Plan Review Details - Permit 05051287
Plan Review Stops For Permit 05051287
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2005-06-13 Cont ID  
Sent By jhiggins Date 2005-06-13 Time 10:45 Rev Time 0.00
Received By jhiggins Date 2005-06-13 Time 10:45 Sent To  
Notes
2005-06-13 00:00:00ADDRESS 1122 PALM BCH LAKES BLVD
 ASSIGNED 6/13/05.JTH.
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2007-02-06 Cont ID  
Sent By jwitmer Date 2007-02-06 Time 08:54 Rev Time 0.77
Received By jwitmer Date 2007-02-06 Time 08:54 Sent To Z
Notes
2007-02-06 09:11:42BUILDING PLAN REVIEW
 PERMIT: 05051287
 ADD: 1122 PALM BCH LAKES BLVDL
 CONT: CSR HEAVY CONSTRUCTION
 TEL: (954)650-6733
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 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) REVISION SUBMITTAL INDICATES WORK TO BE REVIEWED
 UNDER THIS REVISION AS A 5'-0" TALL BLOCK WALL, REFER
 TO C-2 OF THE APPROVED SITE PLAN. THE SITE PLAN
 INDICATES A SITE WALL, THE DETAIL SUBMITTED DOESN'T
 INDICATE WHERE THE PROPERTY LINE IS IN RELATIONSHIP
 WITH THE FOOTER.
  
 3) REVISION INDICATES TWO SEALED ORIGINALS, ONE IS A
 COPY AND SEALED.
 PLANS, SPECIFICATIONS, REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN PROFESSIONAL AND
 BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 4) THE CIVIL ENGINEER IS JEFF H. IRAVANI, INC. HAS HE
 BEEN REMOVED FROM THE PROJECT? WHY IS A DIFFERENT
 ENGINEER SIGNING THIS WORK?
  
 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 5 Status P Date 2006-02-27 Cont ID  
Sent By jwitmer Date 2006-02-27 Time 15:04 Rev Time 2.22
Received By jwitmer Date 2006-02-27 Time 13:36 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2006-01-09 Cont ID  
Sent By jwitmer Date 2006-01-09 Time 14:25 Rev Time 0.77
Received By jwitmer Date 2006-01-09 Time 07:34 Sent To PC
Notes
2006-01-25 00:00:00NO CHANGE IN PLANS!
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2006-01-05 Cont ID  
Sent By jwitmer Date 2006-01-05 Time 14:57 Rev Time 2.22
Received By jwitmer Date 2006-01-05 Time 14:57 Sent To PC
Notes
2006-01-05 00:00:00PERMIT: 05051287
 ADD: 1122 P. B. LAKES
 CONT:CSR HEAVY CONSTTRUCTION
 TEL: (954)650-6733
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 3RD REVIEW
 ACTION: DENIED
  
 *****************NOTE*****************
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY.SUBMIT ONE SET OF OLD
 SHEETS. 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.
 ***************************************
  
 1) COMMENT# 5 FROM THE PREVIOUS REVIEW,
 FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 A6-8 PROVIDE ROOF/ WALL DETAILS BUT NO
 INFORMATION AS TO ENGINEERED DRAWINGS
 FROM THE MANUFACTURER FOR SPANS OF BEAMS
 OR COLUMNS OR ROOF PANEL SPANS?
  
 2) COMMENT# 7FROM THE PREVIOUS REVIEW,
 A-4 INDICATE THE USE OF ELASTOMARIC
 STUCCO ? IS THIS EFIS SYSTEMS? PROVIDE
 ADDITIONAL INFORMATION, MIAMI-DADE
 NOA,ETC
  
 3) COMMENT# 8FROM THE PREVIOUS REVIEW,
 A-1 INDICATES SHEAR WALL CONSTRUCTION
 PROVIDE INFORMATION AS TO WHICH WALLS
 ARE THE SHEAR WALLS.
  
 4) COMMENT# 9FROM THE PREVIOUS REVIEW,
 A-2 VARIOUS FOUNDATION DETAILS
 INDICATE THE OVER-ALL HEIGHT OF THE
 FOUNDATION 12" TALL, SEE 1804.1.3 THE
 BOTTOM OF THE FOUNDATION SHALL EXTEND NO
 LESS THAN 12" BELOW FINISH GRADE.
 SEE F-4 6" ABOVE GRADE LEAVES 10" BELOW
 GRADE.
  
 5) COMMENT# 10FROM THE PREVIOUS REVIEW,
 SHEET A-5,FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 PLANS HAVE VARIOUS ABBREVIATIONS?PLEASE
 PROVIDE A KEEY OR SCHEDULE.
  
  
 6A) COMMENT# 11 FROM THE PREVIOUS
 REVIEW,
 SHEETA-6 INDICATES VARIOUS DETAILS, ONE
 BEING A-7 DETAIL A3 INDICATES THE
 USE OF A DOUBLE BEAM BUT THE PLANS
 INDICATE NO FASTENING BETWEEN BEAMS TO
 CREATE A SINGLE MEMBER? PROVIDE TABLE
 FOR SPANS.
 6B) NEW COMMENT: SHEET A-6 HAS A NEW
 DETAIL BEING A-7 DETAIL C4, A6 INDICATES
 THIS IS A COLUMN TO SLAB DETAIL WHEREAS
 IT IS A COLUMN/BEAM TO ROOF DETAIL.
 AGAIN NO SPAN TABLES HAVE BEEN PROVIDED.
  
 7) COMMENT#13FROM THE PREVIOUS REVIEW,
 FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 SHEET A-10 INDICATES THE USE OF 2"X2"
 ALUM ANGLE BRACES, WHY DO THEY STOP
 SHORT OF THE RIGHT END OF THE BUILDING.
 IT APPEARS ONE SET IS MISSING?
  
 8) COMMENT# 14 FROM THE PREVIOUS REVIEW,
 FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) EXTERIOR SWING DOORS
 B) ROOF ASSEMBLIES
 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 APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 9) THE NOTICE OF COMMENCEMENT MUST BE
 RERECORDED, OVER 90 DAYS AND NO WORK
 STATED. FL S S 713.13(2).
 ***************NOTE*****************
 ORGANIZE PLANS INTO TWO COMPLETE SETS
 OF PLANS, SUBMIT ONLY ONE SET OF OLD
 SHEETS SEPERATE OF NEW REVISED PLANS.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2005-11-22 Cont ID  
Sent By jwitmer Date 2005-11-22 Time 15:48 Rev Time 0.99
Received By jwitmer Date 2005-11-22 Time 15:42 Sent To P
Notes
2005-11-22 00:00:00PERMIT: 05051287
 ADD: 1122 P. B. LAKES
 CONT:CSR HEAVY CONSTTRUCTION
 TEL: (954)650-6733
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 2ND REVIEW
 ACTION: DENIED
  
 *****************NOTE*****************
 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.
 ***************************************
  
 1) COMMENT# 5 FROM THE PREVIOUS REVIEW,
 FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 A6-8 PROVIDE ROOF/ WALL DETAILS BUT NO
 INFORMATION AS TO ENGINEERED DRAWINGS
 FROM THE MANUFACTURER FOR SPANS OF BEAMS
 OR COLUMNS OR ROOF PANEL SPANS?
  
 2) COMMENT# 7FROM THE PREVIOUS REVIEW,
 A-4 INDICATE THE USE OF ELASTOMARIC
 STUCCO ? IS THIS EFIS SYSTEMS? PROVIDE
 ADDITIONAL INFORMATION, MIAMI-DADE
 NOA,ETC
  
 3) COMMENT# 8FROM THE PREVIOUS REVIEW,
 A-1 INDICATES SHEAR WALL CONSTRUCTION
 PROVIDE INFORMATION AS TO WHICH WALLS
 ARE THE SHEAR WALLS.
  
 4) COMMENT# 9FROM THE PREVIOUS REVIEW,
 A-2 VARIOUS FOUNDATION DETAILS
 INDICATE THE OVER-ALL HEIGHT OF THE
 FOUNDATION 12" TALL, SEE 1804.1.3 THE
 BOTTOM OF THE FOUNDATION SHALL EXTEND NO
 LESS THAN 12" BELOW FINISH GRADE.
  
 5) COMMENT# 10FROM THE PREVIOUS REVIEW,
 SHEET A-5,FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 PLANS HAVE VARIOUS ABBREVIATIONS?
  
 6) COMMENT# 11 FROM THE PREVIOUS REVIEW,
 SHEET A-7 DETAIL A3 INDICATES THE
 USE OF A DOUBLE BEAM BUT THE PLANS
 INDICATE NO FASTENING BETWEEN BEAMS TO
 CREATE A SINGLE MEMBER? PROVIDE TABLE
 FOR SPANS.
  
 7) COMMENT#13FROM THE PREVIOUS REVIEW,
 FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 SHEET A-10 INDICATES THE USE OF 2"X2"
 ALUM ANGLE BRACES, WHY DO THEY STOP
 SHORT OF THE RIGHT END OF THE BUILDING.
  
 8) COMMENT# 14 FROM THE PREVIOUS REVIEW,
 FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) EXTERIOR SWING DOORS
 B) ROOF ASSEMBLIES
 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 APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2005-06-20 Cont ID  
Sent By jwitmer Date 2005-06-20 Time 09:47 Rev Time 3.33
Received By jwitmer Date 2005-06-20 Time 09:47 Sent To  
Notes
2005-06-20 00:00:00BUILDING PLAN REVIEW
 PERMIT: 05051287
 ADD: 1122 P. B. LAKES
 CONT:CSR HEAVY CONSTTRUCTION
 TEL: (954)650-6733
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) FL. S. S. 481.221,/ 471.025 WHICH
 SHEETS TO BE SIGNED AND SEALED BY ARCH/
 ENG OF RECORD. ALSO SEE 104.2.1* WHICH
 REQUIRES THE PRINTED NAME AND SIGNATURE
 OF THE PERSON RESPONSIBLE FOR PLANS &
 DESIGN.
  
 3) SHEET A-1/ A-2 WRONG BASIC WIND
 VELOCITY:FIGURE 1606 WIND-BORNE DEBRIS
 REGION; INDICATES THAT W.P.B. CITY OF IS
 LOCATED IN THE 140 MPH ZONE. PLANS ARE
 TO BE DISIGNED TO THIS WIND SPEED.
  
 4) SHEET A-1, ROOF DEAD LOAD 2 PSF,
 2002.4DESIGN. STRUCTURAL MEMBERS
 SUPPORTING SCREEN ENCLOSURES SHALL BE
 DESIGNED TO SUPPORT MINIMUM WIND LOADS
 GIVEN IN TABLE 2002.4.WHERE ANY
 VALUE IS LESS THAN 10 PSF (479 PA) USE
 10 PSF.
  
 1606.1.2 MINIMUM WIND LOADS. THE WIND
 LOADS USED IN THE DESIGN OF THE
 MAIN WIND-FORCE-RESISTING SYSTEM SHALL
 NOT BE LESS THAN 10 POUNDS PER
 SQUARE FOOT (0.479 KN/M^2) MULTIPLIED
 BY THE AREA OF THE BUILDING OR
 STRUCTURE PROJECTED ON A VERTICAL
 PLANE NORMAL TO THE WIND DIRECTION.IN
 THE CALCULATION OF DESIGN WIND LOADS
 FOR COMPONENTS AND CLADDING FOR
 BUILDINGS, THE ALGEBRAIC SUM OF THE
 PRESSURES ACTING ON OPPOSITE FACES
 SHALL BE TAKEN INTO ACCOUNT.THE
 DESIGN PRESSURE FOR COMPONENTS AND
 CLADDING OF BUILDINGS SHALL NOT BE
 LESS THAN 10 POUNDS PER SQUARE FOOT
 (0.479 KN/M^2) ACTING IN EITHER
 DIRECTION NORMAL TO THE SURFACE.THE
 DESIGN FORCE FOR OPEN BUILDINGS AND
 OTHER STRUCTURES SHALL NOT BE LESS
 THAN 10 POUNDS PER SQUARE FOOT (0.479
 KN/M^2) MULTIPLIED BY THE AREA
 A_F.
  
 5)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 A6-8 PROVIDE ROOF/ WALL DETAILS BUT NO
 INFORMATION AS TO ENGINEERED DRAWINGS
 FROM THE MANUFACTURER FOR SPANS OF BEAMS
 OR COLUMNS OR ROOF PANEL SPANS?
  
 6) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
  
 7)4 INDICATE THE USE OF ELASTOMARIC
 STUCCO ? IS THIS EFIS SYSTEMS?
  
 8) A-1 INDICATES SHEAR WALL CONSTRUCTION
  
 PROVIDE INFORMATION AS TO WHICH WALLS
 ARE THE SHEAR WALLS.
  
 9) A-2 VARIOUS FOUNDATION DETAILS
 INDICATE THE OVER-ALL HEIGHT OF THE
 FOUNDATION 12" TALL, SEE 1804.1.3 THE
 BOTTOM OF THE FOUNDATION SHALL EXTEND NO
 LESS THAN 12" BELOW FINISH GRADE.
  
 10) SHEET A-5,FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 PLANS HAVE VARIOUS ABBREVIATIONS?
  
 11) SHEET A-7 DETAIL A3 INDICATES THE
 USE OF A DOUBLE BEAM BUT THE PLANS
 INDICATE NO FASTENING BETWEEN BEAMS TO
 CREATE A SINGLE MEMBER? PROVIDE TABLE
 FOR SPANS.
  
 12)SHEETA6INDICATES A DETAIL B7 ON SHEET
 A8, DETAIL IS MISSING.
  
 13)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 SHEET A-10 INDICATES THE USE OF 2"X2"
 ALUM ANGLE BRACES, WHY DO THEY STOP
 SHORT OF THE RIGHT END OF THE BUILDING.
  
 14) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) EXTERIOR SWING DOORS
 B) ROOF ASSEMBLIES
 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 APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 15) 1707.4.3 EACH EXTERIOR DOOR ASSEMBLY
 NOT COVERED BY 1707.4.2 (GLAZED DOORS)
 SHALL BE LISTED AND TEST- ED FOR A
 PERIOD EQUAL TO THE QUANITY 3600/ V
 WHERE THE TIME PERIOD IS IN SECTIONS AND
 V IS IN MILES PER HR TAKEN FROM FIGURE
 1606. THE TIME PERIOD SHALL ALSO INCLUDE
 A 10 SECOND PERIOD AT A LOAD EQUAL TO
 1.5 TIMES THE DESIGN PRESSURE. DADE
 COUNTY & SBCCI REPORTS ARE ACCEPTED.
  
 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.
  
 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2005-11-21 Cont ID  
Sent By dpalmer Date 2005-11-21 Time 14:44 Rev Time 0.25
Received By dpalmer Date 2005-11-21 Time 14:44 Sent To  
Notes
2005-11-21 00:00:002ND SET OF PLANS SUBMITTED,
 REDLINED EQUIPMENT GRNDS
 250.24,250.110,250.
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2005-11-17 Cont ID  
Sent By dpalmer Date 2005-11-17 Time 19:59 Rev Time 0.50
Received By dpalmer Date 2005-11-17 Time 19:59 Sent To  
Notes
2005-11-17 00:00:00******* UNSAT **********
  
 1)NOTE: PLEASE SUBMIT TWO(2) COMPLETE
 SETS OF SIGNED, DATED AND SEALED PLANS.
 PLEASE SEE ONE SET OF CIVIL PLANS ARE
 SEALED PHOTOCOPIES.
 PLEASE SEE FS 471.025, WHICH REQUIRES AN
 "ORIGINAL" SIGNATURE FROM THE ENGINEER.
 PLEASE ALSO SEE ONLY ONE SET OF
 ELECTRICAL PLANS WERE SUBMITTED.
  
 2)NOTE: PLANS REDLINED FOR MISSING
 EQUIPMENT GROUNDING CONDUCTOR FROM MCB
 TO SUB PANEL.
 250.110,25.24,250.122
  
 *** PLEASE KNOW, ALL OF THE ABOVE IS
 REQUIRED WHETHER OR NOT COMMENTS ARE NOT
 MADE BY OTHER REVIEWER(S).
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2005-06-17 Cont ID  
Sent By dpalmer Date 2005-06-17 Time 09:22 Rev Time 1.00
Received By dpalmer Date 2005-06-17 Time 09:22 Sent To  
Notes
2005-06-17 00:00:00************ UNSAT*****************
  
 1)NOTE: PLEASE SEE FS 481.221, 471.025,
 WHICH REQUIRED SHEETS TO BE SIGNED,DATED
 AND SEALED BY THE ARCH/ENG OF RECORD.
 PLEASE ALSO SEE FBC 104.2.1 WHICH
 REQUIRES THE PRINTED NAME AND SIGNATURE
 OF THE PERSON RESPONSIBLE FOR PLANS AND
 DESIGN.
 PLEASE SEE OTHER SHEETS APPEAR TO BE
 "SIGNED" WITH INITIALS. IF THIS INDEED
 THE LEGAL SIGNATURE OF DESIGN
 PROFESSIONAL, PLEASE PROVIDE ASIGNED,
 DATED AND SEALED LTR NOTORIZED UNDER FS
 117 FOR LEGAL SIGNATURE VERIFICATION.
 THIS WILL BE PLACE IN SIGNATURE FILE FOR
 FUTURE REFERENCE.
  
 2)NOTE: PLEASE COMPLETE RISER DIAGRMA
 WITH ALL CONDUCTORS AS REQUIRED UNDER
 215.5,310.16,240.4 ETC.
 SEC'S, FEEDERS ETC.
  
 3)NOTE: PLEASE SUBMIT PANEL SCHEDULES TO
 CORRELATE WITH CIRCUITING ON PLANS.
 PLEASE BE SURE ALL INFORMATION IS SHOWN
 ON PANEL SCHEDULES.
 215.5
  
 4)NOTE: PLEASE SUBMIT LOAD CALCULATIONS
 AS REQUIRED PER 220, 215.5
  
 5)NOTE: PLEASE SHOW ALL LOCATIONS OF
 SERVICE EQUIPMENT.
 215.5
  
 6)NOTE: PLEASE SEE 250.50 FOR MIN
 GROUNDING ELECTRODE SYSTEM CONNECTIONS.
 PLEASE SEE RISER ONLY MENTIONS FOOTER
 STEEL.
 PLEASE SEE FBC 104.2.1, CODE SHALL NOT
 BE REFERENCED IN WHOLE OR IN PART FOR
 TECHNICAL CODES.
  
 7)NOTE: PLEASE SEE PLANS MENTIONS LT
 POLES, IF LT POLESE ARE GOING TO BE
 INSTALLED, PLANS ARE REQUIRED TO SHOW
 POLES, SHOW WIND LOAD PER FBC 140MPH AND
 SUBMIT WIND LOAD CALCS AT THIS TIME FOR
 REVIEW.
  
 PLEASE SEE DUE TO PLANS NOT BEING
 COMPLETE ARE THIS TIME, A COMPLETE
 REVIEW CAN NOT BE DONE.
  
 PLEASE BE SURE TO REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO COMPLETE SETS FOR REVIEW AND
 STAMPING. ONE SET OF OLD SHEETS SHALL BE
 SUBMITTED FOR REFERENCE.
  
 PLEASE BE SURE TO SEE ANY COMMENTS FROM
 OTHER REVIEW(S) WHICH MAY HAVE AN AFFECT
 ON ELECTRICAL PLANS.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
2005-06-15 00:00:00IN ELEC FOR REVIEW.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2005-11-09 Cont ID  
Sent By mamini Date 2005-11-09 Time 11:30 Rev Time 0.50
Received By mamini Date 2005-11-09 Time 11:30 Sent To  
Notes
2005-11-09 00:00:00PASSED WITH PROVISOS:
  
 1. APPROACHES (TURNOUT) ON CARVER MUST
 BE CONSTRUCTED WITH 6" CONCRETE FROM THE
 EDGE OF THE PAVEMENT TO THE PROPERTY
 LINE.
 2. PRIOR TO DO ANY CONNECTIONS TO THE
 CITY SERVICES (WATER & SEWER), MUST
 OBTAIN R.O.W PERMIT FROM ENGINEERING,
 494-1086,WINDEL PALMER AND ALSO SUBMIT
 CIVIL PLANS TO MANNY GONZALEZ AT
 494-1085 FOR THEIR APPROVAL.
 3. NOTE THAT ANY BROKEN SIDEWAK OR CURB
 AND GUTTER ALONGE THE PROPERTY OR IF
 DAMAGE DURING THE CONSTRUCTION MUST BE
 RESTORED TO THE ORIGINAL CONDITION OR
 BETTER.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2005-06-06 Cont ID  
Sent By mamini Date 2005-06-06 Time 13:52 Rev Time 0.50
Received By mamini Date 2005-06-06 Time 13:52 Sent To  
Notes
2005-06-06 00:00:00FAILED:
  
 1. PLEASE NOTE THAT CIVIL PLANS MUST BE
 REVIEWED AND APPROVED FOR ALL THE
 CONNECTIONS TO THE CITY' SERVICES BY THE
 PUBLIC UTILITIES AND ENGINEERING, SUBMIT
 CIVIL PLANS ONLY ATT: MANNY GONZALEZ,
 494-1085.
 2. APPROACHES (TURNOUT) ON CARVER MUST
 BE CONSTRUCTED PER CITY OF WEST PALM
 BEACH' STANDARD, 6" CONCRETE FROM THE
 EDGE OF PAVEMENT TO PROPERTY LINE.
 3. PLEASE CONTACT MR. RODNEY COMPO AT,
 561-822-2272 FOR THE PROPOSED RECLAIM
 WATER SYS., GREASE/WATER SEPARATOR
 REQUIREMENTS.
 4. PLEASE NOTE THAT ANY BROKEN SIDEWAK
 OR CURB & GUTTER ALONG THE PROPERTY OR
 IF DAMAGED DURING THE CONSTRUCTIONMUST
 BE RESTORED TO ORIGINAL CONDITION OR
 BETTER.
 5. PLEASE SUBMIT CALCULATIONS FOR
 PERVIOUS, IMPERVIOUS, BUILDING AND TOTAL
 SITE AREA.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2005-11-14 Cont ID  
Sent By nmccray Date 2005-11-14 Time 16:25 Rev Time 0.00
Received By nmccray Date 2005-11-14 Time 15:57 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2005-06-16 Cont ID  
Sent By mwennerg Date 2005-06-16 Time 10:06 Rev Time 0.00
Received By mwennerg Date 2005-06-16 Time 10:06 Sent To  
Notes
2005-06-16 00:00:00****DENIED****
  
 1) WHERE RAMPS ARE PROVIDED IN
 ACCORDANCE WITH ADA REQUIREMENTS,
 RAILINGS SHALL BE INSTALLED.
  
 2) 2A-10B,C RATED FIRE EXTINGUISHERS ARE
 REQUIRED TO BE MOUNTED IN LOCATIONS NOT
 TO EXCEED 75' TRAVEL DISTANCE.
  
 3) WHERE AN ADDRESS IS REQUIRED, THE
 NUMBERS MUST BE A MINIMUM OF 6" IN
 HEIGHT AND CONTRASTING TO THE
 BACKGROUND.
  
 4) PLEASE SEE OTHER REVIEW COMMENTS IN
 REGARDS TO FS AND FAC REQUIREMENTS, EACH
 SHEET TO BE SIGNED, DATED AND SEALED.
  
  
 MIKE WENNERGREN, A/CAPTAIN
 WPBFR(561) 805-6722 OR 835-2951
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2007-01-31 Cont ID  
Sent By adarroug Date 2007-01-31 Time 13:51 Rev Time 0.00
Received By adarroug Date 2007-01-31 Time 13:51 Sent To B
Notes
2007-01-31 13:51:31TO "JWITMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2005-10-06 Cont ID  
Sent By adarroug Date 2005-10-06 Time 14:41 Rev Time 0.00
Received By adarroug Date 2005-10-06 Time 14:41 Sent To  
Notes
2005-10-18 00:00:00TO "COMM" BD#42
2005-10-06 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2005-06-24 Cont ID  
Sent By pkrauss Date 2005-06-24 Time 16:05 Rev Time 0.00
Received By pkrauss Date 2005-05-20 Time 16:07 Sent To  
Notes
2005-06-06 00:00:00TO COMM BD#2
2005-05-20 00:00:00IN INCOMING AWAITING SPACE ON "COMM" BD
Review Stop M MECHANICAL (A/C)
Rev No 2 Status N Date 2006-01-03 Cont ID  
Sent By pkrauss Date 2006-01-03 Time 13:47 Rev Time 0.00
Received By pkrauss Date 2006-01-03 Time 13:47 Sent To B
Notes
2006-01-03 00:00:00NO MECHANICAL PLANS OR CONTRACTOR
 INDICATED WITH PERMIT APPLICATION.OPEN
 PARKING GARAGE.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2005-06-24 Cont ID  
Sent By pkrauss Date 2005-06-24 Time 15:51 Rev Time 0.30
Received By pkrauss Date 2005-06-24 Time 15:51 Sent To  
Notes
2005-06-24 00:00:00NO MECHANICAL PLANS OR CONTRACTOR WITH
 PERMIT APPLICATION.OPEN CAR WASH.
Review Stop P PLUMBING
Rev No 3 Status P Date 2005-12-17 Cont ID  
Sent By pschmitz Date 2005-12-17 Time 05:45 Rev Time 0.00
Received By pschmitz Date 2005-12-17 Time 05:45 Sent To  
Notes
2005-12-17 00:00:00RONEY COMPO HAS SIGNED OFF.
Review Stop P PLUMBING
Rev No 2 Status F Date 2005-11-18 Cont ID  
Sent By pschmitz Date 2005-11-09 Time 09:18 Rev Time 0.00
Received By pschmitz Date 2005-11-18 Time 08:13 Sent To  
Notes
2005-11-09 00:00:00FAILED ONLY ONE SET OF RESUB PLANS
 SUBMITTED. ONE SET SIGNED. PES
  
 SEE SHT A-1, FOR WPBUD ENVIROMENTAL
 APPROVAL.
Review Stop P PLUMBING
Rev No 1 Status F Date 2005-06-18 Cont ID  
Sent By pschmitz Date 2005-06-18 Time 07:11 Rev Time 0.00
Received By pschmitz Date 2005-06-18 Time 07:10 Sent To M
Notes
2005-06-18 00:00:00PLUMBING PLAN REVIEW:
 FAILED PENDING WASTE WATER REVIEW
 BY RODNEY COMPO
Review Stop Z ZONING
Rev No 4 Status F Date 2007-02-06 Cont ID  
Sent By jroach Date 2007-02-06 Time 21:43 Rev Time 0.00
Received By jroach Date 2007-02-06 Time 21:43 Sent To  
Notes
2007-02-06 21:48:21***FAILED***
  
 1) DETAIL/ELEVATION SHALL SHOW THE LOCATION OF THE
 PROPERTY LINE.NO PORTION OF THE WALL, INCLUDING
 FOOTERS, SHALL EXTEND BEYOND THE PROPERTY LINE.
  
 IMPORTANT: WALL SHALL BE INSTALLED ACCORDING TO THE
 LOCATION SHOWN ON THE PREVIOUSLY-APPROVED SITE PLAN.
 PLAN SHOULD BEAR THE STAMP AND SIGNATURE OF THE
 PLANNING AND ZONING DEPARTMENT.A VINE SHALL ALSO BE
 INSTALLED ON THE OUTSIDE OF THE WALL, AS REQUIRED BY
 THE APPROVED LANDSCAPE PLAN.
  
 QUESTIONS/COMMENTS, PLEASE CONTACT JOHN ROACH, SENIOR
 PLANNER, (561) 822-1435.
Review Stop Z ZONING
Rev No 3 Status P Date 2005-11-02 Cont ID  
Sent By jroach Date 2005-11-02 Time 14:24 Rev Time 0.00
Received By jroach Date 2005-11-02 Time 14:24 Sent To  
Notes
2005-11-02 00:00:0011/2/05 ***PASSED***
  
 1) SIGNAGE SHALL BE SUBMITTED UNDER A
 SEPARATE PERMIT.
  
 2) A PHOTOMETRIC PLAN SHALL BE SUBMITTED
 AND APPROVED.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH,
 PLANNER AT (561) 822-1435.
Review Stop Z ZONING
Rev No 2 Status F Date 2005-06-14 Cont ID  
Sent By mmclean Date 2005-06-14 Time 11:19 Rev Time 0.00
Received By mmclean Date 2005-06-14 Time 11:18 Sent To  
Notes
2005-06-14 00:00:006/14/05 ***FAILED*** JROACH
  
 1) AS REQUIRED BY ZBA CASE NO. 3122
 FINAL ORDER, HOURS OF OPERATION WILL
 BE
 LIMITED FROM 6:00AM TO 10:00PM.
 PLEASE
 INDICATE ON THE SITE PLAN BY WHAT
 MEANS
 THIS WILL OCCUR.A RESTRICTION WILL
 ALSO BE PLACED ON THE OCCUPATIONAL
 LICENSE.
  
 2) A PHOTOMETRIC PLAN SHALL BE
 PROVIDED.
 EXTERIOR LIGHTING SHALL NOT EXCEED 0.5
 FOOTCANDLES AT THE PROPERTY LINE, AS
 REQUIRED BY ARTICLE X, SECTION 94-308
 OF
 THE CITY OF WEST PALM BEACH ZONING AND
 LAND DEVELOPMENT REGULATIONS.
  
 3) THE SUBMITTED LANDSCAPE PLAN DOES
 NOT
 MATCH THE SITE PLAN.ADJUST
 ACCORDINGLY.
  
 4) AS REQUIRED BY ZBA CASE NO. 3122
 FINAL ORDER, A VINE SHALL BE PROVIDED
 ALONG THE BUFFER WALL ALONG THE SIDES
 FACING RESIDENTIAL PROPERTIES.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH,
 PLANNER (561) 822-1435.
Review Stop Z ZONING
Rev No 1 Status F Date 2005-06-14 Cont ID  
Sent By jroach Date 2005-06-14 Time 10:07 Rev Time 0.00
Received By jroach Date 2005-06-14 Time 10:07 Sent To  
Notes
2005-06-14 00:00:005/14/05 ***FAILED***
  
 1) AS REQUIRED BY ZBA CASE NO. 3122
 FINAL ORDER, HOURS OF OPERATION WILL BE
 LIMITED FROM 6:00AM TO 10:00PM.PLEASE
 INDICATE ON THE SITE PLAN BY WHAT MEANS
 THIS WILL OCCUR.A RESTRICTION WILL
 ALSO BE PLACED ON THE OCCUPATIONAL
 LICENSE.
  
 2) A PHOTOMETRIC PLAN SHALL BE PROVIDED.
 EXTERIOR LIGHTING SHALL NOT EXCEED 0.5
 FOOTCANDLES AT THE PROPERTY LINE, AS
 REQUIRED BY ARTICLE X, SECTION 94-308 OF
 THE CITY OF WEST PALM BEACH ZONING AND
 LAND DEVELOPMENT REGULATIONS.
  
 3) THE SUBMITTED LANDSCAPE PLAN DOES NOT
 MATCH THE SITE PLAN.ADJUST
 ACCORDINGLY.
  
 4) AS REQUIRED BY ZBA CASE NO. 3122
 FINAL ORDER, A VINE SHALL BE PROVIDED
 ALONG THE BUFFER WALL ALONG THE SIDES
 FACING RESIDENTIAL PROPERTIES.
  
 5) UNITY OF TITLE SHALL BE RECORDED IN
 THE PUBLIC RECORD OF PALM BEACH COUNTY
 JOINING THE THREE (3) PARCELS.PLEASE
 PROVIDE A COPY OF THE RECORDED DOCUMENT.
  
 QUESTIONS/COMMENTS, PLEASE CONTACT JOHN
 ROACH, PLANNER (561) 822-1435


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved