Plan Review Details - Permit 17040017
Plan Review Stops For Permit 17040017
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2017-06-29 Cont ID  
Sent By rmcdouga Date 2017-06-29 Time 17:47 Rev Time 0.00
Received By rmcdouga Date 2017-06-29 Time 08:06 Sent To  
Notes
2017-06-29 17:14:25APPROVED WITH EXCEPTIONS
 "BUILDING PROVISO"
  
 1) SUBMIT A SIGNED AND SEALED DETAIL FROM THE
 ARCHITECT, STEVE SIEBERT, THAT SPECIFIES THE SIZE AND
 SPECIES OF THE LEDGER SUPPORTING THE ROOF TRUSSES, AS
 WELL AS, THE TYPE AND SPACING OF THE FASTENERS THAT
 WILL BE USED TO ATTACH IT TO THE CONCRETE TIE BEAM.
 FBC-R301.1
  
 2) GAF BUR SYSTEM, NOA NO.13-1022.15 PROVISO: SPECIFY
 THE APPROVED ASSEMBLY, MAXIMUM DESIGN PRESSURE AND
 PROVIDE TWO SETS OF SIGNED AND SEALED RAS 117
 CALCULATIONS FOR ENHANCED FASTENING AS REQUIRED BY
 LIMITATION #7 OF THE NOA. NOTE: THE PLANS SPECIFY 1"
 POLYISOCYANURATE INSULATION AS PART OF THE ROOFING
 ASSEMBLY. FBC-R301.2.1
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-06-09 Cont ID  
Sent By rmcdouga Date 2017-06-09 Time 14:47 Rev Time 0.00
Received By rmcdouga Date 2017-06-06 Time 09:16 Sent To  
Notes
2017-06-08 17:34:31PLAN
 REVIEW COMMENTS
  
 2ND REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) PROVIDE AREA TABULATIONS FOR THE CONDITION SPACES
 AND THE UN-CONDITIONED SPACES. THE PLANS DIFFER FROM MY
 CALCULATIONS. I HAVE DETERMINED THE AREA OF CONDITIONED
 SPACE AS 1813 SQFT AND THE AREA OF THE UN-CONDITIONED
 SPACE (COVERED PORCHES AND ENTRY) AS 317 SQFT. FBC
 107.2.1
  
 2) (PREVIOUS COMMENT.) SHOW COMPLIANCE WITH FBC-R318.5
 CONDENSATE LINES, IRRIGATION/SPRINKLER SYSTEM RISERS
 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT
 LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS OR
 SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON
 ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM)
 HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON
 A ROOF ABOVE ANOTHER ROOF. THE RESPOSE WAS TO PROJECT
 THE SCUPPERS 6" PAST THE EXTERIOR WALL. THIS IS NOT AN
 ACCEPTABLE ALTERNATIVE. UNLIKE A SIX INCH ROOF EAVE
 WHICH WILL DISTRIBUTE THE RAIN WATER RUN OFF FROM THE
 ROOF, THE RAIN WATER WILL BE FUNNELED TO THE SCUPPERS
 AND THE CONCENTRATED DISCHARGE WILL ERODE THE SOIL. THE
 PRIMARY SCUPPERS WILL NEED TO HAVE CONDUCTOR HEADS AND
 DOWN SPOUTS.
  
 3) (PREVIOUS COMMENT.) PROVIDE STRUCTURAL DETAILS FOR
 THE LEDGERS THAT ARE SUPPORTING THE ROOF TRUSSES. FBC-R
 301.1
  
 4) (PREVIOUS COMMENT.) PROVIDE THE ROOF UPLIFT VALUES
 FOR A 10 SQFT EFFECTIVE WIND AREA. THE ROOF DESIGN
 PRESSURES IN THE TABLE ON SHEET S-3 ARE INCORRECT. THE
 DESIGN PRESSURES FOR THE FLAT ROOF WITH A 132 MPH VASD
 WINDSPEED, A 15' OR LESS MEAN ROOF HEIGHT AND EXPOSURE
 C SHOULD BE AS FOLLOWS: +15.4, -37.9 PSF FOR ROOF ZONE
 1, +15.4, -63.6 PSF FOR ROOF ZONE 2 AND +15.4, -95.7
 PSF FOR ROOF ZONE 3. FBC-R301.2.1
  
 5) (PREVIOUS COMMENT.) PROVIDE SCUPPER SIZING
 CALCULATIONS. FBC 107.2.1 & FBC- PLUMBING 1106.7 SHOW
 ALL CALCULATIONS ON THE PLANS. INCLUDE THE ROOF AREAS
 OF THE ENTRY TOWER THAT DRAIN ONTO THE LOWER ROOF AND
 ONE HALF THE AREA OF THE WALLS OF THE WALLS OF THE
 TOWER THAT ARE ADJACENT TO THE LOWER ROOF.
  
 6) PROVIDE DETAILS OF THE ENCLOSED SCUPPERS WITH
 DIMENSIONS. THE PRIMARY DRAIN SCUPPERS ARE REQUIRED TO
 BE LOCATED LEVEL WITH THE LOWEST PORTION OF THE ROOF.
 FBC 107.2.1
  
 7) (PREVIOUS COMMENT.) R903.4.1 OVERFLOW DRAINS AND
 SCUPPERS. WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW
 WATER IS NOT PROVIDED, OVERFLOW SCUPPERS SHALL BE
 PLACED IN WALLS OR PARAPETS NOT LESS THAN 2 INCHES (51
 MM) NOR MORE THAN 4 INCHES (102 MM) ABOVE THE FINISHED
 ROOF COVERING AND SHALL BE LOCATED AS CLOSE AS
 PRACTICAL TO REQUIRED VERTICAL LEADERS OR DOWNSPOUTS OR
 WALL AND PARAPET SCUPPERS. AN OVERFLOW SCUPPER SHALL BE
 SIZED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,
 PLUMBING. SECONDARY (EMERGENCY) ROOF DRAINS SHALL ALSO
 COMPLY WITH FBC PLUMBING SECTION 1108.3 SIZING OF
 SECONDARY DRAINS. SECONDARY (EMERGENCY) ROOF DRAIN
 SYSTEMS SHALL BE SIZED IN ACCORDANCE WITH SECTION 1106
 BASED ON THE RAINFALL RATE FOR WHICH THE PRIMARY SYSTEM
 IS SIZED IN TABLES 1106.2(1), 1106.2(2), 1106.3 AND
 1106.6. SCUPPERS SHALL BE SIZED TO PREVENT THE DEPTH OF
 PONDING WATER FROM EXCEEDING THAT FOR WHICH THE ROOF
 WAS DESIGNED AS DETERMINED BY SECTION 1101.7. SCUPPERS
 SHALL HAVE AN OPENING DIMENSION OF NOT LESS THAN 4
 INCHES (102 MM). THE FLOW THROUGH THE PRIMARY SYSTEM
 SHALL NOT BE CONSIDERED WHEN SIZING THE SECONDARY ROOF
 DRAIN SYSTEM.
  
 8) IN ORDER TO REDUCE PLAN REVIEW TIME, 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 2017-05-04 Cont ID  
Sent By rmcdouga Date 2017-05-04 Time 18:38 Rev Time 0.00
Received By rmcdouga Date 2017-04-27 Time 10:26 Sent To  
Notes
2017-05-04 11:51:51PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) SUBMIT TWO SETS OF A SURFACE WATER DRAINAGE PLAN
 THAT SHOWS COMPLIANCE WITH FBC-R 401.3 DRAINAGE.
 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER
 CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT
 DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN
 SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE
 SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE
 FIRST 10 FEET (3048 MM).
  
 2) THIS PROJECT IS UNDER THE 2014 FBC. THERE ARE
 REFERENCES TO THE 2010 FBC UNDER THE STRUCTURAL NOTES
 ON SHEET S.1. PLEASE REVISE.
  
 3) SHOW COMPLIANCE WITH FBC-R318.1 FOR TERMITE
 PROTECTION.
  
 4) SHOW COMPLIANCE WITH FBC-R318.5 CONDENSATE LINES,
 IRRIGATION/SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND
 ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT (305
 MM) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY
 UNDERGROUND PIPING, TAIL EXTENSIONS OR SPLASH BLOCKS.
 GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS
 WITH EAVES OF LESS THAN 6 INCHES (152 MM) HORIZONTAL
 PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF
 ABOVE ANOTHER ROOF.
  
 5) THE PLANS DO NOT SPECIFY ANY REINFORCEMENT IN THE 4"
 CONCRETE FLOOR SLAB. DUE TO THE SOIL CONDITIONS, IT IS
 REQUIRED THAT THE SLAB IS LIGHTLY REINFORCED USING 6 X
 6 WELDED WIRE FABRIC. FBC-R506.1 & ACI 332
  
 6) SPECIFY THE SLOPE OF THE HIP ROOF ON THE PLANS.
 FBC107.2.1
  
 7) PROVIDE WINDOW AND DOOR BUCK DETAILS ON THE PLANS.
  
 8) PROVIDE STRUCTURAL DETAILS FOR THE LEDGERS THAT ARE
 SUPPORTING THE ROOF TRUSSES.
  
 9) PROVIDE THE ROOF UPLIFT VALUES FOR A 10 SQFT
 EFFECTIVE WIND AREA.
  
 10) IN THE TABLE ON SHEET S.3 THE ROOF UPLIFT VALUES
 FOR ZONES 2 AND 3 ARE IDENTICAL. THE PARAPET IS
 REQUIRED TO BE 3 FEET HIGH AROUND THE ENTIRE PERIMETER
 OF THE ROOF IN ORDER FOR THE ZONE 2 (PERIMETER)
 PRESSURES TO BE THE SAME AS THE ZONE 3 (CORNER)
 PRESSURES. ACSE 7 - 10.
  
 11) PROVIDE SCUPPER SIZING CALCULATIONS. FBC 107.2.1 &
 FBC- PLUMBING 1106.7
  
 12) R903.4.1 OVERFLOW DRAINS AND SCUPPERS. WHEN OTHER
 MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT PROVIDED,
 OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR PARAPETS
 NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4 INCHES
 (102 MM) ABOVE THE FINISHED ROOF COVERING AND SHALL BE
 LOCATED AS CLOSE AS PRACTICAL TO REQUIRED VERTICAL
 LEADERS OR DOWNSPOUTS OR WALL AND PARAPET SCUPPERS. AN
 OVERFLOW SCUPPER SHALL BE SIZED IN ACCORDANCE WITH THE
 FLORIDA BUILDING CODE, PLUMBING.
  
 13) THE PLANS SHOW LOUVERED WALL ATTIC VENTS ON SHEET
 A.2 AND THE ENERGY FORM SPECIFIES AN UNVENTED ATTIC.
 PLEASE CLARIFY FBC 107.2.1
  
 14) IF THE ATTIC IS VENTED PROVIDE THE NET FREE AREA OF
 THE VENTS AND THE CALCULATIONS FOR MINIMUM VENT AREA
 PER FBC - R806.2
  
 15) IF THIS IS AN UNVENTED ATTIC SHOW THAT IT COMPLIES
 WITH FBC-R806.5 UNVENTED ATTIC AND UNVENTED ENCLOSED
 RAFTER ASSEMBLIES. UNVENTED ATTIC ASSEMBLIES (SPACES
 BETWEEN THE CEILING JOISTS OF THE TOP STORY AND THE
 ROOF RAFTERS) AND UNVENTED ENCLOSED RAFTER ASSEMBLIES
 (SPACES BETWEEN CEILINGS THAT ARE APPLIED DIRECTLY TO
 THE UNDERSIDE OF ROOF FRAMING MEMBERS/RAFTERS AND THE
 STRUCTURAL ROOF SHEATHING AT THE TOP OF THE ROOF
 FRAMING MEMBERS/RAFTERS) SHALL BE PERMITTED IF ALL THE
 FOLLOWING CONDITIONS ARE MET:
  
 1. THE UNVENTED ATTIC SPACE IS COMPLETELY CONTAINED
 WITHIN THE BUILDING THERMAL ENVELOPE.
  
 2. NO INTERIOR CLASS I VAPOR RETARDERS ARE INSTALLED ON
 THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC
 ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED
 ENCLOSED RAFTER ASSEMBLY.
  
 3. WHERE WOOD SHINGLES OR SHAKES ARE USED, A MINIMUM
 1/4- INCH (6 MM) VENTED AIR SPACE SEPARATES THE
 SHINGLES OR SHAKES AND THE ROOFING UNDERLAYMENT ABOVE
 THE STRUCTURAL SHEATHING.
  
 4. IN CLIMATE ZONES 5, 6, 7 AND 8 OF TABLE R301.1 OF
 THE FLORIDA BUILDING CODE, ENERGY CONSERVATION, ANY
 AIRIMPERMEABLE INSULATION SHALL BE A CLASS II VAPOR
 RETARDER, OR SHALL HAVE A CLASS III VAPOR RETARDER
 COATING OR COVERING IN DIRECT CONTACT WITH THE
 UNDERSIDE OF THE INSULATION.
  
 5. EITHER ITEMS 5.1, 5.2 OR 5.3 SHALL BE MET, DEPENDING
 ON THE AIR PERMEABILITY OF THE INSULATION DIRECTLY
 UNDER THE STRUCTURAL ROOF SHEATHING.
  
 5.1. AIR-IMPERMEABLE INSULATION ONLY. INSULATION SHALL
 BE APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE
 STRUCTURAL ROOF SHEATHING.
  
 5.2. AIR-PERMEABLE INSULATION ONLY. IN ADDITION TO THE
 AIR-PERMEABLE INSULATION INSTALLED DIRECTLY BELOW THE
 STRUCTURAL SHEATHING, RIGID BOARD OR SHEET INSULATION
 SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF
 SHEATHING AS SPECIFIED IN TABLE R806.5 FOR CONDENSATION
 CONTROL.
  
 5.3. AIR-IMPERMEABLE AND AIR-PERMEABLE INSULATION. THE
 AIR-IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT
 CONTACT WITH THE UNDERSIDE OF THE STRUCTURAL ROOF
 SHEATHING AS SPECIFIED IN TABLE R806.5 FOR CONDENSATION
 CONTROL. THE AIR-PERMEABLE INSULATION SHALL BE
 INSTALLED DIRECTLY UNDER THE AIR-IMPERMEABLE
 INSULATION.
  
 5.4. WHERE PREFORMED INSULATION BOARD IS USED AS THE
 AIR-IMPERMEABLE INSULATION LAYER, IT SHALL BE SEALED AT
 THE PERIMETER OF EACH INDIVIDUAL SHEET INTERIOR SURFACE
 TO FORM A CONTINUOUS LAYER.
  
 16) SUBMIT THE PRODUCT EVALUATION REPORT OF THE SPRAY
 FOAM INSULATION (IF APPLICABLE). FBC-R316
  
 17) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS
 FOR THOSE PRODUCTS WHICH ARE REGULATED BY FAC
 61G20-3.001 PER FLORIDA STATUTE 553.842 (5) THAT HAVE
 BEEN REVIEWED AND APPROVED IN WRITING BY THE DESIGNER
 OF RECORD. PROVIDE TWO COMPLETE PRODUCT APPROVALS WITH
 FL OR NOA NUMBERS INCLUDING INSTALLATION INSTRUCTIONS
 AND MAXIMUM DESIGN PRESSURES FOR EACH OF THE DIFFERENT
 ROOFING MATERIALS, AND THE CASEMENT WINDOWS.
  
 18) SUBMIT AN ADDITIONAL SET OF PRODUCT APPROVALS FOR
 THE ONES THAT WERE SUBMITTED. TWO SETS ARE REQUIRED.
 FBC 107.3.4
  
 19) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT
 A RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW
 COMMENTS HAS BEEN ADDRESSED.
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2017-04-07 Cont ID  
Sent By jleahy Date 2017-04-07 Time 09:00 Rev Time 0.00
Received By jleahy Date 2017-04-07 Time 09:00 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 1 Status P Date 2017-04-25 Cont ID  
Sent By gjohnson Date 2017-04-25 Time 17:31 Rev Time 0.00
Received By gjohnson Date 2017-04-25 Time 17:31 Sent To  
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 3 Status P Date 2017-06-22 Cont ID  
Sent By fmittner Date 2017-06-22 Time 15:56 Rev Time 0.00
Received By fmittner Date 2017-06-22 Time 15:56 Sent To  
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 2 Status P Date 2017-05-26 Cont ID  
Sent By fmittner Date 2017-05-26 Time 10:46 Rev Time 0.00
Received By fmittner Date 2017-05-26 Time 10:46 Sent To  
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2017-04-07 Cont ID  
Sent By fmittner Date 2017-04-07 Time 11:25 Rev Time 0.00
Received By fmittner Date 2017-04-07 Time 11:25 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2017-07-06 Cont ID  
Sent By rmcdouga Date 2017-07-06 Time 18:27 Rev Time 0.00
Received By rmcdouga Date 2017-07-05 Time 14:43 Sent To  
Notes
2017-07-06 14:45:52IMPACT FEES ROUTED TO RMCDOUGAL
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-06-29 Cont ID  
Sent By rmcdouga Date 2017-06-29 Time 17:48 Rev Time 0.00
Received By rmcdouga Date 2017-06-19 Time 11:19 Sent To  
Notes
2017-06-20 11:19:21RESUB ROUTED TO FMITTNER VIA ZONING INBOX
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-06-09 Cont ID  
Sent By rmcdouga Date 2017-06-09 Time 14:47 Rev Time 0.00
Received By rmcdouga Date 2017-05-23 Time 13:47 Sent To  
Notes
2017-05-24 13:48:07RESUB ROUTED TO FMITTNER VIA ZONING INBOX
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-05-04 Cont ID  
Sent By rmcdouga Date 2017-05-04 Time 18:38 Rev Time 0.00
Received By rmcdouga Date 2017-04-03 Time 14:55 Sent To  
Notes
2017-04-04 14:55:12R26
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2017-07-06 Cont ID  
Sent By rmcdouga Date 2017-07-06 Time 18:00 Rev Time 0.00
Received By rmcdouga Date 2017-07-06 Time 17:57 Sent To  
Notes
2017-07-06 18:00:06MU2017-18581, PAID $9766.49.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-04-27 Cont ID  
Sent By rmcdouga Date 2017-04-27 Time 09:58 Rev Time 0.00
Received By rmcdouga Date 2017-04-27 Time 09:58 Sent To  
Notes
2017-04-27 10:26:18BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT FEES
 MUST BE PAID TO PALM BEACH COUNTY. UPON APPROVAL, ONE
 SET OF PLANS SHALL BE SIGNED OUT AND SUBMITTED TO PALM
 BEACH COUNTY FOR AN IMPACT FEE REVIEW. THE PLANS WITH
 THE IMPACT FEE STAMP AND A COPY OF THE PAID RECEIPT
 MUST BE RETURNED TO THE CITY BUILDING DEPARTMENT BEFORE
 THE BUILDING PERMIT CAN BE ISSUED. FOR INFORMATION CALL
 PALM BEACH COUNTY IMPACT FEES AT (561) 233-5025.
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2017-05-04 Cont ID  
Sent By rmcdouga Date 2017-05-04 Time 11:03 Rev Time 0.00
Received By rmcdouga Date 2017-05-04 Time 11:03 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2017-04-25 Cont ID  
Sent By gjohnson Date 2017-04-25 Time 17:23 Rev Time 0.00
Received By gjohnson Date 2017-04-25 Time 17:23 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2017-06-29 Cont ID  
Sent By rmcdouga Date 2017-06-29 Time 16:44 Rev Time 0.00
Received By rmcdouga Date 2017-06-29 Time 16:43 Sent To  
Notes
2017-06-29 16:53:52GAF BUR SYSTEM, NOA NO.13-1022.15
 PROVISO: SPECIFY THE APPROVED ASSEMBLY, MAXIMUM DESIGN
 PRESSURE AND PROVIDE TWO SETS OF SIGNED AND SEALED RAS
 117 CALCULATIONS FOR ENHANCED FASTENING AS REQUIRED BY
 LIMITATION #7 OF THE NOA. NOTE: THE PLANS SPECIFY 1"
 POLYISOCYANURATE INSULATION AS PART OF THE ROOFING
 ASSEMBLY.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2017-06-06 Cont ID  
Sent By rmcdouga Date 2017-06-06 Time 13:01 Rev Time 0.00
Received By rmcdouga Date 2017-06-06 Time 13:01 Sent To  
Notes
2017-06-06 14:43:48ROOFING MATERIALS-
 NO PRODUCT APPROVALS WERE SUBMITTED FOR THE CLAY TILES
 ON THE 5/12 SLOPED ROOF. ( METHOD OF ATTACHMENT
 REQUIRED)
 NOA NO. 13-1022.15 GAF BUR WAS SUBMITTED FOR THE FLAT
 ROOF ( NEEDS TO SPECIFY THE ASSEMBLY, THE FASTENING
 OPTION, THE DESIGN PRESSURE AND PROVIDE ENHANCED
 FASTENING CALCULATIONS.)
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
2017-05-25 15:58:40ROUTED TO FREDERIKE MITTNER
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2017-05-03 Cont ID  
Sent By rmcdouga Date 2017-05-03 Time 16:12 Rev Time 0.00
Received By rmcdouga Date 2017-05-03 Time 16:12 Sent To  
Notes
2017-05-03 16:13:30NO ROOFING PRODUCT APPROVALS WERE SUBMITTED.
Review Stop Z ZONING
Rev No 2 Status P Date 2017-05-26 Cont ID  
Sent By fmittner Date 2017-05-26 Time 10:46 Rev Time 0.00
Received By fmittner Date 2017-05-26 Time 10:46 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2017-04-07 Cont ID  
Sent By fmittner Date 2017-04-07 Time 11:24 Rev Time 0.00
Received By fmittner Date 2017-04-07 Time 11:24 Sent To  
Notes
***NONE***


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