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HomeMy WebLinkAboutProduct Approval I 36" X 80" -------------- - I 1 ' I it I REPLACE DOOR IN 1 OPENING ONLY. I NEW DOOR TO BE IMPACT RESISTANT- HURRICANE SHUTTERS NOT REQUIRED. � I ----------------------- 'i I I i I a I �I ------------------------ I , I OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. . 1 36 80 20.00 4 37.5 1 -40.8 FL13540.1 55.0 1 -55.0 KITCHEN-LSM( I I REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16"TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. I SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT= 17 FT 3 IN ! I I GROVE COMMUNITY CLUBHOUSE I 5951 TRAVELER'S WAY DOOR REPLACEMENT PLAN FORT PIERCE, FLORIDA '.I 03/13/2017-2:24pm masonb V:\Prcjects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current)Gordon.dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft) __ Roof Tributary Area(Sq Ft) 1. TABLES ARE INTENDED TO DEP.IOT THE WORST CASE'PRESSURES.'WORST CASE'IS Height -.� �'^ ,eight DEFINED AS THE CRITICAL CONDITION-OF-ANYUNKNOWN VARIABLE AS DESCRIBED BELOW. g 10 15 20 25 30 B� „40 50 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CON UIONS-REQUIRED FOR U0'WITH THESE TABLES. -41.0 -40.0 - .3 -38.7 -38.3 3i 9 I 6 ]'1741 37,'0, -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2.TABLES VALID O LYiFOF BUTLDjNGS.bF N)EAfJ'ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft 4 v3 i"'' 's i 0-15 ft 3 TABLES VALID FOR ALL RQOFT'ffYYP.ES.4S�,OPES.APPLICABLE REDUCTIONS FOR ROOF SLOPES +37.8 +36.8 +36.1 +35.5 +35.1 +3 7 4 4 4:1 3. t +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 r LESS THAN•10°SHALT,BE PERF.OR¢7ED,BVeA(N ENGINEER AS A SITE SPECIFIC CONDITION. -41.6 •40.5 -39.8 -39.3 -38.8 3 4 •-"38,1: T3718`. 3 .6=i,* -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8• -43.3 4•IDENTIFY THE BIJILDIIt G:MEAN,(AVER/0G).ROOF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 -�+34'9 ;3.6" " q'+ 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIFIFrDyIUSIE R.'PEAK ROO��f�EIGyT. 5. ALWAYS ROUND URkOOF.�HEIGHTSy-,,(,O VEXVABLE VALUE OR CONSERVATIVE ASSUMPTION. -42.1 -41.1 -40.3 -39.8 -39.3 38:9 -38 6,� 3g1.3-X136.'O 7- -52.0 -49.9 -48.5 -47.3 •46.4 -45.6 -45.0 -44.4 -43.8 6.CALCULATE THE TRIBUTARY- OF,,TI'E OPENING IN QUESTION(HEIGHT*WIDTH)OR 17 ft +38.8. +37.8 +36.5 +36.0 +35.6 +35.3 +S IQ.34 7 ' 17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)MULTIPUED`BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -42.6 -41. -40.8 -40.3 -39.8 -39.4 -39.1 -38.8 -38.5 -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT 2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft RY +39.3 +38. +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 18 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 AREA OPENIOF AN OPENING CANNOT BENGS ONLY-THIS INCLUDES IDENTIREAS F ED,THE MOSTRITICAL(0 SQUARE FEETWEEN STRUCTURAL MULLS. IF THE ET)SHALL -43.1 -42.0 - -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 -53.2 -51.1 -49.6 -48.5 -47.5 -46.7 -46.0 -45.4 -44.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 -54.3 -52.2 -50.7 -49.5 -48.5, 47 7,,; =47.0 -46.4 -45.8 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 21 ft +40.6 +39.5 +38.7 +382 +3,Z-r 37.3 436.9-,-t6"6' +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 ft -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 22 ft -54.9 -52.7 -51.2 -5 0 =4 -48 2. ";`, 5 B.8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 +41.0 +39.9 +39.1 +3 5. t38;_ 376; +"3T3€• 7.0 +36.7 GENERAL NOTES: -44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 -55.4 -53.2 -51.6 _5q,4 480,,N4 9�a�4�7.3 -46.7 1. TABLES TO BE IN 23 ft +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.fi +37.3 +37.0 23 ft +41.4 +40.3 +39.5 +3 9 k38438 0 7 t X37,,3 +37.0 METHODOLOGY'PER ASCE E7D-10 SECTION 2A4 1 AND CHAPTER 30 PART SEOR DESIGN THE -45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 -55.9 -53.7 -52.1 -50 9- ' '9 49 1�„,-�.4 -4 :7 -47.1 CRITERIA AS OUTLINED HEREIN. 24 ft +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 24 ft +41.7 +40.6 +39.8 +39.2 +38.7389-+38.0 +37.6 +37.4 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND �' EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.3 -50.3 -49.5 -48.8 48.1 -47.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH -46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 -56.8 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.5 -47.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 WALLS AND VERTICAL SURFACES ONLY. -46.4 -45.3 -44.5 -43.9 -43.3 -42.9 -42.5 -42.2 -41.9 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48.3 3•THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.9 =42.5- 42.2. -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND CORjtESPONDING WIND VELOCITY,EXPOSURE,AND OTHER 28 ftZ --28 ft COEFFICIENTS LISTED HEREIN SHALL-BE-DICTATED-AND VERIFIED BY THE GOVERNING +43.1 +42.0 +41.2 +40.5 +40.0 +W.-6z +38_9` +38 6- +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTMENT AND-PERMI OLDER M ARRANTY FOR APPLICABILITY OF TABLE -47.1 -46.0 -45.1 -44.5 -44.0 4 6 2„ 42 9� 4 6 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFERED SHEREIN.� 29 ft r ® /29 ft S.THIS SPECIFICATION IS(Tl,OT'II�TNQED QpOFFER ANY PRODUCE APPROVED +43.4 +42.3 +41.5 +40.8 +40.3 +39 9 9 +39 2,., 8 s +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. REFERLTO ANY-SEP.,QRATEIL �IJjMII'TED TEST CRITERIA AND OTHER -47.4 -46.3 -45.5 -44.8 -44.3 4 9 3.@•� •4g 2 -4:9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DESIG -&nIN$TALLATION"INFORMATION AND APPLICABILITY OF THESE TABLE 30 ft r U,^-„I d . "� 3011 VALUES WHICH IS TO B�VERT,F,IED.BY,.OT %5 N ACCORDANCE WITH GOVERNING CODES. +42.6 +41.8 +41.1 +40.6 +40 2 #39-8 s+,}9.5`. +39,2 `" +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 r �. 6;Fl .ADHERE TO ALL LOCAL IM, OTE'- +43.7 OWN,`Y TEM ORDINANCES. •48.1 -46.9 -46.1 -45.4 -44.9 44 '+`441, 3.8-1 43:5-` -S9.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7•NO CERTIFICATION IS OFFERED FOR�T;)-1E INTEGRITY OF THE HOST STRUCTURE. 8.EXCEPT AS EXPRESSLY PROVI EREIN,NO ADDITIONAL CERTIFICATIONS OR 32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40 3 4 �0?.=+9.7 32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 AFFIRMATIONS ARE INTENDED. ' -49.0 -47.8 -47.0 -46.3 -45.8 -45.3 -44.9 -44.6 -44.3 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft -50.4 -49.2 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9 -45.5 40 ft -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 DIMENSION OR 3FT(II USE ZONE S.IF AT ALL IN QUESTION.CONSULT +46.5 +45.2 +44.4 -+43.7- +43.1 -+42.7 -+42.3- +41,9 -+41.6- -+46:5- +45.2 +44.4 +43.7 -+43.1- +42.7 +42.3 -+41.9 +41.6 AN-ENGINEER FOR AMORE SPECIFIC-INTERPRETATION IF REQUIRED.- MEAN -51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 ROOF EAVE HEIGHT 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 a a ROOF 50 ft -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 50 ft -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 HEIGHT +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 i I, 1 -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 `✓ a ss ft ss ft 5 4 5 � ,Q: - . ++48.4 +2t6 -51.9 5.2 +44.8 +44.5+49.7 4746.7 +46.1 +45.6 +449.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 54.9 -51.3 -50.8 -50.3 -49.9 -49.6 -67.8 65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2ELEVATION n. / ISOMETRIC-536860ft +50.6 +49.3 +4 +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES .. ul O o REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEL=RIS' ICI . ; !o mA D O INIT ISSUE GSS TSB 03/05/12 it< c z coo - m 3 y REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (2014) EXPRE�+�7° o \- WO riz REV 2014 FBC DGM TSB 06/10/15 w ►. I m c _ - ----ASCE 7-10,CHAPTER 30 --- CoaP-TE OFFICE: $ o m 160 SW 12th AVENUE, SUITE 106 > Z DESIGN LOADS FOR COMPONENTS&CLADDING D 1 DEERFIELD BEACH, FL 33442 :,_ i aowzi z MASTER PLAN SHEET P: 954 354-0660 F: 954 354-0443 z," 4 O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, ( ) ( ) ,`S,, O AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 z y. o m WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGEXPRESS.COc ":I W m ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 10 O PERMITTED AND INVALIDATE OUR CERTIFICATION. v °, ENGINEERINGEXPRESS:CO,���_ Florida Building Code Online ilk 1 L.a"n u ,"W" X, Z5, BCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats&Facts ? Publications FBC Staff BCIS Site Map j Links Search j I ^�Uridd vg Product Approval �cf... USER:Public User "� I Product Approval Menu>Product or Application Search>Anolication List>Application Detail FL# FL13540-R4 gal Application Type ype Revision , x. 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. I Comments Archived 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 " r fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 0 � 3 customerserviceagents@jeld-xo en.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors s Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing -neo r" 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 2005 ASTM E330 2002 ASTM E331 2000 Equivalence of Product Standards Certified By Approved Testing Lab FL13540 R4 Equiv JELD-WEN ASTM E1996 Equivalency Le er.pdf http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDquynOPErOHeefVE2FJsURDFOyC%2b9XpvMbLxDS6mbMhg5g%3d%n3d[3/15/2017 9:44:02 AM] Florida Building Code Online i i I +` Product Approval Method Method 1 Option A Date Submitted 10/20/2016 *a � Date Validated 10/23/2016 Date Pending FBC Approval Date Approved 10/30/2016 Summary of Products FL# Model,Number or Name Description ,� 4 - ' 13540.1 Contours Steel, Wood Edge T-2"x 6'-10", Opaque Inswing and Outswing Door 1 Limits of Use Certification Agency Certificate ! Approved for use in HVHZ: No FL13540 R4 C CAC NI010116 R4.[�df o' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ! Impact Resistant:Yes 12/31/2026 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R4 II JW162009 SS 2014-11-11.odf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL13540 R4 AE PER3291 SS 2014-11-11.[Zdf '> Created by Independent Third Party: Yes Contours 5- - ,upacrue Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13-940 R4 C CAC NI010116-R4.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2026 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R4 II JW162009 SS 2014-11-11.pdf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes a, Evaluation Reports FL13540 R4 AE PER3291 SS 2014-11-11.pdf Created by Independent Third Party: Yes 13540.3 1 Contours Steel, Wood Edge 5'-5"x T-11", Opaque Inswing and Outswing Door with Transom and Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 R4 C CAC NI010116,02-R2.pdf :» Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2019 l Design Pressure: +55/-55 Installation Instructions Other: FL13540 R4 II JW162009 SS 2014-11-11.pdf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL13540 R4 AE PER3291 SS 2014-11-11.pdf Created by Independent Third Party: Yes 13540.4 Contours Steel,Wood Edge 5'-5"x 6-10",Opaque Inswing and Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 R4 C CAC NI010116,02-R2.pddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2019 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R4 II JW162009 SS 2014-11-11.pdf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes � Evaluation Reports 1 FL13540 R4 AE PER3291 SS 2014-11-11.pdf Created by Independent Third Party: Yes 13540.5 ;Contours Steel,Wood Edge 4'-3"x 6'-10", Opaque Inswing and Outswing Door with Sidelite http://ivww.floridabuilding.org/pr/pr_app_dtl.aspx?parain�GEVXQwtDquynOPErOHeefVE2FJsURDFOyC%2b9XpvMbLxDS6mbMhg5g%3d%3d[3/15/20179:44:02 AM] Florida BuildingCodeOnline Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 R4 C CAC NI010116.02-R2.pdf j Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2019 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R4 II JW162009 SS 2014-11-11.pdf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FU3540 R4 AE PER3291 SS 2014-11-11.pdf Created by Independent Third Party: Yes 13540.6 Contours Steel, Wood Edge T-2"x T-11", Opaque Inswing and Outswing Door with Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 R4 C CAC NI010116.02-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2019 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R4 II JW162009 SS 2014-11-11.pdf Verified By: Herme's F. Norero, PE 73778 " Created by Indepe,dent Third Party: Yes Evaluation Reports FL13540 R4 AE PER3291 SS 2014-11-11.pdf Created by Independent Third Party: Yes FM I ea� 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 mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here_ Product Approval Accepts: F ` WAN 0M eCt�k �. 444 Credit Card Safe I http://www.floxidabuilding.org/pr/pr_app_dtl.aspx?param�GEVXQwtDquynOPErOHeefVE2FJsURDFOyC%2b9XpvMbLxDS6mbMhg5g%3d%3d[3/15/2017 9:44:02 AM] NATIONAL CERTIFIED TESTING LABORATORIES FIVE LEIGH DRIVE YORK,PENNSYLVANIA 17406 TELEPHONE(717)846-1200 FAX(717)767-4100 www.nctlinc.com i August 19, 2011 JELD-WEN Windows and Doors 3737 Lakeport Blvd. Klamath Falls, OR 97601 Re: ASTM E1996-05 equivalence to the ASTM El 996-06 or ASTM-02 test methods To whom it may concern; This letter is written to state that products successfully tested to the ASTM E1996-05 criteria also meet the testing requirements ASTM E1996-06 or ASTME1996-02 up to Wind Zone 3. Products must meet additional impact requirements to be equivalent to ASTM El996-06. The revision from ASTM E1996-05 to ASTM E1996-05b and subsequent versions introduces the additional Wind Zone 4 impact requirement that differs from previous versions: "5.3.3.6 In Wind Zone 4, impact the integral mullion and other intermediate members such as a meeting rail, check rail, or meeting stile mid-span...". In virtually all methods, criteria and other aspects, the testing requirements of ASTM E1996-05 are equivalent to the comparable elements of the ASTM E1996-06 or ASTM E1996-02 requirements and methods. Therefore, products that have passed the ASTM El 996-05 testing also qualify under the aegis of the ASTM E1996-06 or ASTME1996-02 test methods for Wind Zone 3. Wind;Zone 4 compliance is only met by products as long as the additional shot to intermediate members has been performed. Respectfully, NATION L CERTIFIED TESTING LABORATORIES, INC. V4 E s�,�—� R S(t�•1 �zA 1 'SSIONA Lis i Ray Lamb, P.E. V,`°`� T7 dM C ND Lf' f3 r 3 f SYLv- : . Professionals in The Science of Testing i NAMI NOTICE OF PRODUCT LINE CERTIFICATION tXQ& oy, Certification No.: NI010116-R4 Page 1 Date: 02/11/2010 Revision Date: 10/12/2016 Certification Program: Structural Company: JELD-WEN tif6h"t Code: 1822-1 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 certification status. Please review and advise NAMI if any corrections are required to this document. Company: JELD-WEN 3737 Lakeport Boulevard Klamath Falls, OR 97601 i Product Line: Jeld-Wen's "Energy Saver/Contour" Impact Rated Wood Edge 24 Gauge Steel Side Hinged Doors Test Report: SJW2009-199, SJW2009-199 Addendum (06/09/2014)/SJW2009- 200/SJW2010-001/W-1685/W-1695/W-1788 Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consisted of finger-jointed:! ine wood head and jamb members. The frame jambs were milled and joined to the frame head using a rabbet joint and four(4) 1.6 mm x 11 mm x 51 inm(16 GA x 0.483" x 2") staples per corner. The frame sill was square cut, sealed with a foam gasket and joined at each end to the frame jambs using three (3) 1.6 mm x 11 mm x 51 mm (16 GA x 0.483"x 2") staples through the jamb and one (1)4.2 mm x 51 mm(#8 x 2) flat head screw through the sill per corner. 1.2 Door Leaf Construction: Each door leaf consisted of a 0.71 mm(0.028") thick galvanized steel skin on the interior and exterior surfaces with an internal polystyrene core. The door leaf face sheets were glued to the core and laminated veneer lumber(LVL) stiles and top rail. 1.3 Side-Lite Construction: Each side-lite consisted of a 0.53 mm (0.021") thick galvanized steel skin on the interior and exterior surfaces with an internal polystyrene core. The side-lite leaf face sheets were glued to the core and laminated veneer lumber(LVL) stiles and top rail. National Accreditation&Management Institute,Inc. 4794 George Washington Memorial Highway,Hayes,VA 23072 TEL(804)684-5124 FAX(804)684-5122 i Certification No.: NI010116-114 Page 2 1.4 Glazing(where used) Sidelites- The overall insulating glass unit comprised of two (2) panes of 3.2 mm(0.125")nominal tempered glass. Transom-The overall insulating glass unit was comprised of two(2)panes of 2.2 mm(0.087')nominal annealed glass. 1.5 Mullions: The laminated veneer lumber(LVL)integral mullion was milled at each end and fastened to the head and sill using three (3) 4.2 mm x 64 mm (#8 x 2.5") flat head screws. The combination mullion consisted of finger jointed wood frame head of the OXO SHD joined with finger jointed wood frame sill of the fixed transom.The mullion joint was fastened on the interior and exterior sides using one(1)27 mm x 13 mm x 0.64 mm(1.063" x 0.5"x 25 GA)corrugated nail at approximately 51 mm(2"), 152 mm(6"), 343 mm(13.5"), and 610 mm (24") from each end. Section 2: Registered Suppliers 2.1 Door Lites: ODL 2.2 Astragal: Global 2.3 Sills: Out-Swing-AFCO Model 117TH973 Out-Swing-AFCO Model J-2297 In-Swing-Endura ZAILP56WMF 120 In-Swing-AFCO A-276 (In-swing single door only) 2.4 Hardware: Kwikset Lock Series 400 Kwikset Deadbolt Series 6600 See additional Pages of Certification for Certified Product Line Matrix(s)and Installation Details. If you have any questions regarding this certification,please contact NAMI at(804)684-5124. National Accreditation&Management Institute,Inc. 4794 George Washington Memorial Highway,Hayes,VA 23072 TEL(804)684-5124 FAX(804)684-5122 I NOTICE OF PRODUCT CERTIFICATION pOERTIFI, ' �A�AceR�a�qy'-s¢ Company: JELD-WEN Certification No.: NI010116.01-113 Page 3 3737 Lakeport Boulevard Certification Date: 02/11/2010 x Klamath Falls,OR 97601 Expiration Date: 12/31/2026 Revision Date: 10/12/2016 C �7EDPi_ Product: Series "Energy Saver/Contour"Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o . - Side-Lites or w/or w/o Transom(w/Wood Frame unless noted) Specifications: ASTM E283-04/E330-02/E331-00/AAMA 1304-02/ASTM E1886-05/E1996-05b 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 certification status. Please review and advise NAMI if any corrections are required to this document. Inswing Glazed Design Water Test Missile Test Report Number Configuration or or Maximum Pressure, Pressure Impact Drawing Number& Outswing Opaque Size Pos/Ne s Rated Comments X I/S Opaque 3'2"x 6'10" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Single Wind Zone 4 (06/09/2014)/PER 2947/W-1685/✓-1695/W-1788 Missile Level D Max Panel Size:3'0"x 67' X O/S Opaque 3'2"x 6'9" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJWE/A01 ndum Single Wind Zone 4 (06/09/2014)/PER 2947/W-168788 Missile Level D Max Panel Size:3'0" Anchor Details:JW162009 1 Xy Nr �, ,� Double W nd Zone 7 685/W-1695/W- Missile Level D Max Panel Size:3'0"x 67' Anchor Details:JW1620091-16 /A011271 XX O/S Opaque 67'X 6'9" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Double Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-1695/W-1788 Missile Level D Max Panel Size:3'0"x 67' - Anchor Details:JW162009(I-16)/A011271 National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/.Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: s NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Certification No.: NI010116.02-R4 Page 4 3737 Lakeport Boulevard Certification Date: 02/11/2010 Klamath Falls,OR 97601 Expiration Date: 12/31/2026 Revision Date: 10/12/2016 Product: Series "Energy Saver/Contour"Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o - Side-Lites or w/or w/o Transom(w/Wood Frame unless noted) Specifications: ASTM E283-04/E330-02/E331-00/AAMA 1304-02/ASTM E1886-05/E1996-05b 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 certification status. Please review and advise NAMI if any corrections are required to this document. Inswing Glazed Design Water Test Missile Test Report Number Configuration or or Maximum Pressure Pressure Impact Drawing Number& Outswin Opaque Size Pos/Ne s Rated Comments OX/XO I/S or Door-Opaque 4'3"x 6'10" +55/-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Single w/Sidelite O/S Sidelite-Glazed Wind Zone 4 Sidelite-No (06/09/2014)/PER 2947/W-1685/W-1695/W-1788 Missile Level D Max Panel Size:3'0"x 67" Sidelite DLO:7"x 63"Glazing:IG-1/8"Tempered Glass Anchor Details:J W 162009(1-16)/A011271 OXO I/S or Door-Opaque 5'5"x 6'l 0" +55/-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-1695/W-1788 Single w/Sidelites O/S Sidelite-Glazed Missile Level D Sidelite-No Max Panel Size:3'0"x 67" Sidelite DLO:7"x 63"Glazing:IG-1/8"Tempered Glass Anchor Details:JW1620091-16 /A011271 O/X I/S or Door-Opaque 3'2"x 7'11 +55/-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-1695/W-1788 Single w/Transom O/S Sidelite-Glazed Missile Level D Sidelite-No Max Panel Size:3'0"x 67" Sidelite DLO:7"x 63"Glazing:IG-1/8"Tempered Glass Anchor Details:J W 162009(1-16)/AO 11271 - O/OXO I/S or _ =Door-Opaque-_ 5'5"x 7'1-1"- - +55/-55 psf-_ — 0.0 psf -Door-Yes _-SJW2009-200/SJW2009_199/SJW2009-199 Addendum- Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-1695/W-1788 Single w/Sidelites O/S Sidelite-Glazed Missile Level D Sidelite-No Max Panel Size:3'0"x 67" &Transom Transom-Glazed Transom-No Sidelite DLO:7"x 63"Glazing:IG-L'8"Tempered Glass Anchor Details:JW 162009(1-16)/AO 11271 National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: JFLDIUN@ 74"MAX.OVERALL FRAME WIDTH CONTOURS STEEL DOOR,WOOD EDGE 72 1/4"MAX.PANEL WIDTH TABLE OF CONTENTS 6.0 X 6-8(XX)&5-4 X B-0(0!0X0) 36 3/8"WITH SHT# DESCRIPTION p INSWING/OUTSWING ASTRAGAL 1 INSWING ELEVATIONS&GENERAL NOTES 24 GA.STEEL IMPACT DOOR SYSTEM 2 INSWING ELEVATIONS O 0) 3 INSWING ELEVATIONS&BILL OF MATERIAL GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS m 0 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND / 5 INSWING INSWING VERTICAL RI ONTCROSS SECTIONS SECTIONS DO �T FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS (j fY J Lf) BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. / \ 7 INSWING HORIZONTAL CROSS SECTIONS Z 0 ¢M SINGLE AND DOUBLE DOOR SYSTEMS PASS WINOZONE(WD)4 RATING. DOOR SYSTEMS = 26 8 OUTSWING ELEVATIONS 0- tL N HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. O F 9 OUTSWING VERTICAL CROSS SECTIONS Z Y =Co NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. Lu 25 10 OUTSWING VERTICAL CROSS SECTIONS w Q F r 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER O 11 OUTSWING HORIZONTAL CROSS SECTIONS J Q .t J \ w LOADS TO THE STRUCTURE. _ / x 12 OUTSWING HORIZONTAL CROSS SECTIONS n to 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR LU n O W 13 ANCHORING LOCATIONS I j n 2 >-• 6 6" 6 z 14 ANCHORING LOCATIONS Y EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O 4. FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. CL a 15 ANCHORING LOCATIONS&DETAILS 5. SCALE BASED ON 11x17 SHEET SIZE. NO E 2 \ / NOTE 2 16 UNIT COMPONENTS 6. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. CID 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES AND TRANSOMS. m / w 8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION \ / o REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN w 0 w INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH o xF- as LENGTH/OH HEIGHT IS 1.0. INACTIVE ACTIVE 06¢ z �:mv Ow ASTRAGAL A B o Ix( a o DOOR LEAF CONSTRUCTION: NOTE 2 0 It z J J FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT(XX) as N w THE CORE AND SUBSTRATE WITH LMC ADHESIVE. I.(INSWING IMPACT) w x 0 z 0) m z CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND m wLu DENSITY EXPANDED POLYSTYRENE(EPS). 22 U)z y z 70- PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 0 < 24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA TABLE 1 o IO Z 0 SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0" a 0 a LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688"X 1.203"BOTTOM RAIL DESIGN PRESSURE RATING CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MIN)STEEL.THE LOCK BLOCK IS 1.688"X 3 1/8"X 12"FINGER JOINTED PINE. DESIGN PRESSURE RATING: tgn g m SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, w INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZINGSINGLE DOOR WITH&WITHOUT DOUBLE DOOR z O CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. ¢z z SIDELITE(S)AND/OR TRANSOM W/O SIDLITE OR TRANSOM x a 0 FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. 0 x P THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUMPOSITIVE +55 +55 w0 a, INSWING o w w z CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NFrATIVF 0000 0 O ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM 0 _ FRAME-CORNERS ARE-COPED,-BUTTED,-SEiALED USING-SILICONE AND FASTENED USING-- - - --- — -- POSITIVE=- - -- +55 +55 w o p THREE 16 GA.7116"X 2"LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. OUTSWING INSWING SYSTEMS HAVE A#BX2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED NEGATIVE 55 55 N FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, v SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7/16"X 2"LONG STAPLES JOINTS,SILICONE SEALANT AND FOUR 16GA X 7116"X 2"LONG CROWN NOTES: No Q AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS 1- ALL VIEWS FROM INTERIOR. N❑ ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7/16"HOLE DRILLED AT THE CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CONSTRUCT`Y(�(3I I fill//1, ill/ 0"- RECEIVER PLUG ICENTER OF THE S LL INSERTED THRESHOTO RECEIVE THE BLD AND FILLED IOTTOM ASTRAGA BOLT.OUTSWING TH DOW 1199 SILICONE. A PLASTIC OF THE TWO FRAMES.1"X 1/2"CORRUGATED NAILS ARE USED ON THE `�55�\ES F, O���i�i o m¢0 UNITS WITH AN INACTIVE PANEL,TAKE A 112"HOLE AT THE CENTER OF THE SILL ANDA EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2" C� z SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A Igitall signed b Hermes F.Norero,RE \ v,P DATE: 12/31/09 METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE THE WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH Y g Y r O BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2"HOLE AT THE eason:l am approving this document 7, SCALE: 1/2"=1' CENTER OF THE HEAD ANDA METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2 112" OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD ate:2014.11.11 10:04:34-05'00' =* *_� IN PLACE WITH 16GA X 7/16"X 2"STAPLES. _ owc.BYG.LUBBECKE SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT T T CHK.13Y: S.FREY THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8" ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE �i OT �� DRAWING NO.: .� F we.�.de•- TRANSOM FRAME CONSTRUCTION:FRAME HEADS;SILLS AND JAMBS"ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS � °01n9oB \S �� JW162009- LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7/16"AIR GAP. FBPE Cne^r(6fAiI16Ii1�tiDn�No.29518 SHEET I OF 16 64 1/2"MAX 2 OVERALL WIDTH 64 1/2"MAX O.V.A WIDTH J 51"MAX cli 058 1/2"MAX.D.L.O. 35 3/4"MAX OVERALL WIDTH I. PANEL WIDTH ]ell 0 N (� p 7 NOT 26 f \ \ .f 26,` ` cn \\ m O J O26 6 \ 25 \ A 25 \ CC H J x x 7 p w x = Z O Q m (9 T C525\ _ _ 6 �\ H '_ i \ 6 J Z Y 2 o°Do x 7 p Q w x C' 6 �m w w 0 C; JQT $§G w o ¢a NOTE 2 p p 0 a NOTE 2 p NOTE 2 X M QLO o om / NOTE <o / ¢ w M J2 NOTE 2 B p 6 m O g m v Y d m D / NOTE 2 7"MAX. � � AX. / MULL POST � w D.L.O. D.L.O. o i / / Wow 7"MAX. _ rn +I 7 � o0� D.L.O. MULL POST O o CO 3°� o Q 12"MAX. A N 4 N 2 NOTE 2 NOTE 2 o x(, 4 4 PANEL WIDTH 5 5 UNIT(OXO) TYP. 12"MAX. NO E 2 0 3 w A B (INSWING I CT DOO ITH PANEL WIDTH 35 3/4"MAX w > O 5 NOTE 2 4 4 PANEL WIDTH w x z 12"MAX. NON-IMPAC ITES) NOTE 2 PANEL WIDTH 35 3/4"MAX TYP 37 1/2" O.V.A. DUAL UNIT(OX) =�z w z PANEL WIDTH F E WIDTH (INSWING IMPACT DOOR WITH p m§ a MULL POST NON-IMPACT SIDELITE) E- , o oz 0 0 — ¢ a U a TRI UNIT(O/OXO) (INSWING IMPACT DOOR WITH NON-IMPACT SIDELITES&TRANSOM) U g m Lu 26 �_ c� �- w O w 26. \` O wOa x ow—z 0QO Lu >b _ odoWN - — -a- 7- p p -g 0 =a7 6 m NOTE 2 NOTE 2 =!t w / NOTES: 1- ALL VIEWS FROM INTERIOR. o c�i o / 2-MASONRY AND CONCRETE CONSTR � F. O ��� m¢z _t �. 1 p0 DnrE: 12/31/09 A B NOTE 2 * 7 SCALE1/2'=1' L Dwc.SPi.LUBBECKE 35 3/4"MAX. T T I I . S.FREY PANEL WIDTH^ ` -0 1,1 •�_�0 077 DRAWING "um"9DroCY ��-------JW1620 ----- - - - - - - SINGLE UNIT(X) // �S9 � (INSWING IMPACT) FSPECe29578 SHEET 2 OF 16 Item DESCRIPTION Material 37 RA MAX O.V.A. 1 HINGE JAMB 1 1/4"X 4-9116"FINGERJOINTED PINE PINE ' FRAME WIDTH 2 HEAD JAMB 1 1/4"X 4-9116"FINGERJOINTED PINE PINE N p 3 LATCH JAMB 1-1/4"X 4-9/16"FINGERJOINTED PINE PINE r 31 1/2"MAX.D.L.O. 4 SIDELITE JAMB 1-114"X 4-9116"FINGERJOINTED PINE PINE 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 1/2"MIN.EMBEDMENT STEEL p D `V 6 4"X 4"BUTT HINGE 12GA. .089"MIN STEEL n NOTE 2 " 7 #9 X 3/4"PHILLIPS FLATHEAD WOOD SCREW STEEL p 6 #10 X 1 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL J cc 9 3/16"ITW BUILDEX TAPCON WITH 1 1/4"MIN.EMBEDMENT STEEL ED \ 10 COMPRESSION WEATHERSTRIP FOAM F- (n = Lo 11 INSWING THRESHOLD ENDURA MODEL LZAILP56WMF120 6063-T5/COMP. ALUMINUM Z rr 0 J m \ c7 12 #8 X 21/2"PHILLIPS FLAT HEAD WOOD SCREW STEEL — 0 <N 26 w 13 EXTRUDED ASTRAGAL GLOBAL 6063-T6 AL ALUMINUM Z LU =m 14 NOT USED LU J Q—Zr = 15 SIDELITE SEAT Z60 SERIES ENDURA VINYL (9 25 \. 9-- p n 2 Lo w w o 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL _I M Q \ O 0D 17 BOTTOM RAIL 25GA. 0.018" GALVANIZED STEEL STEEL 7) m Y 4. Lu HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL a7 6 g 19 TCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL x / v 20 LO LOCK 1-11116"X 3-1/8"X 12 FINGERJOINTED PINE TREATED PINE-400 6 21 ODL LIP- FRAME P IC W r w m NOTE 2 / NOTE 2 rn 22 1"O.V.A.INS TED TEMPERED GLASS LASS 0 OLux n 23 16 Ga.7/16"CRO 2"LONG STAPLES STEEL O 0 Tn OO¢ z� 24 CORRUGATED NAIL 1/ 1-1116"25 GA. STEEL (9 0 / 25 KWIKSET LOCK SERIES 40 STEEL N 26 KWIKSET DEADBOLT SERIES 6 STEEL U' Z w F 27 98 X 2"PHILLIPS FLATHEAD WOODS W STEEL w C D cn 28 2X WOOD BUCK GRADE 2 SOUTHE LLO INE WOOD w 5V c7 4 NOTE 2 29 NON-COMPRESSION SHIM WOOD x:D m z 0 35 3/4"MAX. 30 EXPANDED POLYSTYRENE(1.0 TO 1.25 pjoINfNSITsUFG BY JELD-WEN FOAM 6 z w z m PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIA GA GALVANIZ FIBERGLASS Z)o- A-525 COMMERCIAL QUALITY O. MIN.THICK.) O o SINGLE UNIT(OIX) 32 INSWING VINYL DOOR BO SWEEP VINYLo O (INSWING IMPACT DOOR WITH 33 CORNER PADS 2",1-01,0ED AT THE BOTTOM OF EACH JAMB LEG FOAM a U a NON-IMPACT TRANSOM) SETTING ON TOP HE SILL,BEHIND THE WEATHERSTRIP J j- 34 OUTSWING ESHOLD AFCO MODEL 117TH973 6063-T5/COMPOSITE INUM m m 35 MULL T EDGE GLUED FINGERJOINTED PINE PI 36 3/ OUNDED SCOTIA PLASTIC ¢zz 3 'SILICONE BEAD DOW 1199 SILICONE U=O 8 JAMB,1-11411 X 4-1/2"FINGERJOINTED PINE LVL w 0 a_w 39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM p op W- 40 ASTRAGAL BOLT 0.313 DIA. STEEL 0 UOU w D - -41``OPTIONACIXWOOD-BUCK--GRADE 2 SOUTHERN YELLOW PINE WOOD w w 42 11/16 O.V.A.INSULATED 1/8"ANNEALED GLASS GLASS H--N 43 1"STEEL BRAD STEEL 44 ALUMINUM GLAZING SPACER AL./SEALENT w 45 GLAZING CLIP CELLULAR PVC NOTES: 46 SASH 1- ALL VIEWS FROM INTERIOR. o N 47 STRIKE PLATE GLOBAL CELLSTEE PV 2-MASONRY AND CONCRETE CONS;RIt�� ���1 /.1'i m¢z 48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY STEEL 49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTIC s� DATE: 12!31109 78/ SCALE: 1/2"=V G'elG•LUBBECKE • p, CHK S '%OT 11e eL ,'Pk.•�`\ a DRAWING NO..•F "9�bp W1 �� J62009 2E' FL�1p SHEET 3 OF 16 FBPE Cert. AZ ..29578 1 1"MIN m 1"MIN. NOTE 1 1" 1"MIN 1"MIN. 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S.FREY 1"MIN �- 1"MIN. - 1"MIN O( VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. B VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. ♦♦i1E1'y mgam �3�3 �� JW16200 5 WOOD FRAME INSTALLATION 5 MASONRY AND CONCRETE INSTALLATION FSPE C...�FAd�61,5 Ngo z9578 =El__ _ 16 1/4"MAX. 25 SHIM THK7 1 1/2" 13 10 1 1/4" SEE DETAIL A 1 MIN.EMB. 19 19 31 30 SEE NOTE MIN.EMB. SHEET SEEN 327 --1 1/4"MAX.SHIM 1"MIN. > CC THK SEE DETAIL A I 31 m -\\ co 4SHEET 15 1"MIN. w 18 10 N. z o -J co MINO z CL < 30 31 20 5 LL C\j 00 INTERIOR 18 10 w w LLJ In w Y m co F- 0 INACTIVE 1"MINZ INTERIOR O -i< 30 < 7 6 29 8 m W 1"MIN 41 SEE NOTE 4 < HORIZONTAL CROSS SECTION HORIZONTAL SS SECTIO W rA I I'C -, M Y rL VIEW AT ASTRAGAL INTERIOR :�—g \,�6 VIEW AT DOOR LATCH/SID MR I- (WOOD INSTALL) — B S SECTION "MAX . 1 1/2" SHIM THK VIEW AT DOOR HINGE/SIDE JAMB SHIM THK.— (MASONRY AND CONCRETE INSTALL) 1 1/2" SEE DETAIL A w U) MIN 4 SHEET 15 0 EMB. 0 � 0 SEE DETAIL A MIN.E W-w 0 w U SHEET 15 MIN.EMB.— 000 Xw SH 1 1/4" 1 8 41 SEE NOTE 4 37 1"MIN. 21 1/4"MAX 22 0 THK* 18 0� 10 18 DETAIL A o 0'T(D XU T- kE z " 1MIN. I z 01"MIN 5 EET15 z z w 1"MIN. Lu w X~ w X P :D U) U) O \@ E w 10 SEE NOTE 2 f.9 0 INTERIOR z2: < a c)�f t6&5 c� z w ME INTERIOR zl LN SEE NOTE4@429 T Z-1 SEE 41 2 29 3 4 HORIZONTAL CROSS SECTION (D MIN NOTE 4 KF"\ HORIZONTAL CROSS SECTION o (n VIEW AT DOOR HINGE/SIDE JAMB 8 9 30 6 VIEW AT FIXED PANEUSIDE JAMB INTERIOR (WOOD INSTALL) (WOOD INSTALL) 7 NOTES 6 1/4"MAX. 1 1/4" 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 ----m-- 1 1/4" HORdO'NTAL CROSS SECTION SHIM THK— MIN.EMB. &15. (9 w MIN.EMB. 6 W AT DOOR HINGE/SIDE JAMB. 2.SPACING FOR ITEM#12 FROM TOP DOWN: z(9 —1/4-MAX.SHIM THK SEE DETAIL A <�z (MASONRY AND CONCRETE INSTALL) 6",28-1i",50-j",73-j". m:0 SHEET 15 4 29 SEE DETAIL A 3.ASTRAGAL SCREW SPACING FOR ITEM#27 W EL c/) 0 W jR Z 4 SHEET 15 114"MAX.SHIM THK� FROM TOP DOWN:?',3-?',20".24-a-,54-j",59" 0 0 L)C) 4 3 SEE 4 1 112" 21 0 31 37 8 78 0 0 DETAIL A 11N.EMB. - - 0()w - 31 3021-- —SHEET.15- 22 18 --- MAYBE UTILIZED-AS-AN OPTION- 22 MIN.ANCHOR EMBEDMENT 18 -..-A.I.0%N 21 30 31 3�7 z DEPTH,INT ASONRY,CONCRETE,OR W 22 WOOD,IS MAIN ED. z (j 9 5.TAPCON(ITEM#9) HOR SPACING SAME ZINTE I AS WOOD ANCHOR(IT 5)SPACING. o q A 6.OPTIONALLY,ANCHOR CA ftLACQ,IN NARROW SECTION OF INTERIOR a SE2�@4 (L E 28 41 36 43 \@SEE NOTE 2 SEE NOTE 2 12 SEE NOTE 4 x -TE: 12/31/09 9 S OTE 4 3" HORIZONTAL CROSS SECTION SCALE: INTERIOR 36 43 29 28 41 SEE NOTE 4 K I z 7A/ VIEW AT FIXED PANEUSIDE JAMB G5 BBECKE W 'LU Y (MASONRY AND CONCRETE INSTALL) • W INK S FIRE G HORIZONTAL CROSS SECTION ' o * L I�HORIZONTAL CROSS SECTION -, X�1*00 -_6 -VIEW AT FIXED PANEUSIDE JAMB -0 ;�'& JW 00 -i�q D 162 (MASONRY AND CONCRETE INSTALL) VIEW-AT-FIXEORANEL�SIDE-jAms Wid (WOOD INSTALL) B.. BSHEET' 6 FBPE C. Na.N..29578 1/4"MAX 35 35 1 1/2"MI —SHIM THK.TYP. 25 N. 10 EMB.TYP. 38 SEE DETAIL A 38 37 31 30 21 0364 19 y SHEET 15 30 31 18 19 22 46 44 42 46 rnINTERIOR 5 5 U12 SE TE 2 S27 20 INTERIOR _ _ Z O Q M U (LLU LL N 6 LLur 41 2829 HORIZONTAL CROSS SECTION SEE 36 43 45 37 29 8 41 Q ~ 7 VIEW AT HINGED PANEL/SIDE LITE AT M ON B HORIZONTAL CROSS SECTION NOTE 4 SEE NOTE 4 J Q`t 7 VIEW AT FIXED PANEUDOOR LATCH AT MULLION n p :E Lo C H ZONTAL CROSS SECTION W M Y 7 EW AT FIXED TRANSOM 1/4"MAX (WOOD INSTALL) 1 1/4"MIN. SHIM THK.TYP. w z EMB .TYP. NOT Oo 0 38 SEE DETAIL 38 &SANCHOR SPACING,SEE SHEETS 13,14 w O O w w SHEET 15 O 2.SPACING FOR ITEM#12 FROM TOP DOWN: 0 (o 0m 6",28-".50-",73-". 3 C¢7 4 42 3.ASTRAGAL SCREW SPACING FOR ITEM#27 ce6 A z FROM TOP DOWN:'4",3-}",20",24-1", OX 54-�',59" z a > a • ( 75-1- &78-1". of o 3 z 4.1X BUCK MAY BE UTILIZED AS AN OPTION W^I�- O z AS LONG AS MIN.ANCHOR EMBEDMENT _o m N DEPTH,INTO MASONRY,CONCRETE,OR c7 w p WOOD,IS MAINTAINED. woz N x 36 43 5.TAPCON(ITEM#9)ANCHOR SPACING SAME O co ir z 29 37 29 AS WOOD ANCHOR(ITEM#5)SPACING. o z z ° § SEE 41 28 INTERIOR 28 41 SEE 6.OPTIONALLY,ANCHOR CAN BE PLACED IN a 00 z 9 NOTE 4 NOTE 4 NARROW SECTION OF HEAD OR JAMB. D HORIZONTAL CROSS SECTION 2:5}7 VIEW AT FIXED TRANSOM U) m (MASONRY AND CONCRETE INSTALL) 1"MIN.— w 1"MIN. — 1"MIN z w 5 =Q0 1 1/4" 1/4"MAX. SEE DETAILA 1 1/2 I O p rn 1/4"MAX. N.EMB. w 0. SHIM THK. SHEET 15 I SHIM THK. MI MB. 1 1l4"MIN.EMB. w w K z I 0000 1 1/2" y SEE DETAIL A 8 U O co F) MIN..EMB. 3 .0ow SHEET-15 31 w o w 3 20 T 114"MAX N 20 31 � 10 19 25 SHIM THK. 9 1 2 3 4 10 19 25 SEE DETAIL A f. Q SHEET I5 1 w w ti�l- co zF ? OPTIONAL MASONRY AND CONCR INSTALLATION C4 o Q cj F z_ _z �z FOR HEADERS AND JAMBS o Z= ..: "-w %�//// ': .. 0 j/ g w 9 d co .///%j//j SEE NOTE 5&6,THIS PAGE mtz i / :.`}'::..;",:".,-=.' 2 DATE: 12131/09 48 29 30 INTERIOR * •, _': *r SCALE: 'J"=1' 50 2 30 INTERIOR _ G.BG.LUBBECKE SEE NOTE 4 41 29 SEE NOTE 4 28 41 '',� QoT T :" cNk. S.FREY E HORIZONTAL CROSS SECTION F HORIZONTAL CROSS SECTION e�`� E'�= �_ DRAW NG N . 7 VIEW AT DOOR LATCH/SIDE JAMB 7 VIEW AT DOOR LATCH/SIDE JAMBo0tllneD°'C�� JW16200 (WOOD INSTALL) (MASONRY AND CONCRETE INSTALL) � FSPE C li�q.W ALl ftl�3ia.29518� SHEET 7 of 16 11A Na 74"MAX.OVERALL FRAME WIDTH N X O 64 1/2"MAX 64 1/2"MAX O.V.A WIDTH ¢ OVERALL WIDTH 72 114"MAX.PANEL WIDTH ^ o 35 314"MAX 56 1/2"MAX.D.L.O. 36 3/6"WITH� I I^PANEL WIDTH�I � ASTRAGAL p D N o rn m O 26 -� F- _ w 25` _ Z o Q M Ll, x 1 p o 26 Z W LL 00 O J 0 Wco W J 25. a x 1 H 25 Jci < Q 0^ Da- w G �m = 1 p J p r �Lo wm z 1 m C7 O J ^ J2 om p A p p 1 g a NOTE2 p p Q" _ � 11 H >� m Y0 m x 6 / NOTE 2 x J a NOTE2 / NOTE 2^ M z 11 B \ / ^ a m NOTE2 p ML NOTE2 N o \ / 7"MAX• UL m POST / 01 W ^ 7"MAX. / W'MILL w INACTIVE ACTIVE D.L.O. 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N / C 1 VERTICAL CROSS SECTION SIDELITE TYP. 1p MASON ND CONCRETE INSTALLATION 30 37 30 w 10 WOOD FRAME INSTALLATION w Z 37 34 39 31 N o Q 39 NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS %J1111111, o LONG AS MUM ANCHOR 28 41 I� DEPTH, TOIMASONRY,CONCRETE,OR \\�`� m Q U Z WOOD IS MAINTAINED. . ` ...w O ''�� Z SEE NOTE 1 rm 9 °' ° ° :�� A DATE: 12/31/09 4 SCALE: 5MIN E6.LUBBECKE 1" �- 1"MIN. 1"MIN ?� T, 9Q 4 CHK S.FREY 1" IN O< K �vE. DRAWING VERTICAL CROSS SECTION SIDELITE(TRANSOM TYP. B VERTICAL CROSS SECTION SIDELITE(TRANSOM TYP. ®nam9 DBouaJ -- JW16200 10 WOOD FRAME INSTALLATION 10 MASONRY AND CONCRETE INSTALLATION roY}$ �FlKxiee1 SHEET(p of 16 00 FSPE Celt fALN�bErn No.29578 1/4"MAX. SHIM THK.~ 1 1/2" 13 10 25 1 1/4" SEE D4EE MIN.EMB. o 1g MIN.EMB. S (D 1g 31 30 SEE NOTE 4 28 41 + I` SEE NOTE 3 27 1/4 j "MAX.SHIM THK. { 1"MIN. J D= SEE DETAIL A 31 } 0p o SHEET 15� cl 1"MIN. w F 1MIN. 1"MINIz_ O Q co EXTERIOR18w z W I'1'oND 10 + W Y 2 00 1"MINI EXQINACTIVE ACTIVE 9 30 t Lo l"MINg q1 SEE NOTE 4 M Q A HORIZONTAL CROSS SECTION p C HORIZONTAL CROSS SECTION M Y d 11 VIEW AT ASTRAGAL EXTERIOR 30 7 29 g 11 VIEW AT DOOR LATCH/SIDE JAMB 6 (WOOD INSTALL) —1/4"MAX. � HORIZONTAL CROSS SECTION 114"MAX SHIM THK.— 11 VIEW AT DOOR HINGE/SIDE JAMB 1 112" SHIM THK. SEE DETAIL A w (MASONRY AND CONCRETE INSTALL) 1 MIN.EMB1/2" C7 ~ 4 SHEET 15 1 SEE DETAIL A MIN.EMB. w l-w SHEET 15 ow L MIN.EMB. 00 x F- 1"MIN. 28 41 SEE NOTE 4 37 31 30 21 O p Q H 114"MAX. 16 2 °N Ont O 31 SHIM THK. w 10 18 SEE DETAIL A z o l z 0 o 01"MIN 5 1"MIN. a SHEETI5 3 w + 1"MIN. 1 5 w X Z n PXO m O O 10 18 31 \ 12 SEE NOTE 2 C7 N U)U cc _z D SEE NOTE4 28 41 B 29 6 7 30 z1"MIN 9 SEE 41 28 29 36 43 EXTERIOR 0 00,6, c O EXTERIOR w 4 ;'`; D F- z O �� 1"MIN NOTE 4 /_ 1 HORIZONTAL CROSS SECTION "` / F 1 HORIZONTAL CROSS SECTION - ~ 11 VIEW HORIZONTAL DOOR LATCROSS ECTIDE JAMB 11 VIEW AT FIXED PANEUSIDE JAMB E 00 a (WOOD INSTALL) 8 29 O 7 30 EXTERIOR (WOOD INSTALL) 6 NOTES g CO 1/4"MAX. 1 1/4" 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 w 1 114" E HORIZONTAL CROSS SECTION SHIM THK— — MIN.EMB. &15. O w MIN.EMB. 114"MAX.SHIM THK. 11 VIEW AT DOOR LATCH/SIDE JAMB 2.SPACING FOR ITEM#12 FROM TOP DOWN: =z z0 (MASONRY AND CONCRETE INSTALL) SEE DETAIL A 29 _ SHEET 15 z 6',28 g',50-�,73-}'. U U f- 29 SEE DETAIL A 4 w a z 3.ASTRAGAL SCREW SPACING FOR ITEM#27 0 w-z 1!4"MAX.SHIM THK— 0000 z SHEET 15 1 1/2" FROM TOP DOWN:g',3- ,20";24-�q";54-}",59" p j 3 SEE DETAIL A �- - - -- 4 MIN.EMB. - 37 - - .- 75 & � _ �w =- --- - - =- - - -SHEET-95— --` --= --I-- --21_30 31 - - - _ _ 78=g',- - — w o 0 31 30 21 22 L 22 18 4.1X BUCK MAY BE UTILIZED AS AN OPTION =o � Q 18 21 30 31 37 z AS LONG AS MIN.ANCHOR EMBEDMENT `� z z 22 g z DEPTH,INTO MASONRY,CONCRETE,OR z g 18 g WOOD,IS MAINTAINED. w q Z 9 5.TAPCON(ITEM#9)ANCHOR SPACING SAME C4 o 5 EXTERIOR AS WOOD ANCHOR(ITEM#5 ACING. c 0 4 1 6.OPTIONALLY,ANCHOR I�N1� AWA 46 IN EXTERIOR ` NARROW SECTION !� m¢z 2841 36 43 SEE NOTE 2 12 36 43 28 41 12 SEE NOTE 2 SEE NOTE 2 12 =� Ap DATE: 12/31/09 9 SEE NOTE 4 SEE NOTE 4 EXTERIOR 36 43 29 28 41 SEE NOTE 4 r HORIZONTAL CROSS SECTION 7 SCALE: 3"=1' 11 VIEW AT FIXED PANEL/SIDE JAMB =* *= DWG.BG.LUBBECKE �� (MASONRY AND CONCRETE INSTALL) -10 T T rG \ HORIZONTAL CROSS SECTION ,41jI� cHK.BY::::: S.FREY 11 VIEW AT FIXED PANEUSIDE JAMB_ H HORIZONTAL CROSS SECTION ��T jpE'��W`�� DRAWING NO.: - -(MASONRY AND CONCRETE INSTALL) 11 VIOD INSTAL PANEUSIDE JAMB - �pa9 ESL Rf L s� JW162009 ��yy{{BIM F'I SHEET OF 16 FBPE CeFL�d A14411`b"No.29578 35 1/4"MAX 35 25 SHIM THK.TYP. 1 1/2"MIN; 10 37 2137 10 EMB.TYP. 38 SEE DETAIL A ?38 31 30 30 31 18 19 22 22 21 T30 T31 18 19 30 31 46 44 42 46 m /j/////j/ Z a F- m O F-- H CQ r :7. .. _ — 0 SEE NOTE 2 12 5 J� 8 36 43 12 SEE NOTE 2 36 43 27 20 EXTERIOR 5 Z O Q of EXTERIOR + / LL 6 A LU co LU Do HORIZONTAL CROSS SECTION B SEE 41 28 29 36 43 45 37 29 8 41 Q F' 12 VIEW AT HINGED PANEL/SIDE LITE AND MULLION HORIZONTAL CROSS SECTION NOTE 4 SEE NOTE 4 r- Q Lnn 12 VIEW AT FIXED PANEUDOOR LATCH AT MULLION 1 HORIZONTAL CROSS SECTION W n J= 12 VIEW AT FIXED TRANSOM m Y MIN. 114 MAX (WOOD INSTALL) 1 1/4" EMB.MIN.TYP ' SHIM THK.TYP. 1/4"MAX. w r SHIM THK. Z 36 SEE DETAIL A (� 1 1!2" SEE DETAIL A NOTES W w J SHEET 15 !j MIN.EMB. SHEET 15 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 p 0 Lu 3 &15. 2.SPACING FOR ITEM#12 FROM TOP DOWN: 0 O Q 44 42 ° 10 19 25 20 31 6" 28-g�",50-j",73 ". v O z • 3.ASTRAGAL SCREW SPACING FOR ITEM#27 O x �0 FROM OP WN �'" 3-'q' 254-l',' 9 p z =W " z 75-B&78M D0W!� Y Z rn z ol T 4.1X BUCK MAY BE UTILIZED AS AN OPTION 5 w x m Z' � uj 5 1 /j /jj g'_ ;`.:<',,.': AS LONG AS MIN.ANCHOR EMBEDMENT O DEPTH,INTO MASONRY,CONCRETE,OR �� vW, 0 n i 36 43 7 /':' . ;'.r,. .,::'. ..',.::... w xz p WOOD,IS MAINTAINED. p o ¢ O 29 45 37 29 50 2 30 EXTERIOR 5.TAPCON(ITEM#9)ANCHOR SPACING SAME m 0 " z 28 41 SEE SEE NOTE 4 28 41 29 AS WOOD ANCHOR ITEM#5 SPACING. 9 SEE 41 28 EXTERIOR ( ) 0°0 O - a NOTE 4 NOTE 4 9 6.OPTIONALLY,ANCHOR CAN BE PLACED IN o a D HORIZONTAL CROSS SECTION L_� 1 HORIZONTAL CROSS SECTION NARROW SECTION OF HEAD OR JAMB. 12 VIEW AT FIXED TRANSOM 12 VIEW AT DOOR LATCH/SIDE JAMB 'm (MASONRY AND CONCRETE INSTALL) (WOOD INSTALL) 1"MIN. W 1°MIN. - 1"MIN z 5 2a0 1 1/4" 1/4"MAX. SEE DETAIL A 1 1/2" w U a MIN.EMB. I - SHIM THK. cn SHEET 15 MIN.EMB. 1 1/a"MIN.EMe. p w z -- - - - - - - - - - - L)pu)0 Z -:3 - — 31 - - - - - — is - wo�W 9 8 10 19 2 20 ---MIN 112"GLASS BITE va"MAx 9 1 2 3 4 N SHIM THK. / V118-TE "TEMPERED SEE DETAIL A J w p SHEET 15 10 qzo Z OPTIONAL MASONRY AND CONCRETE INSTALLATION�0 wdjjj/// 1314" 314"AIRSPACE FOR HEADERS AND JAMBSw /% SEE NOTE 5&6,THIS PAGE �� A : DATE: 12/31/09 48 2 30 MPERED oz �;' O 29 EXTERIOR INTERIOR 7 SCALE: 3"=1' SEE NOTE, 28 41 GLAZING DETAIL A a T T owc.Bs.LUBBECKE SCALE:6"=1'-0" : lu CHK.Bv: S.FREY F HORIZONTAL CROSS SECTION T DRAWING NO.: 12 VIEW AT DOOR LATCH/SIDE JAMB -- - - —— --- �� '� e D:^ JW162009 1����'-�JW - (MASONRY AND CONCRETE INSTALL) �f a@ �3vgf�� FSPE C N,.29578 SHEET 12 OF 16 69 1/2" 39 314" 7 112" SEE DETAIL E SHT.15 (BOTH JAMBS) 81 3/4"MAX FRAME HEIGHT(INSWING)— 80 1/2"MAX FRAME HEIGHT(OUTSWING) 5" 5"TYP. I 1 I I I m z - —� m �c) m m ZO p _— D --.G)z U)m �P r:O > N "ZD — cz Zz — Xc W rn co _ r m -- v I I 1 f J ZOC [-YP. MAX.O.C.TYP. Arn -iim m �m � D D � r p � 14" ' V 1 .—� �3"TYP. 39 318" C r m SEE DETAIL G m SHT 15 m ``ttyuuurh�i 95 4"(INSWING) 94 1/ (OUTSWING) II IIl I --I 1c+u IIt� f I 13 1f2" 5"TP. 3'TYP. 3 TYP 0_zc Om z0� C _ zz mz u �pOtp zO O 693!8"O YI A 1 z co 5!8" U) 'LRcbi � m 7 3f8" x m m m m m to _0 1 i c p° r D D � iv ` p Cr] SEE DETAIL E = r o� �m-, �' i SHT.15 m i ff, * z PRODUCT: m CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN,INC. 6-ox6-6(XX)s 5-x6-8(OlOXO) 18 N' N N INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD. $ o T m ii a B 10.27.14 5TH ED CODE CHANGE SM PART OR ASSEMBLY: KLAMATH FALLS,OR,97801 I� m n O A 12.01.11 2010 CODE CHANGE JLA ANCHORING LOCATIONS PH.541-882-3451 OF m NO DATE DESCRIPTION BY REVISIONS INSWINGIOUTSWING 14"MAX.O.C.TYP. I SEE DETAIL G 5 1/2 SHT 15 _ 39 318" c ® cn r m r -0m 81 3/4"MAX FRAME HT.(INSWING) cn M m 81"MAX.FRAME HT.(OUTSWING) .-_{y :u w za 5"7YP. v,za O�z �{ 5"TYP.--� nC'z >go —� m lrT.'z 0 0 A } �_G�77 N Oz N - Oz CO _ 00 o*O Z� - m 81 3/4"MAX FRAME HT.(INSWING) cZ } zz 81"MAX FRAME HT.(OUTSWING) c z� 5 xLn z 1/2" 6c: �> ) C r m Z :O 1 SEE DETAIL G w 5-TYP SHT.15 If 5"TYP. r� 69 3/8" I m 39 5/8" o <n m -rc) N m 7 3/8" y D '- O -`L SEE DETAIL E I I 1 I SHT 8 �J\ 14"MAX.O.C.TYP. \ll SEE DETAIL E cn cn 95 114"MAX FRAME HT.(INSWING) �I SHT.15 -=i m 94 1/2"MAX FRAME HT.(OUTSWING) co co ,--I m m 51/2" -391/2" 131/2" O D m 7 1/2" r 39 3/4" 3"TYP. O SEE DETAIL G 69 1/2" SHT.15 5"TYP. 5"TYP.—I 5"TYP.— y 0 I l l I I m�0I I 1--Tzo I I N`Oz co r (A EnO ? G) I I\ Z? I I t t I \ Lu \ l� 0 Oz D� x� 14"MAX.O.C.TYP. z rti m cn cn cn cn n' = Z 71 m �m A =m ,0 0 cn --i m D 80 SEE DETAIL E y D SHT.15 -� I- 3"TYP.x m z O ( r T O O Jm� r-•a . 7 1/2" ao 39 3/4' 2 69 1/2" 'adi if All"T 71T R V O`` PRODUCT: m 6 ° CONTOURS STEEL DOOR,WOOD EDGE -.5JELD WEN,INC. n 6-0x6-8(XX)&5-4x6.8(O/OXO) IA N, p N N % INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD. r o m m u ;5 B 10.27.14 5TH ED CODE CHANGE SM PART OR ASSEMBLY: KLAMATH FALLS,OR,97601 mIm A 12.01.11 2010 CODE CHANGE JLA° { x NO. DATE DESCRIPTION BY OUTSWING HORIZONTAL PH.541-882-3451 m REVISIONS CROSS SECTIONS SEE DETAIL I C-SINK. NOTE / 1-USE#10 WOOD INSTALLATION SCREW W!1.50"MIN.EMBEDMENT ( WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. Q 0)6"TYP. 2-USE 3/16"ITW TAPCON ANCHOR W/1 1/4MIN.EMBED. ' 3'TYP. "SEE DETAIL B \ / > Ir 3"TYP / WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. m O DETAIL-A 3-SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 1/4"OR c r 1 SCALE:6"=V-0" 3/4"THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT � I I 11 I 1 1 1 1 / IS MAINTAINED. z O Q co (9r w — n- LLN z w CD ¢ a ¢ w Y S 00 z co w p 11 34 39 12 Q Z rn w "' M w 47 p n In a F c' w M w �__ JLjj r a= Z) / o \ m Y d UH F o .1 2 w w D 3 DETAIL D LL 23 ASTRAGAL w x TOP STIKE PLATE p � w 9 1 3 4 28 wow a 28 SEE NOTE 0 0� z co o 5 #2 8 *!�: 0 O r- TYP. DETAIL B DETAIL C rr N cQi m CORNER DETAIL AT HEAD CORNER DETAIL AT SILL O x cq O 1 1 I I 1 I 114 I / 7 OO'T �a MU664 LL T / MULL / _� w X� •• z o DETAIL E X m m 0°a �EE DETAIL C HINGE DETAIL or) U),6 m z w Oz �—� z z moo— ¢ Q 27 o z ANCHORING LOCATIONS TRI UNIT o O — it INSWING/OUTSWING UNIT(0X01 49 DET—AIL a V a SCALE:112"=V-0" 27 ASTRAGAL BOTTOM g g> INSERT PLUG(INSWING) m DETAIL G w #8 X 2 1/2" 38 23 LATCH&DEADBOLT STRIKE 47 Ow WOOD SCREWS PLATES ¢Z z TYP. 27 w O a m 27 O awEEz 2113439 00pca0 38 vw�Q . 27 F N DETAIL F ASTRAGAL BOTTOM(OUTSWING) N o Q O N� ````II111111ffIf��' 2 NOTE(S): `�� SES F. 1-ANCHOR SPACING FOR BOTH 35 1 4 INSWING&OUTSWING. r �O�` DATE' 12/31/09 2-SCREW#28 IN DETAIL C,NOT USED IN 7 = SCALE:AS SHOWN * * _ DWG.e6.LUBBECKE (XX)CONFIGURATION. = 9 CHK.ev: S.FREY DETAIL H CORNER DETAIL AT TRANSOM MULL ��0 T DRAWING NO.: DETAIL I iiAIP)A(Dh k .., _ JW162009 kA G�a�C�ja MULL POST(SILL SIMILAR) FBPEC% ALhL�AEan"Na.29518 SHEETI5 of 16 4 9116" 4" 5 5/8" 1/8"`— --9 318"- 5" 8 o �, T } �—ars„ � N � � „ - 1/z° o1 WOOD JAMB FINGERJOINTED PINE O I I F-1 11/16"-� m O SCALE:6"=1'-0" COMPRESSIONWEATHERSTRIP }-�1/8" v LATCH STILE {- 07 1/8"(Min) 11 ENDURA INSWING THRESHOLD I 3/8„ TOP RAIL U � J VINYL/FOAM HINGE STILE Z o c? 6063 T5 AL AND COMPOSITE SCALE:6"=1'-0" LAMINATED VENEER LUMBER Il N 3 SCALE:6"=1'-0" < 4 O HINGE 6 G; 05A.STEEL 4x4x12 GA.STEEL 10 17 20 EE ( SCALE :SCALE:6"=1'-0" - LU Q �-T 3 118" SCALE:6"=1'-0" � J Q v I' �1 16 18 19 p M Q Lo cf) O _ 4 5/8" w 5 5!8" C+ 20 FINGERJOINTED PINE AFCO OUTSWING THRESHOLD W W SCALE:6"=l'-O" 34 6063 T5 AL AND COMPOSITE 39 6063 COTS AL AND COMPOSITEUTSWING DOOR BOTTOM SWEEP 1 3/4" -� p x0 SCALE:6"=1'-0" SCALE:6"=1'-0" 32 VINYL O CORNER PADS O p¢ N SCALE:6"=1'-0" 33 PLASTIC 3 m v z A B SCALE:6"=1'-0" E c6 04 w O oV a z h--1 314"--I 1 5/8"- w L) m� � z Of z cN m z 0 o OO (o — N �a�� Z 0 Ir � a a ASTRAGAL STRIKE PLATE A B 13/8' I~ STEEL 2 g m O 13 ASTRAGAL EXTRUDED SECTION A-A SECTION B-B 21 PLASTIC LLIPFRAME SCALE:6"=1'-0" w- 6063-T5ALUMINUM SCALE:6"=1'-0" z 0 SCALE:6"=1'-0" ¢z z 1/32°��� "�� =QO w O a rn 13125" 0. 17-1 Ocoo 2 1/2" - 2 118 �-- - W O o- -- - - - - -- - - - -- - - - - -- - - - - -- - - - -- ----- - - - - _- - .�- - - - - - - -- - - o ---- b❑. 40 ASTRAGAL BOLT 35 MULL POST I N COLD DRAWN STEEL EDGE GLUED FINGERJOINTED L o E] SCALE:6"=1'-0" SCALE:6"=1'-0" a �w LATCH PLATE STEEL N o Q 13/8' SIDELITE SEAT 48 0^❑ L� L 15 SIN UNITS ONLY 13/16" ;� a EXTUDED PLASTIC `\ggryj-0^ SCALE:6"=1'-0" `��� S F. 1 � � �,� o .,� m a Z LsL �O DArE:12131/09 o �-I�112" _ 7 _ SCALE:AS SHOWN 'I 1116" -I I— } 41/2" -Ij =* * _ Dwc.BG.LUBBECKE I— 21116" - a T T " 0 'He FREY TRANSOM SASH__ TRANSOM GLAZING CLIP_ FIXED CORNERSRIM_ __-_ _ TRANSOM JAMB i F iomfap,�pc•r377�� l5'{�• ulltlln9 Uroypc_�\-`�"-�g�� 46 CELLULAR PVC 45 CELLULAR PVC 36 PLASTIC 38 FINGERJOINTED PINE 'i��� I S\` JW162009 SCALE:6'=1'-0" SCALE:6"=I'-O" SCALE:6"=1'-0" SCALE:6"=1'-0" 4�'a�"a^. �i�" sHEEr16 of 16 FSPE Ce Alla Na.29578 /` BUILDING DROPS 398 E. Dania BSut 3138 A Perfect Solution in Every Drop Dania Beach, FL 33004954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com }product Evaluation Report Of JELD-WEN, inc. Contours Steel Door, Wood Edge for Florida Product Approval Report No® 3291 Current Florida Building Code Method: 1 —A (Certificate) Category: Exterior Doors ', Sub — Category: Swinging Exterior Door Assemblies Product: Contours Steel Door, Wood Edge Material: Steel/Wood Product Dimensions: 74"x 81.75" 74"x 80.5" 64.5"x 95.25- 64.5"x 94.5" Prepared For: JELD-WEN, inc. 3737 L,akel)ort Blvd. Klamath Falls, OR. 97601 �►►►►ui►�����'; Prepared by: = ���.:��• Hermes Norero, P.E. 7 Florida Professional Engineer#73778 = * M Date: 10/27/2014411 = T T Contents: ••'••.,,,,,,.••• GNZ Evaluation Report Pages 1—4 / E � i� ,ISN' i►�``�. Digitally signed by Hermes F.Norero,P.E. Reason:I am approving this document Hermes Norero, P.E. Date:2014.11.11 09:50:46-05'00' Florida No.,73778 I BUILDING DROPS Date. 10J27J2014 A Perfect Solution in Every Drop Report No: 3291 Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. pl Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies i Compliance Method: State Product Approval Method (1)(a) i Product Name: Contours Steel Door,Wood Edge (Impact Rated-Doors Only) 74"x 81.75" 74"x 80.5" 64.5"x 95.25" 64.5"x 94.5" Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778)for Jeld-Wen Inc. based on Method 1a of the State of Florida Product Approval, Floridan Department of Business and Professional Regulation-Florida Building Commission. Hermes 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 JW162009,signed and sealed by Hermes)Norero, P.E. (FL#73778)jfor specific use parameters. I 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. 1 3. When used in areas requiring wind borne debris protection t is product complies with l Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on single and double door systems without a sidelite or transom, in all Wind Zones.Single and double door systems with a sidelite or transom do not require an impact resistant covering, in Wind Zones 3 or less. Florida approved impact resistant shutters are required for sidelites and transom. 4. Site conditions that deviate from the details of drawing JW162009 require further 1 engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW162009 for size and design pressure limitations. Hermes Norero,P.E. Florida No.173778 Page 2 of 4 'I BUILDING DROPS A Perfect Solution in Every Drop Date: 10/27/2014 Certificate of Authorization:29578 Report NO: 3291 Quality Assurance: 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,Inc. (FBC Organization#QUA1789). I Performance Standards: The product described herein has been tested per: • ASTM E 283-04 • ASTM E 330-02 • ASTM E 331-00 • ASTM E 1886-05 • ASTM E 1996-05b Referenced Data: 1. Product Testing performed by Quality Testing Inc. (FBC Organization# TST7638) Report#:SJW2009-199, Report Date: 1/18%2010 SJW2009-200, Report Date: 1/18/2010 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA1789) I I I j i Hermes Norero, P.E. Florida No. 73778 Page�3 of 4 i BUILDING DROPS A Perfect Solution in Every Drop Date: 10/27/2014 Report No: 3291 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. E concrete or masonry substrate where one by(1X), non-structural,wood bucking is loyed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient th to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking'rs NOT employed,use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry Refer to Installation Instructions(JW162009)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure* Positive 55 PSF Negative 55 PSF *Product has not been rated for water infiltration. If authority having'jurisdiction requires that 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 1.0: j I Hermes Norero, P.E. Florida No. 73778 Page 4 of 4