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Home My WebLink AboutProduct Approval File COPY r o e m 9 Maw BCIS Home I Log In User Registration Hot Topics Submit Surcharge , Stats It Facts Publican to Us S Site M U s Search i Florida i E Product Approval L17��. � llb USER:Public User CODE C®�ViPLiA�ICE Product A roval Menu>Product or Application Search>Appliwtion List>Application Detall ST. � C I C COUNTY OUN Y • F FL# FL16674-R16 q�� 130CC Z' ?1 Application Type Revision Code Version 2020 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 Product Manufacturer ]ELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative ]ELD-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 Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2006 ASTM E283 2004 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Approved Certification Agency FL16674 R16 Equiv Equiv 2016-01 Tech Bulletin E1996 Equivalency_pdf FL16674 R16 Equiv Eauiv WDMA E1886]ELD-WEN 5 6 2016.(Ldf Product Approval Method Method 1 Option A Date Submitted 07/29/2020 Date Validated 07/30/2020 Date Pending FBC Approval Date Approved 08/02/2020 Summary of Products FL# Model,Number or Name Description 16674.1 A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Fiberglass Door,T-0"x 6'-8"and Fiberglass T-0"x 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16674 R16 C CAC NI011919.01-Rll.pdf Approved for use outside HVHZ:Yes FL16674 R16 C CAC NIO11919-Ril.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-50 03/30/2026 Other: Installation Instructions FL16674 R16 II 16674.1 SS 2019-10-Ol.pdf Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL16674 R16 AE PER6264.2 SS 2019-10-01.pdf Created by Independent Third Party:Yes 16674.2 B Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Fiberglass Door,3'-0"x 6'-8"and 3'-0"x 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16674 R16 C CAC NIO11918.01-Ril.odf Approved for use outside HVHZ:Yes FU6674 R16 C CAC NI011918-1111.Ddf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL16674 R16 II 16674.2 SS 2019-10-Ol.pdf Verified By: Hermes F. Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL16674 R16 AE PER6265.2 SS 2019-10-01.pdf Created by Independent Third Party:Yes 16674.3 C Design Pro/Smooth Pro/Studio Double(XX)Impact Opaque Fiberglass Door,6'-0"x 6'-8"and Fiberglass 6'-0"x 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R16 C CAC NI011916.01-R13.odf Approved for use outside HVHZ:Yes FL16674 R16 C CAC NI011916-Rll.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL16674 R16 II D015696-DP SP OPQ LMI ASTM XX FBC SS 2019-12-12.pdf Verified By: Hermes F. Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL16674 R16 AE PER6266.2 SS 2019-10-01.p_df Created by Independent Third Party:Yes 16674.4 D Design Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Fiberglass Door,6'-0"x 6'-8"and 6-0"x 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R16 C CAC NI011917.01-R10.odf Approved for use outside HVHZ:Yes FL16674 R16 C CAC NI011917-Rll.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-50 03/30/2026 Other: Installation Instructions FL16674 R16 II D015697-DP SP GLZ LMI ASTM XX FBC SS 2019-12-12.pdf Verified By: Hermes F. Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL16674 R16 AE PER6267.2 SS 2019-10-01.pdf Created by Independent Third Party:Yes 16674.5 E Design Pro/Smooth Pro/Studio Single with side lite(s)(X,O/O,X/O,X,O)Impact Opaque Fiberglass Fiberglass Door,9'-0"x 6'-8"and 9'-0"x 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16674 R16 C CAC NIO11922.01-R12.pdf Approved for use outside HVHZ:Yes FL16674 R16 C CAC NI011922-1112.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2026 Other: Installation Instructions FL16674 R16 II 16674.5 SS 2019-10-01.pdf Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL16674 R16 AE PER6268.2 SS 2019-10-Ol.Ddf Created by Independent Third Party:Yes 16674.6 F Design Pro/Smooth Pro Fiberglass Single with side lite(s)(X,O/O,X/O,X,O)Impact Glazed Fiberglass Door,9'-0"x 6'-8"and 9'-0"x 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16674 R16 C CAC NIO11924.01-Ri0.Ddf Approved for use outside HVHZ:Yes FL16674 R16 C CAC NIO11924-R11.pdf Impact Resistant:Yes FL16674 R16 C CAC NI013412-115.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: 03/30/2026 Installation Instructions FL16674 R16 II 16674.6 SS 2019-10-Ol.pdf Verified By: Hermes F Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL16674 R16 AE PER6269.2 SS 2019-10-Ol.Ddf Created by Independent Third Party:Yes 16674.7 G Design Pro/Smooth Pro/Studio Double with side lite(s) (XX,O/O,XX/O,XX,O)Impact Opaque Fiberglass Fiberglass Door,12'-0"x 6'-8"and 12'-0"x 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16674 R16 C CAC NI011914.01-Ril.pdf Approved for use outside HVHZ:Yes FL16674 R16 C CAC NI011914-R12.Ddf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:N/A 03/30/2026 Other: Installation Instructions FL16674 R16 II D015700-DP SP OPQ LMIASTM OXXO OXX FBC SS 2019-12-12.pdf Verified By: Hermes F. Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL16674 R16 AE PER6270.2 SS 2019-10-Ol.Ddf Created by Independent Third Party:Yes 16674.8 H Design Pro/Smooth Pro Fiberglass Double with side lite(s) (XX,O/O,XX/O,XX,O)Impact Glazed Fiberglass Door, 12'-0"x 6'-8"and 12'-0"x 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16674 R16 C CAC NI011915.01-RiO.odf Approved for use outside HVHZ:Yes FL16674 R16 C CAC NI011915-1111.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:N/A 03/30/2026 Other: Installation Instructions FL16674 R16 II D015701-DP SP GLZ LMI ASTM OXXO OXX FBC SS 2019-12-12.pdf Verified By: Hermes F Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL16674 R16 AE PER6271.2 SS 2019-10-Ol.Ddf Created by Independent Third Party:Yes Back Next •Contact Us::2601 Blair Stone Road,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: 1 ® 0 M BUILDING DROPS 398 E. Dania Beach Blvd. Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of JELD-WEN, inc. Design Pro / Smooth Pro / Studio Opaque (Impact) for Florida Product Approval Report No® 6264.2 Current Florida,Building Code Method: 1—A (Certification Method) Category: _Exterior Door Assemblies Sub—Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro/Studio Material: Fiberglass Product Dimensions: 3'-0"W x 6'-8" H (Nominal) 3'-0"W x 8'-0" H (Nominal) Prepared for: JELD-WEN, inc 3737 Lakeport Blvd. Klamath Falls, OR. 97601 ,`````��t�+u►rio��''s Prepared by: Hermes F. Norero, P.E. N 7 Florida Professional Engineer#73778 7 Date:09/13/2019 'o S A OF Contents: � '<` p .�pP;•� `� Evaluation Report Pages 1-307 Digitally signed by Hermes F Norero Reason:I am approving this document HermeSjFINOtAi'a,p.E, Date:2019.10.01 20:48:00-04'00' Florida No.73778 BUILDING DROPS Date: 09/16/2019 A Perfect Solution in Every Drop! Report No: 6264.2 Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Exterior Door Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Design Pro/Smooth Pro/Studio Opaque(Impact). 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 State of Florida Product Approval, Department of Business and Professional Regulation-Florida Building Commission. 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 Florida Building Code. See Installation Instructions provided by manufacturer for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, 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 Chapter 16 of the current Florida Building Code and does not require an impact resistant covering for Wind Zone 3. An impact covering is required for Wind Zone 4. 4. Site conditions that deviate from the details of manufacturer require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions for size and design pressure limitations Hermes F Norero, P.E. Florida No.73778 Page 2 of 3 BUILDING DROPS Date: 09/16/2019 A Perfect Solution in Every Drop! Report No: 6264.2 Certificate of Authorization:29578 Certification Agency: The manufacturer has demonstrated compliance of door products in accordance with the current Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation and Management Institute(FBC Organization#:CER1773) 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: NCTL-210-3918-01 10/04/13 NCTL-210-3924-02 12/18/13' SJ W 2013-231 12/03/13 SJW2013-234 12/09/13 SJ W 2013-235 11/26/13 SJW2013-251 12/23/13 SJ W 2013-252 12/23/13 SJW2013-253 12/23/13 N CTL-210-3924-01 12/18/13 NCTL-210-3925-03 02/07/14 SJW2014-032 04/22/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 SJ W 2014-068 07/07/14 SJ W 2014-071 07/07/14 SJW2014-069 07/07/14 SJ W 2014-079 07/07/14 NCTL-310-19-038 07/07/14 2. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) Installation: Refer to Installation.Instructions(D015694)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to drawing(13015694)for pressure information Hermes F Norero, P.E. Florida No.73778 Page 3 of 3 PREPARED BY: JEL D, WEN 371/2•MAX. BUILDING DROPS,INC OA WIDTH BIT". sle ¢ vn:lss•)sys WINDOWS & DOORS 371/2•MAX . .LL. a taw DESIGN PRO ISMOOTH PROoAw1oTH IMPACT APPROVED ® o z o d FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 4 a o �—„no g 5 2 W p m� 1 U y N W mfo� GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT V• s O ACTIVE S H z 4 s • ACTIVE i i Q C3 7a INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE 3In�q s i �3o s Z wZ (FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: TjN0 s — O?s� N� �Q W • ASTM E283-04 0 i!1 / �/ WO W W . • ASTM E330-02 f �_ �F • ASTM EJIM 5 • ASTM E1996O6 • AAMA 130402 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE .2 1 e 1 2 FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF Typ,ELEVATION 1 TYP.ELEVATION 2 INSTALLATION. �1 REMARKS BY DATE ¢'r oo¢•lmwt rroo¢vxmn A44ADA IN,Muhi-0a1.1 L-Gl 3h; 3. THE INSTALLATION I DETAILS CONDITIONS CAUSEINARELLATIO[AND MAY NOT REFLECT EQUALCONDITIONS TSDETAFOR IRYG.emtgA51A Rrs p•rys A REIN,C SITE.E SITE INFER OR A CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE FOR WIND ZONE 3OR LESS. S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH -¢k1•®.omaswlnc•.av,cv DOORS ARE QUALIFIED. `RRRTR I I L I I IIITyy7j 6. NOTE: AFCO H497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.75 PST. REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT •E1� PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH T HAT OVERHANG(OH)RATIO=ON LENGTH t OH HEIGHT 1521.0 NOTE: : N 7 7 g DOORS SHOWN ABOVE MAY BE LEFT .k. OR RIGHT HAND OPERATING DOORS. sn of :a: Ci�. TABLE OF CONTENTS ,t rd 7Y/ SHEET 1IM 10N SHEET DESCRIPTION 'git.11,¢igned by HcrmcsF Namr¢ flca—I em eppto ing tNs dit—t 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GEN ERAL NOTES D.1,2019 10 0120.13 51-04'00 2 - TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14 3 OPTIONAL 2X BUCK ANCHORING DETAILS DWG. Y: CHX. Y: 4 - VERTICAL ASSEMBLIES NOMINALSIZE LL OFSIGNPRESSURE(PSF) MISSILE GL TJM SS MSS 5 - HORNONTALASSEMBLIES CONNGURATION INSWING OUTS-NG IMPACT SCALE: NTS 6 - WOODSUBSTRATES WIDTH HEIGHT POS. NEG. POS. NEG. RATING DWG.u: D015694 - 7 - CONCRETE SUBSTRATES X 3b" 1 6'-8' S0• 50 SO' 50 LMI&SMI SHEET: OF8 8 - COMPONENTS&BILL OF MATERIALS X 3 W 8'-0• SO• 50 SO' 50 LMI&SMI 'SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. INSTALLATION NOTES: PREPARED BY: 1. ONE(1)INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN. f, 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE I/41NCH.SHIM WHERE SPACE OF I/161NCH OR GREATER OCCURS.SHIM(S)SHALLBE t n CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER mn+'�I9s9pnea� 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT UMRED TO TmP�wana mawm+ STUCCO,FOAM,BRICK VENEER,AND SIDING. W 4. OR HAVE ACOROSIORSANSTANTASSOCIATED ING,HARDWARE HALL BE INS LLED IN ACCORDANCE WITH ANCHOR $ OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE Wf71J ANCHOR 371/2°MAX -, MANUFARURER'S INSTALLATION INSTRURIONS. Z poi OA WIDTH O d S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALLINSTALLATION ANCHORS INTO MORTAR 3"TYP. a0 Z -o qa JOINTS.EDGEDISTANCEIS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE C2 Q "'use SHELLOF BLOCK Op v7 5.—.. O� vT i 6. FOR 2X STUD CONSTRUCTION,ANCHORING OFTHESE PRODUCTS SHALL BE THE SAMEAS FOR2X BUCK CONCRETE/MASONRY CONSTRUCTION. 1. INSTALLATION ANCHOR CAP TIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WRHTHE I �y FOLLOWING PROPERTIES. O A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. B.CONCRETE-MINIMUM COM PRESSIVE STRENGTH OF 3000 PSI. tom O U � C.GROUT-FILLED CMU-UNIT STRENGTH CONFORM TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTMC476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 Q A° PSI O.HOLLOW BLOCKCMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 8 S U OF 2000 PSI. 8. 'SEE SHEETS 6 AND FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR FF0 of LOCATIONS,EDGE DISTANCES,EMBEOMENTS,AND SHIM SPACING. REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Ad4A4A0,MURFPoInt lnd Gl DW3114 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. RAere,ve OwG.a4410BSU1 RN vJAw/19 ANCHORTABLE 6'8'DOORS 8'0"DOORS ANCHORMIN. MIN.EDGE TYP. CHOR LAYOUT ANCHOR TYPE SIZE SUBSNiATE EMBEDMENT DISTANCE MAX.O.0 MAX.D.C. aANr4rrwoatmcxt 11111111///j mx SPACING AT SPACING AT IAMBS IAMBS NOTE. \ F. 0 NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS OU ONLY. L E•S' WOOD SCREW XIO 2X WOOD ORFRAMINUG 1-1/2' 3/4' 17-1/2' 17.1/4' _�`` N .7 7 (1 i ITWTAPCON 311V CONCRETE/CMU 1-1/4' 2.1/2' 17.1/2' 17-1/4' * = OF Q' ELCO ULTRACON 1/4' CONCRETE/CMU 1131%'--CMU 1' 17-1/2' 17-1/d' ip�T O ITW TAPCON 3/16' CONOIETC/CMU IL--' 1' 10' 14-3/8' NOTE: xYl B2 2 49%2]/2'PFH DOORS SHOWN ABOVE MAY BE LEFT 2-f9 X 2 OR RIGHT HAND OPERATING OOOgS. DETAIL D2 25 26 DATE: 02.05.14 x-19%2 I(2'PNI DETAILD2 PRISC`Im MULTI-POINTISHOWN) T PLATE LO DWG. Y: CHK.qY: (PLATE PLATE GL TJM SS/MSSDETAIL B2 'TYP.HOPPE SCALE: NTS uL71 POINT SHOOT BOLT I-6T14ATE 00T D015694 BOLT I DWG.X: PLAT[LOCATION HDPPE 4xO9B911 SHEET: OFB A SILL SECTION VIEW HEAD SECTION VIEW ""` ,uw.uv `°°P° wtB,9 aNwiuw 2, PREPARED Br: BUILDING DROPS,INC. ue�iw�sn w:nsm.nn 41/2'T/P. 41/2'7YP. 11/2-OFFSET 1. C] o w op uQ Sar.. '¢ XD mg` a¢ QZ Z= a g0 W O z REMARKS BY DATE V" MdADAMII,MUM-0aI.t GL JA4 �TYP.ANCHOR LAYOUT 3eI.,.M40wc.4M+ +^^^+ N4ns auadmaDu.u4aar 11/4'MIN.EMBED TYP. i `�� •• O o� SEETABLE 2%BUIXANCIIOfl TABLE ��\ E,S 'Ao�i N 7 7,y� O 0' 6'B'DOORS 8'0'DOORS ANCHOR MIN. MIN.EDGE MIN.CENTER 'D S A OF ANCNORTYPE SIZE SUBSTRATE EMBEDMENT DIST,TO TO CENTER l SURSTRATE DISTANCE MAN.0.G MAX.O.C. �PC3 OS Go SPACING AT SPACING AT i •P O IDP•'��/``� F I 2X WOOD BUCK 2X WOOD BUCKINSTALL IAMBS JAMBS ANCHOR PER BUCK ANCHOR TABLE ITWTAPCON 1/0 CONCRETE/CMU 1.1/4' 2-11r 4' w 3D1/4' r.•.d q/ +a);o. ELCOULTRACON 1/4' CONCRETE/CMU 1-3/8'-LONG I' 4• 2S 31�1/4- 2K WOOD BUCK INSTALL �]X WOOD BUCK INSTALL 1-1/4'-CMU DATE: 02.05.14 NOTES: DWG. Y: CHK. Y: GL TJM SS MSS 1. 2X BUCK IS NOTFOR INSTALLATION ATSILL. SCALE: NTS 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL4/3. DWG.R: D015694 SHEET: OFB 3 PREMREO BY., n BUILDING DROPS,INC. 11 INTERIOR EXTERIOR EXTERIOR �. INTERIOR g 4 _r INTERIOR ./ ORRIOR p 5 O¢ � �1 OPERABLE HEAD OPERABLE SILL -4--'\ OPERABLE SILL 4 OUTSWINGSHOWN-INSWINGSIMILAR 4 INSWING 4 OUTSWING a: 11 REMARKS BY DATE INTERIOR E7(fFAIOR MRIOR /. INTENOR 7 peapp�.ill,Mm[4Pomt tow 6L 3lln INTERIOR EXTERIOR 10 /' •/ Refereme DWG..1(11Rfl911 u., /19 OPERABLE ADA SILL OPERABLE SILL OPERABLE SILL 4 INSWING/OUTSWING 4 INSWING 4 OUTSWING OPT,ONALAFCO H<97 ` 7-.7�� 0*L OF i 11 :o O TOP: 9 INTEWR EXTERIOR ,wd pJ 8 INTERIOR EXTERIOR - DATE: 02.05.14gg GL�TJM ssrpVSS OPERABLE SILL OPERABLE SILL SCALE: NTS DWG.a: D015694 4 OUTSWING 1,4 OUTSWING SHEET: OF8 4 - 4 PRU'ARFD W. HINGESCHEDULE HINGE DETAIL ATIAMB: z PLACE#9 X 2-1/2-PFH SCREW NEXT TO WEATHERSTRIP DGORHEIGHT OUANHTY BUILDING DROPS,INC. 6'41' 3wz .euanum, n A<rvHPw•>m d� i N 18 19 1 �� \ a w .m-oA6 INTERIOR INTERIOR \\� // ❑O W 5¢ .. ga � Osa� 1-#9 X 2.1/r PHIWPS OQ nY \ - \ FLATHEAD wODD SCREW Q F 7= \ \' 3-#9X3/4'PHIWPS �� ZO W= \\ FLATHEAD WOODSCREWS W N EXTERIOR ORE.I, ❑ " 4-R9 PHIWPS FLATHEAD WOOD SCREWS Q 17 USE 3/4-LENGTH FOR 6'-8-DOORS USE V LENGTH FOR 8'-0-DOORS 1 LOCK JAMB 3e HINGE JAMB OUTSW 5 OUTSWING SHOWN-INSWING SIMILAR 5 ING SHOWN-INSWING SIMILAR REMARKS BY DATE A44AW ciy MUNAilntlaE Gl WJ33/1< Peknnt OWD KA910RS1A AM WA1e/19 9-49%13/4'PRI 3-p8%2'PFH 13-p8X13/9'PFH(6'-B'UNITS) 8-#9X212-PFH W/HARDWARE 15-p8X 13/8°PFH(8,-w UNITS) / (6'-B'&8'-0'UNITS) W/STRIKEHARDWARE COMES W/HARDWARE W/STRIKE HARDWARE 1-MPLSTRIKE PLATE 4-MPL STRIKE PLATES 4-#8 X 131V PFH 21 1-REINFORCEMENTPLATE 20 HOPPE 42512296 �KLT1111111/llll x L%IENOR EXTERIOR `�� I'' O 1,1, -` N 7 c* r . .7 • L-o S A OF It IHT[AIOR o OITENOR o i 71 11) IFS Ci 11 11 ROCKWELL MULTI-POINT LOCK JAMB 5 HOPPE MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK 5 OLRSWING SHOWN-INSWING 51MILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR 5 TOP REINFORCEMENT PLATE-ACTVEPANEL ONLY DATE' 02.05.14 GL�TJM SS MSS SCALE: NTS DWG.#: D015694 SHEET: OF8 5 PREPAREDRY: 2X WOOD BUCK BUILDING M DROPS,INC. MIN. •5i Aeuw.nmw'm� Im EO DIST. i '9 � WOODANCHOR w�ul9NlA9°�m SEE � SEE TABLE ON SHEET 2 TABLE SHEET �9 Y�DPa.ne R AtrRamaw. SILICONE s 2%WOOD BUCK a O mq w 2X WOOD BUCK O� d vsi MAX. C' i C W HOR SHIM H¢ N v SEETABLE TABIE ON SHEET2 MIN.EMBED. aQ j SEETABIE SHEET2 �11 HEAD(TYPICAL) �21 JAMB(TYPICAL) 3 OPERABLE SILL h o W 6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING-NO ANCHOR REQUIRED p 3 � SILICONE SILICONE SIUCONE REMARKS BYI DATE 2X WOOD BUCK 2%W000 BUCK Aad ADAsiR,MuuLOdMIttY GI Iosmm Rek,en G.9A0108S1A AM Amf19 2X WOOD BUCK OPERABLE SILL 6 OPERABLE SILL OPERABLE SILL 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NOANCNOR REQUIRED wnDY`SYISLLIIIIITIY7jIv` AFCO H-497 `SSS (•=. �,r5gyygQC�� = sn of ro SILICONE 51UCONE SIUCONE y� xd ryT 2%W000 BUIX 7"t�XWDODBUCX 2X WOOD BUCK DATE: 02.05.14 DWG. V: SS OPERABLE SILL /� OPERABLE ADA SILL GL TJM SS OPERABLE SILL MSS 6 OUTSWING-NO ANCHOR REQUIRED 6 OurSWING-NO ANCHOR REQUIRED 6 INSW NG/OUTSWING•NOANCHOR REQUIRED SCALE: NTS DWG.#: D015694 SHEET: OF8 p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW 6 SECTION OF HEAD OR IAMB AS LONG AS MINIMUM V EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. I vREvauD er: MIN. lx W000 BUCK EDGE (OPTIONAL) SEE TABLE SIHEET2 G I BUILDING DROPS,INC. o i e wxue�M1w..sn.a CONCRETEANCHOR SEETABLEONSHEET2 o Ci ....mr,Eawn,mm CONCRETE/ W J •• MASONRY BY OTHERS % CONCRETE/ o'$ f W '•. ''••-..'•.. •?� MASONRY c a ED BY OTHERS "d 1x WOOD BuCK •Y� C W' $ r �% (OPTIONAL) j "A;' �y CONCRETE ANCHOR Q DO m v SEETABLE ON SHEET 2 MI D. CONC SHIM RETE/MASONRY BY OTHERS 0 �� yl SEETMABu:LESH SMEET2 n HEAD(TYPICAL) JAMB(TYPICAL) 3 OPERABLE SILL w w° OUTSWING SHOWN INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR INSWING-NO ANCHOR REQUIRED p Z 0 SILICONE SILICONE SILICONE H7 REMARKS BY DATE •Q A A .Q A d •Q L__�MASONRY A ABB-111,MUMT11n t-GL UI< G.�AGIO851A aM 99AMl19CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY BY OTHERS BYOTHERS BYOTHERS OPERABLE SILL OPERABLE SILL rT� OPERABLE SILL 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED OUTSWING-NO ANCHOR REQUIRED SSSY�I,ITIIIII!!A AFCO H-497 `��`� E, 0111, Ao l D S A OF o SILICONE SRI[ONE SILICONE p 0 O I - .Y. DP: � �n LL__Ll1\__ nm CONCRETE/ CONOIETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BYOTHERS BY OTHERS g OPERABLE SILL g OPERABLE SILL OPERABLE SILL DATE: 02.05.14 \,7.1 OUTSWING-NOANCHOR REQUIRED OUTSWING-NO ANCHOR REQUIRED 7 UTSWING/INSWING-NO ANCHOR REQUIRED DWG. Y: CNN. : GL JM SSYMSS SCALE. NTS DWG.": D015694 SHEET: OF8 p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SEEMTON OFT AA MOEGE MINIMUM BED..HD ISTANARAACHIV.. BILL OF MATERIALS PPEvagEO BY: 20 ROCKWELLMULT-POINT LOCK Zl HOPPE SHOOT BOLT N6Mp DESCRIPTION MATERIAL W/SILL SHOO780LT PLATE 07098911 FINGER-JOINTED PINE SOUR PINE O BUILDING DROPS,LNG 1 FRAME HEAD/JAMBS LAMINATEDVENEER ® , ^�KKy ry LUMBER O Mru: In�..De COMPOSITE wle� mreemc.m. 2 (NOT USED 3 (NOT USED) Ca 4 THRESHOLD - O 5 THRESHOLD 6 THRESHOLD - JHEIGHT 7 AFCO HA97 THRESHOLDO O8 THRESHOLD ® DO 9 THRESHOLD - O —10 THRESHOLD - �q �O w H 11 WEATHERSTRIP URETHANE FOAM& 7 O ' POLYETHYLENE ^�-� 12 NON-COMPRESSION SHIM(025'MAIL THK) COMPOSITE HANDLE A W �^ HANDLE 0 Z FFF�""]111 13 (NOTUSEO) - HEIGHT a a ^' 14 (NOTUSED) t o U 1"") 15 410 WOOD INSTALLATION SCREW W/11/1'MIN.EMBEDMENT STEEL o 0 � B 4• 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&31 STEEL C m REMARKS BYJ DATE 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL MapGp4R,MuRFve4nlv3 Gl 129M m — Relert�ss GWG.9aG1449L eM 719 18 LOCKSERIES400 STEEL - ® $ tl 19 DEAOBOLT SERIES 780 STEEL W O ROCI(WEIL MULTI-POINTTONGUE LATCH tl 732287686-8 UNIT 20 ROCKWELL MULTI-POINT TONGUE LATCH d73228783"UNIT SQL 21 HOPPE MUU4POINT HARDWARE HLS9000 STEEL Lj ia�rtron`L 111111I11/IITn� 22 HOPPE MULL-POINT HEAD SHOOT BOLT PLATE LH X8784091 STEEL O O IN, .. 0 23 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE RH 98783923 STEEL �� ;•• 24 PU DOOR CORE O DOD N O .79' —4 1.6es•1— s n OF u, OFRAME HEAD/JAMBS THRESHOLD THRESHOLD THRESHOLD HEAD SHOOT BOLT PLATE(LH) :O1�c O IVP VARIES,SEE ROM ABOVE O O O TT C2 L 4.563' 4.56•--I s.6z• 2.75• DATE: 02.05.14 DWG. Y: CHK. Y: O AFCO H-497 THRESHOLD O THRESHOLD O THRESHOLD 10 THRESHOLD 23 HEAD SHOOT BOLT PLATE(RH) GL TJM SS MSS SCALE: NTS DWG.d: D015694 IJOO SHEET: OFS 4.s8------ I I S 5.00• 175- g 4.62'� � �aS6'� o •