Plan Review Details - Permit 21071257
Plan Review Stops For Permit 21071257
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2021-08-02 Cont ID  
Sent By cpuell Date 2021-08-02 Time 09:46 Rev Time 0.00
Received By cpuell Date 2021-08-02 Time 09:46 Sent To  
Notes
2021-08-02 09:47:42264 ALPINE RD IS THE CORRECT ADDRESS
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2021-07-27 Cont ID  
Sent By cpuell Date 2021-07-27 Time 16:06 Rev Time 0.00
Received By cpuell Date 2021-07-27 Time 16:06 Sent To  
Notes
2021-07-27 16:08:17WILL THE PRIMARY ENTRANCE TO THE RESIDENCE BE ON S
 OLIVE AVE OR ALPINE RD? PLEASE CONTACT [email protected]
 OR CALL 561-805-6659.
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2022-03-03 Cont ID  
Sent By jgomez Date 2022-03-03 Time 14:46 Rev Time 0.00
Received By jgomez Date 2022-03-03 Time 14:25 Sent To  
Notes
2022-03-03 14:55:11BUILDING REVIEW APPROVED WITH PROVISO:
 (NOTE: PROVIDE INFORMATION FOR REVIEW PRIOR TO
 INSTALLATION/INSPECTION TO AVOID CONFLICTS/DELAYS.)
 1- PROVIDE PRODUCT APPROVAL FOR METAL ROOF. CLEARLY
 SPECIFY FASTENING METHOD.
 2- ENGINEER OF RECORD TO REVIEW/APPROVE PRODUCT
 APPROVAL BEFORE SUBMITTAL.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2022-02-28 Cont ID  
Sent By jgomez Date 2022-02-28 Time 18:13 Rev Time 0.00
Received By jgomez Date 2022-02-28 Time 16:31 Sent To  
Notes
2022-02-28 18:14:15NEW SINGLE FAMILY RESIDENCE (R3) THIRD BUILDING REVIEW
 COMMENTS
 CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS.
 PERMIT #21071257
  
 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
 2- OK
 3- OK
 4- OK.
 5- OK.
 6- OK.
 7- OK.
 8- OK.
 9- OK.
 10- OK.
  
 11-PROVIDE PRODUCT APPROVAL AS REQUIRED BY FAC
 61G20-3.001 FOR
 (NOTE: THIS MAY BE SUBMITTED LATER AS A DEFERRED
 SUBMITTAL. PROVIDE COMPLETE INFORMATION FOR REVIEW
 PRIOR TO INSTALLATION TO AVOID CONFLICTS/DELAYS. ALL
 PRODUCT APPROVALS NEED TO BE APPROVED IN WRITING BY
 DESIGNER OF RECORD PRIOR TO SUBMITTAL):
  
 ORIGINAL COMMENT:
 A)ENTRY DOOR OK W/ REVISED DESIGN PRESSURES.
 B)SLIDING GLASS DOORS. OK.
 C)SINGLE HUNG WINDOWS. OK.
  
 ORIGINAL COMMENT:
 D)METAL ROOF. AND, CLEARLY SPECIFY FASTENING METHOD.
  
 RESPONSE:
 RESPONSE LETTER (NOT BY THE ENGINEER OF RECORD) IS
 INCORRECT. TABLES ON PRODUCT APPROVAL ARE BASED ON THE
 DESIGN WIND SPEED FOR THE PROJECT LOCATION. THE DESIGN
 WIND SPEED FOR THIS PROJECT IS 170 MPH ULTIMATE. THESE
 ARE THE PARAMETERS TO USE THESE TABLES NOT THE NOMINAL
 WIND SPEED OF 132 MPH. THEREFORE, THE ORIGINAL COMMENT
 APPLIES. SEE BELOW.
  
 ACCORDING TO PRODUCT APPROVAL FL27985.06 THE FASTENING
 METHOD IS NOT RATED (NR) FOR ROOF ZONES 2 AND 3. A
 DESIGN PROFESSIONAL IS REQUIRED TO PROVIDE CALCULATIONS
 FOR FASTENING AT THESE ROOF ZONES. SEE FASTENING TABLES
 ON PAGE 3 OF METAL ROOFING INSTALLATION INSTRUCTIONS.
 PROVIDE SIGNED AND SEALED CALCULATIONS OR PROVIDE
 ANOTHER PRODUCT APPROVAL THAT MEETS THE DESIGN
 PRESSURES FOR ALL ROOF ZONES.
  
 E)WINDOW MULLIONS. OK.
 F)ROOFING UNDERLAYMENT OK.
 G)ALUMINUM SOFFIT OK.
  
 12- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING
 (NOT SIGNING AND SEALING) REVISED METAL ROOF PRODUCT
 APPROVALS AS REQUIRED BY SEC. 107.3.4.1 CITY
 AMENDMENTS.
  
 WHEN RESUBMITTING, 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.
  
 PLEASE FEEL FREE TO CONTACT ME IF YOU HAVE ANY
 QUESTIONS REGARDING THESE COMMENTS,
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2022-01-06 Cont ID  
Sent By jgomez Date 2022-01-06 Time 10:11 Rev Time 0.00
Received By jgomez Date 2022-01-06 Time 09:04 Sent To  
Notes
2022-01-06 10:12:23NEW SINGLE FAMILY RESIDENCE (R3) SECOND BUILDING REVIEW
 COMMENTS
 CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS.
 PERMIT #21071257
  
 1- OK
 2- OK
 3- OK
  
 ORIGINAL COMMENT:
 4- SOIL TEST REPORT SUBMITTED: GEOTECHNICAL ENGINEER
 RECOMMENDS THE BOTTOM OF THE FOUNDATION TO BE A MINIMUM
 OF 18 INCHES BELOW THE LOWEST ADJACENT GRADE TO ASSURE
 A SAFETY FACTOR AGAINST BEARING CAPACITY FAILURE. SEE
 PAGE 4 OF SOIL TEST REPORT. ENGINEER OF RECORD TO
 REVIEW SOIL TEST REPORT AND ACKNOWLEDGE IF GEOTECHNICAL
 ENGINEER RECOMMENDATIONS WILL BE REQUIRED FOR THIS
 PROJECT OR NOT. REVISE PLANS AS REQUIRED.
 SEC. 107.2.1.2 CITY AMENDMENTS.
  
 RESPONSE:
 ENGINEER OF RECORD IS THE ONE WHO NEEDS TO ACKNOWLEDGE
 IN WRITING (SIGNING AND SEALING) AND SPECIFYING WHY HE
 IS NOT FOLLOWING THE SOIL TEST REPORT RECOMMENDATIONS.
  
 ORIGINAL COMMENT:
 5- TYPICAL EXTERIOR WALL SECTION ON SHEET 9 OF 12.
 CLEARLY SPECIFY SIZE AND SPACING OF ATTIC VENT.
 SEC. R806 FBC-RESIDENTIAL.
  
 RESPONSE:
 ATTIC VENT IS NOT CLEAR. REVISED AND RENAMED SHEET 010
 A301 SHOWS TYPICAL EXTERIOR WALL SECTION 1/A301 AND
 SOFFIT DETAIL 5/A301 WITH DIFFERENT SPECIFICATIONS. ONE
 SHOWS A WOOD SOFFIT AND THE OTHER ONE SHOWS AN ALUMINUM
 SOFFIT. REVISE AS REQUIRED TO MATCH. SEC. 107.2.1 CITY
 AMENDMENTS.
 ALSO, DETAIL 1/A301 SPECIFIES ALUMINUM SOFFIT. ENGINEER
 OF RECORD TO SPECIFY SIZE OF VENT TO BE INSTALLED TO
 VERIFY COMPLIANCE WITH THE DESIGN PRESSURES OF SEC.
 R301.2.1 FBC-RESIDENTIAL. NOTE: SEE PRODUCT APPROVAL
 FOR SIZES AND DESIGN PRESSURES.
  
 ORIGINAL COMMENT:
 6- PROVIDE COMPLETE DETAILS/SPECIFICATIONS FOR THE
 SOFFIT CONSTRUCTION SHOWING COMPLIANCE WITH SEC.
 R703.1.2.1 FBC-RESIDENTIAL.
  
 RESPONSE:
 COORDINATE WITH ITEM #5 ABOVE.
  
 7- ROOF SHEATHING NAILING SCHEDULE ON SHEET 10 OF 12:
 A)OK
 B)OK
  
 ORIGINAL COMMENT:
 C)REVISE ROOF SHEATHING FASTENING SPECIFICATIONS BASED
 ON REVISED DESIGN PRESSURES ON ITEM #7(B) ABOVE. SEC.
 301.2.1 FBC-RESIDENTIAL.
  
 RESPONSE:
 REVISE ROOF SHEATHING NAILING SPACING. ROOF SHEATHING
 NEEDS TO BE NAILED AT 4 INCHES O.C. IN THE FIELD AND
 EDGES AS REQUIRED BY SEC. R803.2.3.1 AND TABLE
 R803.2.3.1 FBC-RESIDENTIAL.
 NOTE: REVISE ROOF SHEATHING SPECIFICATIONS OR ENGINEER
 OF RECORD TO PROVIDE CALCULATIONS SHOWING THAT PROPOSED
 NAILING IS EQUAL OR BETTER THAN THE MIN. SPACING
 REQUIRED BY THE REFERENCED CODE SECTION. SEC. 107.2.1.2
 CITY AMENDMENTS.
  
 D)OK.
 E)OK.
  
 8-STAIR DETAILS ON SHEET 10 OF 12:
  
 ORIGINAL COMMENT:
 A)TREAD DIMENSION CAN NOT BE LESS THAN 10". SEE SEC.
 R311.7.5.2 FBC-RESIDENTIAL AND REVISE AS REQUIRED.
 NOTE: REVISE FLOOR PLANS ACCORDINGLY.
  
 RESPONSE:
 REVISED DRAWING 1/G501 SHOWN ON NEW RENAMED SHEET 011
 G501 STILL SHOWS 9" TREAD. ENGINEER OF RECORD TO REVISE
 DETAIL. TREADS ARE MEASURED FROM TIP TO TIP OF NOSING.
 SEE SEC. R311.7.5.2 FBC-RESIDENTIAL FOR PROPER WAY OF
 MEASURING THE TREAD. "THE TREAD DEPTH SHALL BE MEASURED
 HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE
 FOREMOST PROJECTION OF ADJACENT TREADS".
  
 B)OK.
  
 C)NEW COMMENT BASED ON REVISED SHEET 011 G501
 SUBMITTED: THERE IS A DIMENSION NOTE SPECIFYING "4-1/2"
 KNEE WALL W/ TREADS & RISERS BEYOND". THE DIMENSION
 GOES FROM THE EDGE OF THE STAIR NOSING TO THE TOP OF
 THE BOTTOM RAIL OF THE GUARDRAIL. WHAT IS THIS FOR?.
 REVISE AS REQUIRED. SEE NOTE BELOW. SEC. 107.2.1 CITY
 AMENDMENTS.
 NOTE: CODE REQUIRES THE TRIANGULAR OPENING AT THE OPEN
 SIDE OF A STAIR, FORMED BY THE RISER, TREAD AND BOTTOM
 RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6
 INCHES IN DIAMETER. SEE EXCEPTION #1 OF SEC. R312.1.3
 FBC-RESIDENTIAL.
  
 9- OK.
 10- OK.
  
 11-PROVIDE PRODUCT APPROVAL AS REQUIRED BY FAC
 61G20-3.001 FOR
 (NOTE: THIS MAY BE SUBMITTED LATER AS A DEFERRED
 SUBMITTAL. PROVIDE COMPLETE INFORMATION FOR REVIEW
 PRIOR TO INSTALLATION TO AVOID CONFLICTS/DELAYS. ALL
 PRODUCT APPROVALS NEED TO BE APPROVED IN WRITING BY
 DESIGNER OF RECORD PRIOR TO SUBMITTAL):
  
 ORIGINAL COMMENT:
 A)ENTRY DOOR WITH SIDELITES THAT MEETS THE DESIGN
 PRESSURES CALCULATED BY THE ENGINEER OF RECORD. AND
 PROVIDE COMPLETE PRODUCT APPROVAL, INCLUDING THE
 FLORIDA PRODUCT APPROVAL COVER PAGE.
 RESPONSE:
 THE DESIGN PRESSURES OF PRODUCT APPROVAL FL17184-R8
 SUBMITTED DON'T MEET THE DESIGN PRESSURES CALCULATED BY
 THE ENGINEER OF RECORD. NEED ANOTHER PRODUCT APPROVAL.
  
 B)SLIDING GLASS DOORS. OK.
 C)SINGLE HUNG WINDOWS. OK.
  
 ORIGINAL COMMENT:
 D)METAL ROOF. AND, CLEARLY SPECIFY FASTENING METHOD.
 RESPONSE:
 ACCORDING TO PRODUCT APPROVAL FL27985.06 THE FASTENING
 METHOD IS NOT RATED (NR) FOR ROOF ZONES 2 AND 3. A
 DESIGN PROFESSIONAL IS REQUIRED TO PROVIDE CALCULATIONS
 FOR FASTENING AT THESE ROOF ZONES. SEE FASTENING TABLES
 ON PAGE 3 OF METAL ROOFING INSTALLATION INSTRUCTIONS.
 PROVIDE SIGNED AND SEALED CALCULATIONS OR PROVIDE
 ANOTHER PRODUCT APPROVAL THAT MEETS THE DESIGN
 PRESSURES FOR ALL ROOF ZONES.
  
 E)WINDOW MULLIONS. OK.
  
 ORIGINAL COMMENT:
 F)ROOFING UNDERLAYMENT SPECIFIED ON PLANS FOR METAL
 ROOFING.
 RESPONSE:
 PRODUCT APPROVAL SUBMITTED DOESN'T MATCH ENGINEER OF
 RECORD SPECIFICATIONS ON DETAIL 1/A301.
  
 ORIGINAL COMMENT:
 G)ALUMINUM SOFFIT AND ROOF VENTS SPECIFIED ON PLANS.
 RESPONSE:
 ENGINEER OF RECORD TO SPECIFY SIZE OF VENT TO BE
 INSTALLED TO VERIFY COMPLIANCE WITH THE DESIGN
 PRESSURES OF SEC. R301.2.1 FBC-RESIDENTIAL. NOTE: SEE
 PRODUCT APPROVAL FOR SIZES AND DESIGN PRESSURES.
  
 12- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING
 (NOT SIGNING AND SEALING) ABOVE PRODUCT APPROVALS AS
 REQUIRED BY SEC. 107.3.4.1 CITY AMENDMENTS.
  
 WHEN RESUBMITTING, 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.
  
 PLEASE FEEL FREE TO CONTACT ME IF YOU HAVE ANY
 QUESTIONS REGARDING THESE COMMENTS,
 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 2021-08-24 Cont ID  
Sent By jgomez Date 2021-08-24 Time 13:43 Rev Time 0.00
Received By jgomez Date 2021-08-24 Time 10:55 Sent To  
Notes
2021-08-24 13:46:11NEW SINGLE FAMILY RESIDENCE (R3) BUILDING REVIEW
 COMMENTS
 CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS.
 PERMIT #21071257
  
 1- LOT DRAINAGE
 PROVIDE DRAINAGE PLAN SHOWING COMPLIANCE WITH THE
 FOLLOWING:
 R401.3 FBC-RESIDENTIAL.
 SEC. 107.2.5 CITY AMENDMENTS.
 SEC. 110.9 CITY AMENDMENTS.
  
 2- CLEARLY SPECIFY SIZE OF BEDROOM EGRESS WINDOWS
 (WIDTH AND HEIGHT) TO VERIFY COMPLIANCE WITH SEC.
 R310.2.1 FBC-RESIDENTIAL, SPECIALLY FOR SECOND FLOOR
 EGRESS WINDOWS. PLANS ONLY SPECIFY 25SH EGRESS BUT NO
 SIZE.
  
 3- WIND INFORMATION ON SHEET 2 OF 12:
 A)MEAN ROOF HEIGHT IS INCORRECT. SEE PLANS AND REVISE.
 SEC. 107.2.1 CITY AMENDMENTS.
 B)SPECIFY THE SECOND FLOOR TRUSSES LIVE LOAD AS
 REQUIRED BY TABLE R301.5 FBC-RESIDENTIAL. SPECIFY DEAD
 LOADS ALSO.
 C)SPECIFY ROOF TRUSSES DEAD AND LIVE LOADS. CLEARLY
 SPECIFY TOP AND BOTTOM LOADS. INCLUDING THE ATTIC LIVE
 LOAD AS REQUIRED BY TABLE R301.5 FBC-RESIDENTIAL.
  
 4- SOIL TEST REPORT SUBMITTED: GEOTECHNICAL ENGINEER
 RECOMMENDS THE BOTTOM OF THE FOUNDATION TO BE A MINIMUM
 OF 18 INCHES BELOW THE LOWEST ADJACENT GRADE TO ASSURE
 A SAFETY FACTOR AGAINST BEARING CAPACITY FAILURE. SEE
 PAGE 4 OF SOIL TEST REPORT. ENGINEER OF RECORD TO
 REVIEW SOIL TEST REPORT AND ACKNOWLEDGE IF GEOTECHNICAL
 ENGINEER RECOMMENDATIONS WILL BE REQUIRED FOR THIS
 PROJECT OR NOT. REVISE PLANS AS REQUIRED.
 SEC. 107.2.1.2 CITY AMENDMENTS.
  
 5- TYPICAL EXTERIOR WALL SECTION ON SHEET 9 OF 12.
 CLEARLY SPECIFY SIZE AND SPACING OF ATTIC VENT.
 SEC. R806 FBC-RESIDENTIAL.
  
 6- PROVIDE COMPLETE DETAILS/SPECIFICATIONS FOR THE
 SOFFIT CONSTRUCTION SHOWING COMPLIANCE WITH SEC.
 R703.1.2.1 FBC-RESIDENTIAL.
  
 7- ROOF SHEATHING NAILING SCHEDULE ON SHEET 10 OF 12:
 A)CLARIFY WHY THE DESIGN PRESSURES FOR ZONE 2E AND 3E
 ARE LOWER THAN THAN THE DESIGN PRESSURES FOR ZONE 2R?
 SEC. 301.2.1 FBC-RESIDENTIAL.
  
 B)ACCORDING TO TABLE R301.2(2) FBC-RESIDENTIAL THE
 DESIGN PRESSURES FOR ZONES 2E, 2R AND 3 ARE THE SAME.
 CLARIFY WHY SHOWING DIFFERENT DESIGN PRESSURES FOR
 THESE ZONES.
  
 C)REVISE ROOF SHEATHING FASTENING SPECIFICATIONS BASED
 ON REVISED DESIGN PRESSURES ON ITEM #7(B) ABOVE. SEC.
 301.2.1 FBC-RESIDENTIAL.
  
 D)ACCORDING TO FIGURE R301.2(7) FBC-RESIDENTIAL, THERE
 IS NOT ZONE #3E ON HIP ROOFS. REVISE AS REQUIRED.
  
 E)REVISE EDGE DIMENSION. ACCORDING TO FIGURE R301.2(7)
 FBC-RESIDENTIAL, THE MIN. EDGE DIMENSION "A" IS 4'-0"
 NOT 3'-0". SEE FOOTNOTE "A" ON FIGURE R301.2(7) AND
 REVISE AS REQUIRED.
  
 8-STAIR DETAILS ON SHEET 10 OF 12:
 A)TREAD DIMENSION CAN NOT BE LESS THAN 10". SEE SEC.
 R311.7.5.2 FBC-RESIDENTIAL AND REVISE AS REQUIRED.
 NOTE: REVISE FLOOR PLANS ACCORDINGLY.
  
 B)RISER HEIGHT IS NOT CLEAR. STAIR DETAIL SAYS 7-3/4"
 RISER TYP. , WHILE NOTE ADJACENT TO THE STAIR DETAIL
 SAYS STAIR RISER=7.65. REVISE AS REQUIRED TO MATCH.
 ALSO, NUMBER OF RISER SPECIFIED NEXT TO THE STAIR
 DETAIL (18) DOESN'T MATCH NUMBER OF RISERS SHOWN ON
 FLOOR PLANS. REVISE AS REQUIRED TO MATCH. SEC. 107.2.1
 CITY AMENDMENTS.
  
 9-DOOR/WINDOW BUCK DETAIL ON SHEET 10 OF 12 SPECIFIES
 2"X4" BUCK FOR DOORS. REVISE THE SIZE OF THE STRUCTURAL
 BUCK. STRUCTURAL BUCK NEEDS TO PROVIDE FULL SUPPORT TO
 THE DOOR FRAME AND NEED TO EXTEND BEYOND THE INTERIOR
 FACE OF THE WINDOW OR DOOR FRAME AS REQUIRED BY SEC.
 R609.7.2.1 FBC-RESIDENTIAL. 2X4 BUCK IS SMALLER THAN
 THE DOOR FRAME. REVISE AS REQUIRED.
 NOTE: BEVELED BUCKS ARE NOT ALLOWED EITHER.
  
 10- ENERGY CALCULATIONS:
 A)PROVIDE COMPLETE INFORMATION ON TOP OF FORM,
 INCLUDING OWNER'S AND BUILDER'S NAME. SEC. R101.5.1.1.2
 FBC-ENERGY CONSERVATION.
  
 B)PROVIDE CORRECT INFORMATION FOR ITEM #2. THE QUESTION
 ON THIS ITEM IS SINGLE FAMILY OR MULTIPLE FAMILY?.
 "DETACHED IS NOT THE ANSWER. REVISE AS REQUIRED.
 SEC. R101.5.1.1.2 FBC-ENERGY CONSERVATION.
  
 C)ROOF TYPE SPECIFIED ON PAGE 2 OF 5 IS INCORRECT.
 THERE IS NOT GABLE OR SHED ROOF. SEE PLANS AND REVISE
 AS REQUIRED. SEC. R101.5.1.1.2 FBC-ENERGY CONSERVATION.
  
 D)REVISE THE ATTIC VENT RATIO ON PAGE 2 OF 5.
 TYPICALLY, THE RATIO IS 1/150 NOT 1/300. SEC. R806.2
 FBC-RESIDENTIAL. SEE PLANS AND REVISE AS REQUIRED.
  
 E)REVISE DOOR INFORMATION PAGE 3 OF 5. ONLY THE SIDE
 DOOR IS INSULATED. SEE PLANS AND PRODUCT APPROVAL AND
 REVISE AS REQUIRED. SEC. R101.5.1.1.2 FBC-ENERGY
 CONSERVATION.
 NOTE: GLAZING IN ENTRY DOOR NEEDS TO BE INCLUDED IN THE
 WINDOW GLAZING AREA. SEE SEC. R405.5.3 FBC-ENERGY
 CONSERVATION)
  
 F) BUILDER TO SIGN AND COMPLETE THE ENERGY PERFORMANCE
 LEVEL (EPL) DISPLAY CARD. SEC. R405.4.3 FBC- ENERGY
 CONSERVATION.
  
 11-PROVIDE PRODUCT APPROVAL AS REQUIRED BY FAC
 61G20-3.001 FOR
 (NOTE: THIS MAY BE SUBMITTED LATER AS A DEFERRED
 SUBMITTAL. PROVIDE COMPLETE INFORMATION FOR REVIEW
 PRIOR TO INSTALLATION TO AVOID CONFLICTS/DELAYS. ALL
 PRODUCT APPROVALS NEED TO BE APPROVED IN WRITING BY
 DESIGNER OF RECORD PRIOR TO SUBMITTAL):
  
 A)ENTRY DOOR WITH SIDELITES THAT MEETS THE DESIGN
 PRESSURES CALCULATED BY THE ENGINEER OF RECORD. AND
 PROVIDE COMPLETE PRODUCT APPROVAL, INCLUDING THE
 FLORIDA PRODUCT APPROVAL COVER PAGE.
  
 B)SLIDING GLASS DOORS. PROVIDE COMPLETE PRODUCT
 APPROVAL, INCLUDING THE FLORIDA PRODUCT APPROVAL COVER
 PAGE.
  
 C) SINGLE HUNG WINDOWS. PROVIDE COMPLETE PRODUCT
 APPROVAL, INCLUDING THE FLORIDA PRODUCT APPROVAL COVER
 PAGE.
  
 D)METAL ROOF. AND, CLEARLY SPECIFY FASTENING METHOD.
  
 E)WINDOW MULLIONS (NOTE: NEED TO SPECIFY MULLION SIZE
 TO AVOID DELAYS/CONFLICTS).
  
 F)ROOFING UNDERLAYMENT SPECIFIED ON PLANS FOR METAL
 ROOFING.
  
 G)ALUMINUM SOFFIT AND ROOF VENTS SPECIFIED ON PLANS.
  
 H)HURRICANE SHUTTERS IF DOORS AND WINDOWS DON'T HAVE
 IMPACT GLAZING. AND, PROVIDE COMPLETE INSTALLATION
 SCHEDULE. SEE CITY SAMPLE.
  
 12- 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.
  
 WHEN RESUBMITTING, 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.
  
 PLEASE FEEL FREE TO CONTACT ME IF YOU HAVE ANY
 QUESTIONS REGARDING THESE COMMENTS,
 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 2022-01-12 Cont ID  
Sent By jleahy Date 2022-01-12 Time 11:55 Rev Time 0.00
Received By jleahy Date 2022-01-12 Time 11:52 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2021-08-09 Cont ID  
Sent By jleahy Date 2021-08-09 Time 12:35 Rev Time 0.00
Received By jleahy Date 2021-08-09 Time 11:30 Sent To  
Notes
2021-08-09 12:40:10ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 FLORIDA BUILDING CODE 2017 6TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 6TH ED
 NFPA 70 2014 EDITION
  
 JAKE LEAHY BN, BU, PX
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 1) PLEASE SEE 210.12(A),(B) FOR CIRCUITS TO BE AFCI
 PROTECTED. PANEL SCHECDULE NOT SHOWING ALL CIRCUITS
 THAT NEED AFCI PROTECTION.
  
 2) DRYER SHOWN AS A 1P30A CIRCUIT. PLEASE VERIFY
  
 3) SMALL BATHROOM ON SECOND FLOOR NEED AM ADDITIONAL
 OUTLET FOR DOUBLE SINK. 210.52(F)
  
 4) LAUNDRY SHOWS SEVERAL CIRCUITS TO LAUNDRY ROOM
 EXCEPT FOR THE DRYER ALL NEED TO BE AFCI/GFCI PROTECTED
 210.8, 210.12
Review Stop G GAS REVIEW
Rev No 1 Status N Date 2021-08-05 Cont ID  
Sent By lcrespo Date 2021-08-05 Time 11:17 Rev Time 0.00
Received By lcrespo Date 2021-08-05 Time 11:17 Sent To  
Notes
2021-08-05 11:17:32GAS PLAN REVIEW, A GAS PLAN HAS NOT BEEN INCLUDED IN
 THIS SUBMITTAL PACKAGE. A GAS PLAN REVIEW HAS NOT BEEN
 PERFORMED AT THIS TIME. A SEPARATE GAS PERMIT AND PLANS
 WILL BE REQUIRED FOR A CONTRACTOR TO PERFORM THE
 RELATED WORK. PROVIDE COMPLETE PLANS AND GAS RISER THAT
 REFLECTS THE ENTIRE SCOPE OF GAS WORK TO BE DONE PER
 THE WPB AMENDMENTS TO FBC SEC. 107.2.1.
  
 A SUB GAS PERMIT IS REQUIRED BY A LICENSED CONTRACTOR
 FOR THE SCOPE OF WORK PER THE WPB AMENDMENTS TO THE FBC
 SEC. 105.1.
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2022-03-03 Cont ID  
Sent By jgomez Date 2022-03-03 Time 14:55 Rev Time 0.00
Received By jgomez Date 2022-03-03 Time 14:25 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-03-01 Cont ID  
Sent By rmcdouga Date 2022-03-01 Time 11:18 Rev Time 0.00
Received By rmcdouga Date 2022-02-07 Time 06:18 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-01-12 Cont ID  
Sent By jleahy Date 2022-01-12 Time 11:55 Rev Time 0.00
Received By jleahy Date 2021-12-13 Time 08:38 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2021-09-08 Cont ID  
Sent By lmarchan Date 2021-09-08 Time 08:51 Rev Time 0.00
Received By lmarchan Date 2021-07-26 Time 13:35 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2022-03-22 Cont ID  
Sent By lmarchan Date 2022-03-22 Time 10:27 Rev Time 0.00
Received By lmarchan Date 2022-03-03 Time 16:58 Sent To  
Notes
2022-03-22 10:27:28RECEIPT MU-2022-012078 - $2491.56 PAID
  
2022-03-03 16:58:393/3/22 EMAILED IMPACT FOR REVIEW-AO
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2021-08-24 Cont ID  
Sent By jgomez Date 2021-08-24 Time 13:54 Rev Time 0.00
Received By jgomez Date 2021-08-24 Time 13:54 Sent To  
Notes
2021-08-24 13:55:08IMPACT FEES
 PLANS NEED TO BE REVIEWED BY PALM BEACH COUNTY FOR
 IMPACT FEE ASSESSMENT.
 PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECTDOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected] .
  
 PLEASE FEEL FREE TO CONTACT ME IF YOU HAVE ANY
 QUESTIONS REGARDING THESE COMMENTS,
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2021-12-17 Cont ID  
Sent By medwards Date 2021-12-17 Time 10:55 Rev Time 0.00
Received By medwards Date 2021-12-17 Time 10:55 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2021-08-06 Cont ID  
Sent By medwards Date 2021-08-06 Time 11:42 Rev Time 0.00
Received By medwards Date 2021-08-06 Time 11:42 Sent To  
Notes
2021-08-06 11:45:181) PLEASE PROVIDE CODE COMPLIANTMECHANICAL DRAWINGS FOR
 THIS PROJECT. FBC 107.2.1
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2021-12-17 Cont ID  
Sent By lcrespo Date 2021-12-17 Time 10:36 Rev Time 0.00
Received By lcrespo Date 2021-12-17 Time 10:36 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2021-08-05 Cont ID  
Sent By lcrespo Date 2021-08-05 Time 11:09 Rev Time 0.00
Received By lcrespo Date 2021-08-05 Time 11:09 Sent To  
Notes
2021-08-05 11:16:3908/05/21 REVIEWED FOR CODE COMPLIANCE (PLUMBING)
  
 BY REVIEWING THE PLANS / SPECIFICATIONS FOR CODE
 COMPLIANCE DOES NOT RELIEVE THE OWNER, DESIGN
 PROFESSIONAL, CONTRACTORS, OR THEIR REPRESENTATIVES
 FROM THE RESPONSIBILITY TO COMPLY WITH ALL LOCAL,
 STATE, AND NATIONAL CODES AND STANDARDS IN EFFECT AT
 THE TIME OF PERMIT ISSUANCE. OUR REVIEW IS NOT A CHECK
 OF EVERY ITEM AND DOES NOT PREVENT THIS DEPARTMENT FROM
 REQUIRING CORRECTIONS DURING CONSTRUCTION. ANY CHANGES
 / ALTERATIONS TO APPROVED PLANS SHALL BE APPROVED TO
 AVOID VOIDING OF THE PERMIT.
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status N Date 2022-09-19 Cont ID  
Sent By jgomez Date 2022-03-03 Time 14:56 Rev Time 0.00
Received By jgomez Date 2022-03-03 Time 14:55 Sent To  
Notes
2022-03-03 14:56:29ROOFING REVIEW
 (NOTE: PROVIDE INFORMATION FOR REVIEW PRIOR TO
 INSTALLATION/INSPECTION TO AVOID CONFLICTS/DELAYS.)
 1- PROVIDE PRODUCT APPROVAL FOR METAL ROOF. CLEARLY
 SPECIFY FASTENING METHOD.
 2- ENGINEER OF RECORD TO REVIEW/APPROVE PRODUCT
 APPROVAL BEFORE SUBMITTAL.
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status F Date 2022-02-28 Cont ID  
Sent By jgomez Date 2022-02-28 Time 18:14 Rev Time 0.00
Received By jgomez Date 2022-02-28 Time 18:14 Sent To  
Notes
2022-02-28 18:15:23ROOFING REVIEW:
  
 1-PROVIDE PRODUCT APPROVAL AS REQUIRED BY FAC
 61G20-3.001 FOR
 (NOTE: THIS MAY BE SUBMITTED LATER AS A DEFERRED
 SUBMITTAL. PROVIDE COMPLETE INFORMATION FOR REVIEW
 PRIOR TO INSTALLATION TO AVOID CONFLICTS/DELAYS. ALL
 PRODUCT APPROVALS NEED TO BE APPROVED IN WRITING BY
 DESIGNER OF RECORD PRIOR TO SUBMITTAL):
  
 ORIGINAL COMMENT:
 A)METAL ROOF. AND, CLEARLY SPECIFY FASTENING METHOD.
  
 RESPONSE:
 RESPONSE LETTER (NOT BY THE ENGINEER OF RECORD) IS
 INCORRECT. TABLES ON PRODUCT APPROVAL ARE BASED ON THE
 DESIGN WIND SPEED FOR THE PROJECT LOCATION. THE DESIGN
 WIND SPEED FOR THIS PROJECT IS 170 MPH ULTIMATE. THESE
 ARE THE PARAMETERS TO USE THESE TABLES NOT THE NOMINAL
 WIND SPEED OF 132 MPH. THEREFORE, THE ORIGINAL COMMENT
 APPLIES. SEE BELOW.
  
 ACCORDING TO PRODUCT APPROVAL FL27985.06 THE FASTENING
 METHOD IS NOT RATED (NR) FOR ROOF ZONES 2 AND 3. A
 DESIGN PROFESSIONAL IS REQUIRED TO PROVIDE CALCULATIONS
 FOR FASTENING AT THESE ROOF ZONES. SEE FASTENING TABLES
 ON PAGE 3 OF METAL ROOFING INSTALLATION INSTRUCTIONS.
 PROVIDE SIGNED AND SEALED CALCULATIONS OR PROVIDE
 ANOTHER PRODUCT APPROVAL THAT MEETS THE DESIGN
 PRESSURES FOR ALL ROOF ZONES.
  
 2- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING
 (NOT SIGNING AND SEALING) REVISED METAL ROOF PRODUCT
 APPROVALS AS REQUIRED BY SEC. 107.3.4.1 CITY
 AMENDMENTS.
  
 WHEN RESUBMITTING, 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.
  
 PLEASE FEEL FREE TO CONTACT ME IF YOU HAVE ANY
 QUESTIONS REGARDING THESE COMMENTS,
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
 APPROVED:
 1) UNDERLAYMENT FL11842-R8.
  
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2022-01-06 Cont ID  
Sent By jgomez Date 2022-01-06 Time 10:19 Rev Time 0.00
Received By jgomez Date 2022-01-06 Time 10:19 Sent To  
Notes
2022-01-06 10:21:31ROOFING REVIEW:
  
 1-PROVIDE PRODUCT APPROVAL AS REQUIRED BY FAC
 61G20-3.001 FOR
 (NOTE: THIS MAY BE SUBMITTED LATER AS A DEFERRED
 SUBMITTAL. PROVIDE COMPLETE INFORMATION FOR REVIEW
 PRIOR TO INSTALLATION TO AVOID CONFLICTS/DELAYS. ALL
 PRODUCT APPROVALS NEED TO BE APPROVED IN WRITING BY
 DESIGNER OF RECORD PRIOR TO SUBMITTAL):
  
 ORIGINAL COMMENT:
 A) METAL ROOF. AND, CLEARLY SPECIFY FASTENING METHOD.
 RESPONSE:
 ACCORDING TO PRODUCT APPROVAL FL27985.06 THE FASTENING
 METHOD IS NOT RATED (NR) FOR ROOF ZONES 2 AND 3. A
 DESIGN PROFESSIONAL IS REQUIRED TO PROVIDE CALCULATIONS
 FOR FASTENING AT THESE ROOF ZONES. SEE FASTENING TABLES
 ON PAGE 3 OF METAL ROOFING INSTALLATION INSTRUCTIONS.
 PROVIDE SIGNED AND SEALED CALCULATIONS OR PROVIDE
 ANOTHER PRODUCT APPROVAL THAT MEETS THE DESIGN
 PRESSURES FOR ALL ROOF ZONES.
  
 ORIGINAL COMMENT:
 B) ROOFING UNDERLAYMENT SPECIFIED ON PLANS FOR METAL
 ROOFING.
 RESPONSE:
 PRODUCT APPROVAL SUBMITTED DOESN'T MATCH ENGINEER OF
 RECORD SPECIFICATIONS ON DETAIL 1/A301.
  
 2- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING
 (NOT SIGNING AND SEALING) ABOVE PRODUCT APPROVALS AS
 REQUIRED BY SEC. 107.3.4.1 CITY AMENDMENTS.
  
 WHEN RESUBMITTING, 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.
  
 PLEASE FEEL FREE TO CONTACT ME IF YOU HAVE ANY
 QUESTIONS REGARDING THESE COMMENTS,
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2021-08-24 Cont ID  
Sent By jgomez Date 2021-08-24 Time 13:52 Rev Time 0.00
Received By jgomez Date 2021-08-24 Time 13:43 Sent To  
Notes
2021-08-24 13:53:321-PROVIDE PRODUCT APPROVAL AS REQUIRED BY FAC
 61G20-3.001 FOR
 (NOTE: THIS MAY BE SUBMITTED LATER AS A DEFERRED
 SUBMITTAL. PROVIDE COMPLETE INFORMATION FOR REVIEW
 PRIOR TO INSTALLATION TO AVOID CONFLICTS/DELAYS. ALL
 PRODUCT APPROVALS NEED TO BE APPROVED IN WRITING BY
 DESIGNER OF RECORD PRIOR TO SUBMITTAL):
  
 A)METAL ROOF. AND, CLEARLY SPECIFY FASTENING METHOD.
  
 B)ROOFING UNDERLAYMENT SPECIFIED ON PLANS FOR METAL
 ROOFING.
  
 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.
  
 WHEN RESUBMITTING, 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.
  
 PLEASE FEEL FREE TO CONTACT ME IF YOU HAVE ANY
 QUESTIONS REGARDING THESE COMMENTS,
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 5 Status P Date 2022-03-03 Cont ID  
Sent By jgomez Date 2022-03-03 Time 14:43 Rev Time 0.00
Received By jgomez Date 2022-03-03 Time 14:43 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status F Date 2022-03-01 Cont ID  
Sent By rmcdouga Date 2022-03-01 Time 11:16 Rev Time 0.00
Received By rmcdouga Date 2022-03-01 Time 11:16 Sent To  
Notes
2022-03-01 11:18:51THE ENGINEER'S DIGITAL SIGNATURE CAN NOT BE VERIFIED ON
 THE PLANS AND THE SOIL REPORT IS NOT DIGITALLY SIGNED.
 ELECTRONICALLY SUBMITTED DRAWINGS ARE REQUIRED TO HAVE
 THE ARCHITECT OR ENGINEER'S DIGITAL SIGNATURE ON THEM.
 YOU ALSO HAVE THE OPTION TO SUBMIT THE SIGNED AND
 SEALED PAPER VERSION OF DRAWINGS. AFTER THE ELECTRONIC
 PLANS HAVE BEEN APPROVED, YOU CAN SUBMIT THE
 CORRESPONDING PAPER DRAWINGS AT THE BUILDING DEPARTMENT
 TO BE VERIFIED. THE ARCHITECT OR ENGINEER'S ORIGINAL
 HANDWRITTEN SIGNATURE AND SEAL IS REQUIRED TO BE ON THE
 DRAWINGS. NO PHOTOCOPY OR OTHER FACSIMILES OF THE
 SIGNATURE ARE ACCEPTABLE. FS 481 & 61G1 OR FS 471 &
 61G15
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2021-12-17 Cont ID  
Sent By lcrespo Date 2021-12-17 Time 07:19 Rev Time 0.00
Received By lcrespo Date 2021-12-17 Time 07:19 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2021-12-08 Cont ID  
Sent By jgomez Date 2021-12-08 Time 09:25 Rev Time 0.00
Received By jgomez Date 2021-12-08 Time 09:18 Sent To  
Notes
2021-12-08 09:27:01PARTIAL REVIEW: REVIEW WILL BE RESUMED WHEN RESUBMITTAL
 IS COMPLETE. JG.
 DRAWINGS WITH ENGINEER'S DIGITAL SIGNATURE ARE OK.
 DRAWINGS PLACED IN THE SIGNATURE FOLDER.
  
  
  
  
 SIGNATURE REVIEW COMMENTS:
  
 1- DRAWINGS SUBMITTED ELECTRONICALLY NEED TO HAVE THE
 ORIGINAL SIGNATURE OF THE ENGINEER OF RECORD AS
 REQUIRED BY CHAPTER 471 F.S. WHEN SUBMITTING
 PLANS/DOCUMENTS FOR PUBLIC RECORDS.
  
 2- SOIL TEST REPORT SUBMITTED NEEDS THE ENGINEER'S
 ORIGINAL SEAL AND SIGNATURE AS REQUIRED BY CHAPTER 471
 F.S. WHEN SUBMITTING PLANS/DOCUMENTS FOR PUBLIC
 RECORDS.
  
 3- SURVEY NEEDS ORIGINAL SEAL/SIGNATURE AS REQUIRED BY
 CHAPTER 472 F.S. WHEN SUBMITTING PLANS/DOCUMENTS FOR
 PUBLIC RECORDS. PROVIDE HARD COPY WITH ORIGINAL
 SEAL/SIGNATURE OR UPLOAD SURVEY WITH DIGITAL SIGNATURE.
  
 NOTE: PLANS/DOCUMENTS MAY BE SUBMITTED WITH A DIGITAL
 SIGNATURE OR HARD COPIES WITH LICENSED DESIGN
 PROFESSIONAL SEAL AND SIGNATURE MAY BE DROPPED (OR
 MAILED) TO CITY HALL FOR RECORDS RETENTION.
  
 PLEASE FEEL FREE TO CONTACT ME IF YOU HAVE ANY
 QUESTIONS REGARDING THESE COMMENTS,
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2021-08-24 Cont ID  
Sent By jgomez Date 2021-08-24 Time 13:42 Rev Time 0.00
Received By jgomez Date 2021-08-24 Time 13:42 Sent To  
Notes
2021-08-24 13:42:32SIGNATURE REVIEW COMMENTS:
  
 1- DRAWINGS SUBMITTED ELECTRONICALLY NEED TO HAVE THE
 ORIGINAL SIGNATURE OF THE ENGINEER OF RECORD AS
 REQUIRED BY CHAPTER 471 F.S. WHEN SUBMITTING
 PLANS/DOCUMENTS FOR PUBLIC RECORDS.
  
 2- SOIL TEST REPORT SUBMITTED NEEDS THE ENGINEER'S
 ORIGINAL SEAL AND SIGNATURE AS REQUIRED BY CHAPTER 471
 F.S. WHEN SUBMITTING PLANS/DOCUMENTS FOR PUBLIC
 RECORDS.
  
 3- SURVEY NEEDS ORIGINAL SEAL/SIGNATURE AS REQUIRED BY
 CHAPTER 472 F.S. WHEN SUBMITTING PLANS/DOCUMENTS FOR
 PUBLIC RECORDS. PROVIDE HARD COPY WITH ORIGINAL
 SEAL/SIGNATURE OR UPLOAD SURVEY WITH DIGITAL SIGNATURE.
  
 NOTE: PLANS/DOCUMENTS MAY BE SUBMITTED WITH A DIGITAL
 SIGNATURE OR HARD COPIES WITH LICENSED DESIGN
 PROFESSIONAL SEAL AND SIGNATURE MAY BE DROPPED (OR
 MAILED) TO CITY HALL FOR RECORDS RETENTION.
  
 PLEASE FEEL FREE TO CONTACT ME IF YOU HAVE ANY
 QUESTIONS REGARDING THESE COMMENTS,
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status P Date 2021-09-07 Cont ID  
Sent By rthermid Date 2021-09-07 Time   Rev Time  
Received By rthermid Date 2021-09-07 Time   Sent To I
Notes
***NONE***


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