Plan Review Details - Permit 15120821
Plan Review Stops For Permit 15120821
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2016-03-09 Cont ID  
Sent By jgomez Date 2016-03-09 Time 11:03 Rev Time 0.00
Received By jgomez Date 2016-03-09 Time 11:03 Sent To  
Notes
2016-03-09 11:09:08BUILDING REVIEW APPROVED WITH PROVISO :
 (NOTE: PROVIDE INFORMATION PRIOR TO INSPECTIONS TO
 AVOID CONFLICTS/DELAYS).
  
 1- SECOND FLOOR BALCONY: SEALOFLEX UNDERLAYMENT NOA
 15-0406.03 SUBMITTED:
 A) SPECIFY WHICH APPROVED ASSEMBLY IS GOING TO BE
 INSTALLED.
 B) PROVIDE SIGNED AND SEALED RAS 117 CALCULATIONS AS
 REQUIRED BY GENERAL LIMITATION #7 ON LAST PAGE OF NOA.
  
 2- PROVIDE 2 COPIES OF NOA 15-0529.17 SPECIFIED ON
 DETAIL D OF SHEET #9.
  
 3- REVISE ROOFING SPECIFICATIONS ON SHEETS 8 AND 9.
 SPECIFIED NOA 14-0224.03 IS FOR MODIFIED BITUMEN
 ROOFING ASSEMBLIES NOT ROOF TILE ASSEMBLIES.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-02-23 Cont ID  
Sent By jgomez Date 2016-02-22 Time 17:54 Rev Time 0.00
Received By jgomez Date 2016-02-22 Time 17:42 Sent To  
Notes
2016-02-22 17:57:12NEW SINGLE FAMILY RESIDENCE (R3), SECOND BUILDING
 REVIEW CHECKLIST.
 CODE: FBC-5TH EDITION (2014).
  
 NOTE: SEE ENGINEERING COMMENTS REGARDING THE PROPOSED
 DRAINAGE FLOW SHOWN ON THE SURVEY.
  
 1- GEOTECHNICAL REPORT: THERE ARE STRUCTURAL
 DISCREPANCIES BETWEEN THE GEOTECHNICAL REPORT SUBMITTED
 AND THE ARCHITECTURAL PLANS. THE GEOTECHNICAL REPORT
 STATES A SOIL BEARING CAPACITY OF 2000 PSF, WHILE THE
 ARCHITECTURAL PLANS REQUIRE 2500 PSF SOIL BEARING
 CAPACITY (SEE SHEET 1 AND 7). ALSO, FOOTING SIZES SHOWN
 ON PAGE 2 OF THE GEOTECHNICAL REPORT ARE DIFFERENT FROM
 FOOTING SIZES SHOWN ON THE ARCHITECTURAL PLANS.
 ARCHITECT OF RECORD TO REVIEW THE GEOTECHNICAL REPORT
 AND PROVIDE RESPONSE TO THE GEOTECHNICAL REPORT
 FINDINGS. SEC. 107.2.1.3 CITY AMENDMENTS
  
 2- THERE ARE SOME WINDOWS ON THE SECOND FLOOR WITH THE
 WINDOW SILL LOCATED LESS THAN 24" FROM THE FINISHED
 FLOOR. NEED TO PROVIDE COMPLIANCE WITH THE WINDOW FALL
 PROTECTION AS REQUIRED BY SEC. R312.2 OF
 FBC-RESIDENTIAL, 5TH EDITION (2014). CLEARLY IDENTIFY
 ON PLANS ALL WINDOWS WITH A SILL LESS THAN 24" FROM THE
 FLOOR AND PROVIDE COMPLIANCE WITH THE WINDOW FALL
 PROTECTION REQUIREMENT.
 RESPONSE: MASTER BEDROOM AND BEDROOM #2 SIZE OF WINDOWS
 SHOWN ON THE REAR ELEVATION WERE REVISED. THEY DON'T
 REFLECT THE SIZE SPECIFIED ON PLANS. REVISE AS REQUIRED
 TO COMPLY.
  
 3- NAILING SCHEDULE ON SHEET 5: REVISE NAIL SIZE
 SPECIFIED FOR THE CEILING AND SOFFIT METAL LATH. NAIL
 NEEDS TO HAVE 1-3/4" PENETRATION INTO THE HORIZONTAL
 FRAMING MEMBER. A 1-1/2" NAIL DOESN'T PROVIDE THE
 REQUIRED MIN. EMBEDMENT. SEE ASTM C-1063 AND REVISE AS
 REQUIRED.
 RESPONSE: A 4D NAIL DOESN'T PROVIDE 1-3/4" PENETRATION
 INTO THE WOOD FRAMING MEMBER. A 4D NAIL IS 1-1/2" LONG.
 REVISE AS REQUIRED.
  
 4- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY
 FAC 61G20-3.002(33) FOR:
 A) FIBERGLASS PANEL DOOR (OPAQUE) THAT MEETS THE DESIGN
 PRESSURES CALCULATED BY THE ARCHITECT. FLORIDA PRODUCT
 APPROVAL FL15037.3 SUBMITTED DOESN'T MEET THE
 CALCULATED DESIGN PRESSURES.
 RESPONSE: FLORIDA PRODUCT APPROVAL FL 15037.3 DOESN'T
 MEET THE DESIGN PRESSURES SHOWN ON SHEET 1.
  
 B) UNDERLAYMENT SPECIFIED ON PLANS FOR THE OPEN
 BALCONY. UNDERLAYMENT TO BE DESIGNED TO RECEIVE TILE AS
 SPECIFIED ON PLANS. NOTE: SIGNED AND SEALED RAS 117
 CALCULATIONS MAY BE REQUIRED IF THE PRODUCT APPROVAL
 SUBMITTED DOESN'T MEET THE ARCHITECT'S CALCULATED
 DESIGN PRESSURES.
 RESPONSE: CERTAIN TEED MODIFIED BITUMEN NOA 14-0224.03
 SUBMITTED IS NOT DESIGNED TO RECEIVE TILE FLOORING.
 THIS PRODUCT IS FOR FLAT ROOF SYSTEMS ONLY. ON THE
 OTHER HAND, THE DESIGN PRESSURES FOR SELECTED SYSTEM ON
 SHEET 15 OF 16 ARE TOO LOW. GENERAL LIMITATION #7 ON
 LAST PAGE OF NOA SUBMITTED REQUIRES RAS 117
 CALCULATIONS TO MEET THE CALCULATED DESIGN PRESSURES.
 NEED TO PROVIDE PRODUCT APPROVAL DESIGNED TO RECEIVE
 FLOOR TILE AND SIGNED AND SEALED RAS 117 CALCULATIONS
 MAY BE REQUIRED.
  
 C) PROVIDE PRODUCT APPROVAL FOR THE ROOF TILE
 UNDERLAYMENT SPECIFIED BY THE ARCHITECT ON SHEETS 8 AND
 9. NOTE: UNDERLAYMENT NEEDS TO LIST THE ROOF TILE
 ADHESIVE PRODUCT APPROVAL SUBMITTED. (UNDERLAYMENT
 SPECIFIED ON SHEETS 8 AND 9 LOOKS MORE LIKE A PRODUCT
 USED FOR FLAT ROOFS ASSEMBLIES NOT FOR ROOF TILE
 UNDERLAYMENTS).
  
 5- ARCHITECT OF RECORD TO APPROVE ABOVE PRODUCT
 APPROVALS AS REQUIRED BY SEC. 107.3.4.1 CITY
 AMENDMENTS.
  
 ***PLEASE PROVIDE RESPONSE LETTER ADDRESSING EACH
 COMMENT TO EXPEDITE THE REVIEW PROCESS.
 ***PLEASE REMOVE ANY REVISED SHEET. DON'T STAPLE OLD
 DRAWINGS TO NEW DRAWINGS. SUBMITT OLD DRAWINGS FOR
 REFERENCE.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 (561)805-6712
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-01-21 Cont ID  
Sent By jgomez Date 2016-01-20 Time 18:37 Rev Time 0.00
Received By jgomez Date 2016-01-20 Time 18:37 Sent To  
Notes
2016-01-20 18:42:45NEW SINGLE FAMILY RESIDENCE (R3), BUILDING REVIEW
 COMMENTS.
 CODE: FBC-5TH EDITION (2014).
  
 1- BRING PLANS TO PALM BEACH COUNTY (2300 N. JOG RD.)
 FOR IMPACT FEES ASSESSMENT. BRING BACK COUNTY STAMPED
 PLANS AND COPY OF PAID RECEIPT IF FEES ARE DUE. COUNTY
 IMPACT FEE ORDINANCE OF THE UNIFIED LAND DEVELOPMENT
 CODE.
  
 2- PROVIDE SOIL TEST REPORT (2 COPIES). SEC. R401.4 OF
 FBC-RESIDENTIAL, 5TH EDITION (2014).
  
 3- PROVIDE DRAINAGE PLAN (2 COPIES). SEC. R401.3 OF
 FBC-RESIDENTIAL, 5TH EDITION (2014).
  
 4- SPECIFY THE ATTIC LIVE LOAD AS REQUIRED BY
 FOOT-NOTES "B" AND "G" OF TABLE R301.5 OF
 FBC-RESIDENTIAL, 5TH EDITION (2014). CLEARLY SPECIFY
 THE LIVE LOADS FOR THE TRUSSES TO HAVE STORAGE AND FOR
 THE TRUSSES WITHOUT STORAGE. SEE FOOT-NOTES.
  
 5- DOOR LEADING FROM THE GARAGE TO THE MAIN HOUSE.
 PROVIDE SPECIFICATIONS FOR SELF CLOSING DOOR AS
 REQUIRED BY SEC. R302.5.1 OF FBC-RESIDENTIAL, 5TH
 EDITION (2014).
  
 6- THERE ARE SOME WINDOWS ON THE SECOND FLOOR WITH THE
 WINDOW SILL LOCATED LESS THAN 24" FROM THE FINISHED
 FLOOR. NEED TO PROVIDE COMPLIANCE WITH THE WINDOW FALL
 PROTECTION AS REQUIRED BY SEC. R312.2 OF
 FBC-RESIDENTIAL, 5TH EDITION (2014). CLEARLY IDENTIFY
 ON PLANS ALL WINDOWS WITH A SILL LESS THAN 24" FROM THE
 FLOOR AND PROVIDE COMPLIANCE WITH THE WINDOW FALL
 PROTECTION.
  
 7- A) PROVIDE CONNECTION DETAIL AT BOTH ENDS OF 24" D
 FL. GDR SHOWN ON SHEET 4 TO SUPPORT THE LOFT ABOVE.
 SEC. R301 OF FBC-RESIDENTIAL, 5TH EDITION (2014).
  
 B) SPECIFY COLUMN AT BOTH ENDS OF OF FL. GDR ABOVE.
 SEC. R301 OF FBC-RESIDENTIAL, 5TH EDITION (2014).
  
 8- LEDGER ANCHORING SPECIFICATIONS SHOWN ON LEDGER
 ANCHORING NOTES ON SHEET 5 DON'T MATCH SPECIFICATIONS
 SHOWN ON 2 STORY WALL SECTION SHOWN ON SHEET 8. REVISE
 AS REQUIRED TO MATCH. SEC. 107.2.1 CITY AMENDMENTS.
  
 9- NAILING SCHEDULE ON SHEET 5:
 A) REVISE NAILING SPACING FOR ROOF ZONE #3 TO COMPLY
 WITH SEC. R803.2.3.1 OF FBC-RESIDENTIAL, 5TH EDITION
 (2014).
  
 B) REVISE NAIL SIZE SPECIFIED FOR THE CEILING AND
 SOFFIT METAL LATH. NAIL NEEDS TO HAVE 1-3/4"
 PENETRATION INTO THE HORIZONTAL FRAMING MEMBER. A
 1-1/2" NAIL DOESN'T PROVIDE THE REQUIRED MIN.
 EMBEDMENT. SEE ASTM C-1063 AND REVISE AS REQUIRED.
  
 10- DESIGN PARAMETERS INFORMATION ON SHEET 5: CLARIFY
 WHAT IS THE .7 DEAD LOAD REDUCTION FACTOR FOR?. WHERE
 IN THE CODE IS THIS REDUCTION ALLOWED?. SEC. 107.2.1
 CITY AMENDMENTS.
  
 11- DESIGNER OF RECORD TO SPECIFY ROOF TILE FASTENING
 METHOD AS REQUIRED BY SEC. 107.2.1.2 CITY AMENDMENTS.
 IF USING ADHESIVE, THEN PROVIDE PRODUCT APPROVAL. IF
 USING NAILS, THEN SPECIFY TYPE, SIZE AND NUMBER OF
 NAILS.
  
 12- SPECIFICATIONS ON GARAGE DOOR ANCHOR DETAIL ON
 SHEET 3 DON'T MATCH SPECIFICATIONS ON GARAGE DOOR
 ATTACHMENT ON SHEET 6. REVISE AS REQUIRED TO MATCH.
 SEC. 107.2.1 CITY AMENDMENTS.
  
 13- UPDATE FLASHING SPECIFICATIONS ON THE WINDOW DETAIL
 ON SHEET 6. THE CURRENT CODE IS THE FBC-RESIDENTIAL,
 5TH EDITION (2014) NOT 2010 FBC.
  
 14- UPDATE CODE SECTIONS SPECIFIED ON THE INTERIOR
 RAILING DETAIL AND INTERIOR STAIR DETAIL ON SHEET 6.
 ALSO, UPDATE INFORMATION SHOWN ON RAILING DETAIL ON
 SHEET 9. SEE FBC-RESIDENTIAL, 5TH EDITION (2014) FOR
 CORRECT CODE SECTIONS AND REVISE AS REQUIRED.
  
 15- GUARDRAIL SHOWN ON THE OPEN BALCONY ON REAR
 ELEVATION ON SHEET 6 DOESN'T COMPLY WITH THE OPENING
 LIMITATIONS OF SEC. R312.1.3 OF FBC-RESIDENTIAL, 5TH
 EDITION (2014). REVISE AS REQUIRED. PROVIDE DIMENSIONS
 FOR ALL OPENINGS ON THE DESIGN SHOWN.
  
 16- UPDATE THE CODES AND STANDARDS INFORMATION ON SHEET
 7. THE CURRENT CODE IS THE FBC-5TH EDITION (2014).
  
 17- WALL SECTIONS ON SHEET 8: SPECIFY THE CLEARANCE
 BETWEEN THE EXTERIOR WALL COVERING AND FINAL EARTH
 GRADE AS REQUIRED BY SEC. R318.7 OF FBC-RESIDENTIAL,
 5TH EDITION (2014).
  
 18- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY
 FAC 61G20-3.002(33) FOR:
 A) FIBERGLASS DOOR THAT MEETTS THE DESIGN PRESSURES
 CALCULATED BY THE ARCHITECT. FLORIDA PRODUCT APPROVAL
 FL15037.3 SUBMITTED DOESN'T MEET THE CALCULATED DESIGN
 PRESSURES.
  
 B) FRENCH DOORS THAT MEETS THE DESIGN PRESSURES
 CALCULATED BY THE ARCHITECT. FLORIDA PRODUCT APPROVAL
 FL7630.4 SUBMITTED DOESN'T MEET THE CALCULATED DESIGN
 PRESSURES.
  
 C) OVERHEAD GARAGE DOORS THAT MEETS THE DESIGN
 PRESSURES CALCULATED BY THE ARCHITECT. FLORIDA PRODUCT
 APPROVAL FL16107-R8 SUBMITTED DOESN'T MEET THE
 CALCULATED DESIGN PRESSURES.
  
 D) ROOF TILE ADHESIVE IF SPECIFIED BY THE ARCHITECT OF
 RECORD. SEE ROOF TILE PRODUCT APPROVAL FOR LISTED
 ADHESIVES.
  
 E) SINGLE HUNG WINDOWS THAT MEETS THE DESIGN PRESSURES
 CALCULATED BY THE ARCHITECT. NOA 15-0519.08 SUBMITTED
 DOESN'T MEET THE CALCULATED DESIGN PRESSURES.
  
 F) PRECAST LINTELS AS SPECIFIED ON PLANS.
  
 G) ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON
 PLANS. NOTE: PROVIDE ONLY THE FLORIDA PRODUCT APPROVAL
 COVER PAGE AND PAGE SHOWING THE SPECIFIED CONNECTOR OR
 LIST THE FLORIDA PRODUCT APPROVAL NUMBER ON EACH
 SPECIFIED CONNECTOR ON PLANS.
  
 H) ALL SHUTTERS SHOWN ON FRONT ELEVATION. AND, PROVIDE
 COMPLETE INSTALLATION SCHEDULE.
  
 I) UNDERLAYMENT SPECIFIED ON PLANS FOR THE OPEN
 BALCONY. UNDERLAYMENT TO BE DESIGNED TO RECEIVE TILE AS
 SPECIFIED ON PLANS. NOTE: SIGNED AND SEALED RAS 117
 CALCULATIONS MAY BE REQUIRED IF THE PRODUCT APPROVAL
 SUBMITTED DOESN'T MEET THE ARCHITECT'S CALCULATED
 DESIGN PRESSURES.
  
 19- ARCHITECT OF RECORD TO APPROVE IN WRITING (NOT
 SIGNING AND SEALING) ALL PRODUCT APPROVALS AS REQUIRED
 BY SEC. 107.3.4.1 CITY AMENDMENTS.
  
 20- ICYNENE INSULATION SPECIFIED ON PLANS: PROVIDE
 ICYNENE ICC EVALUATION REPORT. AND ARCHITECT TO REVIEW
 AND APPROVE PRIOR TO SUBMITTAL. SEC. R316 OF
 FBC-RESIDENTIAL, 5TH EDITION (2014).
  
 21- CLARIFY WHY SUBMITTING A FLOOD ZONE ELEVATION
 CERTIFICATE. THIS PROPERTY IS NOT LOCATED IN A FLOOD
 ZONE. PROPERTY IS LOCATED IN FLOOD ZONE "C". ELEVATION
 CERTIFICATE IS NOT REQUIRED. SEC. 107.2.1 CITY
 AMENDMENTS.
  
 ***PLEASE PROVIDE RESPONSE LETTER ADDRESSING EACH
 COMMENT TO EXPEDITE THE REVIEW PROCESS.
 ***PLEASE REMOVE ANY REVISED SHEET. DON'T STAPLE OLD
 DRAWINGS. SUBMITT OLD DRAWINGS FOR REFERENCE.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 (561)805-6712
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2016-01-25 Cont ID  
Sent By mvaldes Date 2016-01-25 Time 16:03 Rev Time 0.00
Received By mvaldes Date 2016-01-25 Time 16:03 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status N Date 2016-03-09 Cont ID  
Sent By jgomez Date 2016-03-09 Time 16:26 Rev Time 0.00
Received By jgomez Date 2016-03-09 Time 16:26 Sent To  
Notes
2016-03-09 16:31:59SURVEY SUBMITTED SHOWS ARROWS WITH THE PROPOSED
 DRAINAGE FLOW TO BE CONTAINED WITHIN THE PROPERTY. JG.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2016-02-23 Cont ID  
Sent By Mgonzale Date 2016-02-23 Time   Rev Time 1.00
Received By mgonzale Date 2016-02-23 Time   Sent To I
Notes
2016-02-23 10:13:12FAILED-
  
 #1 HOUSE PLANS SHOWS DRAINAGE FLOW PATTERN UNTO
 ADJACENT PROPERTY CITY ROW. PLEASE REVIEW.
  
 CITY ORDINANCE 3132-98, SECTION 32-18(A): "...IT SHALL
 BE UNLAWFUL FOR ANY PERSON TO DIRECTLY OR INDIRECTLY
 DEPOSIT, DISCHARGE, SPILL, OR DUMP INTO ANY OF THE
 PUBLIC WATERS OR MUNICIPAL SEPARATE STORM SEWER SYSTEM
 WITHIN THE CITY, ANY SUBSTANCE OTHER THAN THAT COMPOSED
 ENTIRELY OF STORM WATER." AND, SECTION 32-18(C): "NO
 PERSON MAY MAINTAIN, USE OR ESTABLISH ANY DIRECT OR
 INDIRECT CONNECTION TO THE STORM WATER SYSTEM THAT
 RESULTS IN ANY DISCHARGE IN VIOLATION OF THIS
 ORDINANCE. THIS PROHIBITION IS RETROACTIVE AND APPLIES
 TO CONNECTIONS MADE IN THE PAST, REGARDLESS OF WHETHER
 MADE UNDER A PERMIT, OR OTHER AUTHORIZATION, OR WHETHER
 PERMISSIBLE UNDER LAWS OR PRACTICES APPLICABLE OR
 PREVAILING AT THE TIME THE CONNECTION WAS MADE."
  
 REF:
 CHAPTER 62.302, F.A.C. EFFECTIVELY STATES THAT THE SITE
 IS NOT ALLOWED TO DISCHARGE ANY QUANTITY OF WATER THAT
 VIOLATES STATE WATER QUALITY STANDARDS.
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-03-09 Cont ID  
Sent By jgomez Date 2016-03-09 Time 16:32 Rev Time 0.00
Received By jgomez Date 2016-02-29 Time 12:58 Sent To  
Notes
2016-02-29 12:58:25R28
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-02-23 Cont ID  
Sent By jgomez Date 2016-02-23 Time 13:38 Rev Time 0.00
Received By jgomez Date 2016-02-10 Time 09:49 Sent To  
Notes
2016-02-11 09:49:29RESUB ROUTED TO JGOMEZ
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-01-25 Cont ID  
Sent By lmarchan Date 2016-01-25 Time 16:26 Rev Time 0.00
Received By lmarchan Date 2015-12-29 Time 10:38 Sent To  
Notes
2015-12-29 10:39:00R08
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2016-02-22 Cont ID  
Sent By jgomez Date 2016-02-22 Time 18:05 Rev Time 0.00
Received By jgomez Date 2016-02-22 Time 18:05 Sent To  
Notes
2016-02-22 18:06:38$417.24 PAID. MU-2016-3037.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-01-20 Cont ID  
Sent By jgomez Date 2016-01-20 Time 18:42 Rev Time 0.00
Received By jgomez Date 2016-01-20 Time 18:42 Sent To  
Notes
2016-01-20 18:43:141- BRING PLANS TO PALM BEACH COUNTY (2300 N. JOG RD.)
 FOR IMPACT FEES ASSESSMENT. BRING BACK COUNTY STAMPED
 PLANS AND COPY OF PAID RECEIPT IF FEES ARE DUE. COUNTY
 IMPACT FEE ORDINANCE OF THE UNIFIED LAND DEVELOPMENT
 CODE.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2016-01-22 Cont ID  
Sent By jgomez Date 2016-01-22 Time 11:38 Rev Time 0.00
Received By jgomez Date 2016-01-22 Time 11:22 Sent To E
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2016-01-15 Cont ID  
Sent By tklarge Date 2016-01-15 Time 04:48 Rev Time 0.00
Received By tklarge Date 2016-01-15 Time 04:18 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2016-03-09 Cont ID  
Sent By jgomez Date 2016-03-09 Time 18:09 Rev Time 0.00
Received By jgomez Date 2016-03-09 Time 18:09 Sent To  
Notes
2016-03-09 18:10:05APPROVED WITH PROVISO :
 (NOTE: PROVIDE INFORMATION PRIOR TO INSPECTIONS TO
 AVOID CONFLICTS/DELAYS).
  
 1- SECOND FLOOR BALCONY: SEALOFLEX UNDERLAYMENT NOA
 15-0406.03 SUBMITTED:
 A) SPECIFY WHICH APPROVED ASSEMBLY IS GOING TO BE
 INSTALLED.
 B) PROVIDE SIGNED AND SEALED RAS 117 CALCULATIONS AS
 REQUIRED BY GENERAL LIMITATION #7 ON LAST PAGE OF NOA.
  
 2- PROVIDE 2 COPIES OF NOA 15-0529.17 SPECIFIED ON
 DETAIL D OF SHEET #9.
  
 3- REVISE ROOFING SPECIFICATIONS ON SHEETS 8 AND 9.
 SPECIFIED NOA 14-0224.03 IS FOR MODIFIED BITUMEN
 ROOFING ASSEMBLIES NOT ROOF TILE ASSEMBLIES.
  
  
 APPROVED NOAS:
 1) ROOFING TILES FL7804-R8.
 2) ROOF TILE ADHESIVE FL6276-R4.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2016-02-23 Cont ID  
Sent By jgomez Date 2016-02-23 Time 13:35 Rev Time 0.00
Received By jgomez Date 2016-02-23 Time 13:35 Sent To  
Notes
2016-02-23 13:36:38 
 1- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY
 FAC 61G20-3.002(33) FOR:
 A) UNDERLAYMENT SPECIFIED ON PLANS FOR THE OPEN
 BALCONY. UNDERLAYMENT TO BE DESIGNED TO RECEIVE TILE AS
 SPECIFIED ON PLANS. NOTE: SIGNED AND SEALED RAS 117
 CALCULATIONS MAY BE REQUIRED IF THE PRODUCT APPROVAL
 SUBMITTED DOESN'T MEET THE ARCHITECT'S CALCULATED
 DESIGN PRESSURES.
 RESPONSE: CERTAIN TEED MODIFIED BITUMEN NOA 14-0224.03
 SUBMITTED IS NOT DESIGNED TO RECEIVE TILE FLOORING.
 THIS PRODUCT IS FOR FLAT ROOF SYSTEMS ONLY. ON THE
 OTHER HAND, THE DESIGN PRESSURES FOR SELECTED SYSTEM ON
 SHEET 15 OF 16 ARE TOO LOW. GENERAL LIMITATION #7 ON
 LAST PAGE OF NOA SUBMITTED REQUIRES RAS 117
 CALCULATIONS TO MEET THE CALCULATED DESIGN PRESSURES.
 NEED TO PROVIDE PRODUCT APPROVAL DESIGNED TO RECEIVE
 FLOOR TILE AND SIGNED AND SEALED RAS 117 CALCULATIONS
 MAY BE REQUIRED.
  
 B) PROVIDE PRODUCT APPROVAL FOR THE ROOF TILE
 UNDERLAYMENT SPECIFIED BY THE ARCHITECT ON SHEETS 8 AND
 9. NOTE: UNDERLAYMENT NEEDS TO LIST THE ROOF TILE
 ADHESIVE PRODUCT APPROVAL SUBMITTED. (UNDERLAYMENT
 SPECIFIED ON SHEETS 8 AND 9 LOOKS MORE LIKE A PRODUCT
 USED FOR FLAT ROOFS ASSEMBLIES NOT FOR ROOF TILE
 UNDERLAYMENTS).
  
 2- ARCHITECT OF RECORD TO APPROVE ABOVE PRODUCT
 APPROVALS AS REQUIRED BY SEC. 107.3.4.1 CITY
 AMENDMENTS.
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2016-01-22 Cont ID  
Sent By jgomez Date 2016-01-22 Time 11:19 Rev Time 0.00
Received By jgomez Date 2016-01-22 Time 11:19 Sent To  
Notes
2016-01-22 11:22:101- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY
 FAC 61G20-3.002(33) FOR:
 A) ROOF TILE ADHESIVE IF SPECIFIED BY THE ARCHITECT OF
 RECORD. SEE ROOF TILE PRODUCT APPROVAL FOR LISTED
 ADHESIVES.
  
 B) UNDERLAYMENT SPECIFIED ON PLANS FOR THE OPEN
 BALCONY. UNDERLAYMENT TO BE DESIGNED TO RECEIVE TILE AS
 SPECIFIED ON PLANS. NOTE: SIGNED AND SEALED RAS 117
 CALCULATIONS MAY BE REQUIRED IF THE PRODUCT APPROVAL
 SUBMITTED DOESN'T MEET THE ARCHITECT'S CALCULATED
 DESIGN PRESSURES.
  
 2- ARCHITECT OF RECORD TO APPROVE IN WRITING (NOT
 SIGNING AND SEALING) ALL PRODUCT APPROVALS AS REQUIRED
 BY SEC. 107.3.4.1 CITY AMENDMENTS.
  
Review Stop Z ZONING
Rev No 2 Status P Date 2016-03-02 Cont ID  
Sent By ajones Date 2016-03-02 Time 17:24 Rev Time 0.00
Received By ajones Date 2016-03-02 Time 17:24 Sent To  
Notes
2016-02-22 17:22:08NEW DRAWINGS SUBMITTED. JG.
Review Stop Z ZONING
Rev No 1 Status P Date 2016-01-13 Cont ID  
Sent By sgraham Date 2016-01-13 Time 15:06 Rev Time  
Received By sgraham Date 2016-01-13 Time   Sent To  
Notes
***NONE***


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