Plan Review Details - Permit 99110196
Plan Review Stops For Permit 99110196
Review Stop B BUILDING (STRUCTURAL)
Rev No 13 Status P Date 2002-09-17 Cont ID  
Sent By jwitmer Date 2002-09-17 Time 06:38 Rev Time 1.25
Received By jwitmer Date 2002-09-17 Time 06:38 Sent To  
Notes
2002-09-17 00:00:00BUILDING PLAN REVIEW
 PERMIT: 99110196
 ADD:
 CONT: 6107 S DIXIE HWY
 TEL: (561)835-1684
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 *****PROVISO*****
  
 1) 1001.1.3 MEANS OF EGRESS SHALL BE
 CONTINUOUS AND UNOBSTRUCTED PATHS OF
 TRAVEL TO THE EXTERIOR OF A BUILDING.
  
 IT IS CRITICAL THAT THE REQUIRED MEANS
 OF EGRESS BE DESIGNATED AND MAINTAINED
 TO INSURE THAT THESE OBSTRUCTIONS ARE
 ELIMINATED (STORAGE AREAS).
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561)659-8096 X8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 12 Status P Date 2002-09-08 Cont ID  
Sent By jwitmer Date 2002-09-08 Time 16:27 Rev Time 0.50
Received By jwitmer Date 2002-09-08 Time 16:05 Sent To  
Notes
2002-09-08 00:00:00INTERIOR BUILDOUT
 INTERIOR BUILD OUT UNIT # 6
Review Stop B BUILDING (STRUCTURAL)
Rev No 11 Status P Date 2002-08-28 Cont ID  
Sent By jwitmer Date 2002-08-28 Time 17:45 Rev Time 0.00
Received By jwitmer Date 2002-09-08 Time 16:04 Sent To  
Notes
2002-08-28 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 99110196
 ADD: 6107 S DIXIE HWY
 CONT: DAAVID LANDY
 TEL: (305)259-9900
 FL BLD CODE= 1997 STANDARD BUILDING CODE
  
 *****PROVISO*****
  
 1) IDENTIY TENANT SEPERATION WALLS ABOVE
 CEILING " FIRE SMOKE BARRIER PROTECT
 ALL OPENINGS".
  
 2)705.1.2 PENETRATIONS SHALL BE PRO-
 TECTED BY AN APPROVED PENETRATION FIRE-
 STOP SYSTEM AS TESTED IN ACCORDANCE WITH
 ASTM E 814, WITH A MINIMUM POSITIVE
 PRESSURE DIFFERENTIAL OF 0.01 INCH OF
 WATER COLUMN AND AN F RATING OF NOT LESS
 THAN REQUIRED RATING OF THE WALL
 PENETRATED. PROVIDE MAN. SPEC AT TIME
 OF INSPECTION.
  
 3) 1203.4.2 EVERY TOLIET ROOM SHALL HAVE
 WINDOWS AS SPECIFIED FOR HABITABLE ROOMS
 PROVIDING IN NO CASE LESS THAN 3 SQ FT
 OPEN SPACE OR HAVE APPROVED EQUIVALENT
 VENTILATION. NOT SHOWN ON PLAN!
  
 4) REVISION INDICATES FRONT WINDOWS
 BLOCKED IN, FOR AT TIME OF C. O.
  
 5) 1511.7 ARCHETECT TO INDICATE HOW ROOF
 TOP MECHANICAL EQUIPMENT IS SECURED TO
 THE ROOF DECK, EITHER 8" CURB OR RAISED
 EQUIPMENT WITH A CLEAR HEIGHT OF 18".
 SHOW ANCHOR DETAIL TO ROOF.
  
 BUILDING PLAN REVIEW
 JIM WITMER
Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status F Date 2002-08-23 Cont ID  
Sent By jwitmer Date 2002-08-23 Time 10:36 Rev Time 2.00
Received By jwitmer Date 2002-08-23 Time 10:36 Sent To  
Notes
2002-08-23 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT:99110196
 ADD: 6107 S DIXIE HWY
 CONT: DAVID LANDY
 TEL: (305)259-9900
 1997 STANDARD BUILDING CODE
  
 ****REVISION TO BUILDING SHELL PERMIT
 TO INCLUDE UNIT # 6 AS A BUILD OUT.*****
  
 1) REVISION INDICATES THAT THE WINDOWS
 HAVE BEEN REMOVED ON THE FRONT OF THE
 BUILDING WHERE AS BUILDING IS BUILT WITH
 WINDOWS.
  
 2)704.2.1.4 CORRIDOR PARTITIONS, SMOKE
 STOP PARTITIONS, HORIZONTAL EXIT PART-
 ITIONS, EXIT ENCLOSURES, AND FIRE
 RATED WALLS REQUIRED TO HAVE PROTECTED
 OPENINGS SHALL BE EFFECTIVELY AND
 PERMANETLY IDENTIFIED WITH SIGNS OR
 STENCILING IN A MANNER ACCEPTABLE TO THE
 AUTHORITY HAVING JURISDICTION. SUCH IDEN
 TIFICATION SHALL BE ABOVE ANY DECORATIVE
 CEILING CEILING AND IN CONCEALED SPACES.
 SUGGESTED WORDING" FIRE & SMOKE BARRIER
 PROTECT ALL OPENINGS".
  
 3)705.7.1 JOINTS INSTALLED IN OR BE-
 TWEEN FIRE RESISTANT WALLS, FIRE RESIS-
 TANT FLOORS OR FLOOR/ CEILING ASSEMBLIES
 AND FIRE RESISTANT ROOFS OR ROOF/ CEIL-
 ING ASSEMBLIES SHALL BE PROTECTED BY AN
 APPROVED FIRE RESISTANT JOINT SYSTEM
 DESIGNED TO RESIST THE PASSAGE OF FIRE
 FOR A PERIOD NOT LESS THAN THE RE-
 QUIRED FIRE RESISTANCE RATING OF THE
 WALL, FLOOR OR FLOOR IN OR BETWEEN
 WHICH IT IS INSTALLED.
  
 4) PROVIDE UL LISTING OF 1 HR TENANT
 SEPERATION WALL.704.1.3
  
 5) LISTED OCCUPANCY: BUSINESS NOT
 MERCANTILE, OTHERWISE COUNTY SHALL
 RE- ASSESS IMPACT FEES.
  
 6) TABLE 803.3 MINIMUM INTERIOR FINISH
 CLASSIFICATION; PROVIDE INFORMATION
 BASED ON INTERIOR FINISH REQUIREMENTS
 BASED ON OCCUPANCY
  
 7)11-4.1.2 VERTICAL ACCESSIBILITY,
 NOTHING IN THIS CODE SHALL BE CONSTRUED
 TO RELIEVE THE OWNER OF ANY BUILDING,
 SSTRUCTURE OR FACILITY FROM THE DUTY TO
 PROVIDE VERTICAL ACCESSIBILITY TO ALL
 LEVELS ABOVE OR BELOW THE OCCUPIAABLE
 GRADE LEVEL. EXCEPTION FOR STORAGE 2ND
 FLOOR, CHAGE OF OCCUPANCY 2ND FLOOR WILL
 ENVOKE VERTICAL ACCESSIBILITY, INCLUDE
 NOTE OF EXCEPTION ON PLAN 2ND FLOOR!
  
 8)11-4.1.3(3) GROUND & FLOOR SURFACES
 ALONG ACCESSIBLE ROUTES & IN ACCESSIBLE
 ROOMS & SPACES SHALL COMPLY WITH
 11-4.5. SEE ADDAAG A4.5.1 (GUIDELINE)
 A STATIC COEFFICIENT OF FRICTION OF 0.6
 IS RECOMENDED FOR ACCESSIBLE ROUTES
 AND 0.8 FOR RAMPS. NO SCHEDULE?
  
 9)1204.2 SURROUNDING MATERIALS;
 THE WALLS & FLOORS OF ALL PUBLIC REST-
 ROOMS SHALL BE LINED WITH NONABSORBANT
 MATERIALS TO A HEIGTH OF 4'-0" ABOVE THE
 FLOOR.
  
 10) 1203.4.2 EVERY TOLIET ROOM SHALL
 HAVE WINDOWS AS SPECIFIED FOR HABITABLE
 ROOMS PROVIDING IN NO CASE LESS THAN 3
 SQ FT OPEN SPACE, OR HAVE APPROVED EQUIV
 ALENT VENTILATION.
  
 11)1511.7 ROOF MOUNTED MECHANICAL UNIT
 S SHALL BE MOUNTED ON CURBS RAISED A
 MINIMUM OF 8 INCHES ABOVE THE ROOF SUR-
 FACE, OR WHERE ROOFING MATERIALS EXTEND
 BENEATH THE UNIT, ON RAISED EQUIPMENT
 SUPPORTS PROVIDING A MINIMUM CLEARENCE
 HEIGTH OF 18". SHOW ANCHORAGE TO ROOF.
  
 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 2002-08-23 Cont ID  
Sent By jwitmer Date 2002-08-23 Time 08:57 Rev Time 0.50
Received By jwitmer Date 2002-08-23 Time 08:21 Sent To  
Notes
2002-08-23 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 99110196
 ADD: 6107 S DIXIE HWY
 CONT: DAVID LANDY
 TEL: (305)259-9900
 1997 STANDARD BUILD CODE
  
 ***SHOP DRAWING/ GUARDRAIL/ HANDRAILS***
  
 PROVISO
  
 1015.3(2) A 6" SPHERE SHALL NOT PASS
 THROUGH THE TRIANGULAR OPENING FORMED
 BY A TREAD, RISER AND BOTTOM GUARDRAIL.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561)659-8096 X8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status F Date 2002-07-16 Cont ID  
Sent By jwitmer Date 2002-07-16 Time 09:56 Rev Time 2.00
Received By jwitmer Date 2002-07-16 Time 11:09 Sent To  
Notes
2002-07-16 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 99110196
 ADD: 6107 S DIXIE HWY
 CONT: LANDY CONSTRUCTION
 TEL: (305) 259-9900
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1)ALL INFORMATION, DRAWINGS, SPECIF-
 ICATIONS AND ACCOMPANYING DATA SHALL
 BEAR THE NAME AND SIGNATURE OF THE
 PERSON RESPONSIBLE FOR THE DESIGN.
 CITY AMENDMENTS 104.2.1
  
 2) 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
  
 3)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 THE ORIGINAL PERMIT WAS FOR THE "SHELL"
 OF THE BUILDING. SEE SHEET 1 BLOCK STAMP
 BLDG DATE 5/25/01.
 THE INTERIOR FIT UP CAN BE INCORPORATED
 UNDER THIS PERMIT, THE ORIGINAL FEES DO
 HAVE SUFFICIENT FEES FOR THE SHELL + THE
 TENANT FIT UP.
  
 4) THE ARCHITECT OF RECORD SHALL INCORP-
 ORATE THE TENANT BUILD OUT DIMENSIONS,
 RATINGS FOR OCCUPANCY SEPERATION, PLUMB
 ING,ELECTRICAL,MECHANICAL & BUILDING.
 BUILDING 1997 SBC
 ELECTRICAL 1997 NEC/ 99 AMENDMENTS
 MECHANICAL 1997 MECHANICAL CODE
 PLUMBING 1994 PLUMBING CODE
 LIFE SAFETY 1988 AND NEWER
  
 ORIGINAL FEES PAID WERE ON A SHELL,
 ($363000.00) THE VALUE OF THE TOTAL
 BUILDING UNDER THE 9/16/99 VALUE ARE
 ($384,086.00) ADDITIONAL FEES OF
 $561.02 ARE NOW DUE.
  
 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 7 Status P Date 2002-05-29 Cont ID  
Sent By jwitmer Date 2002-05-29 Time 08:33 Rev Time 0.00
Received By jwitmer Date 2002-05-25 Time 09:35 Sent To  
Notes
2002-05-29 00:00:00STAIR DETAILS
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2001-05-25 Cont ID  
Sent By jwitmer Date 2001-05-25 Time 14:25 Rev Time 0.00
Received By jwitmer Date 2001-05-25 Time 09:35 Sent To  
Notes
2001-05-25 00:00:00PROVISO:GLAZED OPENINGS WILL REQUIRE
 PRODUCT APPROVAL FOR LARGE MISSLE
 IMPACT TESTING.
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2001-05-07 Cont ID  
Sent By jwitmer Date 2001-05-07 Time 18:39 Rev Time 0.00
Received By jwitmer Date 2001-05-07 Time 09:35 Sent To  
Notes
2001-05-07 00:00:00BUILDING PLAN REVIEW
 PERMIT # 99110196
 6107 S DIXIE HWY
  
 1)- DISCREPANCY SHEET A-2 NOTES THAT ALL
 SECOND STORY STAIRWELL DOORS HAVE A 1 HR
 RATING, THIS DOOR IS (2) BUT THE SAME
 DOOR (2) IS INDICATED FOR THE RESTROOMS
 ON THE FIRST FLOOR.
  
 2)- STORAGE & MERCANTILE TO HAVE (1 HR)
 SEPERATION SHOW U.L. RATING FOR THE
 CEILING FLOOR ASSEMBLY.
  
 3)- SHEET A-2 DEPICTS THE OCCUPANCY TO
 BE STORAGE, SBC TABLE 1604.1 STORAGE
 LIGHT THE FLOOR LOADING IS TO BE 125 LBS
 LIVE LOAD.
  
 4)- ADMINISTRATIVE CODE 106.4 .2.
 STORAGE & FACTORY OCCUPANCIES. IT SHALL
 BE THE RESPONSIBILITY OF THE OWNER,
 AGENT, PROPRIETOR OR OCCUPANT OF GROUP S
 OR GROUP F OCCUPANCIES, TO EMPLOY A COMP
 ETENT ARCHITECT OR ENGINEER IN COMPUTING
 SAFE LOAD CAPACITY.ALL SUCH COMPUTATIONS
 SHALL BE ACCOMPANIED BY AN AFFIDAVIT
 FROM THE ARCHITECT OR ENGINEER STATING
 THE SAFE FLOOR LOADS ON EACH FLOOR IN
 POUNDS PER SQUARE FOOT UNIFORMLY DISTRIB
 UTED. THE COMPUTATIONS AND AFFIDAVITE
 SHALL BE FILED AS A PERMANENT RECORD OF
 THE BUILDING DEPARTMENT.
  
 5)- ADMINISTRATIVE CODE 106.4.3
 SIGNS REQUIRED FOR EVERY PART OF THE
 BUILDING THAT WILL BE USED FOR STORAGE.
 THE SIGNS SHALL STATE TTTHE SAFE FLOOR
 LOADS AS REVIEWED BY THE BUILDING DEPART
 MENT WHICH BE SUPPLIED & SECURELY
 AFFIXED BY THE OWNER OF THE BUILDING IN
 A CONSPICUOUS PLACE IN EVERY STORY TO
 WHICH THEY RELATE.
  
 6)- SBC 1606.2.6.2 COMPONENTS & CLADDING
 THE INFORMATION SUBMITTED ON THE FRONT
 DOORS SI FOR SMALL MISSLE IMPACT ONLY,
 THE CITY REQUIRES TESTING FOR LARGE
 MISSLE IMPACT TESTING,2 COPIES FOR EACH
 PRODUCT. DADE COUNTY OR S.B.C.C.I.
 REPORT ARE ACCEPTED. THIS CAN BE A
 "PROVISO" TO BE SUBMITTED BEFORE THE
 FIRST INSPECTION.
  
 7)- THE ROOFING CUT SHEET WILL BE ACCEPT
 ABLE TO SHOW IT COMPLIES TO THE REQUIRE-
 MENTS OF THE FIRE DISTRICT. WE ALSO NEED
 PRODUCT TESTING FOR 110 MPH WIND ZONES
 SBC 1503..3.2/1503.4.1.2.DADE COUNTY OR
 SBCCI REPORT ARE ACCEPTABLE,THIS COULD
 ALSO BE A "PROVISO" TO BE SUBMITTED AS A
 SEPERATE PERMIT.
  
 8)- SUBMIT PLANS TO COUNTY FOR IMPACT
 FEES, IF THERE WAS A STRUCTURE THERE
 BEFORE THERE MAY BE A CREDIT DUE FOR THE
 DEMO.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 659-8096 EX 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2001-02-20 Cont ID  
Sent By jwitmer Date 2001-02-20 Time 13:40 Rev Time 0.00
Received By jwitmer Date 2001-02-20 Time 09:34 Sent To  
Notes
2001-02-20 00:00:00PERMIT # 99110196
 6107 S. DIXIE HWY.
 CINQUE PROPERTIES
  
 1)- THE SURVEY & TAX RECORDS DECLARE
 THESE TO BE SEPERATE LOTS. A UNITY OF
 TITLE NEEDS TO BE RECORDED TO BUILD THE
 PROPOSED STRUCTURE ON THESE LOTS. THE
 CONTACT PERSON TO SEE WOULD BE
 ANGELLA JONES (SENIOR PLANNER) IN THE
 ZONING DEPARTMENT.659-8031.
 2)- THE NEW SURVEY DOESN'T DEPICT THE
 NEW BUILDING LOCATION. THE SITE PLAN
 DOESN'T GIVE THE DIMENSION FROM THE REAR
 OF THE BUILDING TO THE PROPERTY LINE.
 THIS INFORMATION IS CRITICAL IN DETER-
 MINING THE RATING ON THE EXTERIOR WALLS
 AS WELL AS THE % OF OPENINGS ALLOWED.
 STANDARD BUILDING CODE TABLE 600
 (HORIZONTAL SEPERATION) REQUIRES 0-3'
 3 HR. WALLS/ 0 OPENINGS. 3' TO 10' ALLOW
 FOR A 2 HR. WALL & 10 % OPENINGS. SEE
 NOTE "B" PARAPETS 704.5 THIS IS THE WALL
 DEPICTED WITH "NO PARAPET SO THE ROOF
 DRAINAGE WAS TO CASCADE OVER THIS WALL.
 ROOF DRAINAGE WILL NEED TO BE ADDRESSED
 WITH SCUPPERS AND OVERFLOWS.
 3)- TABLE 600 THE SOUTHELEVATION OF
 THE PROPOSED NEW CONSTRUCTION VS THE
 EXISTING BUILDING 1,421 SQ. FT. AN
 ASSUMED PROPERTY LINE NEEDS TO BE ESTAB-
 LISHED BETWEEN THE 2 STRUCTURES. THEN WE
 LOOK AT WHAT WALL RATINGS AND % OF OPEN-
 INGS, AND OPENING PROTECTIVES WOULD MEET
 THE TABLE 600 REQUIRMENTS. ATTACHED IS A
 EXAMPLE FROM THE COMMENTARIES SHOWING A
 BUILDING 45% TO THE PROPERTY LINE, THIS
 SHOULD HELP IN DETERMINING WALL RATINGS
 AND OPENING PROTECTIVES.REMEMBER TABLE
 600 NOTE "B" ON PARAPETS, 3'-0" ABOVE
 THE ROOF LINE.
 4)_ SOILS INVESTIGATION REPORT: A COPY
 OF THE COUNTYWIDE AMENDMENTS IS ATTACHED
 THE STUCTURAL PLANS FOUNDATION NOTES
 DESCRIBE A TESTING REPORT THAT THEIR
 DESIGN WAS BASED ON, (DUNKLEBERGER ENG &
 TESTING, DATED NOV.30, 2000). THIS IS
 THE REPORT CONTAINING THE INFORMATION
 THAT THE CITY HAS BEEN ASKING FOR.
 5)- TRAVEL DISTANCE IS MEASURED FROM THE
 MOST REMOTE POINT TO THE EXIT, INCLUDING
 THE 2ND FLOOR STORAGE. THE USAGE OR
 OCCUPANCY OF THE BUILDING WILL BE RETAIL
 OR BY OCCUPANCY: MERCANTILE. THE MAXIMUM
 DISTANCE THAT APERSON COULD TRAVEL
 WITH THE SINGLE EXIT ON THE SECOND FLOOR
 IS 50'-0". THE SECOND ISSUE IS THE PRO-
 TECTION OF THE EXIT STAIRWAY.SBC1006.1.1
 EXIT STAIRWAYS BETWEEN FLOORS SHALL BE
 ENCLOSED IN OR SEPERATED BY FIRE RESIS-
 TANT CONSTRUCTION IN ACCORDANCE WITH
 705.2 & TABLE 705.1.2. SBC 705.2.1.1
 PROTECTION OF FLOOR OPENINGS SHALL BE
 PROVIDED IN ACCORDANCE WITH THESE PRO-
 VISIONS TO PREVENT THE SPREAD OF FIRE
 FROM STORY TO STORY. THE EXIT SHALL BE
 RATED TO THE EXTERIOR OF THE BUILDING.
 THE THIRD ISSUE IS THE OCCUPANCY SEPERA-
 TION BETWEEN THE FIRST FLOOR (MERCAN-
 TILE- 1 HR) AND THE (STORAGE OCCUPANCY
 2 HR) ON THE SECOND FLOOR.
 6)- FIRE DISTRICT: 102.2.5 IN BUILDINGS
 2 STORIES OR MORE IN HEIGTH ALL WALLS,
 FLOORS, ROOFS AND THEIR SUPPORTING
 STRUCTURAL MEMBERS SHALL PROVIDE NOT
 LESS THAN 1 HR. FIRE RESISTANCE. SHOW
 UL LISTINGS FOR THESE COMPONENTS.
 7)- SECOND FLOOR LIVE LOAD NOTED ON
 A-5.0 AS "60 LBS. LIVE".SBC TABLE 1604.1
 FOR THE LIVE LOADS FOR THE SECOND FLOOR
 ARE 125 LBS FOR LIGHT STORAGE.PLEASE
 HAVE THE STRUCTURAL ENGINEER REVISIT HIS
 CALCULATIONS FORTHIS ADDITIONAL LOADING.
 8)- GUARDRAIL DETAILS: A5.1 THE STAIR
 HANDRAIL/ GUARDRAIL DETAIL NEEDS TO
 COMPLY WITH SBC 1015.3, A 4" SPHERE TO N
 OT BE ABLE TO PASS THROUGH THE UPRIGHTS.
 9)- FL ACCESSIBILITY CODE 4.9.4.1 A CON-
 TINIOUS HANDRAIL ON BOTH SIDES OF THE
 STAIRS, EXTEND 12" BEYOND THE TOP RISER
 & 12" PLUS THE WIDTH OF ONE TREAD BEYOND
 THE BOTTOM RISER.
 10)- VERTICAL ACCESSIBILITY: NOTE:
 WHENEVER THE CHANGE OF OCCUPANCY ON THE
 SECOND FLOOR (STORAGE) IS CHANGED TO A
 HABITABLE OCCUPANCY,VERTICAL ACCESSIBIL-
 ITY WILL BE REQUIRED. THERE IS NO 20%
 DISPROPORTIONATE COST INVOLED.THIS NOTE
 WILL APEAR ON THE PLANS.
 11)- SBC 1606.2.6.2 COMPONENENTS & CLAD-
 DING, THE INFORMATION SUBMITTED ON THE
 FRONT DOOR IS FOR SMALL MISSLE IMPACT
 TESTING ONLY. A COPY OF THE CITY'S
 POLICY FOR GLAZED OPENINGS IS INCLUDED
 FOR TESTING REPORTS THAT HAVE NOT
 RECEIVED SBCCI APPROVAL OR DADE COUNTY
 APPROVAL, THE REPORT HAS TO BE SITE
 SPECIFIC AND THE SEALED BY THE MANUFAC-
 TURES ENGINEER AS WELL AS THE ENGINEER
 OF RECORD FOR THE PROJECT. THE CITY WILL
 ALSO REQUIRE SEPERATE REPORTS FOR THE
 OTHER DOORS ,WINDOWS, SHUTTERS& ROOFING.
 12 )- SBC-F102.2.4: FIRE DISTRICT THE
 ROOF COVERINGS IN THE FIRE DISTRICT
 SHALL CONFORM TO THE REQUIREMENTS OF A
 CLASS "A" OR "B" ROOF COVERINGS. THE
 SPECS SUBMITTED ARE NOT HIGH LIGHTED OR
 SPECED OUT WHAT THEY ARE GOING TO USE?
 13).1997 FL ENERGY CODE 400 ENERGY CODE
 REQUIREMENTS FOR THE SHELL OF THE BUILD-
 ING.
 14)- DISCREPANCIES: THE ARCH. PLANS VS.
 THE STRUC. PLANS THE STRUCTTUTRAL
 DETAILS DO NOT MATCH,FRAMING, TRUSSES,
 BAR JOIST ETC.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 EX 8412.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2000-08-17 Cont ID  
Sent By lmartine Date 2000-08-17 Time 09:54 Rev Time 0.00
Received By jwitmer Date 2000-08-17 Time 09:34 Sent To  
Notes
2001-01-08 00:00:00BUILDING REVIEW COMMENTS
 --------------------------
 DEAR MR.FAGAN,
 RESPONSE TO YOUR LETTER OF JULY 12,2000,
 ITEMS NOTED 1 THRU 11,
  
 1]1987 SURVEY PROVIDED IS NOT CONSIDERED
 CURRENT,PLEASE PROVIDE SIGNED AND
 SEALED COPY DATED WITHIN 2 YEARS.
 2]COMPLIANCE WITH TABLE 600[SBC] HAS NOT
 BEEN ACHIEVED.
 3]SOIL INVESTIGATION REPORT WAS NOT
 PROVIDED.
 4] OK
 5]TRAVEL DISTANCE IS MEASURED THE MOST
 REMOTE POINT TO THE EXIT,INCLUDING THE
 2ND FLOOR STORAGE.
 6]STRUCTURAL DESIGN ENGINEER SHALL
 SUBMIT CALCULATIONS FOR ALL LOAD
 BEARING CONDITIONS.
 7]STAIR DETAIL IS NOT COMPLETE,SUBMIT
 GUARDRAIL AND HANDRAIL DETAILS COMPLY
 WITH 1007[SBC].
 8]DETAIL PARAPET SUPPORTS.
 9]SUBMIT PRODUCT TESTING FOR DOORS AND
 WINDOWS,ROOF COVERING AND STORM
 SHUTTERS.
 10]IMPACT AND RADON FEES DUE.
  
  
 REVIEWED BY;
 LUIS MARTINEZ
 659-8096#8456
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2000-06-03 Cont ID  
Sent By lmartine Date 2000-06-03 Time 11:19 Rev Time 0.00
Received By jwitmer Date 2000-06-03 Time 09:34 Sent To  
Notes
2001-01-08 00:00:00BUILDING-STRUCTURAL
 ---------------------
  
 1]PROVIDE A CURRENT SIGNED AND SEALED
 SURVEY.
 2]SUBMIT DETERMINATION OF CONSTRUCTION
 TYPE,SEE TABLE 600[97SBC]FOR EXTERIOR
 WALL REQUIREMENTS,ALSO APPENDEX"F".
 3]PROVIDE SOIL INVESTIGATION INFORMATION
 [SITE WAS PREVIOUSLY SERVICE STATION].
 4]PROVIDE ACCESSIBILITY TO 2ND LEVEL,
 MAIN ENTRENCE DOORS ARE NOT ACCESSIBLE
 DOOR REQUIRES A MINIMUM OF 18 INCHES
 CLEARENCE AT THE PULL SIDE OF HANDLE.
 2'8"DOORS AT RESTROOMS WILL NOT COMPLY
 WITH 32"CLEAR REQUIREMENT.
 5]1027[97SBC]SINGLE EXIT REQUIREMENT NOT
 IN COMPLIANCE TRAVEL DISTANCE[MAX.50']
 PROVIDE 2ND EXIT FROM EACH SPACE.
 6]HAVE STRUCTURAL ENGINEER SUBMIT DESIGN
 CRITERIA FOR THE MASONRY AND THEIR
 CONNECTIONS,SOUTH WALL IS MISSING
 COLUMNS,PROVIDE WALL SECTIONS FOR IN-
 TERIOR WALLS,SUBMIT FLOOR LOAD CALCUL-
 ATIONS FOR STORAGE OCCUPANCY SEE 1604
 [97SBC],SUBMIT ROOF DRAINAGE PLAN.
 7]PROVIDE COMPLETE STAIR DETAILS.
 8]GIVE DIMENSIONS ON ELEVATIONS INCLUDE
 PARAPETS AND DETAIL THEIR SUPPORTS.
 9]SUBMIT SPECIFICATIONS FOR
 ARCHITECTURAL TRIM,AND TEST REPORTS
 FOR EXTERIOR WINDOWS,DOORS AND ROOF
 COVER.
 10]COUNTY IMPACT AND CITY RADON FEES ARE
 DUE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 1999-12-28 Cont ID  
Sent By jcaloger Date 1999-12-28 Time 14:41 Rev Time 0.00
Received By lmartine Date 2000-06-03 Time 08:58 Sent To  
Notes
2001-01-08 00:00:00PLANS DO NOT PROVIDE SUFFICIENT CONSTRU-
 CTION INFORMATION.
Review Stop E ELECTRICAL
Rev No 8 Status P Date 2002-09-04 Cont ID  
Sent By dpalmer Date 2002-09-04 Time 12:29 Rev Time 0.25
Received By dpalmer Date 2002-09-04 Time 12:29 Sent To FIRE
Notes
2002-09-04 00:00:00PLANS RDLINED FOR EGRESS LIGHTING IN
 ROOMS.210-70. OK DV PALMER.
Review Stop E ELECTRICAL
Rev No 7 Status F Date 2002-08-22 Cont ID  
Sent By dpalmer Date 2002-08-22 Time 12:57 Rev Time 0.50
Received By dpalmer Date 2002-08-22 Time 12:54 Sent To  
Notes
2002-08-22 00:00:00*************** UNSAT **************
  
 1)NOTE: PLEASE NOTE THAT ALL HAND DRAWN
 CHANGES ON PLANS MUST EACH BE SIGNED
 AND DATED BY THE ARCH OF RECORD AT EACH
 LOCATION. THIS IS FS/FAC REQ`MENT
 481.221
  
 2)NOTE: PLEASE NOTE PLANS ARE STILL
 MISSING EM /EXIT LTS. AS REQ`D.
  
 3)NOTE: PLEASE NOTE PLANS MISSING SOME
 SWITCHING CONTROL FOR LIGHTS.
 PLEASE SEE FIRE REVIEW COMMENTS FOR
 EXIT AND EM LT LOCATIONS.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL. IF A MEETING IS PREFERRED
 TO GET ALL ITEMS ON THE TABLE AT THE
 SAME TIME PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 6 Status F Date 2002-07-23 Cont ID  
Sent By dpalmer Date 2002-07-23 Time 16:19 Rev Time 0.00
Received By dpalmer Date 2002-07-23 Time 16:19 Sent To  
Notes
2002-07-23 00:00:00**************** UNSAT **************
  
 1)NOTE: PLEASE NOTE THAT THERE IS NOT
 ENOUGH ELECTRICAL INFORMATION FOR
 COMPLETE REVIEW. PLEASE ALSO NOTE THAT
 MORE ELECTRICAL IS REQ`D.
  
 2)NOTE: PLEASE NOTE THAT PLANS ARE REQ`D
 TO BE DONE BY THE ORIG ARCH/ENGINEER
 OF RECORD.471.025/481.221 FS.
  
 3)NOTE: PLEASE NOTE THAT IF LEFT AS A
 REVISION, ALL REVIEWS TO BE DONE UNDER
 99 NEC AND 99 LOCAL AMENDMENTS.
  
 PLEASE SUBMIT THE ABOVE CORRECTIONS 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 5 Status P Date 2001-04-27 Cont ID  
Sent By dpalmer Date 2001-04-27 Time 12:51 Rev Time 0.00
Received By dpalmer Date 2001-04-27 Time 12:50 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 4 Status F Date 2001-02-27 Cont ID  
Sent By dpalmer Date 2001-02-27 Time 14:47 Rev Time 0.00
Received By dpalmer Date 2001-02-27 Time 14:47 Sent To  
Notes
2001-02-27 00:00:00****************** UNSAT **************
  
 1)NOTE: PLEASE SEE SHEET E1.0, PLANS
 SHOW SEPARATE SERVICES BETWEEN THE TWO
 CENTER BAYS , PLEASE SHOW CLARIFICATION
 ON TENANT SEPARATION. PLANS DON'T
 SHOW THE REQ`D TWO(2) HR FIRE WALL UP TO
 ROOF DECK. 230-2.230-72
  
 2)NOTE: PLEASE SEE E-1.0 PLANS HAVE BOTH
 1ST AND 2ND FLOOR LABELED 2ND FLOOR??
 PLEASE CORRECT.
  
 3)NOTE: PLEASE PROVIDE CLARIFICATION
 FOR MAINS, PANELS ARE SHOWN AS HAVING
 MCB AND YET THERE ARE MAIN DISCONNECTS
 ON OUTSIDE OF BLDG.??WHICH ONE OR IS IT
 BOTH?
  
 4)NOTE: PLEASE PROVIDE CLARIFICATION
 FOR MEANS OF EGRESS LIGHTING FOR STAIR
 TRAVEL UP AND DOWN? 3-WAY SWITCHES????
  
 5)NOTE: PLEASE NOTE PER LOCAL AND COUNTY
 WIDE CODE, OUTLET SPACING IS TO MEET
 20` OF WALL,INSTORAGE SPACE 210-50
  
 6)NOTE:PLEASE SHOW BRANCH CIRCUIT #`S
 ON PLANS THAT CORRELATE TO SUBMITTED
 PANEL SCHEDULES.
  
 7)NOTE: PLEASE SUBMIT AIC RATINGS FOR
 ALL NEW EQUIPMENT BEING INSTALLED.
 MAINS/PANELS/BREAKERS MUST BE RATED FOR
 THE AVAILABLE FAULT CURRENT PER 110-9.
  
 8)NOTE: PLEASE NOTE EQUIPMENT GROUNDING
 CONDUCTOR REQ`D AFTER FIRST MEANS OF
 DISCONNECT. 250-122
  
 9)NOTE PLEASE SHOW ALL SERVICE CONDUCTOR
 -S RISER/METER ECT. 215-5
  
  
 PLEASE SUBMIT ALL 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 3 Status F Date 2000-08-02 Cont ID  
Sent By dpalmer Date 2000-08-02 Time 11:23 Rev Time 0.00
Received By dpalmer Date 2000-08-02 Time 11:23 Sent To  
Notes
2001-01-08 00:00:00************** UNSAT *******************
  
 1)NOTE: NOTES STILL NOT ADDRESSED???????
  
 CALLED AND LEFT MESSAGE FOR RETURN CALL
 FOR EXPLANATION.
  
 2)NOTE: SUBMIT LOAD CALCULATIONS UNDER
 ART;220 OF THE NEC.
 SHOW ALL CONTINUOUS LOADS AT 125% ETC.
 STILL MISSING ELECTRICAL REQ`D FOR
 SECOND FLOOR MISSING FROM E-DRAWINGS.
  
  
 PLEASE SUBMIT ALL THE INFORMATION ASKED
 FOR FROM PREVIOUS NOTES AND THESE NOTES.
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2000-05-26 Cont ID  
Sent By dpalmer Date 2000-05-26 Time 16:44 Rev Time 0.00
Received By dpalmer Date 2000-05-26 Time 16:43 Sent To  
Notes
2001-01-08 00:00:00SAME AS FIRST SET OF NOTES.
 IT APPEARS THAT NO CHANGES HAVE BEEN
 MADE.
 PLEASE SUBMIT THE INFORMATION ON ORIG.
 NOTES FOR REVIEW, IF THERE ARE ANY
 QUESTIONS PLEASE CALL 659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 1 Status F Date 1999-12-07 Cont ID  
Sent By dpalmer Date 1999-12-07 Time 06:18 Rev Time 0.00
Received By dpalmer Date 1999-12-07 Time 06:18 Sent To  
Notes
2001-01-08 00:00:00**************UNSAT********************
  
 1)NOTE:SUBMIT AIC RATING OF ALL
 EQUIPMENT MAINS/BRKRS ETC. AS PER 110-9
 215-5
  
 2)NOTE:AS PER 250-81 BLDG.STEEL IS ALSO
 TO BE INCLUDED AS PART OF THE GROUNDING
 ELECTRODE SYSTEM.
  
 3)NOTE:SHOW SECOND FLOOR ON PLANS AS
 EITHER EXISTING OR FUTURE.
  
 4)NOTE:PLANS DO NOT CORRELATE WITH
 EACHOTHER. THE ONE SMALL SET ATTACHED TO
 FRONT OF PLANS SHOW ALL MAIN DISCS BEING
 GROUPED FROM MAIN SERVICE. PLANS FROM
 E-1.0 SHOW SEPARATE METERS,DISCS ON THE
 BACK OF EACH UNIT???? WHICH ONE ?????
  
  
 PLEASE SUBMIT ALL THE ABOVE INFORMATION
 FOR REVIEW. IF ANY QUESTIONS,,,,
 659-8096 EXT 8372
Review Stop ENG ENGINEERING CSD
Rev No 5 Status P Date 2001-05-23 Cont ID  
Sent By mamini Date 2001-05-23 Time 10:39 Rev Time 2.00
Received By mamini Date 2001-05-23 Time 10:38 Sent To  
Notes
2001-05-23 00:00:00PASSED WITH PROVISOS:
 1. PER OUR MEETING WITH THE OWNER AND
 THE ARCHITECT, H.C PARKING SHOULD BE
 RELOCATED IN ORDER TO PROVIDE MINIMUM OF
 3'- 0" WIDTH ROUTE TO BUILDINGS AND IT
 SHOULD INCLUDE A MINIMUM OF 60" ACCESS
 AISLE.
Review Stop ENG ENGINEERING CSD
Rev No 4 Status F Date 2001-04-27 Cont ID  
Sent By mamini Date 2001-04-27 Time 09:27 Rev Time 1.00
Received By mamini Date 2001-04-27 Time 08:57 Sent To  
Notes
2001-04-27 00:00:00FAILED:
 1. PLEASE REFER TO PREVIOUS REVIEW
 COMMENTS DATED 3/7/01.
 IF ANY QUESTION PLEASE CONTACT 561-659-
 8096 EXT. 8492
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2001-03-07 Cont ID  
Sent By mamini Date 2001-03-07 Time 09:42 Rev Time 2.00
Received By mamini Date 2001-03-07 Time 09:00 Sent To  
Notes
2001-03-07 00:00:00FAILED:
 DUMPSTER ENCLOSURE MUST BE CONSTRUCTED
 PER CITY OF WPB STANDARD.DESIGNER TO
 CONSIDER SAFETY WHEN LOCATING THE
 DUMPSTER SITE.THE OPENING OF THE
 DUMPSTER ENCLOSURE MUST BE ANGLED SO
 THAT A 40' LONG TRUCK WITH THE FORKS
 EXTENDED CAN APPROACH THE OPENING
 WITHOUT TURNING A SHARP TURN OR
 INTERRUPTING THE FLOW OF TRAFFIC.SEE
 ATTACHED STANDARD
 2. ALL DRIVEWAY APPROACHES MUST BE
 CONSTRUCTED PER CITY OF WPB STANDARD.
 SEE ATTACHED STANDARD
 3. ALL BROKEN SIDEWALK, CURB (& GUTTERS)
 ALONG THE PROPERTY (ALL SIDES) MUST BE
 REPLACED.
 4. PROVIDE POLLUTION PREVENTION PLAN AS
 STATED IN PREVIOUS REVIEW AND SHOW
 DETAILS.ALSO SHOW TRUCK WASHOUT AREA
 FOR TRUCK LEAVING THE SITE DURING
 CONSTRUCTION.
 5. PROVIDE DETAILS FOR WATER, SANITARY,
 SANITARY CLEAN OUT, IRRIGATION.ALSO
 SHOW THE LOCATIONS.
 6. SHOW DETAILS FOR STORM WATER
 STRUCTURES AND TYPE USED.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2000-05-24 Cont ID  
Sent By mgonzale Date 2000-05-24 Time 14:57 Rev Time 2.00
Received By mgonzale Date   Time   Sent To  
Notes
2001-01-08 00:00:00FAILED SINCE IN PREVIOUS REVISION
 A UNITY OF TITLE IS REQUESTED AND IT
 HAS NOT BEEN PROVIDED.
  
 ON THE PAVING AND DRAINAGE PLAN
 PERVIOUS AND IMPREVIOUS CALCULATIONS
 MUST BE PROVIDED.
  
 A POLLUTION CONTROL PLAN MUST BE
 SUPPLIED ASWELL.
  
 ALL COMMENTS ON STORM WHERE PROVIDED
 ON PREVIOUS SUBMITTAL.
  
 THIS PERMIT HAS BEEN DESCRIBED AS
 "NEW CONSTRUCTION OF STRUCTURE ONLY"
  
 NO DUMPSTER DETAIL HAS BEEN PROVIDED.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 1999-12-27 Cont ID  
Sent By dlauderm Date 1999-12-27 Time 09:25 Rev Time 0.50
Received By mgonzale Date 1999-12-27 Time 09:20 Sent To  
Notes
2001-01-08 00:00:00FAILED.NEED THE FOLLOWING INFORMATION
 SUPPLIED:
 NEED UNITY OF TITLE FOR PROPERTY TO THE
 NORTH (LOTS 1 & 2) WITH THIS PROPERTY.
 OWNER WANTS TO CROSS IT FOR WATER AND
 SANITARY HOOK-UPS.
 STORM WATER REQUIREMENTS:
 TO OBTAIN A CONSTRUCTION PERMIT THE
 FOLLOWING MUST BE SUBMITTED SIGNED AND
 SEALED BY A FLORIDA PROFESSIONAL
 ENGINEER (PE).
 1. CONSTRUCTION PLANS
 2. DETAILS AND SPECIFICATIONS
 3. HYDRAULIC COMPUTATIONS AND SUPPORTING
 DOCUMENTATION
 4.IMPERVIOUS AREA COMPUTATIONS
 5.POLLUTION PREVENTION PLAN.THE
 POLLUTION PREVENTION PLAN SHALL BE KEPT
 ON SITE AT ALL TIMES DURING
 CONSTRUCTION. THE PLAN SHALL BE
 INSTALLED IN THE FIELD PRIOR TO ANY
 EARTHWORK. THE ENGINEER OF RECORD SHALL
 CERTIFY TO THE CITY, ON A MONTHLY BASIS,
 THAT THE PLAN IS WORKING PROPERLY AND AS
 DESIGNED. THE ENGINEER OF RECORD IS
 RESPONSIBLE TO CERTIFY IMPLEMENTATION
 OF THE PROVISIONS OF CITY ORDINANCE NO.
 3132-98 OF THE CITY CODE AT SUCH TIME
 THE PERMITTEE APPLIES FOR A CERTIFICATE
 OF OCCUPANCY FROM THE CITY BUILDING
 OFFICIAL.
 6.EVERY SIX MONTHS AFTER CONSTRUCTION A
 PE SHALL CERTIFY THAT THE PERMANENT
 POLLUTION PREVENTION STRUCTURES, DRY-WET
 WATER DETENTION FACILITIES, AND
 EXFILTRATION SYSTEMS ARE WORKING AS
 DESIGNED AND ARE IN GOOD OPERATING
 CONDITION. ALL CERTIFICATIONS MUST BE
 SUBMITTED TO:
 STORM WATER UTILITY ENGINEER
 CITY OF WEST PALM BEACH PUBLIC UTILITIES
 DEPARTMENT
 P.O. BOX 3366, WEST PALM BEACH, FL 33402
 THE CERTIFICATION MUST INCLUDE THE
 BUILDING PERMIT NUMBER, THE ADDRESS OF
 THE PROPERTY AND THE NAME OF THE
 ESTABLISHMENT/PROJECT CONSTRUCTED.
 NO DUMPSTER SITE SHOWN.MUST MEET THE
 FOLLOWING;
 GARBAGE PICK-UP:
 STATE IF GARBAGE IS TO BE PICKED UP BY
 CITY OR IF IT IS PRIVATE PICKUP, IF TO
 BE PICKED UP BY THE CITY THEN THE
 FOLLOWING REQUIREMENTS MUST BE MET:
 1.DUMPSTER MUST HAVE A MINIMUM OF 12'-6"
 OPENING BETWEEN THE GATE POSTS.
 2.INTERIOR DIMENSIONS OF THE ENCLOSURE
 MUST BE A MINIMUM OF 12'-6" WIDE AND 12'
 DEEP.A CONCRETE PARKING STOP BARS 10'
 LONG MUST BE CENTERED (FROM GATES) AND
 INSTALLED 18" FROM THE BACK WALL.
 STEEL BARS WILL BE DRILLED THRU THE STOP
 BAR AND INTO THE INTERIOR FLOOR OF THE
 ENCLOSURE TO STOP THE BAR FROM MOVING
 WHEN THE DUMPSTER IS SET INSIDE.
 3.THE OPENING OF THE DUMPSTER ENCLOSURE
 MUST BE ANGLED SO THAT A 40' LONG TRUCK
 WITH THE FORKS EXTENDED CAN APPROACH THE
 OPENING AND PICK UP THE DUMPSTER WITHOUT
 TURNING A SHARP TURN.
 4.THE TRUCK NEEDS TO HAVE NO LESS THAN A
 16' HIGH VERTICAL CLEARANCE AREA FOR THE
 TRUCK TO PICK UP THE DUMPSTER. THE CLEAR
 AREA MUST OVER THE DUMPSTER AND WHERE
 THE TRUCK WILL BE STOPPED TO UNLOAD THE
 DUMPSTER.
 5.THE TRUCK NEEDS TO HAVE NO LESS THAN
 14' HIGH VERTICAL CLEARANCE AND 12'
 HORIZONTAL CLEARANCES FOR THE TRUCK TO
 DRIVE THROUGH.
 6.IT IS STRONGLY SUGGESTED THAT YOU ADD
 A RECYCLING CENTER TO YOUR DUMPSTER
 ENCLOSURE.
 7.SEE ATTACHED STANDARD DETAIL FOR
 FURTHER INFORMATION.
Review Stop FIRE FIRE DEPARTMENT
Rev No 7 Status P Date 2002-09-17 Cont ID  
Sent By mcarsill Date 2002-09-17 Time 09:53 Rev Time 0.00
Received By mcarsill Date 2002-09-17 Time 09:52 Sent To  
Notes
2002-09-17 00:00:001) MEANS OF EGRESS SHALL BE MAINTAINED
 AT ALL TIMES.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 6 Status P Date 2002-09-05 Cont ID  
Sent By mcarsill Date 2002-09-05 Time 13:14 Rev Time 0.00
Received By mcarsill Date 2002-09-05 Time 13:14 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status F Date 2002-08-22 Cont ID  
Sent By dpalmer Date 2002-09-04 Time 12:31 Rev Time 0.00
Received By mcarsill Date 2002-08-22 Time 14:48 Sent To  
Notes
2002-08-22 00:00:001) PLANS DO NOT INDICATE EMERGENCY
 LIGHTS OR EXIT SIGNS.
  
 2) NO DETAILS ON HOW THE WALLS WILL
 BE CONSTRUCTED.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2001-05-16 Cont ID  
Sent By mcarsill Date 2001-05-16 Time 08:55 Rev Time 0.00
Received By mcarsill Date 2001-05-16 Time 08:55 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2001-04-26 Cont ID  
Sent By mcarsill Date 2001-04-26 Time 07:55 Rev Time 0.00
Received By mcarsill Date 2001-04-26 Time 07:55 Sent To  
Notes
2001-04-26 00:00:001) NOTE ON SECOND FLOOR INDICATES
 TYPICAL ONE HOUR DOOR WITH CLOSURE.
 DOOR SCHEDULE INDICATES 02 DOORS
 WITHOUT A RATING PLEASE CORRELATE.
 2) STORAGE AND MERCANTILE OCCUPANCIES
 TO BE SEPARATED FROM ONE ANOTHER BY
 AT LEAST ONE HOUR FIRE SEPARATION.
 3) EXIT SIGNS AND EMERGENCY LIGHTING
 NEEDED ON SECOND FLOORS.
  
 CAPTAIN MIKE CARSILLO
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2001-03-06 Cont ID  
Sent By mcarsill Date 2001-03-06 Time 12:50 Rev Time 0.00
Received By mcarsill Date 2001-03-06 Time 12:50 Sent To  
Notes
2001-03-06 00:00:001) EXISTING FIRE HYDRANTS NOT SHOWN ON
 SITE PLAN.
 2) BUILDING ADDRESS NOT SHOWN ON
 ELEVATION DRAWINGS. BUILDING ADDRESS TO
 COMPLY WITH CITY CODE REQUIREMENTS.
 3) IN CLASS C MERCANTILE OCCUPANCIES,
 A MINIMUM OF TWO EXITS ARE REQUIRED.
 ADDITIONAL EXIT SIGNS ARE REQUIRED ABOVE
 REAR EXIT DOORS.
 4) IF SECOND FLOOR IS USED FOR STORAGE,
 IT MUST BE SEPARATED BY AT LEAST ONE
 HOUR FROM THE FIRST FLOOR AND ALL
 OPENINGS MUST BE PROTECTED WITH RATED
 FIRE DOORS EQUIPPED WITH SELF-CLOSING
 DEVICES.
 5) NO INTERIOR FINISH INFORMATION
 PROVIDED WITH PLANS.
 6) TENANT SEPARATIONS TO COMPLY WITH
 BUILDING CODE REQUIREMENTS.
  
 CAPTAIN MIKE CARSILLO
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 1999-12-03 Cont ID  
Sent By rturnque Date 1999-12-03 Time 09:31 Rev Time 0.20
Received By rturnque Date   Time   Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2002-05-06 Cont ID  
Sent By pkrauss Date 2002-05-06 Time 11:00 Rev Time 0.40
Received By pkrauss Date 2002-05-06 Time 11:00 Sent To  
Notes
2002-05-06 00:00:00MECHANICAL PERMIT 02031921
Review Stop M MECHANICAL (A/C)
Rev No 4 Status N Date 2001-05-09 Cont ID  
Sent By pkrauss Date 2001-05-09 Time 12:14 Rev Time 0.25
Received By pkrauss Date 2001-05-09 Time 12:04 Sent To  
Notes
2001-05-09 00:00:00********************DENIED**************
  
 INSUFFICIENT INFORMATION FOR MECHANICAL
 REVIEW, PLEASE PROVIDE PLANS WITH
 MECHANCIAL PERMIT APPLICATION.
  
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT
 PATTY KRAUSS AT 659-8096EXT. 8388.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status N Date 2001-02-22 Cont ID  
Sent By pkrauss Date 2001-02-22 Time 15:48 Rev Time 0.35
Received By pkrauss Date 2001-02-22 Time 15:48 Sent To  
Notes
2001-02-22 00:00:00****************DENIED******************
  
 NO MECHANICAL PLANS SUBMITTED.SUBMIT P
 LANS WITH MECHANICAL PERMIT APPLICATION.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status N Date 2000-07-25 Cont ID  
Sent By cthirben Date 2000-07-25 Time 11:04 Rev Time 1.00
Received By cthirben Date 2000-07-25 Time 11:03 Sent To  
Notes
2001-01-08 00:00:00UNSAT:
 NO MECHANICAL PLANS SUBMITTED FOR REVIEW
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 1999-12-15 Cont ID  
Sent By ndenmark Date 1999-12-15 Time 06:50 Rev Time 0.33
Received By ndenmark Date 1999-12-15 Time 06:50 Sent To  
Notes
2001-01-08 00:00:00******NO MECHANICAL DETAILS PROVIDED****
 PROVIDE DETAILS FOR MECHANICAL REVIEW
 AT TIME OF MECHANICAL PERMIT APPLICATION
 INCLUDE BATH EXHAUST, AIR DISTRIBUTION,
 EQUIPMENT SIZES, OUTSIDE AIR CALCULATION
 W/ AIR BALANCE SCHEDULE, AND FIRE PROTEC
 TION REQUIREMENTS FOR EQUIPMENT SHUTDOWN
 AND FIRE SEPARATION REQUIREMENTS OF
 SPACES.
Review Stop P PLUMBING
Rev No 10 Status P Date 2002-08-06 Cont ID  
Sent By kstevens Date 2002-08-06 Time 08:04 Rev Time 0.00
Received By kstevens Date 2002-08-06 Time 08:04 Sent To  
Notes
2002-08-06 00:00:00REVISION FOR WATER METER AND WATER
 SERVICE CHANGE - SIGNED/SEALED LETTER.
Review Stop P PLUMBING
Rev No 9 Status F Date 2002-08-05 Cont ID  
Sent By kstevens Date 2002-08-05 Time 16:56 Rev Time 0.00
Received By kstevens Date 2002-08-05 Time 16:56 Sent To  
Notes
2002-08-05 00:00:00DENIED
  
 CHANGES TO A SIGNED AND SEALED SHALL BE
 SIGNED AND SEALED ALSO. LETTER SUBMITTED
 7-29-02 SHALL BE SIGNED AND SEALED BY
 ENGINEER/ARCHITECT OF RECORD.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop P PLUMBING
Rev No 8 Status F Date 2002-07-17 Cont ID  
Sent By kstevens Date 2002-07-17 Time 11:06 Rev Time 0.00
Received By kstevens Date 2002-07-17 Time 11:06 Sent To  
Notes
2002-07-17 00:00:00DENIED
 REFERENCE: SPC-94
  
 1) PLEASE SUBMIT PLANS THAT ARE SIGNED
 AND SEALED BY THE ARCHITECT OF RECORD.
 2) TOILET ROOM SHALL SHOW ALL DIMENTIONS
 AND SHOW DETAIL FOR COMPLIANCE WITH
 FACBC-97 FOR TOILET ROOM AND ALL FIXTUR-
 ES. SEC 4.22 AND ALL SUBSECTIONS. SHOW
 UNOBSTURCTED 5' TURNING RADIUS. W/C
 SHALL NOT INTRUDE INTO TURNING RADIUS.
 3) SHOW LOCATION AND DETAIL FOR DRINKING
 FOUNTAIN. COMPLY WITH 4.15 AND ALL SUB-
 SECTIONS, AND 4.1.3(10)(A) FOR THOSE WHO
 HAVE DIFFICULITY BENDING OR STOOPING.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop P PLUMBING
Rev No 7 Status P Date 2001-06-08 Cont ID  
Sent By pschmitz Date 2001-06-08 Time 13:22 Rev Time 1.00
Received By pschmitz Date   Time   Sent To  
Notes
2001-06-08 00:00:00PLUMBING PLAN REVIEW 7TH TIME,PROVISO.
 (1)SHT A4 ROOF DRAINAGE, 6" GUTTER ,
 8" DOWMSPOUT,CONNECTED TO SITE STORM.
 (2) SHT P1,WATER AND SANITRY SEWER AT
 EACH FUTURE TENNANT SPACE,SHELL ONLY.
 (3) EA FUTURE TENNANT SPACE TO PROVIDE
 1-W/C,1-LAV,1-D/F.TO COMPLY WITH FACBC97
 SEC 4.16 CLEAR FLR SPACE FOR W/C, SEE
 FIGURE 28, PG 107.
 END OF COMMENTSPAUL SCHMITZ
 QUESTIONS 561-659-8096X8233
Review Stop P PLUMBING
Rev No 6 Status F Date 2001-05-29 Cont ID  
Sent By pschmitz Date 2001-05-29 Time 19:16 Rev Time 2.00
Received By pschmitz Date   Time   Sent To  
Notes
2001-05-29 00:00:00PLUMBING PLAN REVIEW 6TH TIME DENIED
 THIS PERMIT WILL NOT BE ISSUED UNTIL ALL
 COMMENTS ARE ADDRESSED.
 (1) SHT A-5 PROVIDE INFORMATION ON
 ROOF DRAINAGE,GUTTER AND DOWN SPOUTS,
 SIZE AND NUMBER.SPC 94 SEC 1101.2
 (2)DWV ISOMETRIC FOR EA PLUMBING
 FIXTURE, WITH PIPE SIZES SPC94 SEC 104.3
 (3) SHT A-6,A-10 H/C REST RM'S COMPLY
 WITH FACBC 97 SEC 4.16& FIG 28.
 SHOW SCALE OF DETAIL,CLEAR FLR SPACE.
 (4) SHT A-6 COMPLY W/FACBC 97 SEC 4.15.5
 & FIG 27,FOR A H/C DRINKING FOUNTAIN.
 (5) SHT P-1.0 SHOW LOCATION & TYPE OF
 BACK FLOW PREVENTER. SPC-97 SEC 606.
 END OF COMMENTS PAUL SCHMITZ
 QUESTIONS 561-659-8096X 8233
Review Stop P PLUMBING
Rev No 5 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By kstevens Date 2002-07-17 Time 11:04 Sent To  
Notes
2001-05-05 00:00:00DENIED 5TH TIME, PLEASE ADDRESS
 PREVIOUS NOTES DATED 03-02-01 BY JHL
 END OF COMMENTS PAUL SCHMITZ
 QUESTIONS 561-659-8096 X 8233
Review Stop P PLUMBING
Rev No 4 Status F Date 2001-03-02 Cont ID  
Sent By jleech Date 2001-03-02 Time 15:14 Rev Time 1.00
Received By jleech Date 2001-03-02 Time 15:14 Sent To  
Notes
2001-03-02 00:00:00DENIED;
  
 1.HANDICAP BATHROOMS MUST COMPLY WITH
 FACBC 4.17.3.SHOW REQUIRED TURNING
 SPACE IN TOILET ROOM.
  
 2.SHOW HOW ROOF WILL DISCHARGE RAIN
 WATER FROM ROOF.
  
 3.SUBMIT SANITARY AND WATER DIAGRAMS FOR
 PLUMBING WORK TO BE INSTELLED UNDER
 THIS PERMIT. COUNTY AMENDMENTS TO SPC
 104.2.1.
  
 4.DRINKING FOUNTAINS ARE REQUIRED IN
 EACH BAY PER SPC TABLE 407. FOUNTAINS
 SHALL COMPLY WITH FACBC 4.1.3 (10) AND
 4.L15
  
 5.SHOW UNDER GROUND. STORM DRAINAGE,
 BUILDING SEWER, WATER LINES AND
 BACKFLOW PREVENTER ETC.
  
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 659-8096 EXT.8377
Review Stop P PLUMBING
Rev No 3 Status F Date 2000-08-09 Cont ID  
Sent By tlarge Date 2000-08-09 Time 18:55 Rev Time 0.65
Received By tlarge Date 2000-08-09 Time 18:45 Sent To  
Notes
2001-01-08 00:00:001)ALL PLANS SHALL BE SIGNED AND SEALED
 PER COUNTYWIDE AMENDMENTS TO SPC SEC.
 104.2.3.
  
 2)SUBMIT SANITARY AND WATER DIAGRAMS FOR
 PLUMBING WORK TO BE INSTALLED UNDER THIS
 PERMIT.COUNTYWIDE AMENDMENTS TO SPC SEC.
 104.2.1.
  
 3)SUBMIT SQUARE FOOTAGE OF EACH BAY.SHOW
 LXW TO ENSURE COMPLIANCE W/SPC TABLE 407
  
 4)DRINKING FOUNTAINS ARE REQD.IN EACH
 BAY PER SPC TABLE 407.FOUNTAINS SHALL
 COMPLY W/FACBC SEC.4.1.3.(10)(A),4.15.
 PROVISIONS SHALL BE MADE FOR PEOPLE WHO
 HAVE TROUBLE BENDING OR STOOPING.
  
 5)GRAB BARS ALONGSIDE WATER CLOSETS
 SHALL BE 42" PER FACBC 4.16.4.(THE
 HANDICAP DETAILS ON SHT.A-6.0 ARE FOR A
 STALL AND DO NOT COMPLY W/FACBC.COMPLY
 W/FACBC SEC.4.16.
  
 6)SHOW REQD.WHEELCHAIR TURNING SPACE IN
 TOILET ROOMS PER FACBC SEC.4.2.3.
Review Stop P PLUMBING
Rev No 2 Status F Date 2000-05-20 Cont ID  
Sent By pschmitz Date 2000-05-20 Time 13:22 Rev Time 2.00
Received By pschmitz Date   Time   Sent To  
Notes
2001-01-08 00:00:00PLUMBING PLAN REVIEW
 2ND TIME DENIED
 (1) SUBMIT DWV AND WATER LINE DIAGRAMS,
 SHOW LOCATION OF BACK FLOW PREVENTER,
 WATER HEATERS,AND SEPERATE WATER SUPPLY
 TO EACH UNIT WITH SHUT OFF VALVE.
 SPC 94 SEC 101.4.6
 (2) COMPLY WITH FACBC SEC 4.2.3,4.16,
 4.19.3.CLEAR FLOOR SPACE FOR WHEELCHAIR
 IN FRONT OF WATER CLOSET,LAV.
 (3) DRINKING FOUNTAIN REQUIRED FOR EACH
 UNIT SPC 94 TAB 407.
 COMPLY WITH FACBC 4.1.3 (10)(A),4.15.
 END OF COMMENTS
Review Stop P PLUMBING
Rev No 1 Status F Date 1999-12-03 Cont ID  
Sent By tlarge Date 1999-12-03 Time 18:02 Rev Time 0.75
Received By pschmitz Date 1999-12-03 Time 18:02 Sent To  
Notes
2001-01-08 00:00:00SUBMIT WATER AND SANITARY RISER DIAGRAMS
 FOR REVIEW PER COUNTYWIDE AMENDMENTS
 TO SPC SEC.104.2.1.
  
 SHOW REQD.CLEAR FLOOR SPACES FOR WATER
 CLOSET AND LAV AND SHOW REQD.WHEELCHAIR
 TURNING SPACE PER FACBC SEC.4.2.3.,4.16,
 4.19.3.
Review Stop Z ZONING
Rev No 4 Status P Date 2001-05-16 Cont ID  
Sent By sgraham Date 2001-05-16 Time 08:57 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
2001-05-16 00:00:00PROVISO: MOVE HC SPACE TO BE CENTRAL TO
 BOTH BUILDING
 2. DOOR OPENING UP INTO SEPARATE PARCEL
Review Stop Z ZONING
Rev No 3 Status F Date 2001-03-20 Cont ID  
Sent By sgraham Date 2001-03-20 Time 11:51 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
2001-03-20 00:00:00SEE ATTACHED LIST LANDSCAPE ARCHITECT
Review Stop Z ZONING
Rev No 2 Status F Date 2000-05-16 Cont ID  
Sent By gjoyce Date 2000-05-16 Time 09:05 Rev Time 0.25
Received By gjoyce Date   Time   Sent To  
Notes
2001-01-08 00:00:00DOES NOT MEET PARKING REQUIREMENTS
Review Stop Z ZONING
Rev No 1 Status F Date 1999-11-09 Cont ID  
Sent By gjoyce Date 1999-11-09 Time 09:23 Rev Time 0.25
Received By gjoyce Date   Time   Sent To  
Notes
2001-01-08 00:00:00NEEDS CONCURRENCY


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