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Florida Building Code Online Pagel of-3 KISH... Log In User Registration t Hot Topics Submit Surcharge I Stats&Facts Publications ; FBC Staff BCIS Site Map Links i Search rI0 iddp3tt2ilid. I BusinesAm Profess l " "` Product Approval USER:Public User Regulation (��� i Product Approval Menu>Application DetailLam _ T � - +. .f4 FL# FL13541-R10 D O l Application Type Revision Code Version 2014 I Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived a Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative- Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies' I Compliance Method Certification Mark or Listing Certification Agency National Accreditation&IManagement Institute Validated By National Accreditation&'Management Institute • I i Referenced Standard and Year(of Standard) Standard Year AAMA 1304 2002 ASTM E283 2004 ASTM E330 I, 2002 TAS 202 1994. Equivalence of Product Standards Certified By r - Product Approval Method .. Method 1 Option A i http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG... 5/5/2016 Florida Building Code Online Page 2 of 3 Date Submitted 02/02/2016 Date Validated 02/03/2016. Date Pending FBC Approval Date Approved 02/07/2016 Summary of Products FL# Model,Number or Name Description 13541.1 Design Pro/Smooth Pro Single(X)Opaque Fiberglass Door, Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13541 R10 C CAC NI011906.01-R3.odf Approved for use outside HVHZ:Yes FL13541 R10 C CAC NIO11906-R3.1)df Impact Resistant:No - Quality Assurance Contract Expiration Date Design Pressure:+50/-50 03/30/2018 Other:3-0x6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions FL13541 R10 II A010831A SS 2014-09-26.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R10 AE PER2742 SS 2014-09-26.1)df Created by Independent Third Party: Yes 13541.2 Design Pro/Smooth Pro Single(X)Glazed Fiberglass Door Limits of Use Certification Agency,Gertificate Approved for use in HVHZ:No FL13541 R10 IC CAC NIO11921.01-R3-signed.Ddf Approved for use outside HVHZ:Yes FL13541 R10 C CAC NIO11921-R4.1)df Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+50/-50 03/30/2018 Other:3-0x6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions FL13541 R10 II A010832A SS 2014-09-26.1)df Verified By: Hermes F. Norero,P.E. 73778 Created by Independent Third Party:Yes Evaluation Reports FL13541 R10 AE PER2743 SS 2014-09-26.1)df Created by Independent Third Party:Yes 13541.3 Design Pro/Smooth Pro Double(XX)Opaque Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13541 R10,C CAC NI011907.01-R3.odf Approved for use outside HVHZ:Yes FL13541 R10 C CAC NI011907-R3.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2018 Other: 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions FL13541 R10,II A010833A SS 2014-09-26.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 RIO AE PER2744 SS 2014-09-26.odf Created by Independent Third Party:Yes 13541.4 Design Pro/Smooth Pro Double(XX)Glazed Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No J FL13541 R10 C CAC NIO11908.01-R4.odf Approved for use outside HVHZ:Yes FL13541 R10 C CAC NI011908-R4.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2018 Other: 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions FL13541 Rlb II A010834A SS 2014-09-26.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R16 AE PER2745 SS 2014-09-26.odf Created by Independent Third Party:Yes 13541.5 Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O)Opaque Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13541 R10 C CAC NI011910.01-R4.odf Approved for use outside HVHZ:Yes FL13541_RIO C CAC NI011910-R4.1)df Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2018 Other:9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions FL15541 R10 II A010835A SS 2014-09-26.odf Verified By: Hermes F.Norero 73778 Created by Independent Third Party:Yes Evaluation Reports . FL13541-Rib AE PER2746 SS 2014-09-26.1)df Created by Independent Third Party:Yes http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG... 5/5/2016 Florida Building Code Online Page 3 of 3 13541.6 Design Pro/Smooth Pro Single with side lite(s)(X,O/O,X/O,X,O)Glazed Fiberglass Door imits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13541 RSO C CAC NI011923.01-R4.pdf Approved for use outside HVHZ:Yes FL13541 R10 C CAC NI011923-R4.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:N/A 03/30/2018 Other:9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions FL13541 R10 II 13541.6.1)df Verified By: Hermes F. Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL13541 R10 AE PER2747 SS 2014-09-26.1)df Created by Independent Third Party: Yes 13541.7 Design Pro/Smooth Pro Double with side lite(s)(XX,O/O,XX/O,XX,O)Opaque Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13541 R10 C CAC NI011911.01-R4.gdf Approved for use outside HVHZ:Yes FL13541 R10 C CAC NI011911-R4.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2018 1 Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions FL13541 R10 II A010837A SS 2014-09-26.pdf Verified By: He F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports . FL13541 R10 IAE PER2748 SS 2014-09-26.pdf Created by Independent Third Party: Yes 13541.8 Design Pro/Smooth Pro Double with side lite(s)(XX,O/O,XX/O,XX,O)Glazed Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13541 R10 'C CAC NI011912.01-R4.pdf Approved for use outside HVHZ:Yes FL13541 RSO C CAC NI011912-R4.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:N/A 03/30/2018 Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions FL13541 R10 II A010838A SS 2014-09-26.odf Verified By: Hermes F.Norero,P.E. 73778 Created by Independent Third Party:Yes Evaluation Reports FL13541 R10 AE PER2749 SS 2014-09-26.odf Created by Independent Third Party: Yes Back FN.- Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 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 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: security�sc.Taicv http://floridabuilding.org/Pr/pr_app_dtl.aspx?param=wGEV XQwtDquynOPErOHeeZa6NzG... 5/5/2016 743/4"MAX.O.A.WIDTI 1 PREPARED BY: 373/8" 37 FRAME— FRAMEME TYP. TYP. JEL]BrWEN, a 'E 2s BUILDING DROPS,INC. W 111 bb I�S, IOL D 0"0.'R S 396 E.OAABEACI.33 5TF.338 DANIA BEAIN,FL 33004 PH:19s41399 M18 .F FAX:19541144.4]38 �• _ = WEB:wwN.buiIdlABdrDPCcom DESIGN PRO/SMOOTH PRO FULL LITE 11 Z .~\-1-1= ' 0ILLQ+J1 •'n= 1 NON-IMPACT < p ACTIVE T FIX D SO O Dc< FIXED LU o Z LL E 0 s O Z...LL J W m•H ZT 1 FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 3 0 =a 3 0 LL z of m m O? > 1 O? O W _1 'DLL e N GENERAL NOTES: ` ~ Z t-, 1. THE PRODUCT SHOWN, HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT B , s s 00 O LU - INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE 6 6 L Z Z I--- (FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDJNG TO THE FOLLOWING: TYP.ELEVATION 1 TYP.ELEVATION 3 L Z Q 0 • ASTM E330-02 DOD4woNNR 1121/8 MAX.-O.A.WIDT Frsotun - O W Z „, - • ASTM E283-04 RnwImFlFHowsR roxa,u 37 3/8" a J Q c, • AAMA1304-02E ED ' FFAMETYP7 Z 111 TAS 202-94 tri • G s(D,1 Q LLI u. 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE _ `♦ \ O w RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE r FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF oo io l2 z .. INSTALLATION. + _ 3 )0 F 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR m 1 '�o'go ~ A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED z l7 1 p ACTIVE O REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS 3 z 4 a IXED -Point lack GL H 3 p T z w Add ADA sill,MulEl 06/23/14 DOCUMENT. Z 1 =a &Radius Ute 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT O FIXEDDA , m Add TAS 202-94 Standard SM 09/22/14 RESISTANCE. Add Integral Mull MS 01/29/16 S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET FOR GLAZING DETAILS, AND 5MU.Nor BE REPRODUCED IN N O rnnr 5 l e OHOUf MMENCONSFMOTBOIDTINGDROPs I.C. 8 6 6 6 EMIIONS.ADOnION5.HIGNUG".2.OR OTHER 6. FIXED FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS En nuxGSTOTHIS DOCUMENT ARE NOT PERMMEDAND I BETWEEN GLASS, DECO, AND EXTERNAL AND INTERNAL WROUGHT IRON. RADIUS SHAPED LITES ARE TYP ELEVATION 2 e AURA DUR CERTIFICATION, (SHAPED) ®N a.r Doo w,wo QUALIFIED FOR 6'-8"DOORS AT DO+/-50 PSF ONLY. Ovamx slows ouuwou nuRw.LE,.wT ♦♦\\\\,S 0 F. rJl/Z2'' ♦ �E NOTES: \ 7. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH 1. ALL DOORS SHOWN N.CONFIGURATIONS ON THIS SHEET MAYBE LEFT ♦♦♦�Q',. DOORS ARE QUALIFIED. HAND OR RIGHT HAND OPERATING DOORS. 7 -8. NOTE:OPERATING AFCO H-497 SILL MEETS WATER INFILTRATION-AT WATER TEST PRESSURE(ETP)OF 9.75 PSF. 2. SIDELITE MAY BE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN- ABOVE AS LONG AS O.A.DIMENSIONS ARE NOT SURPASSED. FIXED SIDELITE MEETS WATER INFILTRATION AT WTP OF 7.5 PSF.REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, MAX.OVERALL DESIGN PRESSURE(PSF) PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG NOMINAL SIZE MISSILE O ••• ( P'4 �(/ (OH)RATIO OH LENGTH+OH HEIGHT IS 2: CONFIGURATION FINGER-JOINTED PINE ALL OTHER MATERIALS IMPACT ! ;6.••'••.,,,..••" G��♦♦♦ - __ _ INSWING OUTSWING INSWING OUTSWING RATING �j s NOFF ♦♦ WIDTH HEIGHT �'�'�pEp,�LUD, TABLE OF CONTENTS - 3 Ed[rb ww''�� POS. NEG. POS. NEG. POS. NEG. POS. NEG. JUN .. - rBPF CFRr.Or Au�FnnNO.-1.SHEET REVISION SHEET DESCRIPTION 0 3'-0" 6'-8" 50' 55 50` 55 50' S0 50• 50 NON-IMPACT 1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES . Digitallysigned by Hennes F NDrero,P.E. 0,%,O 9-0.1 6'-8" 50' 55 50•' 55 50' S0 50• 50 NON-IMPACT Reason:l am approving this document 2 A TYPICAL ELEVATIONS O,X,O VENT LITE 9'-0" 6'-8" 50• 55 50' 55 SO' 50 - 50• 50 NON-IMPACT Date:2016.01.311639.15-05'00' 3 A TYPICAL ANCHOR LAYOUTS AND NOTES O,X,O RADIUS V-0" G'-8" 50• 50 50`. 50 50' S0 50• 50 NON-IMPACT DATE: 02.05.14 4 A QUALIFIED CONFIGURATIONS&GLAZING DETAIL O 3'-0" 8'-0" 45• 45 45' 45 45• 45 45• 45 NON-IMPACT DWG. Y: I CHK. Y: O,X,O 9'-0" 8'-0" 45• 5 A OPTIONAL 2X BUCK ANCHORING DETAILS 45 45' 45 45' 45 45` 45 NON-IMPACT GL T.JM SS/MSS " 6 A VERTICAL ASSEMBLIES X,O 6'-0" 6'-8" SO• 55 50• 55 50' S0 50' 50 NON-IMPACT SCALE: NTS 7 A HORIZONTAL ASSEMBLIESX,OVENTLITE 6'•0" 6'-8" 50• 55 50' 55 50• 50 50• 50 NON-IMPACT DWG.a:A010836A 8 A WOOD SUBSTRATES X,O RADIUS 6'-0" V-8" 50• 50 50• 50 50' S0 SO' S0 NON-IMPACT SHEET: OF10 9 A CONCRETE SUBSTRATES X,O 6'-0" 8'-0" 45• 45 45` 45 45• 45" 45• 45 NONIMPACT 10 A COMPONENTS&BILL OF MATERIALS 'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. PREPARED BY: BUILDING DROPS,INC. 390 E.DANIA BEACH BLVD.,STE.33B 37 3/811 DANIA BEACH,EL 33000 - H:19541399B4>B - 1121/811 MAX.O.A.WIDT FRAME EAY:1954p44.4238 Typ, WEB:www.l,wlelolemns.rom T6 ) -0 in O J Lo Fm N. r- LL '� W m m I I Z f.. O LLeln U9 Oa _ _ x CL N= d 216�-l°-Iw 2Q > mea m wLu FIXED s O O. r.�H w C) J m g B, B O w Z w I' ACTIVE 6 FIXED Z Z FIXED Z 3 z a. m w O Q �3 a � =a 3 z a p Z U '^ 7 3/8" / 3 O y n. �-• O_2 s� a / FRAME o? 2 F w �.-TYP. .o 6 6 6 TYP.ELEVATION 1 TYP.ELEVATION 3 ED "xll.lam5xawi�o ulNoxnLl.loarl»Em E<LmLun REMARKS BY DATE 743/4"MAX.O.A.WIDTI 1 - ' Add ADA Sill,MVILI-PoInt wck GL06/23/14 O I a 6 6 &Radius Lite Add Integral MDII MS 01/29/16 \ NDSHALL NOT BE ILEPRODUOCLU INVAIOLEDa PA.C ARE aOPS.IxC W a a Z AIIINGS TO THISSOOCUr4l•NTAAE NOT PERMIT D ND IVALIND TEOUA[AHPICATION N= OL3. z T. ��CTIVE FIXED O \\\� .S F 0 `` 3 z 5 0 �e -- - - - --- -- - --"' - - -- Oz� x93/81. -•.* ] '2� — -FRAME _ - - - - - - - - -- _ - - -- __'D T"T t wTYP. �0�:• C OP:• ` %i .iP •••s..nonE••aG \� IU�uUYAI@i Dari \\ DEri[NL VD„S�Ai3� TYP.ELEVATION aw/aHE swum DATE: 02.05.14 DWG. Y: CHK. Y: GL�TJM SS'MSS SCALE: NTS DWG.it:A010836A SHEET: OF10 I / _ PREPARED BY: INSTALLATION NOTES: SEE7 BLE 112 1/8"MAX.O.A.WIDT FOR CITY, 11/2"TYP. ,� 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 3„TYP C3 TYP. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAKIMUM ALLOWABLE BUILDING DROPS,INC. 390 f.0ANIA0EA[H,BLVD RE.338 SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE >> DANIA BEACH,iL330GI330M CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. r / i F PK:(95u1399.0470 iTO PAN:1954)44.4730 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO wEB:www.00ItdlOeaeoPs.eO,R STUCCO,FOAM,BRICK VENEER,AND SIDING. W W 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 00;.�w I I Do O OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR _ Go MANUFACTURER'S INSTALLATION INSTRUCTIONS. a I I s z (D O E9 I I O C) O�Go RG S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR L7 W JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE 3 z¢ < O I I Q ¢Gl Q g i SHELL OF BLOCK. 5 vii O I I I Y4 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK w I I , I a 00 O CONCRETE/MASONRY CONSTRUCTION. Z H O 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FI D A VE FIXED 2 w FOLLOWING PROPERTIES: a O A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 3 NP• Z 2 B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. A3 A3 _ 3 TYP. .• U' Z C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH , TYP.ANCHOR LAYOUT w Q OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 .n-nom �f O J F eSI. era ® Q D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH M I N I M U M COM PRESSIVE STRENGTH U } OF 2000 PSI. ABLE F37 3/8" n- FOR CITY. 74 3/4"MAX.O.A.WIDTH— O.A.WIDTH F 8. SEE SHEETS 8 AND 9 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR 3"TYP— 11/2"TYP. 3"TYP. 3"YYP. LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. C3 C3 REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG As MINIMUM - _ Add ADA sill.MuRI-Point Lock GL 06/23/14 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. O I y &RDdlu,Ute: UO I is ANCHORTABLEDO ILE _ O I soot M N IS TNLvnovtmro B I GBnovs.l U_' Iy AHOSNALL NOTDEREPROOUCfOINWHOIEORPART 6'8"DOORS 8'0"DOORS � 2 .�-3 I wonOOTWHRTEN CONSENTOF BUILDING DROPS,INC n N tD I m I�t�I7R S [te AU RATIONS.ADDITIONS,HIGHUGINING,OR oeNER ARRINGST NVAUORTE OURccutfICATPfNMITTFD AND ANCHOR MIN. MIN.EDGE H OF 4 OF L9°`¢ D~c I c in ANCHOR TYPE SUBSTRATE MAX.D.C. ANCHORS AT MAX.O.C. ANCHORS AT l7 Lmi O 6 I O z I O I\\\\3 111111,I SIZE EMBEDMENT DISTANCE SPACING AT SPACING AT 3 z = I 2 ���\ �S F. O 2 HEAD/SILL HEAD/SILL g v U - z i JAMBS JAMBS r 3 z g�VE Q ZCLUSTERS CLUSTERS O ¢ ¢ F- O ¢z2X WOOD BUCK O zO OWOOD SCREW N10OR FRAMING1-1/2" 3/4" 17.1/2" 4 17-1/4" 4 7 ITWTAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 4 17-1/4" q - - - -- - T T FIXED FI QED 1-3/8"-CONC. , %'nom�I@•yy•.{......... C9z ElCO ULTRACON 1/4' CONCRETE/CMU 1' 17-1/2" 4 17-1/4" 4 i iafa 7v7 \ 1-1/4"-CMU A3 A3 3' /� S sF.xaRE �� 3"TYP. - — 3"TYP. 9A; A BuA.t 1 _, le w .— ITWTAPCON 3/16" CONCRETE/CMU 1.1/4" V. 11-5/8" - 8 ---14.3/8" 6 \TY P.ANCHOR LAYOUT TY P.ANCHOR LAYOUT .FBPECFAT.DEAu4Fli}i�noN uo.79s7e _ e.e Ow,ia [IGM 4.e ORea ODORxn9xr B3 2-49 X 21/2"PFH SCREWS DETAIL D3 DATE: 02.05.14 TTP.HOPPE 25 26 MULTI-POINT SHOOT BOLT - DWG. Y: CHK.BY: MU CI a PLATE LOCATION GL/TJM SS/MSS _ DETAIL B3 (RH PLATE SHOWN) SCALE: NTS TVP.HOPPE D3 AID 1083 6AMULTI-POINT SHOOT BOLT I-BOTTOMIsHOOT NOTES: DWG.4: PLATE LOCATION BOLT PLATE 1. ALL DOORS SHOWN IN CONFIGURATIONS ON THIS SHEET MAY BE LEFT SHEET: OF 10 HOPPE N 2098911 HAND OR RIGHT HAND OPERATING DOORS. 2-B9X 21(2"PFH 3 SILL SECTION VIEWHEAD 3NSow UT—ING S.-A ABOVE AS LONG AS O.A.DIMENSIONS ARE NOT SURPASSED. ECOTION VIEW 2. SIDELITE MAY BE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN PFH SCREWS INswwG SHO....T wnNG SImIUR wIN SEEDETAILB3 SEEO B.of PREPARED BY: r r r \ r \ r r r \ BUILDING DROPS,INC. _ 390 E.DANIA DFACH BLVD.,SM 338 DANIA OEACH,FL 33004 PH:19S4R399 047 A (9541 44.473 , WEB;www.bulldlncdr4p4.rnm B B B B WLL5 J m m Z r C rT U_ 0 2�m O HJ uLL v' Q O,X,O ELEVATION O,X,O ELEVATION 3 X,O ELEVATION X,O ELEVATION S¢ 7) w 5 LI WITN 3'0'SIDEUTES 4 oFlRFS 4 WITH3'O"SIDEUTE 4 WITN I'3"SIDEUTE ` U' z ,, \ oZ ON NOTE: I OL 0 We ALLDOORS SHOWN IN CONFIGURATIONS \ PXIELE \ r 2 w l7 ONTHIS SHEET MAY LEFT HAND OR u.- 06 RIGHT HAND OPERATING DOORS. O Q BREMARKS BY DATE 1°MAH. Add ADA sill,Multi-Point Lack GL 06/13/14 &RBdIUSLItD3/4"AIRSPACE 14 INTERIOR EVATION ON O ELEVATION O ELEVATION X,O ELEVATION 1/B"TEMPERED GlA55 wH•• EUTE 3b"SIOfUTE 34°SIONIf WITHOPTIONAI VENTIfTE DOOR 3 AND SHALL NOT BEFRFPRODUCFDPIN WHOIf OR PARI O SILICONE -DO SEF OFTAIL BELOW A4IOus�OOINONSNHILHUGINRHTING.On ar'IE L ad m' BUTYL ARNNGS TO THiS OO FDU�NTAflF UOTPERWTTFO AND EXTERIOR ``,1 111cenTI11�,/ SES F. 0 20 RED[-SEAL 23 T/"OVERALL g 6'-8"GLAZING DETAIL /E - _)6 62212-MAR.D.LO.1 0.�IGM O ''~O� �O( .•• a���\` 1" Cj MAX. 1"MAX. 1"MAX. ''o' ''r��`SF�lI F•�y. +d G`\\ti` O nohvDs�c1'hD 3/4"AIRSPACE 3/4"AIRSPACE - - 3/4"AIRSPACE - 3/4"MAX. _ .. ,o INTERIOR z� 1/2"AIRSPACE a=r cfntaEAu _ }ION ND.x9s)e 14 �m N INTERIOR 14 w INTERIOR 1Q o 14 m TEMPERED GLASS - Z TEMPERED GLASS N'- z, 1/8"TEMPERED GLASS o 1/B"TEMPERED GLASS p IRSSILICONE SILICONE D\o _ 32 DATE: SILICONE BUTYL 02.05.14 m BUTYL �'� M BUTYL INTERIOR DWG. Y: CHK. Y: EXTERIOR EXTERIOR EXTERIOR ODLVENT LITE ASSEMBLY EXTERIOR 22 GLTJM SS MSS SCALE: NTS 20 21 23 zz DWG.N:A010836A NOTE: REDI-SEAL REDI-SEAL SILICONE FRACTIONAL GLAZING,INCLUDING INTERNALGRID,BLINDS SHEET: 0 F10 REDI-SEAL BETWEEN GLASS,DECORATIVE,EXTERNAL AND INTERNAL 8'-0"GLAZING DETAIL FLUSH GLAZE DETAIL /fX\ GLAZING DETAIL GLAZING DETAIL WROUGHT IRON AND RADIUS(SHAPED)LITES ARE APPROVED n 3 205/2•MAM.D.LO.WIDTn 3 2l)/B•MAK O.LO.WIDTH 3 FOROVAL,SUNBURST.MD ROUND TOPS 3 FDR nnv UTEVENTUT. IN ALL GLAZING DETAILS SHOWN ABOVE. 4 Tel/2'MAL D.LD.HEILIIi )8)/8'HAM.D.LO.HEIGHT IN 6'0•UNITSAT OP./-SO PSFONLY INS I--UNRS ONLY PREPARED BY: . r 41/2"TYP. 41/2"TYP. 41/2"TYP. 41/2"TYP. 41/2"TYP. 41/2"TYP. BUILDING DROPS,INC. ' 390 E.DANIA¢EACH BLVD,STE.33B 11/2"OFFSETTYP. 11/2"OFFSET TYP. ^I 11/2"OFFSET TYP. ^' 11/2"OFFSET DANIA BEACH,fL 33D04 fFl SAN:(95A1)4A.4)3B II I I I I i I WEB:Ynrvw.builJlR¢d,ppf.4om O p b 3: no LL '��_ J wLL i•+ I I I1w UCC I I o Exv � Mg Z J O Z Z I I Z o 0 a W O Q .. a° �TYP.ANCHOR LAYOUT P.ANCHOR LAYOUT LAYOUT �3,TYP.ANCHOR LAYOUT PTIONAI II(DUCI(IN CONCRETE/MASONRY 5 PTIONAl3%BUCR EN[ONCPETE/MASONRY 5 naNAL xx euCR wcoHCREWMASONRY REMARKS BY DATE Add ADA SIII,multi-Point Lack GL D6/23/14 &Radlus Ute D M na DUUH G HISNWNDE[DnPMi . , I WRIIDUI WRHIFN CONSEMOi DUILDiNG DROPS,ING GHUGHHN6,M IDA TO THIS nIcIRTE NOT PERMOTIOANO n[OUR[[ 11/4 MIN.EMBED P. ``````,S F.nrl���'�'/ SEE TABLE 2X BUCK ANCHOR TABLE wo ^ -. O - - --- — --- - 'I,O' O G� 6'B"DOORS 8'0"DOORS Z - - - -- - - --- - MIN.EDGE MIN.CENTER ANCHOR SIZE MIN EMBEDMENT %�O•••. / P•'• 2(/ ^ ANCHOR TYPE SUBSTRATE DIST.TO TO CENTER w SUBSTRATE DISTANCE MAX.O.C. IMAX.O.C. SPACING AT SPACING AT / S(Q •.....f. JAMBS JAMBS F .v3aE9 �� ��66N 2X WOOD BUCK INSTALL. - ( FX 11- nil 2X WOOD BUCK ANCHOR BUCK ANCHOR TABLE - 8 L+S -' ITW TAPCON 1 4" -- CONCRETE CMU - 1-1 4" 2-1/2" - 4" _ -25"_ 30-1/4". ((EEqq' ' - - / / / iDPE CFRT.OF AUTRdR ilON NO.29578 'ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/B"-CONC. 1" 4" 25" 2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL. 1-1/4"-CMu 5 CROSS S[CTION RUCK DATE: 02.05.14 NOTES: - DWG. Y: CHK. Y: GL/TJM SS/MSS 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL.THRESHOLD SHALL BE FASTENED SCALE: - NTS . IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 3. 2, ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL DWG.X:A010836A 4/5. SHEET: OF10 - 5 . PREPARED BY: 1 U8 X 2-1/2"PFH coRNEas, BUILDING DROPS,INC. ONE AT MI DSPAN 199 E.DANIA 0EACH amu.,STE.119 DANKREACH. NI 1914139JI19948470 FAX:19541)44.473. R `.\•\\ 1 R.\ �\ 3 WfD:www.bu114IRCdrODJ.com INTERIOREXTE0RIOR INTERIOR EXTERIOR EXTERIOR INTERIOR INTERIOR o y 4 =Lb O u- Ln WLLJ ��� DO g�S" o� w mACg O Z N 1 OPERABLE HEAD 2 SIDELITE HEADr3-\ OPERABLE SILL o z 6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING 2 U ENDURA ZAIL4565F z E- . L7 �.. En Lu r p > s F- 48 X 2-1/2"PFH 7 REMARKS BY DATE R INTEflIOR 6"FROM CORNERS Add ADA SIIL Multi-PoINt Lock GL 06/23/14 ONE AT MI w &RadI.1 UU, ./ EXTERIOR n 1 INTERIOR EXTERIOR INTERIOR EXTERIOR . S 3 M x P o co—S. e sxuL Nor Dl nFvnooLclo NNwxR on vuir E \��\\\\ O WRH SM WRITTEN CON 11-19VILDING DROPS— .4 .'1..+'. \ \ \ \ lC� ARUNGVONS,AOONIUMHOGREN1 NG,ONOTHER ECA RRIN TINWLIDONMtMARFNDT POERMIrtlo ANO • GS INVRIIOnTP OUR CERTIFICATION. 4 OPERABLE SILL 5 SIDELITE SILL 7 OPERABLE SILL o`` ES F' /o�'''% 6 OUTSWING 6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING AFCO 1-2297 OPTIONAL AFCO H-497 'T:• O 7 ,[�IQyyt ap G� •L INTERIOR EXTERIOR - - - - - - -- - - - FOPE CERT.of vo� n r1iDN No:-1. DATE: 02.05.14 DWG. Y: CHK. Y: g OPERABLE ADA SILL LfTJM SS'MSS INSWING/DUTSWING SCC ALE: NTS ENDURA HCISOOD DWG.N:AO1OH36A SHEET: OF10 PREPARED BY: HINGE 119 X 2-AT/2"PFHJAMB: NOTE: PLACE#9 X 2-1/2"PFH SCREW HINGE AND LOCK ARE INTERCHANGEABLE NEXT TO WEATHERSTRIP AT THE MULLION. ,. 1 15 16 \ BUILDING DROPS,INC.1 1 .390 E.DANIA REACH OLVD.,STE 330/ \\\ OaPM:OEACSL-013004. 478 38 INTERIOR ��\ / WED:Swww•196u117 BdA4.4?pps.c"m INTERIOR #8 X 2-1/2"PFH % /. INTERIOR 6"FROM CORNERS, /. �. 17 1/4"O.C.TYP. '� 1-U9 X 2-1/2"PHILLIPS \ �u -oow % \ FLATHEAD WOOD SCREW J m v \ \ J \ - w mo 3-#9 X 3/4"PHILLIPS DO ° m°�° _ 3 FLATHEAD WOOD SCREWS O m w LL a EXTERIOR EXTERIOREXTERIOR 0-t U S a W i2 4-# HINGE SCHEDULE9 PHILLIPS FLATHEAD WOOD SCREWS z Ln Z4 USE 3/4"LENGTH FOR6'-8"DOORS DOOR HEIGHT QUANTITY* O 11 m Y ' USE 1"LENGTH FOR B'-O"DOORS 6,4, .3 �2 Q LOCK JAMB FIXED JAMB 3 HINGE JAMB B'-0" 4 o Z z Zo 7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR a ON A R 0 w C1 z APPLY DAP ALEX PLUS SILICONE 11 APPLY DAP ALEX PLUS SILICONE10 APPLY DAP ALEX PLUS SILICONE W Y• OR EQUIV.ADHESIVE SEALANT OR EQUIV.ADHESIVE SEALANT OR EQUIV.ADHESIVE SEALANT BETWEEN IAMBS BEFORE BETWEEN IAMBS BEFORE BETWEEN JAMBS BEFORE F MULLING MULLING % MULLING \��'/%� \�� �i/, \\' •/%/ q8 X 2"PFH SCREW � q8%3"PFH SCREW � 118%3"PFH SCREW REMARKS BY DATE AT EACH MULLION. AT EACH MULLION. AT EACH MULLION. Add AOA sill,Mu11I-POmL Lack GL 0643/14 \X 6"FROM CORNERS, 6"FROM CORNERS, 6"FROM CORNERS, &Radlus Llle \. 141/z"D.C.TVP. \ 141/z"o.c TVP. / 141/z"D.C.TYP. JAMB MATERIAL: Add Integral Mull M5 01/19/16 JAMB MATERIAL: JAMB MATERIAL: / FINGER JOINT WOOD, FINGERJOINTWOOD % FINGER JOINT WOOD, SOLID WOOD,LVL, 8 c IH vnovbnE R o c na N % OR SOLID WOOD SOLID WORD,OR LVL ANDSHALLNOT DEREPRODUCED IR-11ORYART / OR COMPOSITE - THIMINAMEN CONSENT OPOmmma=DROPS,WC ALTERATmNS.AODmouS.HImmDImNO,OR OTHER 11GS10THIS DOCUMENT ARE NOT PEAmmEDANO II I I I I IOATE OUR CERTIFICATION. —r 1.50"'t� 0.75 F— 1.50 t� 4 1.50"'1� ```L, TI�/'/' z.zs" 3.Do°— �.�� ss F. 0 /��� �4�BACK-TO-BACK JAMB 5 BACK-TO-BACK JAMB 6 BACK-TO-BACK JAMB 7 INTEGRAL MULLION °" �o�= 7 NO MULLION REINFORCEMENT 7 SX MULLION REINFORCEMENT 7 2X MULLION REINFORCEMENT 7 FOR 6'8"AND 8'0"UNITS =* 8-#9%21/z"PFH - 18 [ALLOTE: - •-_ --.- ...—• SOLID WOOD USED IN MULLION ASSEMBLIES ABOEW/STRIKE HARDWARE 17 O BE PONDEROSA PINE(MIN.S.G.=0.45)OR GREATER. � AI�R�e G �� 4-MPL STRIKE PLATES 3-#8X2"PFH 31 P T -W/STRIKE HARDWARE - - EXTERIOR 4-#8X13/8"PFH 3�u8 � SL1�I 1-MPLSTRIKE PLATE _ - - 1-.REINFORCEMENT PLATE_�. AT+EW _ HOPPE#2512296 CERT.OSAUr n}t� NNO-7. 0 0 INTERIOR o INTERIOR o CRATE: 02.05.14 GL1TJM ss mSS 9-0 X 13/4"PFH 13-#8 X 13/8"PFH(6'-8"UNITS) SCALE: NTS W/HARDWARE 8 15-#8 X 13/8"PFH(8'4"UNITS) 8 (6'-B"&8'-D"UNITS) COMES W/HARDWARE DWG'q'AO10836A g ROCKWELL MULTI-POINT LOCK g HOPPE MULTI-POINT LOCK_ 1 HOPPE MULTI-POINT LOCK SHEET: oP10 �OUTSWING SHOWN-INSWING SIMILAR 7 OUTS WING SHOWN-INSWING SIMILAR 7 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY 7 PREPARED BY: 2X WOOD WOOD ANCHOR = SEE TABLE ON SHEET 2 MIN. o J % SILICONE BUILDING DROPS,INC. EDGE DIST. WOOD ANCHOR - 390EOANIq BFADH OIVD.,STE.330 SEE TABLE SH.3 ❑F- SEE TABLE ON SHEET DANA BEACH,FL 33D W PH:(9S4)399 8470 WEB;FA%:(954I7J4.473B vnvw.bulldlpQtlwpE.wm GO wm 2X WOOD Bit CK % zF m m o • % �/ �/. % 2X WOOD BUCK F 0 d 0 MIN. Lt m . T _ EDGE DIST. O ` o�N WOOD ANCHOR HIM SEE TABLE SHEET 5 '^= SEE TABLE ON SHEET 3 MIN.EM BED. - y SEE TABLE SH,3 1 HEAD (TYPICAL JAMB (TYPIC 3 OPERABLE SILL ZDO O � OUTSWING SHOWN-INS MILAR OUTSWING SHOWN- ING SIMILAR $� INSWING �Z Zo ENDURA IAIL4565F CL WOOD ANCHOR ED 0 WOOD ANCHOR w WOOD ANCHOR " SEE TABLE ON SHEET 3 SEE TABLE ON SHEETS O " SEE TABLE ON SHEETS � x 19 SILICONE \ \�\\.' \� SILICONEA.,y 'SILICONE Y-3 \ \ °; wN ESN w3 GO LJET W J 2X WOOD BUCK m 2X WOOD BUCK ~ Z H Z F z r REMARKS BY DATE vWwiw Iw Add ADA Sill,MuIU-PBIDL Lock GL 06/23/14 2X WOOD BUCK a R9d1U5 DEB MIN. MIN. MIN. ' EDGE DIST. EDGE DIST. EDGE DIST. ING, HIN Pn o nDINc o SEE TABLE SH.3 SEETABLESH.3 SEE TABLE SH.3 ANB suAuxoTBEREPAOOUC ID OLFORPANI WOHOUT WRITTEN CONSEHTOF BUILDING DROPS,INC ALIEIiAOONE.A-11-1.HIGHUGHONG,On OTHER OPERABLE SILL 5 SIDELITE SILL (MULLED UNIT) OPERABLE SILL MARKINGS TOTHISOUR T ARFNOTPERM REDANO NTHISD,DOCUMENT N A G 8 OUTSWING 8 OUTSWING SHOWN-INSWING SIMILAR 8 HIGH BUMP OUTSWING ``` �SUF ERT/O'''''' AFCO J-2297 - AFCO H-497S• CONCRETE ANCHORRC - - -- _ SEE TABLE ON SHEET _ S - T T - SILICONE - a - - - -- - - - - - - - --- '9 - 19 w 2X WOOD BUCK \\�� � \ SILICONE �i�SQ••yyy9fEES,NOR �f�•A�g G\��` FAG MAALN Z937E� -- z - - - - - - 2X WOOD BUCK G. PE CERT.OF gU7RNiRAiLI NNO.39S78 _ EDGE DIST. SEE TABLE SH.3 DATE: 02-05.14 g 'OPERABLE ADA SILL SIDELITE SILL (STAND-ALONE) DWG, Y CHK. Y: 8 INSWING/OUTSWING 8 OUTSWINGSHOWN-INSWINGSIMILAR GLIT.JM ss mss ENDURA HCI5000 NO ANCOR REQUIRED SCALE: NTS 1�OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW DWG'#'AO1O836A SECTIONOF HEAD OR JAMB AS LONG AS MINIMUM - SHEET: OF10 EMBEDM ENT AND EDGE DISTANCE ARE ACHIEVED. R V .Florida Building Code Oriline Page 1 of 3 k ' � n i � �:cr fiv:Saq Depament! SCIS Home. Log In User Registration j Hot Topic Submit Surcharge ; Stats&Facts Publications FBC Staff BCIS Site Map Links Search - Busines�,, Professional Y< Product Approval ooh" USER:Public User Regulation rM Product Aooroval Menu>Application Detail •J 1 l 1C'" 9 � `• +� FL# FL14095-R6 WW - Application Type Revision Code Version 2014 IV Application Status Applied For Comments Archived ED Product Manufacturer JELD-WEN I Address/Phone/Email 3737 Lakeport Blvd / Klamath Falls,OR 97601 (800)535-3936 6 1 U fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601' (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung I , Compliance Method Certification Mark or Listing i I Certification Agency National Accreditation&Management Institute Validated By National Accreditation&,Management Institute Referenced Standard and Year(of Standard) Standard j. Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards 'Certified By I Product Approval Method Method 1 Option A Date Submitted 02/26/2016 Date Validated http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtGLR%2ByCByIJkAu... 5/5/2016 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 14095.1 Premium Atlantic Vinyl Single Hung (8100)36"x 72"Insulated Glass(5/16 in PVB or SGP Lam- 1/8 out Annealed) Limits of Usd Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R6 C CAC NI011567.04-R2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact'Resistant:Yes 04/30/2017 Design Pressure: +65/-70 Installation Instructions Other:Laminated glazing interlayer material requirements. FL14095 R6 II NI011567.04-R2 Dwgs 02172016.ndf meet the current edition of the FBC in accordance with Verified By: Hermes Norero,PE 73778 Miami-Dade Notice of Acceptance for DuPont SentryGlas and Created by Independent Third Party:Yes Miami-Dade Notice of Acceptance for DuPont PVB Evaluation Reports interlayers.White ridged PVC exterior extrusion FL14095 R6 'AE PER3094.odf requirements meet the current edition of the FBC in Created by Independent'Third Party:Yes acco ith Miami-Dade NOA.IG back bedded with Dow 9 14095.2 Premium Atlantic Vinyl Single Hung(8100)36"x 72"Insulated Glass(1/8 in-1/8 out Annealed) of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R6 C CAC NI011567.08-NI011567.09.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2017 Design Pressure: +65/-70 Installation Instructions Other:White ridged PVC exterior extrusion requirements FL14095 R6 II 36x72 DP65-70 Installation.odf meet the current edition of the FBC in accordance with FL14095 R6'II 36x72 DP65- Miami-Dade NOA.IG back bedded with Dow 995. 70 Through Frame Wood Installation.PDF Verified By: Hermes Norero,PE 73778 Created by Iridependent•Third Party:Yes Evaluation Reports FL14095 R6 AE PER3092.odf Created by Independent Third Party:Yes 14095.3 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(3/16 in- 3/16 out Annealed) Limits of Use Certification'Agency Certificate Approved for use in HVHZ:Yes FL14095 R6'C CAC NI011567.06-NI011567.07.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2017 Design Pressure:+65/-70 Installation Instructions Other:White ridged PVC exterior extrusion requirements FL14095 R6 III 52.125x75 DP65-70 Installation.odf meet the current edition of the FBC in accordance with FL14095 R6 III 52.12505 DP65- Miami-Dade NOA.IG back bedded with Dow 995.Windows 70 Through Frame Wood Installation.PDF with insulated glass wider than 36"require setting blocks. Verified By: Hermes Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL14095 R6 AE PER3093.odf Created by Independent Third Party:Yes I 14095.4 Premium Atlantic Vinyl Single Hung (8100)52 1/8"x 75"Insulated Glass(5/16 in PVB or SGP Lam- 1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R6'C CAC NI011567.02-Rl.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2017 Design Pressure:+50/-60 Installation Instructions Other:Laminated glazing interlayer material requirements FL14095 R6 III NI011567.02-R1 Dwgs 02172016.odf meet the current edition of the FBC in accordance with Verified By: Hermes Norero,PE 73778 Miami-Dade Notice of Acceptance for DuPont SentryGlas and Created by Independent Third Party:.Yes Miami-Dade Notice of Acceptance for DuPont PVB -Evaluation Reports interlayers.White ridged PVC exterior extrusion FL14095 R6 AE PER3091.odf requirements meet the current edition of the FBC in Created by Independent Third Party:Yes accordance with Miami-Dade NOA.IG back bedded with Dow 995.Windows with insulated glass wider than 36"require setting blocks. 14095.5 Premium Atlantic Vinyl Single Hung (8100)52 1/8"x 75"Insulated Glass(5/16 in SGP Lam-3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R61 C CAC NI011567-1\11011567.01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2017 Design Pressure:+65/-75 Installation Instructions Other: Laminated glazing interlayer material requirements FL14095 R6 II NI011567 Dwgs 02172016.odf meet the current edition of the FBC in accordance with Verified By: Hermes Norero,PE 73778 Miami-Dade Notice of Acceptance for DuPont SentryGlas and Created by Independent Third Party:Yes Miami-Dade Notice of Acceptance for DuPont PVB Evaluation Reports intedayers.White ridged PVC exterior extrusion http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq'tGLR%2ByCByIJkAu..- 5/5/2016 Florida Building Code Online Page 3 of 3 requirements meet the current edition of the FBC in FL14095 R6 AE PER3095.odf accordance with Miami-Dade NOA.IG back bedded with Dow Created by Independent Third Party: Yes 995.Windows with insulated glass wider than 36"require setting blocks, Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399IPhone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 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 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: secu71ty_%writc- i. http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2ByCBy l JkAu... 5/5/2016 AX. NAIL FIN INSTALLATION FROM CORNERS 11/2"MIN.EMBEDM T DISTANCE � 2 2x DOD FRAME OR EDGE:3/4" 1s*O.C. M .DISTANCE AJO/ 2X WOOD AX. YTHRU FO EDGE:3/4" 3 NAIL FINFRAME 1/4"MAX 3 SHIM SPACE 2 1/4"MAX SHIM SPACE 11/2"MIN. FTEsUO EMBEDMENT FRAME SECTION TYP a VERTICAL SECTION NOTE:fauA between NuilNg Flmga6 Wmd OpuY. I JAMB SECTION(TYP) HORIZONTAL SECTION NOTE:Coulk betwcen Nailing Flangc 8 Wood O 1/4"MAX r 4•MAX. SHIM SPACE 3 �CORNERS IR EDGE: 3/4 3/4° D E OR PREMIUM ATLANTIC VINYL SH WINDOW 1 22X WOOD FRAME Max Frame I bP RATIN6IMPACT �-WINDOW WODTH(Sa•MAX.) I 11/2"MIN.EMBE ENT 36 X 72 +65/-70 1 NO TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: Gener otes: 1. Seal flange/frame to substrate. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use#10 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida -1/2"into the wood framing. For 2X wood frame substrate•(min.S.G.=0.42).-- Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 1/8"annealed insulating glass. project of installation. Digitally signed by Hermes F.Norero,P.E. 4. Use structural or composite shims where required. Reason:I am approving this document 5. Installation methods can be interchanged within the same opening. Date:2013.08.12 12:29:29-04'00' 6. An impact protective system is required where wind borne debris protection is mandated by local This schedule addresses only the fasteners required to anchor the building code. window to achieve the rated design pressure up to the size limitations `O t t t t t 1 1 l��� 7. Maximum sizes are buck sizes and do not include fin or flange. noted. It is not intended as a guide to the installation process and does �� �� PROJECT ENGINEER: DATE: not address he sealing consideration that may arise in different wall ��� F'' •:•''••• • F ��� -- 06/25/2013 JELWWN 3250 Lakeport Blvd conditions. For the complete installation procedure,see the instructions ��;' .�� DRAWN BY: SCALE: Klamath Falls,OR.97601 packaged with the window or go to 7 D:Vezo NTS Phone: (541)882-3451 CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. J. Kantola Q-- Z APPROVED BY: Premium Atlantic Vinyl Single Hung Window DISCLAIMER: This drawing and its contents are confidential and are not to be �,n -• C DP' Nail Fin Installation (36 x 72") O `� PART PROJECT o reproduced or copied in whole or,in part or used or disclosed to others �i�� 5 rtto�RRo ```� D60909d except as authorized by JELD-WEN Inc. See Ent�IDyw BtVd.��llit9 999 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET j h0p4 NCTL210-3877- -FBC 00 lOF3EJ / Florida Building Code Online Page 1 of 3 OIId.k"(Jd t pnt BCIS Home Log In User Registration '; Hot Topic Submit Surcharge Stats&Facts t Publications FBC Staff ; BCIS Site Map Links Search { Busi nes(��7gJ�Jj ��,/ lrofessi V 1 1 I *USER:PProduublics User Approval Oval I Regulation Product Approval Menu>Application Detail V _� IVIA PH _ FL# FL14095 R6 _g Application Type Revision l Y Code Version 2014 Application Status Applied For Comments I Archived Product Manufacturer JELD-WEN - Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com 3 Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Seryice Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com 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 TAS 201 1994 TAS 202 . 1994 TAS 2031994 ,I Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/26/2016 Date Validated • i • http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%o2ByCBy 1 JkAu... 5/5/2016 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 14095.1 Premium Atlantic Vinyl Single Hung (8100)36"x 72"Insulated Glass(5/16 in PVB or SGP Lam-1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R6 C CAC NI011567.04-R2.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2017 Design Pressure:+65/-70 Installation Instructions Other: Laminated glazing interlayer material requirements FL14095 R6 'II NI011567.04-R2 Dwgs 02172016.odf meet the current edition of the FBC in accordance with Verified By: Hermes Norero,PE 73778 Miami-Dade Notice of Acceptance for DuPont SentryGlas and Created by Independent Third Party: Yes Miami-Dade Notice of Acceptance for DuPont PVB Evaluation Reports interlayers.White ridged PVC exterior extrusion . FL14095 R6.AE PER3094.1)df requirements meet the current edition of the FBC in Created by Independent Third Party: Yes accordance with Miami-Dade NOA.IG back bedded with Dow 995. 14095.2 Premium Atlantic Vinyl Single Hung (8100)36"x 72"Insulated Glass(1/8 in- 1/8 out Annealed) Limits of Use Certification:Agency Certificate Approved for use in HVHZ:Yes FL14095 R6 IC CAC NI011567.08-NI011567.09.odf Approved for use outside HVHZ:Yes Quality Assu'rance'Contract Expiration Date Impact Resistant:No 04/30/2017 Design Pressure: +65/-70 Installation Instructions Other:White ridged PVC exterior extrusion requirements FL14095 R6 II 36x72 DP65-70 Installation.odf . meet the current edition of the FBC in accordance with FL14095 R6 II 36x72 DP65- Miami-Dade NOA.IG back bedded with Dow 995. 70 Through Frame Wood Installation.PDF Verified By: Hermes Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL14095 R6 AE PER3092.odf Created by Independent Third Party: Yes 14095.3 Premium Atlantic Vinyl Single Hung (8100)52 1/8"x 75"Insulated Glass(3/16 in- 3/16 out Annealed) �Ap�pred e Certification'Agency Certificate r use in HVHZ:Yes FL14095 R6 C CAC NI011567.06-NI011567.07.odf r use outside HVHZ:Yes Quality Assurance Contract Expiration Date pact Resistant:No 04/30/2017 Design Pressure: +65/-70 Installation Instructions Other:White ridged PVC exterior extrusion requirements FL14095 R6-II 52.125x75 DP65-70 Installation.odf meet the current edition of the FBC in accordance with FL14095 R6-II 52.12505 DP65- Miami-Dade NOA.IG back bedded with Dow 995.Windows 70 Through Frame Wood Installation.PDF with insulated glass wider than 36"require setting blocks. Verified By: Hermes Norero, PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL14095 R6 AE PER3093.Ddf Created by Independent Third Party:Yes 14095.4 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(5/16 in PVB or SGP Lam- 1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R6 C CAC NI011567.02-111.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes , 04/30/2017 Design Pressure:+50/-60 Installation Instructions Other: Laminated glazing interlayer material requirements FL14095 R6 II NI011567 02-R1 Dwgs 02172016 odf meet the current edition of the FBC in accordance with Verified By: Hermes Norero,PE 73778 Miami-Dade Notice of Acceptance for DuPont SentryGlas and Created by Independent Third Party:Yes, Miami-Dade Notice of Acceptance for DuPont PVB Evaluation Reports interlayers.White ridged PVC exterior extrusion FL14095 R6 AE PER3091.odf requirements meet the current edition of the FBC in Created by Independent Third Party:Yes accordance with Miami-Dade NOA.IG back bedded with Dow 995.Windows with insulated glass wider than 36"require setting blocks. 14095.5 Premium Atlantic Vinyl Single Hung (8100)52 1/8"x 75"Insulated Glass(5/16 in SGP Lam-3/16 out Annealed) Limits of"Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R61 C CAC NI011567-NI011567.0l.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date. Impact Resistant:Yes 04/30/2017 Design Pressure: +65/-75 Installation Instructions Other: Laminated glazing interlayer material requirements FL14095 R6 II NI011567 Dwgs 02172016.1)df meet the current edition of the FBC in accordance with Verified By: Hermes Norero,PE 73778 Miami-Dade Notice of Acceptance for DuPont SentryGlas and Created by Independent Third Party: Yes Miami-Dade Notice of Acceptance for DuPont PVB Evaluation Reports interlayers.White ridged PVC exterior extrusion http://floridab-dilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2ByCBy 1 JkAu... 5/5/2016 Florida Building Code Online Page 3 of 3 requirements meet the current edition of the FBC in FL14095 R6 AE PER3095.Ddf accordance with Miami-Dade NOA.IG back bedded with Dow Created by Independent Third Party:'Yes 995.Windows with insulated glass wider than 36"require setting blocks.. 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 2007-2013 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 Iitt rased 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 her,_. " Product Approval Accepts: . sccuuritymt7riucs" i http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2ByCBy l JkAu... 5/5/2016 �^ THROUGH FRAME 14'OZ-h" MIN.DISTANCE FORED6E3/4' 3 INSTALLATION 2 T - 1 1/2"M51 EMBEDMENT IM 11/2"MIN. JAIM 1/4,MAX EMBEDMENT SHIM SPACE 1/4"MAX SHIM SPACE FRAME SECTION(TYP) _ VERTICAL 5ECTION (� MIN.DISTANCC 2 FOR EDGE:3/4' JAMB SECTION(TYP) HORIZONTAL 5ECTION i m 1/4"MAX SHIM SPACE uax 3 icomas lliPREMIUM ATLANTIC VINYL 5H WINDOW 2 EMBEDMENT . Max'Frome I DP RATING IMPACT WNM"1O"'(=12V M")L)� MIN.DISTANCE 52.125 x 75 1 +65/-701 1 NO TYPICAL ELEVATIQN WITH FASTENER SPACING FOR EDGE:3/4" Installation Notes: General Notes: 1, Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use#10 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 11/2" of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida into the wood framing. For 2X wood frame substrate(min.S.G.='0.42). Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is.the responsibility of the architect or engineer of record for the 3.. .At minimum,glazing shall be 3/16"annealed.:insulating glass. . .......... . project of installation. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective.system is required where wind borne debris,protection is mandated by local This schedule addresses only the fasteners required to anchor the building code. window to achieve the rated design pressure up to the size limitations 7. Maximum sizes are buck sizes and do not include.fin or flange. noted. It is not intended as a guide to the installation process and does PROJECT ENGINEER: DATE: SII f0 ) 3250 Lakeport BNd not address he'sealing consideration that may arise in different wall -- 07/16/2013 conditions. For the complete installation procedure,see the instruction DRAWN BY: SCALE: Klamath Falls,OP-97601 IicdM NO•: 56' 6� D.Vezo NTS packaged with the window or go to Phone: {541)882-3451 Reviewed D CHECKED BY: TITLE: www,jeld-wen.com/resources/installation. DV e Wew 1. K ntola DISCLAIMER: APPROVED BY: Premium Atlantic Vinyl Single Hung Window This drawing and its contents are confidential and are not to bePART P O E Through Frame Installation(52 1/8"'x 75") reproduced or copied in whole or in part or used or disclosed to others 606400 except as authorized by JELD-WEN.Inc, IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG,NO.: REV: SHEET 'AS xWM' NCTL210-3876 -FBC 1 001 1 OF I Florida Building Code.Online Page 1 of 3 av' r a I FIG 3daDepament! SCIS Home Lo In User Registration i Hot Topics Submit Surcharge Stats&Facts Publications FSC Staff : BCIS Site Map Links . Search BusinesI \ Professibal � # a Product Approval . USER:Public User 57 l Regulation q�'� J Product Approval Menu>Application Detail FL# FL14095-R6 �✓K Application Type Revision Code Version 2014 Application Status Applied For Comments Archived C Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd „ Klamath Falls,OR 97601, (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com r Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing - I Certification Agency National Accreditation&Management Institute Validated.By National Accreditation&IManagement Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 2031994 r' Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/26/2016 Date Validated http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtGLR%2BYCBy1JkAu... 5/5/2016- Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 14095.1 Premium Atlantic Vinyl Single Hung (8100)36"x 72"Insulated Glass(5/16 in PVB or SGP Lam- 1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R6 C CAC NI011567.04-R2.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2017 4_ Design Pressure:+65/-70 Installation Instructions Other:Laminated glazing interlayer material requirements FL14095 R6 II N1011567.04-112 Dwgs 02172016.pdf meet the current edition of the FBC in accordance with Verified By: Hermes Norero,PE 73778 Miami-Dade Notice of Acceptance for DuPont SentryGlas and Created by Independent Third Party: Yes Miami-Dade Notice of Acceptance for DuPont PVB Evaluation Reports interlayers.White ridged PVC exterior extrusion FL14095 R6 AE PER3094.pdf requirements meet the current edition of the FBC in Created by Independent Third Party:Yes accordance with Miami-Dade NOA.IG back bedded with Dow 995. 14095.2 Premium Atlantic.Vinyl Single Hung(8100)36"x 72"Insulated Glass(1/8 in-1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R6 C CAC NI011567.08-NI011567.09.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2017 Design Pressure:+65/-70 Installation Instructions Other:White ridged PVC exterior extrusion requirements FL14095 R6 II 36x72 DP65-70 Installation.pdf meet the current edition of the FBC in accordance with . FL14095 R6 II 36x72 DP65- Miami-Dade NOA.IG back bedded with Dow 995. 70 Through Frame Wood Installation.PDF Verified By: Hermes Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL14095 R6 AE PER3092.1)df Created by Independent Third Party:Yes 14095.3 Premium Atlantic Vinyl Single Hung (8100)52 1/8"x 75"Insulated Glass(3/16 in 3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R6 C CAC NI011567.06-NI011567.07.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2017 Design Pressure: +65/-70 Installation Instructions Other:White ridged PVC exterior extrusion requirements FL14095 R6 II 52.125x75 DP65-70 Installation.pdf meet the current edition of the FBC in accordance with FL14095 R6 'II 52.125x75 DP65- Miami-Dade NOA.IG back bedded with Dow 995.Windows 70 Through Frame Wood Installation.PDF with insulated glass wider than 36"require setting blocks. Verified By: Hermes Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL14095 R6 AE PER3093.pdf Created by Independent Third Party:Yes 14095.4 Premium Atlantic Vinyl Single Hung (8100)52 1/8"x 75"Insulated Glass(5/16 in PVB or SGP Lam- 1/8 out Annealed) Limits of Use Certification,Agency Certificate Approved for use in HVHZ:Yes FL14095 R6 IC CAC NI011567.02-Rl.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2017 Design Pressure:+501-60 Installation Instructions Other:Laminated glazing interlayer material requirements FL14095 R6 iII NI011567.02-R1 Dwgs 02172016.odf meet the current edition of the FBC in accordance with Verified By: Hermes Norero,PE 73778 Miami-Dade Notice of Acceptance for DuPont SentryGlas and Created by Independent Third Party:Yes Miami-Dade Notice of Acceptance for DuPont PVB - Evaluation Reports interlayers.White ridged PVC exterior extrusion FL14095 R6 AE PER3091.pdf requirements meet the current edition of the FBC in Created by Independent Third Party:Yes. accordance with Miami-Dade NOA.IG back bedded with Dow 995.Windows with insulated glass wider than 36"require setting blocks. 14095.5 Premium Atlantic Vinyl Single Hung (8100)52 1/8"x 75"Insulated Glass(5/16 in SGP Lam-3/16 out Annealed) . Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R6 C CAC NI011567-NI011567.01.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration"Date Impact Resistant:Yes 04/30/2017 Design Pressure: +65/-75 Installation Instructions Other: Laminated glazing interlayer material requirements FL14095 R&II NIO11567 Dwgs 02172016.pdf meet the current edition of the FBC in accordance with Verified By: Hermes Norero,PE 73778 Miami-Dade Notice of Acceptance for DuPont SentryGlas and Created by Independent Third Party:Yes Miami-Dade Notice of Acceptance for DuPont PVB Evaluation Reports interlayers.White ridged PVC exterior extrusion i http://Roridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtGLR%2ByCBylJkAu... 5/5/2016 Florida Building Code Online Page 3 of 3 requirements meet the current edition of the FBC in FL14095 R6 AE PER3095.odf accordance with Miami-Dade NOA.IG back bedded with Dow Created by Independent Third Party:Yes 995.Windows with insulated glass wider than 36"require setting blocks. 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 2007-2013 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 record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made a4labfe to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: smuritvm v?rRHS' i I http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2ByCBy 1 JkAu... 5/5/2016 14'D.D.MAX MIN.DISTANCE THROUGH FRAME� MNRU.JAMB FROM"" FOR EDGE:3/4" INSTALLATION CORNERS 3 2 1 I/2"MIN. EMBEDMENT fM. HRU 11/2"MIN. -MM.MRu EMBEDMENT JAMB 1/4"MAX -� SHIM SPACE 1/4"MAX 3 SHIM SPACE —22.m — 3mm 42,m O 3mm a o MIN.DISTANCE 2 ' ' tC FOR EDGE:3/4" y; D GLASS BITE = 13.6mm 4il $ f i 1 ' JAMB SECTION(TYP) f GLAZING DETAIL HORIZONTAL SECTION f FRAME SECTION(TYP) VERTICAL SECTION NOTES Caulk Eetwun No.liq FWge 6 Wood Opening. 1/4°MAX SHIM SPACE FROM uAx / 3 DORNERs li IIJJ 2 i 11/2"MIN. PREMIUM ATLANTIC VINYL SH WINDOW EMBEDMENT Max Frame DP RATING IMPACT YBNDOW mDMN(Ss f/B'WOL) —I MIN.DISTANCE 52 1/8 x 75 +50/-60 YES TYPICAL ELEVATION WITH FASTENER SPACING FOR EDGE`3/4" _ LARGE MISSILE IMPACT Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use#10 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 11/2" of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Code(FBC)including HVHZ and the industryrequirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored,to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The.host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing is 3mm annealed-11 mm airspace-3mm annealed-2mm PVB Interlayer by project of installation,. DuPont-3mm annealed. 4. Use structural or composite shims where required. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does PROJECT ENGINEER: DATE: not address he sealing consideration that may arise in different wall -- 08/13/2014 3737 Lakeport Blvd conditions. For the complete installation procedure,see the instructions Addendum to NAMI DRAWN BY: SCALE: JELDNENKlamath Falls,OR.97601 packaged with'the window or go to D.Vezo NTS Phone: (800)535-3936 www.jeld-wen.com/resources/installation. Certification No: N1011567.02-R1 CHECKED BY: TITLE: 3. Kantola Reviewed By: '�1�1C,> DISCLAIMER: Date Reviewed: 02/17/2016 APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window This drawing and its contents are confidential and are not to be PADRT6PRR06CT N0- reproduced or copied in whole or in.part or used or disclosed to others iS729 except as authorized b JELD-WEN Inc. IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET p y 'AS TESTED' NCTL210-3874- -FBC 00 I of 1 Florida Building Code Online Pagel of 3 s �• _ TIMMt ✓Elv, �=enII{ j BCIS Home Log In User Registration ; Hot Topics Submit Surcharge i Stats&Facts Publications FBC Staff BCIS Site Map 3 Links ,a Search^�. Busines�(( ,, Professions l UER Publics User OVa1 Regulation p Product Approval Menu>Application Detail U FL# FL14090-116 Application Type Revision (� Code Version 2014 Application Status Approved. *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments l 0 Archived © 1 I i Product Manufacturer JELD-WEN " Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601' (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601! (800)535-3936 customerserviceagents@jeld-wen.com r I Quality Assurance Representative Address/Phone/Email Category Windows I Subcategory Horizontal Slider i Compliance Method Certification Mark or Listing Certification Agency National Accreditation&'Management Institute Validated By National Accreditation&Managemen.t Institute I Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards. Certified By Product Approval Method Method 1 Option A Date Submitted 04/23/2015 ` I http://floridabuilding.org/pr/pr_app_dtl.aspx?param=.wGEVXQWtDgtGLR%o2ByCBy l Jndy... 5/5/2016 Florida Building Code Online Page 2 of 3 Date Validated 05/18/2015 Date Pending FBC Approval Date Approved 05/25/2015 SurnrparVIONFroducts L# Model,Number or Name Description 14090.1 Premium Atlantic Vinyl Horizontal Slider(8200)74"x 62"Insulated Glass(3/16 in- 3/16 out Annealed) Lim' of Use Certification Agency Certificate proved for use in HVHZ:Yes FL14090 R6 C CAC NI011635.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/31/2017 Design Pressure: +50/-55 Installation Instructions Other:Windows with insulated glass units wider than FL14090 R6 II DP50-55 74x62 Installation Instructions.ndf 36"require setting blocks. Miami-Dade NOAs: Quanex Verified By:Hermes Norero,PE 73778 Building Products,Inc PVC(12-1017.02 and 13- Created by Independent Third Party: Yes 0425.15). Evaluation Reports FL14090 R6 AE PER3105.pdf Created by Independent Third Party:Yes 14090.21P remium Atlantic Vinyl Horizontal Slider(8200)74"x 54"Insulated Glass(3/16 in 3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14090 R6 C CAC NI011636.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration.Date Impact Resistant:No 07/31/2017 Design Pressure: +65/-70 Installation Instructions Other:Windows with insulated glass units wider than FL14090 R6 II DP65-70 74x54 Installation Instructions.pdf 36"require setting blocks. Miami-Dade NOAs: Quanex Verified By: Hermes Norero,PE 73778 Building Products,Inc PVC(12-1017.02 and 13- Created by Independent Third Party: Yes 0425.15). Evaluation Reports FL14090 R6 AE!PER3102.1)df Created by Independent Third Party: Yes 14090.3Premium Atlantic Vinyl Horizontal Slider(8200)74"x 62"Insulated Glass(5/16 SGP Lam in-3/16 Annealed out) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14090 R6 C CAC NI011681.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/30/2017 Design Pressure: +50/-55 Installation Instructions Other:Windows with insulated glass units wider than .FL14090 R6 II DP50- 36"require setting blocks.These windows do not meet 55 LMI 74x62 Installation Instructions.pdf small missile impact wind-borne requirements as required Verified By: Hermes Norero 73778 by FBC,section 2411.3.3.7 when the exterior lite is Created by Independent Third Party: Yes annealed.These windows meet small missile impact Evaluation Reports wind-borne protection requirements as required by FBC, FL14090 R6 AE PER3103.pdf section 2411.3.3.7 when the exterior lite is tempered. Created by Independent Third Party: Yes Miami-Dade NOAs: Quanex Building Products,Inc PVC (12-1017.02 and 13-0425.15),Dupont SentryGlas Interlayer(11-0624.02). 14090.4 Premium Atlantic Vinyl Horizontal Slider(8200)74 x 54"Insulated Glass(5/16 PVB Lam in-1/8 Annealed out) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14090 R6 C CAC NI011745.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/31/2017 Design Pressure:+50/-55 Installation Instructions Other:Windows with insulated glass wider than 36" FL14090 R6 II 'DP50- require setting blocks.These windows do not meet small 55 74x54 LMI Installation Instructions.pdf missile impact wind-borne requirements as required by Verified By: Hermes Norero,PE 73778 FBC,section 2411.3.3.7 when the exterior lite is Created by Independent Third Party: Yes annealed.These windows meet small missile impact Evaluation Reports wind-borne protection requirements as required by FBC, FL14090 R6 AE� PER 3101.odf section 2411.3.3.7 when the exterior lite is tempered. Created by Independent Third Party: Yes Miami-Dade NOAs: Quanex Building Products,Inc PVC (12-1017.02 and 13-0425.15),Dupont PVB Interlayer (13-0129.27). 14090.5 Premium Atlantic Vinyl Horizontal Slider(8200)74"x 54"Insulated Glass(5/16 SGP Lam in-1/8 Annealed out) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14090 R6 C,CAC NI011682.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 0$/30/2017 Design Pressure:+60/-65 Installation Instructions http://fldridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2ByCBy l Jndy... 5/5/2016 Florida Building Code Online Page 3 of 3 Other:Windows with insulated glass units wider than FL14090 R6 II DP60- 36"require setting blocks.These windows do not meet 65 LMI 74x54 Installation Instructions.odf small missile impact wind-borne requirements as required Verified By: Hermes Norero,PE 73778 by FBC,section 2411.3.3.7 when the exterior lite is Created by Independent Third Party: Yes annealed.These windows meet small missile impact Evaluation Reports wind-borne protection requirements as required by FBC, FL14090 R6 AE PER3104.Ddf section 2411.3.3.7 when the exterior lite is tempered. Created by Independent Third Party:Yes Miami-Dade NOAs: Quanex Building Products,Inc PVC (12-1017.02 and 13-0425.15),Dupont SentryGlas Interlayer(11-0624.02). 14090.6 Premium Atlantic Vinyl Horizontal Slider(8200)74",x 62"Insulated Glass(5/16 PVB Lam in-3/16 Annealed out) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14090 R6 C GAC NI011745.0l.Ddf Approved for use outside HVHZ:Yes Quality Assurance_Contract Expiration Date Impact Resistant:Yes 11/30/2017 Design Pressure: +50/-50 Installation Instructions Other:Windows with insulated glass wider than 36" FL14090 R6 II DP50 74x62 LMI Installation Instructions.Ddf require setting blocks.These windows do not meet small Verified By: Hermes Norero 73778 missile impact wind-borne requirements as required by Created by Independent Third Party: Yes FBC,section 2411.3.3.7 when the exterior lite is Evaluation Reports annealed.These windows meet small missile impact FL14090 R6 AE PER2692.Ddf wind-borne protection requirements as required by FBC, Created by Independent Third Party: Yes section 2411.3.3.7 when the exterior lite is tempered. Miami-Dade NOAs: Quanex Buildirig Products,Inc PVC (12-1017.02 and 13-0425.15), Dupont PVB Interlayer (13-0129.27). 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 2007-2013 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 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: s$6k sec xs.rurcr I http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtGLR%2ByCBylJndy... 5/5/2016 NAIL FIN INSTALLATION 16.45.O.C. 4.5•YA%. 11/2"MIN.EMBEDMENT MAX.INRD FIN FROM t MIN.DISTANCE �j� 2 2X WOOD FRAME FOR EDGE:3/4" MIN.DISTANCE 2x WOOD 3 . FOR EDGE:3/4° FRAME iWw•II RU 1/4"MAX SHIM SPACE 3 FIN FRAME 5ECTION(TYP) 2 1/4"MAX VERTICAL SECTION SHIM SPACE NOTE:Ca"IN between IJolling Flwge 6 Woad Oparvng. 15/16" 11/2"MIN. 3/16" 3/16° EMBEDMENT io DOW CORNING .995 SILICONE _ S ------------ �< GLASS BITE 14.2 mm GLAZING DETAIL JAMB SECTION(TYP) HORIZONTAL SECTION NOTE:Caulk between Wiling F14,9,6 Woad Opening. 1/4"MAX SHIM SPACE 3 MIN.DISTANCE I WINDOW WIDTH(74'LW.) I FOR EDGE:3/4" PREMIUM ATLANTIC VINYL SLIDER TYPICAL ELEVATION WITH FASTENER SPACING 1 2 2X WOOD FRAME Max Frame DP PATINGI IMPACT 11/2"MIN.EMBEDMENT 74 x 62 +50/-55 NO Installation Notes: General Notes: 1. Seal flangelframe to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use#10 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida - -1/2"into the wood framing. For 2X wood frame substrate(min.S.G.=0.42)._ Building Co-de(FBC)including HVHZ and the industry_requirement_for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 3/16"annealed insulating glass. project of Installation. - Digitally signed by Hermes F.Norero,P.E. 4. Use structural or composite shims where required. Reason:I am approving this document 5. Installation methods can be interchanged within the same opening. Date:2013.10.22 07:06:54-04'00' 6. An impact protective system is required where wind borne debris protection is mandated by local This schedule addresses only the fasteners required to anchor the building code. window to achieve the rated design pressure up to the size limitations `����j1 �1���1/ �• Maximum sizes are buck sizes and do not include fin or flange. noted. It is not intended as a guide to the installation process and does �� �� PROJECT ENGINEER: DATE: ` •••••• ' JELDr'�1TEN Klamath F Lakeport Blvd not address he sealing consideration that may arise in different wall �� Q' F �� -- 09/25/2013 conditions. For the complete installation procedure,see the instructions ��' �� DRAWN BY: SCALE: ' Klamath Falls,OR.97601 packaged with the window or go to 7 D.Vezo NTS Phone: (541)882-3451 CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. _ 7k 7k — J. Kantola APPROVED BY: Premium Atlantic Vinyl Horizontal Slider DISCLAIMER: -- O P; �V� Nail Fin Installation (74"x 62") This drawing and its contents are confidential and are not to be O 0 �� PART PRO EYr No. reproduced or copied in whole or in part or used or disclosed to others �� a xo. a �� D60�i45 except as authorized by JELD-WEN Inc. see �� s�i�e 338 IDENTIFIER NCTL 210-3$9H- A-F NA E AND LOCATION: CAD DWG.No.: REV: oo SHEET 1 of a �� Florida Building Code Online Page 1 of 2 Formait'pc ltd BCIS Home j Log In User Registration i Hot Topics ( Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map j. Links Search j BusinesProduct`` Professibnal . r.USER:Publics User ovan C �? U Regulation Product Approval Menu>Application Detail t PL# FL10976-R6 Application Type Revision Code Version — 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived i Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin.. fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing 1 Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association 'r Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standardg Certified By Product Approval Method Method 1 Option A Date Submitted. 04/23/2015 Date Validated 05/29/2015 Date Pending,FBC Approval i httpWfloridabuilding.org/pr/-D app_dtl.aspx?param=WGEVXQwtDgvihT9G9wJlk%2FckP... 5/5/2016 Florida Building Code Online Page 2 of 2 Date Approved 06/02/2015 S mfn ary o�products FL# Model,Number or Name Description 10976.1 Premium Atlantic Vinyl Bypass Sliding Patio Door(3800)190.625"x 95.5'Insulated Glass(3/16"-3/16"Tempered)(Safety Glazing) Limits of UsW Certification Agency Certificate Approved or use in HVHZ:No FL10976 R6 C CAC OXXX LC-PG50-190.625x95.5.Ddf Approv for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Imp Resistant:No 06/16/2018 sign Pressure: +50/-50 Installation Instructions Other: FL10976 R6 II PAV SPD NCTL210-3576-4.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL10976 R6 AE PER3044.Ddf Created by Independent Third Party: Yes 10976.2 Premium Atlantic Vinyl Pocket Sliding Patio Door(3800) 190.125"x 95.5"Insulated ' Glass(3/16"-3/16"Tempered)(Safety Glazing) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10976 R6 C CAC XXXX LC-PG50-190.125x95.5.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/16/2018 Design Pressure: +50/-50 Installation Instructions Other: FL10976 R6 II PAV SPD NCTL210-3576-3.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL10976 R6 AE PER3045.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 2007-2013 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 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: securityns�.Tascc I I http:/ifloridabuildinc,.org/Pi/Pr app dtl.aspx?param=wGEVXQwtDqvihT9G9wjlk%2FckP... 5/5/2016 NAIL FIN INSTALLATION 11/2°MIN.EMBEDMENT MIN.DISTANCE OPTIONAL 1 FROM EDGE:3/4•, Z BOTH SCREWS 3 u/z•MIN. . MIN.DISTANCE EMBEDMENT 11/2"MIN. FROM EDGE:3/4•-� 1/4"MAX 18" O.C. MAX. � EMBEDMENT SHIM SPACE THRU FRAME,, 5" MAX. �� 0 l� 2%WOOD FRAME FROM FIN OPTIONAL CORNERS 11 1/4'MAX MIN.DIFiTANCE Q� p SHIM svncE FROM EDGE:3/4", 3 'IBJ 17" O.C.- BOTH SCREWS MAX. THRU r FRF NE , 2X WOOD FRAME ❑ OPTIONAL 0 i N \ i D 25.4mm 11/2"MIN. 4,7mm 4.7— rn I DOW 995 EMBEDMENT I 0 I Qo F = Guss BrrE _ ' L - a l s - ________ AL L1 OPTION O MIN.DISTANCE o / I GLAZING DETAIL FROM EDGE:3/4" %%%�7���777 %!! I WOOD FRAME SECTION(TYP) ' FRAME SECTION(TYP) HORIZONTAL SECTION VERTICAL SECTION 6X.) NO E:cu"iw e.n"�Wniy Fkye d w""a oP."�. DOOR WIDTH (190 5/8" I ham° TYPICAL ELEVATION WITH FASTENER SPACING TWO,THREE AND FOUR PANEL IM-MAX r�'QQ SHIM SPACE CONFIGURATIONS APPROVED I 2X WOOD FRAME _ MIN.DISTANCE 11/2,r FROMEDGE:3/4• MBEDMENT ' MIN.DISTANCE Max Frame N RATING IMPACT OPTIONAL- 1 FROM EDGE:3//•, 19O SIH" x 95 1/2" +50/-50 NO eorH scRE Ws 11/2"MIN.EMBEDMENT Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of 2. Use#10 PH or greater fastener through the nail fin with sufficient length to penetrate a minimum of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida 11/2"into the wood framing. For 2x wood frame substrate(min.S.G.=0.42). Building Code(FBC)and the industry requirements for the stated conditions. 3. Use(2)-#10 PH or greater fastener through the frame per location with sufficient length to penetrate a 2. All glazing shall conform to ASTM E1300. minimum of 11/2"into the wood framing. For 2x wood frame substrate(min.S.G.=0.42). 3. At minimum,glazing is 4.7 mm tempered-16 mm airspace-4.7 mm tempered glass. 4. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 4. Use structural or composite shims where required. to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. y Digitally'signed by Hermes F.Norero,P.E. This schedule addresses only the fasteners required to anchor the Reason:I am appy �iggttls yl�nent window to achieve the rated design pressure up to the size limitations Date:2014.091. �- z 0 noted. Itis not intended as a guide to the installation process and does `�� �j' PROJECT ENGINEER: DATE: 3737 Lakeport Blvd not address the sealing consideration that may arise in different wall �� Q' °' F �� -- 08/12/2014 DWN conditions, For the complete installation procedure,see the instructions ��; �,� •".�� i DRAWN BY: SCALE: J E� Klamath Falls,OR.97601 packaged with the window or go to 7 D.Vezo NTS Phone; (541).882 3451 CHECKED BY: TITLE: www,jeld-wen.com/resources/installation. J. Kantola T T = APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door OXXX DISCLAIMER: ,'C1 '._ 441 This drawing and its contents are.confidential and are not to be DP — PART PRO ECi No i IISss, ,gTeto reproduced or copied in whole or in part or used or disclosed to others iL fl P r e`� X60 �1 except as authorized by JELD-WEN Inc. 398 "^9 f�Q4Qh`$1 .�{ute 338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET gni �sl 4 NCTL210-3576- -FBC Venice, FL 00 1OF4 American Metal Fabricators,Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#01-0410.10 A. DRAWINGS -1. Drawing No. 00-408, titled "0.050"Aluminum Storm Panel",prepared by Knezevich&Associates, Inc., signed and sealed by V J. Knezevich, P.E., dated March 30, 2001, last revision #2 dated August 13,'2001, sheets 1 through 4 of 4. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure test Loading,per PA 202-94; 2) Large Missile Impact Test,per PA 201-94, and 3) 'Cyclic Loading Wind Pressure Test,per.PA 203-94 of aluminum storm panels,prepared by Construction Testing Corporation, Report No. 01-005, dated 02/24/2001, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS 1. Comparative analysis and anchor calculation, titled 0.050"Aluminum Alloy Storm Panels, dated March 30, 2001,pages 1 through 31-and anchor manufacturers appendix,prepared by Knezevich and Associates Inc., signed and sealed by V.J Knezevich, P.E. 2. Comparative analysis, dated July 16, 2001, 3 pages,prepared by Knezevich and Associates Inc., signed and sealed by Y.J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Invoice#167143 B, dated 08/18/00 for Aluminum Alloy 5052-H32-by Commonwealth Aluminum. 2: Certified Tensile Test Report No. CTL#0296G, issued by Certified Testing Laboratories dated 03113/01 for Aluminum sample CTC-01-005, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#i06-0823.06 A. DRAWINGS 1. Drawing No. 06-537,,titled " 0.050"Aluminum Storm Panel", sheets I through 4 of 4,prepared by Thornton Tomasetti, dated December 06, 2006, last revision #0 dated December 06, 2006, signed and sealed by V. J. Knezevich, RE B. - TESTS 1. None. e my A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 12-0403.01 Expiration Date: 08/16/2017 Approval Date: 08/16/2012 E-1 i American Metal Fabricators,Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. NEW EVIDENCE SUBMITTED . A. DRAWINGS 1. Drawing No. 12-104, titled " 0.050"Aluminum Storm Panel", sheets 1 through 4 of 4,prepared by Knezevich Associates Consulting Engineers, dated January 24, 2012, signed and sealed by V. J Knezevich, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure test Loading,per P,4,202-94; 2)Large Missile Impact Test,per PA 201-94, and 3) Cyclic Loading Wind Pressure Test,per PA 203-94 of aluminum storm panels,prepared by Blackwater Testing, Inc., Report No. AE-11-001, dated 01/1612012, signed and sealed by Yamil-Kuti, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Compliance letter by Knezevich Associates Consultant Engineers, dated January 24, 2012, certify compliance with the FBC, 2010 Edition,Isigned and sealed by V. John - Knezevich, P.E. 2. Bill of Sales. I y A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 12-0403.01 Expiration Date: 08/16/2017 ApprovalDate:08/16/2012 E-3