Plan Review Details - Permit 06110514
Plan Review Stops For Permit 06110514
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2007-12-04 Cont ID  
Sent By rmcdouga Date 2007-12-04 Time 15:03 Rev Time 0.00
Received By rmcdouga Date 2007-12-04 Time 15:03 Sent To  
Notes
2007-12-04 15:04:24REVISED SHEETS SP1, A4 AND S1 ARE OK. OTHER SHEETS WERE
 DENIED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2007-12-04 Cont ID  
Sent By rmcdouga Date 2007-12-04 Time 13:46 Rev Time 0.00
Received By rmcdouga Date 2007-12-04 Time 13:46 Sent To  
Notes
2007-12-04 13:59:29DENIED BY BUILDING
  
 1) THE REVISIONS TO SHEETSA1, A2, A3, S2, S3, S4 ARE
 DENIED.
 THE ELEVATIONS ON SHEET A2 SPECIFY A BARREL TILE AND
 WOOD BRACKETED ROOF OVER THE REVISED ENTRY. THIS ROOF
 IS NOT INDICATED ON ANY OF THE OTHER ARCHITECTURAL OR
 STRUCTURAL DRAWINGS. PLEASE CLARIFY. FBC* 106.1.1 CITY
 AMENDMENTS.
  
 - ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2007-09-20 Cont ID  
Sent By rmcdouga Date 2007-09-20 Time 18:18 Rev Time 0.00
Received By rmcdouga Date 2007-09-20 Time 18:18 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2007-08-06 Cont ID  
Sent By rmcdouga Date 2007-08-06 Time 17:30 Rev Time 0.00
Received By rmcdouga Date 2007-08-06 Time 17:30 Sent To  
Notes
2007-08-06 11:42:40THIRD REVIEW
 2004 FBC
 RENOVATE AND INCREASE FIRST FLOOR GARAGE AREA AND ADD
 SECOND FLOOR LIVING SPACE TO EXISTING DETACHED GARAGE
  
 DENIED BY BUILDING
  
 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT
 MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) SHOP DRAWINGS FOR THE SPIRAL STAIR WILL BE REQUIRED
 TO BE SUBMITTED FOR PLAN REVIEW PRIOR TO INSTALLATION.
  
 3) ROOF SECTIONS 3, 10 AND 11 ON S2 INCORRECTLY SPECIFY
 THE RAFTERS AS FLOOR JOISTS. PLEASE CORRECT. SEE
 COMMENT #14 FROM LAST REVIEW.
  
 4) THE PRODUCT APPROVALS FOR THE SIMPSON CONNECTORS
 SUBMITTED ARE NOT APPLICABLE. THERE ARE NO SIMPSON
 CONNECTORS SPECIFIED ON THE PLANS. SEE COMMENT # 17
 FROM LAST REVIEW. PLEASE REMOVE THESE FROM THE
 SUBMITTALS.
  
 5) THE RAS 117 CALCULATIONS FOR THE SEALOFLEX
 WATERPROOFING SYSTEM IS INCORRECT. THE RESULTS OF THE
 CALCULATIONS HAVE THE FASTENERS ARE SPACED FARTHER
 APART THAN SPECIFIED IN THE NOA FOR THE DESIGN
 PRESSURE. THE SPACING SHOULD BE CLOSER FOR ENHANCED
 FASTENING. PLEASE CORRECT.
  
 6) SUBMIT THE OLD PLAN SHEETS WITH THE COUNTY IMPACT
 FEE STAMP OR HAVE THE NEW ONES STAMPED BY THE COUNTY.
  
 7) HAVE THE NEW PLANS REVIEWED AND APPROVED BY THE CITY
 OF WPB HISTORIC PLANNING DEPARTMENT.
  
 - ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-05-30 Cont ID  
Sent By rmcdouga Date 2007-05-30 Time 10:47 Rev Time 0.00
Received By rmcdouga Date 2007-05-30 Time 10:47 Sent To  
Notes
2007-05-30 14:17:34DENIED BY BUILDING
  
 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT
 MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) SHOW COMPLIANCE WITH 401.3 DRAINAGE. THE DRAINAGE
 PLAN ON SP-1 DOES NOT INDICATE THE DIRECTION OF SURFACE
 WATER FLOW TO A STORM SEWER OR AN APPROVED POINT OF
 COLLECTION. THE SURFACE WATER CAN NOT BE DIVERTED ONTO
 THE ADJACENT PROPERTIES. INDICATE HOW IT WILL BE KEPT
 ON THE LOT AND ROUTED TO THE COLLECTION POINT.
  
 3) THE WALL LEGEND ON A1 INCORRECTLY SPECIFIES 16"
 RATHER THAN 6" THICK R-19 INSULATION FOR WALLS C, D AND
 E. PLEASE CORRECT.
  
 4) SUBMIT THE MANUFACTURER'S SPECIFICATIONS AND
 INSTALLATION INSTRUCTIONS FOR THE ICYENE INSULATION.
  
 5)THE SPIRAL STAIR DETAIL ON A5 DOES NOT INDICATE THE
 REQUIRED MINIMUM 26" WIDTH AND THE 7-1/2 " MINIMUM
 TREAD DEPTH AT 12" FROM THE NARROWER EDGE. SEE FBC
 R311.5.8.1. SHOP DRAWINGS WILL BE REQUIRED TO BE
 SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION.
  
 6) THE NOTES ON A1 AND A4 AND SECTION 01 ON S1 DO NOT
 COMPLY WITH SECTION 704 OF THE FBC. A 4" INSPECTION
 SPACE IS REQUIRED ABOVE PATIO AND GARAGE SLABS AND
 ENTRY AREAS PER EXCEPTION (3) . EXCEPTION (4) ALLOWS
 TERMITE TREATED PATIO SLABS TO MATCH THE INTERIOR
 FINISH FLOOR ELEVATION ON MASONRY CONSTRUCTION ONLY.
 EXCEPTION (4) CAN NOT BE USED BECAUSE THE STRUCTURE IS
 WOOD FRAME. PLEASE REVISE.
  
 7) THE FOOTING SCHEDULE ON S1 IS INCORRECT FOR MARK
 (A). THE MONOLITHIC FOOTING IS REQUIRED TO BE A MINIMUM
 OF 18" THICK. FBC 704 REQUIRES A 6" CLEARANCE FOR
 TERMITE INSPECTION AND FBC R403.1.4 REQUIRES EXTERIOR
 FOOTERS TO BE 12" BELOW GRADE. ALSO SEE R404.1.6.
  
 8) SECTIONS 03 AND 10 ON S2 CONTAIN CONFLICTING
 INFORMATION. THE ATTACHMENT OF THE LEDGER TO THE WOOD
 FRAME WALLS IS SPECIFIED WITH TAPCONS ON ONE AND POWER
 ACTUATED FASTENERS ON THE OTHER. PLEASE CORRECT.
  
 9) PROVIDE SPECIFICATIONS OR TECHNICAL BULLETION FROM
 THE MANUFACTURER INDICATING THAT THE LSSH HANGERS CAN
 BE USED UPSIDE DOWN AND SPECIFY THE DESIGN UPLIFT
 PRESSURE. SEE SECTION 03 AND 10 ON S2.
  
 10) SPECIFY THE CONNECTOR USED TO ATTACH THE PARAPET
 WALL TO THE RAFTERS AND WALL BELOW ON S2. SEE RED MARKS
 ON PLANS.
  
 11)SPECIFY THE WALL TO BEAM CONNECTORS ON SECTIONS 5
 AND 6 ON S2.
  
 12) SPECIFY THE LOCATIONS OF THE TDX2 HOLD DOWNS
 SPECIFIED IN SECTION 12 ON S2.
  
 13) SPECIFY THE SECOND FLOOR WALL TO FIRST FLOOR WALL
 CONNECTOR IN SECTION 1 ON S2.
  
 14) SECTIONS 3, 10, 11 AND 12 ON S2 INCORRECTLY SPECIFY
 THE ROOF RAFTERS AS FLOOR JOISTS PLEASE CORRECT.
  
 15) THE PRODUCT APPROVALS FOR THE USP TDX2 AND LSSH
 CONNECTORS HAVE NOT BEEN SUBMITTED.
  
 16) ALL OF THE PRODUCT APPROVALS ARE REQUIRED TO BE
 APPROVED IN WRITING BY THE DESIGNER OF RECORD. FBC
 106.3*. SEE USP PRODUCT APPROVALS.
  
 17) PRODUCT APPROVALS FOR SIMPSON CONNECTORS SUBMITTED
 ARE NOT APPLICABLE. THERE WERE NO SIMPSON CONNETORS
 SPECIFIED ON THE PLANS.
  
 18) THE PRODUCT APPROVAL FOR THE SEALOFLEX
 WATERPROOFING SYSTEM REQUIRES SIGNED AND SEALED RAS 117
 CALCULATIONS FROM AN ARCHITECT OR ENGINEER FOR ENHANCED
 FASTENING. THE LETTER SUBMITTED IS NOT ACCEPTABLE.
  
 19)THE PRODUCT APPROVAL FOR THE TAMKO MODIFIED ROOF
 SYSTEM REQUIRES SIGNED AND SEALED RAS 117 CALCULATIONS
 FROM AN ARCHITECT OR ENGINEER FOR ENHANCED FASTENING.
 THE LETTER SUBMITTED IS NOT ACCEPTABLE.
  
 20) THE UPLIFT PRESSURES ON S3 OF THE PLANS, THE
 ENGINEERS CALCULATION REPORT AND THE ROOF ENHANCED
 FASTENING LETTER HAVE DIFFERENT UPLIFTS. PLEASE
 REVIEW.
  
 21) THE ROOF VERTICAL WINDLOADS (UPLIFT PRESSURES) IN
 THE ENGINEER'S REPORT APPEAR TO BE TOO LOW FOR 150 MPH
 EXPOSURE C. PLEASE REVIEW. THE WINDLOAD CALCULATIONS
 REFERENCE ASCE7-98. THE EDITION OF ASCE7 REFERENCED IN
 THE 2004 FBC IS ASCE7-02. PLEASE REVISE THE WINDLOAD
 CALCULATION REPORT.
  
 22) SUBMIT OLD PLAN SHEETS WITH IMPACT FEE STAMP OR
 HAVE NEW ONES STAMPED BY THE COUNTY.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-01-26 Cont ID  
Sent By rmcdouga Date 2007-01-26 Time 09:17 Rev Time 0.00
Received By rmcdouga Date 2007-01-25 Time 11:19 Sent To  
Notes
2007-01-26 09:10:40DENIED BY BUILDING
  
 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT
 MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) SHOW COMPLIANCE WITH R401.3 DRAINAGE .
 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER
 CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS
 TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO
 DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE
 GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM
 OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048
 MM).
 EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER
 PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL
 WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE
 PROVIDED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE.
  
 3)SHOW COMPLIANCE WITH R309.2 SEPARATION REQUIRED.
 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND
 ITS ATTIC AREA BY NOT LESS THAN ? -INCH (12.7 MM)
 GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES
 BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL
 HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH
 (15.9 MM) TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE
 SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE
 SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY
 NOT LESS THAN ?-INCH (12.7 MM) GYPSUM BOARD OR
 EQUIVALENT.
  
 4) ON SHEET A-1 SEVERAL SECONG FLOOR WALLS ARE
 INCORRECTLY LABELED. SEE MARKS ON PLAN.
  
 5) SHOW COMPLIANCE WITH R806.1 VENTILATION REQUIRED.
 ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE
 CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF
 RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE
 SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE
 ENTRANCE OF RAIN. VENTILATING OPENINGS SHALL BE
 PROVIDED WITH CORROSION-RESISTANT WIRE MESH, WIT H 1 /
 8 INCH (3.2 MM) MINIMUM TO ? INCH (6.4 MM) MAXIMUM
 OPENINGS.
  
 6) SHOW COMPLIANCE WITH R311.5.8.1 SPIRAL STAIRWAYS.
 SPIRAL STAIRWAYS ARE PERMITTED, PROVIDED THE MINIMUM
 WIDTH SHALL BE 26 INCHES (660 MM) WITH EACH TREAD
 HAVING A 7?-INCHES (190 MM) MINIMUM TREAD DEPTH AT 12
 INCHES FROM THE NARROWER EDGE. ALL TREADS SHALL BE
 IDENTICAL, AND THE RISE SHALL BE NO MORE THAN 9? INCHES
 (241 MM). A MINIMUM HEADROOM OF 6 FEET 6 INCHES (1982
 MM) SHALL BE PROVIDED. SUBMIT SHOP DRAWINGS.
  
 7) SHOW COMPLIANCE WITH R312.2 GUARD OPENING
 LIMITATIONS.
 REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED
 FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE
 INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT
 ALLOW PASSAGE OF A SPHERE 4 INCHES (102MM) OR MORE IN
 DIAMETER. SUBMIT SHOP DRAWINGS. SHOW ATTACHMENT
 DETAILS.
  
 8)SHOW COMPLIANCE WITH R903.4.1
 WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT
 PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR
 PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4
 INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND
 SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED
 VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET
 SCUPPERS . AN OVERFLOW SCUPPER SHALL BE SIZED IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING .
  
 9) R320.7 REQUIRES ROOF DOWNSPOUTS TO DISCHARGE AT
 LEAST 1 FOOT AWAY FROM THE STRUCTURE SIDEWALL. SHOW
 COMPLIANCE.
  
 10) SHOW COMPLIANCE WITH SECTION 704 INSPECTION FOR
 TERMITES.
 IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE
 INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS
 AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING
 SHALL NOT BE LESS THAN 6 INCHES (152 MM). EXCEPTIONS:
 1.PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS
 THAN 5 / 8 INCH (17.1 MM) THICK ADHERED DIRECTLY TO THE
 MASONRY FOUNDATION SIDEWALL.
 2.ACCESS OR VEHICLE RAMPS WHICH RISE TO THE
 INTERIOR FINISH FLOOR ELEVATION FOR THE WIDTH OF SUCH
 RAMPS ONLY.
 3.A 4-INCH (102 MM) INSPECTION SPACE ABOVE PATIO
 AND GARAGE SLABS AND ENTRY AREAS.
 4.IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES,
 THE FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR
 FINISH FLOOR ELEVATIONS ON MASONRY CONSTRUCTION ONLY.
 5.MASONRY VENEERS.
  
 11)DETAIL D1 ON SHEET A4 HAS ILLEGIBLE NOTES.
  
 12)INSULATION WILL BE REQUIRED IN THE FLOOR BETWEEN
 THE SECOND STORY LIVING AREA AND THE ADJACENT
 UNCONDITIONED GARAGE PER FBC CHAPTER 13.
  
 13)SHOW COMPLIANCE WITH R404.1.6 HEIGHT ABOVE
 FINISHED GRADE.
 CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND
 ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT
 ALL POINTS A MINIMUM OF 4 INCHES (102 MM) WHERE MASONRY
 VENEER IS USED AND A MINIMUM OF 6 INCHES (152 MM)
 ELSEWHERE.
  
 14)SHOW COMPLIANCE WITH R403.1.4 MINIMUM DEPTH. ALL
 EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12 INCHES
 (305 MM) BELOW THE UNDISTURBED GROUND SURFACE. NOTE:
 18" MONOLITHIC FOOTING WILL BE REQUIRED TO COMPLY WITH
 ITEMS 13 AND 14.
  
 15)PROVIDE DETAILS ON METAL PLATFORM (LANDING) AT THE
 TOP OF THE SPIRAL STAIRS AND HOW IT WILL BE ATTACHED TO
 THE STRUCTURE.
  
 16) R301.1 DESIGN.
 BUILDINGS AND STRUCTURES, AND ALL PARTS THEREOF, SHALL
 BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING
 DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS AND
 WIND LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION
 OF BUILDINGS AND STRUCTURES SHALL RESULT IN A SYSTEM
 THAT PROVIDES A COMPLETE LOAD PATH CAPABLE OF
 TRANSFERRING ALL LOADS FROM THEIR POINT OF ORIGIN
 THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION.
 THE CONNECTIONS ON S2 APPEAR TO BE INADEQUATE.
  
 17) SPECIFY THE CONNECTIONS OF THE STEEL BEAMS TO THE
 WOOD FRAMING AT FLOOR JOISTS AND WALL. SEE SECTIONS 02
 AND 05 ON S2.
  
 18)SECTION 03 ON S2 IS NOT DRAWN CORRECTLY. IT IS
 LOCATED ON THE WALL ABOVE THE FRENCH DOORS ON THE
 SECOND FLOOR. SHOW ALL CONNECTIONS. SEE MARKS ON PLAN.
  
 19)PROVIDE A DETAIL SHOWING THE CONNECTIONS FROM THE
 PARAPET WALL TO THE ROOF RAFTERS AND WALL BELOW.
  
 20) SPECIFY THE STRAPS AND HANGERS TO BE USED TO ANCHOR
 THE COVERED TERRACE ROOF.
  
 21)SECTION 7 ON S2 SHOWS A STUD PLATE TIE WELDED TO A
 STEEL COLUMN USED TO ANCHOR THE BEAM SUPPORTING THE
 TERRACE ROOF. THIS IS INADEQUATE.
  
 22)THE TRIPLE 2XGIRDERS ( HEADERS ) SHOWN ON THE
 SECOND FLOOR PLAN ON S2AT SECOND FLOOR ENTRY DO NOT
 HAVE STUDS SHOWN IN THE FRAME WALL BELOW TO SUPPORT
 THEM.
  
 23) NO HOLDDOWN CONNECTORS ARE SPECIFIED AT THE ENDS OF
 SEARS WALLS TO RESIST OVERTURNING.
  
 24)SHEET S4 HAS TYPICAL STRAP INSTALLATION# 596 AND
 597 FOR TRUSSES. HOWEVER THIS PROJECT HAS NO TRUSSES.
 PLEASE REVISE.
  
 25)DETAIL # 213 ON S4 SHOWS AN EXTERIOR WALL ANCHORED
 WITH POWER ACTUATED FASTENERS. THIS IS INADEQUATE FOR A
 140 MPH WINDSPEED. SHOW ANCHOR BOLTS OR OTHER
 ACCEPTABLE CONNECTOR.
  
 26) DETAIL #122ON S4 SPECIFIES ANCHOR BOLTS. PLEASE
 SPECIFY THE REQUIRED LENGTH/ EMBED DEPTH.
  
 27)WPB ADMIN CODE 106.3* PRODUCT
 APPROVALS. THOSE PRODUCT WHICH ARE
 REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL. PRODUCT APPROVALS
 SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE.
  
 28)SHEET A1 SPECIFIES THAT FRENCH DOORS ARE TO PGT
 IMPACT RESISTANT THE PRODUCT APPROVAL SUBMITTED IS NOT
 IMPACT RATED. PLEASE CORRECT. IF NON-IMPACT REVISE PLAN
 AND SUBMIT STORM PLAN PRDUCT APPROVALS AND INSTALLATION
 SCHEDULE.
  
 29)IF MULTIPLE DESIGN PRESSURES ARE LISTED IN THE
 PRODUCT APPROVALS BASED ON GLASS TYPE, SIZE, ETC.,
 CIRCLE THE ITEMS THAT APPLY TO THE PROJECT. CHECK THE
 DESIGN PRESSURES FOR THE PRODUCT WITH THE ONES
 SPECIFIED FOR THE OPENING BY THE DESIGNER TO DETERMINE
 IF THEY ARE ADEQUATE.
  
 30) THE PRODUCT APPROVAL SUBMITTED FOR THE JELD WEN
 DOORS IS NOT COMPLETE, HAS PAGE FROM ANOTHER NOAAND
 ARE NOT CLEAR. THESE SUBMITTALS ARE SCANNED AND KEPT
 FOR PUBLIC RECORD AND NEED TO BE AS CLEAR AS POSSIBLE.
  
 31)SUBMIT PRODUCT APPROVAL INFORMATION FOR THE USP
 CONNECTORS SPECIFIED ON THE PLANS.
  
 32) THE FL COVER SHEET FOR THE AMARR GARAGE DOOR IS FOR
 THE WRONG CODE VERSION. SUBMIT THE ONE FOR THE 2004
 CODE.
  
 33)ON THE PRODUCT APPROVAL FOR THE TAMKO ROOFING,
 CIRCLE THE FASTENING OPTION THAT WILL BE USED ON PAGE
 17.ENHANCED FASTENING WILL BE REQUIRED IN ROOF ZONES
 2 AND 3. SEE LIMITATION NUMBER 7 ON PAGE 20, WHICH
 REQUIRES SIGNED AND SEALED RAS 117 CALCULATIONS FOR
 ENHANCED FASTENING FROM A FLORIDA REGISTERED ENGINEER,
 ARCHITECT OR REGISTERED ROOF CONSULANT. SUBMIT SIGNED
 AND SEALED CALCULATIONS.
  
 34)PROVIDE DETAILS OF DECORATIVE SUPPORT CHAINS AT
 COVERED TERRACE AND THEIR ATTACHMENTS.
  
 35) SUBMIT MANUFACTURES SPECIFICATIONS AND INSTALLATION
 INSTRUCTIONS FOR THE "SEALOFLEX" WATERPROOFING SYSTEM
 AT THE ROOF TERRACE.
  
 36) FAC 61G15-23.002 REQUIRES ENGINEERS TO LEGIBLY
 INDICATE THEIR ADDRESS ON EACH SHEET. PLEASE COMPLY.
  
 37) ALSO SEE NOTES AND RED MARKS ON THE PLANS.
  
 IN ORDER TO EXPEDITE PLAN REVIEW PLEASE SUBMIT ONE SET
 OF THE OLD PLANS WHEN RESUBMITTING CORRECTED PLANS. DUE
 TO MISSING INFORMATION ADDITIONAL COMMENTS MAY RESULT
 WHEN NEW INFORMATION IS SUBMITTED.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2007-09-11 Cont ID  
Sent By btrobaug Date 2007-09-11 Time 07:23 Rev Time 0.00
Received By btrobaug Date 2007-09-11 Time 06:50 Sent To P
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2007-07-27 Cont ID  
Sent By btrobaug Date 2007-07-27 Time 07:53 Rev Time 0.00
Received By btrobaug Date 2007-07-27 Time 07:08 Sent To Z
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2007-05-04 Cont ID  
Sent By btrobaug Date 2007-05-04 Time 14:42 Rev Time 0.50
Received By btrobaug Date 2007-05-01 Time 12:11 Sent To M
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2006-12-06 Cont ID  
Sent By btrobaug Date 2006-12-06 Time 13:20 Rev Time 1.00
Received By btrobaug Date 2006-12-05 Time 18:21 Sent To P
Notes
2006-12-05 18:23:26 
 NONCOMPLIANT
  
 PLEASE MAKE THE FOLLOWING CORRECTIONS FOR CODE
 COMPLIANCE AND RESUBMIT FOR REVIEW.
  
 1} 240.24(B) OCCUPANCY. EACH OCCUPANT SHALL HAVE READY
 ACCESS TO ALL OVERCURRENT DEVICES PROTECTING THE
 CONDUCTORS SUPPLYING THAT OCCUPANCY.
  
 2} THE PANEL AT THE GARAGE MUST BE GROUNDED PER 250.32,
 SIZED PER 250.66.
  
 3} THE PANEL AT THE GARAGE MUST CONTAIN A MAIN
 DISCONNECT PER 230.70, LOCATED PER 225.32, OR A
 DISCONNECT MUST BE INSTALLED.
  
 4} VERIFY THAT THE METER ON THE RISER IS A CURRENT
 TRANSFORMER TYPE METER AS THIS IS UNUSUAL FOR A
 RESIDENTIAL SERVICE.THE RISER MUST BE CORRECT OR WILL
 HAVE TO BE RESUBMITTED LATER PROBABLY CAUSING A DELAY
 IN THE JOB PROGRESS.
  
 5} THE EQUIPMENT GROUND BETWEEN THE METER AND
 DISCONNECT ON THE RISER DIAGRAM CREATES A PARALLEL PATH
 TO GROUND WITH THE NEUTRAL AND MUST BE REMOVED. AN
 ISOLATED NEUTRAL AND EQUIPMENT GROUND ARE TO BE RAN
 FROM THE FIRST MEANS OF DISCONNECT. 250.6.
  
 6} PER 110.9 AND 110.10: OBTAIN THE AVAILABLE FAULT
 CURRENT AT THE UTILITY AND CALCULATE THE SAME AT THE
 EQUIPMENT. INDICATE THE AIC RATING FOR THE EQUIPMENT IS
 EQUAL TO OR GREATER THAN THE AVAILABLE FAULT.
  
 7} THE ENGINEER OF RECORD SHALL INDICATE THE
 CERTIFICATE OF AUTHORIZATIONNUMBER ALONG WITH OTHER
 INFORMATION REQUIRED BY 61G15-23.002FLORIDA
 ADMINISTRATIVE CODE.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 WILLIAM R. TROBAUGH
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 561/805-6718
Review Stop G GAS REVIEW
Rev No 3 Status N Date 2007-09-12 Cont ID  
Sent By mperson Date 2007-09-12 Time 13:44 Rev Time 0.00
Received By mperson Date 2007-09-12 Time 13:44 Sent To B
Notes
2007-09-12 13:47:44CONTRACTOR INFORMATION
 NOTE: GAS PERMIT REQUIRED. GAS CONTRAC-
 TOR TO SUBMIT PLANS WITH PERMIT APPLICA-
 TION. ALL GAS INSPECTIONS TO BE COMPLETE
 BEFORE FINAL INSPECTION.
 NOTE: GAS WATER HEATER, SEE SHEET E-1.
  
 REVIEW BY MIKE PERSON
 PLUMBING PLANS EXAMINER
 (561) 805-6730
 FAX (561) 805-6731
 E-MAIL: [email protected]
  
  
  
Review Stop G GAS REVIEW
Rev No 2 Status N Date 2007-05-10 Cont ID  
Sent By mperson Date 2007-05-10 Time 13:22 Rev Time 0.00
Received By mperson Date 2007-05-10 Time 13:22 Sent To B
Notes
2007-05-10 13:24:37CONTRACTOR INFORMATION
 NOTE: GAS PERMIT REQUIRED. GAS CONTRAC-
 TOR TO SUBMIT PLANS WITH PERMIT APPLICA-
 TION. ALL GAS INSPECTIONS TO BE COMPLETE
 BEFORE FINAL INSPECTION.
  
 REVIEW BY MIKE PERSON
 (561) 805-6730
 FAX (561) 805-6731
 E-MAIL [email protected]
 UNDER SUPERVISION OF K.STEVENS
 (561) 805-6721
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2006-12-07 Cont ID  
Sent By jleech Date 2006-12-07 Time 09:07 Rev Time 0.00
Received By jleech Date 2006-12-07 Time 09:07 Sent To P
Notes
2006-12-07 10:04:501. SUBMIT AN ISOMETRIC DRAWING THAT
 CLEARLY SHOWS ALL CUT SECTIONS OF PIPE
 AND CORRESPONDING LENGTHS PER FBC-2004
 FUEL 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.
 3. TYPE OF GAS, (LP OR NATURAL)
 4. BTU LOAD OF EACH APPLIANCE AND THE
 TOTAL BTU LOAD ON THE SYSTEM. REFER TO
 THE FBC-2004 FUEL GAS CODE SECS. 401.8
 THRU 402.6.1 AND TABLES 402.4(1) THRU
 402.4(33).
 5. SHOW THE DISTANCE FROM THE POINT OF
 DELIVERY, (METER), TO THE MOST REMOTE
 OUTLET IN THE BUILDING AND/OR SYSTEM PER
 FBC-2004 FUEL GAS CODE APPENDIX A - USE
 OF CAPACITY TABLES A.3.1(4).
 6. SUBMIT A DETAIL SHOWING THE TYPE,
 LOCATION, SIZE AND TERMINATION OF THE
 GAS VENTS PER FBC-2004 FUEL GAS CODE
 SECS. 502 THRU 505.
 7. INDICATE THE DELIVERY PRESSURE (PSI)
 PER FBC-2004 FUEL GAS CODE SEC. 402.2.
 NATURAL GAS SPECIFY .5 PSI OR 2 PSI.
 8. SUBMIT MANUFACTURE SHEETS FOR ALL GAS
 EQUIPMENT TO VERIFY COMPLIANCE WITH
 STANDARDS NFPA 54, NFPA 58, AND THE
 FBC-2004 FUEL GAS CODE SEC 402.2
 9.GAS PERMIT REQUIRED.
 GAS PLAN REVIEW BY;
 JOHN LEECH
 805-6695
  
  
  
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2006-11-15 Cont ID  
Sent By tadams Date 2006-11-15 Time 15:01 Rev Time 0.00
Received By tadams Date 2006-11-15 Time 15:01 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2007-11-19 Cont ID  
Sent By adarroug Date 2007-11-19 Time 16:07 Rev Time 0.00
Received By adarroug Date 2007-11-19 Time 16:07 Sent To Z
Notes
2007-11-19 16:07:42TO "Z" BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2007-09-04 Cont ID  
Sent By adarroug Date 2007-09-04 Time 12:45 Rev Time 0.00
Received By adarroug Date 2007-09-04 Time 12:45 Sent To Z
Notes
2007-09-04 12:46:28TO "Z" BOX/RESUB--NEWSHEETS FOR P>M>Z>E<
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2007-07-26 Cont ID  
Sent By adarroug Date 2007-07-26 Time 13:47 Rev Time 0.00
Received By adarroug Date 2007-07-26 Time 13:47 Sent To E
Notes
2007-07-26 13:48:02TO "BTROBAUG" DESK/RESUB--NEW SHEETS "E" "M" "P"
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2007-05-01 Cont ID  
Sent By adarroug Date 2007-05-01 Time 09:39 Rev Time 0.00
Received By adarroug Date 2007-05-01 Time 09:39 Sent To E
Notes
2007-05-01 09:39:59TO "BTROBAUG" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2007-04-24 Cont ID  
Sent By adarroug Date 2007-04-24 Time 10:02 Rev Time 0.00
Received By adarroug Date 2007-04-24 Time 10:02 Sent To Z
Notes
2007-04-24 10:03:09TO "Z" BOX/RESUB/NEW SHEETS FOR "Z"
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2006-12-04 Cont ID  
Sent By adarroug Date 2006-12-04 Time 09:30 Rev Time 0.00
Received By adarroug Date 2006-12-04 Time 09:30 Sent To E
Notes
2006-12-04 09:30:53TO "E" BOX
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2007-01-26 Cont ID  
Sent By rmcdouga Date 2007-01-26 Time 09:17 Rev Time 0.00
Received By rmcdouga Date 2006-11-16 Time 13:23 Sent To  
Notes
2006-11-16 13:24:09TO "Z" BOX
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2007-09-12 Cont ID  
Sent By tgordon Date 2007-09-12 Time 14:39 Rev Time 0.25
Received By tgordon Date 2007-09-12 Time 14:39 Sent To B
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2007-07-27 Cont ID  
Sent By tgordon Date 2007-07-27 Time 14:53 Rev Time 0.25
Received By tgordon Date 2007-07-27 Time 14:53 Sent To P
Notes
2007-07-27 15:03:08*** DENIED ***
 1) SEE ZONING REVIEW NOTE #1 REGARDING STOVE AND
 FULL-SIZE REFRIGERATOR, PLANS PAGES M-1, E-1, AND P-1
 STILL SHOW THEM, PLEASE CORRECT.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2007-05-04 Cont ID  
Sent By tgordon Date 2007-05-04 Time 16:21 Rev Time 0.30
Received By tgordon Date 2007-05-04 Time 16:21 Sent To P
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2006-12-11 Cont ID  
Sent By tgordon Date 2006-12-11 Time 15:49 Rev Time 0.25
Received By tgordon Date 2006-12-11 Time 15:49 Sent To B
Notes
2006-12-11 15:56:48*** DENIED ***
 1) THE ENGINEER WHO SEALED THE PLANS MUST HAVE HIS NAME
 AND LICENSE NUMBER IN THE TITLE BLOCK, PER FAC
 61G15-23.002.
  
 2) THE ENGINEERING FIRM NEEDS THEIR CERTIFICATE OF
 AUTHORIZATION NUMBER IN THE TITLE BLOCK, PER FAC
 61G15-23.002.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.
Review Stop P PLUMBING
Rev No 4 Status P Date 2007-09-12 Cont ID  
Sent By mperson Date 2007-09-12 Time 13:30 Rev Time 0.00
Received By mperson Date 2007-09-12 Time 13:30 Sent To G
Notes
2007-09-12 13:43:28****************PROVISO****************
 (A) 604.9 WATER HAMMER. A WATER-HAMMER
 ARRESTOR SHALL BE INSTALLED WHERE
 QUICK-CLOSING VALVES ARE UTILIZED.
  
  
 ****************PROVISO****************
 PER FBC-2004 WITH 2006 REVISIONS PLUMBING SECTION
 504.7.1, THE MINIMUM SIZE PAN DRAIN FOR THE WATER
 HEATER SHALL BE 3/4" AND SECTION 504.6 THE DISCHARGE OF
 THE WATER HEATER TEMPERATURE AND PRESSURE RELIEF VALVE
 SHALL DISCHARGE FULL SIZE TO A SAFE PLACE.
Review Stop P PLUMBING
Rev No 3 Status P Date 2007-08-02 Cont ID  
Sent By jleech Date 2007-08-02 Time 14:57 Rev Time 0.00
Received By jleech Date 2007-08-02 Time 14:57 Sent To B
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2007-05-10 Cont ID  
Sent By mperson Date 2007-05-10 Time 13:14 Rev Time 0.45
Received By mperson Date 2007-05-10 Time 13:14 Sent To G
Notes
2007-05-10 13:21:33****************PROVISO****************
 PER FBC-2004 PLUMBING, SECTION 504.7.1 AND FBC-2004
 RESIDENTIAL, SECTION P2801.5.1 THE MINIMUM SIZE PAN
 DRAIN FOR WATER HEATER TO BE 3/4".
Review Stop P PLUMBING
Rev No 1 Status F Date 2006-12-07 Cont ID  
Sent By jleech Date 2006-12-07 Time 10:07 Rev Time 0.00
Received By jleech Date 2006-12-07 Time 10:06 Sent To M
Notes
2006-12-07 10:12:46DENIED;
 1. ENGINEER AUTHORIZATION NUMBER REQUIRED IN TITLE
 BLOCK. SEE ELECTRICAL PLAN REVIEW NOTE # 7.
 2. UTILITY SINK CANNOT DRAIN INTO THE RISER FOR THE 2ND
 FLOOR BATHROOM.
 3. LAVATORY WASTE ARM TO BE 1 1/4" MIN. (2ND FLOOR LAV.
 RISER DIAGRAM).
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 805-6695
Review Stop Z ZONING
Rev No 5 Status P Date 2007-11-28 Cont ID  
Sent By choops Date 2007-11-28 Time 11:17 Rev Time 0.00
Received By choops Date 2007-11-28 Time 11:17 Sent To B
Notes
2007-11-28 11:26:28***APPROVED - REVISION - CHANGING LAYOUT OF PROPOSED
 ACCESSORY STRUCTURE***
  
 PROVISO:PURSUANT TO SECTION 94-304 OF THE ZONING AND
 LAND DEVELOPMENT REGULATIONS: MAXIMUM SQUARE FOOTAGE.
 THE TOTAL FLOOR AREA OF ALL ROOFED ACCESSORY BUILDINGS
 ON A PROPERTY SHALL NOT EXCEED 75 PERCENT OF THE GROSS
 FLOOR AREA OF THE PRIMARY STRUCTURE WITH A MAXIMUM
 FLOOR AREA OF 1,000 SQUARE FEET.
Review Stop Z ZONING
Rev No 4 Status P Date 2007-09-06 Cont ID  
Sent By choops Date 2007-09-06 Time 09:26 Rev Time 0.00
Received By choops Date 2007-09-06 Time 09:26 Sent To E
Notes
2007-09-06 09:27:53SENT TO BT
Review Stop Z ZONING
Rev No 3 Status F Date 2007-07-27 Cont ID  
Sent By choops Date 2007-07-27 Time 13:38 Rev Time 0.00
Received By choops Date 2007-07-27 Time 13:38 Sent To M
Notes
2007-07-27 13:46:55***FAILED***
  
  
 1)NO ACCESSORY APARTMENT PERMITTED.PLANS
 INCONSISTENT, SOME STILL SHOW STOVE/FULLSIZE
 REFRIDGERATOR.STOVE/FULLSIZE REFRIDGERATOR MUST BE
 REMOVED FROM PLANS (PREVIOUS COMMENT)...ONLY
 UNDERCOUNTER FRIDGE PERMITTED.
  
 2)COVERED PORCH APPEARS TO BE CLOSER THAN 6' TO
 PRINCIPAL STRUCTURE.PLEASE PROVIDE SEPARATION
 DISTANCE FROM PRINCIPAL STRUCTURE TO STRUCTURAL COLUMNS
 OF COVERED PORCH, AS WELL AS OVERHANG DIMENSION THAT
 EXTENDS PAST STRUCTURAL COLUMNS.IF LESS THAN 6', THE
 ACCESSORY STRUCTURE WILL BE HELD TO THE PRINCIPAL
 STRUCTURE'S REQUIRED SETBACKS, WHICH IT CANNOT MEET
 (EXISTING PORTION TOO CLOSE TO PROPERTY LINES.NOTE:
 REQUIRED MINIMUM SETBACKS FOR PRINCIPAL STRUCTURE:
 SIDES = 5' MINIMUM WITH A TOTAL OF 15' BETWEEN THE TWO
 SIDES, REAR = 13.4'
  
  
 QUESTIONS/COMMENTS, CONTACT CHRIS HOOPS, ZONING
 TECHNICIAN
 (561)805-6720
Review Stop Z ZONING
Rev No 2 Status P Date 2007-04-30 Cont ID  
Sent By choops Date 2007-04-30 Time 16:53 Rev Time 0.00
Received By choops Date 2007-04-30 Time 16:53 Sent To I
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2006-11-30 Cont ID  
Sent By mmclean Date 2006-11-30 Time 15:01 Rev Time 0.00
Received By mmclean Date 2006-11-22 Time 13:57 Sent To I
Notes
2006-11-30 15:03:47PROVISO: THE PROPOSED WORK MUST NOT EXCEED THE TOTAL SQ
 FT AS INDICATED ON SP-1 946.50SQ FT.
 PROVISO: THE COOKING FACILITY (KITCHEN) MUST BE
 REMOVED, (NO 2/20)


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