Plan Review Details - Permit 18090722
Plan Review Stops For Permit 18090722
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2019-03-01 Cont ID  
Sent By jgomez Date 2019-03-01 Time 09:48 Rev Time 0.00
Received By jgomez Date 2019-02-28 Time 18:23 Sent To I
Notes
2019-03-01 10:18:37BUILDING REVIEW APPROVED WITH PROVISO:
 1-REVISE SURVEY: PROPERTY IS LOCATED ON TWO DIFFERENT
 FLOOD ZONES AE AND X500. EVEN THOUGH FLOOD ZONE AE IS
 NOT TOUCHING THE BUILDINGS, THE SURVEYOR STILL NEEDS TO
 IDENTIFY ALL FLOOD ZONES ON THE PROPERTY.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2019-02-08 Cont ID  
Sent By jgomez Date 2019-02-08 Time 11:01 Rev Time 0.00
Received By jgomez Date 2019-02-07 Time 18:44 Sent To  
Notes
2019-02-08 11:02:37RESIDENTIAL (R3) ALTERATION/ADDITION SECOND BUILDING
 REVIEW CHECKLIST.
 CODE: FBC 6TH EDITION (2017) AND CITY AMENDMENTS.
  
 NOTE:
 BUILDING REVIEW MAY BE APPROVED WITH PROVISO. PROVISO
 MEANS CONTRACTOR WILL SUBMIT REQUIRED INFORMATION AFTER
 THE PERMIT IS ISSUED BUT BEFORE INSPECTIONS TO AVOID
 CONFLICTS/DELAYS. REVISION FEES MAY APPLY. CONTRACTOR
 TO ADVICE IF PROVISO OPTION IS PREFERRED AT THIS TIME
 OR IF RE-SUBMITTING REQUIRED INFORMATION BEFORE PERMIT
 ISSUANCE.
  
  
 1- OK
  
 ORIGINAL COMMENT:
 2- PROVIDE DRAINAGE PLAN SHOWING COMPLIANCE WITH THE
 FOLLOWING:
 FBC R 401.3 (DRAINAGE)
 FBC 107.2.5 (SITE PLAN)
 FBC 110.9 (IMPACT OF CONSTRUCTION)
  
 RESPONSE:
 PARTIALLY DONE. NEED TO SHOW DRAINAGE ON THE WEST SIDE
 OF THE ADDITION.
  
 ORIGINAL COMMENT:
 3- SURVEY : FLOOD ZONE INFORMATION SEEMS TO BE
 INCORRECT. ACCORDING TO FEMA MAPS EFFECTIVE 10/05/17
 THE TWO BUILDINGS IN THIS PROPERTY ARE LOCATED IN FLOOD
 ZONE X500 NOT AE. NONE OF THE BUILDINGS (INCLUDING THE
 PROPOSED ADDITION) ARE TOUCHED BY THE FLOOD BOUNDARY
 LINE BETWEEN FLOOD ZONE AE AND ZONE X500. IN ADDITION,
 THE BASE FLOOD ELEVATION IN FLOOD ZONE AE ADJACENT TO
 THIS PROPERTY IS 6 NOT 8. REVISE AS REQUIRED. CLEARLY
 IDENTIFY FLOOD ZONE AREAS IN SURVEY PROVIDED USING THE
 MAPS EFFECTIVE 10/05/17. SEC. 107.2.1 CITY AMENDMENTS.
  
 RESPONSE:
 PARTIALLY DONE. SURVEY WAS REVISED BUT IS NOT SHOWING
 BOTH FLOOD ZONES LOCATED IN THIS PROPERTY.
 ARCHITECTURAL DRAWING SP1 CLEARLY IDENTIFIES BOTH FLOOD
 ZONES. THIS WAY PROPERTY OWNER KNOWS THAT EVEN IF THE
 BUILDINGS ARE NOT CONSIDERED SPECIAL FLOOD HAZARD, THE
 SITE IS NEXT TO AN SPECIAL FLOOD HAZARD ZONE.
  
 4- SHEET S-4:
 A) OK.
  
 B)OK
  
 ORIGINAL COMMENT:
 C) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE
 VENTILATION AND ACCESS AT NEW CRAWL SPACE AS REQUIRED
 BY SEC. R408 FBC-RESIDENTIAL.
  
 RESPONSE:
 PARTIALLY DONE. PLANS DON'T SHOW ACCESS. SEC. R408.4.
  
 D) OK.
  
 5- OK.
  
 6- OK
  
 7- OK.
  
 8- OK.
  
 9- OK.
  
 10- OK
  
 11- OK.
  
 12- OK
  
 B) OK.
  
 C) OK.
  
 D)
  
 13- OK.
  
 14- OK.
  
 15- STEPHEN WATER P.E. CALCULATIONS SUBMITTED:
 A) FLAT ROOF RAS 117 CALCULATIONS FOR FLORIDA PRODUCT
 APPROVAL FL477-R8:
 (1) ENGINEER NEEDS TO REVISE FASTENER SPACING FOR ROOF
 ZONE #3. THE FASTENER SPACING CAN NOT BE LESS THAN
 4"O.C. SEE RAS 117 SEC. 8.1 AND REVISE AS REQUIRED.
  
 (2) NEED ENGINEER'S ORIGINAL SEAL AND SIGNATURE AS
 REQUIRED BY SEC. 471.025 F.S. WHEN SUBMITTING DOCUMENTS
 FOR PUBLIC RECORDS.
 NOTE: THIS IS NOT A DIGITAL SUBMITTAL, COPY OF DIGITAL
 SUBMITTAL IS NOT ACCEPTABLE.
  
 B) ENGINEER CALCULATIONS FOR ROOF TILE UNDERLAYMENT
 FL11602-R7 NEED ENGINEER'S ORIGINAL SEAL AND SIGNATURE
 AS REQUIRED BY SEC. 471.025 F.S. WHEN SUBMITTING
 DOCUMENTS FOR PUBLIC RECORDS.
 NOTE: THIS IS NOT A DIGITAL SUBMITTAL, COPY OF DIGITAL
 SUBMITTAL IS NOT ACCEPTABLE.
  
 16- NEW COMMENT: PROVIDE COMPLETE SHUTTERS INSTALLATION
 SCHEDULE FOR PROPOSED SHUTTERS ON EXISTING ENTRY DOORS.
 SEE CITY SAMPLE. SEC. 107.2.1 CITY AMENDMENTS.,
  
 17- OK
  
 18- OK.
  
 19- OK.
  
 20- OK
  
 21-OK
  
 22- OK.
  
 23- OK.
  
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE/VOID THE
 PREVIOUSLY REVIEWED SHEETS.
 PLEASE DON'T STAPLE OLD DRAWINGS/DOCUMENTS . SUBMIT OLD
 DRAWINGS/DOCUMENTS FOR REFERENCE.
  
  
  
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2018-11-07 Cont ID  
Sent By jgomez Date 2018-11-07 Time 16:59 Rev Time 0.00
Received By jgomez Date 2018-11-06 Time 13:29 Sent To  
Notes
2018-11-07 17:00:13RESIDENTIAL (R3) BUILDING REVIEW COMMENTS
 CODE: FBC 6TH EDITION (2017) AND CITY AMENDMENTS.
  
 1-IMPACT FEES - PAPER SUBMITTALS
  
 PLANS REQUIRE REVIEW BY THE PBC IMPACT FEE OFFICE. CALL
 (561) 233-5025. UPON APPROVAL, YOU MAY CHECK OUT ONE
 PLAN SET AND TAKE TO THAT OFFICE FOR REVIEW. PLEASE
 RETURNED STAMPED AND WITH A COPY OF THE RECEIPT AS
 APPLICABLE. PLEASE PROVIDE THE MUNICIPAL IMPACT FEE
 QUESTIONNAIRE FORM TO THE PBC IMPACT FEE OFFICE. THE
 FORM CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/AD
 MINISTRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF
  
 2- PROVIDE DRAINAGE PLAN SHOWING COMPLIANCE WITH THE
 FOLLOWING:
 FBC R 401.3 (DRAINAGE)
 FBC 107.2.5 (SITE PLAN)
 FBC 110.9 (IMPACT OF CONSTRUCTION)
  
 SEC. R401.3 FBC_RESIDENTIAL:
 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER
 CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT
 DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN
 SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE
 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
 CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE.
 IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM) OF THE
 BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2
 PERCENT AWAY FROM THE BUILDING.
  
 107.2.5 SITE PLAN. THE CONSTRUCTION DOCUMENTS SUBMITTED
 WITH THE APPLICATION FOR PERMIT SHALL BE ACCOMPANIED BY
 A SITE PLAN SHOWING TO SCALE THE SIZE AND LOCATION OF
 NEW CONSTRUCTION AND EXISTING STRUCTURES ON THE SITE,
 DISTANCES FROM LOT LINES, THE ESTABLISHED STREET GRADES
 AND THE PROPOSED FINISHED GRADES, DEPICTING THE
 PROPOSED LOT DRAINAGE AND, AS APPLICABLE, FLOOD HAZARD
 AREAS, FLOODWAYS, AND DESIGN FLOOD ELEVATIONS; AND IT
 SHALL BE DRAWN IN ACCORDANCE WITH AN ACCURATE AND
 INCLUDED ON A BOUNDARY LINE SURVEY. IN THE CASE OF
 DEMOLITION, THE SITE PLAN SHALL SHOW CONSTRUCTION TO BE
 DEMOLISHED AND THE LOCATION AND SIZE OF EXISTING
 STRUCTURES AND CONSTRUCTION THAT ARE TO REMAIN ON THE
 SITE OR PLOT. THE BUILDING OFFICIAL IS AUTHORIZED TO
 WAIVE OR MODIFY THE REQUIREMENT FOR A SITE PLAN WHEN
 THE
 APPLICATION FOR PERMIT IS FOR ALTERATION OR REPAIR OR
 WHEN OTHERWISE WARRANTED.
  
 SEC. 110.9 CITY AMENDMENTS: IMPACT OF CONSTRUCTION. ALL
 CONSTRUCTION ACTIVITY REGULATED BY THIS CODE SHALL BE
 PERFORMED IN A MANNER SO AS NOT TO ADVERSELY IMPACT THE
 CONDITION OF ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS
 PERMITTED TO AFFECT SAID PROPERTY PURSUANT TO A CONSENT
 GRANTED BY THE APPLICABLE PROPERTY OWNER, UNDER TERMS
 OR CONDITIONS AGREEABLE TO THE APPLICABLE PROPERTY
 OWNER. THIS INCLUDES, BUT IS NOT LIMITED TO, THE
 CONTROL OF DUST, NOISE, WATER OR DRAINAGE RUN-OFFS,
 DEBRIS, AND THE STORAGE OF CONSTRUCTION MATERIALS. NEW
 CONSTRUCTION ACTIVITY SHALL NOT ADVERSELY IMPACT LEGAL
 HISTORIC SURFACE WATER DRAINAGE FLOWS SERVING ADJACENT
 PROPERTIES, AND MAY REQUIRE SPECIAL DRAINAGE DESIGN
 COMPLYING WITH ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE DRAINAGE PATTERNS OF THE AFFECTED SITES.
 ACCORDINGLY, DEVELOPERS, CONTRACTORS AND OWNERS OF ALL
 NEW RESIDENTIAL DEVELOPMENT, INCLUDING ADDITIONS,
 POOLS, PATIOS, DRIVEWAYS, DECKS
 OR SIMILAR ITEMS, ON EXISTING PROPERTIES RESULTING IN A
 SIGNIFICANT DECREASE OF PERMEABLE LAND AREA ON ANY
 PARCEL OR HAS ALTERED THE DRAINAGE FLOW ON THE
 DEVELOPED PROPERTY SHALL, AS A PERMIT CONDITION,
 PROVIDE A PROFESSIONALLY PREPARED DRAINAGE PLAN CLEARLY
 INDICATING COMPLIANCE WITH THIS PARAGRAPH. UPON
 COMPLETION OF THE IMPROVEMENT, A CERTIFICATION FROM A
 LICENSED PROFESSIONAL SHALL BE SUBMITTED TO THE
 INSPECTOR IN ORDER TO RECEIVE APPROVAL OF THE FINAL
 INSPECTION.
  
  
 3- SURVEY : FLOOD ZONE INFORMATION SEEMS TO BE
 INCORRECT. ACCORDING TO FEMA MAPS EFFECTIVE 10/05/17
 THE TWO BUILDINGS IN THIS PROPERTY ARE LOCATED IN FLOOD
 ZONE X500 NOT AE. NONE OF THE BUILDINGS (INCLUDING THE
 PROPOSED ADDITION) ARE TOUCHED BY THE FLOOD BOUNDARY
 LINE BETWEEN FLOOD ZONE AE AND ZONE X500. IN ADDITION,
 THE BASE FLOOD ELEVATION IN FLOOD ZONE AE ADJACENT TO
 THIS PROPERTY IS 6 NOT 8. REVISE AS REQUIRED. CLEARLY
 IDENTIFY FLOOD ZONE AREAS IN SURVEY PROVIDED USING THE
 MAPS EFFECTIVE 10/05/17. SEC. 107.2.1 CITY AMENDMENTS.
  
 4- SHEET S-4:
 A) REVISE DESIGN CRITERIA. THE CURRENT CODE IS 2017 NOT
 2014. CHAPTER 553 F. S.
  
 B)FIRST FLOOR JOIST LAYOUT: PROVIDE
 DETAILS/SPECIFICATIONS SHOWING COMPLIANCE WITH SEC.
 R317 FOR PROTECTION OF WOOD AND WOOD BASED PRODUCTS
 AGAINST DECAY.
  
 C) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE
 VENTILATION AND ACCESS AT NEW CRAWL SPACE AS REQUIRED
 BY SEC. R408 FBC-RESIDENTIAL.
  
 D) CLARIFY SPACING OF FLOOR JOISTS. SPACING SHOWN ON
 FIRST FLOOR AND SECOND FLOOR JOIST LAYOUT DOESN'T MATCH
 SPACING SPECIFIED ON WALL SECTIONS. THERE ARE SOME
 DISCREPANCIES. SOME SHOW 16" O.C AND SOME SHOW 1'-0"
 O.C. CLEARLY COORDINATE SPACING SHOWN ON FRAMING PLANS
 WITH SPACING SPECIFIED ON ALL WALL SECTIONS TO AVOID
 CONFLICTS. SEC. R301.1 FBC-RESIDENTIAL.
  
 5- CONCRETE PERIMETER TIE BEAM SHOWN BETWEEN THE NEW 8"
 MASONRY WALL AND EXTERIOR WOOD FRAMED WALL ON ALL WALL
 SECTIONS ON SHEETS S-5 AND S-6 IS NOT CLEAR. PROVIDE
 COMPLETE SPECIFICATIONS FOR THIS BEAM. CLEARLY SPECIFY
 SIZE AND REINFORCEMENT AND PROVIDE SPECIFICATIONS
 SHOWING THE LOAD PATH FROM THE FRAMED WALL TO THE
 FOOTING. THIS BEAM IS NOT CONNECTED TO THE FOUNDATION
 MASONRY WALL. SEC. R601.2 FBC-RESIDENTIAL
  
 6- A) REVISE ROOF SHEATHING NAIL TYPE SPECIFIED ON ALL
 THE WALL SECTIONS. SPECIFY RING SHANK NAILS AS REQUIRED
 BY . SEC. R803.2.3.1 FBC-RESIDENTIAL.
  
 B) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR WALL
 SHEATHING, INCLUDING PLYWOOD THICKNESS AND NAIL TYPE
 AND SPACING SHOWING COMPLIANCE WITH SEC. R602.3
 FBC-RESIDENTIAL.
  
 7- NEED TO SPECIFY MIN. 7/8" STUCCO THICKNESS FOR
 EXTERIOR APPLICATIONS AS REQUIRED BY SEC. R702.2.2 AND
 TABLE R702.1(1) FBC-RESIDENTIAL.
  
 8- NEED TO SPECIFY TWO WATER RESISTIVE BARRIERS WHEN
 STUCCO IS APPLIED TO WOOD AS REQUIRED BY SEC. R703.7.3
 FBC-RESIDENTIAL.
  
 9- SPECIFY ON ALL WALL SECTIONS THE MIN. 6" CLEARANCE
 FOR TERMITE INSPECTION BETWEEN THE EXTERIOR WALL
 COVERING AND FINAL EARTH GRADE AS REQUIRED BY SEC.
 R318.7 FBC-RESIDENTIAL.
  
 10- PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE
 CONSTRUCTION OF THE 5'-6" HIGH WOOD LOUVER PRIVACY
 SCREEN SHOWN ON THE SECOND FLOOR TERRACE. SPECIFY ALL
 FRAMING MEMBERS AND CONNECTORS. SEC. R301.1
 FBC-RESIDENTIAL.
  
 11- SHEET S-1 WAS NOT SIGNED AND SEALED BY THE ENGINEER
 OF RECORD. ENGINEER NEEDS TO SIGN AND SEAL SHEET S-1 S
 REQUIRED BY CHAPTER 471 F.S. WHEN SUBMITTING DOCUMENTS
 FOR PUBLIC RECORDS.
  
 12- SECTION "E" AND "F" ON SHEET S-6:
 A) HOW ARE THE TERRACE FLOOR JOIST SUPPORTED ON THE
 WALL BY THE NEW FAMILY ROOM AREA. SEC. R301.1
 FBC-RESIDENTIAL.
  
 B) SECTION "F" SHOWS A 2X6 BEARING WALL. THERE IS NOT
 WALL IN THIS AREA. CLEARLY SPECIFY BEAMS AND COLUMNS.
 CLARIFY WHY SPECIFYING "(3) 1.75" W. X 9.25" DP. LVL
 BETWEEN FLOOR RAFTERS". THERE IS A PORCH BELOW. SECOND
 FLOOR FRAMING PLAN ON SHEET S-7 IS NOT CLEAR IN THIS
 AREA. IT DOESN'T SPECIFY THE SUPPORTING BEAMS AND
 COLUMNS. ALSO, HOW ARE THE TERRACE FLOOR JOIST
 SUPPORTED ON THE BEAM IN THIS AREA. ALSO, SPECIFY
 CONNECTORS AT THE ENDS OF THE PORCH BEAMS. SEC. 107.2.1
 CITY AMENDMENTS.
  
 C) GUARDRAIL SHOWN ON SECTION "F": CLARIFY WHY 9'-0"
 HIGH? ALSO, SEC. R312.1.3 FBC-RESIDENTIAL REQUIRES
 OPENINGS NOT TO ALLOW A 4" SPHERE TO PASS THRU.
 THEREFORE, THE OPENINGS NEEDS TO BE SMALLER THAN 4".
 REVISE AS REQUIRED.
  
 D)PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE
 CONSTRUCTION OF THE SECOND FLOOR TERRACE. CLEARLY
 SPECIFY FINISH FLOORING, WATERPROOFING AND CEILING
 MATERIALS. WHAT MATERIAL IS 5/8" THK SHEATHING?. SEC.
 107.2.1 CITY AMENDMENTS.
  
 13- WHERE IS WALL DETAIL "G" THAT IS KEYED ON THE
 FRAMING PLANS BY THE NEW PORCH/TERRACE AREA. SEC.
 107.2.1 CITY AMENDMENTS.
  
 14- ROOF FRAMING PLAN ON SHEET S-7: CLEARLY SPECIFY ALL
 CONNECTORS AT THE END OF ALL CONVENTIONAL FRAMED ROOF
 MEMBERS. ROOF JOIST TO RIDGE BEAM, HIP RAFTER, WALL.
 ETC. SEC. R301.1 FBC-RESIDENTIAL.
 15- PROVIDE PRODUCT APPROVAL AS REQUIRED BY FAC
 61G20-3.001 FOR:
 (NOTE: THIS MAY BE SUBMITTED LATER AS A DEFERRED
 SUBMITTAL)
  
 A) WATER PROOFING AT TERRACE. PROVIDE PRODUCT APPROVAL
 THAT IS DESIGNED TO RECEIVE MATERIAL SPECIFIED BY THE
 DESIGNER OF RECORD. NOTE: COORDINATE WITH ITEM #12(D)
 ABOVE.
 AND, CLEARLY MARK WHICH APPROVED ASSEMBLY IS GOING TO
 BE INSTALLED TO VERIFY COMPLIANCE WITH THE DESIGN
 PRESSURES OF SEC. R301.1 FBC-RESIDENTIAL. NOTE: IF THE
 SELECTED ASSEMBLY DOESN'T MEET THE DESIGN PRESSURES FOR
 ALL ROOF ZONES, THEN SIGNED AND SEALED RAS 117
 CALCULATIONS ARE REQUIRED.
  
 B) FLAT ROOF FLORIDA PRODUCT APPROVAL FL477-R8
 SUBMITTED: SELECTED ASSEMBLY W-20 ON PAGE 7 OF 23
 DOESN'T MEET THE DESIGN PRESSURES FOR ALL ROOF ZONES.
 PROVIDE SINGED AND SEALED RAS 117 CALCULATIONS AS
 REQUIRED BY NOTE #9 ON PAGE 2 OF 23 OF PRODUCT APPROVAL
 SUBMITTED. SEC. R301.1 FBC-RESIDENTIAL.
  
 C)WINDOW MULLIONS NOA 17-0630.01 SUBMITTED. CLEARLY
 SPECIFY MULLION SIZE TO BE USED TO VERIFY COMPLIANCE
 WITH THE CALCULATED DESIGN PRESSURES.
  
 D)ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON PLANS
 AND DETAILS. NOTE: PROVIDE ONLY THE FLORIDA PRODUCT
 APPROVAL COVER PAGE AND PAGE SHOWING THE SPECIFIED
 CONNECTOR OR DESIGN PROFESSIONAL TO LIST THE FLORIDA
 PRODUCT APPROVAL NUMBER NEXT TO EACH SPECIFIED
 CONNECTOR.
  
 E) CLARIFY WHY SUBMITTING FLORIDA PRODUCT APPROVAL
 FL20656-R1 FOR SLIDING GLASS DOORS?. PLANS DON'T
 SPECIFY ANY SLIDING GLASS DOORS. SEC. 107.2.1 CITY
 AMENDMENTS.
  
 F) ROOFING UNDERLAYMENT FL11602-R5: THE CLAY IS GOING
 TO BE INSTALLED WITH FOAM-ON TILE ADHESIVE. THE MAXIMUM
 DESIGN PRESSURES SHOWN ON SEC. 5.6.3 OF PRODUCT
 APPROVAL SUBMITTED DON'T MEET THE DESIGN PRESSURES FOR
 ALL ROOF ZONES. PROVIDE COMPLETE INFORMATION FROM
 FRSA/TRI SHOWING HOW THE CLAY TILES ARE GOING TO BE
 INSTALLED TO RESIST THE CALCULATED DESIGN PRESSURES.
 NOTE: ACCORDING TO ENGINEER OF RECORD THIS BUILDING IS
 LOCATED IN EXPOSURE D.
  
 G) PROVIDE PRODUCT APPROVAL FOR INSWING ENTRY DOORS AS
 SHOWN ON PLANS.
  
 16- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING
 (NOT SIGNING AND SEALING) ALL PRODUCT APPROVALS AS
 REQUIRED BY SEC. 107.3.4.1 CITY AMENDMENTS.
  
 17- PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE
 FRAMING OF THE TWO WINDOWS ON BEDROOM #1 THAT ARE GOING
 TO BE SHIFTED AS SPECIFIED ON SHEET A2. NOTE: CLEARLY
 SPECIFY IF WINDOWS ARE GOING TO BE MULLED TOGETHER WITH
 A MULLION OR IF THERE IS IS GOING TO BE A WOOD FRAMED
 COLUMN IN BETWEEN. SPECIFY ALL FRAMING MEMBERS AND
 CONNECTORS. SEC. R301.1 FBC-RESIDENTIAL.
  
 18- SHEET S-2: SPECIFY THE DESIGN PRESSURES FOR WINDOWS
 LOCATED IN THE BAY AREA BY THE NEW MASTER BATHROOM.
 SEC. R301.1 FBC-RESIDENTIAL.
  
 19- SHOW ON PLANS CARBON MONOXIDE ALARMS BY ALL THE
 BEDROOMS AS REQUIRED BY SEC. R315.1 FBC-RESIDENTIAL.
  
 20- SHEET S-8:
 A) SEC. R312.1.3 FBC-RESIDENTIAL REQUIRES OPENINGS NOT
 TO ALLOW A 4" SPHERE TO PASS THRU. THEREFORE, THE
 OPENINGS NEEDS TO BE SMALLER THAN 4". REVISE SECTION
 "H" AND "J" AS REQUIRED.
  
 B) SIZE OF STAIR RISERS IS NOT CLEAR. FLOOR PLANS CALL
 FOR 7-1/2" RISERS WHILE SECTIONS "H" AND "J" CALL FOR
 7-1/8". REVISE AS REQUIRED. SEC. 107.2.1 CITY
 AMENDMENTS.
  
 21- WALL LEGEND SHOWN ON SHEET S-1 AND S-2 DOESN'T
 MATCH HATCHING SHOWN ON PLANS. REVISE AS REQUIRED TO
 MATCHSEC. 107.2.1 CITY AMENDMENTS.
  
 22- THE PROJECT INFORMATION SHOWN ON THE SOIL TEST
 REPORT DOESN'T MATCH PLANS. THIS IS A TWO STORY
 ADDITION NOT ONE STORY. REVISE AS REQUIRED. SEE PLANS
 AND REVISE AS REQUIRED. SEC. 107.2.1 CITY AMENDMENTS.
  
 23-THIS HOUSE IS A CONTRIBUTING HISTORIC HOUSE. ENERGY
 CALCULATIONS ARE NOT REQUIRED. BUT IF YOU WANT THEM TO
 BE PART OF THE CONSTRUCTION DRAWINGS, THEN REVISE THEM
 AS FOLLOWS:
 REVISE ENERGY CALCULATIONS. SEC. R101.5.1.1.2
 FBC-ENERGY CONSERVATION. COORDINATE WITH ARCHITECTURAL
 PLANS TO AVOID CONFLICTS/DELAYS:
 A) PROVIDE COMPLETE INFORMATION ON TOP OF FORM,
 INCLUDING PERMIT OFFICE AND JURISDICTION.
 B) PROVIDE THE NAME OF THE PERSON DOING THE
 CALCULATIONS AS REQUIRED BY SEC. R405.4.2.1 FBC-ENERGY
 CONSERVATION.
 C) THE ENERGY FORM R405-2017 IS REQUIRED TO BE
 CERTIFIED AT THE BOTTOM BY THE OWNER OR OWNER?S LEGALLY
 DESIGNATED AGENT AS REQUIRED BY SEC. R103.1.1.2
 FBC-ENERGY CONSERVATION, 6TH EDITION (2017).
 D) REVISE THE ATTIC VENT RATIO ON PAGE 2 OF 5. THE
 RATIO IS 1/150 NOT 1/300. SEC. R806.2 FBC-RESIDENTIAL.
 OR, PROVIDE COMPLETE DOCUMENTATION SHOWING COMPLIANCE
 WITH THE 1/300 RATIO AS REQUIRED BY THE EXCEPTION ON
 SEC. R806.2.
 E) REVISE DOOR INFORMATION PAGE 3 OF 5. THERE ARE NOT
 INSULATED DOORS. SEE PLANS AND PRODUCT APPROVAL AND
 REVISE AS REQUIRED.
 NOTE: GLAZING IN DOORS NEEDS TO BE INCLUDED IN THE
 WINDOW GLAZING AREA. SEE SEC. R405.5.3 FBC-ENERGY
 CONSERVATION.
 F) REVISE WINDOWS OVERHANG DEPTH AND SEPARATION TO
 MATCH PLANS.
  
 NOTE:
 LABEL FOR WINDOWS AND DOORS SHOWING THE U-FACTOR AND
 SHGC FACTOR IS REQUIRED WHEN THE ENERGY CALCULATIONS
 ARE NOT USING THE DEFAULT FACTOR.
  
  
 ****PLEASE PROVIDE RESPONSE LETTER ADDRESSING EACH
 COMMENT TO HELP EXPEDITE THE REVIEW PROCESS.
 ****PLEASE INSERT ANY REVISED DRAWING AND REMOVE OLD
 DRAWING. SUBMIT OLD DRAWINGS FOR REFERENCE OF ALREADY
 REVIEWED DRAWINGS. DO NOT STAPLE OLD DRAWINGS TO PLANS.
  
  
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2019-02-14 Cont ID  
Sent By jpearson Date 2019-02-14 Time 08:40 Rev Time 0.00
Received By jpearson Date 2019-02-14 Time 07:00 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2018-10-07 Cont ID  
Sent By jpearson Date 2018-10-07 Time 15:23 Rev Time 0.00
Received By jpearson Date 2018-10-07 Time 15:23 Sent To  
Notes
2018-10-07 15:23:27CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. AFCI PROTECTION SHOWN IN NOT CODE COMPLIANT. ALL
 BRANCH CIRCUITS THAT SUPPLY 120-VOLT, SINGLE-PHASE, 15-
 AND 20-AMPERE OUTLETS INSTALLED IN KITCHENS, FAMILY
 ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES,
 DENS, BEDROOMS, SUN-ROOMS, RECREATIONS ROOMS, CLOSETS,
 HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS
 SHALL BE AFCI PROTECTED. THIS INCLUDES LIGHTING AND
 POWER OUTLETS AND RECEPTACLES. SOME AREAS REQUIRE BOTH
 AFCI AND GFCI PROTECTION. PROVIDE CORRECTION. NEC
 210.8, 210.12; FBC RE E3902; FBC EX 607.1.1 OR 801.1,
 801.2, OR 901.2 AS APPLICABLE.
 2. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
 PANEL INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.
 NEC 110.9, 110.10; FBC RE E3606.3
 3. PROVIDE AIC RATING OF SERVICE DISCONNECT AND PANEL.
 NEC 110.3, 110.9; FBC RE E3603.3
 4. PROVIDE COMPLIANCE: A MINIMUM OF 75 PERCENT OF THE
 LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL
 BE HIGH-EFFICACY LAMPS OR A MINIMUM OF 75 PERCENT OF
 THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL
 CONTAIN ONLY HIGH EFFICACY LAMPS. A NOTE WILL SUFFICE.
 FBC EC C405.1, R404.1
 5. PROVIDE GFCI PROTECTION FOR DISHWASHER. NEC
 210.8(D); FBC RE E3902.10
 6. ELECTRICAL PANEL IS SHOWN IN CLOSET. PROVIDE
 CORRECTION. NEC 240.24(D); FBC RE E3705.7
 7. PANEL SCHEDULE DOES NOT SHOW CIRCUIT BREAKER AND
 WIRE SIZE FEEDING THE GARAGE. PROVIDE CORRECTION. WPB
 FBC 107.2.1; NEC 215.2, 310.15(B)(16); FBC RE E3701.2
 8. PROVIDE INTERSYSTEM BONDING TERMINATION POINT AT
 SERVICE. SHOW ON PLAN. NEC 250.94; FBC RE E3609.3
 9. RISER DIAGRAM SHOWS A SINGLE GROUND ROD AS A
 SUPPLEMENTAL GROUNDING ELECTRODE. THIS SUPPLEMENTAL
 GROUNDING ELECTRODE NEEDS TO BE AUGMENTED BY AN
 ADDITIONAL ELECTRODE AT LEAST 6 FEET AWAY OR PROVIDE
 EVIDENCE OF RESISTANCE TO GROUND OF 25 OHMS OR LESS.
 NEC 250.53(A)(2); FBC RE E3608.4
 10. LIGHTING IN MASTER CLOSET APPEARS TO BE STANDARD
 RECESS LIGHTS. PER CODE, LIGHTING WITH OPEN OR
 PARTIALLY ENCLOSED LAMPS AND PENDANT LUMINAIRES OR
 LAMPHOLDERS SHALL NOT BE PERMITTED IN CLOTHES CLOSETS.
 PROVIDE CORRECTION. NEC 410.16; FBC RE E4003.12
 11. PROVIDE CARBON MONOXIDE ALARMS WITHIN 10 FEET OF
 EACH ROOM USED FOR SLEEPING PURPOSES. FBC RE R315.1
 12. PROVIDE SMOKE ALARM ON EACH STORY OF THE DWELLING.
 FBC RE R314.3
 13. THE WALL SPACING REQUIREMENTS FOR KITCHEN COUNTER
 SPACE STATE THAT RECEPTACLE OUTLETS SHALL BE INSTALLED
 SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24
 INCHES MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET
 IN THAT SPACE. THE PLAN PROVIDED DOES NOT MEET THIS
 CODE IN SOME AREAS. PROVIDE CORRECTION. NEC
 210.52(C)(1); FBC RE E3901.4
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE THE PREVIOUSLY
 REVIEWED SHEETS. ONE COPY OF THE PREVIOUSLY REVIEWED
 SHEETS SHOULD REMAIN IN PACKAGE AND BE MARKED OLD
 SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop G GAS REVIEW
Rev No 3 Status P Date 2019-02-26 Cont ID  
Sent By jesmith Date 2019-02-26 Time 13:00 Rev Time 0.00
Received By jesmith Date 2019-02-26 Time 12:59 Sent To  
Notes
2019-02-26 12:59:55APPROVED
 ALL WORK PER CITY CODES SUBJECT TO FIELD INSPECTOR'S
 APPROVAL
 PROVISO
 NOTE: CSST EHD 19 IS ACCEPTABLE FOR UP TO 134,000 BTU
 IN A 60' LONGEST RUN SYSTEM. (PLANS SAY LONGEST RUN IS
 46') EXCEEDING 60' WILL REQUIRE A LARGER DIAMETER CSST.
 FIELD VERIFY INSTALLETION. SEE ROUTING ON PLAN SHEET
 S-1.
  
Review Stop G GAS REVIEW
Rev No 2 Status F Date 2019-02-07 Cont ID  
Sent By jesmith Date 2019-02-07 Time 11:07 Rev Time 0.00
Received By jesmith Date 2019-02-07 Time 11:06 Sent To  
Notes
2019-02-07 11:07:391.USE OF PLASTIC PIPING IN THE BUILDING IS PROHIBITED.
 A. PLASTIC PIPE SHALL BE INSTALLED OUTDOORS UNDERGROUND
 ONLY. PLASTIC PIPE SHALL NOT BE USED WITHIN OR UNDER
 ANY BUILDING OR SLAB PER FBC RES G2415.17.1 AND FBC FG
 404.17.1.
 B. WHERE PLASTIC PIPING IS USED IN ACCORDANCE WITH THE
 CODE, SHOW TRANSITION TO ABOVE GROUND PIPING ANDS
 SPECIFY TYPE OF MATERIAL BEING TRANSITIONED TO PER WPB
 FBC 107.2.1.
 C. CORRECT GAS RISER ISO TO REFLECT THE REQUIRED
 CHANGES AND RECONCILE WITH THE FLOOR PLAN ON PLAN PAGE
 S-1 PER WPB FBC 107.2.1.
 2. SECOND REQUEST; SUBMIT TWO COPIES OF THE
 MANUFACTURER?S SPECIFICATION SHEETS / INSTALLATION
 MANUAL FOR ALL GAS EQUIPMENT TO VERIFY COMPLIANCE WITH
 STANDARDS NFPA 54, NFPA 58, AND FBC-2017 FUEL GAS CODE
 SEC. 402.2, AND 301.3 OR 2017 FBC-RES. SEC. G2404.3.
 GAS APPLIANCES SHALL BE LISTED AND LABELED.
 A. THE INSTALLATION MANUALS FOR ALL GAS APPLIANCES /
 EQUIPMENT SHALL BE ONSITE AT THE TIME OF INSPECTION.
 FGC SEC.305.1, FBC-RES. SEC.G2408.1.
 3. SECOND REQUEST; SUBMIT TWO COPIES OF THE APPLICABLE
 SIZING TABLES USED TO SIZE THE GAS SYSTEM OR PLACE A
 NOTE ON THE PLANS/DRAWINGS SPECIFYING WHICH SIZING
 TABLE(S) FROM THE GAS CODE OR OTHER STANDARD THAT WERE
 USED IN THE DESIGN OF THIS GAS SYSTEM PER WPB FBC
 107.2.1. REFER TO THE 2017 FBC-FUEL GAS SECS. 401.4,
 401.8, 402.3, AND TABLES 402.4 (1) THRU 402.4 (37) OR
 2017 FBC-RES. SEC. G2413.3, G2412.8, G2413.1, G2413.2,
 & G2413.3.
 4. SECOND REQUEST; SUBMIT MANUFACTURER?S SPECIFICATIONS
 AND INSTALLATION INSTRUCTIONS FOR THE PRESSURE
 REGULATORS. REGULATORS INSTALLED ON THE EXTERIOR OF THE
 BUILDING SHALL BE APPROVED FOR OUTDOOR INSTALLATION.
 IDENTIFY ON THE SPECIFICATION SHEETS WHICH MODEL
 REGULATOR IS BEING INSTALLED AND THE ORIFICE SIZE TO
 ENSURE THE REGULATOR CAN ACCOMMODATE THE BTU LOAD
 THROUGH THE REGULATOR.2017 FGC SEC.410.1, 2017 FBC-RES.
 SEC. G2421.1.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-805-6715
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2018-10-16 Cont ID  
Sent By tklarge Date 2018-10-16 Time 15:05 Rev Time 0.00
Received By tklarge Date 2018-10-16 Time 14:53 Sent To  
Notes
2018-10-16 15:05:241) SHOW THE DISTANCE FROM THE POINT OF DELIVERY, (GAS
 METER / MP REGULATOR / LP TANK) TO THE MOST REMOTE
 OUTLET IN THE BUILDING AND / OR SYSTEM PER THE 2017
 FBC-FUEL GAS SEC.402.4.1, 402.4.2, OR 2017 FBC-RES.
 SEC. G 2413.4.1, G2413.4.2.
 2) SUBMIT CALCULATIONS FOR COMBUSTION AIR FOR THE
 KITCHEN RANGE PER THE 2017 FBC-FUEL GAS CODE SEC.304.1,
 OR FBC-RES. SEC.G 2407.1.
 3) INDICATE THE DELIVERY PRESSURE (PSI) OF THE SYSTEM
 ON THE PLAN PER 2017 FBC-FUEL GAS SEC.402.1, 402.4.3
 THRU 402.6 OR 2017 FBC RES. SEC. G2413.2, G2413.4.3.
 4) SUBMIT TWO COPIES OF THE MANUFACTURER?S
 SPECIFICATION SHEETS / INSTALLATION MANUAL FOR ALL GAS
 EQUIPMENT TO VERIFY COMPLIANCE WITH STANDARDS NFPA 54,
 NFPA 58, AND FBC-2017 FUEL GAS CODE SEC. 402.2, AND
 301.3 OR 2017 FBC-RES. SEC. G2404.3. GAS APPLIANCES
 SHALL BE LISTED AND LABELED. THE INSTALLATION MANUALS
 FOR ALL GAS APPLIANCES / EQUIPMENT SHALL BE ONSITE AT
 THE TIME OF INSPECTION. FGC SEC.305.1, FBC-RES.
 SEC.G2408.1.
 5) ) SUBMIT TWO COPIES OF THE APPLICABLE SIZING TABLES
 USED TO SIZE THE GAS SYSTEM OR PLACE A NOTE ON THE
 PLANS/DRAWINGS SPECIFYING WHICH SIZING TABLE(S) FROM
 THE GAS CODE OR OTHER STANDARD THAT WERE USED IN THE
 DESIGN OF THIS GAS SYSTEM. REFER TO THE 2017 FBC-FUEL
 GAS SECS. 401.4, 401.8, 402.3, AND TABLES 402.4 (1)
 THRU 402.4 (37) OR 2017 FBC-RES. SEC. G2413.3, G2412.8,
 G2413.1, G2413.2, & G2413.3.
 6) ) SUBMIT MANUFACTURER?S SPECIFICATIONS AND
 INSTALLATION INSTRUCTIONS FOR THE PRESSURE REGULATORS.
 REGULATORS INSTALLED ON THE EXTERIOR OF THE BUILDING
 SHALL BE APPROVED FOR OUTDOOR INSTALLATION. IDENTIFY ON
 THE SPECIFICATION SHEETS WHICH MODEL REGULATOR IS BEING
 INSTALLED AND THE ORIFICE SIZE TO ENSURE THE REGULATOR
 CAN ACCOMMODATE THE BTU LOAD THROUGH THE REGULATOR.2017
 FGC SEC.410.1, 2017 FBC-RES. SEC. G2421.1.
 7) ARE THE "INSTA HEAT" GAS APPLIANCES TANKLESS WATER
 HEATERS? CLARIFY.
 8) SHOW THE LOCATION OF THE GAS BARBEQUE ON THE PLANS.
  
 NOTE - A COMPLETE AND THOROUGH REVIEW COULD NOT BE DONE
 AT THIS TIME DUE TO THE LACK OF REQUIRED INFORMATION ON
 THE PLANS / DRAWINGS AND ADDITIONAL PLAN REVIEW
 COMMENTS MAY BE GENERATED UPON THE RE-REVIEW OF
 SUBMITTED CORRECTIONS.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
Review Stop HIST HISTORICAL
Rev No 2 Status P Date 2019-02-01 Cont ID  
Sent By fmittner Date 2019-02-01 Time 16:55 Rev Time 0.00
Received By fmittner Date 2019-02-01 Time 16:55 Sent To  
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2018-11-14 Cont ID  
Sent By fmittner Date 2018-11-14 Time 08:40 Rev Time 0.00
Received By fmittner Date 2018-11-14 Time 08:40 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2019-03-01 Cont ID  
Sent By jgomez Date 2019-03-01 Time 10:18 Rev Time 0.00
Received By jgomez Date 2019-02-26 Time 13:01 Sent To I
Notes
2019-02-26 13:02:57RESUB ROUTED TO JGOMEZ
2019-02-22 13:27:34RESUB ROUTED TO JESMITH
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-02-14 Cont ID  
Sent By jgomez Date 2019-02-14 Time 09:09 Rev Time 0.00
Received By jgomez Date 2019-01-25 Time 16:18 Sent To I
Notes
2019-01-28 16:18:54R34
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-12-06 Cont ID  
Sent By cpuell Date 2018-12-06 Time 13:38 Rev Time 0.00
Received By cpuell Date 2018-09-17 Time 13:48 Sent To  
Notes
2018-09-18 13:48:53R41
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2019-02-07 Cont ID  
Sent By jgomez Date 2019-02-07 Time 14:35 Rev Time 0.00
Received By jgomez Date 2019-02-07 Time 14:29 Sent To  
Notes
2019-02-07 14:30:17$236.59 PAID. MU-2018-040533.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2018-11-07 Cont ID  
Sent By jgomez Date 2018-11-07 Time 17:00 Rev Time 0.00
Received By jgomez Date 2018-11-07 Time 16:58 Sent To  
Notes
2018-11-07 17:00:29IMPACT FEES - PAPER SUBMITTALS
  
 PLANS REQUIRE REVIEW BY THE PBC IMPACT FEE OFFICE. CALL
 (561) 233-5025. UPON APPROVAL, YOU MAY CHECK OUT ONE
 PLAN SET AND TAKE TO THAT OFFICE FOR REVIEW. PLEASE
 RETURNED STAMPED AND WITH A COPY OF THE RECEIPT AS
 APPLICABLE. PLEASE PROVIDE THE MUNICIPAL IMPACT FEE
 QUESTIONNAIRE FORM TO THE PBC IMPACT FEE OFFICE. THE
 FORM CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/AD
 MINISTRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2018-10-23 Cont ID  
Sent By cmontell Date 2018-10-23 Time 09:44 Rev Time 0.00
Received By cmontell Date 2018-10-23 Time 09:29 Sent To  
Notes
***NONE***
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status N Date 2019-02-08 Cont ID  
Sent By jgomez Date 2018-11-06 Time 14:37 Rev Time 0.00
Received By jgomez Date 2018-11-06 Time 14:37 Sent To  
Notes
2018-11-06 14:38:52LOT IS PARTIALLY LOCATED IN FLOOD ZONE AE BUT BUILDINGS
 ARE NOT TOUCHED BY THE IMAGINARY LINE.
Review Stop P PLUMBING
Rev No 3 Status P Date 2019-02-26 Cont ID  
Sent By jesmith Date 2019-02-26 Time 13:00 Rev Time 0.00
Received By jesmith Date 2019-02-26 Time 13:00 Sent To  
Notes
2019-02-26 13:00:47APPROVED
 ALL WORK PER CITY CODES SUBJECT TO FIELD INSPECTOR'S
 APPROVAL
Review Stop P PLUMBING
Rev No 2 Status F Date 2019-02-07 Cont ID  
Sent By jesmith Date 2019-02-07 Time 12:48 Rev Time 0.00
Received By jesmith Date 2019-02-07 Time 12:46 Sent To  
Notes
2019-02-07 12:46:53CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC RES = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2017 6TH EDITION
 FBC EX = FLORIDA EXISTING BUILDING CODE 2017 6TH
 EDITION
 FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2017 6TH EDITION
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 2ND REVIEW: DENIED
  
 COMMENTS
 1.SANITARY PLUMBING ISOMETRIC
 A. MASTER BATH;
 1) A VENT IS REQUIRED FOR THE TWO (2) LAVATORIES
 (TAGGED NEW SINK)
 2) PROVIDE A DRAIN FOR THE OUTDOOR SHOWER. COMPLY WITH
 ALL APPLICABLE PROVISIONS OF FBC RES CHAPTERS 30, 31
 AND 32.
 B. LAUNDRY ROOM;
 1) THE LAUNDRY SINK IS S-TRAPPED WHICH IS PROHIBITED
 PER FBC RES P3201.5. PROVIDE A VENT IN ACCORDANCE WITH
 FBC RES P3105.2.
 C. BATHROOM #2;
 1) SHOWER AND WC FIXTURE DRAINS MAY NOT CONNECT
 UPSTREAM OF THE VENT. EACH FIXTURE DRAIN MUST
 INDEPENDENTLY CONNECT TO THE WET VENT PER FBC RES
 P3108.1.
 2) A TRAP IS REQUIRED FOR THE SHOWER PER FBC RES
 P2601.1 AND FBC PL 1002.1.
 3) THE FIXTURE DRAIN FOR THE LAVATORY (TAGGED NEW SINK)
 SHALL RISE VERTICALLY ABOVE THE FLOOR TO A POINT OF
 HORIZONTAL CONNECTION, THEN A VERTICAL CONTINUATION OF
 VENT OR FOR AIR ADMITTANCE VALVE. THE P-TRAP OUTLET
 SHALL CONNECT TO THE POINT OF HORIZONTAL CONNECTION TO
 COMPLY WITH FBC RES P3105.2.
 D. KITCHEN;
 1) THE NEW SINK AT THE WINDOW IS NOT PROPERLY VENTED.
 THE FIXTURE DRAIN FOR THE NEW SINK SHALL RISE
 VERTICALLY ABOVE THE FLOOR TO A POINT OF HORIZONTAL
 CONNECTION, THEN A VERTICAL CONTINUATION OF VENT OR FOR
 AIR ADMITTANCE VALVE. THE P-TRAP OUTLET SHALL CONNECT
 TO THE POINT OF HORIZONTAL CONNECTION TO COMPLY WITH
 FBC RES P3105.2.
 2) THE COMBINED DISCHARGE FROM A DISHWASHER AND A ONE-
 OR TWO-COMPARTMENT SINK, WITH OR WITHOUT A FOOD-WASTE
 DISPOSER, SHALL BE SERVED BY A TRAP OF NOT LESS THAN
 11/2 INCHES (38 MM) IN OUTSIDE DIAMETER. THE DISHWASHER
 DISCHARGE PIPE OR TUBING SHALL RISE TO THE UNDERSIDE OF
 THE COUNTER AND BE FASTENED OR OTHERWISE HELD IN THAT
 POSITION BEFORE CONNECTING TO THE HEAD OF THE
 FOOD-WASTE DISPOSER OR TO A WYE FITTING IN THE SINK
 TAILPIECE ABOVE THE NEW SINK P-TRAP INLET PER FBC RES
 P2717. SHOW DISHWASHER CONNECTION TO VERTICAL LEG OF
 TRAP INLET PER WPB FBC 107.2.1.
 3) THE NEW SINK AT THE ISLAND BAR IS NOT PROPERLY
 VENTED. THE FIXTURE DRAIN FOR THE NEW SINK SHALL RISE
 VERTICALLY ABOVE THE FLOOR TO A POINT OF HORIZONTAL
 CONNECTION, THEN A VERTICAL CONTINUATION FOR AIR
 ADMITTANCE VALVE. THE P-TRAP OUTLET SHALL CONNECT TO
 THE POINT OF HORIZONTAL CONNECTION TO COMPLY WITH FBC
 RES P3105.2.
 E. GENERAL COMMENTS;
 1) THE WATER CLOSETS IN BATHROOM #2 AND THE CABANA BATH
 ARE DRAWN SHOWING INTEGRAL TRAP WHICH IS CONFUSING.
 PLEASE DRAW TO MATCH THE WATER CLOSET IN THE MASTER
 BATH WHICH REFLECTS THE INDUSTRY STANDARD.
 2) ALL LAVATORIES (TAGGED NEW SINK) SHALL BE PROPERLY
 LABELED PER WPB FBC 107.2.1.
 3) VENTS HAVE BEEN SHOWN IN A NUMBER OF LOCATIONS
 RISING VERTICALLY FROM THE INLET OF THE FIXTURE TRAP. I
 HAVE TRIED TO ADDRESS EACH ONE INDIVIDUALLY, HOWEVER,
 PLEASE TAKE CARE TO AVOID THIS AS I MAY NOT HAVE
 ADDRESSED THEM ALL.
  
 END OF COMMENTS
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-805-6715
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2018-10-16 Cont ID  
Sent By tklarge Date 2018-10-16 Time 14:53 Rev Time 0.00
Received By tklarge Date 2018-10-16 Time 12:57 Sent To  
Notes
2018-10-16 14:37:321) SHT. S-9 - 2ND FLOOR SANITARY RISER - THE MAXIMUM
 NUMBER OF FIXTURE UNITS PERMITTED ON A 3 INCH WET VENT
 SHALL COMPLY WITH 2017 FBC-RES. TABLE P3108.3.
 2) THE SINKS ON THE SANITARY RISER ARE NOT VENTED (
 EXCEPT THE FIRST FLOOR ISLAND SINK WITH THE AIR
 ADMITTANCE VALVE). 2017 FBC-RES. SEC. P3101.2.1.
 3) CLEANOUTS ARE REQUIRED IN THE WASHING MACINE STACK
 AND THE STACK FROM THE FIRST FLOOR.
 4) THE WAY THE WATER CLOSETS ARE DRAWN ON THE ISOMETRIC
 IS CONFUSING AND DOES NOT MEET CODE. CLARIFY.
 5) SUBMIT A REVISED CODE COMPLIANT SANITARY RISER.
 THERE ARE JUST TOO MANY CODE VIOLATIONS TO LIST. FBC
 SEC. 107.2.1, 107.3.5.3.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2019-03-01 Cont ID  
Sent By jgomez Date 2019-03-01 Time 09:47 Rev Time 0.00
Received By jgomez Date 2019-03-01 Time 09:46 Sent To  
Notes
2019-03-01 09:47:56APPROVED PRODUCT APPROVALS:
 1- BUILT UP ROOFING FL477-R8
 2- ROOF TILE UNDERLAYMENT FL11602-R7.
 3- ROOF TILE ADHESIVE FL6332-R8
 4-ROOF TILE FL17152-R3
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2019-02-14 Cont ID  
Sent By jgomez Date 2019-02-14 Time 09:05 Rev Time 0.00
Received By jgomez Date 2019-02-14 Time 08:44 Sent To  
Notes
2019-02-14 09:09:1615- STEPHEN WATER P.E. CALCULATIONS SUBMITTED:
 A) FLAT ROOF RAS 117 CALCULATIONS FOR FLORIDA PRODUCT
 APPROVAL FL477-R8:
 (1) ENGINEER NEEDS TO REVISE FASTENER SPACING FOR ROOF
 ZONE #3. THE FASTENER SPACING CAN NOT BE LESS THAN
 4"O.C. SEE RAS 117 SEC. 8.1 AND REVISE AS REQUIRED.
  
 (2) NEED ENGINEER'S ORIGINAL SEAL AND SIGNATURE AS
 REQUIRED BY SEC. 471.025 F.S. WHEN SUBMITTING DOCUMENTS
 FOR PUBLIC RECORDS.
 NOTE: THIS IS NOT A DIGITAL SUBMITTAL, COPY OF DIGITAL
 SUBMITTAL IS NOT ACCEPTABLE.
  
 B) ENGINEER CALCULATIONS FOR ROOF TILE UNDERLAYMENT
 FL11602-R7 NEED ENGINEER'S ORIGINAL SEAL AND SIGNATURE
 AS REQUIRED BY SEC. 471.025 F.S. WHEN SUBMITTING
 DOCUMENTS FOR PUBLIC RECORDS.
 NOTE: THIS IS NOT A DIGITAL SUBMITTAL, COPY OF DIGITAL
 SUBMITTAL IS NOT ACCEPTABLE.
  
  
 APPROVED PRODUCT APPROVALS:
 1- BUILT UP ROOFING FL477-R8
 2- ROOF TILE UNDERLAYMENT FL11602-R7.
 3- ROOF TILE ADHESIVE FL6332-R8
 4-ROOF TILE FL17152-R3
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2018-11-07 Cont ID  
Sent By jgomez Date 2018-11-07 Time 17:02 Rev Time 0.00
Received By jgomez Date 2018-11-07 Time 16:59 Sent To  
Notes
2018-11-07 17:03:431- PROVIDE PRODUCT APPROVAL AS REQUIRED BY FAC
 61G20-3.001 FOR:
 (NOTE: THIS MAY BE SUBMITTED LATER AS A DEFERRED
 SUBMITTAL)
  
 A) WATER PROOFING AT TERRACE. PROVIDE PRODUCT APPROVAL
 THAT IS DESIGNED TO RECEIVE MATERIAL SPECIFIED BY THE
 DESIGNER OF RECORD. NOTE: COORDINATE WITH ITEM #12(D)
 ABOVE.
 AND, CLEARLY MARK WHICH APPROVED ASSEMBLY IS GOING TO
 BE INSTALLED TO VERIFY COMPLIANCE WITH THE DESIGN
 PRESSURES OF SEC. R301.1 FBC-RESIDENTIAL. NOTE: IF THE
 SELECTED ASSEMBLY DOESN'T MEET THE DESIGN PRESSURES FOR
 ALL ROOF ZONES, THEN SIGNED AND SEALED RAS 117
 CALCULATIONS ARE REQUIRED.
  
 B) FLAT ROOF FLORIDA PRODUCT APPROVAL FL477-R8
 SUBMITTED: SELECTED ASSEMBLY W-20 ON PAGE 7 OF 23
 DOESN'T MEET THE DESIGN PRESSURES FOR ALL ROOF ZONES.
 PROVIDE SINGED AND SEALED RAS 117 CALCULATIONS AS
 REQUIRED BY NOTE #9 ON PAGE 2 OF 23 OF PRODUCT APPROVAL
 SUBMITTED. SEC. R301.1 FBC-RESIDENTIAL.
  
 C) ROOFING UNDERLAYMENT FL11602-R5: THE CLAY IS GOING
 TO BE INSTALLED WITH FOAM-ON TILE ADHESIVE. THE MAXIMUM
 DESIGN PRESSURES SHOWN ON SEC. 5.6.3 OF PRODUCT
 APPROVAL SUBMITTED DON'T MEET THE DESIGN PRESSURES FOR
 ALL ROOF ZONES. PROVIDE COMPLETE INFORMATION FROM
 FRSA/TRI SHOWING HOW THE CLAY TILES ARE GOING TO BE
 INSTALLED TO RESIST THE CALCULATED DESIGN PRESSURES.
 NOTE: ACCORDING TO ENGINEER OF RECORD THIS BUILDING IS
 LOCATED IN EXPOSURE D.
  
 2- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING
 (NOT SIGNING AND SEALING) ALL PRODUCT APPROVALS AS
 REQUIRED BY SEC. 107.3.4.1 CITY AMENDMENTS.
  
Review Stop Z ZONING
Rev No 2 Status P Date 2019-02-01 Cont ID  
Sent By fmittner Date 2019-02-01 Time 16:55 Rev Time 0.00
Received By fmittner Date 2019-02-01 Time 16:55 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2018-11-14 Cont ID  
Sent By fmittner Date 2018-11-14 Time 08:40 Rev Time 0.00
Received By fmittner Date 2018-11-14 Time 08:40 Sent To  
Notes
2018-11-14 08:40:37REQUIRES SUBMITTAL OF SEPERATE LANDSCAPE PERMIT.


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