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Permit Windows 22 N Saratoga Cir 2012 !i%�j r CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 12-00001382 Date 9/27/12 Property Address . . . . . . 22 N SARATOGA CIR Application type description WINDOW AND/OR DOOR Property Zoning . . . . . . . TO BE UPDATED ---�-Application valuation 3128 ----------------------------------------------------------------------- Application desc REPLACE 8 WINDOWS ---------------------------------------------------------------------------- Owner Contractor ------------------------ WADE, MARY JANE AMERICAN WINDOW PRODUCTS 22 SARATOGA CIR N 2633 POWERS AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 731-2247 ---------------------------------------------------------------------------- Permit . . . . . . WINDOW AND/OR DOOR PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee 35 . 00 Issue Date . . . . Valuation . . . . 3128 Expiration Date . . 3/26/13 ---------------------------------------------------------------------------- Special Notes and Comments NEED RECORDED NOC PRIOR TO FIRST INSPECTION 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 00 STATE DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total 35 . 00 35 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 109 . 00 109 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILD7G CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 .�;LL � Job Address: 22 /n Permit Number: Legal DescriptionM3 3 Vi //a- U.CI.I T Parcel # 17143 'Oag2o Floor Area o q. t. q t Valuation of Work$ Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Additio Alteration Repair Move_.Demolition pool/spa window/door Use of existing/proposed structures) (circle one): Commercial Sidential If an existing structure, is a fires rinkler system installed? (Circle one es o N/A Florida Product Approval # ., ,. �•�, For multiple products use product approval form L . Describe in detail the type of work to be performed: S ktpIaCP—a - 4CXQ5 Property Owner Information: Name: alz& WOC& Address: City State E&Zip a223 Phone '2 ct + E-Mail or Fax#(Optional) , Contractor Information: AMERICAN WINDOW + ... PRODUCTS, INC. �r� Company Name: 2633 POWERS AVE.F '32207Qualifying Agent: Address: JACK City State Zip3 } Office Phone 1 3 - zJob Site/Contact INjurnbc, -2 State Certification/Registration# 2-S)`Za LANCE { .. Architect Name&Phone# Engineer's Name&Phone# k Fee Simple Title Holder Name and Address D13tTIONAt Bonding Company Name and Address Mortgage Lender Name and Address REVIEWED BY: 41 Application i's hereby made to obtain a permit to do the work and installations as indicated. I certi at no work or insta alto, as commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6 months, or if construction or work is suspended or abandoned for a_period of six6)months at any time after work is commenced. 1 understand that separate permits must be secured for Electrical Work, Plumbing,Signs, wells, Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF . COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereb certi that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type o work%11 be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of ony other federal,state, or local law regulating construction or the performance of construction. Signature olfOwner Signature of Contractor J- r , PrintNamele- ...�.....� .......... Print Name .................................................................................................... r . . ,�, .......... ...... ................ _e-r.............. Sworn to and subscribedtfore me LG 9L Swo"tod subscribed before e this Dayof r 20 / thisayof ,20/2 WAAWR Gv NvLapyPublicMfCOMMISSION#EE 127992 EXPIRES:September 6,2015 * * MY COMMISSION 1 EE 127993 �r'TEOFF!�\O' Bond ed Thru Budget Notary Services EXPIRES:Sye�p�,,t�ember 6,2015 Revised 01.26.10 OFF l�\O Sam TU x"'91'^ \.J 1�. PIP f # Tv Z rc.�ieYr.�s ,r +amMaa..... }rM:1RWA�M�.•r„� �`• 6 \! l tr v Flonda Building Code Online Page 1 of 4 RN 111111 SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map !Links Search Bus'ines , ��aeSS1c�) *UsProduct Approval ER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail iiga FL# FL14604-R1 cApplication Type Revision Code Version 2010 Application Status Approved *Approved by DCA.Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 10030 Bavaria Road Ft. Myers, FL 33913 (800)432-2204 Ext 4314 thoard@easternmetal.com Authorized Signature Timothy Hoard thoard@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute, Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By hq://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 9/19/2012 r 1onua r)unuing k-oue untine Page 2 of 4 Product Approval Method Method 1 Option A Date Submitted 02/14/2012 Date Validated 02/17/2012 Date Pending FBC Approval Date Approved 02/22/2012 Summary of Products FL# Imodel,Number or Name I Description 14604.1Series"1000"Aluminum Single Hung Window I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 Rl C CAC NI006177 01-R2.odf Approved for use outside HVHZ:Yes FL14604 Rl C CAC NI006177.02.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 06/30/2015 Other: Configuration: O/X Max. Frame Size: W-53" H- Installation Instructions 77" Max. Vent Size: W-50" H-38" Glazing: Monolithic or FL14604 R1 II EAS009 2010 CC SS.pd I.G. Annealed Glass Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14604 R1 AE PER 1668 SS.Ddf Created by Independent Third Party: Yes 14604.2 :7][Series "FWI 1000"Aluminum Single Hung Window Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14604 R1 C CAC 09-0127 13 odf Approved for use outside HVHZ:Yes FL14604 R1 C CAC NI006148 01.odf Impact Resistant:Yes FL14604 R1 C CAC NI010670.PDF Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to drawing EAS010 for Window Size, 12/31/2014 Glazing, &Design Pressure Rating,Impact Interlayer Installation Instructions Approved under NOA 09-0127.13 FL14604 Rl II EAS010 2010 CC SS.odf Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14604 R1 AE PER 1669 SS.odf Created by Independent Third Party: Yes 14604.3 Series"FWI 1000"Aluminum Single Hung Window Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14604 R1 C CAC 09-0127.13.odf Approved for use outside HVHZ:Yes FL14604 R1 C CAC NI009020.02.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +60/-60 09/30/2015 Other: Configuration: O/X Max. Frame Size: W-53"H- Installation Instructions 96"Max.Vent Size: W-50" H-48"Glazing: Laminate-1/8" FL14604 R1 II EAS008 2010 CC SS.odf Annealed Glass/0.090"Safety-Plus II Interlayer/1/8" Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Annealed Glass, Impact Interlayer Approved under NOA Created by Independent Third Party: Yes 09-0127.13 Evaluation Reports FL14604 R1 AE PER 1670 SS.Ddf Created by Independent Third Party: Yes 14604.4 Series"FWI 1000"Aluminum Single Hung Window Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14604 R1 C CAC 09-0127.13.1)df Approved for use outside HVHZ:Yes FL14604 R1 C CAC NI009020.03-RS.PDF Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +75/-75 12/31/2014 Other:Configuration: O/X Max. Frame Size: W-48" H- Installation Instructions 72"Max.Vent Size: W-47" H-38"Glazing: 3/4"Overall FL14604 R1 II EAS007 2010 CC SS odf Laminated I.G.- 1/8" Heat Strengthened Glass/0.090" Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Saflex by Solutia/1/8" Heat Strengthened Glass/0.250" Created by Independent Third Party: Yes Air Space/ 1/8" Heat Strengthened Glass, Impact Evaluation Reports Interlayer Approved under NOA 09-0127.13 FL14604 R1 AE PER 1671 SS.odf Created by Independent Third Party: Yes 14604.5 Series"FWI 1000"Aluminum Single Hung Window Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14604 Rl C CAC 08-0206.0l.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 9/19/2012 Florida Building Code Online Page 3 of 4 Approved for use outside HVHZ:Yes FL14604 R1 C CAC NI009020.01-R1.PDF Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +120/-150 04/30/2015 Other:Configuration: O/X Max. Frame Size: W-54" H- Installation Instructions 77" Max.Vent Size: W-51" H-38"Glazing: Laminate- FL14604 R1 II EAS005 2010 CC SS.pdf 3/16" Heat Strengthened Glass/0.100" HP Solutia/ 3/16" Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Heat Strengthened Glass, Impact Interlayer Approved Created by Independent Third Party: Yes under NOA 08-0206.01 Evaluation Reports FL14604 R1 AE PER 1672 SS.Odf Created by Independent Third Party: Yes 14604.6 Series 1431 VinylSingle Hung Window with Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R1 C CAC NI010607-R1.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2014 Design Pressure: +50/-50 Installation Instructions Other:Configuration: O/X Max. Frame Size: W-48"H- FL14604 R1 II EAS036 2010 CC SS.Odf 72" Max.Vent Size: W-44.38" H-35"Glazing: 3/4" Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Overall I.G. Created by Independent Third Party: Yes Evaluation Reports FL14604 R1 AE PER 1673 SS.Odf Created by Independent Third Party: Yes 14604.7 Series 1441 Vinyl JISingle Hung Window with Flange Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R1 C CAC NI010813-R1.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2015 Design Pressure: +50/-50 Installation Instructions Other: Configuration: O/X Max, Frame Size: W-54" H- FL14604 R1 II EAS037 2010 CC SS.Ddf 72" Max.Vent Size: W-50.38" H-35.13"Glazing: 3/4" Ven led By: Alexis Spyrou, P.E. Florida P.E. 68101 Overall I.G. Created by Independent Third Party: Yes Evaluation Reports FL14604 R1 AE PER 1674 SS.Odf Created by Independent Third Party: Yes I 14604.8 Series 2451/1431 Vinyl Impact Single Hung Window with Nailing Fin Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R1 C CAC NI010607-R1.PDF Approved for use outside HVHZ:Yes FL14604 R1 C CAC NIO10608.PDF Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 12/31/2014 Other: Configuration: O/X Max. Frame Size: W-48" H- Installation Instructions 72"Max.Vent Size: W-44.25" H-35"Glazing: 3/4" FL14604 R1 II EAS038 2010 CC SS.odf Overall Laminated I.G.- 1/8"Annealed Glass/Laminate- Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 1/8"Annealed Glass/0.090" PVB by Solutia/1/8" Created by Independent Third Party: Yes Annealed Glass Evaluation Reports FL14604 R1 AE PER 1675 SS.pdf Created by Independent Third Party: Yes 14604.9 Series 2461/1441 Vinyl Impact Single Hung Window with Flange Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R1 C CAC N1010630.PDF Approved for use outside HVHZ:Yes FL14604 R1 C CAC NI010813-R1.PDF Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 10/31/2014 Other: Configuration: O/X Max. Frame Size: W-54" H- Installation Instructions 72" Max.Vent Size: W-50.5" H-35.5"Glazing: 3/4" FL14604 R1 II EAS039 2010 CC SS.Odf Overall Laminated I.G.- 1/8"Annealed Glass/Laminate- Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 1/8"Annealed Glass/0.090" PVB by Solutia/1/8" Created by Independent Third Party: Yes Annealed Glass Evaluation Reports FL14604 R1 AE PER 1676 SS.Ddf Created by Independent Third Party: Yes Back Next Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgsw8ZVNfe 8A7... 9/19/2012 r ionaa tsuiiamg Lode Unlme Page 4 of 4 record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ssecurit a�.L 7G.'st a ....:-9 t'x W1raE3QA1 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 9/19/2012 1pI 4� 54.00" MAX. WIDTH 4,� 6.00° MAX. 14.00" 6,00" MAX. a �p MAX. O.C.r NOTES: a+snssomsnu,u srsis+u 1) THE PRODUCT SHOWN HERE IN IS DESIGNED AND MANUFACTURED TO 6.00"MAX. COMPLY WITH THE CURRENT FLORIDA BUILDING CODE. '"'rs00+'u• rsmu+s.0 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND 8.00" MAXI O.C. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. < FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE n1�'.'" e- ARCHITECT OR ENGINEER OF RECORD. Z 9 INSTALIAT{ON ) = k' 7 ANCHOR TYP. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW, z<a ud 3) UNITS MUST BE GLAZED WITH O.A. 3/4'IGU PER ASTM E1300-04. m age C 4) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 7.00" 5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD V! BEARING SHIM. SHIM WHERE SPACE OF 1/16"OR GREATER OCCURS. H ICHT MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 6) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE 18 WOOD < N SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8MINIMUM n N EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN }2 1/2" ELEVATIONS AND INSTALLATION DETAILS. m Z MAX. 7) FOR INSTALLATION INTO ALUMINUM FRAMING OR APPROVED MULLION +6 O.L.O. USE #8 ITW TEX SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A MIN. THREE THREADS PENETRATION BEYOND METAL STRUCTURE. LOCATE z w ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. L- 8) FOR INSTALLATION INTO CONCRETE/MASONRY USE 3/16'ELCO O Z TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM z v 6.00 MA%. EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN H c ELEVATIONS AND INSTALLATION DETAILS. 9) ALL FASTENERS TO BE CORROSION RESISTANT. i Q 10) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH LLJ La N afi 1/2" MAX. O.L.O. ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 1441 SINGLE HUNG WINDOW S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. EXTERIOR VIEW C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. Z < TYPE 1 (DR GREATER). D.ALUMINUM - MIN.0.125"THICK, 6063-T5(f'y-16000 PSI) DESIGN PRESSURE RA TING IMPACTRATING 11) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION 4�£ t50PSF NONE 12) FRAMEFACTOR MATERIAL:WR CIO AS SEDC FOR WOOD ANCHOR CALCULATIONS. 19 le .111 `E TABLE OF CONTENTS no R Z a m e ^ 3Q =x uZ SHEET NO. DESCRIPTION o �+ 1 ELEVATION AND GENERAL NOTES DW6#: 2 INSTALLATION DETAILS EA5037 SHEET: 1 OF 2 -W AULK BETWEEN E%TER FINISH WppµGRAMS D BY OT RS WOOo FRAMING BY OTHERS O I/4 MAX.SHIM SPACE -?MIM AS R OD 1I 7/e IN.EN8. (SEE NOTES) INTERIOR NTALLATION ANCHOR (S E NOTES) IASIANAXO¢lfLlY1M.SYSRYS 1/A"NAC. IYNYBIf.M1 IMI PEUUL« SHIM SPACEWA(t0]IA)AiBM FX:RWIY9•tAM BY OTHERS N,t d'(NICK o Lt�wNUFRAMING ®� ® f S OR APPROVED MULLION NV)� M A55 REO'O q w 1 SEE NOTESI { h N S CAULK BETWEEN g Q ALuuINUM FRAME AND W CL WNDOW FRAME C3 O > H c w bi l ERIMEER CAULK 3 EXTIDUOR FINISH --OTHERS EXTERIOR C BY OTHERS MIN.THREE THREADS PENETRATION BEYOND W .. METAL FRAMING F p 8 EXTERIOR FINISH JAMB UU BY OTHERS EXTERIOR 5 INTERIOR ALUMWUMFRAMING INSTALLATION r 8 HEAD AND SILL SIMILAR Xo V) Q IX BUCK BY OTHERS z W CAULK BEIWEEN IIA"MAX,SHIM SPACE O �R WOOD SUCH AND N As a[[O'D OPENING BY OTHERS {SEES5 NOTFS) INTERIOR C LM (SEE NO ESj)ANCHOR �y V CAULK BETWEEN ��// M) WINDOW FRAMLL E D BUCK AN0 N O ® 1/2-MAX tl M AS R[0'D EOCEDISTANCE L, oo C I� SEE NOTES) Z PERGULX BYO 0 ERS 0 t/A•MAX. SHL IM SPACE � ! R ERIMETER CAULK �q�t¢ BY OTHERS EXTERIOR BTOi OTHERS Y +�:pp WOOD FRAMING iBd EXTER FINISH BY OTHERS I-3/tl"MIN.EMBEDMENTC woa�K euc"�i+o JAMB C WINDOW FRAME MASONRYICONCRETEINSTALLATKJN HEADAND SILL SIMILARR V `y VERTICAL SECTION WOOD FRAMWO OR ZX SUCK INSTALIATWN DW6 4; EA5037 sHeEr 2 OF 2 Florida Building Code Online Page 1 of 3 �•I^,r"..' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busi�nes ��.E Prafessinal Product Approval r t Y1 USER:Public User 1i„{�ula i 'f 1 ROMOMMOM Product Aooroval Menu>Product or Application Search>Apolication List>Application Detail FL# FL14610-R1 Application Type Revision Code Version 2010 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 10030 Bavaria Road Ft. Myers, FL 33913 (800)432-2204 Ext 4314 thoard@easternmetal.com Authorized Signature Timothy Hoard thoard@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute, Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2005 ASTM E1996 2005 TAS 201 1994 TAS 202 1994 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14610 R1 Equiv ASTM E 1996 Equivalency Letter SS.pdf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE V XQwtDgsw8ZVNfe8A7... 9/20/2012 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 02/14/2012 Date Validated 02/22/2012 Date Pending FBC Approval Date Approved 02/27/2012 Summary of Products FL# 11lModel,Number or Name IDescription 14610.1 IlSeries"1000"Aluminum Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14610 R1 C CAC NI009471.01-Rl.odf Approved for use outside HVHZ:Yes FL14610 RI C CAC NI009471.03.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 04/30/2015 Other: Configuration: XOX Max. Frame Size: W-112" H- Installation Instructions 63" Max.Vent Size: W-28" H-60.25"Glazing: Fixed Lite: FL14610 R1 II EAS004 2010 CC SS.odf Monolithic or I.G.Tempered Glass Vent Lite: Monolithic Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 or I.G.Annealed Glass Created by Independent Third Party: Yes Evaluation Reports FL14610 R1 AE PER 1681 SS.odf Created by Independent Third Party: Yes 14610.2 =lSeries"1000"Aluminum Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14610 R1 C CAC NI006178.01-Rl.odf Approved for use outside HVHZ:Yes FL14610 R1 C CAC NI006178.02-RI.odf Impact Resistant: No FL14610 R1 C CAC NI006178.03.odf Design Pressure: N/A FL14610 R1 C CAC NI006178.04.odf Other: Configuration: XO Glazing: Monolithic or I.G. Quality Assurance Contract Expiration Date Annealed Glass Refer to drawing EAS002 for Max. Frame 06/30/2015 and Vent Sizes and Design Pressure Ratings Installation Instructions FL14610 Rl II EAS002 SS.odf Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14610 R1 AE PER 1682 SS.odf Created by Independent Third Party: Yes 14610.3 Series"FWI 1000"Aluminum Horizontal Sliding Window Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14610 Rl C CAC 09-0127.13.odf Approved for use outside HVHZ:Yes FL14610 R1 C CAC NI006149.0l.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +80/-80 12/31/2014 Other: Configuration: OX Max. Frame Size: W-72" H- Installation Instructions 60" Max. Sash Size: W-36" H-57"Glazing: Laminate- FL14610 R1 II EAS001 SS.pdf 3/16" Heat Strengthened Glass/0.090" Saflex/Keepsake Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Maximum/3/16" Heat Strengthened Glass,Interlayer Created by Independent Third Party: Yes Approved under NOA 09-0127.13 Evaluation Reports FL14610 R1 AE PER 1683 SS.odf Created by Independent Third Party: Yes 14610.4Series"FWI 1000"Aluminum Horizontal Sliding Window =�Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14610 Rl C CAC 09-0127.13.Ddf Approved for use outside HVHZ:Yes FL14610 Rl C CAC NI010658.01.PDF Impact Resistant:Yes FL14610 R1 C CAC NI010658.PDF Design Pressure: +100/-120 Quality Assurance Contract Expiration Date Other: Glazing: Laminate- 3/16" Heat Strengthened 02/28/2015 Glass/0.100" PVB Interlayer by Solutia/3/16" Heat Installation Instructions Strengthened Glass Refer to drawing EAS003 for Max. FL14610 R1 II EAS003 SS.odf Frame&Panel Sizes, Interlayer Approved under NOA 09- Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 0127.13 Created by Independent Third Party: Yes Evaluation Reports FL14610 R1 AE PER 1684 SS.odf Created by Independent Third Party: Yes 14610.5 Series 3241 Vinyl MsaiasRtP11"S11�flt3biN" Limits of Use Certification Agency Certificate http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 9/20/2012 Florida Building Code Online Page 3 of 3 Approved for use In HVHZ: No FL14610 R1 C CAC NI010634.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2014 Design Pressure: +50/-50 Installation Instructions Other:Configuration: XO Max. Frame Size: W-71.5" H- FL14610 RI II EASO45 SS.Ddf 59.5"Glazing: 3/4"O.A. I.G.-1/8"Annealed Glass Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14610 R1 AE PER 1685 SS.Ddf Created by Independent Third Party: Yes 14610.6 ISerles 4241 Vinyl Impact Rated Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14610 Rl C CAC NI010634.02.PDF Approved for use outside HVHZ:Yes FL14610 R1 C CAC NI010634.PDF Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/31/2014 Other:Configuration: XO Max. Frame Size: W-71.5" H- Installation Instructions 59.5"Glazing: 3/4"O.A. I.G.-1/8"Annealed FL14610 RI II EASO46 SS.Ddf Glass/Laminate-1/8"Annealed Glass/0.090" PVB by Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Solutia/1/8"Annealed Glass Created by Independent Third Party: Yes Evaluation Reports FL14610 R1 AE PER 1686 SS.Ddf Created by Independent Third Party:Yes Back Next Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® aLkaY. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8Z VNfe8A7... 9/20/2012 71 1/2" MAX. O.A. FRAME WIDTH 6" MAX.1YP. 8 1/2"MAX. 32 1/2"MAX. D.L.O. WIDTH O.C. TYP. .yam�""• NOTES: sr�n+.s 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND E•srtw..onrtcnnn sysrtws MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 6" MAX. TYP. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNEDI�As:xw rz.Palw Av AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO m STRUCTURE. FRAMING AND MASONRY OPENING IS THE L" RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF O.C. j RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN i LL 1 THE DESIGN OF THE PRODUCT SHOWN HEREIN. 58 1/4" 4) FRAME MATERIAL: EXTRUDED RIGID PVC .070'THICK. 7Zd MAX. SASH MATERIAL: EXTRUDED RIGID PVC .065"THICK. SASH 5) UNITS MUST BE GLAZED WITH O.A. 3/4"IGU PER ASTM HEIGHT E1300-04. 6) APPROVED IMPACT PROTECTIVE SYSTEM IS0 IIRFD G Pu G 3} 54 1/2' 59 1/2' FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. F $� X O MAX. MAX. O.A.7) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH ry D.L.O. FRAME LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16'OR t HEIGHT HEIGHT GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO a ^� BE 1/4". m 8) FOR INSTALLATION INTO ALUMINUM FRAMING OR APPROVED MULLION USE 08 ITW TEK SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A MIN.THREE THREADS PENETRATION Z w BEYOND METAL STRUCTURE. LOCATE ANCHORS AS SHOWN Z IN ELEVATIONS AND INSTALLATION DETAILS. O Z 9) FOR ANCHORING INTO MASONRY USE 3/16"ITW TAPCONS O WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM > p� 6'MAX.lYP EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN LIJ Ti o ELEVATIONS AND INSTALLATION DETAILS. L1/ p ry 10)FOR ANCHORING INTOWOOD FRAMING OR 2X BUCK USE 35 7/8"MAX. SASH WIDTH #'8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE � A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE. SERIES 3241 HORIZONTAL ROLLER PVC HORIZONTAL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND SLIDING WINDOW INSTALLATION DETAILS. g EXTERIOR VIEW 11)ALL FASTENERS TO BE CORROSION RESISTANT, DESIGN PRESSURERATING IMPACTRATING 12)INSTALLATION ANCHORS SHALL BE INSTALLED IN e ACCORDANCE WITH ANCHOR MANUFACTURER'S 9 1 INSTALLATION INSTRUCTIONS.AND ANCHORS SHALL NOT sdi4 t5OPSF NONE BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN e�a� THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF C=0.42 3 TABLE OF CONTENTS B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. SHEET N0. DESCRIPTION C. MASONRY - STRENGTH CONFORMANCE TO ASTM 1 ELEVATION,ANCHORING LAYOUT AND NOTES C-90, GRADE N. TYPE i (OR GREATER). D.ALUMINUM - MIN. 0.125'THICK, 6063-TS <H 2 2 INSTALLATION DETAILS (f'y>•16000 PSI) "e 3 INSTALLATION DETAILS 13)APPROVED CONFIGURATIONS: OX, X0. M 4 INSTALLATION DETAILS Digitally signed by Alex 5pyrou DWA5045 Reason:I am approving this document G Date:2012.02.1415:15:48-05'00' SHEET: 1 OF 4 EXT RIOR FINISH BY OTHERS 2X BUCK/WOOD FRAMING � ro rQsf9 BY OTHERS, 2X BUCK TO A. [II rl BE PROPERLY SECURED aysiewi` `/ f.55Fw uCMtFCM45v5Rx.5 1 3/8" MIN. 1/4" MAX. ir�izvis.a nroi 1 MIN. EMBEDMENT SHIM m:moloz-zzw fr,¢nlsm znz EMBEDMENT INTERIOR APPROVED SEALANT 1/4" MAX. BY OTHERS SHIM c ^Y #8 WOOD SCREW O 7❑ N8 WOOD SCREW a s 2% BUCK/WOOD FRAMING EXTERIOR BY OTHERS, 2X BUCK TO BE PROPERLY SECURED EXTERIOR FINISH APPROVED SEALANT co BY OTHERS BY OTHERS o HORIZONTAL CROSS SECTION m 2X BUCK4VOOD FRAMING DETAIL EXTERIOR INTERIOR Z H � w J f O w w O � ry pp M8 WOOD SCREW Z APPFOVEO SEALANT BY OTHERS 1/4" MAX. SHIM R R aeke4 EXTERIOR FINISH BY OTHERS 1 3/8" MIN. EMBEDMENT 7� Fe rry 4 2% BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO 6 m Z m k h VERTICAL CROSS SECTION BE PROPERLY SECURED o N Z _ Z 2X BUCKNVDOD FRAMING DETAIL a v DW6#: EA5045 SHEET. 2 OF 4 L�2 5/8"MIN.�J Qp q� EDGE DIST. Ente/f! MASONR�'BCONCRETE BY OTHERS snnws 1 1/4" MIN. • EMBEDMENT EePFw•b¢�F[Ncx syshxxs �..xxvETs.RixPo91Jo ' � R�'I�1 xix:xa Ex:Iziol xesxxxi APPROVED SEALANT I Y $ BY OTHERS1/4" M. 3 < m�g SHIM OPTIONAL 1% BUCK BY OTHERS, 1 1/4"MIN, 1/4"MAX. < iX BUCK TO BE EMBEDMENT SHIM G Z PROPERLY SECURED O4O� 3/16"ITW TAPCON INTERIOR 3 m o< FJ 3/16"17W TAPCON n o j°� 0 m o 0 2 5/8" MIN. EXTERIOR EDGE DIST. m w EXTERIOR INTERIOR Z APPROVED SEALANT O 2 ? MASONRY/CONCRETE BY OTHERS u BY OTHERS Euo HORIZONTAL CROSS SECTION HO OPTIONAL 1X BUCK BY OTHERS, MASONgY/CONCRLU ETE INSTALLATION DETAIL � 1% BUCK TO BE o PROPERLY SECURED c o OPTIONAL 1X BUCK BY OTHERS, 1% BUCK TO BE PROPERLY SECURED Z < APPROVED SEALANT 3/16" ITW TAPCON BY OTHERS 1/4"MAX !i F SHIM MASONRY/CONCRETE pq� BY OTHERS ity p - • • 1 1/4" MIN. 4n1� EMBEDMENT - E 1. m (-2 5/8"MIN. x a Z Z m 'wt EDGE DIST. o N 3 =x u 2 o u w VERTICAL CROSS SECTION OW5 tt: MASONRY/CONCRETE INSTALLATION DETAIL E A 5045 SHEET: 3 OF A EXTERR FINISH LYf7�I1/ B OTHERS MIN. THREE THREADS O PENETRATION BEYOND e•swa+..nznernwsrsrt.s METAL FRAMING .viis.n sn i n«noo�o:.z:a.xz:Ixnls.s-x..: AP40VED SEALAN -�51m ry BY OTHERS 1/4- MAX. SHIM MIN. THREE THREADSg PENETRATION BEYOND 1/4"MAX. .LL METAL FRAMING r SHIM Z p 0 ❑ k8 ITW TEK SCREW I < INTERIOR N8 ITW TEK SCREW g � o o N EXTERIOR m s76 V) EXTERIOR INTERIOR Z EXTERIOR FINISH APPROVED SEALANT O Z = BY OTHERS BY OTHERS V) �' W HORIZONTAL CROSS SECTION �I ALUMINUM INSTALLATION DETAIL V Lu O t N Z < APPR�DVED SEALANT N8 ITW TEK SCREW BY OTHERS a 1/4" MAX. SHIM R £ EXTERIOR FINISH MIN. THRE THREADS q " �Y OTHERS PENETRATION BEYONDD METAL FRAMING ttt m <Z VERTICAL CROSS SECTION OW&#: ALUMINUM INSTALLATION DETAIL E A 5045 SHEET: 4 OF 4 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) i 800 Seminole Road �-1_ 13 l Atlantic Beach, Florida 32233-5445 0�- Phone(904)247-5826 - Fax(904)247-5845 _ E-mail: building-deptgcoab.us Date routed: l� City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: r� � � (I ent review required Y s No Building Applicant: ai W L C1_a A Tanning&Zoning Tree Administrator Project: ( {"6L"J (�t�S Public Works Public Utilities Public Safety Fire Services H Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers \ Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: PApproved. ODenied. ( ircle one. Comments: UILDING PLAW ING&ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Deni d. PUBLIC WORKS Comments: PUBLIC UTILITIES PULIC SAFETY Reviewed by: Date: FIR SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27110 NOTICE OF COMMENCEMENT Permit No. State of Florida County of T,'u er The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. Legal description of property (Include Street Address, if available) � �' % General description of Improvements l z Owner +� t l�'_i _ � :. i (2,- Andress Z; 4c: ., .a2,-- 11\; /. Owner's Interest in site of the Improvement Fee Simple Title holder(if other than owner) Name ... Address AMEMAN WffgD0w Q -1��— 224-'7 Contractor PRODUCTS,INC. VIA Address Surety _ Address Amount of bond $ Any person making a loan for the construction of the Improvements: Name Address Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a) 7, Florida Statutes. Name Address In addition to himself, owner designates Of to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes. Expiration date of Notice of Commencement(the expiration date is one (1) year from the date of recording unless a different date is specified) _ zdlLk Signaureof6wyer Printed Name ofoAner Doc#2012210694,OR BK 16084 Page 1453, Numbet Pages: 1 I have relied upon the following identification of the Affiant Recorded 09/27/2012 at 12:56 PM, RI .LER CLERK CIRCUIT COURT DUVAL COON Y SCO J a DING$10.00 Swom to and subscribed before me this�-<' day of. 20 f�- Notary Signature ��►"�.'b' Mae" t / * MY wMM i EE 159611 l +' 6T - * EXPIRES:May 13,201$ Pr' ted Name, ` SII - r