Plan Review Details - Permit 19050884
Plan Review Stops For Permit 19050884
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2019-08-06 Cont ID  
Sent By rgathrig Date 2019-08-06 Time 10:54 Rev Time 0.00
Received By rgathrig Date 2019-08-06 Time 10:53 Sent To  
Notes
2019-08-06 10:55:03PROVIDE INSPECTOR DETAIL CONCERNING FASTENERS AT THE
 CONCRETE BEAM

Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2019-07-19 Cont ID  
Sent By jgomez Date 2019-07-19 Time 14:56 Rev Time 0.00
Received By jgomez Date 2019-07-19 Time 13:18 Sent To  
Notes
2019-07-19 15:19:05RESIDENTIAL (R3) BUILDING REVIEW COMMENTS
 CODE: FBC 6TH EDITION (2017) AND CITY AMENDMENTS.
  
  
 1- ANDRE H. THOMAS, P.E. LETTER NEEDS CLARIFICATION.
 CLARIFY WHY THE GABLE ENDS DON'T NEED REINFORCEMENT.
 SEC. 107.2.1.2 CITY AMENDMENTS. SEC. R301.2.1
 FBC-RESIDENTIAL.
 (NOTE: PLEASE CORRECT THE ADDRESS OF THIS HOUSE. THE
 COMPLETE ADDRESS IS 324 SOUTH CONGRESS AVE).
  
 NOTE:
 TALKED TO ANDRE H. THOMAS TO GO OVER COMMENTS. HE WILL
 REVISE LETTER ACCORDINGLY.
  
 2- BASED ON THE PROPOSED SCOPE OF WORK, THE VALUATION
 DECLARED IN THE PERMIT APPLICATION IS TOO LOW.
 VALUATION TO INCLUDE ALL LABOR, MATERIALS, CONTRACTOR'S
 OVERHEAD AND PROFIT AND DESIGN PROFESSIONAL FEES AS
 REQUIRED BY SEC. 109.3 CITY AMENDMENTS. UPDATE
 VALUATION OR PROVIDE COPY OF SIGNED CONTRACTS AND
 INCLUDE DESIGN PROFESSIONAL FEES.
  
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW 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 2019-07-03 Cont ID  
Sent By jgomez Date 2019-07-03 Time 18:57 Rev Time 0.00
Received By jgomez Date 2019-07-03 Time 16:54 Sent To  
Notes
2019-07-03 17:06:33****CORRECTIONS****
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
  
 ORIGINAL COMMENT:
 1. FBC R 301, PROVIDE SIMPSON PRODUCT APPROVAL FOR THE
 STRAP PROPOSED.
  
 RESPONSE:
 PRODUCT APPROVAL FOR REVISED STRAP WAS NOT PROVIDED.
  
 ORIGINAL COMMENT:
 2. ANDRE H. THOMAS, P.E. LETTER NEEDS TO BE REVISED
 AGAIN BECAUSE OF THE FOLLOWING:
 A) BASED ON SIMPSON PRODUCT APPROVAL SUBMITTED. THE
 SIMPSON H8 STRAP IS DESIGNED FOR WOOD TO WOOD
 CONNECTIONS. ACCORDING TO CITY RECORDS AND PALM BEACH
 COUNTY PROPERTY APPRAISER THE CONSTRUCTION OF THIS
 HOUSE IS CONCRETE BLOCK WALL WITH STUCCO NOT WOOD FRAME
 CONSTRUCTION. THEREFORE, ENGINEER NEEDS TO REVISE THE
 CONNECTOR. NEED TO SPECIFY A CONNECTOR THAT IS SUITABLE
 FOR THE EXISTING CONDITIONS. OR ENGINEER TO PROVIDE
 COMPLETE DETAILS AND ENGINEERING ANALYSIS SHOWING HOW
 THE H8 CONNECTOR WILL WORK (SEC. 107.2.1.2 CITY
 AMENDMENTS). NOTE: PLEASE DON'T SPECIFY "OR EQUIVALENT"
 WHEN SPECIFYING AN SPECIFIC CONNECTOR. THIS IS NOT
 ALLOWED BY SEC. 107.2.1 CITY AMENDMENTS.
 B) THE ENGINEER'S LETTER IS TOO GENERAL. ENGINEER NEEDS
 TO PROVIDE SITE SPECIFIC INFORMATION ABOUT THIS
 PROJECT. IDENTIFY WHAT ARE THE UPLIFT LOADS THAT NEED
 TO BE MET IN ORDER TO COMPLY WITH THE CURRENT BUILDING
 CODE REQUIREMENTS. PLEASE DO NOT CITE THE CODE AS A
 WHOLE OR IN PART (SEE SEC. 107.2.1 CITY AMENDMENTS).
 PROVIDE THE SITE SPECIFIC CALCULATIONS BASED ON THE
 TABLE REFERENCED ON THE LETTER SUBMITTED. SEC.
 107.2.1.2 CITY AMENDMENTS.
 C) ENGINEER TO BE SPECIFIC WITH THE CURRENT BUILDING
 CODE. SPECIFY THE CURRENT CODE EDITION. THE CURRENT
 BUILDING CODE ADOPTED BY THE CITY OF WEST PALM BEACH IS
 THE FBC SIXTH EDITION (2017).
 CHAPTER 553 F.S.
  
 RESPONSE:
 REVISED LETTER NEEDS TO BE REVISED AGAIN:
 A) ENGINEER NEEDS TO REVISE THE SPECIFIED CONNECTION.
 ENGINEER NEEDS TO READ FOOTNOTES "A" AND "B" OF
 REFERENCED TABLE 706.8.1 AND PROVIDE CONNECTION
 SPECIFICATIONS THAT WILL SATISFY THE TOTAL UPLIFT. SEC.
 R301.2.1 FBC-RESIDENTIAL.
  
 B) ENGINEER TO CLARIFY CONNECTION AT THE GABLE ENDS.
 ENGINEER IS OMITTING CONNECTIONS AT THE GABLE ENDS.
 CLARIFY/REVISE AS REQUIRED. WHAT IS THE ENGINEER
 PROPOSING ABOUT THE UPLIFT AND LATERAL LOADS ON THE
 GABLE ENDS. SEC. R301.2.1 FBC-RESIDENTIAL.
  
 C) ENGINEER STATES THAT THE SCOPE OF WORK IS TO REMOVE
 THE EXISTING SOFFIT TO INSTALL THE STRAPS. PROVIDE
 COMPLETE DETAILS AND SPECIFICATIONS SHOWING HOW THE NEW
 SOFFIT WILL BE RE-BUILT. SEC. 706.8.1.1 FBC-EXISTING
 BUILDING AND SEC. R301.2.1 FBC-RESIDENTIAL.
  
 D) ENGINEER STATES THAT "IT APPEARS THE ROOF TRUSSES
 ARE NOT CONNECTED AT THE EXTERIOR CONCRETE WALLS AND
 COULD UTILIZE ADDITIONAL SUPPORT TO TIE IT DOWN". THIS
 STATEMENT IS CONTRADICTORY. IF IT DOESN'T HAVE A TIE
 DOWN, THEN THERE IS NO ADDITIONAL SUPPORT. ON THE OTHER
 HAND, THIS HOUSE WAS BUILT IN 1969. TYPICALLY, ROOF
 TRUSSES ARE CONNECTED TO THE WALL. THIS STATEMENT NEEDS
 SOME CLARIFICATION. SEC. 107.2.1 CITY AMENDMENTS.
  
 ORIGINAL COMMENT:
 3. BASED ON THE PROPOSED SCOPE OF WORK, THE VALUATION
 DECLARED IN THE PERMIT APPLICATION IS TOO LOW.
 VALUATION TO INCLUDE ALL LABOR, MATERIALS, CONTRACTOR'S
 OVERHEAD AND PROFIT AND DESIGN PROFESSIONAL FEES AS
 REQUIRED BY SEC. 109.3 CITY AMENDMENTS. UPDATE
 VALUATION OR PROVIDE COPY OF SIGNED CONTRACTS AND
 INCLUDE DESIGN PROFESSIONAL FEES.
  
 RESPONSE:
 REPEAT COMMENT.
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW 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 3 Status F Date 2019-06-28 Cont ID  
Sent By jgomez Date 2019-06-28 Time 09:52 Rev Time 0.00
Received By jgomez Date 2019-06-27 Time 18:31 Sent To  
Notes
2019-06-27 18:44:5106/28/19 RECEIVED LETTER FORM ENGINEER VIA E-MAIL. NEED
 TO CONTACT ENGINEER FOR SCOPE OF WORK.
  
  
  
 ****CORRECTIONS****
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
  
 ORIGINAL COMMENT:
 1. FBC R 301, PROVIDE SIMPSON PRODUCT APPROVAL FOR THE
 H8 STRAP PROPOSED.
  
 RESPONSE:
 PLEASE COORDINATE WITH ITEM #2 BELOW. THE ENGINEER
 NEEDS TO REVISE THE SPECIFIED CONNECTOR.
  
  
 ORIGINAL COMMENT.
 2. THE ENGINEER'S LETTER STATES "PLEASE ACCEPT THIS
 LETTER OF RECOMMENDATION TO FULFILL THE REQUIREMENTS
 FOR THE PROPERTY OWNER TO MEET CURRENT BUILDING CODES".
 PLEASE REVISE TO BE MORE SPECIFIC (ADDRESS ROOF UPLIFT
 SUPPORT ONLY, SPECIFY BUILDING CODE).
  
 RESPONSE:
 ANDRE H. THOMAS, P.E. LETTER NEEDS TO BE REVISED AGAIN
 BECAUSE OF THE FOLLOWING:
  
 A) BASED ON SIMPSON PRODUCT APPROVAL SUBMITTED. THE
 SIMPSON H8 STRAP IS DESIGNED FOR WOOD TO WOOD
 CONNECTIONS. ACCORDING TO CITY RECORDS AND PALM BEACH
 COUNTY PROPERTY APPRAISER THE CONSTRUCTION OF THIS
 HOUSE IS CONCRETE BLOCK WALL WITH STUCCO NOT WOOD FRAME
 CONSTRUCTION. THEREFORE, ENGINEER NEEDS TO REVISE THE
 CONNECTOR. NEED TO SPECIFY A CONNECTOR THAT IS SUITABLE
 FOR THE EXISTING CONDITIONS. OR ENGINEER TO PROVIDE
 COMPLETE DETAILS AND ENGINEERING ANALYSIS SHOWING HOW
 THE H8 CONNECTOR WILL WORK (SEC. 107.2.1.2 CITY
 AMENDMENTS). NOTE: PLEASE DON'T SPECIFY "OR EQUIVALENT"
 WHEN SPECIFYING AN SPECIFIC CONNECTOR. THIS IS NOT
 ALLOWED BY SEC. 107.2.1 CITY AMENDMENTS.
  
 B) THE ENGINEER'S LETTER IS TOO GENERAL. ENGINEER NEEDS
 TO PROVIDE SITE SPECIFIC INFORMATION ABOUT THIS
 PROJECT. IDENTIFY WHAT ARE THE UPLIFT LOADS THAT NEED
 TO BE MET IN ORDER TO COMPLY WITH THE CURRENT BUILDING
 CODE REQUIREMENTS. PLEASE DO NOT CITE THE CODE AS A
 WHOLE OR IN PART (SEE SEC. 107.2.1 CITY AMENDMENTS).
 PROVIDE THE SITE SPECIFIC CALCULATIONS BASED ON THE
 TABLE REFERENCED ON THE LETTER SUBMITTED. SEC.
 107.2.1.2 CITY AMENDMENTS.
  
 C) ENGINEER TO BE SPECIFIC WITH THE CURRENT BUILDING
 CODE. SPECIFY THE CURRENT CODE EDITION. THE CURRENT
 BUILDING CODE ADOPTED BY THE CITY OF WEST PALM BEACH IS
 THE FBC SIXTH EDITION (2017).
 CHAPTER 553 F.S.
  
  
 ORIGINAL COMMENT:
 3. THE CONTRACTOR'S PLAN DOES NOT PROPOSE TO INSTALL
 STRAPS THROUGHOUT THE ENTIRE ROOF. ENGINEER IS TO DO A
 SHOP DRAWING REVIEW OF THE PLAN AND TO PROVIDE
 EXPLANATION AS TO WHY THIS PORTION IS NOT BEING DONE.
  
 RESPONSE:
 ENGINEER TO CLEARLY INDICATE IF THE HURRICANE STRAPS
 ARE FOR ENTIRE HOUSE OR FOR SOME AREAS ONLY. SEC.
 107.2.1 CITY AMENDMENTS.
  
 NEW COMMENT:
 BASED ON THE PROPOSED SCOPE OF WORK, THE VALUATION
 DECLARED IN THE PERMIT APPLICATION IS TOO LOW.
 VALUATION TO INCLUDE ALL LABOR, MATERIALS, CONTRACTOR'S
 OVERHEAD AND PROFIT AND DESIGN PROFESSIONAL FEES AS
 REQUIRED BY SEC. 109.3 CITY AMENDMENTS. UPDATE
 VALUATION OR PROVIDE COPY OF SIGNED CONTRACTS AND
 INCLUDE DESIGN PROFESSIONAL FEES.
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW 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 2 Status F Date 2019-06-07 Cont ID  
Sent By jgomez Date 2019-06-07 Time 11:41 Rev Time 0.00
Received By jgomez Date 2019-06-07 Time 08:23 Sent To  
Notes
2019-06-07 11:42:00****CORRECTIONS****
 SECOND BUILDING REVIEW CHECKLIST.
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
  
 ORIGINAL COMMENT:
 1. FBC R 301, PROVIDE SIMPSON PRODUCT APPROVAL FOR THE
 H8 STRAP PROPOSED.
  
 RESPONSE:
 PLEASE COORDINATE WITH ITEM #2 BELOW. THE ENGINEER
 NEEDS TO REVISE THE SPECIFIED CONNECTOR.
  
  
 ORIGINAL COMMENT.
 2. THE ENGINEER'S LETTER STATES "PLEASE ACCEPT THIS
 LETTER OF RECOMMENDATION TO FULFILL THE REQUIREMENTS
 FOR THE PROPERTY OWNER TO MEET CURRENT BUILDING CODES".
 PLEASE REVISE TO BE MORE SPECIFIC (ADDRESS ROOF UPLIFT
 SUPPORT ONLY, SPECIFY BUILDING CODE).
  
 RESPONSE:
 ANDRE H. THOMAS, P.E. LETTER NEEDS TO BE REVISED AGAIN
 BECAUSE OF THE FOLLOWING:
  
 A) BASED ON SIMPSON PRODUCT APPROVAL SUBMITTED. THE
 SIMPSON H8 STRAP IS DESIGNED FOR WOOD TO WOOD
 CONNECTIONS. ACCORDING TO CITY RECORDS AND PALM BEACH
 COUNTY PROPERTY APPRAISER THE CONSTRUCTION OF THIS
 HOUSE IS CONCRETE BLOCK WALL WITH STUCCO NOT WOOD FRAME
 CONSTRUCTION. THEREFORE, ENGINEER NEEDS TO REVISE THE
 CONNECTOR. NEED TO SPECIFY A CONNECTOR THAT IS SUITABLE
 FOR THE EXISTING CONDITIONS. OR ENGINEER TO PROVIDE
 COMPLETE DETAILS AND ENGINEERING ANALYSIS SHOWING HOW
 THE H8 CONNECTOR WILL WORK (SEC. 107.2.1.2 CITY
 AMENDMENTS). NOTE: PLEASE DON'T SPECIFY "OR EQUIVALENT"
 WHEN SPECIFYING AN SPECIFIC CONNECTOR. THIS IS NOT
 ALLOWED BY SEC. 107.2.1 CITY AMENDMENTS.
  
 CITY AMENDMENTS SEC. 107.2.1: INFORMATION ON
 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE
 DIMENSIONED AND DRAWN UPON SUITABLE MATERIAL.
 ELECTRONIC MEDIA DOCUMENTS SHALL BE
 SUBMITTED WHEN APPROVED BY THE BUILDING OFFICIAL.
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT
 CLARITY TO INDICATE THE LOCATION, NATURE AND EXTENT OF
 THE WORK PROPOSED AND SHOW IN DETAIL
 THAT IT WILL CONFORM TO THE PROVISIONS OF THIS CODE AND
 RELEVANT LAWS, ORDINANCES, RULES AND
 REGULATIONS, AS DETERMINED BY THE BUILDING OFFICIAL.
 SUCH DRAWINGS AND SPECIFICATIONS SHALL
 CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE,
 AS TO THE QUALITY OF MATERIALS, WHERE
 QUALITY IS ESSENTIAL TO CONFORMITY WITH THE TECHNICAL
 CODES. SUCH INFORMATION SHALL BE SPECIFIC,
 AND THE TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE
 OR IN PART, NOR SHALL THE TERM "LEGAL" OR
 ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION. ALL INFORMATION, DRAWINGS,
 SPECIFICATIONS AND ACCOMPANYING DATA SHALL BEAR THE
 NAME AND SIGNATURE OF THE PERSON
 RESPONSIBLE FOR THE DESIGN. (SEE ALSO SECTION 107.3.5).
  
 B) THE ENGINEER'S LETTER IS TOO GENERAL. ENGINEER NEEDS
 TO PROVIDE SITE SPECIFIC INFORMATION ABOUT THIS
 PROJECT. IDENTIFY WHAT ARE THE UPLIFT LOADS THAT NEED
 TO BE MET IN ORDER TO COMPLY WITH THE CURRENT BUILDING
 CODE REQUIREMENTS. PLEASE DO NOT CITE THE CODE AS A
 WHOLE OR IN PART (SEE SEC. 107.2.1 CITY AMENDMENTS).
 PROVIDE THE SITE SPECIFIC CALCULATIONS BASED ON THE
 TABLE REFERENCED ON THE LETTER SUBMITTED. SEC.
 107.2.1.2 CITY AMENDMENTS.
  
 CITY AMENDMENTS SEC. 107.2.1.2 ADDITIONAL DATA. THE
 BUILDING OFFICIAL MAY REQUIRE DETAILS, COMPUTATIONS,
 STRESS DIAGRAMS, AND OTHER DATA NECESSARY TO DESCRIBE
 THE CONSTRUCTION OR
 INSTALLATION AND THE BASIS OF CALCULATIONS. ALL
 DRAWINGS, SPECIFICATIONS AND
 ACCOMPANYING DATA REQUIRED BY THE BUILDING OFFICIAL TO
 BE PREPARED BY AN ARCHITECT
 OR ENGINEER SHALL BE AFFIXED WITH THEIR OFFICIAL SEAL,
 SIGNATURE AND DATE AS STATE LAW
 REQUIRES.
  
 C) ENGINEER TO BE SPECIFIC WITH THE CURRENT BUILDING
 CODE. SPECIFY THE CURRENT CODE EDITION. THE CURRENT
 BUILDING CODE ADOPTED BY THE CITY OF WEST PALM BEACH IS
 THE FBC SIXTH EDITION (2017).
 CHAPTER 553 F.S.
  
  
 ORIGINAL COMMENT:
 3. THE CONTRACTOR'S PLAN DOES NOT PROPOSE TO INSTALL
 STRAPS THROUGHOUT THE ENTIRE ROOF. ENGINEER IS TO DO A
 SHOP DRAWING REVIEW OF THE PLAN AND TO PROVIDE
 EXPLANATION AS TO WHY THIS PORTION IS NOT BEING DONE.
  
 RESPONSE:
 ENGINEER TO CLEARLY INDICATE IF THE HURRICANE STRAPS
 ARE FOR ENTIRE HOUSE OR FOR SOME AREAS ONLY. SEC.
 107.2.1 CITY AMENDMENTS.
  
 NEW COMMENT:
 BASED ON THE PROPOSED SCOPE OF WORK, THE VALUATION
 DECLARED IN THE PERMIT APPLICATION IS TOO LOW.
 VALUATION TO INCLUDE ALL LABOR, MATERIALS, CONTRACTOR'S
 OVERHEAD AND PROFIT AND DESIGN PROFESSIONAL FEES AS
 REQUIRED BY SEC. 109.3 CITY AMENDMENTS. UPDATE
 VALUATION OR PROVIDE COPY OF SIGNED CONTRACTS AND
 INCLUDE DESIGN PROFESSIONAL FEES.
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
  
 IF YOU HAVE ANY QUESTINS, 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 2019-05-28 Cont ID  
Sent By shill Date 2019-05-28 Time 07:42 Rev Time 0.00
Received By shill Date 2019-05-28 Time 07:42 Sent To  
Notes
2019-05-28 07:47:08****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
  
 1. FBC R 301, PROVIDE SIMPSON PRODUCT APPROVAL FOR THE
 H8 STRAP PROPOSED.
  
 2. THE ENGINEER'S LETTER STATES "PLEASE ACCEPT THIS
 LETTER OF RECOMMENDATION TO FULFILL THE REQUIREMENTS
 FOR THE PROPERTY OWNER TO MEET CURRENT BUILDING CODES".
 PLEASE REVISE TO BE MORE SPECIFIC (ADDRESS ROOF UPLIFT
 SUPPORT ONLY, SPECIFY BUILDING CODE).
  
 3. THE CONTRACTOR'S PLAN DOES NOT PROPOSE TO INSTALL
 STRAPS THROUGHOUT THE ENTIRE ROOF. ENGINEER IS TO DO A
 SHOP DRAWING REVIEW OF THE PLAN AND TO PROVIDE
 EXPLANATION AS TO WHY THIS PORTION IS NOT BEING DONE.
  

Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2019-07-19 Cont ID  
Sent By jgomez Date 2019-07-19 Time 15:25 Rev Time 0.00
Received By jgomez Date 2019-07-18 Time 11:24 Sent To  
Notes
2019-07-19 11:24:37RESUB ROUTED TO JGOMEZ

Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2019-07-03 Cont ID  
Sent By jgomez Date 2019-07-03 Time 18:57 Rev Time 0.00
Received By jgomez Date 2019-07-01 Time 13:19 Sent To I
Notes
2019-07-02 13:20:09RESUB ROUTED TO JGOMEZ

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2019-06-28 Cont ID  
Sent By jgomez Date 2019-06-28 Time 09:52 Rev Time 0.00
Received By jgomez Date 2019-06-27 Time 18:31 Sent To  
Notes
2019-06-27 18:31:55RECEIVED E-MAIL FROM ENGINEER. JG>

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-06-07 Cont ID  
Sent By jgomez Date 2019-06-07 Time 13:22 Rev Time 0.00
Received By jgomez Date 2019-06-03 Time 15:02 Sent To I
Notes
2019-06-04 15:02:20RESUB ROUTED TO BLDG<5K

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2019-05-28 Cont ID  
Sent By shill Date 2019-05-28 Time 07:47 Rev Time 0.00
Received By shill Date 2019-05-17 Time 13:21 Sent To  
Notes
2019-05-20 13:21:47BLDG <5K


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