Plan Review Details - Permit 01070730
Plan Review Stops For Permit 01070730
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2001-08-22 Cont ID  
Sent By dpalmer Date 2001-08-22 Time 09:47 Rev Time 0.00
Received By dpalmer Date 2001-08-22 Time 09:47 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2001-08-10 Cont ID  
Sent By dpalmer Date 2001-08-10 Time 16:08 Rev Time 0.00
Received By dpalmer Date 2001-08-10 Time 16:08 Sent To  
Notes
2001-08-10 00:00:00**************** UNSAT ***************
  
 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.
 PLEASE SEE CIRCUIT`S 19, 21.
 SMALL APPLIANCE )BATH) AND GFI SMALL APP
  
  
 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 M MECHANICAL (A/C)
Rev No 3 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By pkrauss Date 2002-02-05 Time 09:44 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2001-08-22 Cont ID  
Sent By hmoser Date 2001-08-22 Time 16:57 Rev Time 0.33
Received By hmoser Date 2001-08-22 Time 16:58 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2001-07-24 Cont ID  
Sent By hmoser Date 2001-07-24 Time 17:07 Rev Time 0.33
Received By hmoser Date 2001-07-24 Time 17:07 Sent To  
Notes
2001-07-24 00:00:00PLAN DENIED
 #1 FLOOR PLAN DOES NOT MATCH
 MECHANICAL PLAN
 REVIEW BY HAROLD MOSER [561]659-8096
 EXT.8390
Review Stop P PLUMBING
Rev No 1 Status P Date 2001-07-21 Cont ID  
Sent By jleech Date 2001-07-21 Time 09:40 Rev Time 0.25
Received By jleech Date 2001-07-21 Time 09:40 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 7 Status P Date 2002-04-10 Cont ID  
Sent By rmcdouga Date 2002-04-10 Time 11:45 Rev Time 0.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-04-10 00:00:00SITE SPECIFIC ENGINEERING FOR FRONT DOOR
 OK WITH LETTER FROM ENGINEER OF RECORD.
Review Stop R ROOF PLAN REVIEW
Rev No 6 Status F Date 2002-02-11 Cont ID  
Sent By rmcdouga Date 2002-02-11 Time 07:57 Rev Time 1.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-02-11 00:00:00*************BUILDING DENIED************
  
 1) THE SITE SPECIFIC PRODUCT APPROVAL
 THAT WAS SUBMITTED FOR THE ENTRY DOOR IS
 NOT ACCEPTABLE. IT MUST BE SIGNED,
 SEALED AND DATED BY THE DESIGN
 PROFESSIONAL OF RECORD FOR THE STRUCTURE
 WHICH IS JOSEPH LATERZA.
  
 2) THE INFORMATION SUBMITTED, CHANGING
 THE SHAPE OF THE FRONT ENTRANCE STOOP
 FROM A RECTANGLE TO AN ARCH IS
 CONSIDERED A REVISION AND IS REQUIRED TO
 BE SUBMITTED AS A REVISION. THE DRAWINGS
 ARE REQUIRED TO BE SIGNED, SEALED AND
 DATED BY THE DESIGN PROFESSIONAL OF
 RECORD, JOSEPH LATERZA.
 A SEPARATE PERMIT WILL BE REQUIRED FOR
 THE AWNING.
  
 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 5 Status P Date 2001-12-21 Cont ID  
Sent By rmcdouga Date 2001-12-21 Time 10:55 Rev Time 1.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-12-21 00:00:00TRUSSES OK
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status F Date 2001-12-15 Cont ID  
Sent By rmcdouga Date 2001-12-15 Time 06:45 Rev Time 1.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-12-15 00:00:00TRUSSES
 DENIED
  
 1) TRUSS DRAWINGS AND TRUSS LAYOUT MUST
 BE REVIEWED AND APPROVED BY THE DESIGNER
 OF RECORD FOR THE STRUCTURE. THIS IS
 REQUIRED TO BE INDICATED ON THE TRUSS
 LAYOUT ALONG WITH THE ORIGINAL SIGNATURE
 OF THE DESIGNER OF RECORD.
  
 2) THE TRUSS LAYOUT IS REQUIRED TO HAVE
 THE TRUSS ENGINEER'S ORIGINAL SIGNATURE,
 EMBOSSED SEAL AND DATE IN ADDITION TO
 HIS TITLE BLOCK (NAME, NUMBER & ADDRESS)
 RUBBER SIGNATURE STAMPS ARE NOT
 ACCEPTABLE.
  
 3) THE MEAN ROOF HEIGHT OF THE STRUCTURE
 IS 27 FEET PER DESIGN COMPLIANCE FORM BY
 ENGINEER OF RECORD. THE TRUSS DRAWINGS
 HAVE MEAN ROOF HEIGHTS OF 15 FEET AND
 18.58 FEET. TRUSSES ARE REQUIRED TO BE
 ENGINEERED FOR MEAN ROOF HEIGHT OF THE
 STRUCTURE. PLEASE CORRECT.
  
 4) THE TRUSS PACKAGE INDICATES TRUSSES
 FOR THE DORMERS AND THE PLANS SHOW 2X6
 RAFTERS. A REVISION TO THE PLANS WHICH
 INDICATES TRUSSES AND THE TYPE OF TRUSS
 CONNECTORS REQUIRED TO RESIST THE LOADS
 MUST BE SUBMITTED.
  
 5) THE PAGES LISTED ON THE INDEX SHEET
 AS NON. APP. AND SUBMITTED AS PART OF
 THE TRUSS PACKAGE MUST COMPLY WITH THE
 REQUIREMENTS OF 61G15-31.003. SOME OF
 THESE DRAWINGS REFERENCE THE WRONG CODE
 (1991 SSBCC) AND OTHERS DO NOT APPLY TO
 THIS PROJECT. PLEASE REMOVE PAGES THAT
 DO NOT APPLY AND THE ONES THAT REMAIN
 MUST COMPLY. PLEASE CLARIFY NON. APP.
 SEE COPY OF 61G15-31.003 ATTACHED.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2001-10-02 Cont ID  
Sent By rmcdouga Date 2001-10-02 Time 11:39 Rev Time 1.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-10-02 00:00:00REVISION SUBMITTED 10-1-01 OK
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2001-08-24 Cont ID  
Sent By lmartine Date 2001-08-24 Time 13:38 Rev Time 0.00
Received By lmartine Date   Time   Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2001-08-09 Cont ID  
Sent By rmcdouga Date 2001-08-09 Time 09:31 Rev Time 5.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-08-09 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) PROVIDE ENERGY CALCULATIONS THAT
 HAVETHE SIGNATURE OF OWNER/AGENT.
  
 3) THE DESIGN CERTIFICATION FORM IS NOT
 CORRECT. PLEASE INDICATE THE DESIGN
 CRITERIA THAT WAS USED TO CALCULATE THE
 LOADS ON THE STRUCTURE. DESIGN
 ASSUMPTIONS AND PARAMETERS MUST BE
 BASEDON EITHER 97SBC 1606 OR ASCE 7-95.
 CRITERIA CAN NOT BE MIXED.
 ALSO, THE MEAN ROOF HEIGHT (THE AVERAGE
 HEIGHT OF THE HIGHEST ROOF TO FINISHED
 GRADE) IS APPROXIMATELY 27' NOT
 35'.THISCHANGES THE BASIC VELOCITY
 PRESSURE.
 PLEASE CORRECT.
  
 4)PROVIDE (2) CURRENT AND COMPLETE
 COPIES OF SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR:
 - SINGLE HUNG WINDOWS
 - STRUCTURAL MULLIONS
 - FRENCH DOORS
 - METAL DOORS
 - DOOR WITH SIDELITES (ENTRY)
 - OVERHEAD GARAGE DOORS
 - ROOFING MATERIALS (SLOPED & FLAT
 ROOF)- CANVAS AWNING AND FRAME (OR
 APPLYUNDER A SEPARATE PERMIT)
  
 5) PROVIDE (2) PRODUCT APPROVALS, KEY
 PLANS AND INSTALLATION SCHEDULES
 INDICATING THE SPECIFIC TYPES OF
 ANCHORSTO BE USED FOR STORM PANELS.
  
 6) PROVIDE UL LISTING INFORMATION AND
 MANUFACTURERS SPECIFICATIONS FOR GAS
 FIREPLACE, CHIMNEY, CONNECTORS AND
 ACCESSORIES. FACTORY-BUILT FIREPLACES
 SHALL BE TESTED IN ACCORDANCE WITH AND
 MEET THE REQUIREMENTS OF UL 127.
 GAS APPLIANCES SHALL BE INSTALLED AND
 VENTED IN ACCORDANCE WITH THE REQUIRE-
 MENTS OF THE STANDARD GAS CODE. 97 SBC
 2804.4, 2806, 2809 AND 2810.
 NOTE: A SEPARATE GAS PERMIT WILL BE
 REQUIRED.
  
 7) PROVIDE SOIL TEST PER 1804.2.2 OF
 CITY AMENDMENTS TO 97 SBC.
  
 8) PROVIDE DETAILS OF CHIMNEY
 CONSTRUCTION INDICATING SIZE AND SPACING
 OF FRAMING, CONNECTORS THAT WILL BE USED
 TO PROVIDE CONTINOUS LOAD PATH, FIRE
 BLOCKING, METHOD OF ATTACMENT TO WALL OF
 STRUCTURE, ETC.
  
 9) THE SUM OF 2 RISERS AND A TREAD,
 EXCLUSIVE OF THE NOSING PROJECTION,SHALL
 NOT BE LESS THAN 24" NOR MORE THAN 25".
 97 SBC 1007.3.1 PLEASE CORRECT.
  
 10) BEDROOMS #3 AND #4 AND GAME ROOM ON
 THE SECOND FLOOR MUST MEET EGRESS
 REQUIREMENTS PER 97 SBC 1005.4. FOR
 SLEEPING ROOMS (GAME ROOM COULD BE USED
 AS A SLEEPING ROOM). AN SH25 IS REQUIRED
 TO PROVIDE THE MINIMUM NET CLEAR OPENING
 HEIGHT OF 24". PLEASE CORRECT.
  
 11) INDICATE THE CONNECTORS THAT WILL BE
 USED TO SECURE PARAPET WALLS TO THE
 STRUCTURE (PROVIDE A CONTINOUS LOAD
 PATH ).
  
 12) PROVIDE SECTIONS OF THE DORMERS AND
 THE WOOD FRAMED STAIR WELL WITH DETAILS
 INDICATING THE CONNECTORS (LOAD PATH),
 SIZE AND SPACING OF FRAMING MEMBERS,
 ATTACHMENT OF FRAME WALLS TO MASONRY
 WALLS, ETC.
  
 13) THE TRUSS ENGINEER MUST DESIGN THE
 TRUSSES TO BE SISTERED TO THE RAFTERS AT
 THE GARAGE AS INDICATED ON SHEET 1 AND
 ACKNOWLEDGE THIS ON TRUSS SUBMITTALS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop Z ZONING
Rev No 1 Status P Date 2001-07-17 Cont ID  
Sent By sgraham Date 2001-07-17 Time 10:56 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved