Plan Review Details - Permit 01021195
Plan Review Stops For Permit 01021195
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2001-09-27 Cont ID  
Sent By jwitmer Date 2001-09-27 Time 12:48 Rev Time 5.00
Received By jwitmer Date 2001-09-27 Time 12:48 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2001-09-11 Cont ID  
Sent By jwitmer Date 2001-09-11 Time 16:39 Rev Time 2.50
Received By jwitmer Date 2001-09-11 Time 16:39 Sent To  
Notes
2001-09-11 00:00:00BUILDING PLAN REVIEW
 "CLUBHOUSE"
 01021195
 4300 SAN MARINO BLVD.
  
 1)- CLUBHOUSE REQUIRES FLORIDA ENERGY
 CALCULATIONS 3 COPIES.
  
 2)- SBC 1503.3 ROOF COVERINGS AND SYSTEM
 PRODUCT APPROVALS ARE REQUIRED FOR WIND
 ZONES, 110 MPH WIND ZONE.
  
 3)- SBC 1804.2.7 SOILS REPORTS, MISSING
 SOILS REPORT.
  
 4)- FLOOD ZONE PARCEL I IS PARTALLY LOCA
 TED IN A "A-8" FLOOD ZONE.
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 X 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2001-07-24 Cont ID  
Sent By jwitmer Date 2001-07-24 Time 16:12 Rev Time 3.50
Received By jwitmer Date   Time   Sent To  
Notes
2001-07-24 00:00:00BUILDING PLAN REVIEW
 PLAN CHECK # 01021195
 "CLUBHOUSE"
 ADDRESS: 4300 SAN MARINO BLVD
  
 SBC= STANDARD BUILDING CODE
 SBC*= STANDARD BUILDING CODE AMENDMENTS
 1)- FRONT ENTRY RAMP: FL ACC CODE 1997
 4.8.4: PLANS DO NOT INDICATE THE BOTTOM
 LANDING, THEY ALSO INDICATE THAT THERE
 IS A MID LANDING AND CHANGE OF DIRECTION
 IF RAMPS CHANGE DIRECTION AT LANDINGS A
 MINIMUM LANDING SIZE OF 60" X 60" IS
 REQUIRED.
 2)- THE DISCREPANCY SHEET CH3 REAR ELEVA
 TION, COVERED WALKWAY ADJACENT TO THE
 EXERCISE ROOM, VISUALLY INDICATES STAIRS
 WHILE THERE IS A NOTE "RAMP", SHEET CH-4
 ALSO INDICATES STAIRS, PO-1 ALSO DEPICT
 S STAIRA WITH A NOTE"RAMP". NO CHANGE!
 3)- SBC 104.2.2* ADDITIONAL INFORMATION
 REQUIRED: COMMENT #4 ON EARLIER COMMENT
 SHEETS DELT WITH A WALL ON THE NORTH END
 OF THE HANDBALL COURT, WHAT WAS SUPPORT-
 ING THE WALL ABOVE THE SLIDING GLASS
 DOORS? I SEE THAT ON THE FOUNDATION FOOT
 INGS AND COLUMNS WERE ADDED, ON CH2 THE
 PLANS INDICATE BEAM B-1 / RTB-2. THERE
 IS NO INFORMATION ON VERTICAL OR HORIZON
 TAL REINFORCING FOR THIS WALL SECTION,
 THIS IS A EXTERIOR WALL SECTION THAT
 BACKS UP AGAINST THE COORIDOR LEADING TO
 THE GYM.
  
 GENERIC COMMENTS FOR THE
 PROJECT
 1)- WE WILL ASSIGN A NUMERICAL ADDRESS
 TO EACH STRUCTURE THAT REQUIRE ELECTRIC.
 2)- PARCEL"I" IS PARTIALLY LOCATED IN A
 FLOOD ZONE, "A-8" THE CITY REQUIRES THE
 FIRST FLOOR TO BE 6" ABOVE THE BASE
 FLOOD. THE FINISH FLOOR MINIMUM HEIGTH
 REQUIRED FOR THE CERTIFICATE IS 16'-6".
 3)- A RESIDENT INSPECTOR WILL BE
 REQUIRED FOR THIS PROJECT.
 4)- SBC 1804.2.7* SOILS REPORT REQUIRED;
 SOILS TEST.
 5)- SBC 1606.2.6.2 COMPONENTS & CLADDING
 INDICATE POSITIVE & NEGATIVE WIND
 PRESSURES, INCLUDE END ZONES, PRESSURES
 FOR ALL WINDOWS, DOORS & GARAGE DOORS.
 5)- SBC 1606.4/1707.4.1* GLAZED OPENINGS
 REQUIRE LARGE MISSLE IMPACT TESTING,SEE
 CITY POLICY FOR LARGE OR MULTIPLE STORY
 PROJECTS.(STORM SHUTTERS)
 6)- ROOF COVERINGS SBC 1503.3.2 ROOF
 COVERINGS AND SYSTEMS SHALL BE DESIGNED
 TO WITHSTAND WINDLOADS PRESCRIBED IN
 CHAP. 16/ 110 MPH. 1707.5 TESTING FOR
 CLAY / CEMENT ROOF TILE, SBCCI OR
 DADE COUNTY PRO. APPROVAL.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2001-06-12 Cont ID  
Sent By jwitmer Date 2001-06-12 Time 07:11 Rev Time 0.25
Received By jwitmer Date   Time   Sent To  
Notes
2001-06-12 00:00:00SAN MARINO APARTMENT COMPLEX
 01021195- CLUBHOUSE
 4330 N MILITARY TRAIL
 ARCHITECT: MOURIZ SALAZAR
 PHONE : (305) 273-9911
 FAX: (305) 273-9424
  
 1)- NO PLANS WERE SUBMITTED FOR THE
 CLUBHOUSE OR CIVIL DRAWINGS. SAME
 COMMENTS AS FIRST REVIEW.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-03-17 Cont ID  
Sent By jwitmer Date 2001-03-17 Time 08:12 Rev Time 8.00
Received By jwitmer Date   Time   Sent To  
Notes
2001-03-17 00:00:00SAN MARINO APARTMENT COMPLEX
 AT BEAR LAKES
 4330 N MILITARY TRAIL
 PLAN REVIEW
 ARCHITECT: MOURIZ SALAZAR
 PHONE- (305) 273-9911
 FAZ-(305) 273-9424
 PROJECT MANAGER: EDDIE PEREZ
  
 THE FIRST COMMEENTS WILL BE GENERIC COM-
 MENTS THAT MAY PRETAIN TO THE PROJECT OR
 TO ALL THE BUILDINGS IN THE PROJECT.
  
 1)- 104.2.2 ADMINISTRATIVE CODE: A
 SURVEY WILL BE REQUIRED FOR THE PROJECT.
 THE CITY IS DETERMINING THE SITE ADDRESS
 ONE OF THE QUESTIONS WE ASKED MR. PEREZ
 IS IF THIS PROJECT HAS ACTUAL FRONTAGE
 ON MILITARY TRAIL? MR. PEREZ STATED THAT
 THERE IS A SECOND PHASE THAT WILL TAKE
 PLACE IN PARCEL"K". THIS SECOND PARCEL
 WILL IT HAVE THE SAME APARTMENT COMPLEX
 NAME, PARCEL CONTROL NUMBER, AND WILL
 THE BUILDING SEQUENCE NUMBERING SYSTEM
 BE A CONTINUATION OF THE PRESENT SYSTEM?
 THERE IS ALSO A NEW SIDE STREET THAT
 WILL BE CUT IN, WILL THIS BE A PRIVATE
 STREET OR WILL THIS BE A ACTUAL CITY
 STREET & WOULD YOUR CLIANT PREFER THE
 ADDRESS BE OFF OF THIS SIDE STREET?
  
 2)- THE SITE PARCEL"I" IS PARTIALLY
 LOCATED IN A "A-8" FLOOD ZONE WITH THE
 BASE FLOOD ELEVATION LOCATED AT 16'-0".
 THE CITY CODE REQUIRES THAT ALL RESIDENT
 IAL CONSTRUCTION SHALL HAVE THELOWEST
 FLOOR LEVEL 6" ABOVE THE BASE FLOOD ELEV
 ATION,FOR NONRESIDENTIAL CONSTRUCTION,
 SHALL HAVE EITHER HAVE THE LOWEST FLOOR
 ELEVATED 6" ABOVE THE BASE FLOOD ELEVA-
 TION OR, TOGETHER WITH ATTENDANT UTILITY
 & SANITARY FACILITIES, BE FLOODPROOFED
 SO THAT BELOW 6" ABOVE THE FLOOD BASE
 LEVEL THE STRUCTURE IS WATERTIGHT, WITH
 WALLS SUBSTANTIALLY IMPERMEABLE TO THE
 PASSAGE OF WATER AND WITH THE STRUCTURE
 COMPONENTS HAVING THE CAPACITY OF RESIST
 ING HYDROSTATIC & HYDRODYNAMIC LOADS AND
 THE EFFECTS OF BUOYANCY. A REGISTERED
 PROFESSIONAL ENGINEER OR ARCHITECT SHALL
 CERTIFY THAT THE STANDARDS OF THIS SUB-
 SECTION ARE SATISFIED. SUCH CERTIFICA-
 TION SHALL BE PROVIDED TO THE CITY ENGIN
 EER.
  
 3)- THIS PROJECT QUALIFIES TO COMPLY
 WITH THE PROVISIONS OF SECTION 105.3,
 RESIDENT INSPECTOR, THE CITY OF WEST
 PALM BEACH 1997 COUNTYWIDE ADMINISTRA-
 TION CODE & CHAPTER 468,PART XII
 FLORIDA STATUTE.TO REGISTER CONTACT
 ASSISTANT BUILDING OFFICIAL DON NEELY
 BEFORE THE PERMIT CAN BE ISSUED.
  
 4)- 1804.2.7 COUNTYWIDE AMENDMENTS:
 SOIL TEST, INFORMATION REQUIRED AND THE
 FREQUENCY OF TESTING REQUIRED. SEE
 ATTACHMENT.
  
 5)- SBC 1606.2.6.2 COMPONENTS & CLADDING
 A): INCICATE POSITIVE & NEGITIVE WIND
 PRESSURES (INCLUDING END ZONES)
 FOR ALL GLAZED OPENINGS, DOORS AS
 WELL AS GARAGE DOORS.
 B): SBC 1704 EXTERIOR WINDOW & DOOR
 ASSEMBLIES: TEST REPORTS ARE TO IN-
 DICATE THE WINDOWS PRESSURE IS TEST
 ED FOR A PERIOD OF TIME, A 10 SEC-
 OND PERIOD AT A LOAD EQUAL TO 1.5
 TIMES THE DESIGN PRESSURE. SBCCI
 REPORTS AND DADE COUNTY REPORTS ARE
 ACCEPTED. ALL PRODUCTS SHALL BEAR
 THE LABEL VERIFYING CERTIFICATION
 & INDICATING THE DESIGN PRESSURE
 RATING.
 C): 1606.4/1707.4.1 COUNTYWIDE AMEND.
 GLAZED OPENINGS REQUIRE LARGE MIS-
 SLE IMPACT RESISTANCE TESTING, SEE
 COPY OF POLICY & PROCEDURE FOR
 IMPLEMENTATION OF HURRICANE MISSLE
 IMPACT PROTECTION STANDARDS.NOTE #
 14 IN REGARDS TO LARGE OR MULTI-
 STORY PROJECTS.
 D): ROOF COVERINGS 1503.3.2 ROOF COVER-
 INGS AND SYSTEMS SHALL BE DESIGNED
 TO WITHSTAND WINDLOADS PRESCRIBED
 IN CHAP. 16/ 110 MPH WINDZONE.
 1707.5 TESTING FOR CLAY/ CEMENT
 TILE, SBCCI OR DADE COUNTY ACCEPT-
 ANCE REPORT ARE ACCEPTED.
  
 6)- FAIR HOUSING ACT: CHAP.6- THE PLANS
 FOR BACKING FOR THE REAR WALL INDICATES
 BACKING TO BE PLACED A MAX.32" WHICH IS
 THE MINIMUM, THE PLANS ARE MISSING BACK-
 ING BEHIND THE WATER CLOSETS AS DEPICTED
 FOR NO SIDE WALLS ADJACENT TO THE WATER
 CLOSET. THE PLANS INDICATE A 1/2" RISE
 AT ALL ENTRY DOORS BUT THE QUALIFIER
 A 2/1 RATIO FOR CHANGE OF GRADE SHOULD
 BE ADDED. SEE ATTACHMENTS.
  
 7)- 104.2.2 ADDITIONAL INFO: WILL THE
 ROOF BE INSTALLED WITH 19/32" PLYWOOD OR
 WILL 5/8" PLYWOOD BE USED AS THE PLANS
 INDICATE?
  
  
 CLUBHOUSE
 1)- SHEET CH-7 UNDER GENERAL NOTES #8 IN
 DICATE PRE-FABRICATED TRUSSES -WIND
 UPLIFT: CORRECT TO: COMPUTED TO THE
 STANDARD BUILDING CODE, ASCE 7-95.
  
 2)- FRONT ENTRY HAS NO RAMPAGE FOR HANDI
 CAPPED INDIVIDUALS, FAIR HOUSING ACT,
 FL. ACCESIBILITY CODES.
  
 3)-DISCREPANCY: SHEET CH3 REAR ELEVATION
 THE COVERED WALKWAY ADJACENT TO THE
 EXERCISE ROOM, VISUALLY INDICATES STAIRS
 WHILE THERE IS A NOTE "RAMP", SHEET CH-4
 ALSO DEPICTS STAIRS, PO-1 ALSO DEPICTS
 STAIRSWITH A NOTE "RAMP".
  
 4)- SHEET CH-5 SEC-B:
 A): DEPICTS A DROPPED CEILING ATTACHED
 TO 6" STEEL FURRING ATTACHED TO THE
 BOTTOM OF THE TRUSSES, WHAT TYPE OF
 FASTENER WILL BE USED TO TRANSFER
 THE CEILING LOADS TO THE TRUSSES?
 B): THIS SAME DETAIL DEPICTS A PLEXI-
 GLASS PANEL WALL & 12'-0+" WALL
 ABOVE, HOW IS THIS SUPPORTED?
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 EX 8412
Review Stop E ELECTRICAL
Rev No 7 Status P Date 2002-05-31 Cont ID  
Sent By dpalmer Date 2002-05-31 Time 06:02 Rev Time 0.00
Received By dpalmer Date 2002-05-31 Time 06:01 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 6 Status F Date 2002-03-28 Cont ID  
Sent By dpalmer Date 2002-03-28 Time 15:24 Rev Time 0.00
Received By dpalmer Date 2002-03-28 Time 15:24 Sent To  
Notes
2002-03-28 00:00:00**************UNSAT ******************
  
 PLEASE NOTE THAT PER FS/FAC
 553.80C. PLANS ARE BEING DENIED FOR THE
 SAME COMMENTS FOR MORETHAN THREE TIMES.
 PLEASE NOTE THAT ENGINEER OF RECORD IS
 SUBJECT TO 4X`S THE FEE OF REV FEES.
  
 1)NOTE: PLEASE SEE NOTES FROM PREVIOUS
 REVIEW. PLEASE NOTE THAT ONLY ONE GFI
 WAS ADDED FOR COND UNIT.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,OR
 IF PLANS NEED TO BE GONE OVER IN PERSON
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 5 Status F Date 2002-02-28 Cont ID  
Sent By btrobaug Date 2002-02-28 Time 15:01 Rev Time 0.00
Received By btrobaug Date 2002-02-28 Time 09:49 Sent To M
Notes
2002-02-28 00:00:00******************UNSAT!****************
 PLEASE NOTE THE FOLLOWING
 DISCREPANCIES,CORRECT AND RESUBMIT.
  
 1) THE RISER DIAGRAM SHOWS THREE
 MAINS,THE GEAR ROOM SHOWS TWO,AND THEY
 ARE INCORRECTLY MARKED "1 OF 1" AND "2
 OF 2".
  
 2) AIR HANDLERS 1&3 ARE REVERSED M-1.C
 AND E-1.C. PLEASE CLARIFY.
  
 3) PANEL "P" MUST HAVE A DISCONNECT AS
 PER 225-32. IT IS INDICATED AS "MLO."
 ONTHE PANEL SCHEDULE.
  
 4) PROVIDE A RECEPTACLE FOR CU-A PER
 210-63.
  
 5) NOTE #22 ON SHEET E-2.C REFERS TO A
 NON EXISTENT ARTICLE.
  
 6) THE GROUND WIRES RUNNING FROM THE
 GUTTER TO EACH OF THE MAIN DISCONNECTS
 ARE PROVIDING A PARALLEL GROUND PATH
 WITH THE NEUTRAL CONDUCTOR.
  
 7) WATER HEATER CIRCUIT AT THE UNIT IS
 SHOWN AS COMING OUT OF PANEL "A".
  
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 651/ 659-8096 EXT.8392
Review Stop E ELECTRICAL
Rev No 4 Status F Date 2002-01-31 Cont ID  
Sent By dpalmer Date 2002-01-31 Time 12:14 Rev Time 0.00
Received By dpalmer Date 2002-01-31 Time 12:13 Sent To  
Notes
2002-01-31 00:00:00****************** UNSAT ************
  
 1)NOTE: PLEASE NOTE THAT THERE WERE
 NOTES FROM 9/10/01 THAT ASK FOR PLANS
 TO REFLECT "99" NEC WHICH WE ARE UNDER.
 ON THE PLANS THERE ARE NOTES ON EACH
 SHEET THAT REFERENCE "96" NEC.
 PLEASE CORRECT
  
 2)NOTE: PLEASE NOTE THERE ARE STILL NO
 CLARIFICATION SHOWN FOR THE REQ`D
 EQUIPMENT GROUNDING CONDUCTOR BETWEEN
 MAIN DISCONNETS AND PANELS.SIZE PER
 250-122.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. PLEASE INDICATE ALL CHANGES
 WITH CLOUDS /TRIANGLES.
 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 P Date 2001-09-27 Cont ID  
Sent By jleahy Date 2001-09-27 Time 13:56 Rev Time 4.00
Received By jleahy Date 2001-09-27 Time 13:56 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2001-09-10 Cont ID  
Sent By dpalmer Date 2001-09-10 Time 17:59 Rev Time 0.00
Received By dpalmer Date 2001-09-10 Time 17:59 Sent To  
Notes
2001-09-10 00:00:00****************** UNSAT *************
  
 1)NOTE: PLEASE NOTE THAT PLANS FOR SITE
 LIGHTING UNDER DIFFERENT # WAS SUBMITTED
 WITH CLUB HOUSE PLANS AND NOTES FROM
 THESE PLANS WERE ON SITE# ALSO.
  
 2)NOTE: PLEASE NOTE CODE ARTS NOTED ON
 PLANS REF. "96" NEC. NEED TO SHOW "99"
 NEC. PLEASE NOTE GROUNDING ELECTRODE TO
 BE SHOWN TO COLD WATER AND BLDG STEEL
 PER 250-66.
 PLEASE NOTE CLEARENCES IN NOTES, ARE
 SHOWN PER 110-16. '99' IS 110-26.
  
 3)NOTE: PLEASE NOTE THAT NOTE FROM FIRST
 REVIEW NEEDS CLARIFICATION ON EQUIPMENT
 GROUNDING METHOD BETWEEN FIRST MEANS OF
 DISCONNECT AND PANELS. PER 250-122
  
 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 2001-07-30 Cont ID  
Sent By dpalmer Date 2001-07-30 Time 17:43 Rev Time 0.00
Received By dpalmer Date 2001-07-30 Time 18:04 Sent To  
Notes
2001-07-30 00:00:00****************** UNSAT **********
  
 1)NOTE: PLEASE NOTE, PLANS ARE IN GOOD
 SHAPE BUT NEED CLARIFICATION ON EQUIP-
 -MENT GROUNDING CONDUCTOR BETWEEN, MAIN
 1 OF 2, AND 2 OF 2 AND PNLS A&B.
 PER 250-122.
 PLANS ARE IN GOOD SHAPE BUT WERE COMING
 BACK FOR OTHER COMMENTS.
  
 PLEASE SUBMIT THE ABOVE 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 2 Status P Date 2001-07-17 Cont ID  
Sent By mamini Date 2001-07-17 Time 14:36 Rev Time 1.00
Received By mamini Date 2001-07-17 Time 14:35 Sent To  
Notes
2001-07-17 00:00:00PASSED :
 1. SEE PERMIT # 01060486
  
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2001-05-15 Cont ID  
Sent By mamini Date 2001-05-15 Time 10:16 Rev Time 4.00
Received By mamini Date 2001-05-15 Time 09:57 Sent To  
Notes
2001-05-15 00:00:00FAILED:
 1. INSUFFICIENT INFORMATION SUBMITTED
 FOR CIVIL ENGINEERING REVIEW.PLEASE
 RESUBMIT WHEN CIVIL PLANS ARE DEVELOPED.
 2. PREVIOUS ENGINEERING REVIEW COMMENTS
 REGARDING TRASH ENCLOSURES, DATED
 3-19-01 HAVE NOT BEEN ADDRESSED.
 IF ANY QUESTION PLEASE CONTACT 561-659-
 8096 EXT. 8492
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2002-01-16 Cont ID  
Sent By pkrauss Date 2002-03-01 Time 09:07 Rev Time 0.00
Received By mcarsill Date 2002-01-16 Time 09:02 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2001-09-25 Cont ID  
Sent By mcarsill Date 2001-09-25 Time 08:20 Rev Time 0.00
Received By mcarsill Date 2001-09-25 Time 08:20 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2001-09-05 Cont ID  
Sent By mcarsill Date 2001-09-05 Time 15:08 Rev Time 0.00
Received By mcarsill Date 2001-09-05 Time 15:08 Sent To  
Notes
2001-09-05 00:00:001) PLEASE PROVIDE METHODS FOR PROVIDING
 A SUITABLE WATER SUPPLY FOR WHEN THE
 BUILDINGS INCLUDING THE CLUBHOUSE ARE
 UNDER CONSTRUCTION SHOULD A FIRE OCCUR.
 THE ARRANGEMENT THAT HAS BEEN PROPOSED
 USING A DRY HYDRANT AND A 10HP PUMP
 WILL NOT BE ACCEPTED BY THIS OFFICE.
 2) AN EMERGENCY LIGHT FIXTURE IS
 REQUIRED IN THE RACQUETBALL COURT.
 3) ADDITIONAL FIRE EXTINGUISHERS MUST
 BE PROVIDED TO SATISFY THE MAXIMUM
 TRAVEL DISTANCE OF 75 FEET.
 4) STAIRS ARE TO BE CONSTRUCTED WITH
 A MINIMUM OF 11" TREADS, MINIUMUM 4"AND
 MAXIMUM OF 7" RISERS.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT 8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2001-07-26 Cont ID  
Sent By mcarsill Date 2001-07-26 Time 15:27 Rev Time 0.00
Received By mcarsill Date 2001-07-26 Time 15:27 Sent To  
Notes
2001-07-26 00:00:00ON JULY 26, 2001, WRITER SPOKE WITH
 GENE SPANO. WE DISCUSSED WATER ISSUES
 WITH THE SITE. HE INDICATED THAT IT
 WOULD BE DIFFICULT TO HAVE FIRE
 HYDRANTS INSTALLED AS THEY HAVE TO WAIT
 FOR A CITY WATER LINE EXTENSION. THIS
 MATTER WAS DISCUSSED WITH THE CITY
 FIRE MARSHAL AND MORE DETAILS ARE NEEDED
 FROM MR. SPANO. IT HAS BEEN MADE CLEAR
 TO MR. SPANO THAT WATER MUST BE
 PROVIDED FOR FIREFIGHTING PURPOSES
 DURING CONSTRUCTION. THIS ISSUE MUST
 BE RESOLVED BEFORE CONSTRUCTION BEGINS.
 2) CANVAS CANOPIES TO BE FIRE
 RETARDANT.
  
 CAPTAIN MIKE CARSILLO
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2001-04-05 Cont ID  
Sent By mcarsill Date 2001-04-05 Time 10:07 Rev Time 0.00
Received By mcarsill Date 2001-04-05 Time 10:07 Sent To  
Notes
2001-04-05 00:00:001) PROVIDE SEPARATE PLANS AND PERMITS
 FOR ENTRY GATES. ENTRY GATES TO BE AT
 LEAST 20 FEET IN CLEAR WIDTH AND BE
 EQUIPPED WITH BATTERY BACK-UP FEATURE
 WHEN LOSS OF POWER OCCURS. ALL ROADS
 USED BY FIRE AND PARAMEDICAL UNITS
 MUST BE ABLE TO SUPPORT THE WEIGHTS
 OF THESE APPARATUS.
 2) PLEASE BE ADVISED THAT ALL BUILDINGS
 THREE OR MORE STORIES IN HEIGHT
 REGARDLESS OF OCCUPANCY TYPE SHALL BE
 FIRE SPRINKLER PROTECTED IN ACCORDANCE
 WITH FS 553.895(2) FIRE SPRINKLER
 DRAWINGS AND HYDRAULIC CALCULATIONS ARE
 TO BE PROVIDED WITH PERMIT DRAWINGS.
 3) BUILDING ADDRESSES REQUIRED ON ALL
 BUILDINGS PER CITY CODE REQUIREMENTS.
 4) ALL CANVAS CANOPIES TO BE FIRE
 RETARDANT.
 5) ALL FIRE SPRINKLER SYSTEMS AND FIRE
 ALARM SYSTEMS TO BE MONITORED BY A
 LICENSED UL LISTED CENTRAL STATION
 APPROVED BY THE FIRE RESCUE DEPARTMENT.
 6) PLEASE PROVIDE SEPARATE PLANS AND
 PERMITS FOR FOR FIRE ALARM SYSTEMS. FIRE
 ALARM SYSTEMS TO BE CLASS A OR FULLY
 ADDRESSABLE. CUT SHEETS, WIRING DIAGRAMS
 AND BATTERY CALCULATIONS ARE TO BE
 PROVIDED.
 7) SMOKE DETECTORS WITHIN UNITS TO BE
 ELECTRIC AND TO BE A MINIMUM OF THREE
 FEET FROM AIR CONDITIONER DIFFUSERS.
 8) PROVISIONS ARE TO BE MADE FOR AT
 LEAST TWO HANDICAPPED PERSONS IN THE
 CLUBHOUSE.
 9) ANY CHANGES IN ELEVATIONS LESS THAN
 21 INCHES SHALL BE BY RAMPS NEAR POOL.
 STEPS WHEN INSTALLED SHALL BE A MINIMUM
 OF THREE AT 7 INCHES EACH.
 10) PLEASE PROVIDE INTERIOR FINISH FOR
 WALLS AND CEILINGS IN CLUBHOUSE.
 11) PLEASE PROVIDE HYDRANT LOCATIONS AND
 WATER MAIN SIZES. HYDRANTS SHALL MEET
 UTILITY AND FIRE RESCUE REQUIREMENTS AND
 SHALL BE SPACED BETWEEN 300-500 FEET
 APART.
 12) PLEASE PROVIDE WINDOW INFORMATION
 BY STAIRWAY FOR TYPE 1 BUILDINGS.
 13) PLEASE PROVIDE INFORMATION ON
 BEDROOM WINDOWS FOR TYPE 1 BUILDINGS.
 14) PLEASE PROVIDE INTERIOR FINISH FOR
 TYPE 1 BUILDINGS.
 15) PLEASE PROVIDE BRIDGE WIDTH AND
 WEIGHT LIMITATIONS.
 16) IS GAURD BOOTH STAFFED 24 HOURS A
 DAY.
 17) ALL APARTMENT BUILDINGS TO COMPLY
 WITH NFPA 101, THE LIFE SAFETY CODE,
 1985 EDITION, SECTION 18.
 18) STAIRS TO COMPLY WITH NEW STAIR
 REQUIREMENTS OF NFPA 101, THE LIFE
 SAFETY CODE, 1985 EDITION.
  
 CAPTAIN MIKE CARSILLO
 659-8096,EXT.8497
 835-2910
Review Stop M MECHANICAL (A/C)
Rev No 8 Status P Date 2002-08-05 Cont ID  
Sent By pkrauss Date 2002-08-05 Time 13:54 Rev Time 0.35
Received By pkrauss Date 2002-08-05 Time 13:40 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 7 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.33
Received By hmoser Date 2002-04-06 Time 09:53 Sent To  
Notes
2002-04-06 00:00:00PLANS OK PER PATTY KRAUSS 4/6/02 H.M.
Review Stop M MECHANICAL (A/C)
Rev No 6 Status P Date 2002-04-04 Cont ID  
Sent By pkrauss Date 2002-04-04 Time 11:11 Rev Time 0.35
Received By hmoser Date 2002-04-04 Time 10:54 Sent To  
Notes
2002-04-06 00:00:00PLANS OK PER PATTY KRAUSS 4/6/02 H.M.
2002-04-04 00:00:00ADDED DUCT SMOKE DETECTORS TO PLAN &
 FLOAT SWITCH TO DRAIN PAN INSIDE OF THE
 UNIT.
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2002-03-01 Cont ID  
Sent By pkrauss Date 2002-03-01 Time 09:07 Rev Time 0.35
Received By pkrauss Date 2002-03-01 Time 08:55 Sent To FIRE
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status F Date 2002-01-30 Cont ID  
Sent By btrobaug Date 2002-02-28 Time 15:35 Rev Time 0.50
Received By pkrauss Date 2002-01-30 Time 13:27 Sent To  
Notes
2002-01-30 00:00:00 
  
 PLAN SHEET M-2.C, DETAIL OF AHU -
 CONDENSATE SHALL VENT TO THE ATMOSPHERE
 AS PER COUNTYWIDE AMMENDMENTS 1994 SPC
 804.3 #5.DETAIL DOES NOT INDICATE
 AUXILIARY DRAIN PAN WITH OVER FLOW
 PROTECTION AS REQUIRED PER 1997 SMC
 304.8.6.1.
  
 FAN SHUTDOWN BY DUCT SMOKE DETECTOR WITH
 NOTIFICATION TO ALARM/STOBE IN NORMALLY
 OCCUPIED AREAS AS PER 1997 SMC 406.1 &
 NFPA 90A 4-4.4.3.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2001-09-19 Cont ID  
Sent By pkrauss Date 2001-09-19 Time 16:03 Rev Time 0.25
Received By pkrauss Date 2001-09-19 Time 16:03 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2001-09-07 Cont ID  
Sent By pkrauss Date 2001-09-07 Time 10:53 Rev Time 0.30
Received By pkrauss Date 2001-09-07 Time 10:53 Sent To  
Notes
2001-09-07 00:00:00*******************DENIED***************
  
  
  
 1.AHU #1 THE "CLUB ROOM" SHALL HAVE
 A RETURN AIR FROM THIS AREA.
  
 2.PLAN SHEET M-2.C, NOTE #13 F. STILL
 READS "COMBUSTIBLES IN RETURN AIR
 PLENUM".
  
 3.A/C CLOSET DETAIL STILL HAS THE
 CONDENSATE VENTING INTO THE WALL.
 CONDENSATE SHALL VENT TO THE
 ATMOSPHERE OR A MINIMUM OF 6" ABOVE
 THE INSULATION IN THE ATTIC AREA.
 AMENDED 1994 SPC 804.3 #5.
  
 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 2001-04-06 Cont ID  
Sent By pkrauss Date 2001-04-06 Time 12:35 Rev Time 1.30
Received By pkrauss Date 2001-04-06 Time 10:19 Sent To  
Notes
2001-04-06 00:00:00******************DENIED****************
  
 CLUBHOUSEPERMIT 01021195
  
  
 1.DRAWING NUMBER M-1.C IN THE NOTES,
 13. F. THERE SHALL BE NO COM-
 BUSTIBLES IN THE RETURN AIR PLENUM
 AS PER 1997 SMC 609.1.1.
  
 2.AHU #2 NEEDSRETURN AIR TO THE
 "KIDS FUN CENTER".
  
 3.AHU #1 NEEDS A RETURN AIR TO THE
 "RECEPTION" AREA AS WELL AS THE
 "CLUBROOM".
  
 4.NOTE: PROVIDE DUCT MOUNTED SMOKE
 DETECTOR FOR FAN SHUTDOWN WITH
 NOTIFICATION TO ALARM/STROBE IN
 NORMALLY OCCUPIED AREAS, AS PER
 NFPA 90A 4-4.4.3.
Review Stop P PLUMBING
Rev No 5 Status P Date 2002-04-21 Cont ID  
Sent By kstevens Date 2002-04-21 Time 13:27 Rev Time 0.00
Received By kstevens Date 2002-04-21 Time 13:27 Sent To  
Notes
2002-04-21 00:00:00REVISION OK - MOVED CABANA SINK - ADDED
 SUMP PUMP, TANK FOR FORCED MAIN TO SANT.
Review Stop P PLUMBING
Rev No 4 Status P Date 2002-02-01 Cont ID  
Sent By kstevens Date 2002-02-01 Time 16:17 Rev Time 0.75
Received By kstevens Date 2002-02-01 Time 16:16 Sent To  
Notes
2002-02-01 00:00:00REVISIONS OK FOR CLUBHOUSE
Review Stop P PLUMBING
Rev No 3 Status P Date 2001-09-07 Cont ID  
Sent By pschmitz Date 2001-09-07 Time 15:05 Rev Time 2.00
Received By pschmitz Date   Time   Sent To  
Notes
2001-09-07 00:00:00PLUMBING PLAN REVIEW, PROVISO
 WATER HAMMER ARRESTORS INSTALLED FOR
 SIZE AND LOCATION PER MFG INSTRUCTIONS.
Review Stop P PLUMBING
Rev No 2 Status F Date 2001-07-12 Cont ID  
Sent By pschmitz Date 2001-07-12 Time 17:43 Rev Time 2.50
Received By tjonseck Date   Time   Sent To  
Notes
2001-07-12 00:00:00PLUMBING PLAN REVIEW DENIED,2ND TIME
 THIS REVIEW FOR,CLUB HOUSE, MAINTENANCE
 BUILDING, SPA & POOL, PAVILLION ONLY.
 1) SHT P-2C AS DISCUSSED PREVIOUSLY,AIR
 CHAMBERS SERVE NO USEFUL PURPOSE.
 SPC 94 SEC 607.8.3, LIST TYPE OF WATER
 HAMMER ARRESTOR THAT IS TO BE USED.
 (2)SHT P0-1 POOL PAVILLION BAR SINK SHOW
 ISOMETRIC FOR DWV & WATER PIPING.
 (3) SHT CH-1 CLUB HOUSE REST RM,DOES NOT
 MATCH SHT P0-1 REST RM LAYOUT.
 (4)SHT P-1.C FIXTURE CONNECTION SCHEDULE
 REFERES TO SFBC, WE ARE USING SPC 94.
 (5A) SHT MAIN-1 MAINTENANCE RST RM.
 DOOR IS SWING INTO CLEAR FLR SPACE OF
 TURNING RADIUS, FACBC 97 SEC 4.22.2(1)
 (5B) FLOOR DRAIN IN MAINTENANCE ROOM,
 COMPLY W/SEC 1004.6 SAND TRAP,OR OIL
 SEPERATOR. SEC 1004.6
 (5C) WATER SUPPLY TO FUTURE CAR WASH,
 SHOW FUTURE SANITARY SEWER CONNECTION.
 SPC 94 SEC 104.3
 END OF COMMENTS, PAUL SCHMITZ
 QUESTIONS 561-659-8096X 8233
Review Stop P PLUMBING
Rev No 1 Status F Date 2001-04-08 Cont ID  
Sent By pschmitz Date 2001-04-08 Time 08:11 Rev Time 6.00
Received By pschmitz Date   Time   Sent To  
Notes
2001-04-08 00:00:00PLUMBING PLAN REVIEW DENIED
 REFERENCES SPC 94,SBC 97, FAIR HOUSING
 ACT 1998 REVISED EDITION, FACBC-97.
 (1A) CLUBHOUSE PAVILLION PLANS,DO NOT
 MATCH CLUBHOUSE AMENITY PLANS, ALSO
 SHTS T-A1, TRASH ENCLOSURE STRUCTURE.
 PROVIDE MINIMUM OF 2 COMPLETE SETS OF
 PLANS. SEC.104.3
 (1B) PROVIDE MINIMUM 2 SETS OF CIVIL
 PLANS. SEC 104.3
 (2) SHT P-1C DRINKING FOUNTAINFACBC 97
 SEC 4.1.3(10)(A) PROVISIONS FOR PEOPLE
 WHO HAVE TROUBLE BENDING OR STOOPING.
 (3) SHT P-2C AIR CHAMBERS TO COMPLY WITH
 SEC 607.8.3 ACCESSIBLE,RECHARGEABLE.
 (4) SHT CH-1 DOES NOT MATCH, SHT P-1C,
 URINAL,LAVATORY NOT SHOWN.SEC 104.3
 (5) SHT CH-1 PROVIDE CALCULATIONS FOR
 MINIMUM FACILITIES,TAB 407.
 (6) SHT GH-1 PROVIDE ISOMETRIC DRAWINGS
 OF DWV & WATER PIPE,WITH PIPE SIZES,
 SEC 104.3
 (7A)SHTS M-A1/MAIN.1 H/C,W/C TO BE 18"
 OFF THE WALL, FACBC FIG 28.
 (7B) REST RM DOOR SWINGS INTO TURNING
 RADIUS. FACBC 4.22.2(1).
 (7C) FLOOR DRAIN & FUTURE CAR WASH DRAIN
 AT THE MAINTENANCE GARAGE TO RUN THRU A
 OIL & SAND SEPERATOR.SEC 1004.
 (8) SHT P-101 BUILDING TYPES I,II,III,IV
 COMPLY WITH SEC 710.2.4 BLDG DRAIN CO'S
 (9) SHT P-105 CONDENSATE DRAINS,
 MECHANICAL PLAN REVIEW TO ADDRESS
 PERFORATED CAPS.
 (10) SHT P-105 WATER HEATER PAN DRAINS
 SEC 507.8.2,MINIMUM SIZE 1".
 (11) SHT P-105 BUILDINGS I,II,III,IV
 U/G SANITARY DIAGRAM,COMPLY WITH TAB
 714.1 FOOT NOTE #3, NOT OVER 2 WATER
 CLOSETS ON 3" DRAIN LINE.
 (12) SHT P-1 BACK FLOW PREVENTERS
 REQUIRED ON DOMESTIC WATER TO EA. BLDG.
 LOCAL ORDINANCE # 2938-96.
 (13) SHT P-302 VTR,SBC 704.4.2
 COMBUSTIBLE MATERIALS,NOT PERMITED TO
 PENETRATE FIRE RATED ROOF ASSEMBLY.
 (14)SHT A-5.6 TYPICAL OF ALL TYPES AND
 MODELS,COMPLY WITH FAIR HOUSING ACT
 DESIGN MANUAL REVISED EDITION 1998,
 REGULATION 24,CODE OF FEDERAL REGULATION
 (CFR) 100.205(C)(3)(IV).
 PROVIDE SEPERATE PLANS SPECIFICALLY FOR
 FAIR HOUSING ACT COMPLIANCE, SHOWING AS
 ILLUSTRATED IN THE FAIR HOUSING ACT
 MANUAL,FOR EACH TYPE AND MODEL.
 SHOW DIMENSION,MANEUVERING & CLEAR
 FLOOR SPACE.
 END OF COMMENTS,PAUL SCHMITZ
 QUESTIONS 561-659-8096 X 8233
Review Stop Z ZONING
Rev No 1 Status P Date 2001-10-03 Cont ID  
Sent By jwitmer Date 2001-10-03 Time 11:29 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2001-10-03 00:00:00MASTER: 01021195 SEE APPLICATION
 MICHAEL SANCHEUZ


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