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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 q 7+` r ME A �y . u,�S'". X _ FIcr'da Dc(k3i1(TiG;il`. BCIS Home Log In User Registration ! Hot Topics 1 Submit Surcharge Stats&Facts Publications i FBC Staff BCIS Site Map Links Search Busines , Professi al 1 ProUSEuccbtuApproval c User Regulation A1 � Product Aooroval Menu>Product or Aoolicatlon Search>Aoolication List>Application Detail FL# FL16674-114 Application Type Affirmation i Code Version 2014 j Application Status Approved I I Comments Archived O 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 Compliance Method Certification Mark or Listing i Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute I I Referenced Standard and Year(of Standard) Standard Year AAMA 1304 2002 ASTM E1886 2005 ASTM E1996 2006 ASTM E283 2004 ASTM E330 2002 TAS 202 1994 i I Equivalence of Product Standards Certified By I , ®I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. I Documentation from approved Evaluation or Validation Entity OYes 0 N ON/A https://Nww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6... 6/2/2016 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 02/20/2015 Date Validated 02/20/2015 Date Pending FBC Approval Date Approved 02/28/2015 i Summary of Products I FL# Model, Number or Name Description 16674.1 Design Pro/Smooth Pro Single(X)Impact Opaque Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI011919.01-R4.Ddf Approved for use outside HVHZ: Yes FL16674 R4 C CAC NI011919-R4.o df Impact Resistant:Yes 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 FL16674 R4 II A010851A SS 2014-09-26.Ddf Verified By: Hermes F. Norero,P.E.73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE PER2750 SS 2014-09-26.Ddf Created by Independent Third Party:Yes 16674.2 Design Pro/Smooth Pro Single(X)Impact Glazed Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI011918.01-R4.od f Approved for use outside HVHZ: Yes FL16674 R4 C CAC NI011918-R5.D df Impact Resistant:Yes 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 FL16674 R4 II A010852A SS 2014-09-26.Ddf Verified By: Hermes F.Norero,P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE PER2751 SS 2014-09-26.Ddf Created by Independent Third Party:Yes 16674.3 Design Pro/Smooth Pro Double(XX)Impact Opaque Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI011916.01-114.pd f Approved for use outside HVHZ: Yes FL16674 R4 C CAC NI011916-R4,D df Impact Resistant:Yes 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 FL16674 R4 II A010853A SS 2014-09-26.Ddf Verified By: Hermes F.Norero,P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE PER2752 SS 2014-09-26.Ddf Created by Independent Third Party:Yes 16674.4 Design Pro/Smooth Pro Double(XX)Impact Glazed Fiberglass Door i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI011917.01-R4.Dd f Approved for use outside HVHZ: Yes FL16674 R4 C CAC NI011917-RS.D df Impact Resistant:Yes 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 FL16674 R4 II A010854A SS 2014-09-26,odf Verified By: Hermes F. Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL16674 R4 AE PER2753 SS 2014-09-26.Ddf Created by Independent Third Party:Yes 16674.5 Design Pro/Smooth Pro Single with side lite(s)(X,O/O,X/O,X,O) Impact Opaque Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI011922.01-114.Dd f Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011922-R5.o df Impact Resistant:Yes 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS 6... 6/2/2016 Florida Building Code Online Page 3 of 3 . FL16674 R4 II A010855A SS 2014-09-26.odf Verified By: Hermes F. Norero,P.E. 73778 . Created by Independent Third Party:Yes Evaluation Reports FL16674 R4 AE PER2754 SS 2014-09-26.pdf Created by Independent Third Party:Yes 16674.6 Design Pro/Smooth Pro Single with side lite(s)(X,O/O,X/O,X,O) Impact Glazed Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NIO11924.01-R4.pd f Approved for use outside HVHZ:Yes FL16674 R4 C CAC NIO11924-R5.p df Impact Resistant:Yes 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 FL16674 R4 II A010856A SS 2014-09-26.pdf Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE PER2755 SS 2014-09-26.pdf Created by Independent Third Party: Yes 16674.7 Design Pro/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX,O)Impact Opaque Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NIO11914.01-R3-signed.pdf Approved for use outside HVHZ: Yes FL16674 R4 C CAC NI011914-R5.o df Impact Resistant:Yes 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 FL16674 R4 II A010857A SS 2014-09-26.pdf Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE PER2756 SS 2014-09-26,1)df Created by Independent Third Party: Yes I 16674.8 Design Pro/Smooth Pro Double with side lite(s)(XX,O/O,XX/O,XX,O) Impact Glazed Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI011915.01-R4.Dd f Approved for use outside HVHZ: Yes FL16674 R4 C CAC NI011915-R5.p df Impact Resistant:Yes 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 FL16674 R4 II A010858A SS 2014-09-26.1)df Verified By: Hermes F. Norero,P.E. 73778 Created by Independent Third Party:Yes Evaluation Reports FL16674 R4 AE PER2757 SS 2014-09-26.1)df 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: ® ECh scalt itQMI'Yitmv I i https://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6... 6/2/2016 i NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI011919.01-R4 r DATE: 03/26/2014 rY � .. CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN r ` CODE: 822-1 m .,$ REVISION DATE: 09/28/2014 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim cer�ification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION i JI LD-WEN JELD-WEN"Design Pro/Smooth Pro Impact 3;737 Lakeport Boulevard Approved"Fiberglass Opaque In-Swing or Klamath Falls, OR 97601 Out-Swing Side-Hinged Door Configuration:X i IS Frame: W-952mm(37.50") H-2487mm(97.93") OS Frame:W-952mm(37.50") H-2470mm(97.25") Panel: W-908mm(35.75") H-2419mm(95.25") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Wind Zone 3 -Missile Level D ASTM E1886-05/E1996-06 Qualities Configurations:X AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: SJW2013-196/SJW2013-129/SJW2013-231/SJW2013-251/SJW2013-252/SJW2013- 253/NCTL-210-3924-01/NCTL-210-3925-03/NCTL-210-3930-01/NCTL-210-3930- 02/SJW2014-066/SJW2014-076/SJW2014-070/SJW2014-075/W-1671/W-1711 Expiration Date: March 30, 2018 Aidministrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI011919-R4 DATE: 03/26/2014 CERTIFICATION PROGRAM: Structural s ` F COMPANY: JELD-WEN CODE: 822-1 REVISION DATE: 09/28/2014 To verify that the"Notice of Product Certification"is valid,please visit,.vww.NAMICertif cation.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim ceiification status. Please review and advise NAN H if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION i JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact 3737 Lakeport Boulevard Approved"Fiberglass Opaque In-Swing or Klamath Falls, OR 97601 Out-Swing Side-Hinged Door Configuration:X IS Frame: W-952mm(37.50") H-2081mm(81.93") OS Frame:W-952mm(37.50") H-2081mm(81.25") Panel: W-908mm(35.75") H-2012mm(79.25") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Wind Zone 3 -Missile Level D ASTM E1886-05/E1996-06 Qualifies Configurations:X AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: SJW2013-196/SJW2013-129/SJW2013-231/SJW2013-251/SJW2013-252/SJW2013- 253/NCTL-210-3 924-01/NCTL-210-3925-03/NCTL-210-393 0-O 1/NCTL-210-3930- 02/SJW2014-066/SJW2014-076/SJW2014-070/SJW2014-075/W-1671/W-1711 Expiration Date: March 30, 2018 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 PREPARED BY: a KM 371/2"MAX. —BUILDING-DROPS,-INC.-1v s s n o o R s 6 O.A.WIDTH 398 E.DANA DANA ll�BOFLwUUT.TE 338 PM(956)3998618 5 4 FM:(956)M.4738 371/2"MAX. wEB:www.nDilamRd.6P9.mn, DESIGN PRO/SMOOTH PRO s 0<A 1 DTH IMPACT APPROVED z � m a FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) ® \ 3 a o 7,z o 5 Z 209 w_j wLLdo o 00 oz gF�n �:°- z GENERAL NOTES: m s LD 4 e Q Q W m s a s 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT ?t7 s w N z d 5 O ACTIVE = a Q Q 0 Z O ACTIVE a INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE 3—¢ s z j 3 O s a 0 w Z (FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 3 O s = O Z� Q W� • ASTM E283-04 O Z / m / Q LU VI h.a • ASTM E330-02 w Yom' • ASTM E1886-05 V • ASTM E1996-06 p• V)Cr as • AAMA 1304-02 • TAS 202-94 Cr I•„� w t1 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE B a 5 6 7 B 4 3 4 s 6 7 8 4 H 4 6 6 6 4 4 6 4 4 4 d d d d H- RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TYp•ELEVATION 1 TYP.ELEVATION 2 FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF �21 REMARKS BY DATE INSTALLATION. B•.B•���R HEIGHT L B'-0'0000.NDGHf Add ADA sill,MuItFPDint lack GL 06/23/14 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR Add TAS 202-945tandard 5M 09/22/14 A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. rHu DDSuN DTHEPROPERWOF BURRINGDRDP9,Ixc AND9IULL NOT BE REPRODUCED IN WNOIE OR PART 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT wrtxourwRnrtN mraExrof 9wuxxG DftDPs,ixc ALTFMTIONS,AOD010N;NIGH UGNiIH&OR 01X[0. RESISTANCE FOR WIND ZONE 3 OR LESS. w,ARDxos ro ma DDcu e�r�, NorPwdmfnAxD 5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH SS F. O'Z�ii DOORS ARE QUALIFIED. `'S 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. _� %••• ••:p0 REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT Q/ 7 PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS 21.0 DOORS SHOWN ABOVE MAY BE LEFT v T T r OR RIGHT HAND OPERATING DOORS. �O�'. '',�ZZ�SSRIfdNAIA1­1aDE�GS� 39BE 4Atd38 TABLE OF CONTENTS OANIA BFA01 FL33006 FBPE CERT.OF AUT110PPATION x0.399]9 SHEET REVISION SHEET DESCRIPTION igitally signed by Hermes F.Norero,P.E. eason:I am approving this document 1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2014.092615:42:34-04'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14 3 A OPTIONAL 2X BUCK ANCHORING DETAILS DWG. Y: CHK. Y: 4 A VERTICAL ASSEMBLIES NOMINAL SZE DESIGN PRESSURE(PSF) MISSILE GLjTJM SS MSS 5 A HORIZONTAL ASSEMBLIES CONFIGURATION ff O UT WING IMPACT SCALE: NTS 6 A WOOD SUBSTRATES WIDTH HEIGHT TINGAO10851A DWG.#:7 A CONCRETE SUBSTRATES X3'-06'-8" UMI&SMI SHEET: ' OFEI 8 A COMPONENTS&BILL OF MATERIALS X 3'-0" LMI&SMI -SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1 INSTALLATION NOTES: PREPARED BY:_ 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIREDATEACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 398 E.DANA BFACH BLVD.S 338 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANA BEACH,FL 330M PH:(%4)39 78 3. MINIMUM EM BEDM ENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO FN(9S4)r44.4738 STUCCO,FOAM,BRICK VENEER,AND SIDING. wsO:wwNI.DwMmedreas.mm V) 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL LL( o OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ~ 0 MANUFACTURER'S INSTALLATION INSTRUCTIONS. 371/2"MAX. 0 m O.A.WIDTH O Z o M^' S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 3"TYP. a ohm m JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACEZ Q Q =Ow W LL+e SHELL OF BLOCK. O O En 5 =— Oct F mea 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK a o. CONCRETE/MASONRY CONSTRUCTION. � O Q > rnn Y 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE a FOLLOWING PROPERTIES: C7 Ow Z1 We A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. F- N = O B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C.GROUT-FILLED CMU-UNITSTRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH ,�., w O U OF2000 PSIAND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF2000 m,yw Fa-. Q PSI. n ¢ z J D.HOLLOW BLOCKCMU-UNITSTRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH z = e = U Ws OF 2000 P51. Z z z F� <. a w L a 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. Lo REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Add ADA sill,Multi-Point lock GL 06/23/14 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHOR TABLE r- wG OOCUM"G THE PROPERW OF BUiuRNc Doors ixc 6'8"DOORS 8'0"DOORS 'R'2 WIR"mmi'r�WROIRENCOWNT0 BUIIWNGO R­,[ NC uTE US,AID....xicxucFmxc oaorNEa ANCHOR MIN. MIN.EDGE 1 TYP•ANCHOR LAYOUT RONGT TOTNIS OOCUM ryrAgENOTPERMRTEn AND ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DISTANCE MAX.O.C. MAX.O.C. Z 6'-e'&8'-0°DOOR HDGHT ``\\\ �S [F. O SPACING AT SPACING AT JAMBS JAMBS NOTE: rte'• y... ,• 11 � 2X WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. O WOOD SCREW #10 OR FRAMING 1-1/2" 3/4" 17-1/2" 17-1/4" 7 __ ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 111/4" v . �O CORIUP r=�uJ`' %��( •• , ELCO ULTRACON 1/4" CONCRET1-3/8"-CONC .•• E/CMU 1-114"-CMU. 1" 17-1/2" 17-1/4° �j'tSs ••. ��F EPR,MOI,.µpR730 \\ 398LDidl�Atda\4 33e ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 30" 14-3/8° DANweua,n3 NOTE: iBPE aRr.DF AurxoRwnON NO.usre B2 DOORS SHOWN ABOVE MAY BE LEFT 2-99 X 21/2"PFH OR RIGHT HAND OPERATING DOORS. SCREWS 2-#9 K 21/2"PFH DETAIL D2 25 26 DATE: TYP.HOPPE 02.05.14 PFH SCREWS MULTI-POINT SHOOT BOLT • PLATE LOCATION DWG. Y: CHK. Y: DETAIL B2 (RH PLATE SHOWN) GL�TJM SS MSS NP.HOPPE 1-BOTTOM SHOOT D2 SCALE: NTS MULTI-POINT SHOOT BOLT BOLT PLATE DWG.#:AO1O8p51A PLATE LOCATION HOPPE#2098911 SHEET: OF8 SILL SECTION VIEW CC1 HEAD SECTION VIEW INSWING SHOWN OIlTSWINGSIMIIAR INSWING SNOWN OUf9WING 9IMIIAR SEEDETAIL82 SEEOETAR02 PREPARED BY: -BUILDING-DROPS,-INC. -- 398 E.DANA BEACH BLVD.,9C.338 DANA BEACH,FL 33000 PH:19541399b498 W:19541M4738 41/2"NP. 41/2"TYP. i WEB:-.,W.b Jdi.BdIlX=m T 1/2"OFFSET Ei n mro O omni F , ul a a�2 = �F J 0i LU CO Mia w m L'3CL X � roY a ¢ N C7 E. yiL QZ z IS o W� W .� � z z o. C) Q �p fV ~ f REMARKS BYJ DATE Add ADA sill,Multi-Point lack GL 06/23/14 i TY P.ANCHOR LAYOUT 3 PTDNAI L(BUCI(IN CONCPEfF/MASONIIY HG DOCUMENEO THE OROP;WC GROPER OF BU ANO SHALLNOT BE REPRODUCED INWHOLEOR PART W03b[T WROOEN CONEENTOF BUILDING DROPS,INC ALTEMT0N%ADDTH0N5,H IGHUGNE W G,OR OTE ER MARDNt3 roTHH OOPIM HEABENOTGERFn-AND 11/4"MIN.EMBED TYP. 02/ 7 NSEE TABLE _ ZX BUCK ANCHOR TABLE _wG _D' B'B"DooRS B'o"DooRS = 0 Z ANCHORMIN. MIN.EDGE MIN.CENTERANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST.TO TO CENTER .• <V LEE F P SUBSTRATE DISTANCE MAX.O.C. MAX.D.C. % .....•• GN ED En SPACING AT SPACING AT �I `SL'1S � 2X WOOD BUCK INSTALL. 'T�ErE�(d.NN..l 2X WOOD BUCK 398 JAMBS JAMBS EC E D'' 13, ANCHOR PER BUCK ANCHOR TABLE a 'i 1�Jr14i� E.338 RIN TAPCON 1/4" CONCRETE/CMU 3-I/4" 2-1/2" 4" 25° 30-I/4° DnNAL33aw fBPECFRT.OFAUT110V3HORDATION N0.999TI ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/B"-CONC. 1" 4" 25" 30-1/4° �2X WOOD BUCK INSTALL. q 2X WOOD BUCK INSTALL. 1-1/4°-cMu 3 aoss SEMON 3 SIOFWEW DATE: 02.05.14 NOTES: DWG. Y: I CHK. Y: GL/TJM I SS/MSS 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. SCALE: NTS 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG•#:A010851A • SHEET: 'OF8 3 PREPARED BY. BUILDING DROPS,INC. 398EDANIABEACHBLUD., 338 :(954)N 0.33804 78 FFX:I954174�4A738 WEB:4w..bull&nudmps.m, 11 INTERIOR EXTERIOR EXTERIOR INTERIOR INTERIOR m m,�710 4 —� INTERIOR ./ EXTERIORC)� o n d 5 0- Lu o d m F J x 12_ \a Do E � x �Z OPERABLE HEADS OPERABLE SILL 4 OPERABLE SILL a 4 OUTSWING SHOWN-INSWING SIMILAR 4 ENDUINSWINGRA 7AILa565F 4 OUTSWING FC S 22 V We O Lu n Ws 11 F EXTERIOR INTERIOR REMARKS BY DATE INTERIOR EXTERIOR /• INTERIOR EXTERIOR Add ADA sill,Multi-Paint Lock GE 06/23/14 10 T6 �. meg == DGNENTI9DFBDImINGDeDP EH pNDSNALL NOT — BE REPRODUCED IN WNOIEOR PARTNC WITHOUT WRn7EN CONSEM OF BUB.DING DROPS,INC -EMM—.ADDMON5,HlGHUGHEmG.DR OTHER OPERABLE ADA SILL 6 OPERABLE SILL 7 OPERABLE SILL RDNG9 DDDOCUM(TgEND7PRMRFDpND 4 INSWING/OUTSWING (I, INSWING 4 OUTSWING ENDURA HCI5000 AFCO A-276/P-2000 OPTIONAL AFCO H-497 <U i AHAF7 11 398EOpd1A/��II��4•3tE.338 9iBPECERT.OFpUTHORZRlI0N wxu3ua,a ONN0.895nt INTERIOR EXTERIOR 8 INTERIOR EXTERIOR / o DATE: 02.05.14 DWG. Y: CHK. Y: GL/TJM SS/MSS OPERABLE SILL g OPERABLE SILL SCALE: NTS 4 OUTSWING 4 OUTSWING DWG.a:A010851A OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBLA56SF SHEET: OF 8 4 PREPARED BY: _ HINGE SCHEDULE HINGE DETAIL AT JAMB: --_"-" — - --PLACE 09X 2-1/2"-PFH SCREW-NEXTTO-WEATHERSTRIP - DOOR HEIGHT QUANTITY ---- ------ BUILDING DROPS,INC— 6•-B" 3398E.OANm BEACHBLYO,M338 ® �•\ OANW954)39-78 FL33800 W:(9541)44A]38 ' WEB:w Wildingdr ps-m AVOW O 1 \ dn•ym 1819 � s W ~��d CO d a m Lu nod INTERIOR INTERIOR g .. 1-09X2-1/2"PHILLIPS FLATHEAD WOOD SCREW �• Ll Q H \' \' 3-09X3/4"PHILLIPS L27� Z O FLATHEAD WOOD SCREWS W W` EXTERIOR EXTERIOR'p 4-09 PHILLIPS FLATHEAD WOOD SCREWS Q 17 USE 3/4"LENGTH FOR 6'-8"DOORS = USE 1"LENGTH FOR 8'-0"DOORS LOCK JAMB HINGE JAMB W \155OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR (-- REMARKS BY DATE Add ADA sill,Multl-Paint Lock GL 06/23/14 9-#9X13/4"PFH 3_0gX2"PFH 13-08X13/8"PFH(6'-8"UNITS) 15-08%13/8"PFH(8'-0"UNITS) 8-09X21/2"PFH W/HARDWARE W/STRIKE HARDWARE (6'-8"&8'-0"UNITS) W/STRIKE HARDWARE COMES W/HARDWARE 1-MPL STRIKE PLATE fn[rvin MFMBOMERn a IA.4-MPL STRIKE PLATES iH RN09NALLNOi0E 0.FMR000CmEINW DREEM,INC4-OB X 13/8"PFH wnxourwRniEx mxsFHlOfIELNW-.E-MG 4Ro"9,ix 21 1-REINFORCEMENT PLATE o tK1NW Ofs,AOOmox xlcxucxnxGOROMER 20 HOPPE 02512296 xYWEx4sro"" MLEA U It,MERMIRFDRxo � \\\ S F• ���i EXTERIOR EXTERIOR o ``\\��F.• O /��' ;.�o TT INTERIOR o c �O��s'•/.....QP,G\=2[/` INTERIOR S4�gf�P.ENIm3yEyC`\\\\ 398 E 338 ORHU BFAOI,0.330DC W-(FRi.Of RUMORVATpN N0.295)8 11 11 5 ROCKWELLOUTSNG SHOWN-INIUL MNG ULTI-POINT LOCK JAMB 5 HOPPE MUOUTSWING SHOWN- LTI-POINT REINFORCEMENT PLATE Lo POINT LOCK JAMB ��OPPEMULTI-POINTLOCK DATE: 02.05.14 GL/TJM SS/MSS SCALE: NTS DWG.u:A010851A SHEET: OF8 5 PREPARED BY: 2%WOOD BUCK Q --BUILDING-DROPS,INC.. — 398 E MNA SEAN MIN. t+i DANA BEAN,FLwODa 338 ' EDGE DIST. w � WOOD ANCHOR PH:195<)399-B<]8 SEE TABLE SHEET2 ��" % SEE TABLE ON SHEET F,ix:(9s4paa.ana w WEB:ww Wildlnadropsmm %/. SILICONE i N m W J 2X WOOD BUCK 2i % ow CC N ^ �> u.l W LL e x�— o 7� MAX. 2X WOOD BUCK WOODANCHOR SHIM O Q m m x SEE TABLE ON SHEET 2 MIN.EMBED. SEETABLE SHEET2 Q HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL o w` 6 OUTSWINGSHOWN-INSWING SIMILAR 6 OUTSWINGSHOWN-INSWINGSIMILAR 6 INSWING-NO ANCHOR REQUIRED p 0 ° ENDURA ZAIL4565F SIUCONE � Wn SILICONE SILICONE 2X WOOD BUCK 2X WOOD BUCK REMARKS BY1 DATE Add ADA sill,Multi-Point Lock GL 06/23/14 2X WOOD BUCK No—u-InIS iN AOVFAIYOF BLINDING D0.0P5,INC i ANDS—OTBEEMPaOOUCEDINWNOIf Oa PArti WONOUf WBOTFN WNSFM OF BUBWNG Cut. ING OPERABLE SILL OPERABLE SILL 7 OPERABLE SILL ATRA pN ADDOIDN[ t GN PERM HEa MARONGSTO=.OONM NOT PEBMIfIFDANO 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED Eg F. AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 �� �•, .��le -2' O n/ 7 1 ` 'i C9 `� %qfpdNAIL!"3, N%N SILICONE SILICONE SILICONE 398 EF11X"iaili�t�#E`.33a OAHW BFA61,FL33000 f BPE OFNf.OF ADnroBQAI ION N0.295m 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 OPERABLE SILL DWG. Y: CHK. Y 9 OPERABLE SILL 1 OPERABLE ADA SILL GL/TJ SSA 6 OUTSWING-NOANCHORREQUIRED 6 0UTSWING-NOANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 ENDURA ZOBL4565F ENDURA HCIS000 DWG.#:A010851A SHEET: OF8 7�OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: 1%WOOD BUCK______ EDGE DIST. (OPTIONAL) BUILDING-DROPS—INC- 398 UILDING DROPS,INC. SEE TABLE SHEET �_ �0, 398 F.OANA BFAOI Bt.,SEE.338 Z p w OANABEA(H,FLMW CONCRETEANCHOR SILICONE Qi PN:(994)39984)8 SEE TABLE ON SHEET 2 PA%:(9941 244.a)31 F WEB:www.WlldlnGtivpSmm W h CONCRETE/ MASONRY z¢ BY OTHERS CONCRETE/ M fl\—CONCRETE/MASONRY N '• MASONRY K N • % � BY OTHERS O F.,o N� 1%WOOD BUCK a LU a h m a^o (OPTIONAL) C)Oozvi MAX.SHIM CONCRETE ANCHOR Q mSEE TABLE ON SHEET2 BY OTHERS �� N MIN.EMBED. SEETABLESHEET2 a Q OJ HEAD (TYPICAL) 2 JAMB (TYPICAL) OPERABLE SILL a �" � W W U jWL 7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED O ENDURA ZAIL4565F z O U SILICONE W SILICONE SILICONE F REMARKS BY DATE ,Q C G ,Qfiffia- G C 4 Gg;p A Add ADA sill,Multi-Point Lock GL OB/23/14 Q. CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS HlS WCOMExE[xG DROPS.�H T PXO SWLLLNOTBEiTEREPROOUCEOFINOxWNOLEOR PART WRn1ENM0S HOPU-GOROP9,iER OPERABLE SILL OPERABLE SILL 7 OPERABLE SILL ^LTEMTION....nBX;HIGH„ WG,ORO HER MARSiNGf TO TH6 GONM rytTlpPgH[OTPFRMIfIEOANO 7 N. OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED `���� �S F• '��ii AFCO 1-2297 AFCO A-276/P-2000 AFCO H-497 -Z •Y1 •7 O — �• TT Q ~�Oi SILICONE QQ QQ SLCONE Q SILICONE ''�O�'��i��,,•pE• - .Q 1'4 hF7 d3E � . G Q C B3o]•E,PSyT�E�G3:3•8=� ` PBPECERT.OFAIRHOR0ATI0N X0.295]8 Q. CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS OPERABLE SILL 9 OPERABLE SILL 1 OPERABLE SILL DATE: 02.05.14 7 OLITSWING-NOANCHORREQUIRED 7 OUTSWING-NOANCHORREQUIRED 7 UTSWING/INSWING-NO ANCHOR REQUIRED DWG. Y: CHK. Y: AFCO A-117 ENDURAZOBL4565F ENDURA HCIS000 ADA GL/TJM SS/MSS SCALE: NTS DWG.#:A010851A SHEET: OF8 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. � -- BILL OF MATERIALS O ROCKWELL MULT-POINT LOCK O HOPPE MULT-POINT LOCK PREPARED BY: REM#— DESCRIPTION MATERIAL — — 20 21 W/SILL SHOOT BOLT PLATE#2098911 Q FINGER-JOINTEDPINE ---- - ------------- _ _ SOLID PINE O —BUILDING-DROPS,-INC—. --- 1 FRAME HEAD(JAMBS 398 E.DANA BEACx BLVD,BTE.33B LAMINATED VENEER O DANA BFACN,Pl33Wa vx:lssal3s>9-en7e LUMBER O PAA:(ssapaA.ai3e COMPOSITE weB:Www.nNBmABa.Dn.EDm 2 (NOT USED) B � •„ 3 (NOTUSED) I IL a o n,y m cc 4 ENDURA ZAIL4565F THRESHOLD - O H 0 5 AFCO 1-2297 THRESHOLD wLL�N 6 AFCO A-276/P-2000 THRESHOLD a LL O C O m<a 7 AFCO H-497 THRESHOLD - O 0®0° C J mx 8 AFCO A-117 THRESHOLD - ° O�U DO 9 ENDURA ZOBL4565F THRESHOLD - 0 0 HANDLE ¢ 0 ryte: 10 ENDURA HC15000 ADATHRESHOLD - 0 ° ° _ o HEIGHT © Q Z. O o N (;]y URETHANE FOAM& O D ;o o. O 11 WEATHERSTRIP o. _ = POLYETHYLENE O O 7 z 0 Qo Lu 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE n � HANDLE ° 0 13 (NOTUSED) _ HEIGHT 0- Wy 14 (NOT USED) - O o 13 ° 15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL ° ° O ~ OU m10 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL O .3 REMARKS BY DATE aD Add ADA sill,Muld-Point Lock GL 06/23/14 17 BUTT HINGE(SEE SCHEDULE SHEETS) STEEL - 18 KWIKSEf LOCK SERIES 400 STEEL Bo c Aa 19 KWIKSET DEADBOLT SERIES 780 STEEL O a IS MFPRDPFNIYIDIxGDROP; 20 STEEL INC ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT AND3H.tuNol BEMPROOUr-INMOMOR PARI , ROCKWELL MULTIPOINT TONGUE LATCH#732287808-0 UNIT WGHOW WRniEN CONSEN3OP BUILDING DROPSINC ALTEMTION9,ADDMONS,HIGHUGHSING,OROMER 0.63" NuwONGsmMuooaMNolPwnrtIEOAND 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL B I�\ /7 u �S F.•)(O 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL O ����� •.J, •�.�0 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL i _ 7 o - T/�T� Try .79" —1 1.65"1— i�O% L.,IJ�P..2•�(V�. � ,p •••••vV1r000 •• �� FRAME HEAD/JAMBS ENDURA ZAIL4565F AFCO J-2297 AFCO A-276/P-2000 HEAD SHOOT BOLT PLATE(LH) O VARIES,SEE BOM ABOVE O THRESHOLD O THRESHOLD THRESHOLD 398 Ed No.73l \ O DMLI t��IL�t4STE 33R J- PBPECERDANWBEAO,R oN T.OF AUMORRATION N0.3957B 4.563° 4.56"--{ 5.62" 4.57"—'I 1.75" DATE: 02.05.14 DWG. Y: CHK. Y: O AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F 10 ENDURA HC15000 ADA 23 HEAD SHOOT BOLT PLATE(RH) GLITJM SS MSS THRESHOLD THRESHOLD SCALE: NTS DWG'#:A010851A SHEET: OF8 71 4.58"------ I I 0 5.00" LI o I 4..11—{ 6 4.62" i i � BUILDING DROPS 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product EvOunflon Report Of JELD-WEN, inc. Design Pro / Smooth Pro Impact Approved For use outside the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Repoir No. 2750 Current Florida Building Code I i Method: 1 —A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro Impact Approved For use outside the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3'-0"X C--8"(Nominal) 3'-0"X 8'-0"(Nominal) Prepared For: ``��������►��,,��� JELD-WEN, inn. `���SES F. • 0� �,�� 3737 Lakeport Blvd. ``����'•�\••.. • •-t�,pp� Klamath Falls, OR. 97601 _ 7 Prepared by: Hermes F. Norer® P.E. ; "° • T T ' � Florida Professional Engineer#73778 0,c• C q DP.•'• 141�`: Date: 09/22/2014 �'%�SS, ••"" �G ��� Contents: ���,�,ANAL Evaluation Report Pages 1—4 Digitally signed by Hermes F.Norero,P.E. Hermes F. Norero, P.E. Reason:I am approving this document Florida No.73778 Date:2014.09.2615:47:05-04'00' I i BUILDING DROPS A Perfect Solution in Every Drop Date: 09/22/2014 Certificate of Authorization:29578 Report No: 2750 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: - Design Pro/Smooth Pro Impact Approved For use outside the High Velocity Hurricane Zone(HVHZ) 3'-0"X 6'-8" (Nominal) 3'-0"X 8'-0" (Nominal) Scope. This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN inc. based on Method 1a of the Florida Department of Business and Professional Regulation-Florida Building Commission. I Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current International Building Code, International Residential Code,and Florida Building Code. See Installation Instructions A010851A,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current International Building Code(IBC), International Residential Code(IRC),and Florida Building Code(FBC),excluding the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering for Wind Zone 3 or less. 4. Site conditions that deviate from the details of drawing A010851A require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010851A for size and design pressure limitations. i Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 I� 1 1 BUILDING DROPS A Perfect Solution in Every Drop Date: 09/22/2014 Certificate of Authorization:29578 Report No: 2750 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute(FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • ASTM E283-04 • ASTM E330-02 • ASTM E1886-05 • ASTM E1996-06 • AAMA 1304-02 • TAS 202-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization# TST1589) Report# Report Date: SJW2013-196 09/03/13 SJW2013-129 08/09/13 SJW2013-231 12/03/13 SJW2013-251 12/23/13, SJW2013-252 12/23/13 SJW2013-253 12/23/13 NCTL-210-3924-01 12/18/13 NCTL210-3925-03 02/07/14 e N CTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 SJ W 2014-066 07/07/14 SJ W 2014-076 07/07/14 SJ W 2014-070 07/07/14 SJW2014-075 07/07/14 2. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) ! Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 J ! BUILDING DROPS A Perfect Solution in Every Drop Date: 09/22 Certificate of Authorization:29578 Report No: 27750 014 I Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate(Min.S.G. =0.55), use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min.f'c=3000 psi)or masonry(Conforms to ASTM C90)substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon or%"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete(Min.f c=3000 psi)or masonry(Conforms to ASTM C90)substrate where wood bucking is NOT employed, use 3/16"diameter ITW Tapcon or%" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (A010851A)for anchor spacing and more details of the installation requirements. i Design Pressure: MAX.OVERALL DESIGN PRESSURE(PSF) NOMINAL SIZE MISSILE CONFIGURATION INSWING OUTSWING IMPACT WIDTH HEIGHT RATING POS. NEG. POS. NEG. X 3'-4" 6'-8" 50* 50 50* 50 LMI&SMI X 31-0" st�()U 50* 50 so* so LMI&SMI I i Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4