Plan Review Details - Permit 07090673
Plan Review Stops For Permit 07090673
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status P Date 2008-12-31 Cont ID  
Sent By shill Date 2008-12-31 Time 09:55 Rev Time 0.00
Received By shill Date 2008-12-31 Time 09:55 Sent To  
Notes
2008-12-31 09:56:09REVISION (ADDED STORM PANELS, REVISE DP THROUGH LETTER)
 OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status F Date 2008-11-17 Cont ID  
Sent By shill Date 2008-11-17 Time 14:17 Rev Time 0.00
Received By shill Date 2008-11-17 Time 14:17 Sent To  
Notes
2008-11-17 14:21:13****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2004
 FBC EB FLORIDA BUILDING CODE 2004 EXISTING BUILDING
 CODE
 FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL
 FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
 FAC FLORIDA ADMINISTRATIVE CODE
 FS FLORIDA STATUTE
  
 1-4. ADDRESSED THROUGH EMAILS.
  
 PLEASE REVISE THE INSTALLATION SCHEDULE; ADDRESS THE
 FOLLOWING, AND INCLUDE THE ROOF PANELS:
  
 5. ENGINEER HAS SPECIFIED 3 1/2" SHUTTER GLASS
 SEPARATION. BASED ON FIELD CONDITIONS, IS THIS
 POSSIBLE? PLEASE CONTACT ME TO DISCUSS.
  
 6. A 2" EDGE DISTANCE REQUIRES A FACTOR OF .5; SEE
 SHEET 10 OF 15 OF THE NOA. IT IS NOT CLEAR WHICH
 ANCHORS ARE BEING USED; INSTALLATION SCHEDULE SHOULD
 SPECIFY AN ANCHOR WHICH IS INCLUDED IN THE NOA FOR
 ANCHORS INTO CONCRETE. I CANNOT DETERMINE WHETHER OR
 NOT THE FACTOR WAS APPLIED.
  
 7. PLEASE HAVE THE ENGINEER CONFIRM THAT THE STRUCTURE
 CAN ACCOMODATE THE ADDITIONAL WEIGHT OF THE PANELS AND
 THAT THERE WILL NOT BE ANY WATER INTRUSION ISSUES.
 ANCHORS FOR TRACKS ARE TYPICALLY INSTALLED INTO
 CONCRETE, BLOCK, OR WOOD AROUND WINDOW AND DOOR
 OPENINGS. IN THIS CASE, IT APPEARS THAT THE ANCHORS
 WILL BE INSTALLED IN THE METAL STRUCTURE. EMBEDMENT
 REQUIREMENTS FOR ANCHORS INTO ALUMINUM IS NOT CLEAR. IN
 THE CASE OF BLOCK, CONCRETE, AND WOOD, THE ANCHORS DO
 NOT PENETRATE BEYOND THE OPPOSITE SIDE OF THE SUBSTRATE
 FACE.
  
 8. ADDRESSED.
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status F Date 2008-10-22 Cont ID  
Sent By shill Date 2008-10-22 Time 12:05 Rev Time 0.00
Received By shill Date 2008-10-22 Time 12:05 Sent To  
Notes
2008-10-22 12:11:29***CORRECTIONS - (RESPONSE TO COMMENTS SENT VIA
 EMAIL)***
 ***RESUBMITTAL WILL BE ACCEPTED BY EMAIL FOR
 PRELIMINARY REVIEW, BUT ORIGINALS REQUIRED FOR REVISION
 ISSUANCE***
  
 THE EMAIL GIVES THE ENGINEER'S RESPONSES, BUT DOES NOT
 STATE HOW HE WILL ADDRESS THE COMMENTS. I ASSUME THAT
 HE UNDERSTANDS THAT THE INSTALLATION SCHEDULE IS TO BE
 REVISED. PLEASE GIVE THE ENGINEER THE FOLLOWING
 INFORMATION IN RESPONSE TO YOUR EMAIL:
  
 1. PRODUCT APPROVALS GIVE THE PRODUCT'S DESIGN PRESSURE
 LIMITATIONS. DESIGN PRESSURES FOR THE JOB ARE TO BE
 DETERMINED BY THE DESIGNER OF RECORD. FBC R301. USING
 THE DESIGN PRESSURES SPECIFIED BY DESIGNER OF RECORD
 (OR TABLE R301.2(2)), THE PRODUCT MUST MEET THE DOR'S
 MINIMUM REQUIREMENTS.
  
 2. A 2/12 PITCH ROOF HAS A ROOF ANGLE OF APPROXIMATELY
 9.46 DEGREES. PROVIDE INFORMATION TO SHOW THAT THE
 -57.3PSF "WORST CASE" DECLARED APPLIES TO THE ROOF. SEE
 FBC TABLE R301.2(2) AND (3). PLEASE PROVIDE ALL
 INFORMATION ON THE INSTALLATION SCHEDULE; FOR INSTANCE,
 OPENING SIZE. THE GLAZED ROOF PANELS ARE APPROXIMATELY
 12 SF. IT IS NOT CLEAR WHAT SIZE HURRICANE SHUTTER
 PANELS WILL BE INSTALLED. THIS INFORMATION IS REQUIRED
 TO DETERMINE DESIGN PRESSURES UNLESS YOU USE "WORST
 CASE" FOR ROOF, WHICH WOULD BE -107.69PSF.
  
 3. THE SHUTTER CONNECTION DETAIL FL10895 SHOWS
 POLYCARBONATE PANELS RATHER THAN ALUMIMUM AS PROPOSED
 FOR THIS JOB. ALSO, THE ENGINEERING ADDRESSES WALL
 PRESSURES, BUT NOT ROOF PRESSURES. THE FPA IS HELPFUL
 BUT ENGINEERING IS STILL REQUIRED AS THE SPECIFICATIONS
 OF THE FPA ARE NOT BEING FOLLOWED.
  
 4. OK; I HAVEN'T RECEIVED THE SUBMITTAL (NEW NOAS) YET
 BUT LOOKED AT IT ON THE INTERNET. THIS APPEARS
 ACCEPTABLE, SUBJECT TO RESOLUTION OF ROOF DESIGN
 PRESSURES. THE PRODUCT HAS A LIMITATION OF -70PSF. IF
 THE ENGINEER CAN JUSTIFY DESIGN PRESSURES OF -70PSF OR
 LOWER FOR ROOF COMPONENT & CLADDING, THIS NOA WILL BE
 ACCEPTABLE. LET ME KNOW IF YOU NEED ASSISTANCE.
  
 IT SEEMS THAT THE ONLY OUTSTANDING ISSUE IS THE DESIGN
 PRESSURE FOR THE ROOF COMPONENTS & CLADDING (STORM
 PANELS). PLEASE HAVE THE ENGINEER CLARIFY HOW HE'S
 ARRIVED AT -57.3, OR (IF THIS IS FOR WALLS ONLY)
 SPECIFY DESIGN PRESSURES FOR THE ROOF COMPONENTS &
 CLADDING. THANK YOU AGAIN FOR YOUR CONTINUING
 COOPERATION.
  
 REGARDS,
  
 SAMANTHA M. HILL
 BUILDING PLANS EXAMINER
 561-805-6724
 CONSTRUCTION SERVICES DEPARTMENT
  
 CONTRACTOR'S EMAIL, FOR REFERENCE:
  
 "JOE"
 10/21/2008 02:21 PM
 TO
 
 CC
  
 SUBJECT
 CURRIER SUNROOM PROJECT PERMIT NUMBER 07090673
  
  
 MS. HILL,
  
 HOPE ALL IS WELL. I REVIEWED THE COMMENTS WITH MY
 ENGINEER AND THESE ARE THE ANSWERS TO THEM I WILL ALSO
 BE DROPPING OFF THE 2 PRODUCT APPROVALS ONE FOR THE
 PANELS THAT IS NOT EXPIRED AND I DO APOLOGIZE FOR THAT
 AND THE OTHER FOR THE SHUTTER CONNECTIONS TO THE
 SUNROOM IN WHICH I SPOKE TO YOU ABOUT AND I TOLD YOU I
 WOULD GIVE YOU. IF YOU HAVE ANY QUESTIONS OR COMMENTS
 PLEASE EITHER CALL ME ON MY CELL 516 807 5194 OR E-MAIL
 ME AT [email protected]
  
 COMMENT 1:
 PRESSURES ON PAGE 1 OF THE DRAWINGS ARE FOR THE ROOM
 DESIGN ONLY. THE STORM PANEL PRESSURES WERE NOT LISTED
 ON THE DRAWINGS, SINCE IT WAS THOUGHT TO BE TAKEN CARE
 OF WITHIN THE PRODUCT APPROVALS (SEE FL10895 R0 AE
 307005). HOWEVER THE PRESSURES FOR THE STORM PANELS
 NEED TO MEET 57.3 PSF FOR 140 MPH EXPOSURE C COMPONENTS
 AND CLADDING (WORST CASE DESIGN).
  
 COMMENT 2:
 THE ROOF PITCH OF THIS ROOM IS ROUGHLY 2 ON 12.
  
 COMMENT 3:
 PLEASE NOTE JOE IS CHANGING THE PANEL TO FL-7226.1.
 THE INSTALLATION SCHEDULE INCLUDES ONE OPENING WHICH
 SHOULD HAVE BEEN DONE FOR THE WORST CASE FOR BOTH SIZE
 AND PRESSURE DESIGN. THE PRESSURE SHOULD BE 57.3 (+/-).
 SHUTTER MOUNTING CONNECTION SHOULD BE BASED ON SECTION
 3 ON SHEET 2. SHUTTER GLASS SEPARATION NEEDS TO BE 3?
 MIN. SHUTTER SPAN IS A MAX. OF 8?-6? ON THE GABLE ENDS
 AND 6?-10? ON THE FRONT WALLS, INSTALLED VERTICALLY.
 MIN. EDGE DISTANCE IS 2? WHICH HAS THE REDUCTION OF
 0.5. THE SPACING IN THE CHART FOR THE 66 PSF, -72 PSF
 MAX. PRESSURE REQUIREMENTS FOR TAPCONS INTO CONCRETE AT
 THE ?BOTTOM? PORTION OF DETAIL ?3? IS 12? O.C.
 THEREFORE AFTER THE REDUCTION THE SCREWS MUST BE 6?
 O.C. SPACING MAX.
 THE TOP CONNECTION IS BASED ON FL-10895.1, NOT 7226.1.
 #10 X 3/4" SELF DRILLING SCREW AT 6? O.C. MAX IS
 REQUIRED. THE CALCULATION OF PRESSURES ARE FOUND WITHIN
 THE EVALUATION REPORT FL10895 R0 AE 307005.
  
 COMMENT 4:
 JOE HAS NEW NOA FOR PANELS. AND WILL PROVIDE YOU WITH
 THE OTHER PRODUCT APPROVAL AS WELL.
  
 COMMENT 5:
 THE GLASS SEPARATION WILL BE 3-1/2? BASED ON THE
 EXTRUSION WITH A 3? MAX LEG (DETAIL 3 ON SHEET 1A), AND
 THE GLASS SITS BACK OFF THE WALL 1/2". ALTHOUGH WITH
 THE NEW PRODUCT REPORT 7226.1 THE SEPARATION NEED ONLY
 BE 3?.
  
 COMMENT 6:
 SEE COMMENT 3 RESPONSE WHICH SHOW THE FASTENERS USED
 AND THAT THE FACTOR WAS APPLIED TO THE TAPCON.
  
 COMMENT 7:
 THE SUNROOM CAN ACCOMMODATE THE ADDITIONAL PANEL WEIGHT
 AND THERE WILL NOT BE ANY WATER INTRUSION ISSUES.
 SEE FL-10895.1 AND THE RESPONSE TO COMMENT 3 FOR THE
 SCHEDULE OF FASTENERS INTO THE ALUMINUM AT THE TOP
 CONNECTION POINT.
  
 COMMENT 8:
 NO ALTERNATIVE DESIGN OPTION NEED BE DISCUSSED.
  
  
 REGARDS,
 JOE HERRMANN
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2008-10-16 Cont ID  
Sent By shill Date 2008-10-16 Time 16:10 Rev Time 0.00
Received By shill Date 2008-10-16 Time 16:10 Sent To  
Notes
2008-10-16 16:54:41****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2004
 FBC EB FLORIDA BUILDING CODE 2004 EXISTING BUILDING
 CODE
 FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL
 FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
 FAC FLORIDA ADMINISTRATIVE CODE
 FS FLORIDA STATUTE
  
 1. PLEASE EXPLAIN DESIGN PRESSURES SPECIFIED FOR STORM
 PANELS, +-32, AND ROOF DESIGN PRESSURES ON THE PLAN,
 -31.3. IT APPEARS THAT THEY ARE MWRS PRESSURES. STORM
 PANELS SHOULD USE COMPONENT & CLADDING PRESSURES. SEE
 FBC R TABLE 301.2(2). ZONE 3.
  
 2. PLEASE CLARIFY ROOF PITCH, FBC R TABLE 301.2(2).
  
 3. THE INSTALLATION SCHEDULE INCLUDES ONLY ONE OPENING
 AND STATES THAT THIS IS "WORST CASE", 6X7. SEE OTHER
 COMMENTS. THIS MAY BE "WORST CASE" FOR SPAN, BUT IS NOT
 WORST CASE FOR DESIGN PRESSURES. THE ROOF PANELS APPEAR
 TO BE APPROXIMATELY 12SF; EXPOSURE C HAS BEEN DECLARED
 AS WELL AS AN IMPORTANCE FACTOR OF 1. PLEASE REVISE
 INSTALLATION SCHEDULE TO REFLECT CORRECT DESIGN
 PRESSURES.
  
 4. THE PRODUCT APPROVAL FOR THE STORM PANELS WAS NOT
 SUBMITTED. I HAVE PRINTED THIS FOR YOU; HOWEVER, IN THE
 FUTURE, PLEASE BE SURE THAT TWO COPIES OF ALL PRODUCT
 APPROVALS ARE INCLUDED. THE NOA 05-0926.03 IS EXPIRED
 (8/7/2008).
  
 5. ENGINEER HAS SPECIFIED 3 1/2" SHUTTER GLASS
 SEPARATION. BASED ON FIELD CONDITIONS, IS THIS
 POSSIBLE? PLEASE CONTACT ME TO DISCUSS.
  
 6. A 2" EDGE DISTANCE REQUIRES A FACTOR OF .5; SEE
 SHEET 10 OF 15 OF THE NOA. IT IS NOT CLEAR WHICH
 ANCHORS ARE BEING USED; INSTALLATION SCHEDULE SHOULD
 SPECIFY AN ANCHOR WHICH IS INCLUDED IN THE NOA FOR
 ANCHORS INTO CONCRETE. I CANNOT DETERMINE WHETHER OR
 NOT THE FACTOR WAS APPLIED.
  
 7. PLEASE HAVE THE ENGINEER CONFIRM THAT THE STRUCTURE
 CAN ACCOMODATE THE ADDITIONAL WEIGHT OF THE PANELS AND
 THAT THERE WILL NOT BE ANY WATER INTRUSION ISSUES.
 ANCHORS FOR TRACKS ARE TYPICALLY INSTALLED INTO
 CONCRETE, BLOCK, OR WOOD AROUND WINDOW AND DOOR
 OPENINGS. IN THIS CASE, IT APPEARS THAT THE ANCHORS
 WILL BE INSTALLED IN THE METAL STRUCTURE. EMBEDMENT
 REQUIREMENTS FOR ANCHORS INTO ALUMINUM IS NOT CLEAR. IN
 THE CASE OF BLOCK, CONCRETE, AND WOOD, THE ANCHORS DO
 NOT PENETRATE BEYOND THE OPPOSITE SIDE OF THE SUBSTRATE
 FACE.
  
 8. PLEASE CONTACT ME TO DISCUSS ALTERNATE DESIGN
 OPTIONS. CONTRACTOR HAS BEEN TELEPHONED. THIS PROJECT
 WILL BE HELD AT MY DESK FOR THREE BUSINESS DAYS PENDING
 RESOLUTION. A RESUBMITTAL OF REVISED PAPERWORK MAY BE
 SUBMITTED FOR PRELIMINARY REVIEW BY EMAIL,
 [email protected]. ORIGINAL SIGNED, SEALED DOCUMENTS WILL
 BE REQUIRED FOR REVISION ISSUANCE. THANK YOU FOR YOUR
 CONTINUED EFFORTS TO GET THIS MATTER RESOLVED.
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2008-07-10 Cont ID  
Sent By shill Date 2008-07-10 Time 08:21 Rev Time 0.00
Received By shill Date 2008-07-09 Time 16:48 Sent To  
Notes
2008-07-10 08:21:39****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBCFLORIDA BUILDING CODE 2004
 FBC EBFLORIDA BUILDING CODE 2004 EXISTING BUILDING
 CODE
 FBC RFLORIDA BUILDING CODE 2004 RESIDENTIAL FBC*
 CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
  
 FAC FLORIDA ADMINISTRATIVE CODE
 FSFLORIDA STATUTE
  
 1.SEE ISSUED PLAN PROVISO AND PREVIOUS LISTS.A
 REVISION FEE IS REQUIRED.A REVISION FEE HAS BEEN
 ADDED.PLEASE NOTE THAT UNDER NORMAL CONDITIONS, THE
 PLAN REVIEW WOULD NOT BE DONE UNTIL ALL FEES HAVE BEEN
 PAID.THIS IS THE SECOND TIME THAT THIS REVISION WAS
 SUBMITTED AS A SUBMITTAL; THEREFORE, TWO REVISION FEES
 HAVE BEEN ADDED.THIS MAY BE PAID ONLINE.PLEASE NOTE
 THAT ONE PRODUCT APPROVAL IS CONSIDERED ONE PAGE FOR
 THE PURPOSE OF REVISION FEES.
  
 2.FBC 301.2.1.2, IMPACT PROTECTION IS REQUIRED.
 PLEASE ALSO SEE STATE OF FLORIDA BUILDING COMMISSION
 DECLARATORY STATEMENT DCA06-DEC-014,
 WWW.FLORIDABUILDING.ORG/UPLOAD/CODEID_2917_DEC014FINAL.
 PDF.THE PLANS AND CALCULATIONS WHICH WERE DESIGNED BY
 MR. DUFFY AND SIGNED AND SEALED BY MR. FISCHER, PE
 STATE THAT IMPACT PROTECTION IS NOT REQUIRED, WHICH
 RENDERS THE PLANS NONCOMPLIANT.PLEASE PROVIDE A
 SIGNED AND SEALED LETTER FROM MR. FISCHER, PE STATING
 THAT IMPACT PROTECTION IS REQUIRED OR REVISE THE PLAN.
 PLEASE CONFIRM THAT BOTH MR. FISCHER AND MR. DUFFY HAVE
 READ THE DECLARATORY STATEMENT.
  
 3.PRODUCT APPROVALS ARE TO BE APPROVED BY DESIGNER OF
 RECORD, FBC*106.3.3.THIS MAY BE DONE BY INCORPORATING
 THE PRODUCT APPROVAL NUMBER INTO THE PLAN, SHOP DRAWING
 REVIEW STAMP, OR A LETTER.
  
 4.THE EVALUATION REPORT FOR THE ROOF DECK (FL6909)
 DOES NOT INCLUDE DESIGN PRESSURE LIMITATIONS.SEE PAGE
 1 OF 2, ITEM 4.1, WHICH STATES:
  
 DESIGN: FOR USE IN ALLOWABLE STRESS DESIGN, THE
 ALLOWABLE UNIFORM GRAVITY AND WIND LOADS FOR THE
 ENCLOSURE SYSTEMS ARE DEFINED WITHIN THE ASSOCIATED
 DRAWINGS.
  
 THE DESIGN PRESSURE INFORMATION WHICH IS REQUIRED TO
 DETERMINE CODE COMPLIANCE IS INCLUDED IN OTHER
 DOCUMENTS WHICH ARE AVAILABLE AS A LINK FROM THE
 PRODUCT APPROVAL.PLEASE PRINT ALL DOCUMENTS (FILE
 NAMES END IN PART 1 THROUGH PART 6) AND PROVIDE TWO
 SETS.
  
 5.FL6909, SEE THE PRODUCT APPROVAL DOCUMENT ENDING IN
 PART 2, SHEET 10 OF 38.SEE NOTE 7, MAXIMUM ALLOWABLE
 UPLIFT DUE TO GLASS IS 33PSF.THE ENGINEER HAS
 SPECIFIED 80PSF FOR FIXED WINDOWS AND ROOF PANELS; THE
 PRODUCT APPROVAL APPEARS TO LIMIT THE UPLIFT FOR ROOF
 PANELS TO 33PSF.
  
 6.FL6909, SEE SHEET 15, PRODUCT APPROVAL DOCUMENT
 ENDING IN PART 3.NOTE 4 REFERS TO SHEET 10 NOTE 8,
 BUT NOTES ON SHEET 10 END WITH NOTE 7.IT IS UNCLEAR
 IF THERE IS ADDITIONAL INFORMATION WHICH WOULD BE
 REQUIRED FOR A COMPLETE PLAN REVIEW.
  
 7.FL8697, HORIZONTAL SLIDER WINDOW, PLEASE PROVIDE
 THE DOCUMENTS FROM THE PRODUCT APPROVAL WEBSITE WHICH
 SHOW THE DESIGN PRESSURES.IT APPEARS TO BE +-40PSF,
 BUT THE ENGINEER HAS SPECIFIED -52.5PSF.NOTE THAT THE
 ENGINEER SPECIFIED THIS WINDOW ON THE PLAN BUT AS THIS
 PRODUCT WAS NONCOMPLIANT FOR THE PRESSURES WHICH THE
 ENGINEER HAS SPECIFIED, THE PERMIT WAS ISSUED WITH
 PROVISO.
  
 8.MIAMIDADE NOA06-0911.07, PLEASE INDICATE WHICH
 OPTION YOU ARE USING (SHEET 2) AS THE SILL HEIGHT
 AFFECTS DESIGN PRESSURES FOR THAT PRODUCT.
  
 9.ONLY ONE NUMBER HAS BEEN INDICATED FOR DESIGN
 PRESSURES FOR COMPONENTS AND CLADDING ON THE PLAN;
 THEREFORE THE SAME PRESSURE WOULD APPLY FOR BOTH
 POSITIVE AND NEGATIVE (+-80PSF FOR FIXED, +-52.5 FOR
 SLIDING DOORS AND WINDOWS).SEE THE SLIDING GLASS DOOR
 NOA AND COMMENT 8.WHEN INDICATING WHICH SILL HEIGHT
 OPTION YOU ARE USING, PLEASE CONFIRM THAT THE OPTION
 MEETS BOTH POSITIVE AND NEGATIVE PRESSURES.THIS
 COMMENT APPLIES TO ALL COMPONENTS AND CLADDING.
  
 10. FL251 PGT SLIDING GLASS DOOR PRODUCT APPROVAL WAS
 SUBMITTED WITH NO ASSOCIATED DOCUMENTS (EVALUATION
 REPORT AND INSTALLATION INSTRUCTIONS), AND A LAWSON
 MIAMIDADE NOA WAS ALSO SUBMITTED.IT IS NOT CLEAR
 WHICH PRODUCT YOU PROPOSE TO USE.THE PGT FLORIDA
 STATE PRODUCT APPROVAL HAS MANY DIFFERENT PRODUCTS
 INCLUDED, PRODUCT PROPOSED NOT INDICATED, AND THEREFORE
 WAS NOT REVIEWED.
  
 11.IT APPEARS THAT THE FIXED WINDOWS ARE INCLUDED IN
 THE PRODUCT APPROVAL FOR THE ROOF DECK, FL6909, BUT I
 WAS UNABLE TO LOCATE DESIGN PRESSURES FOR THE GLASS
 WITHIN THE PRODUCT APPROVAL.FLORIDA STATE OR LOCAL
 PRODUCT APPROVAL REQUIRED FOR THE WINDOWS, FAC9B72.
 PLEASE PROVIDE INFORMATION WHICH WILL SHOW COMPLIANCE
 WITH DESIGN PRESSURE REQUIREMENTS SPECIFIED BY THE
 ENGINEER.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2008-06-24 Cont ID  
Sent By shill Date 2008-06-24 Time 16:07 Rev Time 0.00
Received By shill Date 2008-06-24 Time 16:07 Sent To  
Notes
2008-06-24 16:17:43****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBCFLORIDA BUILDING CODE 2004
 FBC EBFLORIDA BUILDING CODE 2004 EXISTING BUILDING
 CODE
 FBC RFLORIDA BUILDING CODE 2004 RESIDENTIAL
 FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
  
 FAC FLORIDA ADMINISTRATIVE CODE
 FSFLORIDA STATUTE
  
 1.PLEASE SUBMIT AS A REVISION (CHANGE TO THE ISSUED
 PLAN).
  
 2.PROVIDE THE EVALUATION REPORT/INSTALLATION
 INSTRUCTIONS FOR THE PRODUCTS TO BE INSTALLED.THEY
 CAN BE FOUND AS A LINK FROM THE FLORIDA STATE PRODUCT
 APPROVAL.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2008-02-15 Cont ID  
Sent By shill Date 2008-02-15 Time 10:38 Rev Time 0.00
Received By shill Date 2008-02-15 Time 10:38 Sent To  
Notes
2008-02-15 10:39:13***PROVISO***
  
 SUBMIT COMPLIANT PRODUCT APPROVALS FOR DOORS AND
 WINDOWS
  
 THIS PERMIT IS ISSUED AT CONTRACTOR'S RISK
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2008-02-15 Cont ID  
Sent By shill Date 2008-02-15 Time 10:03 Rev Time 0.00
Received By shill Date 2008-02-15 Time 10:03 Sent To  
Notes
2008-02-15 10:05:36****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBCFLORIDA BUILDING CODE 2004
 FBC EBFLORIDA BUILDING CODE 2004 EXISTING BUILDING
 CODE
 FBC RFLORIDA BUILDING CODE 2004 RESIDENTIAL FBC*
 CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
  
 FAC FLORIDA ADMINISTRATIVE CODE
 FSFLORIDA STATUTE
  
 1.SEE FAC61G15-23.001 REGARDING SEALS ACCEPTABLE TO
 THE BOARD.EFFECTIVE JANUARY 1, 2006, A SEAL WHICH HAS
 THE WORD "CERTIFICATE" RATHER THAN "LICENSE" IS NO
 LONGER ACCEPTABLE.THE NEW REVISED SHEETS ARE NOT
 SEALED.
  
 2.ALL SHEETS ARE TO CONTAIN A LEGIBLE EMBOSSED SEAL,
 FAC61G15-23, FS471.
  
 3.SEE PREVIOUS LIST IN REGARDS TO THIS STRUCTURE
 BEING PARTIALLY ENCLOSED.THIS COMMENT WAS NOT
 ADDRESSED.
  
 4.THE ENGINEER HAS SPECIFIED FL6907 FOR THE SLIDING
 GLASS DOORS, WHICH HAS A DESIGN PRESSURE LIMITATION OF
 +-20.ENGINEER HAS SPECIFIED 52.5 PSF FOR THE SLIDING
 GLASS DOORS.PLEASE ADDRESS.
  
 5.THE ENGINEER HAS SPECIFIED FL8697 FOR THE HORZONTAL
 SLIDING WINDOWS, WHICH HAS A DESIGN PRESSURE LIMITATION
 OF +-40.ENGINEER HAS SPECIFIED 52.5 PSF FOR ALL
 WINDOWS.PLEASE ADDRESS.
  
 6.THE ENGINEER HAS SPECIFIED FL6010 FOR FIXED
 WINDOWS.THIS PRODUCT HAS A SIZE LIMITATION OF
 48"X48".SEVERAL OF THE WINDOWS EXCEED THE 48" SPAN
 LIMITATION.PLEASE ADDRESS.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-12-31 Cont ID  
Sent By shill Date 2007-12-31 Time 14:28 Rev Time 0.00
Received By shill Date 2007-12-31 Time 14:28 Sent To  
Notes
2007-12-31 15:39:15****CORRECTIONS****
  
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBCFLORIDA BUILDING CODE 2004
 FBC EBFLORIDA BUILDING CODE 2004 EXISTING BUILDING
 CODE
 FBC RFLORIDA BUILDING CODE 2004 RESIDENTIAL
 FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
 FAC FLORIDA ADMINISTRATIVE CODE
 FSFLORIDA STATUTE
  
 1.A CERTIFICATE OF AUTHORIZATION IS REQUIRED TO
 PRACTICE ENGINEERING THROUGH A COMPANY, FS471.023.I
 WAS UNABLE TO FIND THE COF A FOR EMC2 STRUCTURAL DESIGN
 INC., A FLORIDA CORPORATION.A SET HAS BEEN FORWARDED
 TO FBPE.
  
 2.THE PLANS STATE THAT IMPACT PROTECTION IS NOT
 REQUIRED FBC1609.1.4.NOTE THE FOLLOWING:
  
 A.THE CORRECT REFERENCE WOULD BE FBC RESIDENTIAL
 301.2.1.2 (ONE AND TWO FAMILY DWELLINGS), NOT FBC 16.
  
 B.ADDRESSED.
  
 3.INCLUDE 2007 AMENDMENTS IN GOVERNING CODE,
 EFFECTIVE JULY 1, 2007.
  
 4.THE CALCULATIONS ARE TO BE SUBMITTED IN COMPLIANCE
 WITH FAC61G15-23.002.NOTE LACK OF REQUIRED
 INFORMATION ON EACH SHEET, AND EACH SHEET IS TO BE
 SIGNED AND SEALED OR AN INDEX SHEET USED.
  
 5.THE ENGINEER HAS DECLARED THIS AS A PARTIALLY
 ENCLOSED BUILDING.HOWEVER, SEE THE DEFINITION
 FBC1609.2.THIS IS ATTACHED TO THE RESIDENCE, SO IT IS
 UNCLEAR HOW THIS IS A PARTIALLY ENCLOSED STRUCTURE.
 PLEASE PROVIDE CLARIFICATION/CALCULATIONS.
  
 6.THE PRODUCT APPROVALS ARE TO BE REVIEWED BY
 DESIGNER OF RECORD, FBC106.3.3.
  
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2008-12-24 Cont ID  
Sent By adarroug Date 2008-12-24 Time 09:38 Rev Time 0.00
Received By adarroug Date 2008-12-24 Time 09:38 Sent To B
Notes
2008-12-24 09:38:31TO "SHILL" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2008-10-22 Cont ID  
Sent By adarroug Date 2008-10-22 Time 14:56 Rev Time 0.00
Received By adarroug Date 2008-10-22 Time 14:56 Sent To B
Notes
2008-10-22 14:58:16TO "SHILL" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2008-10-10 Cont ID  
Sent By adarroug Date 2008-10-10 Time 14:40 Rev Time 0.00
Received By adarroug Date 2008-10-10 Time 14:40 Sent To B
Notes
2008-10-10 14:40:52TO "SHILL" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2008-07-02 Cont ID  
Sent By adarroug Date 2008-07-02 Time 16:07 Rev Time 0.00
Received By adarroug Date 2008-07-02 Time 16:07 Sent To B
Notes
2008-07-02 16:07:41TO "SHILL" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2008-06-18 Cont ID  
Sent By adarroug Date 2008-06-18 Time 14:16 Rev Time 0.00
Received By adarroug Date 2008-06-18 Time 14:16 Sent To B
Notes
2008-06-18 14:16:38TO "SHILL" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2008-02-06 Cont ID  
Sent By adarroug Date 2008-02-06 Time 14:07 Rev Time 0.00
Received By adarroug Date 2008-02-06 Time 14:07 Sent To B
Notes
2008-02-06 14:08:07TO "SHILL" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2008-01-02 Cont ID  
Sent By shill Date 2008-01-02 Time 08:54 Rev Time 0.00
Received By shill Date 2007-12-18 Time 15:27 Sent To  
Notes
2007-12-18 15:29:24TO "Z" BOX
Review Stop Z ZONING
Rev No 1 Status P Date 2007-12-19 Cont ID  
Sent By choops Date 2007-12-19 Time 15:33 Rev Time 0.00
Received By choops Date 2007-12-19 Time 15:33 Sent To B
Notes
2007-12-19 15:36:12***APPROVED***
  
  
  
 SENT TO "B" - MISC. 2


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