE KNOW
 THIS IS ONE ITEM WHICH COLD BE REDLINED, HOWEVER THIS
 INFORMATION WOULD BE REQUIRED BEFORE ANY CONCRETE WOULD
 BE POURED FOR THESE AREAS, INCLUDING PULL BOXES AS
 SHOWN ON PLANS BETWEEN GARAGE AND CITY HALL SECTION.
 PREVIOUS REVIEW NOTES.
  
 5) NOTE: PLEASE SEE THE SUBMITTED PLANS INCLUDE ALL
 FIRST FLOOR LEVEL FIRE SPRINKLER LINES WHICH WILL BE
 REVIEWED BY THE MARSHAL?S OFFICE, CHIEF MIKE CARSILLO.
  
  
 6) NOTE: PLEASE SEE AS REVIEWING PLANS SUBMITTED THE
 "S" SHEETS ARE MISSING THE TITLE BLOCKS AS REQUIRED PER
 FLORIDA ADMINISTRATIVE CODE 61G15-23.002. PLEASE SEE
 THE SHEETS NOW CONTAIN THE CERTIFICATE OF AUTHORIZATION
 NUMBER WHICH IS OK AND HAS BEEN VERIFIED WITH THE STATE
 OF FLORIDA.THIS INFORMATION MAY BE PLACED ON SHEETS
 IN ALL THREE SETS PENDING STRUCTURAL REVIEW.THE
 COMPLETED TITLE BLOCK INFORMATION MAY BE DONE BY A
 STAMP, LABEL, OR HAND WRITTEN IF SO CHOSEN.
  
  
  
 ** ONE ROLL OF PLANS SENT TO FIRE AND TWO OTHER ROLLS
 WILL BE PLACED ON JIM WITMER'S DESK FOR BUILDING AND
 OTHER REVIEWS TO TAKE PLACE.
  
 * ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE 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 KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2007-01-03 Cont ID  
Sent By mcarsill Date 2007-01-02 Time 14:03 Rev Time 0.00
Received By mcarsill Date 2007-01-02 Time 14:03 Sent To  
Notes
2007-01-04 07:02:28REDLINED PLANS SHEETS FP 1-1.0, 1-1.1 AND 1-1.3. SHEETS
 ONLY FOR REFERENCE OF ENTRANCE FOR FIRE PUMP/SPRINKLER
 MAINS ONLY IN FOUNDATION PER CHIEF CARSILLO. ALL OTHER
 FP REMOVED FROM SETS. DV PALMER
2007-01-02 14:56:45FOUNDATION PERMIT REVIEW ONLY.
  
 1. ALL UNDERGROUND UTILITIES INCLUDING REQUIRED FIRE
 MAINS AND APPURTENANT EQUIPMENT SHALL BE INSTALLED IN
 AN APPROVED MANNER REGARDLESS OF THE TIMING OF THE
 FOUNDATION WORK WHEN APPROVAL IS GRANTED.
 2. NO UNDERGROUND FIRE MAINS ARE TO BE INSTALLED
 UNDERNEATH BUILDING FOUNDATIONS.
 3. ANY SYSTEMS TO INCLUDE MECHANICAL, ELECTRICAL,
 MECHANICAL, AND SANITARY LINES SHALL NOT BE NEGATIVELY
 IMPACTED DUE TO THE FOUNDATION PERMIT WHEN IT IS
 APPROVED.
 4. SUITABLE ACCESS ON SITE SHALL BE PROVIDED DURING
 CONSTRUCTION.
 5. ALL EXISTING UTLILITES ARE TO BE PROPERLY LOCATED
 PRIOR TO EXCAVATION.
 6. THIS REVIEW DOES NOT RELIEVE RESPOSIBLE PERSONS OR
 FIRMS FROM OBTAINING ANY OTHER GOVERNMENTAL REVIEWS OR
 APPROVALS.
  
 MIKE CARSILLO, CHIEF FIRE PREVENTION OFFICER 804-4709
 PHONE
 804-4774 FAX
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2007-01-05 Cont ID  
Sent By dpalmer Date 2007-01-02 Time 10:32 Rev Time 0.00
Received By rbrown Date 2007-01-02 Time 10:32 Sent To  
Notes
2007-01-02 10:33:021/2/06
 TO COMM BOARD #20, EXPEDITED
2006-12-28 15:03:25TO "DPALMER" DESK
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2007-01-04 Cont ID  
Sent By dpalmer Date 2007-01-04 Time 06:53 Rev Time  
Received By dpalmer Date   Time   Sent To  
Notes
2007-01-04 06:53:56NO MECHANICAL TO BE PART OF FOUNDATION SCOPE OF WORK.
 SHEETS REMOVED FROM SETS.
Review Stop P PLUMBING
Rev No 2 Status P Date 2007-01-05 Cont ID  
Sent By kstevens Date 2007-01-05 Time 15:06 Rev Time 0.00
Received By kstevens Date 2007-01-05 Time 15:06 Sent To  
Notes
2007-01-05 15:22:28PASSED/PROVISO
  
 FOUNDATION PERMIT ONLY
  
 1.SECTION 403.1.1 POTTY PARITY HAS NOT BEEN
 ADDRESSED. THIS MAY BE OF SOME CONCERN FOR THE 1ST
 FLOOR TOILET ROOMS IN THE ASSEMBLY OCCUPANCIES. THE
 CONTRACTORS SHALL PROCEED AT THEIR OWN RISK. (SEE
 COMMENT 55B FROM THE BLD-COM PERMIT 06100574).
  
 2. THE STORM PIPING APPEARS TO BE ADEQUATE SIZE PER
 TABLE 1106.3, BUT THE TOTAL SQUARE FOOTAGE HAS NOT BEEN
 VERIFIED AT THIS TIME. THE CONTRACTOR SHALL PROCEED AT
 THEIR OWN RISK.
  
 3. AN APPROVED SANITARY RISER DIAGRAM HAS NOT BEEN
 SUBMITTED FOR THE FOUNDATION WORK AT THIS TIME.
 SANITARY RISER DIAGRAMS REFLECTING THE FLOOR PLAN SHALL
 BE SUBMITTED AND APPROVED FOR THE HORIZONTAL BUILDING
 DRAINSPRIOR TO 1ST INSPECTION OF THE UNDERGROUND
 PIPING. CONTRACTOR SHALL PROCEED AT THEIR OWN RISK.
  
 4. PLEASE SUBMIT THE REQUIRED INFORMATION FOR THE
 UNDERGROUND PIPING BY JANUARY 19, 2007 SO AS NOT TO
 DELAY THE CONSTRUCTION PROCESS.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2007-01-05 Cont ID  
Sent By kstevens Date 2007-01-05 Time 07:34 Rev Time 0.00
Received By kstevens Date 2007-01-05 Time 07:33 Sent To  
Notes
2007-01-05 07:37:05DENIED
 REFERENCE: FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
Review Stop Z ZONING
Rev No 1 Status P Date 2007-01-02 Cont ID  
Sent By mflis Date 2007-01-02 Time 16:17 Rev Time 0.00
Received By mflis Date 2007-01-02 Time 16:17 Sent To  
Notes
2007-01-02 16:22:00FOUNDATION PERMIT ONLY:
  
 PASSED WITH PROVISO:
  
 1) PERMIT REVIEWED FOR FOUNDATION ONLY
  
 2) STREETSCAPE AND LANDSCAPE COMMENTS PER BLDG PERMIT
 06100574 ARE STILL TO BE ADDRESSED UNDER APPLICABLE
 PERMIT.
  
 3) PLEASE INDICATE 25'-0" SITE VISIBILITY TRIANGLES AT
 ALL PROPERTY CORNERS (FROM BACK OF CURB TO A POINT AT
 THEIR THEORETICAL EXTENSION)
  
 MATT FLIS 822-1445


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