Plan Review Details - Permit 20040905
Plan Review Stops For Permit 20040905
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2020-06-03 Cont ID  
Sent By jwitmer Date 2020-06-03 Time 08:43 Rev Time 0.00
Received By jwitmer Date 2020-06-03 Time 08:02 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2020-05-24 Cont ID  
Sent By jwitmer Date 2020-05-24 Time 16:56 Rev Time 0.00
Received By jwitmer Date 2020-05-24 Time 16:14 Sent To  
Notes
2020-05-24 16:56:352017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20040905
 ADD: 322 10TH ST.
 CONT: PERRY MARSHALL BUILDERS
 TEL: 561-385-8916
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: SUN. MAY 24TH/2020
 ACTION: DENIED
  
 1) COMPLIED
  
 2) 2ND REQUEST. IT APPEARS THE CONTRACTOR HAS REPLIED
 TO THE COMMENT RESPONSE AND NOT THE DESIGNER OF RECORD.
 1ST ROUND OF COMMENTS. THE PLANS ARE SILENT AS TO THE
 USAGE OF THIS BUILDING (OCCUPANCY TYPE) AND HOW MANY
 RESIDENCES THERE ARE FOR THIS BUILDING AND FOR THIS
 PROPERTY, MULTIPLE BUILDINGS. THE LOADING DESIGN LIVE
 LOAD IS FOR A SINGLE FAMILY RESIDENCE WHERE AS THIS
 PROPERTY ON THE PALM BEACH COUNTY PROPERTY APPRAISERS
 OFFICE LIST THIS PROPERTY AS 6 DORMITORIES OWNED BY
 HOUSING CORPORATION OF THE PALM BEACH COUNTY A. R. C.
 PLEASE NOTE THERE IS A BUSINESS TAX LICENSE FOR THIS
 FACILITY FOR A MAXIMUM OF 13 INDIVIDUALS. .
  
 3) 2ND REQUEST. SHEET S.1 INDICATES THAT THE PROPOSED
 STAIRS ARE DESIGN CRITERIA ARE TO BE BUILT TO THE 2017
 FBC-B HIGH VELOCITY HURRICANE ZONE. PLEASE NOTE THAT
 MIAMI-DADE & BROWARD COUNTIES ARE IN THE HIGH VELOCITY
 HURRICANE ZONE. PALM BEACH COUNTY AND THE CITY OF WEST
 PALM BEACH ARE LOCATED IN THE WIND-BORNE DEBRIS REGION,
 SEE DEFINITIONS (2) IN AREAS WHERE THE ULTIMATE DESIGN
 WIND SPEED IS 140 MPH OR GREATER.
  
 4A) 2ND REQUEST. PLEASE PROVIDE A FLOOR PLAN FOR THE
 1ST FLOOR AND SECOND FLOOR AND ELEVATION DRAWINGS FOR
 THIS BUILDING. WHEN INSTALLING A NEW EXTERIOR STAIRWAY
 WE NEED TO SEE HOW THE MEANS OF EGRESS FOR THE 2ND
 FLOOR IS LAID OUT AND IF THE INTERIOR STAIRWAY IS AN
 ENCLOSED STAIRWAY. THE QUESTION ARISES WITH COMPLIANCE
 WITH THE 2017 FBC-B SECTIONS:
 1027.5 LOCATION
 1027.6 EXTERIOR EXIT STAIRWAY PROTECTION.
  
 4B) COMPLIED, REPLACEMENT STAIRWAY
  
 4C-E) NOT APPLICABLE NO NEW OPENINGS.
  
 4F ) PROVISO: WELDED OR BOLTED CONNECTIONS. THE
 CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE
 SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2) QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF THERE ARE ADDITIONAL QUESTIONS PLEASE CALL KEN
 CONRAD CHIEF BUILDING INSPECTOR AT 561-805-6666.
  
 5A-B) COMPLIED. 5/26/2020
  
 5C) 2ND REQUEST. DETAIL E SHOWS OPEN RISERS NEEDS TO
 SHOW COMPLIANCE WITH 2017 FBC-B 1011.5.5.3.
  
 5D) 2ND REQUEST. STAIRS AT RFQ ARC-COLUMN LAYOUT THERE
 APPEARS TO BE NOTHING LOADED FOR THIS SCREEN, THE
 SCREEN IS BLANK/ BLACK. ADDITIONAL INFORMATION IS
 REQUIRED.
  
 6) 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.
  
 WORKING FROM HOME. PERSONAL CELL:561-718-9724
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
  
 OFFICE TEL: 561-805-6717
 OFFICE FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2020-05-07 Cont ID  
Sent By jwitmer Date 2020-05-07 Time 07:44 Rev Time 0.00
Received By jwitmer Date 2020-05-06 Time 08:02 Sent To  
Notes
2020-05-07 07:44:142017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20040905
 ADD: 322 10TH ST.
 CONT: PERRY MARSHALL BUILDERS
 TEL: 561-385-8916
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: WED. MAY 06/2020
 ACTION: DENIED
  
 1) THE PERMIT APPLICATION INDICATES THIS PERMIT IS ONLY
 FOR A FOUNDATION FOR A NEW EXTERIOR STAIR? THERE ARE 16
 DRAWING THAT ARE MORE THAN THE FOUNDATION. PLEASE
 UPDATE THE DESCRIPTION OF WORK TO BE ACCOMPLISHED UNDER
 THIS PERMIT. 107.2.1.2. ADDITIONAL INFORMATION IS
 REQUIRED. THERE ARE NO DRAWINGSSHOWING A FOUNDATION.
  
 2) THE PLANS ARE SILENT AS TO THE USAGE OF THIS
 BUILDING (OCCUPANCY TYPE) AND HOW MANY RESIDENCES THERE
 ARE FOR THIS BUILDING AND FOR THIS PROPERTY, MULTIPLE
 BUILDINGS. THE LOADING DESIGN LIVE LOAD IS FOR A SINGLE
 FAMILY RESIDENCE WHERE AS THIS PROPERTY ON THE PALM
 BEACH COUNTY PROPERTY APPRAISERS OFFICE LIST THIS
 PROPERTY AS 6 DORMITORIES OWNED BY HOUSING CORPORATION
 OF THE PALM BEACH COUNTY A. R. C. PLEASE NOTE THERE IS
 NO BUSINESS TAX LICENSE FOR THIS FACILITY. WE COULD NOT
 SEE WHERE THERE HAS BEEN A CHANGE OF OCCUPANCY IN OUR
 RECORDS USING FILE NET.
  
 3) SHEET S.1 INDICATES THAT THE PROPOSED STAIRS ARE
 DESIGN CRITERIA ARE TO BE BUILT TO THE 2017 FBC-B HIGH
 VELOCITY HURRICANE ZONE. PLEASE NOTE THAT MIAMI-DADE &
 BROWARD COUNTIES ARE IN THE HIGH VELOCITY HURRICANE
 ZONE. PALM BEACH COUNTY AND THE CITY OF WEST PALM BEACH
 ARE LOCATED IN THE WIND-BORNE DEBRIS REGION, SEE
 DEFINITIONS (2) IN AREAS WHERE THE ULTIMATE DESIGN WIND
 SPEED IS 140 MPH OR GREATER.
  
 4A) PLEASE PROVIDE A FLOOR PLAN FOR THE 1ST FLOOR AND
 SECOND FLOOR AND ELEVATION DRAWINGS FOR THIS BUILDING.
 WHEN INSTALLING A NEW EXTERIOR STAIRWAY WE NEED TO SEE
 HOW THE MEANS OF EGRESS FOR THE 2ND FLOOR IS LAID OUT
 AND IF THE INTERIOR STAIRWAY IS AN ENCLOSED STAIRWAY.
 THE QUESTION ARISES WITH COMPLIANCE WITH THE 2017 FBC-B
 SECTIONS:
 1027.5 LOCATION
 1027.6 EXTERIOR EXIT STAIRWAY PROTECTION.
  
 4B) IT WOULD APPEAR THAT THIS IS A NEW EXTERIOR
 STAIRWAY NOT A REPLACEMENT STAIRWAY THERE WOULD BE A
 NEW OPENING THROUGH THE WALL, NO PLANS SUBMITTED FOR
 THE STRUCTURAL ALTERATIONTO EITHER A FRAME BUILDING OR
 CBS (CONCRETE, BLOCK & STEEL) TYPE OF CONSTRUCTION.
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATIVE CODE
 107.3.5.1COMMERCIAL BUILDINGS
 107.3.5.1.1 BUILDING
  
 107.3.5.1.1.8. STRUCTURAL REQUIREMENTS- DESIGN
 REQUIREMENTS/ STRUCTURAL
  
 4C) 107.3.5.1.1.8. STRUCTURAL REQUIREMENTS-2017 FBC-B
 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 4C)(1). ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND
 GUST), MILES PER HOUR AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 4C)(2.) RISK CATEGORY.
  
 4C)(3.) WIND EXPOSURE. APPLICABLE WIND DIRECTION IF
 MORE THAN ONE WIND EXPOSURE IS UTILIZED. TABLE
 1609.7.2. HEIGHT AND EXPOSURE. ASCE 7-10 TABLE 30.3.1.
  
 4C)(4.) APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 4C)(5.) DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED
 BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR
 THE DESIGN OF THE STRUCTURE, PSF.
  
 4C)(6.) TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 4D) COMPONENTS & CLADDING. 2017 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
 ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/
 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
  
 4E) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE
 61G20 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 4F) WELDED OR BOLTED CONNECTIONS. THE CONTRACTOR IS
 REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &
 WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF
 INSPECTION.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2) QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF THERE ARE ADDITIONAL QUESTIONS PLEASE CALL KEN
 CONRAD CHIEF BUILDING INSPECTOR AT 561-805-6666.
  
 5A) SHEET S-1 SHOWS THE STAIR DESIGN LIVE LOAD TO BE 60
 PSF. PLEASE UPDATE YOUR PLANS, REVIEW THE 2017 FBC-B
 TABLE 1607.1 (30) FOR OTHER THAN A SINGLE FAMILY
 RESIDENCE 100 PSF.
  
 5B) DISCREPANCY IN DETAILS E & F. THE OVERALL HEIGHT OF
 THE GUARDRAIL FROM THE LANDING IS NOT GIVEN. DETAIL E
 SHOWS THE MEASUREMENT FROM BOTTOM OF THE GUARDRAIL
 TAKEN AT AN L ANGLE NOT THE LANDING TO CENTERLINE OF
 THE TOP OF THE GUARDRAIL. IN DETAIL F THERE APPEARS THE
 BOTTOM MEASUREMENT IS TAKEN AT THE LANDING NO L ANGLE
 SHOWN, THIS WOULD PUT THE TOTAL HEIGHT AT 41 INCHES NOT
 THE REQUIRED 42 INCHES HIGH. 2017 FBC-B 1015.3
  
 5C) DETAIL E SHOWS OPEN RISERS NEEDS TO SHOW COMPLIANCE
 WITH 2017 FBC-B 1011.5.5.3.
  
 5D) STEEL STAIRS AT RFQ ARC-COLUMN LAYOUT THERE APPEARS
 TO BE NOTHING LOADED FOR THIS SCREEN, THE SCREEN IS
 BLANK/ BLACK. ADDITIONAL INFORMATION IS REQUIRED.
  
 6) 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.
  
 A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE
 THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED
 DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE
 MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS
 AND INFORMATION LACKING UNDER THE PRIOR REVIEW.
  
 WORKING FROM HOME
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 PERSONAL CELL:561-718-9724
 OFFICE TEL: 561-805-6717
 OFFICE FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2020-05-20 Cont ID  
Sent By pleduc Date 2020-05-20 Time   Rev Time 0.00
Received By pleduc Date 2020-05-20 Time 10:15 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2020-05-11 Cont ID  
Sent By pleduc Date 2020-05-11 Time   Rev Time 0.00
Received By pleduc Date 2020-05-11 Time 09:31 Sent To  
Notes
2020-05-11 09:50:11THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) IS THIS PERMIT FOR A FOUNDATION OR A STAIR?
  
 PLEASE CLARIFY/SEPARATE.
  
  
  
 2) THIS THIS PERMIT FOR THE REPLACEMENT OF A STAIR OR A
 NEW STAIR?
  
 PLEASE CLARIFY/SEPARATE.
  
  
 3) THERE IS NO OCCUPANCY CLASSIFICATION THAT THIS NEW
 STAIR SERVES.
  
 WHAT DOES THIS STAIR SERVE?
  
 PLEASE PROVIDE THE OCCUPANCY CODE PER THE FLORIDA FIRE
 PREVENTION CODE, NFPA 101, CH 6.
  
 6.1.1.1 OCCUPANCY CLASSIFICATION. THE OCCUPANCY OF A
 BUILDING OR
 STRUCTURE, OR PORTION OF A BUILDING OR STRUCTURE, SHALL
 BE CLASSIFIED IN
 ACCORDANCE WITH 6.1.2 THROUGH 6.1.13. OCCUPANCY
 CLASSIFICATION SHALL BE
 SUBJECT TO THE RULING OF THE AUTHORITY HAVING
 JURISDICTION WHERE THERE IS A
 QUESTION OF PROPER CLASSIFICATION IN ANY INDIVIDUAL
 CASE.
  
  
  
 4) THERE ARE NO INDICATIONS OF ANY WINDOWS ON THE FACE
 OF BUILDING THAT THIS STAIR SERVES.
  
 IF THIS IS A REQUIRED EXIT OF THE OCCUPANCY IT SERVES,
 IT SHALL COMPLY WITH NFPA 101, CH 7, MEANS OF EGRESS
  
 7.2.2.6.3 SEPARATION AND PROTECTION OF OUTSIDE STAIRS.
 7.2.2.6.3.1* OUTSIDE STAIRS SHALL BE SEPARATED FROM THE
 INTERIOR OF THE
 BUILDING BY CONSTRUCTION WITH THE FIRE RESISTANCE
 RATING REQUIRED FOR
 ENCLOSED STAIRS WITH FIXED OR SELF-CLOSING OPENING
 PROTECTIVES,
 EXCEPT AS FOLLOWS:
 (1) OUTSIDE STAIRS SERVING AN EXTERIOR EXIT ACCESS
 BALCONY THAT HAS
 TWO REMOTE OUTSIDE STAIRWAYS OR RAMPS SHALL BE
 PERMITTED TO BE
 UNPROTECTED.
 (2) OUTSIDE STAIRS SERVING TWO OR FEWER ADJACENT
 STORIES, INCLUDING
 THE STORY WHERE THE EXIT DISCHARGES, SHALL BE PERMITTED
 TO BE
 UNPROTECTED WHERE THERE IS A REMOTELY LOCATED SECOND
 EXIT.
 (3) IN EXISTING BUILDINGS, EXISTING OUTSIDE STAIRS
 SERVING THREE OR
 FEWER ADJACENT STORIES, INCLUDING THE STORY WHERE THE
 EXIT
 DISCHARGES, SHALL BE PERMITTED TO BE UNPROTECTED WHERE
 THERE IS
 A REMOTELY LOCATED SECOND EXIT.
 (4) THE FIRE RESISTANCE RATING OF A SEPARATION
 EXTENDING 10 FT (3050
 MM) FROM THE STAIRS SHALL NOT BE REQUIRED TO EXCEED 1
 HOUR
 WHERE OPENINGS HAVE A MINIMUM ?-HOUR FIRE PROTECTION
 RATING.
 (5) OUTSIDE STAIRS IN EXISTING BUILDINGS PROTECTED
 THROUGHOUT BY AN
 APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN
 ACCORDANCE WITH SECTION 9.7 SHALL BE PERMITTED TO BE
 UNPROTECTED.
 7.2.2.6.3.2 WALL CONSTRUCTION REQUIRED BY 7.2.2.6.3.1
 SHALL EXTEND AS
 FOLLOWS:
 (1) VERTICALLY FROM THE FINISHED GROUND LEVEL TO A
 POINT 10 FT (3050
 MM) ABOVE THE TOPMOST LANDING OF THE STAIRS OR TO THE
 ROOFLINE,
 WHICHEVER IS LOWER
 (2) HORIZONTALLY FOR NOT LESS THAN 10 FT (3050 MM)
  
 PLEASE REVIEW AND PROVIDE DETAILS
  
  
 5) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 6) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date   Cont ID  
Sent By   Date 2020-06-03 Time 08:45 Rev Time 0.00
Received By lmarchan Date 2020-06-02 Time 14:38 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-06-01 Cont ID  
Sent By ccarvaja Date 2020-06-01 Time 11:01 Rev Time 0.00
Received By ccarvaja Date 2020-05-19 Time 15:39 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-05-12 Cont ID  
Sent By shill Date 2020-05-12 Time 11:46 Rev Time 0.00
Received By shill Date 2020-04-28 Time 11:02 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2020-06-03 Cont ID  
Sent By jwitmer Date 2020-06-03 Time 08:45 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date   Cont ID  
Sent By   Date 2020-06-01 Time   Rev Time 0.00
Received By   Date 2020-06-01 Time   Sent To  
Notes
2020-06-01 11:00:55FAILED BUILDING REVIEW
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2020-05-11 Cont ID  
Sent By shill Date 2020-05-11 Time 15:21 Rev Time 0.00
Received By shill Date 2020-05-11 Time 15:21 Sent To  
Notes
2020-05-11 15:27:54SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. FS471, DOCUMENTS PREPARED BY AN ENGINEER AND
 SUBMITTED FOR PUBLIC RECORD ARE TO BE SIGNED, SEALED,
 DATED ORIGINALS. S1.0 WAS PREPARED BY KERVEN VENTURA,
 PE.
  
 2. IT IS NOT CLEAR WHO IS THE STRUCTURAL ENGINEER OF
 RECORD AND WHO IS THE DELEGATED ENGINEER; CLARIFY. THE
 SEOR IS TO REVIEW THE ENGINEERING PREPARED BY THE
 DELEGATED ENGINEER FS471.
  
 3. S10, S6, S7, S8, S9, OK
  
 4. STAIR DIMENSIONS.PDF NOT DIGITALLY SIGNED AND LACKS
 ENGINEER'S TITLE BLOCK, FS471.
  
 5. STEEL STAIRS AT RFQ ARC.S1 IS A DWG FILE; UPLOAD A
 PDF, SEE PROJECTDOX INSTRUCTIONS.
  
  
  
  
Review Stop Z ZONING
Rev No 2 Status P Date 2020-05-28 Cont ID  
Sent By aaponte Date 2020-05-28 Time 10:37 Rev Time 0.00
Received By aaponte Date 2020-05-28 Time 10:37 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2020-05-11 Cont ID  
Sent By aaponte Date 2020-05-11 Time 16:14 Rev Time 0.00
Received By aaponte Date 2020-05-11 Time 16:14 Sent To  
Notes
2020-05-11 16:17:14PLEASE PROVIDE ADDITONAL SITE PLAN INFORMATION TO
 INDICATE IF THE NEW STAIR IS REMOVING ANY EXISTING
 SURFACE PARKING.
 PLEASE INDICATE WHAT IS THE USE OF THE CURRENT 2ND
 FLOOR, AND WHAT IS THE PROPOSED USE.
 PLEASE INDICATE IF THIS STAIR IS REPLACING AN EXISTING
 STAIR. IF NOT, PLEASE INDICATE ANY CHANGES TO THE
 BUILDING FACADE TO ACCOMMODATE THE STAIR.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.


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