 |
Plan Review Details - Permit 23040360
| Plan Review Stops For Permit 23040360 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
F |
Date |
2023-07-17 |
|
|
Cont ID |
|
| Sent By |
jwitmer |
Date |
2023-07-17 |
Time |
16:07 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2023-07-17 |
Time |
15:36 |
Sent To |
|
|
| Notes |
| 2023-07-17 16:07:15 | WEST PALM BEACH DEVELOPMENT SERVICES | | | BUILDING DIVISION | | | 2020 FBC- BUILDING PLAN REVIEW | | | W.P.B. REVISION: 23040360 | | | W. P. B. PERMIT: 21091210 | | | ADD:1230 PALM BEACH LAKES BLVD | | | CONT: HJB CONSTRUCTION | | | TEL: | | | E-MAIL: [email protected] | | | | | | 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH | | | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, | | | ADMINISTRATION | | | | | | 2020 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. | | | | | | 3RD REVIEW | | | DATE: MON. JULY17TH/ 2023 | | | ACTION: DENIED | | | NOTICE: NO BAR JOIST SUBMITAL PROVDED!!!!!!! | | | | | | 1) 3RD REQUEST. THE SUBMITTED MIAMI-NOA 19-0220.03 HAS | | | NO VALUE FOR TESTING FOR WIND, THIS NOA SHOWS THAT THE | | | PRODUCTS LISTED ONLY MEET THE REQUIREMENTS FOR ASTM AND | | | TAS REQUIREMENTS. PLEASE GO BACK TO THE MIAMI-DADE | | | WEBSITE AND VIEW NOA 18-0501.13 PICK A SUB-SYSTEM FOR | | | TPO ON METAL DECK WITH INSULATION CIRCLE THE SUB-SYSTEM | | | AND SEE IF LIMITATION 7 OR LIMITATION 9 APPLIES. | | | SYSTEMS WITH LIMITATION # 7 CAN HAVE ENHANCED FASTENING | | | FOR ZONES 2 & 3. FOR ALL ROOFING PRODUCTS PLEASE | | | IDENTIFY ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED | | | PRESSURES FOR ROOF ZONE # 1. REVIEW THE PRODUCT | | | APPROVAL LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED | | | FOR ROOF ZONES 2 & 3. FASTENER DENSITIES SHALL BE | | | INCREASED FOR BOTH INSULATION & THE BASE SHEET AS | | | CALCULATED IN COMPLIANCE WITH ROOFING APPLICATION | | | STANDARDS RAS 117. CALCULATION PREPARED, SIGNED AND | | | SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR | | | REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS & | | | CLADDING. | | | | | | 2ND REQUEST. SUBMITTED THIS REVISION ARE VARIOUS | | | DOCUMENTS FOR A JOHN MANVILLE TPO-60 MIL BUT NO PRODUCT | | | APPROVAL SUBMITTED, EITHER MIAMI-DADE NOA OR FLORIDA | | | APPROVAL SHOULD BE SUBMITTED. 2020 WEST PALM BEACH | | | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, | | | ADMINISTRATION 107.2.1. CONSTRUCTION DOCUMENTS SHALL BE | | | 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. | | | 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE | | | CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND | | | DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS, | | | VENTING, 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. | | | | | | 2)ARCHITECT STAMPED APPROVAL ON 7 SHEET ASSEMBLY LETTER | | | FROM JOHNS MANVILLE WITHOUT REVIEW OF THE REQUIRED | | | PRODUCT APPROVAL WITH SUB-SYSTEMS HIGHLIGHTED, | | | PRESSURES, JOIST SPACING, DECK GAUGE AND LIMITATIONS. | | | . | | | | | | 3) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY | | | ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES | | | FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL | | | LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF | | | ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR | | | BOTH INSULATION & THE BASE SHEET AS CALCULATED IN | | | COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117. | | | CALCULATION PREPARED, SIGNED AND | | | SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR | | | REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS & | | | CLADDING. | | | | | | 4) COMPLIED, ROOF PRESSURES ON SHEET S0 PERMIT 21091210 | | | SECTION 4-L PRESSURES ON DECK.. | | | | | | 5) A TRANSMITTAL LETTER / NARRATIVE 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 NOTE WITH THE LACK OF INFORMATION FOR THIS | | | REVIEW, SUBSEQUENT | | | REMARKS MAYBE MADE IN THE NEXT REVIEW CYCLE. | | | | | | MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM | | | PART-TIME/ SEMI-RETIRED. | | | | | | IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET | | | BACK INTO THE OFFICE CALL | | | (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL. | | | THANK YOU. | | | | | | JAMES A. WITMER BN, PX, SFP, CBO | | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES | | | DEPARTMENT | | | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 | | | TEL: 561-805-6717 | | | FAX: 561-805-6676 | | | E-MAIL: [email protected] | | | | | | | | | |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2023-06-27 |
|
|
Cont ID |
|
| Sent By |
jwitmer |
Date |
2023-06-27 |
Time |
11:08 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2023-06-27 |
Time |
10:30 |
Sent To |
|
|
| Notes |
| 2023-06-27 11:08:10 | WEST PALM BEACH DEVELOPMENT SERVICES | | | BUILDING DIVISION | | | 2020 FBC- BUILDING PLAN REVIEW | | | W.P.B. REVISION: 23040360 | | | W. P. B. PERMIT: 21091210 | | | ADD:1230 PALM BEACH LAKES BLVD | | | CONT: HJB CONSTRUCTION | | | TEL: | | | E-MAIL: [email protected] | | | | | | 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH | | | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, | | | ADMINISTRATION | | | | | | 2020 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: TUES. JUNE 27TH/ 2023 | | | ACTION: DENIED | | | NOTICE: NO BAR JOIST SUBMITAL PROVDED!!!!!!! | | | 1) 2ND REQUEST. SUBMITTED THIS REVISION ARE VARIOUS | | | DOCUMENTS FOR A JOHN MANVILLE TPO-60 MIL BUT NO PRODUCT | | | APPROVAL SUBMITTED, EITHER MIAMI-DADE NOA OR FLORIDA | | | APPROVAL SHOULD BE SUBMITTED. 2020 WEST PALM BEACH | | | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, | | | ADMINISTRATION 107.2.1. CONSTRUCTION DOCUMENTS SHALL BE | | | 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. | | | 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE | | | CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND | | | DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS, | | | VENTING, 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. | | | | | | 2)ARCHITECT STAMPED APPROVAL ON 7 SHEET ASSEMBLY LETTER | | | FROM JOHNS MANVILLE WITHOUT REVIEW OF THE REQUIRED | | | PRODUCT APPROVAL WITH SUB-SYSTEMS HIGHLIGHTED, | | | PRESSURES, JOIST SPACING, DECK GAUGE AND LIMITATIONS. | | | . | | | | | | 3) NO ROOFING PRODUCT APPROVAL SUBMITTED!!!!!!ROOFING: | | | FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL ROOFING | | | SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR ROOF | | | ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS, IF | | | ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3. | | | FASTENER DENSITIES SHALL BE INCREASED FOR BOTH | | | INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE | | | WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION | | | PREPARED, SIGNED AND | | | SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR | | | REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS & | | | CLADDING. | | | | | | 4) COMPLIED, ROOF PRESSURES ON SHEET S0 PERMIT 21091210 | | | SECTION 4-L PRESSURES ON DECK.. | | | | | | 5) A TRANSMITTAL LETTER / NARRATIVE 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 NOTE WITH THE LACK OF INFORMATION FOR THIS | | | REVIEW, SUBSEQUENT | | | REMARKS MAYBE MADE IN THE NEXT REVIEW CYCLE. | | | | | | MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM | | | PART-TIME/ SEMI-RETIRED. | | | | | | IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET | | | BACK INTO THE OFFICE CALL | | | (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL. | | | THANK YOU. | | | | | | JAMES A. WITMER BN, PX, SFP, CBO | | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES | | | DEPARTMENT | | | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 | | | TEL: 561-805-6717 | | | FAX: 561-805-6676 | | | E-MAIL: [email protected] | | | | | | | | | | | | |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2023-06-01 |
|
|
Cont ID |
|
| Sent By |
jwitmer |
Date |
2023-06-01 |
Time |
11:27 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2023-06-01 |
Time |
07:56 |
Sent To |
|
|
| Notes |
| 2023-06-01 11:27:43 | WEST PALM BEACH DEVELOPMENT SERVICES | | | BUILDING DIVISION | | | 2020 FBC- BUILDING PLAN REVIEW | | | W.P.B. REVISION: 23040360 | | | W. P. B. PERMIT: 21091210 | | | ADD:1230 PALM BEACH LAKES BLVD | | | CONT: HJB CONSTRUCTION | | | TEL: | | | E-MAIL: [email protected] | | | | | | 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH | | | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, | | | ADMINISTRATION | | | | | | 2020 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: THURS. JUNE 01ST/ 2023 | | | ACTION: DENIED | | | | | | 1) SUBMITTED THIS REVISION ARE VARIOUS DOCUMENTS FOR A | | | JOHN MANVILLE TPO-60 MIL BUT NO PRODUCT APPROVAL, | | | EITHER MIAMI-DADE NOA OR FLORIDA APPROVAL SHOULD BE | | | SUBMITTED. 2020 WEST PALM BEACH AMENDMENTS TO THE | | | FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION | | | 107.2.1. CONSTRUCTION DOCUMENTS SHALL BE 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. | | | 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE | | | CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND | | | DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS, | | | VENTING, 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. | | | | | | 2) MISSING FROM THIS REVIEW- REVISION IS COMPLIANCE | | | WITH, 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 (SHOP DRAWING STAMP OF APPROVAL) 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. | | | | | | 3) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY | | | ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES | | | FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL | | | LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF | | | ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR | | | BOTH INSULATION & THE BASE SHEET AS CALCULATED IN | | | COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117. | | | CALCULATION PREPARED, SIGNED AND | | | SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR | | | REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS & | | | CLADDING. | | | | | | 4) THIS REVISION NEITHER THE CONTRACTOR NOR DESIGNER OF | | | RECORD DIDN???T PROVIDE THE WIND DESIGN CRITERIA WHERE | | | ROOF PRESSURES WILL BE DERIVED FROM. 2020 FBC-B | | | 1603.1.4 WIND DESIGN CRITERIA. | | | 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: | | | | | | 4.1. 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. | | | | | | 4.2. RISK CATEGORY. | | | | | | 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE | | | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. | | | HEIGHT AND EXPOSURE. ASCE 7-16 TABLE 30.3.1. | | | | | | 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. | | | | | | 4.5. 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. | | | | | | 4.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & | | | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE | | | BUILDING. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED | | | CONVERSION VULT TO VASD. | | | | | | 5) A TRANSMITTAL LETTER / NARRATIVE 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 NOTE WITH THE LACK OF INFORMATION FOR THIS | | | REVIEW, SUBSEQUENT | | | REMARKS MAYBE MADE IN THE NEXT REVIEW CYCLE. | | | | | | MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM | | | PART-TIME/ SEMI-RETIRED. | | | | | | IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET | | | BACK INTO THE OFFICE CALL | | | (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL. | | | THANK YOU. | | | | | | JAMES A. WITMER BN, PX, SFP, CBO | | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES | | | DEPARTMENT | | | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 | | | TEL: 561-805-6717 | | | FAX: 561-805-6676 | | | E-MAIL: [email protected] | | | | | | | | | | | | |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
|
|
|
Cont ID |
|
| Sent By |
|
Date |
2023-07-17 |
Time |
|
Rev Time |
0.00 |
| Received By |
amcgrego |
Date |
2023-07-06 |
Time |
12:12 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2023-06-27 |
|
|
Cont ID |
|
| Sent By |
jwitmer |
Date |
2023-06-27 |
Time |
11:12 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2023-06-21 |
Time |
15:53 |
Sent To |
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|
| Notes |
|
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
|
|
|
Cont ID |
|
| Sent By |
|
Date |
2023-06-01 |
Time |
|
Rev Time |
0.00 |
| Received By |
lmarchan |
Date |
2023-05-31 |
Time |
13:15 |
Sent To |
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| Notes |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
3 |
Status |
F |
Date |
2023-07-17 |
|
|
Cont ID |
|
| Sent By |
jwitmer |
Date |
2023-07-17 |
Time |
16:08 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2023-07-17 |
Time |
15:58 |
Sent To |
|
|
| Notes |
| 2023-07-17 16:08:10 | WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION | | | PREPARED, SIGNED AND | | | SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR | | | REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS & | | | CLADDING. | | | | | | |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
2 |
Status |
F |
Date |
2023-06-27 |
|
|
Cont ID |
|
| Sent By |
jwitmer |
Date |
2023-06-27 |
Time |
11:11 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2023-06-27 |
Time |
10:31 |
Sent To |
|
|
| Notes |
| 2023-06-27 11:11:57 | 1) ARCHITECT STAMPED APPROVAL ON 7 SHEET ASSEMBLY | | | LETTER FROM JOHNS MANVILLE WITHOUT REVIEW OF THE | | | REQUIRED PRODUCT APPROVAL WITH SUB-SYSTEMS HIGHLIGHTED, | | | PRESSURES, JOIST SPACING, DECK GAUGE AND LIMITATIONS. |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
1 |
Status |
F |
Date |
2023-06-01 |
|
|
Cont ID |
|
| Sent By |
jwitmer |
Date |
2023-06-01 |
Time |
11:28 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2023-06-01 |
Time |
11:28 |
Sent To |
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| Notes |
| 2023-06-01 11:28:32 | MISSING FROM THIS REVIEW- REVISION IS COMPLIANCE WITH, | | | 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 (SHOP | | | DRAWING STAMP OF APPROVAL) 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. | | | |
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