Plan Review Details - Permit 11090193
Plan Review Stops For Permit 11090193
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2011-10-11 Cont ID  
Sent By jgomez Date 2011-10-11 Time 10:37 Rev Time 0.00
Received By jgomez Date 2011-10-11 Time 10:37 Sent To  
Notes
2011-10-11 11:10:17BUILDING REVIEW APPROVED WITH PROVISO:
  
 1- A) SEC. R301.2.1.4.3, THIS BUILDING IS LOCATED ON
 EXPOSURE "C". ENGINEER DESIGN PLANS FOR 140 MPH WITH
 BUILDING EXPOSURE "C". REVISE DESIGN DATA ON SHEET
 S1.02.
 B) REVISE ALL THE DESIGN PRESSURES FOR ALL EXTERIOR
 DOORS AND WINDOWS.
 C) ENGINEER TO SPECIFY ALL THE DESIGN LOADS, INCLUDING
 LIVE AND DEAD LOADS AND THE BALCONY, STAIRS, GUARDRAILS
 AND RAILINGS LOADS. TABLE R301.5
  
 2- PROPERTY IS LOCATED ON FLOOD ZONE A5. THE FOLLOWING
 IS REQUIRED:
 A) ELEVATION CERTIFICATE WILL BE REQUIRED.
 B) PLANS SUBMITTED SHOW THE BUILDING WITH CRAWL SPACES.
 PROVIDE COMPLETE DETAILS/SPECIFICATIONS SHOWING HOW
 COMPLYING WITH THE FEMA REQUIREMENTS WHEN THE BUILDING
 IS LOCATED ON AN SPECIAL FLOOD HAZARD AREA. ALL
 CONSTRUCTION MATERIALS USED BELOW THE BASE FLOOD
 ELEVATION (BFE) MUST BE FLOOD DAMAGE-RESISTANT
 MATERIALS. SEE FEMA TECHNICAL BULLETIN 2 FOR FLOOD
 DAMAGE-RESISTANT REQUIREMENTS.
  
 3- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY
 DCA RULE 9N-3 FOR:
 A) ENTRY DOOR WITH SIZE AND TYPE AS SHOWN ON PLANS.
 B) MISSION BARREL CLAY TILE.
 C) FLAT ROOF ASSEMBLY WITH 2" INSULATION AS SPECIFIED
 BY THE ARCHITECT.
 (***NOTE: PROVIDE MANUFACTURER SPECIFICATIONS FOR 2"
 RIGID INSULATION WITH R-30 VALUE AS SPECIFIED ON PLANS
 AND ENERGY CALCULATIONS).
 D) ALL STRUCTURAL SIMPSON CONNECTORS SPECIFIED ON
 PLANS. PROVIDE ONLY THE PRODUCT APPROVAL COVER PAGE AND
 PAGE SHOWING THE CONNECTOR.
 E) ROOF CLAY TILE ADHESIVE. SEE TILE NOA FOR LISTED
 ADHESIVE (IF USING ADHESIVE FOR TILE ATTACHMENT).
 F) ROUND SOLID DOOR AS SHOWN ON PLANS FOR STORAGE ROOM.
  
 4- DESIGNER OF RECORD TO REVIEW AND APPROVE IN WRITING
 (NOT SIGNING AND SEALING) ALL THE PRODUCT APPROVALS.
 SEC. 106.3.3 CITY AMENDMENTS TO FBC.
  
 5- DESIGNER OF RECORD TO SPECIFY ROOF TILE ATTACHMENT
 AS REQUIRED BY SEC. 106.1.1.2 CITY AMENDMENTS.
 COORDINATE WITH ITEM #3E ABOVE.
  
 6- ALL REVISED PLANS/PRODUCT APPROVALS NEED HISTORIC
 REVIEW STAMP PRIOR TO SUBMITTAL.
  
 7- PROVIDE COMPLETE MANUFACTURER'S SPECIFICATIONS FOR
 ICYNENE INSULATION AS SPECIFIED ON PLANS. AND, SPECS
 SHOWING THICKNESS REQUIRED TO MEET THE R-VALUES
 SPECIFIED BY THE ARCHITECT FOR ROOFS, WALLS AND FLOORS.
 SEC. 106.1.2 CITY AMENDMENTS.
  
 8- A) PROVIDE COMPLETE HANDRAILS AND BALCONY GUARDRAILS
 DETAILS AND SPECIFICATIONS TO COMPLY WITH TABLE R301.5
 AND SEC. R11.5 AND SEC. R312.
 B) COMPLETE INFORMATION ON NEW STAIRS CONSTRUCTION TO
 VERIFY COMPLIANCE WITH THE DESIGN LOADS OF SEC. R301
 AND TABLE TABLE R301.5. ALSO, SPECIFY ALL FASTENERS FOR
 ALL FRAMING MEMBERS.
  
 9- PROVIDE COMPLETE DETAIL/SPECIFICATIONS FOR BALCONY
 ASSEMBLY TO RECEIVE TILE AS SPECIFIED ON PLANS. SEC.
 106.1.2 CITY AMENDMENTS TO FBC.
  
 10- PROVIDE COMPLETE DETAILS/SPECIFICATIONS FOR WOOD
 CRAWL SPACE TO COMPLY WITH SEC. R319 AND SEC. R408.
 NOTE: COORDINATE WITH ITEM #2B ABOVE.
  
 11- REVISE ROOF SHEATHING SPECIFICATIONS ON DETAIL
 5/S1.01. NEED TO USE 8D RING SHANK NAILS AND NAIL
 SPACING IS 4"O.C IN CORNER AREAS. SEE SEC. R803.2.3.1.
  
 12- WOOD FRAME CONSTRUCTIONS REQUIRES 7/8" THICK
 STUCCO. SEE TABLE R702.1(1) AND REVISE SPECIFICATIONS
 ON ALL SECTIONS AS REQUIRED.
  
 13- SPECIFY TWO LAYERS OF VAPOR BARRIER ON WALLS IN ALL
 SECTIONS AND DETAILS AS REQUIRED BY SEC. R703.6.3.
  
 14- REVISE ENERGY CALCULATIONS (COORDINATE WITH
 ARCHITECTURAL PLANS):
 A) PLANS SHOW CRAWL SPACE. ENERGY CALCULATIONS SPECIFY
 SLAB ON GRADE. REVISE AS REQUIRED TO MATCH.
 B) COORDINATE WITH ARCHITECT R VALUE SPECIFIED FOR
 EXTERIOR WALLS.
 C) REVISE TYPE OF FLOOR SHOWN ON PAGE TWO. SEE PLANS
 FOR FLOOR FINISH SPECIFICATIONS.
 D) REVISE ROOF MATERIAL ON PAGE TWO TO MATCH PLANS AND
 PRODUCT APPROVAL SUBMITTED.
 E) COMPLETE ALL THE INFORMATION ON TOP OF FORM
 F) OWNER/AGENT TO SIGN AND DATE FORM ALSO.
  
 15- ARCHITECT'S TITLE BLOCK: PROVIDE THE PRINTED NAME
 OF THE PERSON SEALING THE PLANS AS REQUIRED BY CHAPTER
 481 FLORIDA STATUTE AND SEC. 61G1-16.004 OF FLORIDA
 ADMINISTRATIVE CODE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2011-10-05 Cont ID  
Sent By jgomez Date 2011-10-05 Time 17:04 Rev Time 0.00
Received By jgomez Date 2011-10-05 Time 13:41 Sent To  
Notes
2011-10-05 17:09:49RESIDENTIAL (R3) ADDITION/REMODELING BUILDING REVIEW
 CHECKLIST.
 2007 FLORIDA RESIDENTIAL CODE WITH 2009 REVISIONS.
  
 1- A) ACCORDING TO 2009 REVISIONS SEC. R301.2.1.4.3,
 THIS BUILDING IS LOCATED ON EXPOSURE "C". ENGINEER OF
 RECORD NEED TO DESIGN PLANS FOR 140 MPH WITH BUILDING
 EXPOSURE "C". REVISE DESIGN DATA ON SHEET S1.02.
  
 B) ALSO, NEED TO REVISE ALL THE DESIGN PRESSURES FOR
 ALL EXTERIOR DOORS AND WINDOWS.
  
 C) ENGINEER TO SPECIFY ALL THE DESIGN LOADS, INCLUDING
 LIVE AND DEAD LOADS AND THE BALCONY, STAIRS, GUARDRAILS
 AND RAILINGS LOADS. TABLE R301.5
  
 2- PROPERTY IS LOCATED ON FLOOD ZONE A5. THE FOLLOWING
 IS REQUIRED:
 A) ELEVATION CERTIFICATE WILL BE REQUIRED.
  
 B) PLANS SUBMITTED SHOW THE BUILDING WITH CRAWL SPACES.
 PROVIDE COMPLETE DETAILS/SPECIFICATIONS SHOWING HOW
 COMPLYING WITH THE FEMA REQUIREMENTS WHEN THE BUILDING
 IS LOCATED ON AN SPECIAL FLOOD HAZARD AREA. ALL
 CONSTRUCTION MATERIALS USED BELOW THE BASE FLOOD
 ELEVATION (BFE) MUST BE FLOOD DAMAGE-RESISTANT
 MATERIALS. SEE FEMA TECHNICAL BULLETIN 2 FOR FLOOD
 DAMAGE-RESISTANT REQUIREMENTS.
  
 3- A) MAIN HOUSE POWDER ROOM AND CABANA BATHROOM ON
 FIRST FLOOR NEED TO PROVIDE DOOR THAT ALLOWS MIN. 29"
 CLEAR OPENING AS REQUIRED BY SEC. 806 FBC-EXISTING AND
 SEC. 11-11.1 FBC 2007.
  
 B) WINDOW "J" SHOWN ON THE WINDOW SCHEDULE IS FOR AN
 EGRESS WINDOW. TYPE OF WINDOW SHOWN ON THE INSTALLATION
 SCHEDULE SPECIFIES "FIXED" WINDOW. REVISE AS REQUIRED.
  
 C) GUEST CABANA DOOR "A102" AND 2ND FLOOR APARTMENT
 ENTRY DOOR "A200" NEED TO BE 36". SEC. R311.4.2.
  
 4- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY
 DCA RULE 9N-3 FOR:
 A) ENTRY DOOR WITH SIZE AND TYPE AS SHOWN ON PLANS.
  
 B) ROOF CLAY TILE. NOA SUBMITTED IS FOR SPANISH "S"
 CLAY TILE. ARCHITECT'S PLANS AND HISTORIC REVIEW
 REQUIRE MISSION BARREL CLAY TILE. PROVIDE CORRECT NOA.
  
 C) FLAT ROOF. APPROVED ASSEMBLY W-33 FROM FLORIDA
 PRODUCT APPROVAL FL1654-R8 SUBMITTED IS FOR A
 NON-INSULATED ASSEMBLY. ARCHITECT'S PLANS SPECIFY
 ASSEMBLY WITH 2" INSULATION. PROVIDE CORRECT APPROVED
 ASSEMBLY. COORDINATE WITH ARCHITECT'S PLANS.
 (***NOTE: PROVIDE MANUFACTURER SPECIFICATIONS FOR 2"
 RIGID INSULATION WITH R-30 VALUE AS SPECIFIED ON PLANS
 AND ENERGY CALCULATIONS).
  
 D) ALL STRUCTURAL SIMPSON CONNECTORS SPECIFIED ON
 PLANS. PROVIDE ONLY THE PRODUCT APPROVAL COVER PAGE AND
 PAGE SHOWING THE CONNECTOR.
  
 E) ROOF CLAY TILE ADHESIVE. SEE TILE NOA FOR LISTED
 ADHESIVE (IF USING ADHESIVE FOR TILE ATTACHMENT).
  
 F) ROUND SOLID DOOR AS SHOWN ON PLANS FOR STORAGE ROOM.
  
 5)DESIGNER OF RECORD TO REVIEW AND APPROVE IN WRITING
 (NOT SIGNING AND SEALING) ALL THE PRODUCT APPROVALS.
 SEC. 106.3.3 CITY AMENDMENTS TO FBC.
  
 6- DESIGNER OF RECORD TO SPECIFY ROOF TILE ATTACHMENT
 AS REQUIRED BY SEC. 106.1.1.2 CITY AMENDMENTS.
 COORDINATE WITH ITEM #4E ABOVE.
  
 7) ALL REVISED PLANS/PRODUCT APPROVALS NEED HISTORIC
 REVIEW STAMP PRIOR TO SUBMITTAL.
  
 8- PROVIDE COMPLETE MANUFACTURER'S SPECIFICATIONS FOR
 ICYNENE INSULATION AS SPECIFIED ON PLANS. AND, SPECS
 SHOWING THICKNESS REQUIRED TO MEET THE R-VALUES
 SPECIFIED BY THE ARCHITECT FOR ROOFS, WALLS AND FLOORS.
 SEC. 106.1.2 CITY AMENDMENTS.
  
 9- A) PROVIDE COMPLETE HANDRAILS AND BALCONY GUARDRAILS
 DETAILS AND SPECIFICATIONS TO COMPLY WITH TABLE R301.5
 AND SEC. R11.5 AND SEC. R312.
  
 B) COMPLETE INFORMATION ON NEW STAIRS CONSTRUCTION TO
 VERIFY COMPLIANCE WITH THE DESIGN LOADS OF SEC. R301
 AND TABLE TABLE R301.5. ALSO, SPECIFY ALL FASTENERS FOR
 ALL FRAMING MEMBERS.
 10- PROVIDE COMPLETE DETAIL/SPECIFICATIONS FOR BALCONY
 ASSEMBLY TO RECEIVE TILE AS SPECIFIED ON THE WALL
 SECTIONS PROVIDED BY THE ARCHITECT. SEC. 106.1.2 CITY
 AMENDMENTS TO FBC.
  
 11- PROVIDE COMPLETE DETAILS/SPECIFICATIONS FOR WOOD
 CRAWL SPACE TO COMPLY WITH SEC. R319 AND SEC. R408.
 NOTE: COORDINATE WITH ITEM #2B ABOVE.
  
 12- INFORMATION ON DETAIL 1/S1.01 IS NOT LEGIBLE. STEM
 WALL INFORMATION IS OVERLAPPING WITH THE SOIL TEXTURE
 SHOWN ON THE DETAIL. REVISE AS REQUIRED.
  
 13- REVISE ROOF SHEATHING SPECIFICATIONS ON DETAIL
 5/S1.01. NEED TO USE 8D RING SHANK NAILS AND NAIL
 SPACING IS 6" O.C. AND 4"O.C IN CORNER AREAS. SEE SEC.
 R803.2.3.1 AND REVISE AS REQUIRED.
  
 14- WOOD FRAME CONSTRUCTIONS REQUIRES 7/8" THICK
 STUCCO. SEE TABLE R702.1(1) AND REVISE SPECIFICATIONS
 ON ALL SECTIONS AS REQUIRED.
  
 15- SPECIFY TWO LAYERS OF VAPOR BARRIER ON WALLS IN ALL
 SECTIONS AND DETAILS AS REQUIRED BY SEC. R703.6.3.
  
 16- REVISE ENERGY CALCULATIONS (COORDINATE WITH
 ARCHITECTURAL PLANS):
 A) PLANS SHOW CRAWL SPACE. ENERGY CALCULATIONS SPECIFY
 SLAB ON GRADE. REVISE AS REQUIRED TO MATCH.
  
 B) COORDINATE WITH ARCHITECT R VALUE SPECIFIED FOR
 EXTERIOR WALLS.
  
 C) REVISE TYPE OF FLOOR SHOWN ON PAGE TWO. SEE PLANS
 FOR FLOOR FINISH SPECIFICATIONS.
  
 D) REVISE ROOF MATERIAL ON PAGE TWO TO MATCH PLANS AND
 PRODUCT APPROVAL SUBMITTED.
  
 E) COMPLETE ALL THE INFORMATION ON TOP OF FORM
  
 F) OWNER/AGENT TO SIGN AND DATE FORM ALSO.
  
 17- ARCHITECT'S TITLE BLOCK: PROVIDE THE PRINTED NAME
 OF THE PERSON SEALING THE PLANS AS REQUIRED BY CHAPTER
 481 FLORIDA STATUTE AND SEC. 61G1-16.004 OF FLORIDA
 ADMINISTRATIVE CODE.
  
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561)805-6712
  
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2011-09-26 Cont ID  
Sent By rlecky Date 2011-09-26 Time 14:34 Rev Time 0.00
Received By rlecky Date 2011-09-26 Time 08:47 Sent To  
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2011-09-21 Cont ID  
Sent By jpapa Date 2011-09-21 Time 17:14 Rev Time 0.00
Received By jpapa Date 2011-09-21 Time 17:14 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-07-09 Cont ID  
Sent By shill Date 2014-07-09 Time 10:27 Rev Time 0.00
Received By shill Date 2014-07-09 Time 08:04 Sent To  
Notes
2014-07-09 08:04:37FINISHED CONSTRUCTION ELEVATION CERTIFICATE ROUTED FROM
 FIELD TO SH DESK
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2011-10-11 Cont ID  
Sent By jgomez Date 2011-10-11 Time 10:37 Rev Time 0.00
Received By jgomez Date 2011-09-09 Time 17:32 Sent To  
Notes
2011-09-09 17:32:36R--6
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2011-10-12 Cont ID  
Sent By jgomez Date 2011-10-12 Time 10:09 Rev Time 0.00
Received By jgomez Date 2011-10-12 Time 10:09 Sent To  
Notes
2011-10-12 10:11:42MU-2011-17741 AMOUNT $1323.24.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2011-10-04 Cont ID  
Sent By jgomez Date 2011-10-04 Time 11:12 Rev Time 0.00
Received By jgomez Date 2011-10-04 Time 11:12 Sent To  
Notes
2011-10-04 11:13:55PLEASE BRING PLANS TO PALM BEACH COUNTY (2300 N. JOG
 RD) TO VERIFY IF IMPACT FEES ARE DUE. BRING BACK
 STAMPED PLANS AND COPY OF PAID RECEIPT IF FEES ARE DUE.
 COUNTY IMPACT FEE ORDINANCE OF THE UNIFIED LAND
 DEVELOPMENT CODE.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2011-10-11 Cont ID  
Sent By jgomez Date 2011-10-11 Time 10:36 Rev Time 0.00
Received By jgomez Date 2011-10-11 Time 10:36 Sent To  
Notes
***NONE***
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status F Date 2014-07-09 Cont ID  
Sent By shill Date 2014-07-09 Time 10:09 Rev Time 0.00
Received By shill Date 2014-07-09 Time 08:04 Sent To  
Notes
2014-07-09 08:59:50****CORRECTIONS****
 ****ELEVATION CERTIFICATE PREPARED BY ROBERT A BUGGEE
 DATED 4/23/14****
 ****PROVISO ITEMS NOT ADDRESSED****
  
 SAMANTHA HILL, CFM
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 COMMENTS RE: ELEVATION CERTIFICATE:
  
 1. EFFECTIVE AUGUST 1, 2013 THE ELEVATION CERTIFICATE
 FORM REQUIRED SHOULD HAVE AN EXPIRATION DATE OF JULY
 31, 2015. PLEASE SUBMIT ELEVATION CERTIFICATE ON THE
 CORRECT FORM.
  
 2. THE IMPRESSED SEAL IS ILLEGIBLE. WHEN RESUBMITTING,
 PLEASE PROVIDE A LEGIBLE SEAL. THIS DOCUMENT IS THEN
 SCANNED AND AUDITED BY FEMA.
  
 3. A CRAWLSPACE IS SHOWN. SEE ITEM C2A; THIS SHOULD BE
 THE TOP OF THE BOTTOM FLOOR INCLUDING THE CRAWLSPACE.
 IT APPEARS THAT THE FINISHED FIRST FLOOR ELEVATION WAS
 USED. PLEASE REVISE TO CRAWLSPACE ELEVATION. IF
 CRAWLSPACE ELEVATION IS BELOW 7'6", NOT ENOUGH FLOOD
 VENTS WERE INSTALLED.
  
 4. ITEM C2B SHOULD BE THE TOP OF THE NEXT HIGHER FLOOR,
 WHICH WOULD BE THE FIRST FLOOR ELEVATION.
  
 5. THE CRAWLSPACE SQUARE FOOT AREA IS NOT CONSISTENT
 WITH THE ARCHITECTURAL PLAN. PROPERTY CALCULATIONS ON
 INDEX SHEET OF ARCHITECTURAL DRAWINGS SHOW FIRST FLOOR
 UNDER A/C AS 1827.9 SF, UNCONDITIONED SPACE 573.4.
  
 6. ITEM B1, COMMUNITY NUMBER IS 120229 ONLY (PLEASE
 REMOVE 0020 FROM THIS FIELD).
  
 PROVISO ITEMS NOT ADDRESSED. THIS PERMIT WAS ISSUED
 WITH THE FOLLOWING PROVISOS (SEE BUILDING PLAN REVIEW
 #2), REVISION REQUIRED:
  
 BUILDING REVIEW APPROVED WITH PROVISO:
  
 1- A) SEC. R301.2.1.4.3, THIS BUILDING IS LOCATED ON
 EXPOSURE "C". ENGINEER DESIGN PLANS FOR 140 MPH WITH
 BUILDING EXPOSURE "C". REVISE DESIGN DATA ON SHEET
 S1.02.
 B) REVISE ALL THE DESIGN PRESSURES FOR ALL EXTERIOR
 DOORS AND WINDOWS.
 C) ENGINEER TO SPECIFY ALL THE DESIGN LOADS, INCLUDING
 LIVE AND DEAD LOADS AND THE BALCONY, STAIRS, GUARDRAILS
 AND RAILINGS LOADS. TABLE R301.5
  
 2- PROPERTY IS LOCATED ON FLOOD ZONE A5. THE FOLLOWING
 IS REQUIRED:
 A) ELEVATION CERTIFICATE WILL BE REQUIRED.
 B) PLANS SUBMITTED SHOW THE BUILDING WITH CRAWL SPACES.
 PROVIDE COMPLETE DETAILS/SPECIFICATIONS SHOWING HOW
 COMPLYING WITH THE FEMA REQUIREMENTS WHEN THE BUILDING
 IS LOCATED ON AN SPECIAL FLOOD HAZARD AREA. ALL
 CONSTRUCTION MATERIALS USED BELOW THE BASE FLOOD
 ELEVATION (BFE) MUST BE FLOOD DAMAGE-RESISTANT
 MATERIALS. SEE FEMA TECHNICAL BULLETIN 2 FOR FLOOD
 DAMAGE-RESISTANT REQUIREMENTS.
  
 3- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY
 DCA RULE 9N-3 FOR:
 A) ENTRY DOOR WITH SIZE AND TYPE AS SHOWN ON PLANS.
 B) MISSION BARREL CLAY TILE.
 C) FLAT ROOF ASSEMBLY WITH 2" INSULATION AS SPECIFIED
 BY THE ARCHITECT.
 (***NOTE: PROVIDE MANUFACTURER SPECIFICATIONS FOR 2"
 RIGID INSULATION WITH R-30 VALUE AS SPECIFIED ON PLANS
 AND ENERGY CALCULATIONS).
 D) ALL STRUCTURAL SIMPSON CONNECTORS SPECIFIED ON
 PLANS. PROVIDE ONLY THE PRODUCT APPROVAL COVER PAGE AND
 PAGE SHOWING THE CONNECTOR.
 E) ROOF CLAY TILE ADHESIVE. SEE TILE NOA FOR LISTED
 ADHESIVE (IF USING ADHESIVE FOR TILE ATTACHMENT).
 F) ROUND SOLID DOOR AS SHOWN ON PLANS FOR STORAGE ROOM.
  
 4- DESIGNER OF RECORD TO REVIEW AND APPROVE IN WRITING
 (NOT SIGNING AND SEALING) ALL THE PRODUCT APPROVALS.
 SEC. 106.3.3 CITY AMENDMENTS TO FBC.
  
 5- DESIGNER OF RECORD TO SPECIFY ROOF TILE ATTACHMENT
 AS REQUIRED BY SEC. 106.1.1.2 CITY AMENDMENTS.
 COORDINATE WITH ITEM #3E ABOVE.
  
 6- ALL REVISED PLANS/PRODUCT APPROVALS NEED HISTORIC
 REVIEW STAMP PRIOR TO SUBMITTAL.
  
 7- PROVIDE COMPLETE MANUFACTURER'S SPECIFICATIONS FOR
 ICYNENE INSULATION AS SPECIFIED ON PLANS. AND, SPECS
 SHOWING THICKNESS REQUIRED TO MEET THE R-VALUES
 SPECIFIED BY THE ARCHITECT FOR ROOFS, WALLS AND FLOORS.
 SEC. 106.1.2 CITY AMENDMENTS.
  
 8- A) PROVIDE COMPLETE HANDRAILS AND BALCONY GUARDRAILS
 DETAILS AND SPECIFICATIONS TO COMPLY WITH TABLE R301.5
 AND SEC. R11.5 AND SEC. R312.
 B) COMPLETE INFORMATION ON NEW STAIRS CONSTRUCTION TO
 VERIFY COMPLIANCE WITH THE DESIGN LOADS OF SEC. R301
 AND TABLE TABLE R301.5. ALSO, SPECIFY ALL FASTENERS FOR
 ALL FRAMING MEMBERS.
  
 9- PROVIDE COMPLETE DETAIL/SPECIFICATIONS FOR BALCONY
 ASSEMBLY TO RECEIVE TILE AS SPECIFIED ON PLANS. SEC.
 106.1.2 CITY AMENDMENTS TO FBC.
  
 10- PROVIDE COMPLETE DETAILS/SPECIFICATIONS FOR WOOD
 CRAWL SPACE TO COMPLY WITH SEC. R319 AND SEC. R408.
 NOTE: COORDINATE WITH ITEM #2B ABOVE.
  
 11- REVISE ROOF SHEATHING SPECIFICATIONS ON DETAIL
 5/S1.01. NEED TO USE 8D RING SHANK NAILS AND NAIL
 SPACING IS 4"O.C IN CORNER AREAS. SEE SEC. R803.2.3.1.
  
 12- WOOD FRAME CONSTRUCTIONS REQUIRES 7/8" THICK
 STUCCO. SEE TABLE R702.1(1) AND REVISE SPECIFICATIONS
 ON ALL SECTIONS AS REQUIRED.
  
 13- SPECIFY TWO LAYERS OF VAPOR BARRIER ON WALLS IN ALL
 SECTIONS AND DETAILS AS REQUIRED BY SEC. R703.6.3.
  
 14- REVISE ENERGY CALCULATIONS (COORDINATE WITH
 ARCHITECTURAL PLANS):
 A) PLANS SHOW CRAWL SPACE. ENERGY CALCULATIONS SPECIFY
 SLAB ON GRADE. REVISE AS REQUIRED TO MATCH.
 B) COORDINATE WITH ARCHITECT R VALUE SPECIFIED FOR
 EXTERIOR WALLS.
 C) REVISE TYPE OF FLOOR SHOWN ON PAGE TWO. SEE PLANS
 FOR FLOOR FINISH SPECIFICATIONS.
 D) REVISE ROOF MATERIAL ON PAGE TWO TO MATCH PLANS AND
 PRODUCT APPROVAL SUBMITTED.
 E) COMPLETE ALL THE INFORMATION ON TOP OF FORM
 F) OWNER/AGENT TO SIGN AND DATE FORM ALSO.
  
 15- ARCHITECT'S TITLE BLOCK: PROVIDE THE PRINTED NAME
 OF THE PERSON SEALING THE PLANS AS REQUIRED BY CHAPTER
 481 FLORIDA STATUTE AND SEC. 61G1-16.004 OF FLORIDA
 ADMINISTRATIVE CODE.
  
  
Review Stop P PLUMBING
Rev No 1 Status P Date 2011-10-11 Cont ID  
Sent By jgomez Date 2011-10-11 Time 10:36 Rev Time 0.00
Received By jgomez Date 2011-10-11 Time 10:36 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2011-09-22 Cont ID  
Sent By jpapa Date 2011-09-22 Time 12:12 Rev Time 0.00
Received By jpapa Date 2011-09-22 Time 12:12 Sent To  
Notes
2011-09-22 12:17:50PLEASE NOTE THAT ZONING COMPLIANCE FOR ITEMS SUCH AS
 MECHANICAL EQUIPMENT, SWIMMING POOL, FENCING,
 IRRIGATION AND LANDSCAPING SHALL BE REVIEWED UNDER
 SEPARATE PERMITS. FOR MORE INFORMATION, PLEASE CONTACT
 JILLIAN PAPA, HISTORIC PRESERVATION PLANNER AT
 561-822-1454.


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