Plan Review Details - Permit 01101295
Plan Review Stops For Permit 01101295
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2002-03-21 Cont ID  
Sent By jwitmer Date 2002-03-21 Time 15:40 Rev Time 1.50
Received By jwitmer Date   Time   Sent To  
Notes
2002-03-21 00:00:00BUILDING PLAN REVIEW
 PLAN CHECK # 01101295
 4017 PINEWOOD AV
 CITY PROJECT "GYMNASIUM"
 TEL: (561) 848-1988
  
 SBC= 1997 STANDARD BUILDING CODE
 SBC*= AMENDMENTS/ STANDARD BUILDING
 AMENDMENTS
  
 FLORIDA STATE STATUTE 553.80.2(B)
 THE LOCAL GOVERNMENT SHALL IMPOSE, EACH
 TIME AFTER THE THIRD SUCH REVIEW THE
 PLANS ARE REJECTED FOR THE CODE VIOLA-
 TION, A FEE OF FOUR TIMES THE AMOUNT OF
 THE PROPORTION OF THE PERMIT FEE ATTRIB-
 UTED TO PLAN REVIEW.
  
 THE CHECKLIST FROM 11/14/01 IS UNCHANGED
 ALL COMMENTS (10) ARE TO BE ADDRESSED.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561)659-8096 X 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-11-14 Cont ID  
Sent By jwitmer Date 2001-11-14 Time 07:07 Rev Time 7.00
Received By jwitmer Date 2001-11-14 Time 07:07 Sent To  
Notes
2001-11-14 00:00:00BUILDING PLAN REVIEW
 PLAN CHECK# 01101295
 4017 PINEWOOD AV
 CITY PROJECT "GYMNASIUM"
 TEL: (561) 848-1988
  
 SBC= 1997 STANDARD BUILDING CODE
 SBC*= AMENDMENTS/ STANDARD BUILDING CODE
  
 **** PLANS SUBMITTED AFTER JAN. 1,2002
 FOR PERMIT APPLICATION WILL BE REVIEWED
 UNDER THE 2001 FLORIDA CODE.******
  
 1)- SBC 104.2.2 ADD INFORMATION REQUIRED
 A CURRENT SURVEY INDICATE THE PROPOSED
 LOCATION OF BUILDING ON SURVEY FOR TABLE
 600 ISSUES.
  
 2)- SBC 1804.2.7.2(3) SOILS REPORT/ WITH
 THE MINIMUM SOIL BEARING VALUE.
  
 3)- ENERGY CALCULATIONS WITH MANUAL "J"
  
 4)- A SITE PLAN WITH HANDICAPPED INDICA-
 TING AN ACCESSIBLE ROUTE FROM CURB FOR
 (PUBLIC TRANSPORTATION) AND FROM THE
 HANDICAPPED PARKING SPACES.
 INDICATE WHAT AREAS ARE TO BE ACCESS
 IBLE, FOR AXAMPLE FROM THE EXTERIOR
 HANDICAPPED RESTROOMS TO THE RECEPTION
 AREA DO YOU GO BACK OUT TO THE CITY SIDE
 WALKS OR ARE THERE OTHER EGRESS PATHS
 NOT INDICATED?
  
 5)- S.S.553.79.(5A) THIS BUILDING
 QUALIFIES AS A THRESHOLD BUILDING.
 THE OCCUPANT LOAD OF THE GYM, 704 PEOPLE
 QUALIFIES THIS BUILDING AS A THRESHOLD
 BUILDING.
 A) A THRESHOLD INSPECTION PLAN WILL
 BE REQUIRED TO BE FILED WITH THE
 BUILDING DEPARTMENT. THE ENFORC-
 ING AGENCY SHALL REQUIRE A SPEC-
 IAL INSPECTOR TO PREFORM STRUCTUR
 AL INSPECTIONS ON A THRESHOLD
 BUILDING PURSUANT TO A STRUCTURAL
 INSPECTION PLAN PREPARED BY THE
 ENGINEER OR ARCHITECT OF RECORD.
 THE STRUCTURAL INSPECTION PLAN
 MUST BE SUBMITTED TO AND APPROVED
 BY THE ENFORCING AGENCY PRIOR TO
 THE ISSUANCE OF THE PERMIT FOR
 THE CONSTRUCTION OF THE THRESHOLD
 BUILDING.
 B)- THE THRESHOLD INSPECTOR SHALL
 MEET WITH ASSISTANT BUILDING OFF-
 ICAL DON NEELY FOR APPROVAL.
 C)- (3) SETS OF PLANS WILLBE REQUIRED
 FOR THE PERMITED SET.
  
 5)- MISSINGINFORMATION, THE MINIMUM
 BUILDING TYPE FOR OCCUPANCY SMALL ASSEM-
 BLY? SEE SBC TABLE 500, SPRINKLERED/
 PROTECTED?SQ. FT. UNDER ROOF NOT GIVEN
  
 6)- SBC 104.2.2.ADDITIONAL INFORMATIOIN,
 SBC TABLE 600 PROPERTY LINE CAN NOT BE
 ESTABLISHED, NO SURVEY, TABLE 600 % OF
 OPENINGS MAY BE AN ISSUE.
  
 7)- FOOTING SCHEDULE- MISSING T.E.-1
 ON FOOTING SCHEDULE, THERE IS A THICKEN
 EDGE SECTION ON S-4 WHICH IS TO BE USED?
 ONE IS 12" THE THER 16" VERTICALLY?
  
 8)- MISSING IS INFORMATIONM FOR MC1/MC2
 2103.1 ENGINEERED MASONARY DESIGN SHALL
 COMPLY WITH ASCE 530- COLUMNS 5.6.1.4
 VERTICAL COLUMNS MINIMUM NUMBER OF BARS
 SHALL BE FOUR.
  
 9)- SBC TABLE 1606. IMPORTANCE FACTOR OF
 1.15 TO BE A USE FACTOR, OCCUPANT LOAD
 =>300.
  
 10)-SBC 1606.2.6.2 COMPONENTS & CLADDING
 (3) PRODUCT APPROVAL REPORTS WILL BE RE-
 QUIRED FOR THE FOLLOWING ITEMS:
 A) EXTERIOR WINDOWS
 B) EXTERIOR DOORS
 C) ROLL UP OR GARAGE OVERHEAD DOORS
 D) SKYLIGHTS
 E) ROFFING ASSEMBLIES
  
 THE PLANS ARE LACKING SUFFICIENT INFORMA
 TION TO DO A THOROUGH PLAN REVIEW AT
 THIS TIME. THE QUESTIONS RAISED UNDER
 THIS REVIEW WILL RAISE ADDITIONAL
 QUESTIONS NOT ABLE TO BE ANSWER PRESENT-
 LY.
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 X 8412
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2001-10-30 Cont ID  
Sent By dpalmer Date 2001-10-30 Time 23:01 Rev Time 0.00
Received By dpalmer Date 2001-10-30 Time 23:01 Sent To  
Notes
2001-10-30 00:00:00************** UNSAT *****************
  
 1)NOTE: PLEASE NOTE THAT PLANS ARE
 NOT COMPLETED FOR COMPLET PLAN REVIEW
 PLEASE NOTE THAT NO LOAD CALCULATIONS
 WERE SUBMITTED? PLEASE SHOW CALCS AND
 ALL CONTINUOUS LOADS AT 125%.215-5 215-2
 230-42, 220 ETC
  
 2)NOTE: PLEASE NOTE WIRE SIZES , CONDUIT
 S ETC.
  
 PLEASE COMPLETE AND SUBMIT FOR REVIEW.
 IF THERE ARE ANY QUESTIONS, PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2001-10-30 Cont ID  
Sent By mamini Date 2001-10-30 Time 08:48 Rev Time 3.00
Received By mamini Date 2001-10-30 Time 08:48 Sent To  
Notes
2001-10-30 00:00:00FAILED:
 1. INSUFFICENT INFORMATIONS FOR CIVIL
 ENGINEERING REVIEW, PLEASE SUBMIT CIVIL
 PLANS FOR OUR REVIEW AND APPROVAL.
 2. CIVIL PLANS SHOULD INCLUDE STORM
 WATER CALCULATIONS FOR ENTIRE SITE,
 UNDERGROUND UTILITIES, PAVEMENTS AND
 POLLUTION PREVENTION PLANS.
 3. PLEASE INCLUDE PERVIOUS & IMPERVIOUS
 CALCULATIONS FOR THE PROPOSED SITE.
 4. WE RECOMMEND A SEPARATE PERMIT
 APPLICATIONS FOR SITE WORKS.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2001-10-23 Cont ID  
Sent By mcarsill Date 2001-10-23 Time 13:03 Rev Time 0.00
Received By mcarsill Date 2001-10-23 Time 13:03 Sent To  
Notes
2001-10-23 00:00:001) BUILDING ADDRESS REQUIRED PER CITY
 CODE 3343-00.
 2) PLEASE INDICATE FIRE HYDRANT
 LOCATIONS ON SITE PLAN.
 3) NO FIRE SPRINKLER PLANS OR
 HYDRAULIC CALCULATIONS PROVIDED WITH
 PLANS.
 4) PLEASE PROVIDE MORE DETAILS ON
 BLEACHERS PLANNED FOR USE.
 5) PLEASE PROVIDE INTERIOR FINISH
 CLASSIFICATION INFORMATION FOR WALLS
 AND CEILINGS.
 6) A SMOKE DETECTOR IS REQUIRED ABOVE
 FIRE ALARM CONTROL PANEL, HALL 105.
 ALSO A REMOTE ANNUNCIATOR WILL
 BE REQUIRED BECAUSE THE EAST ENTRY
 PORCH MAY NOT BE FIRE RESCUE POINT
 OF ENTRY.
 7) COULD NOT LOCATE KNOX-BOX.
 8) PROVISIONS ARE TO BE MADE FOR AT
 LEAST TWO HANDICAPPED PERSONS.
 9) ANY COOKING THAT PRODUCES SMOKE OR
 GREASE LADEN VAPORS IN CONCESSION AREA
 TO HAVE AN APPROVED HOOD,DUCT,AND
 EXTINGUISHING SYSTEM.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2002-03-25 Cont ID  
Sent By ndenmark Date 2002-03-25 Time 13:35 Rev Time 0.50
Received By ndenmark Date 2002-03-25 Time 13:35 Sent To  
Notes
2002-03-25 00:00:00***************DENIED*******************
  
 1. OUTSIDE AIR CALCULATIONS FOR
 GYMNASIUM AREA NEEDS TO BE 20 CFM PER
 PER PER ASHRAE 62-89 TABLE 2
 2. FIRE DAMPER LOCATIONS SHALL BE
 INDICATED ON PLANS BY THE DESIGN
 PROFESSIONAL PER 1997 SMC 610.6
 3. PROVIDE TWO SETS OF RAISED SEAL,
 SIGNED DRAWINGS FOR REVIEW
 4. CONDENSING UNITS ON ROOF SHALL BE ON
 APPROVED STANDS MINIMUM 18" CLEARANCE
 BETWEEN ROOF STRUCTURE AND BOTTOM OF
 STAND SUPPORT. SUBMIT STAND DETAIL
 INCLUDING ROOF ATTACHMENT AND ANCHOR
 METHOD FOR UNITS.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2002-03-21 Cont ID  
Sent By pkrauss Date 2002-03-21 Time 15:58 Rev Time 0.30
Received By pkrauss Date 2002-03-21 Time 15:22 Sent To  
Notes
2002-03-21 00:00:00 
 PLEASE SEE COMMENTS DATED 11/05/01
  
 TO HELP EXPEDITE PLAN REVIEW PROCESS
 PLEASE PROVIDE WRITTEN RESPONSES TO
 COMMENTS.
  
 PLANS ARE NOT SIGNED, SEALED & DATED BY
 THE ENGINEER.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2001-11-05 Cont ID  
Sent By pkrauss Date 2001-11-05 Time 13:35 Rev Time 1.00
Received By pkrauss Date 2001-11-05 Time 13:21 Sent To  
Notes
2001-11-05 00:00:00********************DENIED**************
  
  
 PLAN SHEET LS1 NOTE #2, INDICATES 1 HR
 FIRE RATED PARTITION AT MECH ROOMS 111,
 113, & 119.PLANS REFLECT MECH ROOMS
 AS 111 AND 127.PLEASE CORRALATE PLANS
 WITH PLAN NOTES.
  
 FIRE DAMPERS ARE NOT INDICATED ON PLANS.
 PLEASE IDENTIFY ALL FIRE DAMPERS AND
 ACCESS DOORS TO FIRE DAMPERS ON THE
 PLAN SHEET.
  
 IF YOU HAVE ANY QUESTIONS. PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop P PLUMBING
Rev No 2 Status F Date 2002-03-25 Cont ID  
Sent By kstevens Date 2002-03-25 Time 09:52 Rev Time 0.00
Received By kstevens Date 2002-03-25 Time 09:52 Sent To  
Notes
2002-03-25 00:00:00DENIED
 REFERENCE: SPC-94-FACBC-97
  
 1) FROM PREVIOUS REVIEW. - SHT A2-1 REST
 ROOMS #118, #126 H/C STALL TO COMPLY FIG
 30(E) SIZE, LAYOUT, CLEAR FLOOR SPACE,
 DOOR SWING SEC 4.22.2(1).
 2) FROM PREVIOUS REVIEW. - SHT P1,2,3
 SEC 303 MATERIALS FOR DRAIN, WASTE, &
 VENT. WATER PIPE AND RAIN WATER LEADERS.
 3) FROM PREVIOUS REVIEW. - SHT P1,3 PLBG
 NOTE (5) WHA, LOCATION, PLACEMENT AS PER
 MFG INSTRUCTIONS, NOT AT THE HIGH POINT
 OF SYSTEM. 607.8.2
 4) FROM PREVIOUS REVIEW. - SHT P1 PLBG
 NOTE (9) AND DETAIL FOR THE WATER HEATER
 CONFLICT? SEC 104.3
 5) FROM PREVIOUS REVIEW. - SHT P2 PUBLIC
 REST RM'S #119, #121 FLOOR DRAINS REQUIR
 ED, SEC 409.4
 6) FROM PREVIOUS REVIEW. - SHT A3, P2
 PROVIDE CALCULATIONS FOR ROOF DRAINS,
 OVERFLOW DRAINS. 1/2 VERTICAL WALLS,
 DRAIN TERMINATION, PIPE SIZE. SEC 1108,
 1108.3, 1109
 7) SHT M4 HUB DRAIN FOR CONDENSATE NOT
 APPROVED. ALL INDIRECT WASTE SHALL DRAIN
 TO AN APPROVED RECEPTOR, FLOOR SINK.
 SEC 804.5
 8) SHT P2 CONDENSATE LINE SHALL HAVE A
 RELIEF VENT INSTALLED AS CONDENSATE LINE
 EXITS BLDG AND TERMINATE 6" ABOVE GRADE
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop P PLUMBING
Rev No 1 Status F Date 2001-11-11 Cont ID  
Sent By pschmitz Date 2001-11-11 Time 12:14 Rev Time 3.00
Received By pschmitz Date   Time   Sent To  
Notes
2001-11-11 00:00:00PLUMBING PLAN REVIEW, DENIED
 CODE REFERENCE STD PLBG CODE-94
 STANDARD MECHANICAL CODE-97
 FLORIDA ACCESSIBILITY CODE-97
 (1A) SHT A2-1 REST RM'S #118,#126 H/C
 STALL TO COMPLY FIG 30(E) SIZE, LAYOUT.
 DOOR SWING SEC 4.22.2(1).
 (1B) ENTRY TO MEN & WOMENS REST RM'S TO
 COMPLY W/SEC 4.13.6 & FIG. 25 DOOR SWING
 (2) SHT P1,2,3 SEC 303 MATERIALS, LIST
 TYPES OF MATERIALS FOR DRAIN WASTE,VENT.
 WATER PIPE AND RAIN WATER LEADERS.
 (3)SHT P1,3 PLBG NOTE (5) WHA, LOCATION,
 PLACEMENT AS PER MFG INSTRUCTIONS, NOT
 AT THE HIGH POINT OF SYSTEM.607.8.2
 (4) SHT P1,PLBG NOTE (9) AND DETAIL FOR
 THE WATER HEATER, CONFLICT? SEC 104.3
 (5) SHT P1 PLBG NOTE (10) TYPE OF BACK
 FLOW PREVENTER SHALL BE A RPZV SEC 606.
 (6) SHT P2 PUBLIC REST RM'S #119.#121
 FLR DRAINS REQUIRED, SEC 409.4
 (7) SHT A3,P2PROVIDE CALCULATIONS FOR
 ROOF DRAINS,OVERFLO DRAINS, 1/2 VERTICAL
 WALLS, DRAIN TERMINATION, PIPE SIZES.
 SEC 1108,1108.3, 1109
 (8) SHT A3,RTU UNITS,SHOW TERMINATION OF
 A/C CONDENSATE.SMC-97,SEC 304.8.3
 (9) SHT M3, MECHANICAL RM #111,#117,
 REFERENCE TO LARGE SCALE MECHANICAL PLAN
 SHT M-4,NOT INCLUDED, SHOW THE TERMIN-
 ATION OF AHU A/C CONDENSATE SEC 304.8.3
 END OF COMMENTS PAUL SCHMITZ
 QUESTIONS561-659-8096X8233
Review Stop Z ZONING
Rev No 1 Status P Date 2001-10-22 Cont ID  
Sent By sgraham Date 2001-10-22 Time 14:45 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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