Plan Review Details - Permit 01020102
Plan Review Stops For Permit 01020102
Review Stop B BUILDING (STRUCTURAL)
Rev No 11 Status P Date 2002-09-04 Cont ID  
Sent By jwitmer Date 2002-09-04 Time 13:53 Rev Time 1.00
Received By jwitmer Date 2002-09-04 Time 13:52 Sent To  
Notes
2002-09-04 00:00:00SUBMITTAL: BAR JOIST REPAIR, SUBSTITU-
 TION BOLTS TO WELD & FIELD MODIFICATION
 CONNECTION @ EMBED BEARING
Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status F Date 2002-08-07 Cont ID  
Sent By jwitmer Date 2002-08-07 Time 17:02 Rev Time 0.25
Received By jwitmer Date 2002-08-07 Time 17:02 Sent To  
Notes
2002-08-07 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 01020102
 ADD: 1801 OKEECHOBEE ROAD
 CONT: CATALFUMO
 TEL: (561)233-7960
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 FL BLDG CODE COUNTY AMENDMENTS 104.1.1:
 SIGNS SHALL REQUIRE SEPERATE PERMITS.
 A PERMIT SHALL BE REQUIRED FOR EVERY
 ELEVATION OF THE BUILDING, A SEPERATE
 SIGN PERMIT FOR MONUMENT SIGNS SEE
 CITY ORDINANCE FOR ADDRESS RANGE TO BE
 ON ALL MONUMENT SIGNS!!!
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING THE SHEET OR SPECIFICATION PAGE
 WHERE THE CHANGES CAN BE FOUND, WILL
 HELP TO EXPEDITE YOUR PERMIT. THANK YOU
 FOR YOUR ANTICIPATED COOPERATION.
 JIM WITMER
 PLAN REVIEW
 TEL: (561)659-8096 EX.8412
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status P Date 2002-06-11 Cont ID  
Sent By jwitmer Date 2002-06-11 Time 17:19 Rev Time 0.33
Received By jwitmer Date   Time   Sent To  
Notes
2002-06-11 00:00:00PRODUCT TESTING REPORTS
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2002-04-30 Cont ID  
Sent By jwitmer Date 2002-04-30 Time 14:34 Rev Time 0.50
Received By jwitmer Date   Time   Sent To  
Notes
2002-04-30 00:00:00REVISION: STEEL WWLD PLATE
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2002-02-08 Cont ID  
Sent By jwitmer Date 2002-02-08 Time 11:30 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2002-02-08 00:00:00SHOP DRAWINGS STRUCTURAL STEEL BLDG #1
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2001-11-26 Cont ID  
Sent By jwitmer Date 2001-11-26 Time 17:59 Rev Time 1.00
Received By jwitmer Date   Time   Sent To  
Notes
2001-11-26 00:00:00REVISION DATED 10/30/01 OF'EDJW
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2001-09-18 Cont ID  
Sent By jwitmer Date 2001-09-18 Time 15:05 Rev Time 5.00
Received By hpiskura Date 2001-09-18 Time 15:05 Sent To  
Notes
2001-09-18 00:00:00BUILDING PLAN REVIEW
 PERMIT # 01020102
 1801 OKEECHOBEE RD / 1705
 TYPE IV / PROTECTED
 FULLY SPRINKLERED
 OCCUPANCY: STORAGE
  
 FL. STATE STATUTE 553. CHAPTER 468
 PART XII, CHAPTER 7 OF THE CITY CODE
 REQUIRE A RESIDENT INSPECTOR ON THE JOB
 SITE. TO DATE THE INTERVIEW BETWEEN THE
 RESIDENT JOB SITE INSPECTOR AND THE
 ASSISTANT BUILDING OFFICIAL.
  
 MISSING ARE (2) COPIES OF A SURVEY. CITY
 HAS (1) SEAL SURVEY.
  
 PLANS ARE TO GO TO THE COUNTY FOR
 COUNTY IMPACT FEES.PLANS WILL BE STAMPED
 AND A COPY OF RECEIPT TO BE ATTACHED TO
 THE APPLICATION.
  
 CONTRACTOR TO PAY STATE RADON FEES &
 COPING FEES OF $1,058.22.
  
  
 WE WILL BE ABLE TO ISSUE THE BUILDING
 AND SUBPERMITS ONCE THIS LIST HAS BEEN
 COMPLETED!!!!!
  
 JIM WITMER
 PLAN REVIEW
 (561) 659-8096 X 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2001-08-30 Cont ID  
Sent By jwitmer Date 2001-08-30 Time 06:45 Rev Time 3.50
Received By jwitmer Date 2001-08-30 Time 06:45 Sent To  
Notes
2001-08-30 00:00:00BUILDING PLAN REVIEW
 PERMIT # 01020102
 1801 OKEECHOBEE ROAD / 1701 BLDG# 1
 TYPE IV / PROTECTED
 FULLY SPRINKLERED
 OCCUPANCY: STORAGE
 OWNER: PREMIER AIRPORT CENTER, LLP
  
 1)- FL. STATE STATUTE 553 / CHAPTER 468
 PART XII CHAPTER 7 OF THE CITY CODE &
 THE SBC REQUIRE A RESIDENT INSPECTOR ON
 THE SITE. TO DATE NO COMPANY AND INDIVID
 UAL HAS MET WITH THE ASSISTANT BUILDING
 OFFICIAL DON NEELY TO REGISTER IN THE
 PROGRAM. THE INSPECTOR IS REQUIRED TO
 SHOW STATE LICENSURE.
  
 2)_ ROOF DECK : THE JOB SITE IS LOCATED
 IN A FIRE DISTRICT, SHOW MANUFACTURES
 SPECIFICATION FOR A CLASS A OR B ROOFING
 SYSTEM.
  
 3)- ROOF DECK (SYSTEM) SBC 1503.3.2 ROOF
 ING SYSTEMS ARE TO BE TESTED FOR THE WIN
 D ZONE THAT THE BUILDING IS LOCATED IN.
 110MPH WIND ZONE, SHOW COMPLIANCE EITHER
 SBCCI REPORT OR DADE COUNTY, IF NOT
 PROVIDED AT TIME OF PERMIT THE ROOFING
 PERMIT WILL BE STRUCK & THE CONTRACTOR
 WILL HAVE TO COME IN UNDER SEPERATE PER-
 MIT WITH REPORT & PAY ADDITIONAL PERMIT
 FEES.
  
 4)- SBC 104.2.2 ADDITIONAL INFORMATION
 REQUIRED. A CURRENT SURVEY WILL BE RE-
 QUIRED.
 THE SITE IS LOCATED IN A (A-9)
 FLOOD ZONE. THE MINIMUM ELEVATION HEIGTH
 IS 13'-6" FOR THE FINISH SLAB. A ELEVATI
 ON CERTIFICATE WILL BE REQUIRED BEFORE
 THE C. O. WILL BE ISSUED.
  
 5)- SBC COMPONENTS & CLADDING THE PLANS
 DEPICT THAT THERE WILL BE NO SUB-BUCK
 FOR WINDOWS & DOORS. THERE SEEMS TO BE
 NO DETAIL FOR THE OVERHEAD DOOR.
  
 6)- SBC 1606.4.1/ 1707.4.1 AMENDMENTS
 ALL GLAZED OPENINGS REQUIRE PRODUCT TEST
 ING REPORTS!!!!!!!!!!! TESTING REPORTS
 REGAURDLESS OF SHUTTERS IS REQUIRED FOR
 WIND SBC 1707.4.1 10 SECOND TEST EQUAL
 TO 1.5 TIMES THE DESIGN LOAD. THIS IS
 FOR GLASS DOORS, WINDOWS & SKYLIGHTS!!!!
  
 7)- SBC 1606.4.1 /1707.4.1 ALL GLAZED OP
 ENINGS WILL REQUIRE PRODUCT TESTING FOR
 LARGE MISSLE IMPACT TESTING. GLAZED OPEN
 INGS THAT HAVEN'T BEEN TESTE FOR THIS
 WILL REQUIRE STORM SHUTTER PROTECTION.
 THE CITYS' OFFICIAL INTERPRETATION
 FOR MISSLE IMPACT PROTECTION HAS A SEC-
 TION (#14) REGAURDING STORM SHUTTERS FOR
 LARGE PROJECTS. THE BUILDING OFFICIAL
 HAS REVIEWED YOUR PROPOSAL & FOUND THAT
 IT DOES NOT MEET THE CRITERIA OUTLINED I
 N SECTION #14 FOR LARGE PROJECTS.
 THERE ARE MULTIPLE SKYLIGHTS THAT
 WILL ALSO REQUIRE PRODUCT TESTINGREPORTS
 FOR LARGE MISSLE RESISTANCE.
  
 8)- THE REFRENCE TO TYPE 1 PLYWOOD USED
 FOR THE EXTERIOR CEILING ASSEMBLY WAS CO
 RRECTED ON PAGE A-12, THE SAME ASSEMBLY
 SHOWS UP ON A-14 DETAILS 12 & 13.
  
 9)- THE PAGES THAT ARE VOID NEED TO BE D
 ELETED FROM THE PLANS AND THE NEW PAGES
 INSERTED BACK INTO THE DOCUMENT. THE
 VOIDED PAGES ARE TO BE FOLDED PLACED ON
 TOP OF THE PLANS (1 COPY).
  
 10)-COUNTY IMPACT FEES ARE TO BE PAID BE
 FORE THE ISSUANCE OF THE PERMIT.
  
 11)_ ONE OF THE THREE SETS OF PLANS IS
 MISSING THE STRUCTURAL DRAWINGS. THIS
 SET OF PLANS IS WRAPPED AND NOTED.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 X 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2001-07-31 Cont ID  
Sent By jwitmer Date 2001-07-31 Time 11:23 Rev Time 2.50
Received By jwitmer Date   Time   Sent To  
Notes
2001-07-31 00:00:00BUILDING PLAN REVIEW
 1801 OKEECHOBEE ROAD / 1705 BLDG#1
 PERMIT # 01020102
 TYPE IV/ PROTECTED
 FULLY SPRINKLERED
 OCCUPANCY: STORAGE
 OWNER: PREMIER AIRPORT CENTER, LLP
  
 NOTE: THIS IS A SHELL PERNIT ONLY, THE O
 ONLY USE OF THIS BUILDING WILL BE
 "STORAGE", AS PER IMPACT FEES STAMP THAT
 WILL BE ASSED. UNDER THE CITYS' PROPERTY
 FILE THIS PROPERTY WILL HAVE RESTRICTION
 S APPLIED FOR UNDER BUSINESS LICENSES
 FOR STORAGE ONLY. BUSINESSES THAT DO NOT
 REGISTER WILL PAY PENALTIES FOR NO
 OCCUPATIONAL LICENSE PLUS BE ASSESED FOR
 ADDITIONAL IMPACT FEES ( FOR OCCUPANCIES
 OTHER THAN STORAGE). CITY ADMINISTRATIVE
 CODE 104.1 A CHANGE IN OCCUPANCIES
 REQUIRES A BUILDING PERMIT, FAILURE TO
 SECURE A PERMIT, 4X FEE WILL BE ASSESED.
  
 1)- FL STATE STATUTE 553/ CHAPTER 468
 PART XII CHAPTER 7 OF THE CITY CODE &
 THE SBC REQUIRE A RESIDENT INSPECTOR ON
 SITE AND REGISTERED WITH THE ASSISTANT
 BUILDING OFFICIAL, DON NEELY.
  
 2)- SBC 903.1 REQUIRES FIRE SPRINKLER
 PLANS FROM THE ENGINEER,SIGNED SEALED
 AND DATED, 3 SETS OF PLANS WILL BE
 REQUIRED.
  
 3)- ROOF DECK : PROVISO THE INFORMATION
 FOR CLASS A OR B FOR FIRE DISTRICT &
 PRODUCT APPROVAL FOR HIGH WIND DISTRICT.
 PROVIDE 2 COPIES, THANK YOU.
  
 4)- A SURVEY WILL BE REQUIRED,AND ELEVAT
 ION CERTIFICATE AFTER THE SLAB IS
 POURED.THIS BUILDING IS IN A A-9 FLOOD-
 ZONE.THE MINIMUM ELEVATION IS 13'-6"
 THIS IS 6" ABOVE THE BASE FLOOD BY CITY
 CODE.
  
 6)- SBC 1804.2 SOILS TEST REPORT WITH
 THE MINIMUM BEARING VALUE.
  
 7)- SBC 1606.2.6.2 COMPONENTS & CLADDING
 BUCK ATTACHMENT FOR WINDOWS, DOORS AND
 OVERHEAD DOORS.
  
 8)- SBC 1606.4.1 AMEND. 1707.4.1 AMEND.
 ALL GLAZED OPENINGS WILL REQUIRE PRODUCT
 TESTING REPORTS. TEMPERED GLASS STORE-
 FRONT SYSTEMS WILL REQUIRE PRODUCT TEST-
 ING, THE STORM SHUTTER SYSTEM WILL RE-
 QUIRE APPROVAL FROM THE BUILDING OFFI-
 CIALAS IN CASES OF LARGE PROJECTS, SEE
 CITYPOLICY FOR GLAZED OPENINGS # 14,
 SEE ATTACHED POLICY. THIS WILL BE
 REQUIRED BEFORE A PERMIT WILL BE ISSUED
 THE PRODUCT APPROVALS FOR WINDOWS & DOOR
 CAN BE A "PROVISO", GLAZED OPENINGS WILL
 REQUIRE A SEPERATE PERMIT & FEES IF
 PRODUCT APPROVALS ARE SUBMITTED AFTER
 THE ISSUEANCE OF THE BUILDING PERMIT.
  
 9)- STRUCTURAL STEEL SHOP DRAWING ARE
 TO BE REVIEWED BY THE ENGINEER OF RECORD
 BEFORE THE SUBMITTAL TO THE BUILDING
 DEPARTMENT.
  
 10)- SSHEET A-12 DETAIL #5 INDICATES A
 5/8" TYPE I PLYWOOD AS PART OF THE
 EXTERIOR CEILING ASSEMBLY, TYPE IV BUILD
 ING IN A FIRE DISTRICT, NO PLYWOOD ALLOW
 ED.
  
 11)- COUNTY IMPACT FEES PAID BEFORE THE
 ISSUANCE OF A PERMIT.
  
 BUILING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 X 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2001-06-13 Cont ID  
Sent By jwitmer Date 2001-06-13 Time 12:51 Rev Time 2.00
Received By jwitmer Date   Time   Sent To  
Notes
2001-06-13 00:00:00PLAN REVIEW# 01020102
 1801 OLD OKEECHOBEE / 1705 BLDG #1
 TYPE OF CON:TYPE IV / PROTECTED
 FULLY SPRINKLERED
 OCCUPANCY: STORAGE
 OWN: PREMIER AIRPORT CENTER, LLP
  
 NOTE: THIS IS A SHELL PERMIT ONLY,THE
 ONLY USE OF THIS BUILDING WILL BE
 "STORAGE", AS PER IMPACT FEES THAT
 WILL BE ASSED. UNDER THE CITYS'
 PROPERTY FILE THIS PROPERTY WILL
 HAVE RESTRICTIONS APPLIED FOR
 BUSINESS LICENSES FOR STORAGE ONLY.
 BUSINESSES THAT DO NOT REGISTER
 WILL PAY PENALTIES FOR NO OCCUPA-
 TIONAL LICENSE PLUS BE ASSESED
 FOR ADDITIONAL IMPACT FEES. CITY
 ADMINISTRATIVE CODE 104.1 A CHANGE
 OF OCCUPANCY WILL REQUIRE A BUILD-
 ING PERMIT, 4X FEE IS ASSOCIATED
 WHEN NO PERMIT IS PULLED.
  
 1)- FL STATE STATUTE 553/ CHAPTER 468,
 PART XII, CHAPTER 7 OF THE CITY CODE &
 THE SBC REQUIRE A RESIDENT INSPECTOR ON
 SITE AND REGISTERED WITH THE ASSISTANT
 BUILDING OFFICIAL.
  
 2)- SBC 903.1 REQUIRE FIRE SPRINKLER
 PLANS FROM THE ENGINEER SIGNED,SEALED &
 DATED, 3 SETS OF PLANS WILL BE REQUIRED
 BEFORE A BUILDING PERMIT CAN BE ISSUED.
  
 3)- SBC TABLE 600, SQ. FOOTAGE OF THE
 BUILDING REQUIRES THE BUILDING TO BE
 1 HR. PROTECTED.
  
 4)- FIRE ZONE SBC 102.2.4 ROOF COVERING
 IN THE FIRE DISTRICT SHALL CONFORM TO
 THE REQUIREMENTS OF A CLASS "A OR B"
 ROOF.
  
 5)- SURVEY REQUIRED, SBC 104.2.2.
  
 6)- SBC 1804.2 SOIL TEST REPORT WITH THE
 MINIMUM BEARING VALUE.
  
 7)- SBC 1606.2.6.2 COMPONENTS & CLADDING
 BUCK ATTACHMENT FOR ALL WINDOWS, DOORS,
 INCLUDING OVERHEAD.
  
 8)- SBC 1606.4.1 AMEND/ 1707.4.1 AMEND.
 ALL GLAZED OPENINGS WINDOWS, DOORS, AND
 SKYLIGHTS WILL REQUIRE PRODUCT APPROVAL
 FOR LARGE MISSLE RESISTANCE TESTING. IF
 THE PRODUCT HASN'T RECEIVED THIS TESTING
 STORM SHUTTERS WILL BE REQUIRED WITH
 PRODUCT TESTING. SEE WEST PALM BEACH
 STORM SHUTTER POLICY FOR LARGE STRUCTURE
  
 9)- ROOFING SBC 1503.1.3- INSULATION
 FASTENING SCHEDULE, WILL REQUIRE WIND
 LOADS WIND RESISTANCE TESTING.
  
 10)- SRUCTURAL STEEL SHOP DRAWINGS ARE
 TO BE REVIEWED BY THE ENGINEER OF RECORD
 BEFORE SUBMITTAL OF THE BUILDING DEPART-
 MENT.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS OR ATTACHED
 SEPERATELY. WHEN RE-SUBITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION
 AND REMOVE AND 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 TO YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JIM WITMER
 PLAN REVIEW
 (561) 659-8096 EX 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-02-12 Cont ID  
Sent By jwitmer Date 2001-02-12 Time 14:34 Rev Time 10.00
Received By jwitmer Date   Time   Sent To  
Notes
2001-02-12 00:00:00PERMIT # 01020102
 1805 OLD OKEECHOBEE RD. (1701)
 OCCUPANCY: WAREHOUSE
 OWN: PREMIER AIRPORT CENTER, LLP
  
 1)- THE BUILDING CODE ANALYSIS" BUILDING
 AREA STATISTICS" IS FROM THE S.F.B.C.,
 THE CITY OF W.P.B. USES THE S.B.C., 1997
 EDITION. TO DO A PLAN REVIEW UNDER THE
 STANDARD BUILDING CODE ER ARE USING THE
 FOLLOWING CRITERIA:
 OCCUPANCY: STORAGE
 TYPE OF CONS: TYPE IV
 PROTECTED: 1 HOUR
 FULLY SPRINKLERED
 ALLOW AREA : 72,000 SQ. FT.
 ACTUAL AREA : 104322 SQ. FT.
  
 TABLE 500 ALLOW AREA 72,000 SQ. FT.
 SBC 503.3 AREA INCREASE
 P= 1620 F= 1460
 F/P= .90I=90% X 24,000= 21,600
 ALLOW AREA = 72,000
 TOTAL = 93,600
 ***SOLUTION***
 DIVIED THE BUILDING WITH A 4HR FIRE WALL
 MAKING (2) BUILDINGS, EACH WILL CLEARLY
 BE UNDER THE ALLOWABLE AREA.
 2)- FL STATE STATUTE 553/ CHAPTER 468,
 PARTXII, CHAPTER 7 OF THE CITY CODE &
 THE STANDARD BUILDING CODE REQUIRE A
 RESIDENT INSPECTOR ON SITE AND REGISTER-
 ED WITH ASSISTANT BUILDING OFFICIAL DON
 NEELY.
 3)- SBC104.2.2- ADDTIONAL INFORMATION RE
 QUIRED, THIS OCCUPANCY BEING STORAGE BY
 DEFINITION WILL REQUIRE ADD. INFO. FOR
 SUBCLASSIFICATIONS, SBC 312.2
 S-1 MODERATE HAZARD STORAGE
 S-2 LOW HAZARD STORAGE
 4)- FIRE SPRINKLER PLANS TO BE ENGINEER-
 ED, SIGNED SEALED & DATED. 2 SETS REQUIR
 ED BEFOFRE THE ISSUANCE OF THE PERMIT.
 SBC 903.1.
 5)- TABLE 600, INTERIOR COLUMNS & STEEL
 SUPPORTING THE ROOF REQUIRE 1 HR.
 PROTECTION, DETAILS.
 6)- FIRE ZONE SBC 102.2.4, ROOF COVERING
 IN THEFIRE DISTRICT SHALL CONFORM TO
 THE REQUIREMENTS OF A CLASS A OR B ROOF
 COVERINGS AS DEFINED IN 1503.2.
 7)- SBC 704.2.2.2, THE USAGE OF THIS
 BUILDING, IS IT A SINGLE OR MULTIPLE
 TENANTS & OCCUPANCIES?
 8)- SBC 411.1 HIGH PILED COMBUSTIBLE
 STORAGE & HIGH RACK STORAGE SYSTEMS?
 9)- SBC 104.2.2 ADDITIONAL INFORMATION:
 IS THIS A SHELL PERMIT ONLY, THEREIS NO
 RESTROOMS?
 10)- SURVEY REQUIRED, SBC 104.2.2.
 11)- SBC 1804.2 SOILS TEST REPORT WITH
 THE MINIMUM BEARING VALUE.
 12)- SBC 1606.2.6.2- COMPONENTS & CLADD-
 ING.BUCK ATTACHMENT FOR ALL WINDOWS,
 DOORS,OVERHEAD DOORS & SKYLIGHTS.
 13)- SBC 1606.4.1 AMEND. / 1707.4.1
 AMEND. ALL GLAZED OPENINGS WINDOWS,DOORS
 & SKYLIGHTS REQUIRE PRODUCT APPROVAL FOR
 LARGE MISSLE RESISTANCE. IF THIS TEST
 WASN'T PERFORMED THEN STORM SHUTTERS
 WITH EITHER DADE COUNTY OR SBCCI TESTING
 REPORTS ARE ACCEPTED.
 14)- ROOFING SBC 1503.1.3- INSULATION/
 FASTENING SCHEDULE, WILL REQUIRE WIND-
 LOADS/ WIND RESISTANCE TESTING.
 15)- STRUCTURAL STEEL SHOP DRAWINGS ARE
 TO BE REVIEWED BY THE ENGINEER AND
 APPROVED BY THE ENGINEER OF RECORD BEFOR
 SUBMITTAL TO THE BUILDING DEPARTMENT.
 16)- SBC F102.2.6 EXTERIOR WALLS LOCATED
 WITHIN 30' OF PROPERTY LINE SHALL HAVE A
 FIRE RESISTANCE OF 2 HRS. A ASSUMED
 PROPERTY LINE WILL NEED TO BE ASSIGNED
 BETWEEN BUILDINGS.
 17)- SBC TABLE 600 EXTERIOR BEARING
 WALLS BETWEEN BUILDINGS WILL REQUIRE A
 ASSIGNED PROPERTY LINE BETWEEN BUILDINGS
 40% OPENINGS ALLOWED, SEE "KNOCK OUT
 PANELS" NOTE.
 SBC F102.2.8 FABRIC CANOPIES TO COMPLY
 WITH FLAME RESISTANT MATERIALS IN ACCORD
 ANCE WITH SBC 3103.1.
 SHEET A-12 DETAIL 7/15, THIS DETAIL IS
 DESIGNATED FOR 3 DIFFERENT DETAILS, WHEN
 IT CAN BE USED FOR ONLY ONE APPLICATION
 WHICH IS ACTUALLY A ROOF EXSPANSION
 JOINT!!!
  
 BUILDING STRUCTURAL REVIEW
 JIM WITMER
 (561) 659-8096 EX. 8412
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2002-04-05 Cont ID  
Sent By btrobaug Date 2002-04-05 Time 08:31 Rev Time 0.00
Received By btrobaug Date 2002-04-05 Time 07:59 Sent To FIRE
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2001-07-31 Cont ID  
Sent By dpalmer Date 2001-07-31 Time 16:24 Rev Time 0.00
Received By dpalmer Date   Time   Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2001-06-12 Cont ID  
Sent By dpalmer Date 2001-06-12 Time 23:39 Rev Time 0.00
Received By dpalmer Date 2001-06-12 Time 23:39 Sent To  
Notes
2001-06-13 00:00:00**************** UNSAT **************
  
 1)NOTE: PLEASE NOTE THAT COMMENT FROM
 FIRST REVIEW WAS NOT ADDRESSED.
  
 PLEASE PLACE NOTE ON ELECTRICAL ROOM
 LAYOUT DIAGRAM ON E0.1.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2001-02-26 Cont ID  
Sent By dpalmer Date 2001-02-26 Time 08:04 Rev Time 0.00
Received By dpalmer Date 2001-02-26 Time 08:04 Sent To  
Notes
2001-02-26 00:00:00******************* UNSAT **************
  
 1)NOTE: PLEASE PROVIDE NOTE AND
 CLARIFICATION ON PLAN FOR THE REQ`MENTS
 OF 110-26.
 FUTURE FIBER OPTIC RACK BEING SHOWN IN
 THE CLEARENCE AREA FOR ELECTRCIAL
 EQUIPMENT.
 PLEASE PROVIDE NOTE ONPLAN.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANYQUESTIONS
 PLEASE CALL.
  
 DEWEYPALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2002-03-11 Cont ID  
Sent By mamini Date 2002-03-11 Time 09:08 Rev Time 1.00
Received By mamini Date 2002-03-11 Time 09:08 Sent To  
Notes
2002-03-11 00:00:00PASSED:
 1. REVISION TO RELOCATE THE FIRE HYDRANT
 AS SUBMITTED APPROVED.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2001-07-06 Cont ID  
Sent By mamini Date 2001-07-06 Time 08:52 Rev Time 5.00
Received By mamini Date 2001-07-06 Time 08:45 Sent To  
Notes
2001-07-06 00:00:00PASSED:
 1. RESPONSES TO THE PREVIOUS REVIEW
 COMMENTS DATED 6-5-01 SATISFACTORY.
 PLANS HAVE BEEN REVISED PER REVIEW
 COMMENTS.
  
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2001-06-05 Cont ID  
Sent By mamini Date 2001-06-05 Time 11:32 Rev Time 4.00
Received By mamini Date 2001-06-05 Time 10:33 Sent To  
Notes
2001-06-05 00:00:00FAILED:
 1. PLEASE PROVIDE POLLUTION PREVENTION
 PLAN. POLLUTION PREVENTION PLAN MUST BE
 INSTALLED IN THE FIELD PRIOR TO ANY
 EARTH WORKS.
 2. PLEASE PROVIDE STORM WATER
 CALCULATION FOR OUR REVIEW IF YOU HAVE
 NOT SUBMITTED TO JOSE DEL RIO, STORM
 WATER ENGINEER AT 1000 45TH STREET WPB,
 FL 33407.SEE ATTACHED
 3. PLEASE PROVIDE PERVIOUS & IMPERVIOUS
 CALCULATIONFOR THE SITE, SIGNED AND
 SEALED BY THE DESIGN ENGINEER.THE
 TOTAL AMOUNT MUST BE EQUAL TO 100% OF
 TOTAL SITE ACRES OR S.F.
 4. PROVIDE H.C RAMPS FOR 5' WALK AT ALL
 ENTRANCES ALONG OLD OKEECHOBEE ROAD.
 CROSS WALKS SHOULD BE WHERE PEDESTRIANS
 CROSS.
 5. A SEPARATE PERMIT THROUGH CITY
 ENGINEERS OFFICE FOR ALL THE WORKS
 WITHIN PUBLIC R.O.W IS REQUIRED.
 6. A SEPARATE PERMIT THROUGH PUBLIC
 UTYLITIES ENGINEERING SERVICES
 DEPARTMENT FOR ALL THE CROSS CONNECTIONS
 IS REQUIRED.
 7. DUMPSTER ENCLOSURES MUST HAVE A MIN.
 OF 12'-6" OPENING BETWEEN THE GATE POSTS
 PER CITY STANDARD.
 IF ANY QUESTION PLEASE CONTACT 561-659-
 8096 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2001-02-28 Cont ID  
Sent By mamini Date 2001-02-28 Time 14:22 Rev Time 1.00
Received By mamini Date 2001-02-28 Time 14:09 Sent To  
Notes
2001-02-28 00:00:00FAILED:
 1. NOT ADEQUATE INFORMATION PROVIDED FOR
 ENGINEERING REVIEW.PLEASE RESUBMIT
 WHEN CIVIL DRAWINGS ARE DEVELOPED.
 IF ANY QUESTION CONTACT 569 8096
 EXT. 8492
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2001-11-14 Cont ID  
Sent By btrobaug Date 2002-04-05 Time 08:32 Rev Time 0.00
Received By mcarsill Date 2001-11-14 Time 16:37 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2001-07-05 Cont ID  
Sent By mcarsill Date 2001-07-05 Time 11:30 Rev Time 0.00
Received By mcarsill Date 2001-07-05 Time 11:29 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2001-06-06 Cont ID  
Sent By mcarsill Date 2001-06-06 Time 08:29 Rev Time 0.00
Received By mcarsill Date 2001-06-06 Time 08:29 Sent To  
Notes
2001-06-06 00:00:001) PREVIOUS PLAN REVIEW COMMENTS NOT
 ADDRESSED.
 2) NO FIRE SPRINKLER DRAWINGS OR
 HYDRAULIC CALCULATIONS PROVIDED WITH
 PLANS.
 3) FIRE ALARM NOTES SECTION INDICATES
 CLASS B, STYLE C FIRE ALARM CIRCUITS.
 ONLY CLASS A, STYLE D CIRCUITS OR
 FULLY ADDRESSABLE FIRE ALARM SYSTEM WILL
 BE ALLOWED.
  
 CAPTAIN MIKE CARSILLO
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2001-02-06 Cont ID  
Sent By mcarsill Date 2001-02-06 Time 13:51 Rev Time 0.00
Received By mcarsill Date 2001-02-06 Time 13:51 Sent To  
Notes
2001-02-06 00:00:001) WHAT PRODUCTS WILL BE STORED IN THE
 WAREHOUSE. WILL IT BE LIGHT HAZARD,
 ORDINARY OR HIGH HAZARD. ARE ANY RACKS
 PLANNED TO BE USED.
 2) PLEASE INDICATE ALL EXISTING FIRE
 HYDRANTS, EXISTING FIRE MAINS, NEW FIRE
 HYDRANTS AND NEW WATER MAINS.
 3) A FIRE LANE MAY BE REQUIRED FOR
 BUILDING 1 BECAUSE OF ITS HEIGHT AND
 SETBACK FROM THE ROAD.
 4) A KNOX-BOX WILL BE REQUIRED.
 5) BUILDING ADDRESS NOT SHOWN ON
 ELEVATION DRAWINGS. BUILDING ADDRESS TO
 COMPLY WITH CITY CODE REQUIREMENTS.
 6) PLEASE PROVIDE COMPLETE FIRE ALARM
 SYSTEM SHOP DRAWINGS AND A PERMIT PRIOR
 TO INSTALLATION. CUT SHEETS, WIRING
 DIAGRAM AND BATTERY CALCULATIONS WILL
 BE REQUIRED. THE FIRE SPRINKLER AND
 FIRE ALARM SYSTEM ARE TO BE SUPERVISED
 BY A LICENSED UL LISTED CENTRAL STATION
 APPROVED BY THE FIRE RESCUE DEPARTMENT.
 THE FIRE ALARM SYSTEM TO BE CLASS A OR
 FULLY ADDRESSABLE.
 7) NO FIRE SPRINKLER DRAWINGS PROVIDED
 WITH PLANS. COMPLETE FIRE SPRINKLER
 PLANS AND HYDRAULIC CALCULATIONS ARE TO
 BE SUBMITTED WITH THESE DRAWINGS BEFORE
 A BUILDING PERMIT WILL BE ISSUED.
 8) PROVIDE MORE DETAILS ON THE FIRE
 PUMP ASSEMBLY PLANNED FOR THE BUILDING.
 9) FIRE ALARM NOTES INDICATES CLASS B,
 STYLE C CIRCUITS. ONLY CLASS A, STYLE D
 WILL BE PERMITTED.
 10) ANY CANVAS AWNINGS ARE TO BE FIRE
 RETARDANT.
 11) ALL STAIRS TO COMPLY WITH NEW STAIRS
 NFPA 101, THE LIFE SAFETY CODE, 1985
 EDITION.
 12) IS BUILDING 1 BE A SINGLE TENANT
 OR MULTIPLE TENANT.
  
 CAPTAIN MIKE CARSILLO
 659-8096,EXT.8497
 835-2910
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2002-02-28 Cont ID  
Sent By pkrauss Date 2002-02-28 Time 15:30 Rev Time 0.40
Received By pkrauss Date 2002-02-28 Time 15:30 Sent To  
Notes
2002-02-28 00:00:00MECHANICAL PERMIT 01051485 - SUBMITTAL
 FOR SHELL - ROOF CURBS, EXHAUST FANS &
 LOUVERS.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2001-07-06 Cont ID  
Sent By pkrauss Date 2001-07-06 Time 15:45 Rev Time 0.45
Received By pkrauss Date 2001-07-06 Time 15:44 Sent To  
Notes
2001-07-06 00:00:00THIS IS FOR SHELL ONLY MECHCANICAL
 PERMIT #01051485.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2001-06-09 Cont ID  
Sent By pkrauss Date 2001-06-09 Time 12:11 Rev Time 0.35
Received By pkrauss Date 2001-06-09 Time 11:52 Sent To  
Notes
2001-06-09 00:00:00********************DENIED**************
  
  
 PLEASE PROVIDE THE FOLLOWING INFORMATION
  
  
 IS THIS PERMIT FOR SHELL ONLY?
  
 WHAT IS BEING STORED IN THE WARHOUSE,
 I.E. COMBUSTIBLES?
  
 EXHAUST FANS IN METER/PUMP ROOMS SHALL
 COMPLY WITH 1997 SMC 506.1, 10' MINIMUM
 FROM ANY ADJACENT BUILDING, WINDOW, DOOR
 OR AIR INTAKE AND 10' ABOVE THE
 ADJOINING GRADE LEVEL.
  
 IF YOU HAVE ANY QUESTIONS PLEASE
 CONTACT PATTY KRAUSS AT 659-8096 EXT
 8388.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2001-02-23 Cont ID  
Sent By pkrauss Date 2001-02-23 Time 12:34 Rev Time 0.35
Received By pkrauss Date 2001-02-23 Time 12:34 Sent To  
Notes
2001-02-23 00:00:00****************DENIED******************
  
 INSUFFICIENT INFORMATION FOR MECHANICAL
 REVIEW.SUBMIT PLANS WITH MECHANICAL
 PERMIT APPLICATION.
Review Stop P PLUMBING
Rev No 8 Status P Date 2002-07-13 Cont ID  
Sent By jleech Date 2002-07-13 Time 12:22 Rev Time 1.00
Received By jleech Date 2002-07-13 Time 12:22 Sent To  
Notes
2002-07-13 00:00:00SUBMITTALS FOR THE IRRIGATION SYSTEM
Review Stop P PLUMBING
Rev No 7 Status P Date 2002-04-10 Cont ID  
Sent By kstevens Date 2002-04-10 Time 11:10 Rev Time 0.00
Received By kstevens Date 2002-04-10 Time 11:10 Sent To  
Notes
2002-04-10 00:00:00SUBMITTAL APPROVAL - FLOOR DRAINS, CLEAN
 OUTS, ROOF DRAINS.
Review Stop P PLUMBING
Rev No 6 Status P Date 2001-11-26 Cont ID  
Sent By kstevens Date 2001-11-26 Time 09:57 Rev Time 0.50
Received By kstevens Date 2001-11-26 Time 09:57 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 5 Status P Date 2001-09-12 Cont ID  
Sent By pschmitz Date 2001-09-12 Time 15:02 Rev Time 1.00
Received By pschmitz Date   Time   Sent To  
Notes
2001-09-12 00:00:00PLUMBING PLAN REVIEW,PROVISO
 WATER HAMMER ARRESTORS DELETED ON HOSE
 BIBBS,PES
Review Stop P PLUMBING
Rev No 4 Status F Date 2001-08-31 Cont ID  
Sent By kstevens Date 2001-08-31 Time 15:31 Rev Time 0.50
Received By kstevens Date 2001-08-31 Time 15:31 Sent To  
Notes
2001-08-31 00:00:00DENIED...
  
 REFERENCE SPC-94
  
 1) PAGE PD-4 PREVIOUS COMMENTS FROM 7-17
 PIPE NOT SIZED AS REQUESTED FOR UNDER
 GROUND PIPING FROM BUILDING RAIN LEADERS
 TO STORM CATCH BASIN. ALSO PAGE PD-3
  
 2) PAGE P0-1, WATER RISER DIAGRAM, WATER
 HAMMER ARRESTORS SHALL BE INSTALLED PER
 MANUFACTURE'S INSTALLATION INSTRUCTIONS
 AND WH-PDI 201. (SEE ATTACHED SHEET)
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT. 8377
Review Stop P PLUMBING
Rev No 3 Status F Date 2001-07-17 Cont ID  
Sent By jleech Date 2001-07-17 Time 16:09 Rev Time 3.00
Received By jleech Date 2001-07-17 Time 16:08 Sent To  
Notes
2001-07-17 00:00:00DENIED;
  
 1.PAGE PO.1 (PLUMBING NOTES) NOTE #11
 CALLS FOR CAST IRON PIPE ABOVE GROUND.
 PAGE A-15 (OVERFLOW SCUPPER DETAIL)
 HAS A NOT THAT CALLS FOR PVC PIPE.
 CHANGE NOTE NOTE 11 OR OVERFLOW
 SCUPPER DETAIL.
  
 2.TOTAL RAIN CAULKULATIONS IS 119725 SQ.
 FEET.PLEASE CHECK AND SHOW CAULKS ON
 PLANS I AM NOT AN ENGINEER. THIS IS
 THIRD REQUEST FOR THIS INFORMATION.
 3.PAGE A-5 DOWN SPOUTS FROM PUMP ROOM
 AND ELECTRICAL ROOF AREA SHALL GO TO
 STORM DRAINAGE PER 94 SPC SEC. 1101.2.
  
 4.PAGE PD-4 ROOF DRAIN PIPING UNDER
 GROUND NOT SHOWN. SHOW AND SIZE
 PIPING FROM BUILDING RAIN LEADERS TO
 STORM CATCH BASIN.
  
 5.AIR HAMMER ARREESTERS SHALL BE
 INSTALLED PER MANUFACTORS
 SPECIFICATIONS. SHOULD BE NEAR FIXTURE
  
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 659-8096 EXT 8369
Review Stop P PLUMBING
Rev No 2 Status F Date 2001-06-09 Cont ID  
Sent By pschmitz Date 2001-06-09 Time 09:40 Rev Time 2.00
Received By pschmitz Date   Time   Sent To  
Notes
2001-06-09 00:00:00PLUMBING PLAN REVIEW"DENIED 2ND X"
 (1) COMMENTS DATED 02-27-01 HAVE NOT
 BEEN ADDRESSED.
 (2) SHTA5,A6,PROVIDE CALCULATIONS FOR
 SIZING INDIVIDUAL ROOF DRAINS,SPC 94 TAB
 1108.1.2, USING FIG 1108.4 RATE OF RAIN
 FALL, FOR WPB AREA.
 SECONDARY ROOF DRAINS (SCUPPERS),SHOW
 CALCULATIONS FOR INDIVIDUAL DRAINS.
 SPC 94 SEC 1109.1 & FIG 1109.3 RATE OF
 RAIN FALL,FOR WPB AREA.
 (3) SHTA 11, METER & PUMP RM ROOFS,
 PRIMARY & SECONDARY DRAINS NOT SHOWN.
 (4) SHT P2.1, KEY NOTES,REFERENCES CIVIL
 DRWGS FOR CONTINUATION OF STORM DRAINS,
 PLEASE INDICATE WHICH SHTTHIS IS ON.
 (5) SHT P2.1 & P2.2, SPC 94 SEC 407.1.1
 MINIMUM FACILITIES,NUMBER OF EA TYPE OF
 FIXTURE SHALL BE INSTALLED,USE TAB 407.
 (6) SHT P0.1 PLBG NOTES 13,18,REFERENCE
 AIR CHAMBERS,SHOW A DETAIL OF APPROVED
 AIR CHAMBER AND HOW IT WILL BE RECHARGE-
 ABLE,ACCESSIBLE SPC 94 SEC 607.8.3
 (7) SHTS PP1 TO 4,PROVIDE INFORMATION ON
 IRRIGATION SYSTEM, SPC 94 SEC 104.3
 LOCATION AND TYPE OF BACK FLOW PREVENTER
 END OF COMMENTS PAUL SCHMITZ
 QUESTIONS561-659 8096- X8233
Review Stop P PLUMBING
Rev No 1 Status F Date 2001-02-27 Cont ID  
Sent By jleech Date 2001-02-27 Time 11:08 Rev Time 2.50
Received By pschmitz Date 2001-02-27 Time 11:08 Sent To  
Notes
2001-02-27 00:00:00DENIED;
  
 1.ROOF DRAINS; SHOW SQ. FT. AREA THAT
 EACH ROOF DRAIN WILL DRAIN USING 94
 SPC CHAPTER 11 AND CHART 1108.4. RAIN
 FALL IS 4.5 IN. PER. HR.IN THIS AREA,
 AND 1/2 OF THE TOTAL AREA OF THE
 PARAPET WALL MUST BE USED TO CALCULATE
 THE SIZE OF ROOF DRAINS. SHOW CALKS.
  
 2.WHERE DOES RAIN WATER FROM ROOF GO
 AFTER IT LEAVES THE BUILDING? NO STORM
 SEWER, SANITARY SEWER, OR WATER
 SERVICE IS SHOWN ON SITE PLANS.
  
 3.AREA WHERE PLUMBING MIGHT BE INSTALLED
 SHOULD HAVE 6 X 4 YEE'S INSTALLED IN
 THE BUILDING DRAIN AT TIME OF INSTALL-
 ATION. THIS INSURES THE INTEGRITY OF
 THE BUILDING DRAIN.
  
 4.ONE 3" VENT SHALL BE INSTALLED THRU
 ROOF 94 SPC SEC.904.3.1.
  
 5.WATER MAIN SHOULD HAVE FUTURE DROPS
 WITH SHUTOFF VALVES WHERE PLUMBING MAY
 BE INSTALLED.
Review Stop Z ZONING
Rev No 2 Status P Date 2001-09-18 Cont ID  
Sent By jwitmer Date 2001-09-18 Time 14:47 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2001-09-18 00:00:00ZONING PASSED PER S.GRAHAM SEE APP
Review Stop Z ZONING
Rev No 1 Status P Date 2001-06-05 Cont ID  
Sent By sgraham Date 2001-06-05 Time 10:18 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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