Plan Review Details - Permit 22070735
Plan Review Stops For Permit 22070735
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2023-04-20 Cont ID  
Sent By rmcdouga Date 2023-04-20 Time 10:55 Rev Time 0.00
Received By rmcdouga Date 2023-04-20 Time 10:55 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2023-04-04 Cont ID  
Sent By rmcdouga Date 2023-04-04 Time 10:44 Rev Time 0.00
Received By rmcdouga Date 2023-04-04 Time 10:44 Sent To  
Notes
2023-04-04 10:44:49PLAN
 REVIEW COMMENTS
  
 4TH REVIEW: FBC SEVENTH EDITION (2020)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 THE PREVIOUS COMMENTS HAVE NOT BEEN ADEQUATELY
 ADDRESSED.
  
 1) COMPLIED.
  
 2) COMPLIED.
  
 3) COMPLIED.
  
 4) COMPLIED.
  
 5) COMPLIED.
  
 5) COMPLIED.
  
 6) PROVISO. TO BE PROVIDED BY THE STAIR MANUFACTURER
 AND APPROVED BY THE DESIGNER OF RECORD BEFORE BEING
 PROVIDED TO THE BUILDING DEPARTMENT AS A SUBMITTAL.
 SUBMIT SHOP DRAWINGS OF THE STAIRS WITH WELD DETAILS.
 FBC 2204.1
  
 7) COMPLIED.
  
 8) NOT RESOLVED. [ SHOW THE HAND RAIL EXTENSIONS AT THE
 TOP PER SECTION 505.10.2 AND AT THE BOTTOM PER SECTION
 505.10.3. SHOW COMPLIANCE WITH FBC ACCESSIBILITY
 SECTION 505 FOR REQUIRED HANDRAILS.
  
 9) COMPLIED.
  
 10) COMPLIED.
  
 11) COMPLIED.
  
 12) A THOROUGH AND COMPLETE PLAN REVIEW CANNOT BE
 COMPLETED AT THIS TIME DUE TO LACK OF INFORMATION ON
 THE SUBMITTED PLANS. ADDITIONAL PLAN REVIEW COMMENTS
 MAY BE GENERATED WHEN MORE INFORMATION IS PROVIDED.
  
 13) PLEASE SUBMIT A RESPONSE LETTER INDICATING HOW EACH
 OF THE REVIEW COMMENTS HAS BEEN ADDRESSED.
  
 NEW COMMENTS:
  
 14) COMPLIED
  
 15) SHOW COMPLIANCE WITH FBC 1011.11 WHICH REQUIRES
 HANDRAILS ON EACH SIDE OF THE STAIRS.
  
 16) SHOW COMPLIANCE WITH FBC 1014.2 WHICH SPECIFIES THE
 HEIGHT OF THE HANDRAILS TO BE NOT LESS THAN 34" NOR
 MORE THAN 38".
  
 NOTE: IT APPEARS THAT THERE MAY BE A MISUNDERSTANDING
 OF WHAT IS REQUIRED FOR A COMMERCIAL EXIT STAIR. IT
 APPEARS THAT ONE SIDE OF THE STAIR IS AGAINST THE WALL
 OF A BUILDING. A GUARD (RAIL) IS REQUIRED ON THE OPEN
 SIDE OF STAIRS AND LANDINGS AND ARE REQUIRED TO BE NOT
 LESS THAN 42" IN HEIGHT FOR THIS PROJECT. SEE FBC 1015.
 ALSO HANDRAILS ARE REQUIRED ON EACH SIDE OF THE STAIRS.
 FBC1011.11 THE HANDRAIL HEIGHT IS REQUIRED TO BE NOT
 LESS THAN 34" NOR MORE THAN 38" PER FBC 1014.2 AND
 SHALL HAVE EXTENSIONS PER FBC 1014.6 & FBC
 ACCESSIBILITY SECTION 505. FOR COMMERCIAL APPLICATIONS
 THE GUARD (RAILS) ARE NOT ALLOWED TO BE USED AS THE
 HANDRAILS BECAUSE OF THE DIFFERENT HEIGHT REQUIREMENTS.
 IF YOU HAVE ANY QUESTIONS YOU CAN CALL ME AT
 561-805-6714 TO DISCUSS.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2023-02-23 Cont ID  
Sent By rmcdouga Date 2023-02-23 Time 10:46 Rev Time 0.00
Received By rmcdouga Date 2023-02-23 Time 10:46 Sent To  
Notes
2023-02-23 10:46:00PLAN
 REVIEW COMMENTS
  
 3RD REVIEW: FBC SEVENTH EDITION (2020)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 THE PREVIOUS COMMENTS HAVE NOT BEEN ADEQUATELY
 ADDRESSED.
  
 1) COMPLIED.
  
 2) NOT RESOLVED. [ NEED TO KNOW THE ACTUAL NUMBER OF
 OCCUPANTS THAT WILL BE USING THE STAIRS USING FBC
 BUILDING 302.1, 1004.1 AND TABLE 1004.5 FOR DETERMINING
 OCCUPANT LOADS BASED ON TYPE OF OCCUPANCY AND AREA OF
 THE SPACE. ] SPECIFY THE OCCUPANCY TYPE AND THE
 OCCUPANT LOAD THAT THE STAIRS WILL BE SERVICING. FBC
 302.1, 1004.1 & 1027.1
  
 3) COMPLIED.
  
 4) COMPLIED.
  
 5) COMPLIED.
  
 5) COMPLIED.
  
 6) PROVISO. TO BE PROVIDED BY THE STAIR MANUFACTURER
 AND APPROVED BY THE DESIGNER OF RECORD BEFORE BEING
 PROVIDED TO THE BUILDING DEPARTMENT AS A SUBMITTAL.
 SUBMIT SHOP DRAWINGS OF THE STAIRS WITH WELD DETAILS.
 FBC 2204.1
  
 7) COMPLIED.
  
 8) NOT ADDRESSED. [ SHOW THE HAND RAIL EXTENSIONS AT
 THE TOP PER SECTION 505.10.2 AND AT THE BOTTOM PER
 SECTION 505.10.3L SHOW COMPLIANCE WITH FBC
 ACCESSIBILITY SECTION 505 FOR REQUIRED HANDRAILS.
  
 9) COMPLIED.
  
 10) COMPLIED.
  
 11) COMPLIED.
  
 12) A THOROUGH AND COMPLETE PLAN REVIEW CANNOT BE
 COMPLETED AT THIS TIME DUE TO LACK OF INFORMATION ON
 THE SUBMITTED PLANS. ADDITIONAL PLAN REVIEW COMMENTS
 MAY BE GENERATED WHEN MORE INFORMATION IS PROVIDED.
  
 13) PLEASE SUBMIT A RESPONSE LETTER INDICATING HOW EACH
 OF THE REVIEW COMMENTS HAS BEEN ADDRESSED.
  
 NEW COMMENTS:
  
 14) PROVIDE A LANDING AT THE TOP OF THE STAIRS AS
 REQUIRED BY FBC 1011.6.
  
 15) SHOW COMPLIANCE WITH FBC 1011.11 WHICH REQUIRES
 HANDRAILS ON EACH SIDE OF THE STAIRS.
  
 16) SHOW COMPLIANCE WITH FBC 1014.2 WHICH SPECIFIES THE
 HEIGHT OF THE HANDRAILS TO BE NOT LESS THAN 34" NOR
 MORE THAN 38".
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2022-12-02 Cont ID  
Sent By rmcdouga Date 2022-12-02 Time 13:06 Rev Time 0.00
Received By rmcdouga Date 2022-12-02 Time 13:06 Sent To  
Notes
2022-12-02 13:06:33PLAN
 REVIEW COMMENTS
  
 2ND REVIEW: FBC SEVENTH EDITION (2020)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 THE PREVIOUS COMMENTS HAVE NOT BEEN ADEQUATELY
 ADDRESSED.
  
 1) NOT ADRESSED COMPLETELY. [ CLEARLY INDICATE THE
 LOCATION OF THE STAIRS ON THE SURVEY.] PROVIDE A
 PROPERTY SURVEY AND A SITE PLAN THAT SHOWS THE LOCATION
 OF THE PROPOSED STAIRS. FBC 107.2.1
  
 2) NOT ADDRESSED. SPECIFY THE OCCUPANCY TYPE AND THE
 OCCUPANT LOAD THAT THE STAIRS WILL BE SERVICING. FBC
 302.1, 1004.1 & 1027.1
  
 3) NOT ADDRESSED. SPECIFY THE STRUCTURAL DESIGN LOADS
 FOR THE STAIRS ON THE PLANS. FBC 1603.1 GENERAL.
 CONSTRUCTION DOCUMENTS SHALL SHOW THE SIZE, SECTION AND
 RELATIVE LOCATIONS OF STRUCTURAL MEMBERS WITH FLOOR
 LEVELS, COLUMN CENTERS AND OFFSETS DIMENSIONED. THE
 DESIGN LOADS AND OTHER INFORMATION PERTINENT TO THE
 STRUCTURAL DESIGN REQUIRED BY SECTIONS 1603.1.1 THROUGH
 1603.1.9 SHALL BE INDICATED ON THE CONSTRUCTION
 DOCUMENTS. FBC 1603.1.4 WIND DESIGN DATA, FBC 1603.1.1
 FLOOR LIVE LOAD (FBC 1607)
  
 4) NOT ADDRESSED. SPECIFY THE FOOTER SIZE AND
 REINFORCING FOR THE STEEL POSTS THAT ARE SUPPORTING THE
 STAIRS. FBC 1808.1
  
 5) NOT ADDRESSED. SPECIFY HOW THE STEEL POSTS WILL BE
 ATTACHED TO THE FOUNDATION. FBC 1604.8
  
 5) NOT ADDRESSED. SPECIFY THE LOCATIONS AND AND
 REQUIRED EMBED DEPTH OF THE 1/2" WEDGE THAT WILL ANCHOR
 THE LEFT SIDE OF THE STAIRS TO THE WALL OF THE
 BUILDING. FBC 1603.1
  
 6) NOT ADDRESSED. SUBMIT SHOP DRAWINGS OF THE STAIRS
 WITH WELD DETAILS. FBC 2204.1
  
 7) NOT ADDRESSED. PROVIDE AN ELEVATION OF THE BUILDING
 THAT SHOWS THE STAIRS ATTACHED. SHOW ALL DOOR AND
 WINDOW OPENINGS. FBC 107.2.1 & 1027.6
  
 8) NOT ADDRESSED. SHOW COMPLIANCE WITH FBC
 ACCESSIBILITY SECTION 505 FOR REQUIRED HANDRAILS.
  
 9) NOT ADDRESSED. SHOW THAT THE STAIR GUARDS COMPLY
 WITH FBC 1015.3 FOR HEIGHT (42") AND FBC 1015.4 FOR
 OPENING LIMITATIONS (LESS THAN 4").
  
 10) NOT ADDRESSED. SPECIFY THE REQUIRED LOADS FOR THE
 HANDRAILS AND GUARDS. FBC 1607.8
  
 11) NOT ADDRESSED. [ A FLORIDA LICENSED ARCHITECT OR
 ENGINEER IS REQUIRED FOR THIS PROJECT.]THE NAME AND THE
 SIGNATURE OF THE PERSON RESPONSIBLE FOR THE DESIGN IS
 REQUIRED ON THE DRAWINGS. FBC 107.2.1 - INFORMATION ON
 CONSTRUCTION DOCUMENTS. ALL INFORMATION, DRAWINGS,
 SPECIFICATIONS AND ACCOMPANYING DATA SHALL BEAR THE
 NAME AND SIGNATURE OF THE PERSON RESPONSIBLE FOR THE
 DESIGN.
  
 12) A THOROUGH AND COMPLETE PLAN REVIEW CANNOT BE
 COMPLETED AT THIS TIME DUE TO LACK OF INFORMATION ON
 THE SUBMITTED PLANS. ADDITIONAL PLAN REVIEW COMMENTS
 MAY BE GENERATED WHEN MORE INFORMATION IS PROVIDED.
  
 13) PLEASE SUBMIT A RESPONSE LETTER INDICATING HOW EACH
 OF THE REVIEW COMMENTS HAS BEEN ADDRESSED.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2022-09-01 Cont ID  
Sent By rmcdouga Date 2022-09-01 Time 15:53 Rev Time 0.00
Received By rmcdouga Date 2022-09-01 Time 15:53 Sent To  
Notes
2022-09-01 13:03:58PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC SEVENTH EDITION (2020)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) PROVIDE A PROPERTY SURVEY AND A SITE PLAN THAT SHOWS
 THE LOCATION OF THE PROPOSED STAIRS. FBC 107.2.1
  
 2) SPECIFY THE OCCUPANCY TYPE AND THE OCCUPANT LOAD
 THAT THE STAIRS WILL BE SERVICING. FBC 302.1, 1004.1 &
 1027.1
  
 3) SPECIFY THE STRUCTURAL DESIGN LOADS FOR THE STAIRS
 ON THE PLANS. FBC 1603.1 GENERAL. CONSTRUCTION
 DOCUMENTS SHALL SHOW THE SIZE, SECTION AND RELATIVE
 LOCATIONS OF STRUCTURAL MEMBERS WITH FLOOR LEVELS,
 COLUMN CENTERS AND OFFSETS DIMENSIONED. THE DESIGN
 LOADS AND OTHER INFORMATION PERTINENT TO THE STRUCTURAL
 DESIGN REQUIRED BY SECTIONS 1603.1.1 THROUGH 1603.1.9
 SHALL BE INDICATED ON THE CONSTRUCTION DOCUMENTS. FBC
 1603.1.4 WIND DESIGN DATA, FBC 1603.1.1 FLOOR LIVE LOAD
 (FBC 1607)
  
 4) SPECIFY THE FOOTER SIZE AND REINFORCING FOR THE
 STEEL POSTS THAT ARE SUPPORTING THE STAIRS. FBC 1808.1
  
 5) SPECIFY HOW THE STEEL POSTS WILL BE ATTACHED TO THE
 FOUNDATION. FBC 1604.8
  
 5) SPECIFY THE LOCATIONS AND AND REQUIRED EMBED DEPTH
 OF THE 1/2" WEDGE THAT WILL ANCHOR THE LEFT SIDE OF THE
 STAIRS TO THE WALL OF THE BUILDING. FBC 1603.1
  
 6) SUBMIT SHOP DRAWINGS OF THE STAIRS WITH WELD
 DETAILS. FBC 2204.1
  
 7) PROVIDE AN ELEVATION OF THE BUILDING THAT SHOWS THE
 STAIRS ATTACHED. SHOW ALL DOOR AND WINDOW OPENINGS. FBC
 107.2.1 & 1027.6
  
 8) SHOW COMPLIANCE WITH FBC ACCESSIBILITY SECTION 505
 FOR REQUIRED HANDRAILS.
  
 9) SHOW THAT THE STAIR GUARDS COMPLY WITH FBC 1015.3
 FOR HEIGHT (42") AND FBC 1015.4 FOR OPENING LIMITATIONS
 (LESS THAN 4").
  
 10) SPECIFY THE REQUIRED LOADS FOR THE HANDRAILS AND
 GUARDS. FBC 1607.8
  
 11) THE NAME AND THE SIGNATURE OF THE PERSON
 RESPONSIBLE FOR THE DESIGN IS REQUIRED ON THE DRAWINGS.
 FBC 107.2.1 - INFORMATION ON CONSTRUCTION DOCUMENTS.
 ALL INFORMATION, DRAWINGS, SPECIFICATIONS AND
 ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE OF
 THE PERSON RESPONSIBLE FOR THE DESIGN.
  
 12) A THOROUGH AND COMPLETE PLAN REVIEW CANNOT BE
 COMPLETED AT THIS TIME DUE TO LACK OF INFORMATION ON
 THE SUBMITTED PLANS. ADDITIONAL PLAN REVIEW COMMENTS
 MAY BE GENERATED WHEN MORE INFORMATION IS PROVIDED.
  
 13) PLEASE SUBMIT A RESPONSE LETTER INDICATING HOW EACH
 OF THE REVIEW COMMENTS HAS BEEN ADDRESSED.
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2023-04-17 Cont ID  
Sent By pleduc Date 2023-04-17 Time   Rev Time 0.00
Received By pleduc Date 2023-04-17 Time 11:23 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2023-03-16 Cont ID  
Sent By pleduc Date 2023-03-16 Time   Rev Time 0.00
Received By pleduc Date 2023-03-16 Time 11:17 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2023-01-27 Cont ID  
Sent By pleduc Date 2023-01-27 Time   Rev Time 0.00
Received By pleduc Date 2023-01-27 Time 11:10 Sent To  
Notes
2023-01-27 11:35:55THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) THERE IS NO INDICATIONS OF A STAIR LADING AT THE
 EXIT DOOR.
  
 PER NFPA 101 CH 7 MEANS OF EGRESS.
  
 7.2.2.3.2 LANDINGS.
 7.2.2.3.2.1 STAIRS SHALL HAVE LANDINGS AT DOOR
 OPENINGS, EXCEPT AS PER MITTED IN 7.2.2.3.2.5
  
 7.2.2.3.2.3 IN NEW BUILDINGS, EVERY LANDING SHALL HAVE
 A DIMENSION,
 MEASURED IN THE DIRECTION OF TRAVEL, THAT IS NOT LESS
 THAN THE WIDTH OF THE
 STAIR
  
 AS THIS IS NOT A NEW BUILDING BUT A NEW STAIR, NOT AN
 EXISTING ONE, IT SHALL COMPLY WITH NEW REQUIREMENTS.
  
  
 PLEASE REVIEW AND CORRECT.
  
  
  
 2) THERE APPEARS TO BE INDICATIONS OF HANDRAILS ON ONLY
 ONE SIDE.
  
 PER NFPA 101 CH 7
  
 7.2.2.4.1 HANDRAILS.
 7.2.2.4.1.1 STAIRS AND RAMPS SHALL HAVE HANDRAILS ON
 BOTH SIDES, UNLESS
 OTHERWISE PERMITTED IN 7.2.2.4.1.5 OR 7.2.2.4.1.6.
 7.2.2.4.1.2 IN ADDITION TO THE HANDRAILS REQUIRED AT
 THE SIDES OF STAIRS BY
 7.2.2.4.1.1, BOTH OF THE FOLLOWING PROVISIONS SHALL
 APPLY:
 (1) FOR NEW STAIRS, HANDRAILS SHALL BE PROVIDED WITHIN
 30 IN. (760 MM)
 OF ALL PORTIONS OF THE REQUIRED EGRESS WIDTH.
 (2) FOR EXISTING STAIRS, HANDRAILS SHALL MEET THE
 FOLLOWING CRITERIA:
 (A) THEY SHALL BE PROVIDED WITHIN 44 IN. (1120 MM) OF
 ALL PORTIONS
 OF THE REQUIRED EGRESS WIDTH.
 (B) SUCH STAIRS SHALL NOT HAVE THEIR EGRESS CAPACITY
 ADJUSTED TO A
 HIGHER OCCUPANT LOAD THAN PERMITTED BY THE CAPACITY
 FACTOR IN
 TABLE 7.3.3.1 IF THE STAIR???S CLEAR WIDTH BETWEEN
 HANDRAILS
 EXCEEDS 60 IN. (1525 MM)
  
 AS THIS IS NOT A NEW BUILDING BUT A NEW STAIR, NOT AN
 EXISTING ONE, IT SHALL COMPLY WITH NEW REQUIREMENTS.
  
  
 PLEASE REVIEW AND CORRECT OR PROVIDE DETAILED
 INFORMATION THAT THE OTHER SIDE IS EXISTING OR WILL BE
 PROVIDED.
  
  
  
 3) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 4) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2022-10-20 Cont ID  
Sent By pleduc Date 2022-10-20 Time   Rev Time 0.00
Received By pleduc Date 2022-10-20 Time 10:50 Sent To  
Notes
2022-10-20 11:13:20THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 THE PREVIOUS COMMENTS FROM FIRE WERE NOT SPECIFIACCLY
 ADDRESSED BY THE RESUBMITTAL.
  
  
 PREVIOUS COMMENTS ARE RESUBMITTED WITH ADDITIONAL
 COMMENTS IN CAPITAL LETTERS.
  
  
  
 1) THERE IS NO INDICATION OF A SITE PLAN SHOWING THE
 LOCATION OF THE PROPOSED STAIR.
  
 PER NFPA 1
  
 1.7.12 PLANS AND SPECIFICATIONS.
  
 1.7.12.1 THE AHJ SHALL HAVE THE AUTHORITY TO REQUIRE
 PLANS AND SPECIFICATIONS TO ENSURE COMPLIANCE WITH
 APPLICABLE CODES AND STANDARDS.
  
 1.7.12.6 PLANS SHALL BE SUBMITTED TO THE AHJ PRIOR TO
 THE ALTERATION OF THE MEANS OF EGRESS OR FIRE
 PROTECTION SYSTEMS OF ANY EXISTING BUILDING.
  
 PLEASE PROVIDE A DETAILED SITE PLAN.
  
 *******THE SITE PLAN DOES NOT PROVIDE THE LOCATION OF
 THE PROPOSED STAIRS.
  
 *******PLEASE PROVIDE THE SPECIFIC LOCATION OF STAIR.
  
  
 2) THERE IS NO INDICATION OF THE EXIT DOOR NOR LANDING
 FROM THE EXIT DOOR.
  
 1.7.12.6 PLANS SHALL BE SUBMITTED TO THE AHJ PRIOR TO
 THE ALTERATION OF THE MEANS OF EGRESS OR FIRE
 PROTECTION SYSTEMS OF ANY EXISTING BUILDING.
  
 PLEASE PROVIDE DETAILS OF THE EXIT DOOR AND EXIT DOOR
 LANDING.
  
  
 *******PLEASE PROVIDE THE TOP OF DECK DIMENSIONS
 LEADING FROM THE UPPER EXIT DOOR.
  
 *******PLEASE PROVIDE THE LOCATION OF THE UPPER EXIT
 DOOR TO ENSURE THERE IS CODE COMPLIANT SPACE FOR THE
 DOOR TO OPEN AND A PERSON CAN STEP OUT TO.
  
  
  
 3) THERE IS NO INDICATION OF THE BOTTOM LANDING AREA
 FROM THE STAIRS THAT IS FREE AND CLEAR TO A PUBLIC WAY.
  
 1.7.12.6 PLANS SHALL BE SUBMITTED TO THE AHJ PRIOR TO
 THE ALTERATION OF THE MEANS OF EGRESS OR FIRE
 PROTECTION SYSTEMS OF ANY EXISTING BUILDING.
  
 PLEASE PROVIDE DETAILS OF THE BOTTOM LANDING AREA.
  
  
 *******PLEASE PROVIDE THE END OF STAIR LANDING
 DIMENSIONS LEADING FROM THE END OF STEPS.
  
 *******PLEASE PROVIDE THAT THERE IS SUFFICIENT SPACE
 FOR A PERSON TO WALK ANY DIRECTION AT THE LANDING; A
 NON-OBSTRUCTED PUBLIC WAY.
  
  
 4) THERE IS NO INDICATION OF ANY WALL NOR
 OPENINGS/WINDOWS ALONG THE EXIT STAIR THAT MAY REQUIRE
 PROTECTION FOR THOSE USING THE EXIT STAIR.
  
 PER NFPA 101 CH 7, MEANS OF EGRESS
  
 7.2.2.5.2.1 WHERE NONRATED WALLS OR UNPROTECTED
 OPENINGS ENCLOSE THE
 EXTERIOR OF A STAIRWAY, OTHER THAN AN EXISTING
 STAIRWAY, AND THE WALLS OR
 OPENINGS ARE EXPOSED BY OTHER PARTS OF THE BUILDING AT
 AN ANGLE OF LESS
 THAN 180 DEGREES, THE BUILDING ENCLOSURE WALLS WITHIN
 10 FT (3050 MM)
 HORIZONTALLY OF THE NONRATED WALL OR UNPROTECTED
 OPENING SHALL BE CON STRUCTED AS REQUIRED FOR STAIRWAY
 ENCLOSURES, INCLUDING OPENING
 PROTECTIVES.
 7.2.2.5.2.2 CONSTRUCTION SHALL EXTEND 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.
 7.2.2.5.2.3 THE FIRE RESISTANCE RATING OF THE
 SEPARATION EXTENDING 10 FT
 (3050 MM) FROM THE STAIRS SHALL NOT BE REQUIRED TO
 EXCEED 1 HOUR WHERE
 OPENINGS HAVE A MINIMUM 3
 ?4-HOUR FIRE PROTECTION RATING.
  
 PLEASE PROVIDE DETAILS OF ALL OPENINGS ALONG THE WALL.
 IF NOT APPLICABLE, PROVIDE JUSTIFICATION.
  
  
 *******PLEASE PROVIDE AND LOCATE ANY DOORS/WINDOWS
 ALONG THE WALL ABOVE AND BELOW THE STAIRS.
  
 *******ANY OPENINGS PER THE CODE ABOVE ARE REQUIRED TO
 BE PROTECTED/RATED SO THAT FIRE/FLAMES WOULD BE
 PREVENTED VENTING THROUGH THOSE OPENINGS AND BLOCKING
 THIS EXIT STAIR.
  
  
 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 FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2022-08-02 Cont ID  
Sent By pleduc Date 2022-08-02 Time   Rev Time 0.00
Received By pleduc Date 2022-08-02 Time 15:35 Sent To  
Notes
2022-08-02 16:01:56THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) THERE IS NO INDICATION OF A SITE PLAN SHOWING THE
 LOCATION OF THE PROPOSED STAIR.
  
 PER NFPA 1
  
 1.7.12 PLANS AND SPECIFICATIONS.
  
 1.7.12.1 THE AHJ SHALL HAVE THE AUTHORITY TO REQUIRE
 PLANS AND SPECIFICATIONS TO ENSURE COMPLIANCE WITH
 APPLICABLE CODES AND STANDARDS.
  
 1.7.12.6 PLANS SHALL BE SUBMITTED TO THE AHJ PRIOR TO
 THE ALTERATION OF THE MEANS OF EGRESS OR FIRE
 PROTECTION SYSTEMS OF ANY EXISTING BUILDING.
  
 PLEASE PROVIDE A DETAILED SITE PLAN.
  
  
 2) THERE IS NO INDICATION OF THE EXIT DOOR NOR LANDING
 FROM THE EXIT DOOR.
  
 1.7.12.6 PLANS SHALL BE SUBMITTED TO THE AHJ PRIOR TO
 THE ALTERATION OF THE MEANS OF EGRESS OR FIRE
 PROTECTION SYSTEMS OF ANY EXISTING BUILDING.
  
 PLEASE PROVIDE DETAILS OF THE EXIT DOOR AND EXIT DOOR
 LANDING.
  
  
  
 3) THERE IS NO INDICATION OF THE BOTTOM LANDING AREA
 FROM THE STAIRS THAT IS FREE AND CLEAR TO A PUBLIC WAY.
  
 1.7.12.6 PLANS SHALL BE SUBMITTED TO THE AHJ PRIOR TO
 THE ALTERATION OF THE MEANS OF EGRESS OR FIRE
 PROTECTION SYSTEMS OF ANY EXISTING BUILDING.
  
 PLEASE PROVIDE DETAILS OF THE BOTTOM LANDING AREA.
  
  
  
 4) THERE IS NO INDICATION OF ANY WALL NOR
 OPENINGS/WINDOWS ALONG THE EXIT STAIR THAT MAY REQUIRE
 PROTECTION FOR THOSE USING THE EXIT STAIR.
  
 PER NFPA 101 CH 7, MEANS OF EGRESS
  
 7.2.2.5.2.1 WHERE NONRATED WALLS OR UNPROTECTED
 OPENINGS ENCLOSE THE
 EXTERIOR OF A STAIRWAY, OTHER THAN AN EXISTING
 STAIRWAY, AND THE WALLS OR
 OPENINGS ARE EXPOSED BY OTHER PARTS OF THE BUILDING AT
 AN ANGLE OF LESS
 THAN 180 DEGREES, THE BUILDING ENCLOSURE WALLS WITHIN
 10 FT (3050 MM)
 HORIZONTALLY OF THE NONRATED WALL OR UNPROTECTED
 OPENING SHALL BE CON STRUCTED AS REQUIRED FOR STAIRWAY
 ENCLOSURES, INCLUDING OPENING
 PROTECTIVES.
 7.2.2.5.2.2 CONSTRUCTION SHALL EXTEND 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.
 7.2.2.5.2.3 THE FIRE RESISTANCE RATING OF THE
 SEPARATION EXTENDING 10 FT
 (3050 MM) FROM THE STAIRS SHALL NOT BE REQUIRED TO
 EXCEED 1 HOUR WHERE
 OPENINGS HAVE A MINIMUM 3
 ?4-HOUR FIRE PROTECTION RATING.
  
 PLEASE PROVIDE DETAILS OF ALL OPENINGS ALONG THE WALL.
 IF NOT APPLICABLE, PROVIDE JUSTIFICATION.
  
  
  
 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 5 Status N Date 2023-04-20 Cont ID  
Sent By rmcdouga Date 2023-04-20 Time 11:08 Rev Time 0.00
Received By rmcdouga Date 2023-04-14 Time 14:13 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2023-04-04 Cont ID  
Sent By rmcdouga Date 2023-04-04 Time 10:45 Rev Time 0.00
Received By rmcdouga Date 2023-03-15 Time 08:01 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2023-02-23 Cont ID  
Sent By rmcdouga Date 2023-02-23 Time 10:48 Rev Time 0.00
Received By rmcdouga Date 2023-01-26 Time 16:38 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-12-02 Cont ID  
Sent By rmcdouga Date 2022-12-02 Time 13:12 Rev Time 0.00
Received By rmcdouga Date 2022-10-19 Time 16:26 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-09-01 Cont ID  
Sent By rmcdouga Date 2022-09-01 Time 15:53 Rev Time 0.00
Received By rmcdouga Date 2022-08-01 Time 07:15 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 5 Status P Date 2023-04-20 Cont ID  
Sent By rmcdouga Date 2023-04-20 Time 11:05 Rev Time 0.00
Received By rmcdouga Date 2023-04-20 Time 11:05 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2023-04-04 Cont ID  
Sent By rmcdouga Date 2023-04-04 Time 10:45 Rev Time 0.00
Received By rmcdouga Date 2023-04-04 Time 10:45 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2023-02-23 Cont ID  
Sent By rmcdouga Date 2023-02-23 Time 10:48 Rev Time 0.00
Received By rmcdouga Date 2023-02-23 Time 10:48 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2022-12-02 Cont ID  
Sent By rmcdouga Date 2022-12-02 Time 13:06 Rev Time 0.00
Received By rmcdouga Date 2022-12-02 Time 13:06 Sent To  
Notes
2022-12-02 13:12:11SUBMIT DIGITALLY SIGNED AND SEALED DRAWINGS.
 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 1 Status F Date 2022-09-01 Cont ID  
Sent By rmcdouga Date 2022-09-01 Time 12:56 Rev Time 0.00
Received By rmcdouga Date 2022-09-01 Time 12:56 Sent To  
Notes
2022-09-01 13:02:33THE NAME AND SIGNATURE OF THE PERSON RESPONSIBLE FOR
 THE DESIGN IS REQUIRED ON THE DRAWINGS. IF THE DRAWINGS
 ARE FROM AN ARCHITECT OR ENGINEER THEIR DIGITAL
 SIGNATURE IS REQUIRED ON THE DRAWINGS. 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 Z ZONING
Rev No 4 Status P Date 2023-03-21 Cont ID  
Sent By ckimmerl Date 2023-03-21 Time 09:59 Rev Time 0.00
Received By ckimmerl Date 2023-03-21 Time 09:59 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2023-01-30 Cont ID  
Sent By ckimmerl Date 2023-01-30 Time 15:29 Rev Time 0.00
Received By ckimmerl Date 2023-01-30 Time 15:29 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 2022-11-03 Cont ID  
Sent By ckimmerl Date 2022-11-03 Time 16:41 Rev Time 0.00
Received By ckimmerl Date 2022-11-03 Time 16:40 Sent To  
Notes
2022-11-03 16:41:09SATISFIED 1. PLEASE PROVIDE A SURVEY FOR THE PROPERTY.
  
 NOT SATISFIED. REPEAT COMMENT 2. PLEASE PROVIDE A
 DIMENSIONED SITE PLAN ILLUSTRATING WHERE THE STAIRS ARE
 LOCATED ON THE BUILDING/PROPERTY.
  
  
 CHRIS KIMMERLY, AICP
 URBAN DESIGN PLANNER
 822.1426 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 2022-08-15 Cont ID  
Sent By ckimmerl Date 2022-08-15 Time 13:39 Rev Time 0.00
Received By ckimmerl Date 2022-08-15 Time 13:36 Sent To  
Notes
2022-08-15 13:38:571. PLEASE PROVIDE A SURVEY FOR THE PROPERTY.
  
 2. PLEASE PROVIDE A DIMENSIONED SITE PLAN ILLUSTRATING
 WHERE THE STAIRS ARE LOCATED ON THE BUILDING/PROPERTY.
  
  
 CHRIS KIMMERLY, AICP
 URBAN DESIGN PLANNER
 822.1426 [email protected]


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