Plan Review Details - Permit 01091096
Plan Review Stops For Permit 01091096
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2001-12-18 Cont ID  
Sent By dpalmer Date 2001-12-18 Time 07:15 Rev Time 0.00
Received By dpalmer Date 2001-12-18 Time 07:15 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2001-10-04 Cont ID  
Sent By pkrauss Date 2001-12-12 Time 11:11 Rev Time 0.00
Received By dpalmer Date 2001-10-04 Time 00:03 Sent To  
Notes
2001-10-04 00:00:00************** UNSAT ****************
  
 PLEASE SEE REDLINED AREAS ON PLANS TO
 REFERENCE NEC REQ`MENTS.
  
 1)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.
  
 2) NOTE: PLEASE LIST THE REQ`D BATH(S)
 CIRCUIT(S) PER 210-11-C-3.
 MUST BE 20A AND #12AWG.
  
 3)NOTE: PLEASE NOTE THAT NO OTHER
 CIRCUITS ARE PERMITTED W/ KITCHEN OR
 BATHS. SEE 210-11-C-3/210-11-C-1.
  
 4)(NOTE: PLEASE SHOW GROUNDING ELECTRODE
 GOING TO BUILDING STEEL AND COLD WATER
 PER 250-50.
 PLEASE SHOW ON RISER DIAGRAM,
  
 5)NOTE: PLEASE NOTE THAT SERIVCE ENTRANC
 E CONDUCTORS/FEEDERS DO NOT MEET NEC.
 310-16/310-15
  
 6)NOTE:, PLEASE CLARIFY OCP FOR 5KW
 HEAT STRIP.
  
 7)NOTE: PLEASE NOTE MISSING OUTLETS
 PER 210-52
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
  
  
 ALSO, PLEASE NOTE THAT ALL PLANS THAT
 ARE SIGNED, DATED AND SEALED BY AN
 ENGINEER NEED TO HAVE TITLE ON ALL
 SHEETS. 61G15-23.002
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2001-12-12 Cont ID  
Sent By pkrauss Date 2001-12-12 Time 11:11 Rev Time 0.35
Received By pkrauss Date 2001-12-12 Time 10:39 Sent To E
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2001-09-29 Cont ID  
Sent By hmoser Date 2001-09-29 Time 12:07 Rev Time 0.50
Received By hmoser Date 2001-09-29 Time 12:07 Sent To  
Notes
2001-09-29 00:00:00REVIEW DENIED
 MECHANICAL PLANS TO LIGHT CAN,T READ
 PLAN REVIEW BY HAROLD MOSER
 [561]659-8096 EXT 8390
Review Stop P PLUMBING
Rev No 2 Status P Date 2001-12-29 Cont ID  
Sent By jleech Date 2001-12-29 Time 11:34 Rev Time 0.33
Received By jleech Date 2001-12-29 Time 11:34 Sent To  
Notes
2001-12-29 00:00:00NEW PLANS
Review Stop P PLUMBING
Rev No 1 Status P Date 2001-09-29 Cont ID  
Sent By jleech Date 2001-09-29 Time 06:43 Rev Time 0.33
Received By jleech Date 2001-09-29 Time 06:43 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2002-01-31 Cont ID  
Sent By rmcdouga Date 2002-01-31 Time 17:36 Rev Time 2.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-01-31 00:00:00************BUILDING PROVISO************
  
 1) PROVIDE KEY PLAN AND INSTALLATION
 SCHEDULE FOR STORM PANELS PRIOR TO
 INSTALLATION.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2002-01-02 Cont ID  
Sent By rmcdouga Date 2002-01-02 Time 16:45 Rev Time 2.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-01-02 00:00:00*************BUILDING UNSAT*************
  
 1) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) INDICATE THE NUMBER OF COURSES OF
 BEAM BLOCK AND HORIZONTAL REINFORCEMENT
 THAT IS REQUIRED FOR THE FIRST AND
 SECOND FLOOR TIE BEAMS.
  
 3) THE DESIGN WIND LOADS FOR THE
 EXTERIOR DOORS OF THE STRUCTURE IS GIVEN
 ON SHEET 1 AS +/- 76 PSF. NONE OF THE
 PRODUCT APPROVALS FOR THE DOORS THAT
 WERE SUBMITTED HAVE DESIGN PRESSURES
 THAT HIGH. PLEASE REVIEW AND PROVIDE THE
 CORRECTED POSITIVE AND NEGATIVE DESIGN
 PRESSURES FOR ALL EXTERIOR DOOR OPENINGS
 OR THE WORST CASE IF YOU PREFER.
  
 4) PROVIDE PRODUCT APPROVALS FOR IMPACT
 RESISTANT ARCHED FIXED GLASS WINDOWS.
 THE TESTING INFORMATION SUBMITTED IS FOR
 A 4'X 8' RECTANGULAR FIXED WINDOW AND
 IS ONLY FOR THAT PARTICULAR WINDOW. IT
 ALSO MUST BE ACCOMPANIED BY A SITE
 SPECIFIC PRODUCT APPROVAL FORM SIGNED
 AND SEALED BY THE PRODUCT ENGINEER AND
 BY THE ENGINEER/ARCHITECT OF THE
 STRUCTURE, IF IT IS NOT A METRO-DADE OR
 SBCCI PRODUCT EVALUATION.
  
 5)PROVIDE (2) CURRENT AND COMPLETE
 COPIES OF SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR STRUCTURAL MULLIONS.
  
 6) THE MEAN ROOF HEIGHT GIVEN ON SHEET 1
 OF THE CAST-CRETE DRAWINGS IS 24.25 FEET
 AND THE MEAN ROOF HEIGHT LISTED ON THE
 DESIGN COMPLIANCE FORM IS 28.7 FEET. THE
 STRUCTURE CAN ONLY HAVE ONE MEAN ROOF
 HEIGHT, THEREFORE THE TWO NUMBERS GIVEN
 SHOULD BE THE SAME. PLEASE CORRECT.
  
 7) THE OWNER/AGENT MUST SIGN AND DATE
 THE ENERGY FORMS IN THE SPACE PROVIDED
 ON THE FORM.
  
 8)PROVIDE A KEY PLAN AND AN INSTALLATION
 SCHEDULE FOR THE STORM PANELS,IN
 ADDITION TO THE PRODUCT APPROVALS WHICH
 WERE PROVIDED.
  
 9) PLEASE CLARIFY THE ATTACHMENT OF THE
 2X8 PT LEDGERS WITH 7&1/2" RED HEADS AT
 4'-0" O.C. AS INDICATED ON SHEET 6.
 THERE IS NO CONCRETE BEAM AT THIS
 ELEVATION AND THE FILLED VERTICLE CELLS
 ARE NOT ALL SPACED ON 4' CENTERS IN
 THIS AREA.
  
 10) THE WINDOW AND DOOR BUCK DETAILS AND
 THE FRAMING DETAILS FOR THE ARCHED
 OPENINGS ARE MISSING FROM THE NEW SETS
 OF DRAWINGS. PLEASE INCLUDE THEM WITH
 THE NEW PLANS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL:
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2001-11-06 Cont ID  
Sent By rmcdouga Date 2001-11-06 Time 13:02 Rev Time 5.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-11-06 00:00:00*************BUILDING UNSAT*************
  
 1) IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY, PLANS STAMPED BY THEM AND
 COPY OF RECEIPT SUBMITTED TO CITY OF
 WEST PALM BEACH BUILDING DEPARTMENT,
 BEFORE A BUILDING PERMIT CAN BE ISSUED.
  
 2) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 3) STAIRS:
 A) PROVIDE DETAILS OF HANDRAILS AND
 GUARDRAILS WHICH SHOW COMPLIANCE WITH
 97 SBC SECTIONS 1007.5 AND 1015.
 B) MUST COMPLY WITH 97 SBC SEC.1007.3.1
 THE SUM OF TWO RISERS AND A TREAD,
 EXCLUSIVE OF THE NOSING SHALL NOT BE
 LESS THAN 24" NOR MORE THAN 25".
 C) WINDERS SHALL HAVE A MINIMUM TREAD
 DEPTH OF 6" AT THE NARROW EDGE AND SHALL
 HAVE A MINIMUM TREAD DEPTH OF 11" AT A
 POINT 12" FROM THE NARROW EDGE. 97 SBC
 SEC.1007.8.1
 D) FIREBLOCKING IS REQUIRED AT STAIRS
 PER 97 SBC SEC. 1007.1.3
 PLEASE MAKE REQUIRED CORRECTIONS.
  
 4) PROVIDE ACCESS TO ATTIC ON SECOND
 FLOOR. 97SBC 2309.6
  
 5) SAFETY GLASS IS REQUIRED IN WINDOW OF
 HER BATH ON FIRST FLOOR. 97SBC 2505.2
  
 6) INDICATE THE LOCATION OF VERTICAL
 WALL REINFORCEMENT ON THE FOUNDATION
 PLANS.
  
 7) INDICATE TIE BEAM SIZES AND
 REINFORCEMENT ON THE PLANS.
  
 8) INDICATE LOCATIONS OF LINTELS AND
 PROVIDE A LINTEL SCHEDULE.
  
 9) PROVIDE THE DIMENSIONS FOR THE
 THICKENED CONCRETE EDGE AT THE COVERED
 PORCH AND PATIO.
  
 10) PROVIDE A DETAIL OF THE CONCRETE
 RECESSES AND REINFORCEMENT AT THE GARAGE
 AND SHOWERS.
  
 11) THE OWNER/AGENT IS REQUIRED TO SIGN
 AND DATE THE ENERGY CALCULATION FORMS.
  
 12)PROVIDE (2)KEY PLANS AND INSTALLATION
 SCHEDULES FOR STORM PANELS. INDICATE THE
 MOUNTING SYSTEM(S) AND SPECIFIC TYPES OF
 ANCHORS THAT WILL BE USED.
  
 13) THE FLOOR PLAN INDICATES A FIXED
 GLASS ARCH TOP WINDOW ABOVE A SH
 WINDOW AT THE MASTER BEDROOM, HOWEVER
 THE ELEVATION SHOWS ONLY THE FIXED GLASS
 ARCH TOP WINDOW. PLEASE CLARIFY.
  
 14) PROVIDE (2) CURRENT AND COMPLETE
 COPIES OF SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR:
 - SINGLE HUNG WINDOWS
 - OCTAGONAL WINDOW
 - ARCH TOP FIXED GLASS WINDOWS
 - STRUCTURAL MULLIONS
 - EXTERIOR STEEL DOORS
  
 15) THE DESIGN RATING FOR THE FIBERGLASS
 DOOR THAT WAS SUBMITTED (+49,-60 PSF)
 DOES NOT MEET THE REQUIRED DESIGN
 WINDLOAD GIVEN ON SHEET 1 OF PLANS.
  
 16) PLEASE REVIEW THE MEAN ROOF HEIGHT
 OF THE STRUCTURE. IT APPEARS TO BE +/-
 23 FT. FROM FINISH GRADE TO AVERAGE
 HEIGHT OF THE HIGHEST ROOF.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop Z ZONING
Rev No 1 Status P Date 2001-09-27 Cont ID  
Sent By sgraham Date 2001-09-27 Time 08:22 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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