Plan Review Details - Permit 16031485
Plan Review Stops For Permit 16031485
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-05-13 Cont ID  
Sent By jgomez Date 2016-05-11 Time 15:08 Rev Time 0.00
Received By jgomez Date 2016-05-11 Time 15:08 Sent To  
Notes
2016-05-11 15:11:44NEW SINGLE FAMILY RESIDENCE (R3), BUILDING REVIEW
 COMMENTS.
 CODE: FBC 5TH EDITION (2014)
  
 1- PROVIDE COPY OF THE PALM BEACH COUNTY IMPACT FEES
 PAID RECEIPT. COUNTY IMPACT FEE ORDINANCE OF THE
 UNIFIED LAND DEVELOPMENT CODE.
  
 2- SHEET 2 OF 18:
 A) REVISE THE DESIGN CRITERIA. THE CORRECT CURRENT CODE
 IS FBC-5TH EDITION (2014) NOT 2012 FBC (5TH ADDITION).
 CHAPTER 553 FLORIDA STATUTES.
  
 B) MASONRY WALL VERTICAL REINFORCEMENT SHOWN FOR THE
 DETACHED GARAGE AND MAIN HOUSE TO COMPLY WITH THE
 SPACING REQUIREMENTS OF SEC. R609.3.3 FBC-RESIDENTIAL,
 5TH EDITION (2014). REVISE REINFORCEMENT SPACING
 LOCATION AND SPECIFY DISTANCE BETWEEN SPACING. OR
 PROVIDE CALCULATIONS SHOWING THAT THE PROPOSED SPACING
 IS ADEQUATE TO RESIST ALL THE LOADS. (NOTE: SPECIFY IF
 USING SCHEDULE 40 OR 60 #5 BAR).
  
 C) THERE ARE SOME LARGE OPENINGS THAT HAVE ONLY ONE
 REINFORCED CELL AT EACH SIDE OF THE OPENINGS. SEE SEC.
 R609.3.2 FBC-RESIDENTIAL, 5TH EDITION (2014) AND REVISE
 NUMBER OF FILLED CELLS AS REQUIRED. OR PROVIDE
 CALCULATIONS SHOWING THAT THE PROPOSED SPACING IS
 ADEQUATE TO RESIST ALL THE LOADS.
  
 3- SHEET 7 OF 18:
 A) REVISE THE LIVE AND DEAD LOADS. THERE IS A NOTE "PER
 R-301.4 AND R-301.5 LIVE AND DEAD LOADS ARE 30 AND 25
 TOTALING 55 ON ALL FLOORS AND ROOFS". THE LIVE LOAD IS
 NOT 30 FOR ALL FLOORS. THE LIVE LOADS FOR ROOMS OTHER
 THAN SLEEPING ROOMS IS NOT 30. SEE TABLE R301.5. IN
 ADDITION, CLEARLY SPECIFY THE ATTIC LIVE LOAD (SEE
 NOTES "B" AND "G" OF TABLE R301.5). CLEARLY SPECIFY THE
 LIVE AND DEAD LOADS SEPARATELY TO VERIFY COMPLIANCE
 WITH EACH LOAD.
 NOTE: THIS COMMENT APPLIES TO SHEET 8 OF 18 ALSO.
  
 B) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE
 CONNECTION AT THE ENDS OF FLOOR TRUSS GIRDER LOCATED BY
 THE STAIRWAY. SPECIFY ALL CONNECTORS, POSTS, CONNECTORS
 OF THE POST (TOP & BOTTOM), POST FOOTING SPECS, ETC.
 ALSO, SPECIFY CONNECTORS FOR FLOOR TRUSS GIRDER BETWEEN
 LIVING ROOM AND MASTER BEDROOM AREA. SEC. R301.1
 FBC-RESIDENTIAL, 5TH EDITION (2014).
  
 C) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE
 ROOF DRAINAGE OF THE SUN DECK AREA SHOWING COMPLIANCE
 WITH SEC. R903.4 AND PROVIDE COMPLETE DETAILS AND
 SPECIFICATIONS FOR THE OVERFLOW SCUPPERS SHOWING
 COMPLIANCE WITH SEC. R903.4.1 FBC-RESIDENTIAL, 5TH
 EDITION (2014).
  
 D) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE
 CONNECTORS AT THE ENDS OF ALL FLOOR TRUSSES. SEC.
 R301.1 FBC-RESIDENTIAL, 5TH EDITION (2014).
  
 E) SPECIFY ROOF TRUSS CONNECTORS FOR ROOF TRUSSES THAT
 ARE RESTING ON THE LEDGER BY THE SUN DECK WALL, ENTRY
 PORCH WALL AND MASTER SUITE WALL. SEC. R301.1
 FBC-RESIDENTIAL, 5TH EDITION (2014).
  
 4- SHEET 8 OF 18: TRUSS CONNECTOR SPECIFIED FOR THE
 MAIN ROOF GIRDERS DOESN'T MEET THE UPLIFT LOADS SHOWN
 ON THE TRUSS PACKAGE SUBMITTED. REVISE CONNECTOR AS
 REQUIRED. SEC. R301.1 FBC-RESIDENTIAL, 5TH EDITION
 (2014).
  
 5- SHEET 9 OF 18: CLARIFY WHY SPECIFYING 6" DIAMETER
 CLAY DRAIN PIPES AT ALL THE GABLE ENDS. WHAT ARE THEY
 DRAINING IF ROOF IS DESIGNED AS UNVENTED. SEC. 107.2.1
 CITY AMENDMENTS. NOTE: SAME APPLIES TO SHEET 10 OF 18.
  
 6- ENERGY CALCULATIONS SUBMITTED;
 A) REVISE INFORMATION ON TOP OF FORM: PROVIDE CORRECT
 OWNER'S NAME, PERMIT OFFICE (WEST PALM BEACH NOT PALM
 BEACH COUNTY), AND CORRECT JURISDICTION NUMBER. SEC.
 R101.5.1.1.2 FBC-ENERGY CONSERVATION, 5TH EDITION
 (2014).
  
 B) NUMBER OF BEDROOMS IS INCORRECT. SEE PLANS AND
 REVISE ITEM #4. SEC. R101.5.1.1.2 FBC-ENERGY
 CONSERVATION, 5TH EDITION (2014).
  
 C) CEILING INSULATION R-VALUE DOESN'T MATCH PLANS. SEE
 PLANS AND REVISE ITEM #10 AS REQUIRED. SEC.
 R101.5.1.1.2 FBC-ENERGY CONSERVATION, 5TH EDITION
 (2014).
  
 D) ROOF MATERIAL SPECIFIED ON PAGE 3 OF 7 IS INCORRECT.
 SEE PLANS AND REVISE AS REQUIRED. SEC. R101.5.1.1.2
 FBC-ENERGY CONSERVATION, 5TH EDITION (2014).
  
 E) FLOOR FINISH INFORMATION ON PAGE 3 OF 7 IS
 INCORRECT. SEE PLANS AND REVISE AS REQUIRED. SEC.
 R101.5.1.1.2 FBC-ENERGY CONSERVATION, 5TH EDITION
 (2014).
  
 F) CLARIFY WHY THE R-VALUE OF THE CEILING INFORMATION
 ON PAGE 4 OF 7 DOESN'T MATCH R-VALUE SHOWN ON ITEM #10
 ON PAGE 1 OF 7. SEC. R101.5.1.1.2 FBC-ENERGY
 CONSERVATION, 5TH EDITION (2014).
  
 G) REVISE THE WINDOWS OVERHANG DEPTH AND SEPARATION ON
 PAGE 5 & 6 OF 7 TO MATCH PLANS. SEE PLANS AND EXTERIOR
 ELEVATIONS AND REVISE AS REQUIRED TO MATCH. NOTE: KEEP
 IN MIND THE OVERHANG DEPTH ON GABLE END WALLS. SEC.
 R101.5.1.1.2 FBC-ENERGY CONSERVATION, 5TH EDITION
 (2014).
  
 NOTE: LABEL FOR WINDOWS AND DOORS SHOWING THE U-FACTOR
 AND SHGC FACTOR SPECIFIED ON THE ENERGY CALCULATIONS
 WILL BE REQUIRED WHEN THE ENERGY CALCULATIONS ARE NOT
 USING THE SOFTWARE DEFAULT FACTOR FOR GLAZING.
  
 7- GEOTECHNICAL EXPLORATION REPORT SUBMITTED NEEDS TO
 HAVE THE ENGINEER'S ORIGINAL SEAL AND SIGNATURE AS
 REQUIRED BY CHAPTER 471 FLORIDA STATUTES WHEN
 SUBMITTING DOCUMENTS FOR PUBLIC RECORDS.
  
 8- A) GEOTECHNICAL EXPLORATION FOUNDATION
 RECOMMENDATIONS ON PAGE 7 OF 8 SPECIFIES "ALL FOOTINGS
 AND COLUMNS SHOULD BE STRUCTURALLY SEPARATED FROM THE
 FLOOR SLAB, AS THEY WILL BE LOADED DIFFERENTLY AND AT
 DIFFERENT TIMES". ARCHITECT OF RECORD TO REVIEW THE
 GEOTECHNICAL EXPLORATION REPORT SUBMITTED AND REVISE
 PLANS ACCORDINGLY OR PROVIDE ENGINEER ANALYSIS SHOWING
 THAT THE STRUCTURAL SEPARATION IS NO REQUIRED. SEC.
 R301.1 AND SEC. 107.2.1.3 CITY AMENDMENTS.
  
 B) GEOTECHNICAL EXPLORATION FOUNDATION RECOMMENDATIONS
 AT THE BOTTOM OF PAGE 6 OF 8 SPECIFIES 18" MIN. WIDTH
 FOR CONTINUOUS STRIP FOOTINGS. ARCHITECT OF RECORD TO
 REVIEW THE GEOTECHNICAL EXPLORATION REPORT SUBMITTED
 AND REVISE PLANS ACCORDINGLY OR PROVIDE ENGINEER
 ANALYSIS SHOWING THAT THE FOOTING SIZE SPECIFIED ON THE
 FOUNDATION PLAN FOR GARAGE AND AREAS WITH ONE STORY
 ONLY IS ADEQUATE. SEC. R301.1 AND SEC. 107.2.1.3 CITY
 AMENDMENTS.
  
 9- ARCHITECT OF RECORD TO SPECIFY ROOF TILE FASTENING
 AS REQUIRED BY SEC. 107.2.1.2 CITY AMENDMENTS. IF
 SPECIFYING SCREWS, THEN SPECIFY NUMBER AND SIZE OF
 SCREW. IF SPECIFYING ADHESIVE, THEN CONTRACTOR TO
 PROVIDE PRODUCT APPROVAL.
  
 10- RAKE BEAM DETAIL ON SHEET 17 OF 18 DOESN'T PROVIDE
 SPECIFICATIONS FOR THE SIZE OF RAKE BEAM. AND, IT
 DOESN'T PROVIDE SPECIFICATIONS FOR THE SPACING OF
 VERTICAL REINFORCEMENT, PLANS DON'T PROVIDE THAT
 INFORMATION EITHER. PROVIDE COMPLETE INFORMATION. SEE
 SEC. R609.4.2 FBC-RESIDENTIAL, 5TH EDITION (2014) FOR
 VERTICAL REINFORCEMENT SPACING (SPECIFY IF USING
 SCHEDULE 40 OR 60 #5 REBAR).
  
 11- SPECIFY ATTIC ACCESS SIZE AND LOCATION SHOWING
 COMPLIANCE WITH SEC. R807 FOR GARAGE, FAMILY AREA WING,
 MASTER BATH WING, MASTER BEDROOM WING AND SECOND FLOOR.
  
 12- PROVIDE ICC EVALUATION REPORT FOR THE ICYNENE
 INSULATION SPECIFIED ON PLANS TO VERIFY COMPLIANCE WITH
 SEC. R316 FBC-RESIDENTIAL, 5TH EDITION (2014). NOTE:
 ARCHITECT TO REVIEW REPORT PRIOR TO SUBMITTAL. CHECK
 R-VALUE SPECIFIED ON PLANS AND LIMITATIONS ON THE
 EVALUATION REPORT.
  
 13- PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE
 STAIRWAY SHOWING COMPLIANCE WITH SEC. RR311.7.5
 FBC-RESIDENTIAL, 5TH EDITION (2014).
  
 14- PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE
 HANDRAILS AND GUARDRAILS SHOWN ON PLANS TO COMPLY WITH
 THE LIVE LOAD OF TABLE R301.5 AND SECTIONS R311.7.8 AND
 R312 FBC-RESIDENTIAL, 5TH EDITION (2014).
  
 15- ROOF PROJECTIONS LESS THAN 5 FEET FROM THE PROPERTY
 LINE NEED TO COMPLY WITH TABLE R302.1(1)
 FBC-RESIDENTIAL, 5TH EDITION (2014). PROVIDE DETAIL AND
 SPECIFICATIONS FOR ONE HOUR FIRE RATING ON THE
 UNDERSIDE OF THE PROJECTION AT SOUTH AND EAST GARAGE
 WALLS AND EAST WALL OF MAIN HOUSE.
  
 16- PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE
 FRAMING OF ALL ARCHED OPENINGS SHOWN ON EXTERIOR
 ELEVATIONS. SEC. R301.1 FBC-RESIDENTIAL, 5TH EDITION
 (2014).
  
 17- ALL PLANS NEED TO SPECIFY THE ADDRESS OF THE JOB
 (ALSO, SPECIFY CORRECT NAME OF THE OWNER OF THE HOUSE).
 SEC. 107.2.1 CITY AMENDMENTS.
  
 18- PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE
 FIREPLACE SHOWN ON PLANS. AND PROVIDE COMPLETE
 MANUFACTURER SPECS (REVIEWED BY THE ARCHITECT OF
 RECORD). SHOW COMPLIANCE WITH CHAPTER 10
 FBC-RESIDENTIAL, 5TH EDITION (2014).
  
 19- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY
 FAC 61G20-3.002(33) FOR:
 A) ROOF TILE ADHESIVE (IF SPECIFIED BY THE ARCHITECT OF
 RECORD).
  
 B) TRIPLE CASEMENT WINDOWS AS SHOWN ON PLANS.
  
 C) ARCHED CASEMENT WINDOWS AS SHOWN ON PLANS.
  
 D) GARAGE DOOR AS SHOWN ON PLANS. NOA 12-0110.08
 SUBMITTED EXPIRED ON JULY 21, 2015. NEED CURRENT NOA.
  
 E) ALL SIMPSON STRUCTURAL CONNECTOR SPECIFIED ON PLANS.
 PROVIDE ONLY THE FLORIDA PRODUCT APPROVAL COVER PAGE
 AND PAGE SHOWING THE SPECIFIED CONNECTOR OR LIST THE
 FLORIDA PRODUCT APPROVAL NEXT TO EACH SPECIFIED
 CONNECTOR.
  
 20- ARCHITECT OF RECORD TO APPROVE ABOVE PRODUCT
 APPROVALS. SEC. 107.3.4.1 CITY AMENDMENTS.
  
 21- CLARIFY WHY SUBMITTING MIAMI-DADE NOA 14-0908.18
 FOR FIXED WINDOWS. PLANS DON'T SHOW ANY FIXED WINDOWS.
 SEC. 107.2.1 CITY AMENDMENTS.
  
 22- TRUSS PACKAGE SUBMITTED;
 A) PROVIDE BOTH COPIES WITH ENGINEER'S ORIGINAL SEAL
 AND SIGNATURE. ONLY ONE COPY WAS SIGNED AND SEALED.
 CHAPTER 471 F.S.
  
 B) TRUSS PACKAGE COVER SHEET IS MISSING: (1)THE
 INFORMATION OF THE PROFESSIONAL STRUCTURAL DESIGNER OF
 RECORD (ARCHITECT) . (2) COMPLETE ADDRESS OF THE
 PROJECT. POTTER RD IS NOT AN ADDRESS. SEC.
 61G15-31.003(5)
  
 C)"EACH OF THE DRAWINGS IN THE TRUSS DESIGN PACKAGE FOR
 INDIVIDUAL TRUSSES SHALL INCLUDE A TITLE BLOCK BEARING
 THE PRINTED NAME, ADDRESS, AND LICENSE NUMBER OF THE
 TRUSS DESIGN ENGINEER AND THE DATE OF THE DRAWING" AS
 REQUIRED BY SEC. 61G15-31.003(5)
  
 D) TRUSS PACKAGE TO BE APPROVED BY THE PROFESSIONAL
 STRUCTURAL DESIGNER OF RECORD PRIOR TO SUBMITTAL TO
 THIS OFFICE. SEC. 107.3.4.2 CITY AMENDMENTS.
  
 E) ENGINEER TO SIGN AND SEAL ALL GENERAL DETAILS
 SUBMITTED AS REQUIRED BY CHAPTER 471 F.S. WHEN
 SUBMITTING DOCUMENTS FOR PUBLIC RECORDS.
  
 23- VALUATION DECLARED IN THE PERMIT APPLICATION IS TOO
 LOW. VALUATION TO INCLUDE ALL LABOR, MATERIALS,
 CONTRACTOR'S OVERHEAD AND PROFIT AND ALL DESIGN
 PROFESSIONAL FEES. VALUATION WAS UPDATED TO $575,420.
 THE PERMIT FEE BALANCE IS $9696.88.
  
 ***PLEASE PROVIDE RESPONSE LETTER ADDRESSING EACH
 COMMENT TO EXPEDITE THE REVIEW PROCESS.
 ***PLEASE INSERT ANY REVISED DRAWING AND REMOVE OLD
 DRAWING. DON'T STAPLE OLD DRAWINGS TO THE NEW SET.
 SUBMIT OLD DRAWINGS FOR REVIEW.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 (561)805-6712
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-04-05 Cont ID  
Sent By vperez Date 2016-04-05 Time 07:02 Rev Time 0.00
Received By vperez Date 2016-04-05 Time 07:02 Sent To  
Notes
2016-04-05 07:03:50INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA RES BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011
 COMMENTS:
  
 1. PLEASE PROVIDE UPDATED CODE REFERENCES AS LISTED
 ABOVE. NEC 2008 AS SHOWN NEEDS TO BE REVISED.
 2. SHOW A SMOKE DETECTOR AT THE LANDING AREA OF STAIRS.
 FBC RES 314
 3. GENERAL NOTE TO INDICATED REQUIRED SEPARATE PERMITS
 FOR LOW VOLTAGE SYSTEMS AND POOL.
 4. LABEL MAIN DISCONNECTS 1 OF 3, 2 OF 3 AND 3 OF 3.
 FBC RES E3601
 5. SHOW AN INTERSYSTEM BONDING TERMINAL AT THE SERVICE
 PER FBC RES E3609.3
 6. CLARIFY WHY GROUNDING ELECTRODE CONDUCTORS ARE SHOWN
 AT EACH INDIVIDUAL PANEL BOARDS AND NOT TO COMMON
 ELECTRODE AT THE SERVICE.
 7. PLEASE SHOW THE FEEDER CONDUCTOR SIZES AND EQUIPMENT
 GROUNDING CONDUCTOR REQUIRED WITH THESE FEEDERS. FBC
 107.3.5
 8. PROVIDE A NOTE AT THE ISLAND COUNTERTOP TO COMPLY
 WITH FBC RES E3901.4.4 SEPARATE SPACES. A NOTE WILL
 SUFFICE.
 9. SHOW ON DRAWING THE RECEPTACLE OUTLETS REQUIRED FOR
 WALL SPACE AT LIVING ROOM FOR WALL OVER 2FT . TO COMPLY
 WITH FBC RES- SEC E3901 2.1 AND 2.2
 10. SHOW ON DRAWING THE RECEPTACLE OUTLETS REQUIRED FOR
 WALL SPACE LEFT OF SLIDING GLASS DOOR AREA OF THE
 FAMILY ROOM. TO COMPLY WITH FBC RES- SEC E3901 2.1 AND
 2.2
 11. PROVIDE AIC CALCULATIONS FOR NEW SERVICE SHOWN AND
 LABEL SERVICE EQUIPMENT AND PANEL BOARDS WITH AIC
 RATINGS. FBC 107.3.5
 12. FEEL FREE TO CONTACT ME SHOULD YOU HAVE ANY
 QUESTIONS OR CONCERNS.
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-05-13 Cont ID  
Sent By jgomez Date 2016-05-13 Time 18:13 Rev Time 0.00
Received By jgomez Date 2016-03-31 Time 11:06 Sent To  
Notes
2016-04-01 11:06:22R31
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-05-11 Cont ID  
Sent By jgomez Date 2016-05-11 Time 15:11 Rev Time 0.00
Received By jgomez Date 2016-05-11 Time 15:11 Sent To  
Notes
2016-05-11 15:12:061- PROVIDE COPY OF THE PALM BEACH COUNTY IMPACT FEES
 PAID RECEIPT. COUNTY IMPACT FEE ORDINANCE OF THE
 UNIFIED LAND DEVELOPMENT CODE.
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-04-14 Cont ID  
Sent By jvalido Date 2016-04-14 Time 17:17 Rev Time 0.00
Received By jvalido Date 2016-04-14 Time 16:56 Sent To  
Notes
2016-04-14 17:13:15CITY OF WEST PALM BEACH LOCAL AMENDMENTS TO THE FLORIDA
 BUILDING CODE (FBC) 2010 CHAPTER 1 ADMINISTRATION
  
 107.2.1
 PROVIDE EXHAUST FANS IN EACH BATHROOM. INCLUDE DUCT
 SIZES, LOCATIONS AND CFM QUANTITIES FOR EACH FAN.
  
 PROVIDE ACCURATE CONDENSER TIE DOWN DETAIL FOR LENNOX
 BRAND UNITS. (LENNOX HAS UL APPROVED TIE DOWN
 SPECIFICATIONS AS PER FBC 2014 WIND LOAD REQUIREMENTS)
 CONTACT LENNOX OR AUTHORIZED DISTRIBUTER FOR
 INFORMATION.
  
 PROVIDE INFORMATION ON KITCHEN EXHAUST (IF APPLICABLE).
  
 EXPLAIN ON SHEET 14 OF 18 - 12" SUPPLY FROM BELOW INTO
 ATTIC.
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-04-14 Cont ID  
Sent By gjohnson Date 2016-04-14 Time 11:34 Rev Time 0.00
Received By gjohnson Date 2016-04-14 Time 11:34 Sent To  
Notes
2016-04-14 12:28:57PLUMBING COMMENTS:
  
 1. 1ST FLOOR RISER DIAGRAM THE LAVATORY IN CABANA
 BATHROOM IS NOT VENTED.
 PER FBC RES. SEC.P3101.2.1
  
 2. 1ST FLOOR RISER DIAGRAM, THE POWDEROOM BATH LAVATORY
 AND WATER CLOSET ARE NOT VENTED.
 PER FBC RES. SEC.P3101.2.1
  
 3. 1ST FLOOR RISER DIAGRAM, MASTER BATH LAVATORY IS NOT
 VENTED.
 PER FBC RES. SEC.P3101.2.1
  
 4. 2ND FLOOR RISER DIAGRAM, DOUBLE LAVATORY IN GUEST
 BATH 2 IS NOT VENTED.
 PER FBC RES. SEC.P3101.2.1
  
 5. A CLEAN OUT IS REQUIRED AT THE BASE OF EVERY SOIL
 AND WASTE STACK.
 FBC RES. SEC. P3005.2.6
  
 6. A SEPARATE PERMIT IS REQUIRED FOR THE GAS, POOL, AND
 THE BACKFLOW
  
 7. PLEASE PROVIDE A SITE PLAN SHOWING SEWER AND WATER.
 PER WPB AMEND.TO FBC 107.2.1
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2016-05-13 Cont ID  
Sent By jgomez Date 2016-05-13 Time 18:08 Rev Time 0.00
Received By jgomez Date 2016-05-13 Time 18:08 Sent To  
Notes
2016-05-13 18:12:54ROOFING REVIEW COMMENTS:
  
 1- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY
 FAC 61G20-3.002(33) FOR:
 A) ROOF TILE ADHESIVE (IF SPECIFIED BY THE ARCHITECT OF
 RECORD).
  
 2- ARCHITECT OF RECORD TO APPROVE ABOVE PRODUCT
 APPROVALS. SEC. 107.3.4.1 CITY AMENDMENTS.
  
 APPROVED ROOFING PRODUCT APPROVALS:
 A) BELLA "HIGH S" TILE NOA 14-1120.05.
  
 B) POLYGLASS POLYSTICK UNDERLAYMENT NOA 14-0717.08.
  
Review Stop Z ZONING
Rev No 1 Status F Date 2016-04-15 Cont ID  
Sent By eschneid Date 2016-04-15 Time 17:55 Rev Time 1.00
Received By eschneid Date 2016-04-15 Time 17:55 Sent To  
Notes
2016-04-15 17:56:18PROVIDE RESPONSES IN WRITING.
  
 1) SEPARATE PERMITS, WITH PLANS, ARE REQUIRED FOR THE
 FOLLOWING:
  
 A. LANDSCAPE. PLEASE NOTE THAT THE LANDSCAPE PERMIT
 WILL NEED TO INCLUDE THE CERTIFIED COST ESTIMATE OF THE
 MATERIAL AND INSTALLATION. ADDITIONALLY, THE LANDSCAPE
 PLAN SHALL INCLUDE THE LANDSCAPE DATA TABLES REQUIRED
 BY THE ZONING AND LAND DEVELOPMENT REGULATIONS AND THE
 AMOUNT OF LANDSCAPE AREA INSTALLED IN THE FRONT YARD.
 B. DRIVEWAY. THE PLANS SHALL SHOW THE WIDTHS OF THE
 DRIVEWAY, THE SETBACK DIMENSION FROM THE WESTERN
 PROPERTY LINE AND THE APRON IN THE RIGHT-OF-WAY.
 C. POOL.
 D. FENCES, WALLS AND GATES.
  
 2) IN ACCORDANCE WITH SECTION 94-304(B)3 OF THE ZONING
 AND LAND DEVELOPMENT REGULATIONS, ACCESSORY STRUCTURES
 COVERED WITH A SOLID ROOF SHALL BE LOCATED NO CLOSER
 THAN SIX FEET TO THE PRINCIPAL STRUCTURE. ACCESSORY
 STRUCTURES LESS THAN SIX FEET FROM THE PRIMARY
 STRUCTURE MUST MEET THE PRIMARY STRUCTURE SETBACKS. THE
 PROPOSED ACCESSORY STRUCTURE IS FIVE (5) FEET FROM THE
 PRINCIPAL STRUCTURE AND DOES NOT MEET THE MINIMUM
 REQUIRED 13 FOOT REAR SETBACK.
  
 3) SECTION 94-305(B)(4) ONLY PERMITS MECHANICAL
 EQUIPMENT TO PROJECT A MAXIMUM OF FOUR (4) FEET INTO
 THE SETBACK. THE PRINCIPAL STRUCTURE REAR SETBACK IS 13
 FEET, SO THE EQUIPMENT PAD AND THE A/C PAD MAY NOT BE
 LOCATED ANY CLOSER THAN NINE (9) FEET FROM THE REAR
 SETBACK.
  
 4) THE SURVEY SHOWS A 5.1 FOOT DIMENSION FROM THE HOUSE
 TO THE EAST PROPERTY LINE, YET THE SITE PLAN SHOWS A 5
 FOOT DIMENSION. ALL PLANS SHALL SHOW SAME DIMENSION
 CONDITIONS.
  
 5) THE SURVEY SHOWS A 25.1 FOOT DIMENSION FROM THE
 HOUSE TO THE FRONT PROPERTY LINE, YET THE SITE PLAN
 SHOWS A 25 FOOT DIMENSION. ALL PLANS SHALL SHOW SAME
 DIMENSION CONDITIONS.
  
 6) THE CITY MEASURES BUILDING HEIGHT AS THE VERTICAL
 DISTANCE FROM THE AVERAGE ELEVATION OF THE FINISHED
 GRADE OF THE BUILDING TO THE HIGHEST POINT OF THE TOP
 OF THE STRUCTURE OF A FLAT ROOF, OR TO THE DECK LINE OF
 A MANSARD ROOF, OR TO THE MEAN HEIGHT LEVEL BETWEEN
 EAVES AND RIDGE FOR GABLE, HIP, AND GAMBREL ROOFS.
 PROVIDE THE ELEVATION DIMENSIONS FROM THE POINTS
 SPECIFIED ABOVE.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
  
  
  


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