Plan Review Details - Permit 11020061
Plan Review Stops For Permit 11020061
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2011-04-06 Cont ID  
Sent By jgomez Date 2011-04-06 Time 14:00 Rev Time 0.00
Received By jgomez Date 2011-04-05 Time 09:16 Sent To  
Notes
2011-04-06 14:01:22BUILDING REVIEW APPROVED WITH PROVISO:
  
 1- PROVIDE PRODUCT APPROVALS FOR UNDERLAYMENT TYPE
 SPECIFIED ON SHEETS A3 & A4 APPROVED FOR WOOD SHAKES
 AND METAL ROOF APPLICATIONS. ***NOTE: WOOD SHAKES
 REQUIRE UNDERLAYMENT INSTALLATION PER RAS 130. SEE
 SHAKE NOA AND RAS 130.
 2- METAL ROOF NOA 07-0822.05 SUBMITTED DOESN'T MEET THE
 DESIGN PRESSURES OF SEC. R301 FOR ROOF ZONES 2 AND 3.
 NEED PRODUCT APPROVAL THAT MEETS THE DESIGN PRESSURES.
 3- PROVIDE PRODUCT APPROVAL FOR 8"WIDE PRECAST LINTELS.
 NOA 08-0320.09 SUBMITTED IS FOR 4", 6" & 12" LINTELS
 ONLY.
 4- PROVIDE PRODUCT APPROVAL FOR SHUTTERS SHOWN ON PLANS
 WITH COMPLETE INSTALLATION SCHEDULE.
 5- PROVIDE PRODUCT APPROVAL FOR METAL LOUVERED PLANS
 SHOWN ON PLANS WITH COMPLETE INSTALLATION SCHEDULE.
 6- DESIGNER OF RECORD TO APPROVE IN WRITING ALL PRODUCT
 APPROVALS. SEC. 106.3.3 CITY AMENDMENTS TO FBC.
 7- SHEET S-1: A) DESIGN PRESSURES SHOWN ON WORST CASE
 NOTE DON'T MATCH DESIGN PRESSURES SHOWN ON THE 2 STORY
 SKETCH.
 B) COORDINATE ALL THE DESIGN LOADS WITH LOADS SHOWN ON
 S3 AND INCLUDE THE ATTIC LIVE LOAD AND THE BALCONY
 LOADS AS REQUIRED BY TABLE R301.5 (AND THE ADDITIONAL
 LOAD FOR POOL TABLE). ***NOTE: SHEET A2 WAS NOT REVISED
 TO EXCLUDE THE GYP-CRETE FLOOR.
 8- SOIL TEST REPORT SUBMITTED: A) NEEDS ENGINEER'S
 ORIGINAL SEAL & SIGNATURE. CHAPTER 471 FLORIDA STATUTE.
 B) ENGINEER TO UPDATE HIS LICENSE STATUTES WITH DBPR.
 9- PROVIDE THE TECHNICAL LITERATURE FOR THE SPRAY
 INSULATION. ARCHITECT TO APPROVE IT IN WRITING.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2011-02-16 Cont ID  
Sent By jgomez Date 2011-02-16 Time 12:14 Rev Time 0.00
Received By jgomez Date 2011-02-16 Time 12:13 Sent To  
Notes
2011-02-16 12:21:26NEW SINGLE RESIDENCE (R3) BUILDING REVIEW CHECKLIST.
 2007 FLORIDA RESIDENTIAL CODE WITH 2009 REVISIONS.
  
 1- ACCORDING TO 2009 REVISIONS SEC. R301.2.1.4.3(2)
 THIS BUILDING IS LOCATED ON EXPOSURE "C" AND ROOF
 SHEATHING UPLIFT AND ROOF TO WALL UPLIFT LOADS SHALL BE
 INCREASED BY 20%. STRUCTURAL PLANS TO INDICATE THE
 ADDITIONAL 20 PERCENT INCREASE AND PROVIDE
 SPECIFICATIONS SHOWING COMPLIANCE WITH THIS
 REQUIREMENT.
  
 2- FOR YOUR INFORMATION: PROPERTY IS LOCATED ON FLOOD
 ZONE A5. ELEVATION CERTIFICATES WILL BE REQUIRED DURING
 THE CONSTRUCTION AND AT THE END OF CONSTRUCTION.
  
 3- PLANS ARE STAMPED BY PALM BEACH COUNTY FOR IMPACT
 FEES. PROVIDE COPY OF PAID RECEIPT.
  
 4- PROVIDE COMPLETE SPECIFICATIONS AND UL LISTING FOR
 OUTDOOR FIREPLACE AS REQUIRED BY SEC. R1005 OF 2007
 FLORIDA RESIDENTIAL CODE.
  
 5- FIRST FLOOR BATHROOM TO HAVE DOORS THAT ALLOW 29"
 MIN. CLEAR OPENING AS REQUIRED BY SEC. 11-11.1 OF 2007
 FBC.
  
 6- A) PROVIDE WINDOW CUT SHEETS FOR EGRESS WINDOWS
 (3'X5' DOUBLE HUNG WINDOWS) SHOWN ON BEDROOMS #2 TO
 VERIFY CLEAR OPENING SIZE OF 5.7S.F. AS REQUIRED BY
 SEC. R310.1.1.
  
 B) PROVIDE PRODUCT APPROVAL AND COMPLETE SPECIFICATIONS
 AND CUT SHEETS FOR CUSTOM EGRESS WINDOW CALLED "AD"
 SHOWN ON BEDROOM #4. SEC. R310.
  
 C) PROVIDE PRODUCT APPROVAL FOR CUSTOM WINDOWS "AE" AND
 "H" AS SHOWN ON THE WINDOW SCHEDULE.
  
 D) BEDROOM #3 WINDOWS DON'T COMPLY WITH THE EGRESS
 REQUIREMENTS OF SEC. R310. REVISE AS REQUIRED.
  
 7- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY
 DCA RULE 9B-72 FOR:
 A) UNDERLAYMENT SYSTEM SPECIFIED ON SHEETS A3 AND A4
 FOR 5V CRIMP METAL ROOFING.
  
 B) SHINGLE ROOF SYSTEM AS SPECIFIED ON SHEETS A3 AND
 A4.
  
 C) SEALOFLEX WATERPROOFING SUBMITTED: (1) ARCHITECT TO
 REFER TO CURRENT NOA 10-0608.02 SUBMITTED. (2)
 ARCHITECT TO IDENTIFY WHICH SPECIFIC APPROVED ASSEMBLY
 IS GOING TO BE INSTALLED. (3) ARCHITECT TO REVISE RAS
 117 CALCULATIONS SUBMITTED. NAIL ENHANCING AT CORNER
 AREAS CAN'T BE LESS THAN 4"O.C. SEE SEC. 8.1 OF RAS
 117. REVISE NAIL SPACING AS REQUIRED.
  
 D) GREEN RIVER CEDAR SHAKES AND SHINGLES NOA 06-1107.01
 SUBMITTED. CLARIFY IF USING SHINGLES OR SHAKES.
 ARCHITECT SPECIFIES SHINGLES BUT SIZE SPECIFIED IS FOR
 SHAKES. SEE ARCHITECTURAL ELEVATIONS, NOA SUBMITTED AND
 RAS 130 TABLE 1. REVISE/CLARIFY AS REQUIRED. ALSO,
 ARCHITECT TO REVIEW AND APPROVE IN WRITING NOA
 SUBMITTED.
  
 E) ARCHITECT TO REVIEW AND APPROVE IN WRITING UC3
 COPPER PANELS SUBMITTED.
  
 F) ENTRY DOOR AS SHOWN ON PLANS.
  
 G) GARAGE DOORS AS SHOWN ON PLANS.
  
 H) PRECAST LINTELS AS SHOWN ON PLANS.
  
 I) SHUTTERS AS SHOWN ON PLANS. AND, PROVIDE COMPLETE
 INSTALLATION SCHEDULE AND CLEARLY MARK ON SHUTTERS
 DRAWINGS SPECIFIC ANCHOR TYPE AND SPACING TO BE USED TO
 VERIFY COMPLIANCE WITH THE DESIGN PRESSURES OF SEC.
 R301.
  
 J) METAL LOUVERED PANELS SHOWN ON EXTERIOR ELEVATIONS
 BY THE PORCHES AREAS. AND, CLEARLY IDENTIFY PROPOSED
 INSTALLATION TO VERIFY COMPLIANCE WITH THE DESIGN
 PRESSURES OF SEC. R301.
  
 8- ARCHITECT TO REVIEW AND APPROVE IN WRITING ALL
 PRODUCT APPROVALS. SEC. 106.3.3 CITY AMENDMENTS TO FBC.
  
 9- SHEET S1:
 A) DESIGN PRESSURES SHOWN FOR ONE STORY BUILDING DON'T
 CORRESPOND TO EXPOSURE "C" WORST CASE SCENARIO. REVISE
 AS REQUIRED. REVISE NUMBERS SHOWN ON THE GRAPH AND
 NUMBERS SHOWN BELOW.
  
 B) SPECIFY ALL THE DESIGN LOADS INCLUDING THE ATTIC
 LIVE LOAD AS REQUIRED BY SEC. R301 AND TABLE R301.5 OF
 2007 FLORIDA RESIDENTIAL CODE.
 ALSO, SPECIFY ALL THE SECOND FLOOR LOADS ON MAIN HOUSE.
 SHEET S3 ONLY PROVIDE SPECIFICATIONS FOR THE GUEST
 HOUSE.
 ***NOTE: INCLUDE THE ADDITIONAL WEIGHT OF THE GYP-CRETE
 FLOOR UNDERLAYMENT. SEE NOTE ON SHEET A2.
  
 10- PROVIDE SOIL TEST REPORT. SEC. R401.4 2007 FLORIDA
 RESIDENTIAL CODE.
  
 11- SHEET S-4: REVISE ROOF SHEATHING DETAIL: REVISE
 ROOF SHEATHING NAILING SPECIFICATIONS. NEED TO SPECIFY
 MIN. 8D RING SHANK NAILS AS REQUIRED BY SEC.
 R803.2.3.1.
  
 12- SHEET SW1:
 A) UPDATE ASCE EDITION SPECIFIED ON STRUCTURAL NOTES.
 REFER TO ASCE 7-05 NOT 02.
  
 B) REVISE WIND DESIGN CRITERIA. REFER TO CORRECT
 BUILDING EXPOSURE "C".
  
 13- ENERGY CALCULATIONS:
 A) OWNER/AGENT TO SIGN AND DATE BOTTOM OF FORM.
  
 B) REVISE TYPE OF ROOF SPECIFIED ON SECOND PAGE. SEE
 ARCHITECTURAL DRAWINGS FOR TYPE OF ROOFS TO BE USED.
  
 C) PROVIDE COMPLETE INFORMATION ON TOP OF FORM.
 INCLUDING BUILDER NAME.
  
 14- ENERGY CALCULATIONS SPECIFY UNVENTED ATTIC. PROVIDE
 COMPLETE SPECIFICATIONS FOR TYPE OF INSULATION TO BE
 USED.
 ***NOTE: ARCHITEC TO REVIEW AND APPROVE IN WRITING ALL
 THE SPECIFICATIONIS PRIOR TO SUBMITTAL TO THIS OFFICE.
  
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561)805-6712
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2011-03-22 Cont ID  
Sent By rlecky Date 2011-03-22 Time 13:00 Rev Time 0.00
Received By rlecky Date 2011-03-22 Time 12:37 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2011-03-02 Cont ID  
Sent By rlecky Date 2011-03-02 Time 12:37 Rev Time 0.00
Received By rlecky Date 2011-03-01 Time 14:30 Sent To  
Notes
2011-03-02 12:39:55VERIFY THE AVAILABLE FAULT CURRENT IS LESS THAN 10,000
 AMPS. NEC 110.9
 PROVIDE AN INTER SYSTEM BONDING STRIP AT ELECTRIC
 SERVICE. NEC 250.94
 3/0 CONDUCTORS ARE REQUIRED FOR FEEDERS PROTECTED WITH
 200 AMPERE BREAKER. NEC T. 310.16
 PANEL ???A??? (POOL) REQUIRES A #3 FEEDER CONDUCTOR
 WITH #8 GROUNDS. NEC T 310.16
 A GFCI PROTECTED RECEPTACLE IS REQUIRED TO SERVE CU #1
 AND #2. NEC 210.63
 SEVERAL RECEPTACLES REQUIRE LABELING FOR GFCI
 PROTECTION. THESE ARE LOCATED ON THE WEST PORCH, EAST
 PORCH AND KITCHENETTE. NEC 210.8
 ADDITIONAL RECEPTACLES ARE REQUIRED IN THE FAMILY ROOM,
 KITCHEN ALCOVE AND ENTRY FOYER TO THE BREEZEWAY. NEC
 210.50
 THE AMPACITY OF THE CONDUCTORS TO THE GENERATOR SHALL
 NOT BE LESS THAN 115% OF THE NAMEPLATE CURRENT RATING
 OF THE GENERATOR. 1/0 CONDUCTORS ARE TOO SMALL. NEC
 445.13
 PROVIDE AN EQUIPMENT GROUND FOR THE GENERATOR FEED. NEC
 T. 250.122
  
 ROBERT LECKY, ELECTRICAL PLAN REVIEW, 561-805-6718
  
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2011-04-07 Cont ID  
Sent By mgonzale Date 2011-04-07 Time   Rev Time 0.50
Received By mgonzale Date 2011-04-07 Time   Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2011-03-08 Cont ID  
Sent By   Date 2011-03-08 Time   Rev Time 0.00
Received By mgonzale Date 2011-03-08 Time 11:16 Sent To  
Notes
2011-03-08 12:24:41#1 DIMENSION DRIVEWAYS, LOCATED HORIZONTALLY AND
 VERTICALLY. CALL OUT SETBACK (DRIVEWAY APRON WIDTH(S)
 MUST BE 10' WIDE MAX PER CODE)
  
 #2 PLANS DO NOT SHOW VISIBILITY TRIANGLE (20'X20' AT
 THE CORNER OF PALMETTO LN AND FLAGLER DR)
  
 #3 CONCRETE APRONS OR CITY STANDARD DETAIL IS REQUIRED.
 SEE LINKS BELOW: HTTP://WWW.CITYOFWPB.COM/ENGINEERING/P
 DF/STANDARDS/GC-6.PDF
 HTTP://WWW.CITYOFWPB.COM/ENGINEERING/ENG_STANDARDS.HTM
  
 #4 IF USING PAVERS YOU MUST NEED TO EXECUTE A DRIVEWAY
 AGREEMENT.
 CONTACT:
 BRIAN R MOREE
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33401
 PHONE: 494-1040 EXT: 1098
 FAX: 494-1118
 E-MAIL: [email protected]
  
 #5 FOR CITY STANDARD CITY DRIVEWAY USING PAVERS
 CONTACT: JANICE J TARBILL TO OBTAIN DETAIL.
 COMPUTER AIDED DRAFTING TECHNICIAN LEADER
 ENGINEERING SERVICES DEPT
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33401
 PHONE: 494-1040 EXT: 1079
 FAX: 494-1117
 E-MAIL: [email protected]
  
 ******************************************
  
 MANUEL JULIAN GONZALEZ
 CSD ENGINEERING REVIEW
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
  
  
  
  
  
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2011-04-12 Cont ID  
Sent By jgomez Date 2011-04-12 Time 13:12 Rev Time 0.00
Received By jgomez Date 2011-03-21 Time 13:21 Sent To  
Notes
2011-03-21 13:21:20SENT TO R20.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2011-03-11 Cont ID  
Sent By rlecky Date 2011-03-08 Time 10:08 Rev Time 0.00
Received By rlecky Date 2011-02-03 Time 11:14 Sent To  
Notes
2011-02-03 11:22:06SENT TO R2.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2011-04-05 Cont ID  
Sent By jgomez Date 2011-04-05 Time 10:37 Rev Time 0.00
Received By jgomez Date 2011-04-05 Time 10:37 Sent To  
Notes
2011-04-05 10:38:42CALLED TO VERIFY THAT FEES WERE PAID. MU-2011-1723.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2011-02-15 Cont ID  
Sent By jgomez Date 2011-02-15 Time 17:55 Rev Time 0.00
Received By jgomez Date 2011-02-15 Time 17:55 Sent To  
Notes
2011-02-15 17:57:17PLANS STAMPED JANUARY 27, 2011. MU2011-1723. NEED COPY
 OF PAID RECEIPT.
Review Stop L LANDSCAPING
Rev No 2 Status N Date 2011-03-28 Cont ID  
Sent By rkussner Date 2011-03-28 Time 14:45 Rev Time 0.00
Received By rkussner Date 2011-03-28 Time 14:45 Sent To  
Notes
2011-03-28 14:46:26***LANDSCAPE NOT REQUIRED***
  
 PLEASE REFER TO PERMIT NUMBER 11030538 FOR LANDSCAPE
 PLANS AND PERMIT.---RAK
Review Stop L LANDSCAPING
Rev No 1 Status F Date 2011-02-08 Cont ID  
Sent By rkussner Date 2011-02-08 Time 09:57 Rev Time 0.00
Received By rkussner Date 2011-02-08 Time 09:57 Sent To  
Notes
2011-02-08 10:19:28***LANDSCAPE REVIEW FAILED***
  
 PLEASE RESPOND TO REVIEW COMMENTS IN WRITTEN FORMAT.
  
 1. PLEASE APPLY FOR A SEPARATE LANDSCAPE PERMIT. SUBMIT
 TWO (2) COPIES OF A LANDSCAPE PLAN SHOWING COMPLIANCE
 WITH SECTIONS 94-442 AND 94-445 OF THE ZLDR.
  
 2. PLEASE PROVIDE THE TABULATION NECESSARY FOR THE
 EVALUATION OF COMPLIANCE WITH ARTICLE XIV OF THE ZONING
 AND LAND DEVELOPMENT REGULATIONS, INCLUDING THE
 XERISCAPE DESIGN OPTIONS.
  
 3. PURSUANT TO SECTION 94-448 (D) (2), THE LANDSCAPE
 PLAN SHALL CONTAIN ALL OF THE ELEMENTS ENUMERATED IN
 THIS SECTION.
  
 4. PURSUANT TO SECTION 94-445 (4) (G) (3) (II), IN ALL
 AREAS THAT ARE TO BE PLANTED IN A CULTIVATED LANDSCAPE,
 IRRIGATION SYSTEMS SHALL BE DESIGNED TO HAVE 120
 PERCENT COVERAGE. PLEASE APPLY FOR AN IRRIGATION PERMIT
 AND PROVIDE TWO SETS OF IRRIGATION PLANS
  
 5. PLEASE APPLY FOR A TREE ALTERATION PERMIT THROUGH
 PLANNING AND ZONING IF ANY EXISTING TREES WILL BE
 REMOVED OR RELOCATED.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT ROBERT
 KUSSNER @ (561) 822-1462.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2011-04-12 Cont ID  
Sent By jgomez Date 2011-04-12 Time 13:11 Rev Time 0.00
Received By jgomez Date 2011-04-12 Time 11:05 Sent To PC
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2011-02-16 Cont ID  
Sent By jgomez Date 2011-02-16 Time 13:03 Rev Time 0.00
Received By jgomez Date 2011-02-16 Time 13:03 Sent To  
Notes
2011-02-16 13:07:28NO PLANS, NO INFORMATION, NO CONTRACTOR. PROVIDE
 COMPLETE INFORMATION UNDER A SEPARATE PERMIT.
Review Stop P PLUMBING
Rev No 1 Status P Date 2011-03-02 Cont ID  
Sent By rmcdouga Date 2011-03-02 Time 12:24 Rev Time 0.00
Received By rmcdouga Date 2011-03-02 Time 12:24 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2011-04-04 Cont ID  
Sent By astelly Date 2011-04-04 Time 13:30 Rev Time 0.00
Received By astelly Date 2011-04-04 Time 13:30 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2011-02-09 Cont ID  
Sent By astelly Date 2011-02-09 Time 16:33 Rev Time 0.00
Received By astelly Date 2011-02-09 Time 16:33 Sent To  
Notes
2011-02-09 16:42:21AMY STELLY
 PLANNING AND ZONING
 561-822-1442
  
 PLEASE PROVIDE A SURVEY OF THE PROPERTY AND A LANDSCAPE
 PLAN FOR REVIEW.
  
 THE SITE PLAN MUST BE FULLY DIMENSIONED.
  
 KITCHENS ARE NOT PERMITTED IN ACCESSORY UNITS WITHIN
 THE SF7 ZONING DISTRICT. PLEASE REMOVE THIS ITEM FROM
 THE CARRIAGE HOUSE PLANS.
  
 YOUR RESUBMISSION MAY GENERATE ADDITIONAL COMMENTS.
  
  


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