Plan Review Details - Permit 01070541
Plan Review Stops For Permit 01070541
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2002-03-04 Cont ID  
Sent By jwitmer Date 2002-03-04 Time 14:25 Rev Time 3.00
Received By jwitmer Date 2002-03-04 Time 14:25 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2002-02-04 Cont ID  
Sent By jwitmer Date 2002-02-04 Time 07:25 Rev Time 0.75
Received By jwitmer Date   Time   Sent To  
Notes
2002-02-04 00:00:00BUILDING PLAN REVIEW
 PERMIT # 01070541
 4301 S DIXIE HWY
 "PLAN REVIEW"
  
 SBC= 1997 STANDARD BUILDING CODE
  
 PLANS SHALL BE SUBMITTED FOR PERMIT APP-
 LICATION NO LATER THAN FEB. 28,2002
 TO BE CONTINUED TO BE REVIEWED UNDER THE
 1997 STANDARD BUILDING CODE. PLAN SUBMIT
 TED FOR PERMIT APPLICATION ON MARCH 1,
 2002 SHALL BE REVIEWED UNDER THE 2001
 FLORIDA CODE.
  
 1)- SBC 1606.2.6.2 COMPONENTS & CLADDING
 THE CITY SHALL REQUIRE (2 COPIES) OF ALL
 PRODUCT TESTING REPORTS, SBCCI OR DADE
 COUNTY SHALL BE EXCEPTED. A LIST OF
 REPORTS ARE STILL LACKING:
 A) EXTERIOR DOORS
 B) GARAGE OVERHEAD DOORS
 C) SLIDDING GLASS DOORS
 D) WINDOWS
 E) GLASS BLOCK
 F) STORM SHUTTERS WITH FASTENING
 SCHEDULE. SHEET A8.4/1 THIS DETAIL
 SHALL REQUIRE PRODUCT TESTING INDICATING
 THIS CONFIGURATION OR ENGINEERED SITE
 SPECIFIC ENGINEERING, SIGNED & SEALED
 CALCULATIONS.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 X 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2002-01-07 Cont ID  
Sent By jwitmer Date 2002-01-07 Time 10:37 Rev Time 4.00
Received By jwitmer Date 2002-01-07 Time 10:37 Sent To  
Notes
2002-01-07 00:00:00BUIDING PLAN REVIEW
 PERMIT # 01070541
 4301 S DIXIE
 "PLAN REVIEW"
  
 SBC= 1997 STANDARD BUILDING CODE
  
 ***** PLANS SUBMITTED FOR PLAN REVIEW
 JULY 2001 SHALL BE REVIEWED UNDER THE
 1997 BUILDING CODE. IF PLANS ARE NOT SUB
 MITTED FOR PERMIT BEFORE MARCH 1/2002,
 PLANS WILL THEN REVIEWED UNDER THE
 2002 FLORIDA CODE.
  
 1)104.2.2 A SURVEY LESS THAN A YEAR
 OLD.
  
 2)- SBC 1804.2.2 AMENDMENTS, SOILS
 REPORT WITH THE MINIMUM BEARING VALUE.
  
 3)- FL ENERGY CODE/ W MANUAL J
  
 4)- STRUCTURE IS LOCATED IN A FIRE
 DISTRICT, F-102.4 ROOF COVERINGS SHALL
 CONFORM TO THE REQUIREMENTS OF A CLASS
 A OR B ROOF COVERING, PROVIDE MANUFAC-TU
 RES SPEC.
  
 5)- SHEET S1.1 STRUCTURAL DESIGN
 CRITERIA, THE PLANS FILED UNDER THE
 1997 SBC ARE TO BE DESIGNED UNDER ASCE
 7/95. STRUCTURAL PLANS THAT ARE TO BE
 DESIGNED TO THE HIGHER WIND SPEED NEED
 TO INDICATE: ASCE 7/95 / ASCE 7/98.
 PLANS SUBMITTED FOR PERMIT APPLICATION
 AFTER MARCH 1/2002 SHALL BE DESIGNED TO
 ASCE 7-98.
  
 6)-SBC 1606.2.6.2 COMPONENTS & CLADDING
 THE CITY WILL REQUIRE (2 COPIES) OF
 PRODUCT TESTING REPORTS FOR THE FOLLOW-
 ING ITEMS:
 A) EXTERIOR DOORS
 B) GARAGE OVERHEAD DOORS
 C) SLIDDING GLASS DOORS
 D) WINDOWS
 E) GLASS BLOCK THIN, THICK WALL OR IF
 SOLID?
 F) SKYLIGHTS
 G) STORM SHUTTERS
 H) ROOF ASSEMBLIES /TILE
 ALL EXTERIOR WALL OPENINGS SHALL REQUIRE
 THE POSITIVE / NEGATIVEPRESSURES, IN-
 DICATE ON WALL ELEVATIONS. SEE CITY
 INTERPRETATION FOR LARGE MISSLE REISI-
 TANCE TESTING FOR GLAZED OPENINGS.
  
 SHEET A8.4/1 THIS DETAIL SHALL REQUIRE
 PRODUCT TESTING INDICATING THIS CONFIGU-
 RATION OR SITE SPECIFIC ENGINEERING.
  
 7) SHEET A8.3 DETAIL 10/11 INDICATE 1/2"
 EXPANSION BOLTS, NO SPACING OR MIN.
 EMBEDMENT.
  
 ***** PLANS FILED UNDER THE 2001
 FLORIDA CODE, FLORIDA STATE STATUTE
 553.80.2(B) THE LOCAL GOVERNMENT SHALL
 IMPOSE, EACH TIME AFTER THE THIRD SUCH
 REVIEW THE PLANS ARE REJECTED FOR THAT
 CODE VIOLATION, A FEE OF FOUR TIMES THE
 AMOUNT OF THE PROPORTION OF THE PERMIT
 FEE ATTRIBUTED TO PLAN REVIEW.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096X8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2001-10-22 Cont ID  
Sent By jwitmer Date 2001-10-22 Time 18:43 Rev Time 1.75
Received By jwitmer Date 2001-10-22 Time 18:43 Sent To  
Notes
2001-10-22 00:00:00BUILDING PLAN REVIEW
 PERMIT # 01070541
 4301 S DIXIE HWY
 PLAN CHECK # 01070541
  
 SBC= 1997 STANDARD BUILDING CODE
 SBC*= AMENDMENTS/ STANDARD BUILDING CODE
  
 ***** PLANS SUBMITTED FOR PLAN REVIEW
 UNDER 1997 SBC MUST APPLY FOR APPLICA-
 TION FOR PERMIT BEFORE DEC 31/2001.
 PLANS SUBMITTED FOR APPLICATION FOR
 PERMIT AFTER DEC. 31,2001 WILL BE REVIEW
 ED UNDER THE 2001 FLORIDA BUILDING CODE.
 ALL PRODUCT TESTING WILL ALSO HAVE TO RE
 FLECT THE HIGHER WIND REQUIREMENTS*****
  
 1)- STATE STATUTE 481 REQUIRES PLANS
 SUBMITTED FOR PUBLIC RECORD BE SIGNED
 SEALED & DATED BY THE DESIGN PROFESSION-
 AL.
  
 2)- SBC 104.2.2 A SURVEY LESS THAN A
 YEAR OLD.
  
 3)- SBC 1804.2.2* SOILS REPORT WITH THE
 MINIMUM BEARING VALUE.
  
 4)- FL ENERGY CODE ENRGY CALCULATIONS
 INCLUDING MANUAL J.
  
 5)- FIRE DISTRICT F-102.4 ROOF COVERINGS
 SHALL CONFORM TO THE REQUIREMENTS OF
 CLASSA OR B ROOF COVERINGS, PPROVIDE MAN
 UFACTURES SPECS.
  
 6)- S1.1 STRUCTURAL DESIGN CRITERIA,
 THE STATE REQUIRES THAT PLANS BE REVIEW-
 ED UNDER ASCE 7-95 WHICH IS GOVERENED BY
 THE 1997 STANDARD BUILDING CODE.THE
 ASCE7-98 WILL CONFORM TO THE 2001 FL
 CODE, MORE RESTRICTIVE CODE.IF THE
 DESIGN PRO. DESIRE TO BUILD TO THE MORE
 RESTRICTIVE CODE DESIGNATE IT BY
 " ASCE 7-95/ ASCE 7-98".
  
 7)- SBC 1606.2.6.2 COMPONENTS & CLADDING
 THE CITY WILL REQUIRE PRODUCT TESTING
 REPORTS (2 COPIES) FOR THE FOLLOWING
 ITEMS:
 A) EXTERIOR DOORS
 B) OVERHEAD GARAGE DOORS
 C) SLIDING GLASS DOORS
 D) WINDOWS
 E) GLASS BLOCK
 F) SKYLIGHTS
 G) STORM SHUTTERS
 H) ROOFING ASSEMBLIES/ TILE
  
 ALL WALL OPENINGS (DOORS & WINDOWS) WILL
 REQUIRE THE POSITIVE / NEGATIVE PRES-
 SURES THAT WILL BE APPLIED, IMPORTANCE
 FACTOR INTO THE OPENINGS. SEE THE CITY
 INTERPRETATION FOR LARGE MISSLE RESIS-
 TANCE TESTING FOR GLAZED OPENINGS.
  
 SHEET A8.4/1 THIS DETAIL WILL REQUIRE
 PRODUCT TESTING SHOWING THIS CONFIGURA-
 TION OR SITE SPECIFIC ENGINEERING.
  
 8)- SHEET A8.1 DETAIL 2 SBC 1204.2
 REQUIRES THE NONABSORBANT WALL MATERIAL
 BE 48" ABOVE FINISH FLOOR.
  
 9)- WINDOW BUCK DETAIL SHEET A8.4 DETAIL
 #2, 1/2" TAPCONS W/ 4" EMBEDMENT? MANUFA
 CTURES SPEC BOOKS INDICATE 3/16"
 AND 1/4" TAPCONS.
  
 10)- SHEET A8.3 DETAIL 10/11 INDICATE
 1/2" EXPANSION BOLTS NO SPACING OR MIN.
 EMBEDMENT?
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096X8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2001-09-17 Cont ID  
Sent By jwitmer Date 2001-09-17 Time 13:30 Rev Time 0.00
Received By jwitmer Date 2001-10-22 Time 18:00 Sent To  
Notes
2001-09-17 00:00:00BUILDING PLAN REVIEW
 PERMIT # 01070541
 4301 S DIXIE HWY
 PLAN CHECK: 01070541
  
 SBC= STANDARD BUILDING CODE
 SBC*= AMENDMENTS STANDARD BUILDING CODE
  
 TYPE V UNPROTECTED / SPRINKLERED
  
 1)- STAT STATUTE 481 ARCHETECTURAL
 DRAWINGS SUBJECT TO PUBLIC RECORD ARE
 TO BE SIGNED,SEALED & DATED.
  
 2)- SBC 104.2.2* A SSURVEY LESS THAN A
 YEAR OLD.
  
 3)- SBC 1804.2.2* SOILS REPORT, MINIMUM
 BEARING VALUE
  
 4)- FL ENERGY CODE, ENERGY CALCULATIONS.
  
 5)- FIRE DISTRICT F-102.4 ROOF COVERINGS
 SHALL CONFORM TO THE REQUIREMENTS OF
 CLASS"A" OR "B" ROOF COVERINGS.
  
 6)- SHEET A4.2 DETAIL #4 (FOAM) F 102.7
 ARCHITECTURAL TRIM ON BUILDINGS IN A
 FIRE DISTRICTSHALL BE CONSTRUCTED OF
 APPROVED NON-COMBUSTIBLE MATERIALS OR
 FIRE RETARDANT TREATED WOOD.
  
 ASCE 7-98 PRODUCT APPROVALS BASED ON
 145 MPH / 3 SEC. GUST
 7)- COMPONEMNTS & CLADDING
 THE CITY WILL REQUIRE PRODUCT TESTING
 RREPORTS (2 COPIES ) FOR THEFOLLOWING
 ITEMS:
 A- DOORS
 B- OVERHEAD GARAGE DOORS
 C- SLIDING GLASS DOORS
 D- WINDOWS
 E- GLASS BLOCK
 F-SKYLIGHTS
 G- ROOFING MATERIALS & ROOF TILE
  
 ALL WALL OPENINGS (DOORS & WINDOWS) WILL
 REQUIRE THE POSITIVE / NEGATIVE PRESSURE
 THAT WILL BE APPLIED, IMPORTANCE FACTOR,
 WALL & END ZONES ARE TO BE FACTORED INTO
 THE OPENINGS. SEE CITY INTERPRETATION
 FOR LARGE MISSLE IMPACT RESISTANCE FOR
 GLAZED OPENINGS.
  
 WINDOW / SHUTTER ARE TO SHOW PRODUCT
 TESTING AS THET ARE BEING INSTALLED IN
 THIS TYPE INSTALATION. SHEET A8.4/1.
  
 8)- PLANS ARE TO NOTE: FL ACCES CODE
 4.3.6/ 4.5.1 GROUND & FLOOR SURFACES
 ALONG ACCESSIBLE ROUTES AND IN ACCESS-
 IBLE ROOMS & SPACES INCLUDING FLOORS,
 WALKS, RAMPS, STAIRS & CURBS SHALL BE
 STABLE, FIRM, SLIP RESISTANT. ADDAAG A-5
 A STATIC COEFFICIENT OF FRICTION OF 0.6
 IS RECOMMENDED FOR ACCESSIBLE ROUTES
 AND 0.8 FOR RAMPS.A8.1 ROOM FINISH SCH.
  
 9)- STRUCTURAL PLANS SBC 104.2.2*
 ADDITIONAL INFORMATION REQUIRED, MISSING
 IS INFORMATION, FOOTINGS, THE SCHEDULE
 IS THERE BUT NO MARK INDICATION ON S2.1.
 THE SAME FOLLOWS TRUE FOR THE COLUMNS &
 BEAMS.NO HOOPS!!!!!
 THE TRUSS PLAN MISSING THE MEAN ROOF
 HEIGTH, DESIGN INFO, TRUSS AND GIRDER
 LOADS VERTICAL, HORIZONTAL & GRAVITY
 LOADING. SPECIAL ROOF SHEATHING NAILING
 ZONES.
  
 10)- WINDOW BUCK DETAIL SHEET A8.4
 DETAIL #2, 1/2" TAPCONS W/ 4" EMBEDMENT
 IS 1/2" A MISPRINT?
  
 11)- SHEET A8.4 SEC 7 GLASS BLOCK,
 CITY INTERPRETATION GLASS BLOCK TO COMPL
 Y WITH SBC 2112 TO BE EXEMPT FROM STORM
 SHUTTERS. SHOW PRODUCT TESTING.
  
 12)- SHEET A2.3 NO DIMENSIONS
  
 13)- A8.3 DETAILS 10, 11 1/2" EXPANSION
 BOLTS NO SPACING OR MIN. EMBEDMENT.
  
 14)- SBC 1517.1.2.1. TOWERS OVER 25' AND
 OVER 200' HORIZONTALLY 14.66'X 15.33'=
 224.73'
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 X 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-07-17 Cont ID  
Sent By jwitmer Date 2001-07-17 Time 09:16 Rev Time 0.00
Received By jwitmer Date 2001-10-22 Time 18:00 Sent To  
Notes
2001-07-17 00:00:00BUILDING PLAN REVIEW
 PERMIT # 01070541
 4301 S DIXIE HWY
 PLAN CHECK: FIRE STATION
 * INDICATES AMENDMENTS TO SBC
 TYPE V UNPROTECTED/ SPRINKLERED
  
 1)- STATE STATUTE 481: ARCHITECTURAL
 DRAWINGS SUBJECT TO PUBLIC RECORD ARE
 TO BE SIGNED, SEALED & DATED.
  
 2)-A SURVEY LESS THAN A YEAR OLD
  
 3)- SBC 1804.2* SOILS REPORT,MINIMUM
 BEARING VALUE, SOILS TERMITE TREATMENT
 2304.1.2.
  
 4)- BUILDING ANALYSIS: SBC TABLE 1606:
 IMPOPTANCE FACTOR NOT GIVEN,1.15.
 FIRE DISTRICT:
 5)- F1102.4: ROOF COVERINGS SHALL CON-
 FORMTO THE REUIREMENTS OF CLASS "A" OR
 CLASS"B" ROOF COVERINGS.
  
 5)- F102.7 ARCHITECTURAL TRIMON BUILD-
 INGS LOCATED IN A FIRE DISTRICT SHALL
 BE CONSTRUCTED OF APPROVED NON-COMBUST-
 IBLE MATERIALS OR FIRE RETARDANT TREATED
 WOOD.
 PRODUCT APPROVALS
 6)- SBC 1606.2.6.2 COMPONENTS & CLADDING
 THE CITY WILL REQUIRE PRODUCT APPROVALS
 FOR THE FOLLOWING ITEMS:
 A- DOORS
 B- GARAGE DOORS/ OVERHEAD
 C- SLIDING GLASS DOORS
 D- WINDOWS
 E- GLASS BLOCK
 F- SKYLIGHTS
 G- ROOFING MATERIALS & ROOF TILE
 ALL WALL OPENINGS DOORS, WINDOWS NEED
 TO HAVE THE PRESSURES POS/NEG THAT WILL
 BE APPLIED, IMPORTANCE FACTOR & END
 ZONES TO BE INCLUDED IN THESE PRESSURE
 ZONES. SEE CITY POLICY FOR LARGE MISSLE
 IMPACT RESISTANCE GLAZING. 1606.4 /
 1707.4.1*
  
 7)- SBC 104.2.2*: MISSING PAGE "A 7.1"
  
 8)- SBC 1203.1.5 LIGHT & VENTILATION:
 SKYLIGHTS, VENTS, LOUVERS OR MECHANICAL
 VENTILATION MAY BE SUBSTITUTED FOR
 WINDOWS WHEN APPROVED BY THE BUILDING
 OFFICIAL, PROVIDED ADEQUITE LIGHT& VENTI
 LATION IS PROVIDED TO MEET THE REQUIRE-
 MENTS OF THIS CHAPTER.
  
 9)- SBC 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)- NOTE: CERAMIC TILE, FL ACC CODE
 4.3.6/ 4.5.1 GROUND & FLOOR SURFACES
 ALONG ACCESSIBLE ROUTES AND IN ACCESS-
 IBLE ROOMS & SPACES INCLUDING FLOORS,
 WALKS,RAMPS, STAIRS & CURBS SHALL BE
 STABLE, FIRM, SLIP RESISTANT.ADDAAG-
 A-5 A STATIC COEFFICIENT OF FRICTION OF
 0.6 IS RECOMMENDED FOR ACCESSIBLE ROUTES
 AND 0.8 FOR RAMPS.
 STRUCTURAL PLANS
 11)- MISSING IS IN FORMATION ON THE
 FOUNDATION, FOOTINGS, SLAB THICKNESS,
 SIZE OR DEPTH OF FOOTINGS, REINFORCEMENT
  
 12)- MISSING INFORMATION ON COLUMNS &
 BEAMS, SIZE OF, REINFORCEMENT, STRENGTH
 OF CONCRETE, LINTELS, LOADS, HOOPS,
 STIRRUPS, TRUSS ANCHORS ETC.
  
 13)- MISSING MEAN ROOF HEIGTH, TTRUSS
 PLAN LAYOUT, W/ DESIGN INFO SBC OR
 ASCE-7-95 WIND LOADS, CONSISTENTWITH
 DESIGNER OF RECORD. TRUSS & GIRDER
 LOADS, VERTICAL, HORIZONTAL & GRAVITY
 LOADING. SPECIAL ROOF SHEATHING
 NAILING ZONES.
  
 14) MISSING WINDOW & DOOR BUCK DETAIL.
  
 15)- SBC 2309.6 ATTIC ACCESS 22"X36"
  
 16)- SBC 2309.7 ATTIC VENTILATION
  
 17)- DISCREPANCY:SH A4.1 INDICATES A
 "U" STRUCTURE FOR THE KITCHEN EXHAUST,
 IN THE SAME ROOF PLANE A SECOND "U" SHAP
 ED STRUCTURE IS INDICATED BUT NOT SHOWN
 INTHE ELEVATION SHEET A 5.1
  
 THIS IS ONLY A PARTIAL PLAN REVIEW, MORE
 DETAIL IS REQUIRED TO DO A THROUGH
 REVIEW, THE PLANS ARE TO BE A MINIMUM OF
 1/8" SCALE, NOT 1/8" THEN SHRUNK!
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 EX 8412
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2002-01-07 Cont ID  
Sent By dpalmer Date 2002-01-07 Time 14:14 Rev Time 0.00
Received By dpalmer Date 2002-01-07 Time 14:14 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2001-10-22 Cont ID  
Sent By dpalmer Date 2001-10-22 Time 14:40 Rev Time 0.00
Received By dpalmer Date 2001-10-22 Time 14:40 Sent To  
Notes
2001-10-22 00:00:00************ NOTES ****************
  
 1)NOTE: PLEASE NOTE THAT TWO SETS HAVE
 PLANS WILL NEED TO BE SUBMITTED WHEN
 SUBMITTED FOR PERMIT.
 PLEASE NOTE THAT PLANS STILL NEED TO BE
 SIGNED, DATED AND SEALED PER 417.025
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2001-09-14 Cont ID  
Sent By dpalmer Date 2001-09-14 Time 16:02 Rev Time 0.00
Received By dpalmer Date 2001-09-14 Time 16:02 Sent To  
Notes
2001-09-14 00:00:00***************** UNSAT *************
  
 1)NOTE: PLEASE NOTE THAT SOME OF THE
 NOTES FROM THE FIRST PLAN REVIEW WERE
 NOT ADDRESSED OR SHOWN.
  
 2)NOTE: PLEASE SEENOTE #1
  
 3)NOTE: PLEASE SEE NOTE# 3, PLEASE SHOW
 A/C DISCONNECTS ON E4.1
  
 4)NOTE: PLEASE SEE NOTE# 5
  
 5)NOTE: PLEASE SEE NOTE #7
  
 6)NOTE: PLEASE SEE NOTE# 8
  
 7)NOTE: PLEASE SEE NOTE #9 WHEN SUBMITT-
 -ING FOR PERMIT.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FROM
 FIRST AND SECOND 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 2001-07-12 Cont ID  
Sent By dpalmer Date 2001-07-12 Time 09:20 Rev Time 0.00
Received By dpalmer Date 2001-07-12 Time 09:20 Sent To  
Notes
2001-07-12 00:00:00****************** UNSAT **************
  
 1)NOTE: PLEASE NOTE THAT ALL BRANCH
 CIRCUIT #`S NEED TO SHOWN ON PLANS AND
 CORRELATE WITH SUBMITTED PANEL SCHEDULES
  
 2)NOTE: PLEASE NOTE THAT NO PANEL SCHEDU
 LES WERE SUBMITTED FOR REVIEW. NEED TO
 CLARIFY MCB IN PANELS BEING FED FROM
 TRANSFORMERS.
  
 3)NOTE: PLEASE NOTE THAT NO DISCONNECTS
 ARE SHOWN FOR A/C EQUIPMENT PER 440-11
  
 4)NOTE: PLEASE NOTE THAT ONLY TELEPHONE
 LOCATIONS ARE SHOWN ON LV COMM PLANS,
 IF THERE ARE ANY CATV,? PLEASE NOTE THAT
 LOCATIONS NEED TO BE SHOWN ON PLANS.
  
 5) NOTE: PLEASE SHOW GROUNDING ELECTRODE
 GOING TO BUILDING STEEL AND COLD WATER
 PER 250-50.
  
 6)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.
  
 7) NOTE: PLEASE SHOW ALL CONTINUOUS AT
 125%. (LIGHTING ETC)
 PLEASE SHOW CALCUALTIONS COMPLETED WITH
 ANY DERATING PER ART 220. PLEASE NOTE
 THAT LOAD CALCULATIONS SHOW NO DERATING
 AND LOAD SHOWN EXCEEDS RATING OF GENER-
 -ATOR.
  
 8)NOTE: PLEASE NOTE THAT THERE IS NO
 DISCONNECT SHOWN FOR GENERATOR FEED
 GROUPED WITH MAIN. DOES ATS HAVE A
 MANUAL MEANS OF DISCONNECT?
 PLEASE NOTE THAT A MEANS OF DISCONNECT
 IS REQ`D PER 225-31, GROUPED PER 230-72
 A MANUAL MEANS PER 230-76. PLEASE NOTE
 THAT SHUNT TRIPS ARE NOT RATED FOR
 SERVICE DISCONNECTS PER 230-79.
  
 9)NOTE: PLEASE NOTE THAT PER FS AND FAC
 61G15-23.002 ALL PLANS MUST CONTAIN
 TITLE BLOCK OF ENGINEER OF RECORD ON ALL
 SHEETS. PLEASE NOTE THAT PLANS ARE TO
 SIGNED,DATED AND SEALED WHEN SUBMITTING
 FOR PERMIT.
  
  
 PLEASE SUBMIT ALL THE ABOVE INFORMATIONF
 FOR REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELELCTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop ENG ENGINEERING CSD
Rev No 5 Status P Date 2002-01-29 Cont ID  
Sent By mamini Date 2002-01-29 Time 11:10 Rev Time 1.00
Received By mamini Date 2002-01-29 Time 11:10 Sent To  
Notes
2002-01-29 00:00:00PASSED:
 1. RESPONSES TO ALL REVIEW COMMENTS
 SATISFACTORY.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 4 Status F Date 2001-12-27 Cont ID  
Sent By mamini Date 2001-12-27 Time 08:15 Rev Time 2.00
Received By mamini Date 2001-12-27 Time 08:15 Sent To  
Notes
2001-12-27 00:00:00FAILED :
 1. PLEASE REFER TO THE PREVIOUS REVIEW
 COMMENTS DATED 10/19/01.
 2. PLEASE PROVIDE POLLUTION PREVENTION
 PLANS FOR THE ENTIRE CONSTRUCTION SITE.
 PLAN MUST BE INSTALLED IN FIELD PRIOR TO
 ANY EARTH / SITE WORKS.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2001-10-19 Cont ID  
Sent By mamini Date 2001-10-19 Time 13:37 Rev Time 2.00
Received By mamini Date 2001-10-19 Time 13:36 Sent To  
Notes
2001-10-19 00:00:00FAILED :
 1. REMOVAL/RELOCATION OF TREES SHOULD BE
 COORDINATED WITH CITY'S GROUND OPERATION
 SUPERINTENDENT.
 2. PLEASE REFER TO CIVIL PLANS FOR
 REVIEW COMMENTS AS MARKED.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2001-09-14 Cont ID  
Sent By mamini Date 2001-09-14 Time 09:46 Rev Time 3.00
Received By mamini Date 2001-09-14 Time 09:46 Sent To  
Notes
2001-09-14 00:00:00FAILED:
 1. PLEASE SPECIFY THE THICKNESS OF THE
 SUBGARADE FOR PROPOSED DRIVEWAYS AND
 PARKING AREA.
 2. PLEASE SHOW DETAILS FOR THE PATTERNED
 CONCRETE AREA AND SLAB ON GRADE IN
 APPARATUS BAY AREA OR REFER TO
 APPROPRIATE SHEET FOR DETAILS.
 2. PLEASE REVISE THE PARKING SPACE
 STRIPING DETAIL TO COMPLY WITH CITY'S
 REQUIREMENTS, ALL OFF- STREET PARKING
 SPACES MUST BE PAINTED WITH DOUBLE 4"
 WHITE FOR REGULAR AND BLUE FOR
 H.C PARKINGS.
 3. PLEASE SPECIFY SIZE FOR THE OIL/WATER
 SEPARATOR AND SHOW CONNECTION TO THE
 TRENCH DRAINS ( PLUMBING PLANS ), CALL
 RODNEY COMPO FOR INSTALLATION/INSPECTION
 AT 837-4051 EXT. 4074.
 4. PLEASE PROVIDE DETAILS FOR THE
 PROPOSED DUMPSTER, REFER TO PREVIOUS
 REVIEW COMMENTS FOR THE REQUIREMENTS.
 5. PLEASE PROVIDE LANDSCAPING AND
 IRRIGATION PLANS.
 6. SHEET 5 OF 17, SANITARY SEWER PROFILE
 SHOWS THAT 8" PVC SAN. IS CONNECTED TO
 EXISTING MH AT INV. 10.0 AND 8" PVC
 LEAVING AT INV. 4.5W, IS THE EXISTING
 MH A DROP MH ?
 7. PLEASE PROVIDE DETAILS FOR THE
 STRIP DRAINAND SPICIFY THE SIZE OF THE
 RCP CONNECTING TO THE PROPOSED TYPE C
 INLET.
 8. ALL PLANS AND CALCULATIONS SUBMITTED
 FOR PERMITTING MUST BE SIGNED AND SEALED
 BY THE DESIGN ENGINEERS AT THE TIME FOR
 ACTUAL PERMITTING.
  
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2001-07-12 Cont ID  
Sent By mamini Date 2001-07-12 Time 16:36 Rev Time 3.00
Received By mamini Date 2001-07-12 Time 15:41 Sent To  
Notes
2001-07-12 00:00:00FAILED:
 1. PLEASE SUBMIT STORM WATER CALCULATION
 FOR OUR REVIEW AND APPROVAL.
 2. PLEASE INCLUDE DETAILS FOR THE
 PROPOSED DRY RETENTION POUND.
 3. PLEASE PROVIDE POLLUTION PREVENTION
 PLAN FOR ENTIRE SITE.
 4. A CLEAN-OUT WILL NEED TO BE INSTALLED
 IN THE SANITARY SEWER LATERAL, ON THE
 PROPERTY, AT THE BACK OF THE SIDEWALK.
 5. PLEASE VERIFY IF THERE IS AN EXISTING
 HYDRANT IN FRONT OF PROPOSED DRIVEWAY
 ENTRANCE.
 6. IF GARBAGE IS TO BE PICKED UP BY THE
 CITY, THE DUMPSTER ENCLOSURE SHOULD HAVE
 A MINIMUM OF 12'-6" CLEAR BETWEEN THE
 GATE POSTS AND IT SHOULD BE 12'-6" WIDE
 AND 12' DEEP.
 7. PLEASE COORDINATE WITH PUBLIC
 UTILITIES ENGINEERING SERVICES FOR ALL
 THE NEW CONNECTIONS TO THE CITY SERVICES
 ,659-8040.
 8. A SEPARATE DEP PERMIT WILL BE
 REQUIRED.
 9. A DETAILED REVIEW WILL BE DONE AT THE
 TIME OF ACTUAL PERMITTING, AND WHEN CIVL
 PLANS ARE COMPLETEY DEVELOPED.
  
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2002-01-29 Cont ID  
Sent By mcarsill Date 2002-01-29 Time 15:03 Rev Time 0.00
Received By mcarsill Date 2002-01-29 Time 15:03 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status F Date 2001-12-28 Cont ID  
Sent By mcarsill Date 2001-12-28 Time 08:38 Rev Time 0.00
Received By mcarsill Date 2001-12-28 Time 08:38 Sent To  
Notes
2001-12-28 00:00:00PLEASE SEE PREVIOUS PLAN REVIEW COMMENTS
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2001-10-22 Cont ID  
Sent By mcarsill Date 2001-10-22 Time 11:05 Rev Time 0.00
Received By mcarsill Date 2001-10-22 Time 11:05 Sent To  
Notes
2001-10-22 00:00:001) WRONG LIFE SAFETY CODE REFERENCED.
 SHOULD READ 1985 EDITION NOT 1997
 EDITION.
 2) OPENINGS BETWEEN THE MEDIAN ONLY
 PROVIDES FOR 11 FEET IN CLEAR WIDTH. HOW
 IS FIRE APPARATUS EXPECTED TO PASS
 THROUGH THESE OPENINGS.
 3) THE FIRE HYDRANT PLANNED FOR USE
 IS TO MEET UTILITY DEPARTMENT STANDARDS.
 4) SEPARATE PLANS AND PERMITS REQUIRED
 FOR HOOD,DUCT,AND EXTINGUISHING SYSTEMS.
 5) HANDRAILS AND GUARDS TO COMPLY WITH
 NFPA STANDARDS.
 6) BUILDING ADDRESS NOT SHOWN ON
 ELEVATION DRAWINGS.
 7) NO INTERIOR FINISH CLASSIFICATION
 INFORMATION PROVIDED WITH PLANS.
 8) ONLY TWO DOORS ARE SHOWN AS LABELED
 DOORS. PLEASE CLARIFY.
 9) PLEASE SEE PREVIOUS PLAN REVIEW
 COMMENTS.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2001-09-17 Cont ID  
Sent By mcarsill Date 2001-09-17 Time 09:42 Rev Time 0.00
Received By mcarsill Date 2001-09-17 Time 09:42 Sent To  
Notes
2001-09-17 00:00:001) BUILDING ADDRESS REQUIRED PER CITY
 CODE 3343-00.
 2) PROVIDE MORE DETAILS ON OUTDOOR
 DIESEL FUEL TANK. ALSO PLEASE SHOW
 BOLLARD PROTECTION AND APPROPRIATE
 SIGNAGE FOR THE TANK.
 3) NO DOOR HARDWARE SHOWN ON DOOR
 SCHEDULE.
 4) SCALE ON LIFE SAFETY PLAN DOES NOT
 APPEAR TO BE CORRECT.
 5) WATER AND SEWER DETAILS DIFFICULT
 TO READ DUE TO SIZE OF WRITING.
 6) PLEASE PROVIDE DETAILS ON FIRE MAIN
 TYPE.
 7) A TWO-HOUR FIRE SEPARATION IS
 REQUIRED FOR THE GENERATOR ROOM IF IT
 WILL CONTAIN FLAMMABLE OR COMBUSTIBLE
 LIQUIDS. OPENING PROTECTIVES REQUIRED
 OF AT LEAST 1 1/2 HOURS.
 8) NO FIRE SPRINKLER OR HYDRAULIC
 CALCULATIONS PROVIDED WITH PLANS.
 9) KITCHEN EXHAUST TERMINATION SHALL
 BE A MINIMUM OF AT LEAST 10 FEET FROM
 SUPPLY AIR POINT.
 10) PLEASE PROVIDE INTERIOR FINISH
 CLASSIFICATION INFORMATION FOR WALLS
 AND CEILINGS.
 11) PLEASE PROVIDE MORE DETAILS ON GATE
 12) NO FIRE SEPARATION SHOWN BETWEEN
 BAY AND NORTH SIDE OF BUILDING?
 13) NO LIGHTING SHOWN FOR STAIR TOWER
 146.
 14) SEPARATE PLANS AND PERMITS REQUIRED
 FOR FIRE ALARM SYSTEM. CUT SHEETS,
 WIRING DIAGRAMS AND BATTERY CALCULATIONS
 ARE REQUIRED. FIRE ALARM SYSTEM TO BE
 CLASS A OR FULLY ADDRESSABLE.
 15) WRONG LIFE SAFETY CODE REFERENCED.
 SHOULD READ 1985 EDITION.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2001-07-13 Cont ID  
Sent By rturnque Date 2001-07-13 Time 13:41 Rev Time 0.00
Received By rturnque Date 2001-07-13 Time 13:49 Sent To  
Notes
2001-07-13 00:00:001.PROVIDE AN APPROVED CLASS "A" OR
 ADDRESSABLE FIRE ALARM SYSTEM THROUGHOUT
 2.PROVIDE APPROVED SMOKE DETECTORS IN
 DORMITORY AREAS.
 3. PROVIDE EXIT LIGHTS AT THE EAST AND
 WEST EXTREMES OF DORMITORY AREAS.
 4. PROVIDE EMERGENCY LIGHTING THROUGHOUT
 TRAINING TOWER.
 5. INTERIOR FINISH SHALL BE CLASS A OR B
 IN EXIT ACCESS AREAS AND CLASS A,B, OR C
 IN LOBBIES, CORRIDORS AND INDIVIDUAL
 AND GUEST ROOMS.
 6.EACH DORMITORY ROOM SHALL BE PROVIDED
 WITH A SELF CLOSING, 20 MINUTE FIRE DOOR
 7. FIRE RESISTANCE FOR INTERIOR CORRIDOR
 SHALL BE 30 MINUTES.
 8. EVERY HAZARDOUS AREA SHALL BE SEPARAT
 ED BY 1 HOUR FIRE RESISTANCE RATING.
Review Stop G GAS REVIEW
Rev No 1 Status N Date 2002-02-01 Cont ID  
Sent By kstevens Date 2002-02-01 Time 14:44 Rev Time 0.00
Received By kstevens Date   Time   Sent To  
Notes
2002-02-01 00:00:00---GAS RISER DIAGRAM SIZED WRONG---
 ---SUBMIT RISER WITH APPLICATION---
  
 KSTEVENS
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2002-01-04 Cont ID  
Sent By pkrauss Date 2002-01-04 Time 16:38 Rev Time 0.45
Received By pkrauss Date 2002-01-04 Time 16:38 Sent To  
Notes
2002-01-04 00:00:00 
  
 ADDITIONAL PERMITS REQUIRED FOR HOOD,
 FIRE SUPRESSION AND FUEL.PLEASE
 SUBMIT PLANS AND MANUFACTURER SUBMITTAL
 DATA/CUT SHEETS WITH PERMIT APPLICATION.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2001-10-18 Cont ID  
Sent By pkrauss Date 2001-10-18 Time 13:08 Rev Time 0.40
Received By pkrauss Date 2001-10-18 Time 12:27 Sent To  
Notes
2001-10-18 00:00:00*******************DENIED***************
  
  
 1.2ND REQUEST FOR AIR BALANCE SCHEDULE
 SHOWING COMPLIANCE WITH 1997 SMC
 501.2.
  
 2.PLEASE CLARIFY DETAIL 3 ON PLAN
 SHEET M2.2.ACCESS FOR FILTER
 HOUSING OF THE SUPPLY DUCT FOR THE
 HOOD.
  
 ADDITIONAL PERMITS REQUIRED FOR HOOD,
 FIRE SUPRESSION AND WALK-IN COOLERS.
 PLEASE PROVIDE PLANS AND MANUFACTURER
 SUBMITTAL DATA WITH PERMIT APPLICATION.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2001-09-17 Cont ID  
Sent By pkrauss Date 2001-09-17 Time 09:12 Rev Time 1.00
Received By pkrauss Date 2001-09-17 Time 07:57 Sent To  
Notes
2001-09-17 00:00:00******************DENIED****************
  
  
 PLEASE PROVIDE THE FOLLOWING INFORMATION
 FOR REVIEW:
  
  
 1.OUTSIDE AIR CALCULATIONS AS PER
 ASHRAE 62-89.
  
 2.AIR BALANCE SCHEDULE SHOWING
 COMPLIANCE WITH 1997 SMC 501.2.
  
 3.PROVIDE DETAILS FOR VENTILATION FOR
 THE GENERATOR ROOM.
  
 4.PROVIDE MANUFACTURER INFORMAION FOR
 GENERATOR AS WELL AS FUEL TANK.
  
 5.INDICATE SIZE, MATERIAL, LOCATION
 AND TERMINATION OF DRYER EXHAUST.
  
 6.DETAIL 4 ON PLAN SHEET M3.1, REFER
 TO PLANS FOR CONDENSATE CONTINUATION
 NO CONDENSATE INDICATED ON PLAN.
 CONDENSATE NEEDS TO BE SIZED ON
 SHOWN ON PLAN.
  
 NOTE:SEPARATE PERMITS REQUIRED FOR
 FUEL, HOOD AND FIRE SUPRESSION.
 PLEASE SUBMIT PLANS AND ALL
 MANUFACTURER SUBMITTAL DATA WITH
 PERMIT APPLICATION.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSSS AT 659-8096 EXT.
 8388.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2001-07-16 Cont ID  
Sent By pkrauss Date 2001-07-16 Time 10:04 Rev Time 1.00
Received By pkrauss Date 2001-07-16 Time 09:51 Sent To  
Notes
2001-07-16 00:00:00*******************DENIED***************
  
  
 PLEASE PROVIDE THE FOLLOWING INFORMATION
 FOR REVIEW.
  
  
 1.PLANS INDICATING EQUIPMENT LOCATION,
 ALL DUCTWORK, CFM DISTRIBUTIONAND
 EXHAUST SYSTEM.
  
 2.OUTSIDE AIR CALCULATIONS AS PER
 ASHRAE 62-89 AS WELL AS AIR BALANCE
 SCHEDULE TO SHOW COMPLIANCE WITH
 1997 SMC 501.2.
  
 3.PROVIDE DETAILS FOR VENTILATION FOR
 GENERATOR ROOM.
  
 NOTE:ADDITIONAL PERMITS REQUIRED FOR
 KITCHEN HOOD AND WALK-IN COOLERS.
 PLEASE PROVIDE PLANS AND
 MANUFACTURER DETAILS WITH
 PERMIT APPLICATION.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT
 PATTY KRAUSS AT 659-8096 EXT. 8388.
Review Stop P PLUMBING
Rev No 5 Status P Date 2002-02-01 Cont ID  
Sent By kstevens Date 2002-02-01 Time 14:16 Rev Time 1.25
Received By kstevens Date 2002-02-01 Time 14:16 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 4 Status F Date 2002-01-05 Cont ID  
Sent By kstevens Date 2002-01-05 Time 11:12 Rev Time 2.50
Received By kstevens Date 2002-01-05 Time 11:11 Sent To  
Notes
2002-01-05 00:00:00DENIED
 REFERENCE: SPC-94-FACBC-97
  
 1) FROM PREVIOUS REVIEWS - SHTS A7.1 &
 A7.2 PLEASE SHOW CLEAR FLOOR SPACE FOR
 ALL HDCP FIXTURES. FACBC SEC 4.22.5
 2) FROM PREVIOUS REVIEWS - SHTS A7.1 &
 A7.2 RM #11 SHOW CLEAR FLOOR SPACE SEC
 4.24.5
 3) FROM PREVIOUS REVIEWS - SHTS A7.1 &
 A7.2 TOILET ROOM #124 SHOW CLEAR FLOOR
 SPACE, CURB DETAIL FOR SHOWER, SHOWER
 CONTROL DETAIL, W/C TO BE 18" OFF WALL,
 SHOWER SIZE. FACBC SEC 4.1.3(11) & SEC
 4.21
 4) FROM PREVIOUS REVIEWS - SHTS A7.1 &
 A7.2 DORM ROOMS #118 & #132 COMPLY WITH
 SEC 4.22 ACCESSIBLE TOILET ROOMS CLEAR
 FLOOR SPACE. SHOWER STALL DETAILS FOR
 CURBS, GRAB BARS, CONTROLS, SEAT AND
 GIVE SHOWER DEMENSIONS SEC 4.21
 5) FROM PREVIOUS REVIEWS - PAGE P4.2,
 WATER RISER DIAGRAM. HOT WATER ONLY TO
 DISHWASHER. HOT AND COLD SHOWN.
 6) PAGE P4.2 WATER RISER DIAGRAM, WATER
 HAMMER ARRESTORS TO BE LOCATED NEAR
 SOURCE OF SHOCK NEAR FIXTURE NOT ON TOP
 OF DROP AS SHOWN.
 7) FROM PREVIOUS REVIEW - SHT P4.2 GAS
 PERMIT APPLICATION REQUIREMENTS HAVE NOT
 ALL BEEN ADDRESSED AS REQUESTED. PLEASE
 SEE ATTACHED SHEET AND SUBMIT ADDITIONAL
 INFORMATION REQUIRED.
 1. SUBMIT AN ISOMETRIC DRAWING THAT
 CLEARLY SHOWS ALL CUT SECTIONS OF PIPE
 AND CORRESPONDING LENGTHS PER STANDARD
 GAS CODE.
 2. SHOW TYPE OF PIPING MATERIAL BEING
 INSTALLED, ALL PIPE SIZES, (AND THE EDH
 NUMBER OF CORRUGATED STAINLESS STEEL
 TUBING FOR EACH PIPE SIZE BEING USED.
 5. SHOW THE DISTANCE FROM THE POINT OF
 DELIVERY, (METER), TO THE MOST REMOTE
 OUTLET IN THE BUILDING AND/OR SYSTEM PER
 THE STANDARD GAS CODE SEC. 305.4(I).
 7. INDICATE THE DELIVERY PRESSURE (PSI)
 PER STANDARD GAS CODE SEC. 305.2. IF
 NATURAL GAS SPECIFY .5 PSI OR 2 PSI.
 9. SUBMIT MANUFACTURE SHEETS FOR ALL GAS
 EQUIPMENT TO VERIFY COMPLIANCE WITH
 STANDARDS NFPA 54, NFPA 58, AND THE
 STANDARD GAS CODE SEC. 402.
 12. EMERGENCY HOOD SHUT DOWN SHUT OFF
 VALVE TO BE BELOW CEILING. MANUAL SHUT
 OFF VALVE TO BE UPSTREAM. UNION TO BE
 DOWN STREAM OF MANUAL VALVE.
 8) SHT A7.1 & A7.2 RM #118 DETAIL #4 PER
 FACBC SEC 4.17.3(2) ACCESSIBLE WATER
 CLOSET SHALL BE LOCATED IN THE CORNER,
 DIAGONAL TO THE DOOR.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop P PLUMBING
Rev No 3 Status F Date 2001-10-26 Cont ID  
Sent By kstevens Date 2001-10-26 Time 14:02 Rev Time 1.75
Received By kstevens Date 2001-10-26 Time 14:02 Sent To  
Notes
2001-10-26 00:00:00DENIED
 REFERENCES: SPC-94 - FACBC-97 - SGC-97
  
 1) FS 61G15-23.002(1) PLANS TO BE SIGNED
 DATED AND SEALED. 2 COPIES REQUIRED.
 2) FS 61G1-16.003 PLANS TO BE SIGNED,
 DATED AND SEALED. 2 COPIES REQUIRED.
 3) PAGES A7.1/A7.2 FROM PREVIOUS REVIEWS
 PLEASE SHOW CLEAR FLOOR SPACE FOR ALL
 HDCP FIXTURES. FACBC SEC 4.22.5 SHT P2.1
 4) FROM PREVIOUS PLAN REVIEWS. PAGES -
 A7.1/A7.2 RM #11, PANTRY (BREAK RM) SINK
 TO COMPLY WITH SEC 2.24.1 ACCESSIBLE,
 SEC 2.24.2 HEIGHT, CLEAR FLOOR SPACE SEC
 2.24.5.
 5) FROM PREVIOUS PLAN REVIEWS. PAGES -
 A7.1/A7.2 TOILET ROOM #124, PRIVATE
 TOILET RM TO BE ADAPTABLE. SHOW DETAILS
 FOR BACKING, CLEAR FLOOR SPACE, CURB,
 W/C TO BE 18" OFF WALL, SHOWER CONTROLS
 AND SHOWER SIZE. FACBC SEC 4.1.3(11) &
 SEC 4.21.
 6) FROM PREVIOUS REVIEWS. PAGE A7.1/A7.2
 DORM RMS #118 & #132 COMPLY WITH SEC
 4.22, ACCESSIBLE TOILET RM'S CLEAR FLOOR
 SPACE. SHOW SHOWER STALL DETAILS FOR
 CURBS, GRAB BARS, CONTROLS, SEAT AND
 GIVE SHOWER DEMENSIONS. SEC 4.21
 7) PAGE P3.1 MED STORAGE RM #106, INDIR-
 ECT WASTE SHALL GO TO FLOOR SINK WITH
 TRAP PRIMER. STILL SHOWN GOING TO FLOOR
 DRAIN. FROM PREVIOUS REVIEW.
 8) PAGE P4.2 WATER RISER DIAGRAM, HOT
 WATER ONLY TO DISHWASHER.
 9) PAGE P4.1 SANT RISER DIAGRAM FLOOR
 DRAIN MISSING BY S/5 RM #124
 10) PAGE P3.1 THREE COMPARTMENT SINK IN
 KITCHEN SHALL HAVE INDIVIDUAL TRAPS TO
 EACH COMPARTMENT. SPC SEC 1001.8.1
 11) PAGE P3.1 PANTRY ROOM ENLARGEMENT
 SHOWS SINK P-19 BEHIND P-15 SINK, PAGE
 P4-1 SANITARY RISER DIAGRAM SHOWS A P-4
 FOR THAT FIXTURE. PLEASE CLAIRFY.
 12) GAS PERMIT APPLICATION REQUIREMENTS
 HAVE NOT BEEN ADDRESSED AS REQUESTED.
 PLEASE ADDRESS ALL REQUIREMENTS.
 13) A MEETING AT CITY HALL SHOULD BE
 SCHEDULED TO ADDRESS ISSUES THAT NEED TO
 BE ADDRESSED FOR ALL TRADES AND BLDG.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT. 8377
Review Stop P PLUMBING
Rev No 2 Status F Date 2001-09-15 Cont ID  
Sent By kstevens Date 2001-09-15 Time 14:15 Rev Time 3.00
Received By kstevens Date 2001-09-15 Time 15:21 Sent To  
Notes
2001-09-15 00:00:00DENIED
 REFERENCES: SPC-94 - SGC-97 - FACBC-97
 1) PLEASE SUBMIT A STANDARD SIZE SET OF
 PLANS FOR REVIEW.
 2) #3 FROM PREVIOUS REVIEW. SHT P2.1
 PLEASE SHOW CLEAR FLOOR SPACE FOR ALL
 HANDYCAP FIXTURES. FACBC SEC. 4.22.5
 3) FROM PREVIOUS REVIEW. D/FOUNTAINS SEC
 4.1.3(10) (A) CUP DISPENSER FOR THOSE
 WHO HAVE TROUBLE BENDING OR STOOPING, OR
 USE A HIGH LOW D/F.
 4) FROM PREVIOUS PLAN REVIEW. RM #111
 PANTRY (BREAK RM) SINK TO COMPLY WITH
 SEC. 4.24.1 ACCESSIBLE, HEIGHT, SEC.
 4.24.2, CLEAR FLOOR SPACE SEC. 4.24.5.
 5) FROM PREVIOUS PLAN REVIEW. TOILET RM
 #124, PRIVATE TOILET ROOM TO BE ADAPTI-
 BLE. SHOW DETAILS ON BACKING, CLEAR
 FLOOR SPACE, CURB, W/C TO BE 18" OFF
 WALL, SHOWER CONTROLS AND SHOWER SIZE.
 SEC 4.1.3(11) AND SEC 4.21
 6) FROM PREVIOUS PLAN REVIEW. DORM RMS
 #118 AND #132 COMPLY WITH SEC 4.22,
 ACCESSIBLE TOILET RM'S, CLEAR FLOOR
 SPACE. SHOW SHOWER STALL DETAILS FOR
 CURBS, GRAB BARS, CONTROLS, SEAT AND
 GIVE SHOWER DIMENSIONS. SEC 4.21
 7) KITCHEN RM #135 AND MED STORAGE RM
 #106. ALL INDIRECT WASTE TO FLOOR SINK.
 WITH TRAP PRIMERS. HUB DRAINS NOT ALLOW-
 ED.
 8) FROM PREVIOUS PLAN REVIEW. COMPLY
 WITH SEC 104.3, PLANS: PROVIDE AN ISO-
 METRIC RISER DIAGRAM OF THE DWV AND
 WATER PIPING. SHOW ALL PIPE SIZES AND
 MATERIAL.
 9) FROM PREVIOUS PLAN REVIEW. KITCHEN
 RM #135 SEE ATTACHED GAS PERMIT APPLICA-
 TION REQUIREMENTS. ADDRESS EACH COMMENT.
 SEPARATE GAS PERMIT REQUIRED.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT. 8377
Review Stop P PLUMBING
Rev No 1 Status F Date 2001-07-12 Cont ID  
Sent By pschmitz Date 2001-07-12 Time 20:09 Rev Time 3.00
Received By pschmitz Date   Time   Sent To  
Notes
2001-07-12 00:00:00PLUMBING PLAN REVIEW, DENIED.
 CODE REFERENCES SPC-94,SGC-97, FACBC-97
 (1) SHT-2,SITE PLAN: GREASE TRAP TO BE
 SIZED BY WPB REGIONAL SEWER PLANT.
 CONTACT RODNEY COMPO 561-837-4074.
 (2) ALL SITE UTILITIES, 5'OUTSIDE OF THE
 BUILDING,TO COMPLY WITH CITY OF WPB UTIL
 ITIES STDS, SEE ENGINEERING COMMENTS.
 (3) SHT P2-1 PARK REST RM'S #141,#142
 COMPLY W/FACBC SEC 4.22 ACCESSIBLE
 TOILET RM'S,TURNING RADIUS,CLEAR FLOOR
 SPACE SEC 4.22.5
 D/F SEC 4.1.3(10)(A) CUP DISPENSER FOR
 THOSE WHO HAVE TROUBLE BENDING OR
 STOOPING.OR USE A HIGH LOW D/F.
 (4) FLOOR DRAINS IN PUBLIC REST RM'S,
 SEC 409.4, MIN SIZE 3", W/TRAP PRIMER.
 (5) PUBLIC TOILET RM #112,COMPLY W/SEC.
 4.22, ACCESSIBLE TOILET RM'S FOR PUBLIC.
 (6) RM #111 PANTRY (BREAK RM) SINK TO
 COMPLY W/ SEC 4.24.1 ACCESSIBLE,HEIGHT
 SEC 4.24.2,CLEAR FLR SPACE,SEC 4.24.5
 (7) TOILET RM #124, PRIVATE TOILET RM
 TO BE ADAPTABLE, SEC 4.1.3(11).
 SHOWER SEC 4.21,SIZE,SEAT,CURB,GRAB BARS
 CONTROLS.
 (8) DORM REST RM'S #118,#132 COMPLY WITH
 SEC 4.22, ACCESSIBLE TOILET RM'S, CLEAR
 FLOOR SPACE.SHOWER STALL.SEC 4.21 SIZE
 SEAT,CURB,GRAB BARS,CONTROLS.
 (9) KITCHEN: RM #135, ALL INDIRECT WASTE
 TO FLR SINKS\\, (ICE MACHINE)
 (10) KITCHEN: RM #135,SEE ATTACHED GAS
 PERMIT APPLICATION REQUIRMENTS,ADDRESS
 EA COMMENT CIRCLED (13),SEPERATE PERMIT
 REQUIRED.
 (11) COMPLY W/SEC 104.3,PLANS: PROVIDE
 AN ISOMETRIC DRAWING,OF THEDWV, WATER
 PIPING,PIPE SIZES, MATERIAL.
 WATER HEATER, LOCATION.
 (12) AIR CHAMBERS, COMPLY W/SEC 607.8.3
 USE WATER HAMMER ARRESTORS, AS SPECIFIED
 BY MFG.
 END OF COMMENTS PAUL SCHMITZ
 QUESTIONS561-659-8096X8233
Review Stop Z ZONING
Rev No 2 Status P Date 2002-02-26 Cont ID  
Sent By sgraham Date 2002-02-26 Time 15:58 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
2002-02-26 00:00:00APPROVED AS AJONES-VANN2-26-01
Review Stop Z ZONING
Rev No 1 Status F Date 2001-09-18 Cont ID  
Sent By sgraham Date 2001-09-18 Time 11:17 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
2001-09-18 00:00:00VARIANCE REQUIRED FOR ZONING APPROVAL
 PLANS DOES NOT MEET HEIGHT REQUIREMENTS


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