Plan Review Details - Permit 03092027
Plan Review Stops For Permit 03092027
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2003-12-29 Cont ID  
Sent By jwitmer Date 2003-12-29 Time 11:29 Rev Time 1.11
Received By jwitmer Date 2003-12-29 Time 11:29 Sent To  
Notes
2003-12-29 00:00:00BUILDING PROVISO:
 1) FOLLOW SOILS REPORT FOR DENSIFICATION
 2) NO PRODUCT APPROVAL FOR ROOF, TO BE
 SUBMITTED UNDER A SEPERATE PERMIT
 3) NO WINDOW/ DOOR BUCK DETAIL, SEE
 1707.4.4.2
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-12-11 Cont ID  
Sent By csiegber Date 2003-12-23 Time 16:05 Rev Time 2.50
Received By jwitmer Date 2003-12-11 Time 10:54 Sent To  
Notes
2003-12-11 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03092027
 ADD: 518 PINE TERRACE
 CONT: KARNS CONSTRUCTION
 TEL: (561)371-6542
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 ACTION: DENIED
 1) THE PERMIT APLICATION IS MISSING THE
 BACK PAGE WITH THE CONTRACTORS SIGNA-
 TURE.
  
 2) SHEET # 4 DETAIL FOR RESTROOMS, THE
 8 X 11 DETAIL STILL INDICATES THE DOUBLE
 TOP PLATE EVEN WITH THE TOP OF THE
 CEILING JOIST, FOR THIS TYPE OF CONSTRUC
 TION INDICATE WHAT TYPE OF BUCKETS WILL
 BE USED FOR ATTACHMENT. THE FIRE BLOCK-
 ING WILL BE CORRECT IN THIS POSITION.
 THE SECOND ISSUE WOULD BE A SIGN TO
 INDICATE THERE SHALL BE NO STORAGE ABOVE
 THIS ROOM, OTHERWISE IF TO BE USED FOR
 STORAGE:
 106.4.3.SIGNS REQUIRED. IN EVERY
 BUILDING OR PART OF A BUILDING USED FOR
 STORAGE, INDUSTRIAL OR HAZARDOUS PUR-
 POSES, THE SAFE FLOOR LOADS, AS REVIEWED
 BY THE BUILDING OFFICIAL ON THE PLAN,
 SHALL BE MARKED ON PLATES OF APPROVED DE
 SIGN WHICH SHALL BE SUPPLIED & SECURELY
 AFFIXED BY THE OWNER OF THE BUILDING IN
 A CONSPICUOUS PLACE IN EACH STORY TO
 WHICH THEY RELATE. SUCH PLATES SHALL NOT
 BE REMOVEDOR DEFACED, & IF LOST,
 REMOVED THE OWNER OF THE BUILDING SHALL
 REPLACE THEM.
 106.4.2 STORAGE & FACTORY- INDUS-
 TRIAL OCCUPANCIES. IT SHALL BE THE
 RESPONSIBILITY OF THE OWNER, AGENT,
 PROPIETOR OR OCCUPANT OF GROUP S AND
 GROUP F OCCUPANCIES, OR ANY OCCUPANCY
 WHERE EXCESSIVE FLOOR LOADING IS LIKELY
 TO OCCUR, TO EMPLOY A COMPETENT ARCHI-
 TECT OR ENGINEER IN COMPUTING THE SAFE
 FLOOR LOAD CAPACITY. ALL SUCH COMPUTA-
 TIONS SHALL BE ACCOMPANIED BY AN AFFA-
 DAVIT FROM THE ARCHITECT OR ENGINEER
 STATING THE SAFE ALLOWABLE FLOOR LOADS
 ON EACH FLOOR IN POUNDS PER SQ FT.THE
 COMPUTATIONS & AFFADAVIT SHALL BE FILED
 AS A PERMANENT RECORD OF THE BLDG DEPT.
  
 3)BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 PROVISO:
 1) FOLLOW SOILS REPORT FOR DENSIFICATION
 2) NO PRODUCT APPROVAL FOR ROOF, TO BE
 FILED UNDER A SEPERATE PERMIT.
 3) WINDOW / DOOR BUCKS NO DETAILS:
 1707.4.4.2 TAPERED BUCKS:
 SHALL EXTEND BEYOND THE INTERIOR FACE
 OF THE WINDOW OR DOOR FRAME SUCH THAT
 FULL SUPPORT OF THE FRAME IS SUPPORTED.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-10-31 Cont ID  
Sent By jwitmer Date 2003-10-31 Time 07:00 Rev Time 2.00
Received By jwitmer Date 2003-10-31 Time 07:00 Sent To  
Notes
2003-10-31 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03092027
 ADD: 518 PINE TERRACE
 CONT: KARNS CONSTRUCTION
 TEL: (561)805-7528
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 ACTION: DENIED
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL I
 S NOT DEFINITEY KNOWN, OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL P
 ROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 3)1606.1.4(1) IN WIND BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES
 POSITIVE PRESSURE IN BUILDINGS SHALL BE
 ASSUMED TO BE OPENINGS UNLESS SUCH
 GLAZING IS IMPACT RESISTANT OR PROTECTED
 WITH AN IMPACT RESISTANT COVERING MEET-
 ING THE REQUIREMENTS OF SSTD 12, ASTM
 E 1886 AND ASTM E 1996 OR MIAMI-DADE.
 GLAZED OPENINGS LOCATED WITHIN 30 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.
 FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED. MISSING REPORTS:
 A) WINDOWS
 B) SWING DOORS
 C) OVERHEAD DOORS
 D) ROOF ASSEMBLIES
 E) STORM SHUTTERS
  
 4) 1707.4.4.2 TAPERED BUCKS:
 SHALL EXTEND BEYOND THE INTERIOR FACE
 OF THE WINDOW OR DOOR FRAME SUCH THAT
 FULL SUPPORT OF THE FRAME IS SUPPORTED.
  
 5) 1707.4.3 EACH EXTERIOR DOOR
 ASSEMBLY NOT COVERED BY 1707.4.2
 (GLAZED DOORS) SHALL BE LISTED AND TEST-
 ED FOR A PERIOD EQUAL TO THE QUANITY
 3600/ V WHERE THE TIME PERIOD IS IN
 SECTIONS AND V IS IN MILES PER HR TAKEN
 FROM FIGURE 1606. THE TIME PERIOD SHALL
 ALSO INCLUDE A 10 SECOND PERIOD AT A
 LOAD EQUAL TO 1.5 TIMES THE DESIGN
 PRESSURE. DADE COUNTY & SBCCI REPORTS
 ARE ACCEPTED.
  
 6) PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.
 FBC 1606.1.4.
  
 7)FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 PROCEDURES: 1(B) A COMPLETE INSTALLATION
 SCHEDULE SUMMARIZING & IDENTIFYING
 OPENING SIZES, STORY HEIGHTS, UNIT MARK
 NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM
 BAR REINFORCING REQUIREMENTS, WALL PRES-
 SURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION
 TO FACILITATE PLAN REVIEW AND PERMIT
 ISSUANCE.
  
 8)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 DISCREPANCY: THE SITE/CIVIL PLAN INDI-
 CATES THE ACCESSIBLE ISLE TO THE RIGHT
 OF THE HANDICAPPED PARKING SPACE VERSES
 THE ACHITECTS SITE PLAN WITH THE ACCESS-
 IBLE ROUTE ON THE LEFT. THE HANDICAPPED
 PARKING SPACES MUST BE LOCATED ON AN
 ACCESSIBLE ROUTE SO THAT THE USERS WILL
 NOT BE COMPELLED TO WALK OR WHEEL
 BEHIND PARKED VEHICLES.11-4.6.2.1.
  
 9) 1503.4.3 SIZING AND DISCHARGE. ROOF
 DRAINS GUTTERS, SCUPPERS, AND LEADERS
 SHALL BE SIZED AND DISCHARGED IN ACCORD-
 ANCE WITH THE FLORIDA BUILDING CODE,
 PLUMBING.
  
 10)SHEET# 4 DETAIL FOR RESTROOM INICATES
 THE 2X6 WALLS TO GO TO THE VERY TOP OF
 THE WALL. THERE IS NO FIRE BLOCKING AT
 THE CEILING LINE NOR BUCKETS TO INDICATE
 HOW THE CEILING JOIST ARE BEING CARRIED.
  
 11)BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 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. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING 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
 BUILDING PLAN REVIEW
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2003-12-05 Cont ID  
Sent By dpalmer Date 2003-12-05 Time 09:55 Rev Time 0.50
Received By dpalmer Date 2003-12-05 Time 09:55 Sent To  
Notes
2003-12-05 00:00:00REDLINED SEC'S
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-10-14 Cont ID  
Sent By dpalmer Date 2003-10-14 Time 17:22 Rev Time 0.50
Received By dpalmer Date 2003-10-14 Time 17:19 Sent To  
Notes
2003-10-14 00:00:00********** UNSAT **************
  
 1)NOTE: PLEASE SUBMIT AIC RATINGS FOR
 ALL NEW EQUIPMENT BEING INSTALLED.
 MAINS,PANELS, BRKRS ALL MUST BE RATED
 FOR THE AVAILABLE FAULT CURRNET.
 110.9/215.5
  
 2)NOTE: PLEASE SEE 700.12E FOR CIRCUIT-
 -ING OF EM/EXT LTS. 700.12E
  
 3)NOTE: PLEASE CLARIFY SIZE OF SEC'S
 AS THE NOTE DOES NOT APPEAR TO BE ON
 RISER? PLEASE CLARIFY SIZE OF SERVICE,
 375?
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
 75
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2003-12-03 Cont ID  
Sent By mamini Date 2003-12-03 Time 10:32 Rev Time 1.00
Received By mamini Date 2003-12-03 Time 10:32 Sent To  
Notes
2003-12-03 00:00:00PASSED WITH PROVISOS:
 1. DRIVEWAY APPROACHES MUST BE
 CONSTRUCTED PER CITY REQUIREMENT,6"
 CONCRETE, FORM THE EDGE OF PAVEMENT TO
 PROPERTY LINE.
 2. A CLEAN-OUT MUST BE INSTALL IN
 SANITARY LATERAL, AT BACK OF THE SIDE
 WALK ON PROPERTY.
 3. PARKING STALLS MUST BE PAINTED WITH
 DOUBLE 4" STRIPES.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2003-10-17 Cont ID  
Sent By mamini Date 2003-10-17 Time 09:04 Rev Time 1.00
Received By mamini Date 2003-10-17 Time 09:04 Sent To  
Notes
2003-10-17 00:00:00FAILED:
 1. PLEASE NOTE THAT A SEPARATE PERMIT
 APPLICATION AND FEES FOR "UNDERGROUND
 UTULITIES AND SITE WORK" IS REQUIRED,
 PLEASE SUBMIT TWO SETS OF CIVIL PLANS
 ONLY WITH REQUESTED INFORMATIONS,(SIGNED
 & SEALED).
 2. PLEASE SUBMIT TWO SETS OF CIVIL PLANS
 TO THE PUBLIC UTILITIES & ENGINEERING
 ATT: MANNY GONZALEZ 569-8040 EXT 2306.
 3. A CLEAN OUT WILL NEED TO BE INSTALLED
 IN SANITARY SEWER LATERAL, ON THE
 PROPERTY, AT THE BACK OF SIDEWALK, IF
 NOT ALREADY INSTALLED.
 4. A G.V. ON DOMESTIC WATER LINE IS
 REQUIRED.
 5. PLEASE SUBMIT STORM WATER CALC.,
 PLEASE INCLUDE PERVIOUS ,IMPERVIOUS
 AND TOTAL SITE AREA .
 6. CIVIL PLANS SHOULD INCLUDE POLLUTION
 PREVENTION AND EROSION MEASURES.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2003-12-12 Cont ID  
Sent By mcarsill Date 2003-12-12 Time 07:44 Rev Time 0.00
Received By mcarsill Date 2003-12-12 Time 07:44 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2003-10-17 Cont ID  
Sent By mcarsill Date 2003-10-17 Time 16:55 Rev Time 0.00
Received By mcarsill Date 2003-10-17 Time 16:55 Sent To  
Notes
2003-10-17 00:00:001) NO BUILDING ADDRESS SHOWN ON
 ELEVATION DRAWING.
  
 2) DOUBLE EXIT DOORS OPEN DIRECTLY
 NEXT TO HANDICAP PARKING SPACE. PLEASE
 VERIFY EXIT DISCHARGE HEIGHT AND WIDTH
 REQUIREMENTS.
  
 3) LOCKING DEVICES ON EXIT DOORS SHALL
 NOT REQUIRE THE USE OF A KEY, TOOL,
 SPECIAL KNOWLDEGE OR EFFORT FROM
 INSIDE THE BUILDING.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-12-23 Cont ID  
Sent By csiegber Date 2003-12-23 Time 16:05 Rev Time 0.00
Received By csiegber Date 2003-12-23 Time 16:05 Sent To B
Notes
2003-12-23 00:00:00TO JW DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-11-26 Cont ID  
Sent By csiegber Date 2003-11-26 Time 15:02 Rev Time 0.00
Received By csiegber Date 2003-11-26 Time 15:02 Sent To  
Notes
2003-11-26 00:00:00TO COMM BD#26
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-10-31 Cont ID  
Sent By mmclean Date 2003-10-03 Time 10:28 Rev Time 0.00
Received By csiegber Date 2003-09-30 Time 11:54 Sent To  
Notes
2003-10-03 00:00:00TO COMM BD#3
2003-09-30 00:00:00TO Z
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2003-12-22 Cont ID  
Sent By pkrauss Date 2003-12-22 Time 06:48 Rev Time 0.33
Received By pkrauss Date 2003-12-19 Time 14:31 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2003-10-22 Cont ID  
Sent By pkrauss Date 2003-10-22 Time 12:06 Rev Time 0.40
Received By pkrauss Date 2003-10-22 Time 12:05 Sent To  
Notes
2003-10-22 00:00:00DENIED:
 PLEASE PROVIDE OUTSIDE AIR CALCULATIONS
 AS PER 2001 FBC(M) TABLE 403.3.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop P PLUMBING
Rev No 2 Status P Date 2003-12-12 Cont ID  
Sent By kstevens Date 2003-12-12 Time 16:15 Rev Time 0.75
Received By kstevens Date 2003-12-12 Time 16:15 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2003-10-23 Cont ID  
Sent By kstevens Date 2003-10-23 Time 10:25 Rev Time 1.00
Received By kstevens Date 2003-10-23 Time 10:09 Sent To  
Notes
2003-10-23 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 11
  
 1) SHT 1 WATER RISER DIAGRAM, SHUT OFF
 VALVES REQUIRED FOR HOSE BIBBS. SECTION
 606.2(2).
 2) SHT 1 SANT. RISER DIAGRAM, WATER
 CLOSETS ARE NOT VENTED. SEE RED LINE
 CORRECTION ON PLANS.
 3) SUBMIT CALCULATIONS FOR ROOF GUTTER
 AND DOWNSPOUTS. SHOW SQUARE FOOTAGE OF
 ROOF & SHOW 1/2 AREA OF ALL VERTICAL
 WALLS INCLUDING PARAPETS INCLUDED IN
 CALCULATIONS. SHOW SIZE OF GUTTER AND
 DOWNSPOUTS. INDICATE SLOPE OF GUTTER AND
 SHOW HOW GUTTER IS SLOPED ON PLANS.
 TABLE 1106.6
 4) TABLE 403.1 REQUIRES A DRINKING
 FOUNTAIN IN EACH SPACE.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 1 Status P Date 2003-12-09 Cont ID  
Sent By mmclean Date 2003-10-03 Time 10:28 Rev Time 0.00
Received By mmclean Date 2003-12-09 Time 09:55 Sent To  
Notes
2003-12-22 00:00:00OK BY JOSH LONG PLANNER 5TH FLOOR
 659-8031 MM


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