Plan Review Details - Permit 00120912
Plan Review Stops For Permit 00120912
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2002-01-16 Cont ID  
Sent By jwitmer Date 2002-01-16 Time 17:51 Rev Time 1.11
Received By jwitmer Date 2002-01-16 Time 17:51 Sent To  
Notes
2002-01-16 00:00:00PLANS SHALL BE REVIEWED BY PALM BEACH
 COUNTY FOR IMPACT FEES BEFORE ISSUANCE.
 A CONTRACTOR SHALL BE REQUIRED TO APPLY
 FOR PERMIT BEFORE ISSUANCE.
 JIM WITMER
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2001-12-17 Cont ID  
Sent By jwitmer Date 2001-12-17 Time 09:46 Rev Time 2.50
Received By jwitmer Date 2001-12-17 Time 09:46 Sent To  
Notes
2001-12-17 00:00:00BUILDING PLAN REVIEW
 PERMIT # 00120912
 116 21 ST ST
 COLEMAN PARK
 CONT: JMW CONSTRUCTION CORP
 (561) 417-0077
  
 1)- SBC 1606.2.6.2 COMPONENTS & CLADDING
 (2 COPIES) OF EITHER SBCCI OR DADE COUN-
 TY PRODUCT APPROVALS REQUIRED FOR ALL
 GLAZED OPENINGS.LARGE MISSLE IMPACT
 RESISTANCE TESTING REQUIRED.
 CITY SPEC:
 08112.1(102) SUBMITTALS, DOORS
 082212.2.2(D/E) SUBMITTALS, SLIDING
 GLASS DOORS
 08800.3(102C) SUBMITTALS, WINDOWS
 IF GLAZED OPENINGS ARE NOT BE PART OF
 THIS PERMIT WE SHALL REQUIRE A LETTER
 FROM THE CONTRACTOR REQUESTING THIS.
 A SEPERATE PERMITE FOR GLAZED OPENINGS
 THEN WOULD BE PROVISOED WITH SEPERATE
 APPLICATION ,REQUIREMENTS & FEES.
  
 DETAIL 7A/7.0 INDICATES 3/4" PLYWOOD
 ROOF SHEATHING, VS SHEET S-3 INDICATES
 5/8" PLYWOOD. CORRECT DISCREPANCY.
  
 CONTRACTOR IS TO HAVE THE COUNTY ASSESS
 PLANS FOR COUNTY IMPACT FEES.PLANS ARE
 TO BE STAMPED & A COPY OF FEE RECEIPT
 SUBMITTED TO CITY.
  
 PAY STATE TRAINING FEES TO CITY @ .01/
 SQ FT.#38.00.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096X8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2001-05-02 Cont ID  
Sent By jwitmer Date 2001-05-02 Time 09:10 Rev Time 1.25
Received By jwitmer Date   Time   Sent To  
Notes
2001-05-02 00:00:00BUILDING PLAN REVIEW
 PLAN CHECK III
 COLEMAN PARK
 1116 21ST STREET
 PERMIT # 00120912
  
 1)- SBC 104.2.2. A DETAIL WILL BE
 REQUIRED FOR THE WINDOW BUCK ATTACHMENT.
 DETAILING WHAT TYPE OF ANCHOR IS TO BE
 USED AND THE SPACING.
  
 2)- SBC 1606.2.6.2. COMPONENTS &CLADDING
 PRODUCT APPROVAL REPORTS WILL BE RE-
 QUIRED FOR ALL GLAZED OPENINGS INCLUDING
 WINDOWS & DOORS. THESE PRODUCT APPROVAL
 REPORTS CAN BE A PROVISO THAT THE CON-
 TRACTOR BRING THE REPORTS IN BEFORE THE
 FRAMING INSPECTION. THE CITY ACCEPTS
 S.B.C.C.I. REPORTS AS WELL AS DADE COUN-
 TY PRODUCT APPROVAL. IT MUST BE NOTED IF
 THE GLAZED OPENINGS HAVEN'T PASSED LARGE
 MISSLE IMPACT RESISTANCE TESTING THEN
 STORM SHUTTERS WILL BE REQUIRED. A SEPER
 ATE PERMIT WITH FEES WILL BE REQUIRED AS
 CITY POLICY.
  
 3)-SBC 1505.3.2/ 1505.4.1.2. ROOFING
 MATERIALS WILL REQUIRE PRODUCT TESTING
 FOR 110 MPH.
  
 4)- DETAIL 7A/7.0 SHOWS 3/4 " PLYWOOD
 ROOF SHEATHING VS. SHEET S-3 INDICATES
 5/8 " PLYWOOD.
  
 5)- THE INTERIOR LOBBY SHOWS A GWB
 CEILING ATTACHED TO METAL STUD FRAMING,
 THERE IS NO DETAIL SHOWING SPACING OF
 FRAMING OR SIZE OF FRAMING.
  
 BUILDING PLAN REVIEW.
 JIM WITMER
 (561) 659- 8096 EX 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2001-02-13 Cont ID  
Sent By jwitmer Date 2001-02-13 Time 12:03 Rev Time 1.50
Received By jwitmer Date   Time   Sent To  
Notes
2001-02-13 00:00:00SAME CHECKLIST AS BEFORE, NOTHING HAS
 CHANGED!!!!
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-01-08 Cont ID  
Sent By jwitmer Date 2001-01-08 Time 08:40 Rev Time 3.00
Received By jwitmer Date   Time   Sent To  
Notes
2001-01-08 00:00:00BUILDING REVIEW:
 1)- FL ACCESSIBILITY CODE 4.6.3 ACCESS
 AISLE SHALL BE DIAGONALLY STRIPED.
 2)- FL ACCESSIBILITY CODE 4.6.6 ACCESS
 AISLES SHALL BE 5'X20' LEVEL WITH A
 SURFACE SLOPE NOT EXCEEDING 1:50 OR 2%
 IN ANY DIRECTION.
 3)- FL STATE STATUTE 481 PLANS ARE TO
 BESIGNED, SSEALED & DATED.
 4).SBC 1804.2 SOILS TEST REPORT
 REQUIRED.
 5)- 400.3ABCD.1.(2) ENERGY CALCULATIONS
 SIGNED BY THE PERSON PREPARING THE COM-
 PLIANCE CALCULATION AS A TRUE & ACCURATE
 AND DEMONSTRATES THAT THE BUILDING IS IN
 COMPLIANCE.
 6)- SBC 104.2.2 WINDOW BUCK ATTACHMENT
 ADDITIONAL INFORMATION REQUIRED, DETAIL.
 7)- SBC 1606.2.6.2 COMPONENTS & CLADDING
 WILL REQUIRE PRODUCT APPROVAL REPORTS
 FOR ALL WINDOWS,EXTERIOR DOORS & ROOFING
 MATERIALS.
 8)- WF-16 NOT IN FOOTING SCHEDULE SEE
 S-1 DRAWINGS.
 9)- W8X21- NOT IN FOOTING SCHEDULE.
 10)- SBC 103.7.1- ALTERNATE METHODS, IN-
 ITIAL CHEMICAL SOIL TREATMENT IN SIDE
 FOUNDATION WALLS (BLOCK CELLS) SHALL
 OCCUR AFTER ALL EXCAVATION, BACK FILLING
 & COMPACTION.NOTE 103.7.1.3 CELLS & CAV-
 ITIES IN MASONARY WALLS SHALL BE CLEANED
 OF ALL TRASH / DEBRIS, WOOD SCRAPS OR
 OTHER EXTANEOUS CONTENT BEFORE TTERMITE
 TREATMENT.
 11)- SBC 103.7.3.5- ADDITIONAL CHEMICAL
 TREATMENT SHALL BE APPLIED UNDER ALL
 EXTERIOR CONCRETE ON GRADE WITHIN 1 FT.
 OF THE PRIMARY STRUCTURE WALLS.
 12)-SBC 104.2.2- 2'X2' MASONARY COLUMNS
 ARE NOT ON THE COLUMN SCHEDULE, STEEL
 SIZE? A7.05 SHOWS ALL CELLS FILLED?
 13)-104.2.2- S-2 MEZANINE ADD. INFO.REQ.
 AT TB-2 THE #4@8" O.C. 8'-6" LONG' IS
 THERE ANY BOTTOM STEEL?
 14)-STORAGE/ JAN. RM.- ON THE WEST SIDE
 OF THE OPENING IS THERE BOTTOM STEEL
 REQUIRED IN THE MEZANINE SLAB OR TEMPER-
 ATURE BARS?
 15)- TRUSS PLAN LAYOUT W/ DESIGN LOAD
 INFORMATION FOR SBC 1606.1 OR ASCE 7-95.
 WIND LOAD CONSISTANT WITH THE DESIGNER
 OF RECORD ASSUMPTIONS.
 16)- DISCREPANCY- HIGH ROOF FRAMING PLAN
 SHOWS A DROPPED RAKE BEAM. THE PLANS
 SHOW A 2"X6"@3'-0" VS. DETAIL#5 INDICATE
 THAT 2"X8"@ 4'-0" O.C. WILL BE USED?ALSO
 CHECK THE MAX SPAN TABLES FOR 5/8"
 PLYWOOD.
 17)- DETAILS 7/A7.0 SHOWS 3/4" PLYWOOD
 ROOF SHEATHING VS. SHEET S.3 INDICATES
 5/8" PLYWOOD.
 18)- THE INTERIOR OF THE LOBBY SHOWS A
 GWB CEILING OVER METAL STUD FRAMING,
 THERE IS NO DETAIL SHOWING HOW THECEIL
 ING IS TO BE FASTENED TO THE 3X12 & 4X12
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 EX 8412
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2001-11-26 Cont ID  
Sent By dpalmer Date 2001-11-26 Time 19:42 Rev Time 0.00
Received By dpalmer Date 2001-11-26 Time 19:42 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2001-02-21 Cont ID  
Sent By dpalmer Date 2001-02-21 Time 12:27 Rev Time 0.00
Received By dpalmer Date 2001-02-21 Time 12:27 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2001-01-08 Cont ID  
Sent By dpalmer Date 2001-01-08 Time 17:21 Rev Time 0.00
Received By dpalmer Date 2001-01-08 Time 17:21 Sent To  
Notes
2001-01-08 00:00:00****************UNSAT ******************
  
 1)NOTE: PLEASE SEE SHEET E2-0, CIRCUIT
 A-19. PLEASE SHOW AS GFI OR IDENTIFIY
 ON PANEL SCHEDULE AS GFI PROTECTED PER
 210-8.
  
 2)NOTE: PLEASE PROVIDE INFORMATION ON
 AIC RATING OF MAIN DISCONNECT PER 110-9.
  
 3)NOTE:PLEASE NOTE PER 250-50 COLD
 WATER BOND TO GROUNDING ELECTRODE SYSTEM
  
 4)NOTE: PLANS SIGNED AND SEALED
 PER FAC. 61G15-23.002 AND 471.25
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS
 PLEASE CALL.
  
 DEWEY PLAMER
 ELECTRICAL PLAN REVIEW
 659-8096 EXT 8372
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2001-11-29 Cont ID  
Sent By mamini Date 2001-11-29 Time 10:50 Rev Time 2.00
Received By mamini Date 2001-11-29 Time 10:50 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2001-01-05 Cont ID  
Sent By mgonzale Date 2001-01-05 Time 10:13 Rev Time 1.00
Received By mgonzale Date   Time   Sent To  
Notes
2001-01-08 00:00:00APPROVED WITH PROVISOS.
 PLANS HAVE BEEN MARKED UP THROUGH
 PUBLIC UTILITIES AND PROJECT
 MANAGER RICHARD BOHRER HAS RECEIVED ALL
 COMMENTS AS OF 1-4-2001.
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2001-11-29 Cont ID  
Sent By mcarsill Date 2001-11-29 Time 13:15 Rev Time 0.00
Received By mcarsill Date 2001-11-29 Time 13:15 Sent To  
Notes
2001-11-29 00:00:001) THE CHAIN-LINK FENCE AROUND THE
 BACKFLOW DEVICE IS NOT TO OBSTRUCT OR
 INTERFERE WITH ACCESS OR USE TO THE
 FIRE DEPARTMENT CONNECTION.
 2) THE FIRE LINE BACKFLOW DEVICE IS
 TO BE EQUIPPED WITH TAMPER SWITCHES,
 AND A CHAIN AND LOCK.
 3) FIRE SPRINKLER HEADS 103 AND 104 MUST
 BE AT LEAST SIX FEET APART TO PREVENT
 COLD SOLDERING FROM TAKING PLACE.
 4) ANY ROOM WHICH HAS AN OCCUPANT LOAD
 OF 50 OR MORE PERSONS, DOOR(S) MUST
 SWING IN THE DIRECTION OF EXIT TRAVEL.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2001-02-14 Cont ID  
Sent By mcarsill Date 2001-02-14 Time 13:58 Rev Time 0.00
Received By mcarsill Date 2001-02-14 Time 13:58 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2000-12-29 Cont ID  
Sent By mcarsill Date 2000-12-29 Time 14:46 Rev Time 0.00
Received By mcarsill Date 2000-12-29 Time 14:46 Sent To  
Notes
2001-01-08 00:00:001) BUILDING ADDRESS NOT SHOWN ON
 ELEVATION DRAWINGS. BUILDING ADDRESS
 REQUIRED PER CITY CODE REQUIREMENTS.
 2) THE REGULATORY AREA OF THE PLANS
 INDICATES THAT THE BUILDING WILL NOT
 BE FIRE SPRINKLER PROTECTED. NOTED IN
 THE PLANS WAS PAGE SP1.1 WHICH INDICATED
 FIRE SPRINKLER PROTECTION. PLEASE
 CORRECT DISCREPANCY. IF FIRE SPRINKLER
 ARE TO BE PROVIDED, THEN HYDRAULIC
 CALCULATIONS ARE TO BE PROVIDED WITH
 PLANS.
 3) PLEASE PROVIDE COMPLETE FIRE ALARM
 SYSTEM SHOP DRAWINGS FOR FIRE ALARM
 EQUIPMENT SHOWN ON DRAWINGS.CUT SHEETS
 ON DEVICES PLANNED FOR USE ARE REQUIRED.
 ADDITIONAL FIRE ALARM DEVICES APPEAR
 TO BE NEEDED.
 4) PLEASE PROVIDE INTERIOR FINISH
 CLASSIFICATIONS.
 5) PLEASE PROVIDE MORE DETAILS ON KILN.
 6) DESCRIBE PURPOSE OF MEZZANINE.
 7) PLEASE INDICATE CONSTRUCTION OF
 COVERED WALKWAY. IF COMBUSTIBLE AND OVER
 FOUR FEET WIDE, FIRE SPRINKLERS WILL
 BE REQUIRED.
  
 PLANS REVIEWED BY CAPTAIN MIKE CARSILLO
 659-8096,EXT.8497
 835-2910
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2001-12-05 Cont ID  
Sent By pkrauss Date 2001-12-05 Time 15:28 Rev Time 0.35
Received By pkrauss Date 2001-12-05 Time 15:28 Sent To  
Notes
2001-12-05 00:00:00 
 PROVISO:
  
 FAN SHUTDOWN BY DUCT SMOKE DETECTOR
 WITH NOTIFICATION TO ALARM/STROBE IN
 NORMALLY OCCUPIED AREAS (NFPA 90A
 4-4.4.3).
  
 EMERGENCY DRAIN PAN SHALL HAVE OVERFLOW
 PROTECTION BY MEANS OF AN APPROVED FLOAT
 SWITCH OR A DRAIN TO A CONSPICUOUS
 POINT.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2001-03-02 Cont ID  
Sent By pkrauss Date 2001-03-02 Time 13:11 Rev Time 0.45
Received By pkrauss Date 2001-03-02 Time 13:11 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2001-01-09 Cont ID  
Sent By ndenmark Date 2001-01-09 Time 11:38 Rev Time 0.50
Received By ndenmark Date 2001-01-09 Time 11:38 Sent To  
Notes
2001-01-09 00:00:00************DENIED**********************
  
 PROVIDE SIGNED AND SEALED DRAWINGS FOR
 REVIEW AND STAMPING. INFORMATIONON
 MECHANICAL IS OTHERWISE CODE COMPLIANT.
Review Stop P PLUMBING
Rev No 5 Status P Date 2002-01-24 Cont ID  
Sent By kstevens Date 2002-01-24 Time 17:53 Rev Time 1.00
Received By kstevens Date 2002-01-24 Time 17:52 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 4 Status F Date 2002-01-23 Cont ID  
Sent By kstevens Date 2002-01-23 Time 14:01 Rev Time 0.75
Received By kstevens Date 2002-01-22 Time 19:08 Sent To  
Notes
2002-01-23 00:00:00DENIED
 REFERENCE: SPC-94-FACBC-97
  
 ALL COMMENTS FROM REVIEW DATED 12/03/01
 NOT ADDRESSED.
  
 1) SHT C-3, DRINKING FOUNTAIN DETAIL,
 SHT L-5 DETAIL I. HI/LOW DRINKING FOUNT-
 AIN REQUIRED FOR HDCP SEC 4.15 AND FOR
 THOSE WHO HAVE TROUBLE BENDING OR STOOP-
 ING SEC 4.1.3(10).
 2) SHT A8.0, DETAIL 3/A8.0. SINKS TO
 COMPLY WITH FACBC SEC 4.24. PLEASE SHOW
 DETAILS OF ALL SUBSECTIONS OF THIS SEC.
 3) SHTS P1.0 & P2.0, FUNNEL FLOOR DRAIN
 NOT APPROVED. FLOOR SINK WITH TRAP PRIM-
 ER REQUIRED FOR ALL INDIRECT WASTE. SPC
 SEC 804.5
 4) SHTS P1.0 & P2.0, PLUMBING FIXTURE
 SECHEDULE, PAN DRAIN & P/T TO DISCHARGE
 TO OUTDOORS. WATER HEATER DETAIL SHOWS D
 RAIN TO FLOOR DRAIN. PLEASE CLAIRFY.
 5) SHT P2.0, HVAC CONDENSATE RISER, RE
 LIEF VENT REQUIRED TO 6" ABOVE GRADE.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop P PLUMBING
Rev No 3 Status F Date 2001-12-03 Cont ID  
Sent By kstevens Date 2001-12-03 Time 15:03 Rev Time 1.50
Received By kstevens Date 2001-12-03 Time 15:03 Sent To  
Notes
2001-12-03 00:00:00DENIED
 REFERENCE: SPC-94-FACBC-97
  
 1) SHT C-3, DRINKING FOUNTAIN DETAIL,
 SHT L-5 DETAIL I. HI/LOW DRINKING FOUNT-
 AIN REQUIRED FOR HDCP SEC 4.15 AND FOR
 THOSE WHO HAVE TROUBLE BENDING OR STOOP-
 ING SEC 4.1.3(10).
 2) SHT A8.0, DETAIL 3/A8.0. SINKS TO
 COMPLY WITH FACBC SEC 4.24. PLEASE SHOW
 DETAILS FOR ALL SUBSECTIONS OF THIS SEC.
 3) SHTS P1.0 & P2.O, FUNNEL FLOOR DRAIN
 NOT APPROVED. FLOOR SINK WITH TRAP PRIM-
 ER REQUIRED FOR ALL INDIRECT WASTE. SPC
 SEC 804.5
 4) SHTS P1.0 & P2.0, PLUMBING FIXTURE
 SCHEDULE, PAN DRAIN & P-T TO DISCHARGE
 TO OUTDOORS. WATER HEATER DETAIL SHOWS
 DRAIN TO FLOOR DRAIN. PLEASE CLAIRFY.
 5) SHT P2.O, HVAC CONDENSATE RISER, RE-
 LIEF VENT REQUIRED TO 6" ABOVE GRADE.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop P PLUMBING
Rev No 2 Status P Date 2001-03-02 Cont ID  
Sent By jleech Date 2001-03-02 Time 12:12 Rev Time 1.00
Received By jleech Date 2001-03-02 Time 12:11 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2001-01-09 Cont ID  
Sent By jleech Date 2001-01-09 Time 09:57 Rev Time 2.50
Received By jleech Date 2001-01-09 Time 09:57 Sent To  
Notes
2001-01-09 00:00:00DENIED;
  
 1.PAGE R-1 SHOW RAIN SENSOR LOCATION.
  
 2.PAGE P2.0 WATER HEATER DETAIL. PAN
 DRAIN TO BE 1" 94 SPC 507.8.2.
  
 3.RELIEF LINE TO BE PIPED SEPARATELY TO
 TERMINATION POINT SPC507.8.4.
  
 4.SANITARY RISER DIAGRAM.FLOOR DRAINS IN
 PUBLIC BATHROOMS MUST BE 3" SPC
 409.4.1.1.
  
 5.AIR CHAMBERS TO CAMPLY WITH 607.8.2.
  
 6.PLUMBING FIXTURE SCHEDULE SHOWS FLUSH
 VALVES. WATER RISERSHOWS 1/2" WATER TO
 W/C FLUSH VALVES ARE MIM.3/4".
  
 7.TWO FIXTURES ON COLD WATER ONLY.
 COUNTY AMENDMENTS.97EDITION.
  
 8.SHOW SQUIRE FOOTAGE CALCULATIONS AND
 FIXTURE REQUIRED FOR MIMIMUM
 FACILITIES. COMPLY TO TABLE 407 OF
 94 PLUMBING CODE.
  
 9.SIZE HORIZONTAL AND VERTICAL RAIN
 LEADERS USING TABLE 1108.1 AND 1108.2
  
 10.SHOW CONDENSATE PIPING. SIZE AND
 DESTINATION.
  
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 659-8096 EXT. 8377
Review Stop Z ZONING
Rev No 1 Status P Date 2001-12-05 Cont ID  
Sent By sgraham Date 2001-12-05 Time 15:02 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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