Plan Review Details - Permit 18030548
Plan Review Stops For Permit 18030548
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2018-08-02 Cont ID  
Sent By skennedy Date 2018-08-02 Time 14:25 Rev Time 0.00
Received By skennedy Date 2018-08-02 Time 14:25 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2018-06-15 Cont ID  
Sent By jgomez Date 2018-06-15 Time 10:33 Rev Time 0.00
Received By jgomez Date 2018-06-15 Time 07:49 Sent To I
Notes
2018-06-15 08:00:38RESIDENTIAL (R3) TRUSS PACKAGE SUBMITTAL, FIFTH
 BUILDING REVIEW CHECKLIST.
 CODE: FBC 5TH EDITION (2014).
  
 ORIGINAL COMMENT:
 1-TRUSS LAYOUT SHOW THE TRUSS TO TRUSS CONNECTORS AND
 LOCATION. TRUSS ENGINEER TO SIGN AND SEAL THESE PLANS
 AND PROVIDE HIS INFORMATION AS REQUIRED BY FAC
 61G15-23.001. OR PROVIDE COMPLETE STRUCTURAL
 CONNECTIONS ON EACH INDIVIDUAL TRUSS DRAWING.
  
 RESPONSE:
 A) TRUSS ENGINEER ONLY SPECIFIED THE TRUSS TO TRUSS
 CONNECTORS FOR TRUSS T26 ON THE INDIVIDUAL TRUSS
 DRAWING. ALL OTHER TRUSS TO TRUSS CONNECTORS ARE NOT
 SPECIFIED. TRUSS ENGINEER ONLY SPECIFIES THAT
 CONNECTORS ARE THE RESPONSIBILITY OF OTHERS. TRUSS
 ENGINEER IS RESPONSIBLE FOR TRUSS TO TRUSS CONNECTIONS.
 CLEARLY SPECIFY ALL CONNECTORS FOR TRUSSES T04, T07,
 T02, T29, T01.
  
 B) NEW COMMENT ON REVISED INDIVIDUAL TRUSS PACKAGE
 SUBMITTED. REVISE /CLARIFY TRUSS BEARING JOINT
 LOCATION. ACCORDING TO TRUSS LAYOUT AND INDIVIDUAL
 TRUSS DIAGRAM THE BEARING JOINTS ARE AT #27 AND #12.
 THE REACTIONS CALCULATIONS DON'T MATCH LOCATION, THEY
 SHOW REACTIONS AT JOINTS #27 AND #14. CLARIFY REVISE AS
 REQUIRED. SEC. R301.1 FBC-RESIDENTIAL.
  
 ORIGINAL COMMENT.
 2- TRUSS ENGINEER TO PROVIDE ALL THE INFORMATION OF THE
 THE BUILDING DESIGNER ON THE COVER PAGE AS REQUIRED BY
 FAC 61G15-31.003.
 RESPONSE: REPEAT COMMENT. NOT ADDRESSED.
  
 ORIGINAL COMMENT:
 3- NEW TRUSS REPAIRS DRAWINGS:
 A) TRUSS ENGINEER DIDN'T SIGN THE DRAWINGS. ENGINEER TO
 PROVIDE ORIGINAL SEAL AND SIGNATURE AS REQUIRED BY
 CHAPTER 471 F.S. WHEN SUBMITTING DOCUMENTS FOR PUBLIC
 RECORDS.
  
 B) ORIGINAL TRUSS ENGINEER OF RECORD INFORMATION AND
 PROGRAM USED ARE MISSING ON THE INDIVIDUAL TRUSSES THAT
 SHOW THE REVISED FLOOR LOADING. PROVIDE ENGINEER'S
 INFORMATION. CHAPTER 471 F.S.
 NOTE: IT LOOKS LIKE THERE IS ANOTHER ENGINEER TAKING
 OVER THE WORK OF ANOTHER ENGINEER. IF SO, THEN NEED TO
 COMPLY WITH SEC. 61G15-27.001.
  
 61G15-27.001 PROCEDURES FOR A SUCCESSOR PROFESSIONAL
 ENGINEER ADOPTING AS HIS OWN THE WORK OF ANOTHER
 ENGINEER.
 (1) A SUCCESSOR PROFESSIONAL ENGINEER SEEKING TO REUSE
 ALREADY SEALED CONTRACT DOCUMENTS UNDER THE SUCCESSOR
 PROFESSIONAL ENGINEER'S SEAL MUST BE ABLE TO DOCUMENT
 AND PRODUCE UPON REQUEST EVIDENCE THAT HE HAS IN FACT
 RECREATED ALL THE WORK DONE BY THE ORIGINAL
 PROFESSIONAL ENGINEER. IN OTHER WORDS, CALCULATIONS,
 SITE VISITS, RESEARCH AND THE LIKE MUST BE DOCUMENTED
 AND PRODUCEABLE UPON DEMAND. FURTHER, THE SUCCESSOR
 PROFESSIONAL ENGINEER MUST TAKE ALL PROFESSIONAL AND
 LEGAL RESPONSIBILITY FOR THE DOCUMENTS WHICH HE SEALED
 AND SIGNED AND CAN IN NO WAY EXEMPT HIMSELF FROM SUCH
 FULL RESPONSIBILITY. PLANS NEED NOT BE REDRAWN BY THE
 SUCCESSOR PROFESSIONAL ENGINEER; HOWEVER, JUSTIFICATION
 FOR SUCH ACTION MUST BE AVAILABLE THROUGH WELL KEPT AND
 COMPLETE DOCUMENTATION ON THE PART OF THE SUCCESSOR
 PROFESSIONAL ENGINEER AS TO HIS HAVING RETHOUGHT AND
 REWORKED THE ENTIRE DESIGN PROCESS. A SUCCESSOR
 PROFESSIONAL ENGINEER MUST USE HIS OWN TITLE BLOCK,
 SEAL AND SIGNATURE AND MUST REMOVE THE TITLE BLOCK,
 SEAL AND SIGNATURE OF THE ORIGINAL PROFESSIONAL
 ENGINEER BEFORE REUSING ANY SEALED CONTRACT DOCUMENTS.
 (2) PRIOR TO SEALING AND SIGNING WORK A SUCCESSOR
 PROFESSIONAL ENGINEER SHALL BE REQUIRED TO NOTIFY THE
 ORIGINAL PROFESSIONAL ENGINEER, HIS SUCCESSORS, OR
 ASSIGNS BY CERTIFIED LETTER TO THE LAST KNOWN ADDRESS
 OF THE ORIGINAL PROFESSIONAL ENGINEER OF THE
 SUCCESSOR'S INTENTION TO USE OR REUSE THE ORIGINAL
 PROFESSIONAL ENGINEER'S WORK. THE SUCCESSOR
 PROFESSIONAL ENGINEER WILL TAKE FULL RESPONSIBILITY FOR
 THE DRAWING AS THOUGH THEY WERE THE SUCCESSOR
 PROFESSIONAL ENGINEER'S ORIGINAL PRODUCT.
 SPECIFIC AUTHORITY 471.033(2) FS. LAW IMPLEMENTED
 471.033(1)(J), 471.005(6) FS. HISTORY?NEW 8-25-87,
 AMENDED 4-21-88, 8-3-88, FORMERLY 21H-27.001.
  
 C) ENGINEER TO CLEARLY SPECIFY ON ALL TRUSS REPAIR
 DRAWINGS THAT THE REPAIR IS TO REINFORCE THE TRUSSES
 FOR THE ADDITIONAL DEAD LOAD. ONLY TWO TRUSS DRAWINGS
 INDICATE THE ADDITIONAL LOADING. SEC. 1604.2 FBC.
  
 RESPONSE:
 THERE WAS NOT RESPONSE TO THIS ITEM AND NOW THE TRUSS
 REPAIRS DRAWINGS ARE MISSING. PROVIDE COMPLETE TRUSS
 REPAIR PACKAGE ADDRESSING ABOVE COMMENTS.
  
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2018-05-21 Cont ID  
Sent By jgomez Date 2018-05-21 Time 13:56 Rev Time 0.00
Received By jgomez Date 2018-05-21 Time 12:13 Sent To  
Notes
2018-05-21 12:16:12RESIDENTIAL (R3) TRUSS PACKAGE SUBMITTAL, FOURTH
 BUILDING REVIEW CHECKLIST.
 CODE: FBC 5TH EDITION (2014).
  
 1-TRUSS LAYOUT SHOW THE TRUSS TO TRUSS CONNECTORS AND
 LOCATION. TRUSS ENGINEER TO SIGN AND SEAL THESE PLANS
 AND PROVIDE HIS INFORMATION AS REQUIRED BY FAC
 61G15-23.001. OR PROVIDE COMPLETE STRUCTURAL
 CONNECTIONS ON EACH INDIVIDUAL TRUSS DRAWING.
 RESPONSE: REPEAT COMMENT. NOT ADDRESSED.
  
 2- TRUSS ENGINEER TO PROVIDE ALL THE INFORMATION OF THE
 THE BUILDING DESIGNER ON THE COVER PAGE AS REQUIRED BY
 FAC 61G15-31.003.
 RESPONSE: REPEAT COMMENT. NOT ADDRESSED.
  
 3- NEW TRUSS REPAIRS DRAWINGS:
 A) TRUSS ENGINEER DIDN'T SIGN THE DRAWINGS. ENGINEER TO
 PROVIDE ORIGINAL SEAL AND SIGNATURE AS REQUIRED BY
 CHAPTER 471 F.S. WHEN SUBMITTING DOCUMENTS FOR PUBLIC
 RECORDS.
  
 B) ORIGINAL TRUSS ENGINEER OF RECORD INFORMATION AND
 PROGRAM USED ARE MISSING ON THE INDIVIDUAL TRUSSES THAT
 SHOW THE REVISED FLOOR LOADING. PROVIDE ENGINEER'S
 INFORMATION. CHAPTER 471 F.S.
 NOTE: IT LOOKS LIKE THERE IS ANOTHER ENGINEER TAKING
 OVER THE WORK OF ANOTHER ENGINEER. IF SO, THEN NEED TO
 COMPLY WITH SEC. 61G15-27.001.
  
 61G15-27.001 PROCEDURES FOR A SUCCESSOR PROFESSIONAL
 ENGINEER ADOPTING AS HIS OWN THE WORK OF ANOTHER
 ENGINEER.
 (1) A SUCCESSOR PROFESSIONAL ENGINEER SEEKING TO REUSE
 ALREADY SEALED CONTRACT DOCUMENTS UNDER THE SUCCESSOR
 PROFESSIONAL ENGINEER'S SEAL MUST BE ABLE TO DOCUMENT
 AND PRODUCE UPON REQUEST EVIDENCE THAT HE HAS IN FACT
 RECREATED ALL THE WORK DONE BY THE ORIGINAL
 PROFESSIONAL ENGINEER. IN OTHER WORDS, CALCULATIONS,
 SITE VISITS, RESEARCH AND THE LIKE MUST BE DOCUMENTED
 AND PRODUCEABLE UPON DEMAND. FURTHER, THE SUCCESSOR
 PROFESSIONAL ENGINEER MUST TAKE ALL PROFESSIONAL AND
 LEGAL RESPONSIBILITY FOR THE DOCUMENTS WHICH HE SEALED
 AND SIGNED AND CAN IN NO WAY EXEMPT HIMSELF FROM SUCH
 FULL RESPONSIBILITY. PLANS NEED NOT BE REDRAWN BY THE
 SUCCESSOR PROFESSIONAL ENGINEER; HOWEVER, JUSTIFICATION
 FOR SUCH ACTION MUST BE AVAILABLE THROUGH WELL KEPT AND
 COMPLETE DOCUMENTATION ON THE PART OF THE SUCCESSOR
 PROFESSIONAL ENGINEER AS TO HIS HAVING RETHOUGHT AND
 REWORKED THE ENTIRE DESIGN PROCESS. A SUCCESSOR
 PROFESSIONAL ENGINEER MUST USE HIS OWN TITLE BLOCK,
 SEAL AND SIGNATURE AND MUST REMOVE THE TITLE BLOCK,
 SEAL AND SIGNATURE OF THE ORIGINAL PROFESSIONAL
 ENGINEER BEFORE REUSING ANY SEALED CONTRACT DOCUMENTS.
 (2) PRIOR TO SEALING AND SIGNING WORK A SUCCESSOR
 PROFESSIONAL ENGINEER SHALL BE REQUIRED TO NOTIFY THE
 ORIGINAL PROFESSIONAL ENGINEER, HIS SUCCESSORS, OR
 ASSIGNS BY CERTIFIED LETTER TO THE LAST KNOWN ADDRESS
 OF THE ORIGINAL PROFESSIONAL ENGINEER OF THE
 SUCCESSOR'S INTENTION TO USE OR REUSE THE ORIGINAL
 PROFESSIONAL ENGINEER'S WORK. THE SUCCESSOR
 PROFESSIONAL ENGINEER WILL TAKE FULL RESPONSIBILITY FOR
 THE DRAWING AS THOUGH THEY WERE THE SUCCESSOR
 PROFESSIONAL ENGINEER'S ORIGINAL PRODUCT.
 SPECIFIC AUTHORITY 471.033(2) FS. LAW IMPLEMENTED
 471.033(1)(J), 471.005(6) FS. HISTORY?NEW 8-25-87,
 AMENDED 4-21-88, 8-3-88, FORMERLY 21H-27.001.
  
  
 C) ENGINEER TO CLEARLY SPECIFY ON ALL TRUSS REPAIR
 DRAWINGS THAT THE REPAIR IS TO REINFORCE THE TRUSSES
 FOR THE ADDITIONAL DEAD LOAD. ONLY TWO TRUSS DRAWINGS
 INDICATE THE ADDITIONAL LOADING. SEC. 1604.2 FBC.
  
 4) OWES $155.25 FOR TRUSS REPAIRS REVISION.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2018-04-11 Cont ID  
Sent By aclange Date 2018-04-11 Time 11:38 Rev Time 0.00
Received By aclange Date 2018-04-11 Time 11:12 Sent To  
Notes
2018-04-11 11:38:37****PLAN REVIEW COMMENTS****
  
 ART LANGE BUILDING PLANS EXAMINER
  
 DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33402
 561-805-6718 [email protected]
  
 RESIDENTIAL (R3) TRUSS PACKAGE SUBMITTAL, SECOND
 BUILDING REVIEW CHECKLIST.
  
 CODE: FBC 5TH EDITION (2014).
  
 4/11/18 THIRD REVIEW
  
 PLAN REVIEW RESPONSE WILL BE ON TOP OF EACH PREVIOUS
 COMMENT.
  
  
 1- NOT ADDRESSED
 ROOF TRUSS LAYOUT DOESN'T MATCH DESIGNER OF RECORD ROOF
 FRAMING PLAN ON SHEET S-3. REVISE AS REQUIRED TO MATCH.
 SEC. R301.1 FBC-RESIDENTIAL.
 NOTE: COORDINATE WITH DESIGNER OF RECORD TO SEE WHICH
 PLANS WILL BE REVISED.
 RESPONSE: REPEAT COMMENT. NOT ADDRESSED. SAME TRUSS
 LAYOUTS WERE SUBMITED. NOTE: REVISION FEES APPLY IF
 DESIGNER OF RECORD REVISES FRAMING PLANS.
  
 2- NOT ADDRESSED
 SECOND FLOOR TRUSS LAYOUT DOESN'T MATCH DESIGNER OF
 RECORD SECOND FLOOR FRAMING PLAN ON SHEET S-2. REVISE
 AS REQUIRED TO MATCH DESIGNER OF RECORD . SEC. R301.1
 FBC-RESIDENTIAL.
 NOTE: COORDINATE WITH DESIGNER OF RECORD TO SEE WHICH
 PLANS WILL BE REVISED.
 RESPONSE: REPEAT COMMENT. NOT ADDRESSED. SAME TRUSS
 LAYOUTS WERE SUBMITTED. NOTE: REVISION FEES APPLY IF
 DESIGNER OF RECORD REVISES FRAMING PLANS.
  
 3- NOT ADDRESSED
 TRUSSES ARE DESIGNED BASED ON BUILDING EXPOSURE "C".
 DESIGNER OF RECORD DESIGNED STRUCTURE BASED ON BUILDING
 EXPOSURE "D" SEE SHEET S-2 AND S-3. TRUSS ENGINEER TO
 REVISE TRUSSES DESIGN AS REQUIRED TO MATCH DESIGNER OF
 RECORD DESIGN CRITERIA . SEC. R301.1 FBC-RESIDENTIAL.
 NOTE: TRUSS CONNECTORS SPECIFIED BY THE DESIGNER OF
 RECORD WILL BE REVIEWED ONCE TRUSS PACKAGE IS REVISED
 FOR CORRECT EXPOSURE "D".
 RESPONSE: REPEAT COMMENT. NOT ADDRESSED. SAME TRUSS
 PACKAGE WAS SUBMITTED. NOTE: REVISION FEES APPLY IF
 DESIGNER OF RECORD REVISES FRAMING PLANS.
  
 4- ADDRESSED
  
 5- ADDRESSED
  
 6- ADDRESSED
  
  
  
 1- NOT ADDRESSED
 SEE COPY OF COMMENTS BELOW FOR REVISION #18020906. THIS
 COMMENTS ARE RELEVANT TO TRUSS PACKAGE REVIEW COMMENTS
 ABOVE:
 RESIDENTIAL (R3) REVISION, SECOND BUILDING REVIEW
 CHECKLIST.
 CODE: FBC 5TH EDITION (2014).
  
 1- THIS REVISION IS FOR CONCRETE ROOF TILES.
 ORIGINALLY, THE HOUSE WAS DESIGNED WITH METAL ROOFING.
 THE DESIGN CRITERIA CONSIDERED FOR THIS HOUSE DIDN'T
 INCLUDE THE ADDITIONAL WEIGHT OF THE CONCRETE TILE. SEE
 DESIGN CRITERIA ON SHEET S-2 AND S-3. DESIGNER OF
 RECORD NEEDS TO REVISE THE DESIGN CRITERIA ACCORDINGLY
 SO THE ROOF TRUSSES ARE DESIGNED FOR THE PROPER
 LOADING. PROVIDE 2 COPIES. SEC. R301.1 FBC-RESIDENTIAL.
 RESPONSE: REPEAT COMMENT. NOT ADDRESSED. DESIGNER OF
 RECORD DIDN'T REVISED SHEET S-2 AND S-3. NOTE: REVISION
 FEES WILL APPLY.
  
 IMPORTANT :
 TRUSS PACKAGE IS BEING REVIEWED UNDER SUBMITTAL
 #18030548. SEE THIS SUBMITTAL # FOR COMMENTS.
  
 2- NOT ADDRESSED
  
 DESIGNER OF RECORD TO SPECIFY NEW ROOF TILE FASTENING
 METHOD AS REQUIRED BY SEC. 107.2.1.1 CITY AMENDMENTS.
 IF USING SCREWS, THEN SPECIFY SIZE AND NUMBER OF
 SCREWS. IF USING ROOF TILE ADHESIVE, THEN PRODUCT
 APPROVAL IS REQUIRED. SEE ROOF TILE NOA FOR LISTED
 ADHESIVE AND SUBMIT 2 COPIES OF THE ADHESIVE PRODUCT
 APPROVAL.
 SEC. 107.2.1.1 FOR ROOF ASSEMBLIES REQUIRED BY THE
 CODE, THE CONSTRUCTION DOCUMENTS
 SHALL ILLUSTRATE, DESCRIBE AND DELINEATE THE TYPE OF
 ROOFING SYSTEM, MATERIALS, FASTENING
 REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE
 RATING THAT ARE REQUIRED TO BE
 INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL
 INDICATE COMPLIANCE WITH THE WIND
 CRITERIA REQUIRED FOR THE SPECIFIC SITE OR A STATEMENT
 BY AN ARCHITECT OR ENGINEER
 CER T I F Y IN G SU I TABI L I T Y FOR THE SPECIFIC
 SITE MUST BE SUBMITTED WITH THE CONSTRUCTION
 DOCUMENTS.
  
 4- OWES $51.50 FOR NEW EXTERIOR DOOR NOA NO. 15-0413.12
 SUBMITTED.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2018-03-30 Cont ID  
Sent By jgomez Date 2018-03-30 Time 12:11 Rev Time 0.00
Received By jgomez Date 2018-03-30 Time 11:42 Sent To  
Notes
2018-03-30 11:58:49RESIDENTIAL (R3) TRUSS PACKAGE SUBMITTAL, SECOND
 BUILDING REVIEW CHECKLIST.
 CODE: FBC 5TH EDITION (2014).
  
 1- ROOF TRUSS LAYOUT DOESN'T MATCH DESIGNER OF RECORD
 ROOF FRAMING PLAN ON SHEET S-3. REVISE AS REQUIRED TO
 MATCH. SEC. R301.1 FBC-RESIDENTIAL.
 NOTE: COORDINATE WITH DESIGNER OF RECORD TO SEE WHICH
 PLANS WILL BE REVISED.
 RESPONSE: REPEAT COMMENT. NOT ADDRESSED. SAME TRUSS
 LAYOUTS WERE SUBMITED. NOTE: REVISION FEES APPLY IF
 DESIGNER OF RECORD REVISES FRAMING PLANS.
  
 2- SECOND FLOOR TRUSS LAYOUT DOESN'T MATCH DESIGNER OF
 RECORD SECOND FLOOR FRAMING PLAN ON SHEET S-2. REVISE
 AS REQUIRED TO MATCH DESIGNER OF RECORD . SEC. R301.1
 FBC-RESIDENTIAL.
 NOTE: COORDINATE WITH DESIGNER OF RECORD TO SEE WHICH
 PLANS WILL BE REVISED.
 RESPONSE: REPEAT COMMENT. NOT ADDRESSED. SAME TRUSS
 LAYOUTS WERE SUBMITTED. NOTE: REVISION FEES APPLY IF
 DESIGNER OF RECORD REVISES FRAMING PLANS.
  
 3- TRUSSES ARE DESIGNED BASED ON BUILDING EXPOSURE "C".
 DESIGNER OF RECORD DESIGNED STRUCTURE BASED ON BUILDING
 EXPOSURE "D" SEE SHEET S-2 AND S-3. TRUSS ENGINEER TO
 REVISE TRUSSES DESIGN AS REQUIRED TO MATCH DESIGNER OF
 RECORD DESIGN CRITERIA . SEC. R301.1 FBC-RESIDENTIAL.
 NOTE: TRUSS CONNECTORS SPECIFIED BY THE DESIGNER OF
 RECORD WILL BE REVIEWED ONCE TRUSS PACKAGE IS REVISED
 FOR CORRECT EXPOSURE "D".
 RESPONSE: REPEAT COMMENT. NOT ADDRESSED. SAME TRUSS
 PACKAGE WAS SUBMITTED. NOTE: REVISION FEES APPLY IF
 DESIGNER OF RECORD REVISES FRAMING PLANS.
  
 4- TRUSS LAYOUT SHOW THE TRUSS TO TRUSS CONNECTORS AND
 LOCATION. TRUSS ENGINEER TO SIGN AND SEAL THESE PLANS
 AND PROVIDE HIS INFORMATION AS REQUIRED BY FAC
 61G15-23.001. OR PROVIDE COMPLETE STRUCTURAL
 CONNECTIONS ON EACH INDIVIDUAL TRUSS DRAWING.
 RESPONSE: REPEAT COMMENT. NOT ADDRESSED.
  
 5- A) TRUSS ENGINEER TO PROVIDE ORIGINAL SEAL AND
 SIGNATURE ON COVER PAGE AS REQUIRED BY FAC
 61G15-31.003.
  
 B) TRUSS ENGINEER TO PROVIDE ALL THE INFORMATION OF THE
 THE BUILDING DESIGNER ON THE COVER PAGE AS REQUIRED BY
 FAC 61G15-31.003.
  
 6- DESIGNER OF RECORD TO REVIEW ALL REVISED TRUSS
 DRAWINGS BEFORE SUBMITTAL TO THIS OFFICE. SEC.
 107.3.4.1 CITY AMENDMENTS.
 IMPORTANT: DESIGNER OF RECORD TO VERIFY THAT ALL TRUSS
 CONNECTORS SPECIFIED ON PLANS WILL MEET THE CALCULATED
 LOADS BY THE TRUSS ENGINEER TO AVOID CONFLICTS OR
 DELAYS. IF CONNECTORS NEED TO BE REVISED, THEN SUBMITT
 THOSE ALONG WITH THE TRUSS DRAWINGS TO AVOID DELAYS.
  
  
 IMPORTANT: NEW COMMENT.
 1- SEE COPY OF COMMENTS BELOW FOR REVISION #18020906.
 THIS COMMENTS ARE RELEVANT TO TRUSS PACKAGE REVIEW
 COMMENTS ABOVE:
  
 RESIDENTIAL (R3) REVISION, SECOND BUILDING REVIEW
 CHECKLIST.
 CODE: FBC 5TH EDITION (2014).
  
 1- THIS REVISION IS FOR CONCRETE ROOF TILES.
 ORIGINALLY, THE HOUSE WAS DESIGNED WITH METAL ROOFING.
 THE DESIGN CRITERIA CONSIDERED FOR THIS HOUSE DIDN'T
 INCLUDE THE ADDITIONAL WEIGHT OF THE CONCRETE TILE. SEE
 DESIGN CRITERIA ON SHEET S-2 AND S-3. DESIGNER OF
 RECORD NEEDS TO REVISE THE DESIGN CRITERIA ACCORDINGLY
 SO THE ROOF TRUSSES ARE DESIGNED FOR THE PROPER
 LOADING. PROVIDE 2 COPIES. SEC. R301.1 FBC-RESIDENTIAL.
 RESPONSE: REPEAT COMMENT. NOT ADDRESSED. DESIGNER OF
 RECORD DIDN'T REVISED SHEET S-2 AND S-3. NOTE: REVISION
 FEES WILL APPLY.
  
 IMPORTANT :
 TRUSS PACKAGE IS BEING REVIEWED UNDER SUBMITTAL
 #18030548. SEE THIS SUBMITTAL # FOR COMMENTS.
  
 2- DESIGNER OF RECORD TO SPECIFY NEW ROOF TILE
 FASTENING METHOD AS REQUIRED BY SEC. 107.2.1.1 CITY
 AMENDMENTS. IF USING SCREWS, THEN SPECIFY SIZE AND
 NUMBER OF SCREWS. IF USING ROOF TILE ADHESIVE, THEN
 PRODUCT APPROVAL IS REQUIRED. SEE ROOF TILE NOA FOR
 LISTED ADHESIVE AND SUBMIT 2 COPIES OF THE ADHESIVE
 PRODUCT APPROVAL.
  
 SEC. 107.2.1.1 FOR ROOF ASSEMBLIES REQUIRED BY THE
 CODE, THE CONSTRUCTION DOCUMENTS
 SHALL ILLUSTRATE, DESCRIBE AND DELINEATE THE TYPE OF
 ROOFING SYSTEM, MATERIALS, FASTENING
 REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE
 RATING THAT ARE REQUIRED TO BE
 INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL
 INDICATE COMPLIANCE WITH THE WIND
 CRITERIA REQUIRED FOR THE SPECIFIC SITE OR A STATEMENT
 BY AN ARCHITECT OR ENGINEER
 CER T I F Y IN G SU I TABI L I T Y FOR THE SPECIFIC
 SITE MUST BE SUBMITTED WITH THE CONSTRUCTION
 DOCUMENTS.
  
 4- OWES $51.50 FOR NEW EXTERIOR DOOR NOA NO. 15-0413.12
 SUBMITTED.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2018-03-20 Cont ID  
Sent By jgomez Date 2018-03-20 Time 12:34 Rev Time 0.00
Received By jgomez Date 2018-03-20 Time 11:47 Sent To I
Notes
2018-03-20 13:05:40RESIDENTIAL (R3) TRUSS PACKAGE SUBMITTAL, BUILDING
 REVIEW COMMENTS
 CODE: FBC 5TH EDITION (2014).
  
 1- ROOF TRUSS LAYOUT DOESN'T MATCH DESIGNER OF RECORD
 ROOF FRAMING PLAN ON SHEET S-3. REVISE AS REQUIRED TO
 MATCH DESIGNER OF RECORD . SEC. R301.1 FBC-RESIDENTIAL.
  
 2- SECOND FLOOR TRUSS LAYOUT DOESN'T MATCH DESIGNER OF
 RECORD SECOND FLOOR FRAMING PLAN ON SHEET S-2. REVISE
 AS REQUIRED TO MATCH DESIGNER OF RECORD . SEC. R301.1
 FBC-RESIDENTIAL.
 NOTE: COORDINATE WITH DESIGNER OF RECORD TO SEE WHICH
 PLANS NEED TO BE REVISED.
  
 3- TRUSSES ARE DESIGNED BASED ON BUILDING EXPOSURE "C".
 DESIGNER OF RECORD DESIGNED STRUCTURE BASED ON BUILDING
 EXPOSURE "D" SEE SHEET S-2 AND S-3. TRUSS ENGINEER TO
 REVISE TRUSSES DESIGN AS REQUIRED TO MATCH DESIGNER OF
 RECORD DESIGN CRITERIA . SEC. R301.1 FBC-RESIDENTIAL.
 NOTE: TRUSS CONNECTORS SPECIFIED BY THE DESIGNER OF
 RECORD WILL BE REVIEWED ONCE TRUSS PACKAGE IS REVISED
 FOR CORRECT EXPOSURE "D".
  
 4- TRUSS LAYOUT SHOW THE TRUSS TO TRUSS CONNECTORS AND
 LOCATION. TRUSS ENGINEER TO SIGN AND SEAL THESE PLANS
 AND PROVIDE HIS INFORMATION AS REQUIRED BY FAC
 61G15-23.001. OR PROVIDE COMPLETE STRUCTURAL
 CONNECTIONS ON EACH INDIVIDUAL TRUSS DRAWING.
  
 5- TRUSS ENGINEER TO PROVIDE ORIGINAL SEAL AND
 SIGNATURE AND TITLE BLOCK WITH ALL HIS INFORMATION ON
 ALL TRUSS DRAWINGS AS REQUIRED BY FAC 61G15-23.001.
 NOTE: TRUSS ENGINEER MAY USE A COVER INDEX SHEET IF ALL
 THE REQUIRED INFORMATION BY FAC 61G15-31.003 IS
 PROVIDED.
  
 6- DESIGNER OF RECORD TO REVIEW ALL REVISED TRUSS
 DRAWINGS BEFORE SUBMITAL TO THIS OFFICE. SEC. 107.3.4.1
 CITY AMENDMENTS.
 IMPORTANT: DESIGNER OF RECORD TO VERIFY THAT ALL TRUSS
 CONNECTORS SPECIFIED ON PLANS WILL MEET THE CALCULATED
 LOADS BY THE TRUSS ENGINEER TO AVOID CONFLICTS OR
 DELAYS. IF CONNECTORS NEED TO BE REVISED, THEN SUBMITT
 THOSE ALONG WITH THE TRUSS DRAWINGS TO AVOID DELAYS.
  
 NOTE: DESIGNER OF RECORD TO REVIEW NOTE #2 ON TRUSS
 DRAWINGS SUBMITTED. EVEN THOUGH THE HOUSE IS DESIGNED
 TO RECEIVE LIGHT WEIGHT METAL ROOFING, IT MAY BE AN
 IMPEDIMENT FOR OWNER TO USE A ROOFING MATERIAL OTHER
 THAN METAL ROOFING. ( JUST A THOUGHT).
  
  
 **** DESIGNER OF RECORD TO PROVIDE RESPONSE LETTER
 ADDRESSING EACH COMMENT TO HELP THE REVIEW PROCESS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2018-06-15 Cont ID  
Sent By jgomez Date 2018-06-15 Time 10:34 Rev Time 0.00
Received By jgomez Date 2018-06-12 Time 14:58 Sent To I
Notes
2018-06-13 14:58:58RESUB OF REVISION ROUTED TO JGOMEZ
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2018-05-21 Cont ID  
Sent By jgomez Date 2018-05-21 Time 14:49 Rev Time 0.00
Received By jgomez Date 2018-05-11 Time 07:50 Sent To I
Notes
2018-05-15 07:50:42SUBMITTAL/REVISION RE-SUBMITTAL. JG.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-04-11 Cont ID  
Sent By aclange Date 2018-04-11 Time 11:38 Rev Time 0.00
Received By aclange Date 2018-04-09 Time 12:00 Sent To  
Notes
2018-04-10 12:00:54RESUB ROUTED TO JGOMEZ
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-03-30 Cont ID  
Sent By jgomez Date 2018-03-30 Time 13:57 Rev Time 0.00
Received By jgomez Date 2018-03-21 Time 11:10 Sent To I
Notes
2018-03-22 11:10:27RESUB ROUTED TO JGOMEZ
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-03-20 Cont ID  
Sent By jgomez Date 2018-03-20 Time 15:30 Rev Time 0.00
Received By jgomez Date 2018-03-13 Time 13:38 Sent To I
Notes
2018-03-14 13:38:26SUBMITTAL ROUTED TO JGOMEZ


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