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HomeMy WebLinkAboutProduct Approval, -FL14569-R9 1 01/09/2018-12:07pm intem1 V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\_Reference\2017 Windload Charts References\2017_b FBC WIND CHART.dwg - 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY = 170 MPH MRH _<60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C BASED ONKd=0.85 ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONE�4 PRESSURES EXTERIOR ZONE PRESSURES (SEE BELOW) INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZE 5 0 IDENTIFY THE ZONE OF THE OPENING - o •IOR-(ZONE 4)OR EXTERIOR(ZONE 5)PER THE Roof Tributary Area(Sq Ff Tributary Area(Sq Ft) 3 URE BELOW LEFT OR INFOR I01rP•OVIDED To 'o Y- THERS. Height Height 1.1. ANY QUESTIONAB OPE r�IS'[O B CONSID READ THE MORE CRITICAL(EXTERIOR)ZONE B 10 20 30 40 �� _ g 10 20 30 40 50 5. "� / \t./IDENTIFY THE BUILDING M A - VERAG._. Str,T FROM THE LOWEST GROUND ELEVATION.IF -41.0 -39.3 -38.3 -37.x .4 -50.6 -47.2 -45.2 -43.8 -42.7 E MEAN ROOF HEIGHT CANN T t}E IOE F D U E�ITH PEAK(HIGHEST)ROOF HEIGHT. 0-15 ft 1 llI k.5 ft 2.1. ALWAYS ROUND UP D F11E1G TO NEET T LE VALUE. +37.8 +36.1 +35.1 +34.�� 3 • r +37.8 +36.1 +35.1 +34.4 +33.8 /��,2, VALID FOR ALL ROok4S -E .FOR SLOPEjEE AN ENGINEER FOR REDUCTIONS. 18 ft -42.6 -40.8 -39.8 -39.1 � :e 18 ft -52.6 -49.0 -47.0 -45.5 -44.4 \3./CALCULATE THE TRIBUTAR$ARE E,OP N N U SSTION AS THE GREATER OF(HEIGHT NWIIDTH)OR THE SPAN LENGTH(HEIG-HT) PA6 II; WIDTH OF 1/3 HE HEIGHT(HEIGHT 2/3). • +39.3 +37.5 +36.5 +35.7 +35.2 +39.3 +37.5 +36.5 +35.7 +35.2 3.1. USE THE AREA BETWEEN STRUCT OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. __ 20 ft -43.6 -41.7 -40.7 -39.9 -39.4 20 ft -53.8 -50.1 -48.0 -46.5 -45.4 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST_- - -- -- - --_. +40.2 +38.3 +37.3 +36.5 +36.0 +40.2 +38.3 +37.3 +36.5 +36.0 (10 SQUARE FEET)SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER -45.7 -43.8 -42.6 -41.9 -41.3 -56.4 -52.6 -50.3 -48.8 -47.5 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 25 ft 25 ft 4READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY +42.1 +40.2 +39.1 +38.3 +37.7 +42.1 +40.2 +39.1 +38.3 +37.7 IN ACCORDANCE WITH CODE. 530 ft -47.4 -45.5 -44.3 -43.5 -42.9 30 ft -58.6 -54.6 -52.3 -50.7 -49.4_ _ FOR SITUATIONS THAT REQUIRE 0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH TOLOCAL MUNICIPALITY PRIOR TO TABLE USE. +43.7 +41.8 +40.6 +39.8 +39.2 +43.7 +41.8 +40.6_9-8 34.2 GENERAL NOTES: -49.0 -47.0 -45.8 -44.9 -44.3 -60.5 -56.4 -54.0 2. `^0` 1/TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft 35 ft S CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +45.2 +43.1 +42.0 +41.1 +40.5 +45.2 +43.1 +42.0 40 5 r<2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. �V.4.-:„ _.__A 50.4 -48.3 -47.1 -46.2 -45.5 -62.2 -58.0 -55.6 3� 2,5 WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. "2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS 1 40 ft +46.5 +44.4 +43.1 +42.3 +41.6 40 ft +46.5 +44.4 +43.1 X42. 1- 6, THAN THE RATED LIMITING WIND VELOCITY ABOVE. .TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. 45 ft 51.7 -49.5 -48.3 -47.4 -46.7 -63.8 -59.5 -57.0 -55.2 X53::- 5. VERIFY USE OF Kd(DIRECTIONALIT4.INTERNAL PRESSURE COEFFICIENT Y ACTOR)WITH STRUCTURE ONLY. H LOCAL BUILDING DEPARTMENT 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 +47.6 +45.5 +44.2 +43.3 +42.6 HVHZ=HIGH VELOCITY HURRICANE ZONE. c--- 50 ft -52.8 -50.6 -49.3 -48.4 -47.7 50 ft -65.2 -60.8 -58.3 -56.4 -55.0 6.TABLES ARE FOR WALLS AND VERTICAL SURFACESONLY. A 7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT SITE-SPECIFIC DOCUMENT. +48.7 +46.5 +45.2 +44.3 +43.6 +48.7 +46.5 +45.2 +44.3 +43.6 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED1111 OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. -53.9 -51.7 -50.3 -49.4 -48.7 -66.5 -62.1 -59.4 -57.6 -56.1 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE 55 ft &OTHER COEFFICIENTS LISTED HEREIN SHALL BE +49.7 +47.4 +46.1 +45.2 +44.5 55 ft +49.7 +47.4 +46.1 +45.2 +44.5 DTICTATED DBLES NANDD OVE VERIFIED BY THE GOVERNING BUILDING DEONDING WIND VELOCITY, PARTMENT AND PERMIT HOLDER.NO WARRANTY FOR ___-� APPLICABILITY OF THE USE OF THESE TABLES ISM�O0 E,_ ED-HEREIN. 60 ft -54.9 -52.6 -51.3 -50.3,-49.6 I I � _ -67.8 -63.2 -60.5 -58.6 -57.2 10. THIS SPECIFICATION DOES NOT OFEER-ANFIPRODU- PP-1-0v, D CERTIFICATION. REFER TO ANY SEPARATELY +50.6 +48.3 +47.0 +46.1 AL f/�, +50.6 +48.3 +47.0 +46.0 +45.3 SUBMITTED TEST CRITERIA AND OTH:(,3A R9 LS FOR DESIGN_�I STALLATION INFORMATION AND APPLICABILITY iii OF THESE TABLE VALUES WHICH IS To 13,AVE' ;ERSY /ACCORDANCE WITH GOVERNING CODES. :/ 11. ADHERE TO ALL LOCAL IMPACT•Ro_ECTIO E o•DfNANCES. (\ 12. NO CERTIFICATION IS OFFERED O•T i.,IJEGR a TH HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVID� ER NN. DDIT✓!NALERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE(4� EXTERIOR Z©FV g. - '-a 0 GHT EXPLAINED LEAST HORIZONTAL w tri m m z to O O T-I-4 to a �� t y (nmz20o-+ OF"22r+ DIMENSION m>0m G)O�m^'mGla� a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%OF M 'N ROOF PEAK ROOF Z^� Z C 3 N z Z iii O z HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT © CO m m o GT O 3•-DI i x•-•-1 w m Ill X 0 0 HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. \ in?O D D m 9>m m c z- Ul z CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN/"..;-„, © ® En N -1 X.p'�Do m z m rn O x0 Zmtn., -1 REQUIRED. EAVE ROOF r^i°0 GT M 73 i 3 Ro 0 i n MEAN HEIGHT i z m m D "m i•" i-r a a ROOF 2 ROOF '�' �mDDZp�O���� M f-f ft HEIGHT HEIGHT viDZclrnOff!c)N,.,,,.,= n W 0 O OUID"•G flIz>GTmalmrl D m 93 O O iG1zA�'Om�Fzzmr -I C z U) © I ® © ® ® 4'a PLAN VIEW\0 G-1Z oho >�pm m p D a ®O5 COMPLEX �m Nmmirzm,ra,- z U1 z r• �,, n ELEVATION �,� ISOMETRIC CORNERS © O p P in v y v ei - -< /1 n O o REMARKS' DRWN CHKD DATE 6TH EDITION FLORIDA BUILDING CODE 17- ENGINEERING 5>wc' - 1 1� O INIT ISSUE GSS TSB 03105/12 o o,o-6 o z y REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 o z_ r- a "' 3 2017 r EXPRESS® sx REV 2014 FBC DGM TSB 06/10/15 *x -_ --.__ �_ _ -__ _ __CORPORATEOFFICE: i_O___� :-lO_ A�.' _ _ (l z m UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10, CHAPTER 30 160 SW 12th AVENUE, SUITE 106 _mz Dm -_I1�� 1Oz 1 I" m - - - - DESIGN LOADS FOR COMPONENTS &CLADDING m z DEERFIELD BEACH, FL 33442 0 _ D II ccii THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 5 m m- r ' p .4 p AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH 119885 -#.1 • 5 . O _ l-1 m WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, '7', I.• 5 ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 10 E:HELLO@ENGINEERINGEXPRESS.COM NZ •� .\�, m W PERMITTED AND INVALIDATE OUR0ERTIFICATION. ENGINEERINGEXPRESS.COM �' . /,...-• 06-76-- _„„..,,,, , E .. """'ravr-""""--- t---r---;z% r"YFr—, -T "mak" r wan,:. -� 41-:'-1:-..:7;,f-,:- .:::-- c �i9. y rh t.� t ?' , 5. �a',, x a`` Vt �ar.tss+' ty00',: J. rtl ./„..., .I�+w��L.. t -i- �r , ?:: as` # '=3t ?65 ;'b' "ilgii ` Q 5. . '# a Y r -;‘)°"%:,'401 SCIS Home Log In User Registration - Hot Topics Submit Surcharge : Stats&Facts - Publications FBC Staff BCIS Site Map Links Search ffi.,Product Approval Lti ill 4,1 s* USER:Public User • profit ct Approval Menu>Ewstkirt or Application Search>Application List>Application Detail :,6` FL# FL14569-R9 t Application Type Revision 1 Code Version 2017 F j Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. ,'' .1 Comments "i,, =y Archived 1 Product Manufacturer JELD-WEN I Address/Phone/Email 3737 Lakeport Blvd _t1 Klamath Falls, OR 97601 1' 1 (800) 535-3936 i fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com t T rJ, i °< ' I Technical Representative JELD-WEN Corporate Customer Service . Address/Phone/Email 3737 Lakeport Blvd. t Klamath Falls, OR 97601 1. (800) 535-3936 customerserviceagents@jeld-wen.com c 1 Quality Assurance Representative ' Address/Phone/Email Category Exterior Doors tt' Subcategory Swinging Exterior Door Assemblies t Compliance Method Certification Mark or Listing Certification Agency National Accreditation &Management Institute Validated By National Accreditation &Management Institute Y I < r Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 ," TAS 202 1994 (p ... TAS 203 1994 t 3 ' } Equivalence of Product Standards ' , • I Certified By Florida Licensed Professional Engineer or Architect FL14569 R9 Equiv ASTM E84 Equivalency Letter SS 2017-0S-3LLidf t is I ti -777-1 , Method Method 1 Option A .. Product Approval I i Date Submitted 10/02/2017 • iiDate Validated 10/03/2017 Date Pending FBC Approval Date Approved 10/11/2017 # Model,Number or Name, Description ,3 14569.1 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0"x 6'-8" 'f Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R9 C CAC NI006255-R7 Certificate.ibdf i 1 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date! f. ; j Impact Resistant:Yes 09/30/2019 Design Pressure: +60/-60 Installation Instructions Other: Product must be installed per manufacturer FL14569 R9 II JW0509-03 Installation.pdf instructions as stated on drawing JW0509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 GE PER3392.odf Created by Independent Third Party: Yes ' d 14569.2 Contours Steel, Wood Edge Full Lite Door, Inswing, 6'-0" x 6'-8" 1 $ I Limits of Use Certification Agency Certificate I Approved for use in HVHZ:Yes FL14569 R9 C CAC NI006255.02-R3 Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date • Impact Resistant:Yes 06/30/2019 Design Pressure: +60/-65 Installation Instructions • Other: FL14569 R9 H 3W0509-04 Installation,pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AF PER3393.pdf 1„‘ i Created by Independent Third Party: Yes 4 • 14569.3 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 8'-0" Limits of Use Certification Agency Certificate I Approved for use in HVHZ:Yes FL14569 R9 C CAC NI006254-R5 Certificate.pdf Approved for useoutside HVHZ:Yes Quality Assurance Contract Expiration Date ; Impact Resistant:Yes 09/30/2019 i j Design Pressure: +50/-50 Installation Instructions i Other: FL14569 R9 II JW0509-01 SS 2015-07-02.ndf jVerified By: Hermes Norero 73778 I i I Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3391.Ddf Created by Independent Third Party: Yes 1 14569.4 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 12'-0" x 6'-8" a � � Limits of Use Certification Agency Certificate R • Approved for use in HVHZ:Yes FL14569 R9 C CAC NI011062 NI011062.01 Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 " Design Pressure: N/A Installation Instructions I Other: FL14569 R9 II 3W032012FL Installation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes ; - Evaluation Reports c s • FL14569 R9 AE PER3321.pdf Created by Independent Third Party: Yes • I 14569.5 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 8'-4"x 8'-0" Limits of Use Certification Agency Certificate t TM I Approved for use in HVHZ:Yes FL14569 R9 C CAC NI011061-R1 Certificate.pdf v T• _T~1 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date - Impact g Resistant:Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other: � FL14569 R9 II JW072012FL Installation.pdf I Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports I If FL14569 R9 AE PER3322.pdf ` - Craatarl by Tnriananriant Third Pari-v• Vac � t I l', 14569.6 Contours Steel,Wood Edge Opaque Door, Outswing, w/or w/o Sidelite, 8'-li"x 6'-8" i .-..-!!! , -''' "' Limits of Use Certification Agency Certificate l . Approved for use in HVHZ:Yes FI 14569 R9 C CAC N1011082-R1 Certificate,odf Approved for use o e HVHZ:Yes Quality Assurance Contract Expiration Date 6 ' Impact Resistan Yes 08/31/2019 i Design Pressure: Installation Instructions t Other: Fl14569 R9 IT S-2104 Installation,odf Verified By: Hermes Norero 73778 {;• Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3398.odf Created by Independent Third Party: Yes i-. 4 ' 14569.7 Contours Steel, Wood Edge Opaque Door, Outswing, w/or w/out Sidelites, 8'-11" x 8'-0" I,: 1 Limits of Use Certification Agency Certificate } Approved for use in HVHZ:Yes FL14569 R9 C CAC N1011096-R1-NI011096.0].- Approved for use outside HVHZ:Yes R1 Certificate,pdf i ,.',.,..4., j j Impact Resistant:Yes Quality Assurance Contract Expiration Date jKI Design Pressure: N/A 08/31/2019 " -6 Other: Installation Instructions FL14569 R9 II S-2108-01.pdf Verified By: Hermes Norero 73778 I. Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3832.odf Created by Independent Third Party: Yes v .5 =. Contact Us:: •r . ... •- ••Phone:850-487-1824 i ''' , i The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement k„ I 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,doInot 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 -x 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., „p please click here. Product Approval Accepts: PGI 41r.---.1 f:ZR. eChsk i Credit Card Safe securityMETRIcs• I BUILDING DROPS 398 E. Dania Beach. Blvd % A Perfect Solution in Every Drop! Suite 338 i2,5 Dania Beach, FL 33004 'Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com August 24, 2017 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer#73778 MANUFACTURER: Jeld-Wen 3737 Lakeport Blvd. Klamath Falls, OR 97601 This document shall serve to state that Jeld-Wen products tested in accordance with ASTM E84-05 as per the 5th Edition Florida Building Code shall be qualified for the requirements of the 6th Edition Florida Building Code. • The testing on the products complies with the requirements specified within the ASTM E84-13 standard, as required by the 6th Edition Florida Building Code.This standard is listed under Chapter 35 of the current Florida Building Code and titled "Standard Test Method for Surface Burning Characteristics of Building Materials". ASTM E84-13 has been reviewed and determined to be technically equivalent to ASTM E84-05.All test results meet or exceed requirements of the 6th Edition Florida Building Code. Respectfully submitted, `` %�``,�cS F.• O 4/�/,/ • �' �<vQ.•�•• ''' •��' O = * * - •: .TAT • O�• •.• o- OP'.• �✓� '�` ••.....••.•• Gam? ONAL x% Digitally signed by Hermes F.Norero,P.E. 111000 Reason:I am approving this document Date:2017.08.31 09:51:27-04'00' • Hermes Norero, P.E. Florida Registered Professional Engineer#73778 Certification of Independence: Please note that I do not have nor will I acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being issued.Also,I do not have nor will I acquire a financial interest in any other entity involved in the approval process of the listed product(s). Page 1of1 NOTICE OF PRODUCT CERTIFICATION 0 CERTtFio f r«&�n'��oy;°- Company: JELD-WEN Exterior Doors Certification No.: NI011082-R1 - GQ• r'? °°� ' 3737 Lakesport Drive Certification Date: 05/01/2012 4'1 .; Klamath Falls, OR 97601 Expiration Date: 08/31/2019 �� WI Revision Date: 05/05/2015 Product: "Energy Saver/Contour" Opaque Wood-Edge Steel Door w/or w/o Sidelite (wood frame) Specification: TAS 201/202/203-94 The"Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification- _ label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X 0/S Opaque 3'2"x 6'10" +66/-70 10.0 psf Yes CTLA-696W Single Max Panel Size:3'0"x 6'8" Installation Details:S-2104(1-8) OX/XO 0/S Door-Opaque 4'5" x 6'10" +66/-70 10.0 psf Door-Yes CTLA-696W '8" Single w/Sidelites Sidelite-Glazed Sidelite-No Max 6"xPanSize:(1/8"3'"'•x pe Sidelite DLO:6"x 5'3" Tempered Glass) Installation Details:S-2104(1-8) OXO 0/S Door-Opaque 5'10"x 6'10" +66/-70 10.0 psf Door-YesCTLA-696W Max Panel Size:3'0"x 6'8" Single w/Sidelites Sidelites- Sidelites-No Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Glazed Installation Details:S-2104(1-8) XX 0/S Doors-Opaque 6'3"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W DoubleMax Panel Size:3'0"x 6'8" - W.'' 11 - :: 53'0' (' 9) OXXO 0/S Doors-Opaque 8'11"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W '8" Double w/Sidelites Sidelites- Sidelites-No Max Panel"x 'S3"( /8"" ax pe Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Cl—esel 1,..,..,ll.x:....0,,..:1.,.0£10 1(1 6) National Accreditation & Management Institute,Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: .>140 . 0. } QQ - 74.5"MAX. O.A. FRAME WIDTH - 70.25"MAX. O.A. FRAME WIDTH - Steel e I 875"TYP. -- 36.625"MAX. O.A.-- .125" .75" .75"MULL. TYP. 15.5"MAX. O.A. ��® '~ BAR TYP. SIDELITE FRAME WIDTH CONTOURS STEEL DOOR,WOOD EDGE - PANEL WIDTH 36"MAX. O.A. .875"_ 36"MAX O.A _ 14"MAX. O.A. 64"OPAQUE OUTSWING IMPACT DOORUNITSTS W/ASTRAGAL ~ PANEL WIDTH TYP. r PANEL WIDTH PANEL WIDTH WITH&WITHOUT NON-IMPACT SIDELITES I rig oGENERAL NOTES ® ® ® ® ® e-.' Cjal o i INACTIVE ACTIVE 6"MAX. Z 0 triM 1. THIS PRODUCT IS DESIGNED iO COMPLY WITH THE CURRENT FLORIDA BUILDING 80° v v v v 80° v a _Jr- 0 WIDTH D.L.O. W 0 CODE AND HAS BEEN TESTED IN ACCORDANCE WiTH HIGH VELOCITY HURRICANE ZONE "HVHZ"REQUIREMENTS. MAX. MAX. }: Q r: 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER O.A. G.A. G _.I Q k PANEL PANEL 63.125" LOADS TO THE STRUCTURE. -J ^ Q- 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION HEIGHT HEIGHT O int MAX. -a co Y 0.. O A. DRAWINGS. ANCHOR EMBEDMENT iO BASE MATERIAL SHALL BE BEYOND WALL 81.25" a a ®� a 81.25" 4 v ®a a © D.L.O. DRESSING OR STUCCO. MqX DMAX. G HEIGHT 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 0A. ® v v O v O 0.A, O O v 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR "HVHZ"ZONES. SEE FRAME c •=rv FRAME v v THE DESIGN PRESSURE CHART BELOW. HEIGHT HEIGHT 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE 7 MIAM1-DADE APPROVLD IMPACT RESISTANT SHUTTERS ARE REQUIRED I ulu FOR SIDELITES R J UpA RE$ST o b G .0 a .L. o --, o CC'- N. SIUELIIES ARE AN OPTION AND CAN BE USED IN A SINGLE DR DOUBLE I `"o o 'o cn CONFIGURATION. 11 SINGLE OUTSWING IMPACT o o n qo A 0.75" J 0.625" J A B UNIT(0X0) W/NON-IMPACT g¢a w 0.625" O e O SIDELITES VIEWED FROM EXTERIOR a s I-- cc M o� RESIDENTIAL INSULATED STEEL DOOR(Common to all frame conditions) \ 0 2 DOUBLE OUTSWING IMPACT UNIT(XX) o 0 z w COMPONENT CONSTRUCTIONS: VIEWED FROM EXTERIOR 107°MAX. O.A. FRAME WIDTH - o z o --1J 37.75"MAX. OA 875° i z r ¢¢ Face sheets:24 ga. (0.020") minimum thickness, Galvanized Steel A-525 maum wlnru TYF - .125" -- .75"MULL. _ 15.5"MAX. O.A. w�n ti m e,'" •,5�' BAR TYP. SIDELITE FRAME WIDTH r->> m z Ci- commercial quality-AKDQ per ASTM 620 with average minimum yield 36.625"MAX. O.A. o o w w� strength F ave.-24,600 psi. .875"TYP. _1_36"MAX. OA. _ -, PANEL WIDTH 36"MAX. O.A. _ 14"MAX. O.A. w N Core design: Expanded polystyrene with 1.0 to 1.25 lbs./cf density, by -PANEL WIDTH W/ASTRAGAL -PANEL WIDTH PANEL WIDTH o Q 3 JELD-WEN, INC. I> 0 o o 0 Door Panel Construction' The active and inactive panels ore constructed fromo ca I o c�. F ce 24GA. (0.020"min.) galvanized steel. The face sheet tops and bottoms are ® ® o ® ® ® ® - a <o a bent 90'over the top and bottom rails. The top LVL roil measures 1.67" 6"MAX wide x 1.042"high. The steel bottom rail is roll formed 0.021"galvanized INACTIVE ACTIVE O.A. D.L.O. g i>;' cn»n:r-i- steel measuring 1.67"wide x 1.21"high. The sides of the face sheet are 80" 80" % WIDTH U roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which MAX. MAX. m C..) measure 1.67"x 1.0". The interior cavity•is filled with polystyrene. The O.A. 0.A. o m m face sheets ore glued to the polystyrene. PANEL PANEL 63.125" `,o-a- Fixed Fixed Lite Const.: The sash is constructed from 24GA. (0.020"min.) galvanized HEIGHT HEIGHT MAX. h oN N steel. The edges of the face sheet are bent 90'over the polystyrene core e v ® O.A. w w w and glued to it. The sidelite panels ore routed to receive the ODL Up Lite 81.25' a '.=. 81.25" .- a a a D.L.O. L g.z w Frames or the optional Trinity light Frames. (See sheet 7 for glazing MAX. C D MAX, r E G HEIGHT t t t�'z z 3 O v v O Mr 7 00 O www-goo details.) the lite frames ore sealed w/OSD glazing compound on the O.A. v v OA. v v v v >-`= exterior. FRAME FRAME o 0 o z a cc Frame Construction: The frames are constructed from Ponderosa Pine jambs HEIGHT HEIGHT , 0 0 0Cr- measuring 1.25"wide x 4.5625"deep. The door and sidelite head jambs o are mortised and butt joined to the side jambs and attached with (3) 16GA. o 0 0 o z z 0000 w w 2"x 7/16"crown wire staples. The units use a standard bump face Pemko 0 o a a s a o r f Q o 0 threshold measuring 4.041"deep x 1.0"high. The threshold is attached to "'`"0 SS 0 0 the frame with (3) 16GA. 2"x 7/16"crown wire staples. I DOUBLE UTSWING IMPACT o��N ov N O^N O II1„,`"0'4, I UNIT(OXXO) W/NON-IMPACT \\\\0\ TABLE OF CONTENTS 0.625" 2 0.75" 0.625" ,N��� F "0'4,4 SIDELITES VIEWED FROM EXTERIOR o 0 o E o 0 SHT# DESCRIPTION SINGLE OUTSWING IMPACT UNiT(X) ��‘`�4D . 0 ''i 4.1....100E0<. i GENERAL NOTES AND TYPICAL ELEVATIONS VIEWED FROM EXTERIOR ....... I DATE: 9 11-01 p TABLE 1: Z :' p 2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS N' r: Prepared By: scaE: N.T.S. DESIGN PRESSURE RATING-WHERE WATER _ ?NC, DWG. BY: JWJ 3 HORIZONTAL CROSS SECTIONS INFILTRATION REQUIREMENT IS NEEDED * , c 4 HORIZONTAL CROSS SECTIONS AND NOTES "• L /// SINGLE DOOR UNIT X,OX,XO.oxo TATE F r CHK.BY: S. SAFFEL 5 ANCHORING LOCATIONS AND DETAILS ( ) +66 psf-70 psf 1� = L n W/WO NON-IMPACT SIOEUIES DRAWING NO.: 6 ANCHORING LOCATIONS AND DETAILS /W O '` A;'=rU 7 GLAZING DETAILS nallysignedbyHermesF.Norerq-P.E. .0. -.K` aiaan.•b °io �* BUILDING DROPS, INC. S-2104 DOUBLE DOOR UNIT(XX,OUR,XRO,OXXO) i 8 UNIT COMPONENTS j W/WO NON-IMPACT SIDELITES +57 psf-57 psf R ason:l am approving this document 39piLp dal!. pp(i`s�"e�s9 Phone: 954-399-8478 r'.te:2015.02.18 12:44:49-05'00' I FBPE�Etyf�aFf I tAYI; Y1VIIAO.2957e Fox: 954-744-4738 SHEET I OF 8 0.75" MIN. CONCRETE/ 0.75"MIN. CONCRETE/ ITEM DESCRIPTION MATERIAL EDGE DIST. MASONRY ® EDGE DIST. MASONRY ® 1 DOOR STEEL FACE SHEET 24GA. (0.020"MIN.) STEEL 1.50" BY OTHERS i 50" BY OTHER 2 FRAME HEAD (FINGER JOINTED PONDEROSA PINE) WOOD • MIN. MIN. 3 FRAME HINGE JAMB(FINGER JOINTED PONDEROSA PINE) WOOD 0.250"r EMB, r EMB. IMMII 4 FRAME LATCH JAMB (FINGER JOINTED PONDEROSA PINE) WOOD MAX.`` 5 4"x 4"BUTT HINGE i2gD. (BY HAGER) STEEL too CI 6 #9 X 1"PFH WOOD SCREW(HINGE TO DOOR) STEEL ® 1� 7 DOOR LATCH STILE LVL m c .,- SHIM • ._� 8 OUTSWING PEMKO BUMP FACE THRESHOLD ALUMINUM 6) F O 'r'� © ' 0.250" y m 1 / - f <� 9 BRAD TRIM NAIL 16GA. X 1"(FOR MULLION CAP) STEEL Z O /�%_.EMU MAX. �� < O //�t 10 COMPRESSION WEATHERSTRIP FOAM Z W •=cU. coi is SHIM SEE DETAIL 7ilio®'` 11 DOOR TOP RAIL LVL SEE DETAIL 7 ® 12 DOOR BOTTOM RAIL STEEL v ON SHEET 5 •1:• O ON SHEET 5 p-. •a -.. 13 DOOR HINGE STILE(FINGER JOINTED PONDEROSA PINE) WOOD ^'� !L`. SEE NOTE 6 ON 0 14 #10 x 1 3/4"PFH WOOD SCREW STEEL LU 7(/ SEE NOTE 3 ON 15 LOCK BLOCK(FINGER JOINTED PONDEROSA PINE) WOOD > M Cl. m SHT. 4 SHT. 4 16 3/16" ITW TAPCON ANCHOR W/ 1 1/4"MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE (1.0 to 1.25 lb./of DENSITY) BY JELD-WEN FOAM 1.750"MIN 1.750"MIN. 18 NOT USED - PANEL THK PANEL THK. C) 19 2x WOOD SUB BUCK WOOD • 4 ' Y"+ 20 SHIM (0.25"MAX. THK. HIGH DENSITY PLASTIC OR GREATER) - 21 KWIKSET 400 SERIES KNOB STEEL SEE NOTE 2 ON® "", ""`"� 22 KWIKSET TITAN 700 SERIES DEADBOLT(NOT SHOWN) STEEL SHT. 4 0 23 #8 x 1 1/2"PLASCREW(ODL LITE FRAME) STEELz� • 24 #8 x 2"PFH WOOD SCREW STEEL L,_ o-' W o,,;.4 U1Y 25 #8 x 2 1/2"PFH WOOD SCREW STEEL o 0 Don ''< 0.125"MIN. _ CD 26 #10 x 1"PFH WOOD SCREW(IMPERIAL ASTRAGAL TO DOOR) STEEL o • GLASS THK. ' 27 #10 x 2"PEN WOOD SCREW STEEL 3 a a v, 28 MULLION CAP WOOD c. W cro INTERIOR EXTERIOR INTERIOR EXTERIOR 29 SILICONE CAULK(CR LAWRENCE 33 C) SILICONE g,-o c) � 80.0" 80.0" 30 GLAZING COMPOUND QSD BY ODL) SILICONE „ z f co 81.25" 81.25' MAX. MAX. 31 BRAD TRIM NAIL 16GA. x 3/4"(FOR 3/8"QUARTER. ROUND.) STEEL k'g S w Coez MAX. MAX. SEE GLAZING N oo N Cz O.A. 0.A. 32 3/8"QUARTER ROUND SIDELITE STOP WOOD N o 'n W Q O.A. O.A. DETAILS, SHEET / o- < FRAME • PANEL FRAME 7�� PANEL 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF Co¢3 HEIGHT HEIGHT 34 SCHLAGE KNOB SET#F51 STEEL S g o HEIGHT HEIGHT o o x r • 35 SCHLAGE DEADBOLT()8360 (NOT SHOWN) STEEL 0 "o— ce 36 SIDEUTE STEEL FACE SHEET 24GA. (0.020"MIN. STEEL) STEEL a -,> a SEE NOTE 2 ON® ® 37 1/8"TEMPERED GLASS(BY PPG) GLASS N 5 3 N,•ti SHT. 4 38 ODL LITE FRAME SG(SPARTECH POLYCOM PP5530 C13) P GLASSP. ,.a 39 PRESSURE TREATED MULLION BAR (3/4" x 4 9/16 x 81 1/4) P.T. WOOD 'e,c, ?„ .. a_-W2:%. 40 ALUMINUM EXTRUDED ASTRAGAL (BY IMPERIAL) ALUMINUM o m e E�; ®' 41 ASTRAGAL STRIKE PLATE(BY IMPERIAL) STEEL `"o 42 YALE KNOB HERITAGE SERIES STEEL Co Co W 043 YALE DEADBOLT HERITAGE SERIES (NOT SHOWN) STEEL 44 SIDEUTE FRAME HEAD, SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) WOOD a z EENOTE6ON • WWW�00 SHT. 4® ® 45 LITE FRAME BY TRINITY FOR 1/2"I.G.U. POLYPROP. "' 46 1/2"INSULATED TEMPERED GLASS (BY TRINITY/AMPAC) GLASS oP_do o�?lam' • EE NOTE 8 ON 47 LITE FRAME BY TRINITY FOR 1"GLASS POLYPROP. 0 0 Co H.g g .EE NOTE 9 ON ® SHT. 4 48 1"INSULATED TEMPERED GLASS (BY TRINITY/AMPAC) GLASS w SHT. 4� SEE 49 UTE FRAME SCREW//6 x i 1/2"LONG PANHEAD(BY TRINITY) STEEL o 0 0 w w SEE DETAIL 7 NOTE 3 0 50 GLAZING COMPOUND DOW 1199 SILICONE ON SHEET 5 ON SHT. 4 ,`�0 N N N' �5���ri ® �` 51 #1O WOOD INSTALLATION SCREW W/ 1.50"MIN. EMBEDMENT STEEL ������ 43. �1 1 MI \\.412t 111116 •, i_ 0 52 DOOR LATCH STRIKE PLATE STEEL N o--N o- . 1iI 625" ® ��� 53 DOOR LATCH DEAD BOLT STRIKE PLATE ,`,UInlllrLTT4y STEEL o 0 Co 0 Co 0 `,�. DES r. 0. ''., �� Wo�m¢ 1.25 ...:. .� `��lv� :'\�.................... • %�'p'�� DATE: 9-11-01 EMIN.MB. -1 1111111. ,!; ,._ CONCRETE/ •` �. N •' 7 � Prepared By: SCALE: N.T.S. P 1.25" 2.50" MIN. CONCRETE/ 1.75" 2.50"MINS ,* /k r *i own.BY: AC MIN. MASONRYI MASONRY — `i - EDGE DIST. MIN. EDGE DIST. = T T, •'� S Q CHK.BY: S. SAFFEL BY OTHERS EMB. BY OTHERS (i ac 4r DRAWING NO.: A VERTICAL—CROSS—SECTION B VERTICAL CROSS SECTION— —_— — —_ — T .'19 . MVO •aria �� BUILDING DROPS, INC. 5-2104 O WITH HIGH DAM THRESHOLD O AT SIDELITE SASH rty, /j j S8 Phone: 954-399-8478 FUT ,jpiti i aitiiVO.29578 Fax: 954-744-4738 SHEET 2 of 8 SEE 4® m O O 52 07 ® O© ® � ®ONESHOTT 4 7 ON NOTE SHT. 4 eee 13 3 0 C Cr, ` EXITERIOR ) EXTERIOR -r • \ / 1.750'"MIN. z ci cc cps' PANEL THK. O ° a a „i ?. .. \ f t < Uj Z W Co °° ��,,:- /////�////// • • • • ///1. !I CONCRETE/ ° / • // ` ° MASONRY \\ av ,.._.. . �� BY OTHERS .e \ f'! ° °° °:.. A _ , .•u...�7ii.nu.•L/M/W.%., INTERIOR INTERIOR �lu,o,p:�,,.,,.,,,,,,"\`.,,,,. '. e N W�� 75 MI a ��\ ® O 17 17 O ® /1/ 0.75'" MIN. o w )GE DI L °.°. • ��\' 11) SEE DETAIL 5 i/ °° EDGE DIST. S N SEE DETAIL 5� ON SHEET 5 ON SHEET 5 '. g Li a v z ° C HORIZONTAL CROSS SECTION D HORIZONTAL CROSS SECTION y ° -,z zz ow — 0.250" MAX. }3 LATCH JAMB TO BUCK O 0.250" MAX. ^_ HINGE JAMB TO BUCK m 1.50"MIN. SHIM SHIM N o w = 1.50°MIN. ,,,W m :ONCRETE/ EMBED. EMBED. 0 3 MASONRY 3Y OTHER , o o< oo SEE NOTE I® ® o s a ON SHT. 4 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) a a O ®O O 00000 O®® EXTERIOR 0.31"DIA x 9.0" LG. AT TOP & BOTTOM ,-2-S 3 N x z U INACTIVE EXTERIOR ACTIVE .. 11111 1 .-5 N o C• SEE NOTE WWWi �l�� i� 1 SHT. 4 ...Milk 1111111 w w z z u, ,..., ';;;;;;;.;.;./. / / / „era l � I./ /// /// / ;s o 0 o i cc j j/�j j/ 1 I t//, //,j// INTERIOR f �i cc W W W / / / I��mi• / / / o00WW / / . „.,/,,,. ../„ ....: ... DETAIL 1 c�c, .U�� ASTRAGAL TO STILE ATTACHMENT '�w o 0 0 0 1.750° MIN Z� NOTE: ITEM 24 NOT SHOWN THIS '-Z..'•- �N a ������ PANEL THK VIEW FOR `LA��t�f i l r rrrr�� o o•o o c INTERIOR ••• ‘,t, F/�(0 i,i,,' Ls.,,, ,c Co•c G 9-11-01 SEE DETAIL � «,(<"...e r: � '�0 1.1 DATE: SEE NOTE 4� i ON THIS �i O 17 � N� �7 Prepared By: SCALE: N.i.S. ON SNL 4 SHEET _* ,/ :..* C DWG. BY: JWJ r. v :T•TE• : (r CHK. BY: S. SAFFEL -_ O HORIZONTAL CROSS SECTION _ .�O ' 6' a� c 4/Z DRAWING +o.: - �b -- - - - � �. B0201NG-DROPS,-INC. -— 3 AT IMPERIAL ASTRAGAL arte..c S-11-0-4 Iv EVIIg��a1 ie TaAa Phone: 954-39S, INC. rase 'led,p r�TirGSi`a1��.t°�io.29D78 Fax: 954-744-4738 SHEET 3 OF 8 ® • 37 SON SHT. 4,. co 28 O Q 52 V 1 15 Gee 6000000 44 eONESHTT 47 ® ( is EXTERIOR ) ®® SEE NOTE 3® \ / _ 1.750"MIN. Cn ON SHT. 4 EXTERIOR PANEL THK. �@ m cc• r .) frit",4,:„ • Z cc ce 7.1; } I I C� Ci � ou1 Ni - \ . 'J I . . IF ''J '-:. \UI: 7,,, ''', Ili jr/ Ts., 1 5.., / / - ,•/// /// , . : .• •.• • • All � in./ \ INTERIOR .1 /� \\ �\ r \\ INTERIOR • // \\\` DETAILSEE LAZING 36 /it/ / .; cc p> 1 ( E.i,iiiiiiiii;oniata\\\ SEE NOTE 2® SHEET 7 j�/ 1.,..\\\\'VID SEE NOTE 5® jy \\\ ON SHT. 4 SEE NOTE 5 ON SHT. 4 / \ SEE NOTE 6 o p , SEE NOTE 6 // \\ ® O 17 17 O ��j ��� ON SHT. 4 o - o 1 V /. ON SHT. 4 SEE DETAIL 5 ✓ //� o o v ON SHT. 4 0 SEE DETAIL 583 0 Di L1.1 0.750" ON SHEET 5 ON SHEET 5 8 (nu, 0.750" SEE GLAZING 3 DETAILS, SHEET 7 J ,.�$,,, 0 0 HORIZONTAL CROSS SECTION V HORIZONTAL CROSS SECTION gzz �o 4 AT SIDELITE TO LATCH JAMB 4 AT SIDELITE TO HINGE JAMB 4J H= _,¢ c'o o E o N W N N p¢ Q O_ VOTES: CONCRETE/ SEE NOTE 3 v o al.ki o . SPACING FOR ITEM #26 THE#10 x 1"PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY ® 0 20 0 31 37 0 `-'1..3 BY OTHERS ON SHT. 4 AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP 1.0 2.5", 4.0", 5.5", 13.0", 18.0"& 26.0". 0 a ?. SPACING FOR ITEM #23 THE#8 x 1 1/2"PLASCREW IS AS FOLLOWS: SEE GLAZING x>_ TOP & BOTTOM. HORIZONTALLY, SIDELITE PANEL• 3.0"IN FROM EACH CORNER. ® � OGG DETAILS, SHEET 7 o-" N ON THE SIDES, VERTICALLY, FOR THE SIDELITE PANELS; 3.0", 13.0", 26.0", 39.0", 52.0"& 63.0". m Lo S. SPACING FOR ITEM #31 THE 16GA x 3/4"BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND < ' m ITEM #9 THE I6GA. X 1"BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS j�,, I "o FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8"QUARTER ROUND): 1.25"IN FROM EACH CORNER WITH ° '' \'� � � EXTERIOR o .,W (i) NAIL MID-SPAN. ° �\ �� Lg • ON THE SIDES VERTICALLY (FOR BOTH 3/8"QUARTER ROUND & MULLION CAP). 1.25"FROM EACH END & SIX MORE • a z EQUALLY SPACED ON THE FIELD. drii co- •�°• \\ • I'll a W WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM #25, A #8 x 2 1/2"PFH WOOD SCREW. a \ .. • : 0.125"MIN. J o\ I INTERIOR o o,-z ,r WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM #24, A #8 x 2" \ yGLASS THK. o o PFH WOOD SCREW. A \ ` o L, I. SPACING FOR ITEM #25 THE#8 x 2 1/2"PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, ..o. • �� \\. ` p p O O W W V Z""' IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, nnntiiiirutii;>(i ii%G SEE NOTE 223 N N•�N w N i. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ ITEM #29 SILICONE CAULK ON THREE SIDES AND .i:, \\\,.,,,, / ON SHT. 4 ���� H HORIZONTAL CROSS SECTION o ^N,,, 3/8" QUARTER ROUNDS SECURED WITH ITEM #31 BRAD TRIM NAILS x 3/4" LONG. O Q I ELITE TO BUCK w p � 0.75"MIN. • .\\\' SEE NOTE 6 , �i l r�P ',,'>.,;:.` r.`>, '. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM #27, A#10 x 2"PFH SCREW. WHEN ATTACHING EDGE 01ST °o ®ON SHT. 4 ,.,%s,Es F. O'��ii0 04,p„o p, Q,, THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM #14, A #10 x 1 3/4"PFH WOOD SCREW. a Q i� I. SPACING FOR ITEM #49 THE#6 x 1 1/2" PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: I • a' _SEE DETAIL 5 :� 4i�,:'�C A-P 1:._ DATE' 9-11-DI SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY; 3.25", 18.0625 32.8125 47.5625"& 62.625". I ° ON SHEET 5 r/ 78/.....I.- '•:O Prepored By: SCALE, N.T.S. SIDELITE LITEFRAME TOP & BOTTOM. FROM THE LEFT; ONE(1) SCREW AT 4.4375". ` .°. . .4 -' Owc.ar: JWJ * * E I. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE f 0.250"MAX. _ .fl T T, F CHK.er: S. SAFFEL USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. SHIM ; , Q 1.50"MIN. - O • �•' DRAW NG NO.: - -0.-USE-ITEM-#51-WHEN INSTALLING-INTO WOOD-SUBSTRATE-AT-HEAD & JAMBS. USE ITEM#25 WHEN INSTALLING-INTO -� -'RF S..- ._-_ _ EMBED. -,� R /I19..E� i WILDING DROPS;INC. �P104 MULLIONS. USE ITEM #16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. 3 R,p pbee�2�O,,F_,� nprp� � Phone: 954-399-8478 FBPE 1261 ',fI11TH ,VQRl,O.29578 Fox: 954-744-4738 SHEET 4 OF 8 74.50"MAX. 0.A. FRAME WIDTH SEE DETAIL 2 70.25"MAX. O.A. FRAME WIDTH .-,� ON THIS SHT. .`. . 0 • .. . . . . . . . . .V•. • O s / SEE DETAIL 4 0 0^�, ON THIS SHT. 4.50" TYP.- - 9.00"TYP. ISL 9.00"TYP. 3.00" TYP.-- - 6.58° "y 6.00" TYP. V co o ,- 7YP. — 6.00" TYP' 12.50"2.50 3.00" TYP- I- I7Pp --3.00" TYP. Z o c M - 3.00" TYP. SEE DETAIL 4 R _, CV 6 TYP.M. I 11111 I I III I I I ON THIS SHT. at CO w Y CO • ' 6 TYP. I I II III I 7.375" - - - _ 7.'75"—,� �y Q IS ED 1 TYP I YLU F2 f.c, a TYP. TYP. - SEE NOTE 5 - - 31 - - 31" 5 ON SHEET 4 5 SPACES SPACES @ 13.85" SEE DETAIL 6 @ 13.85" SEE DETAIL 5 81 25" • • ION THIS SHT. - - - - • 1.25" • - r ON THIS SHT. - M Z MAX. I jj ,c r,' v O.A. \ FRAME M. /� I I 1 Z ocaV" O EIA"H7 • - 5.50"I - HEIGHT l /15.50 - NP. _ - g a a o a ocD I 5.9 C, 02oo Zo • 09 W2 J HOZ © — 31" - - 0 - - 31" Noo T a¢ 36.625" N 36.625" I ``gy�p,,,, TYP. 0 0 O �6 7 cC.) oo o o • 1 i i i _i r� a a 0 I I I I I I I 3.00" TYP- L c ---� -3.00" TYP. g 3 0,> -3.00"TYP. I > 0- 6.00' 12.125" 3.00"TYP.- -- 7.00" TYP. c-, TYP. 7.00"TYP. TYP. - .,r m m C-5 T w ® r_ 0 .15"MIN. 0 0 I /�' # C-SINK. , N N B `� SEE DETAIL 3 - IIION THIS SHT. / z SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS / 1 rA y DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR I 1• z E a VIEWED FROM INTERIOR uiuini o 0 0 m®®I\ o o o,, ® 0 co®SEE NOTE ® ® SEE NOTE 10 \ ' _ a ON SHEET 4 7 SHEET 4 I\\ / ������al 41 DG SAIL 7 "-o N o^ / \ / oo•) \ / ,,0 //COUNTERSINK FOR INSTALLATION ANCHORS o 0 o o o, I I I rid \ I ��� ��S F' O. " w o v m a I I / O\r�■��'�� 5.50" 111110,,\ 5.50" (111 ®® ``�;"C \,... .'.tom.' Dare: 9-11-01 ai1 ���_ I I �, p SCALE, N.T.S. \ / ■ SEE NOTE T�/ : Prepared By: \ / \ / \ \ 4 SHEET 4 ' * _ r '] : * = DWG.BY: JWJ \ i II �/ / / :T/(TE•F Q GDHK.er: S. SAFFEL ® -' _ _ ®- ___ _ _ _ ''..„°,1: 1-1•'DigsO P'' �� __ DRAWING no.: ETAIL 2 - W HEAD JAMB DETAIL 3 - @ THRESHOLD DETAIL 4 DETAIL 5 DETAIL 6 � .",eRR•i, �o BUILDING DROPS, INC. 5=2104 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB 'gyp/E E Oa-FT".`295 8 Phone:954-399-8478 FHPE /'lrlrrlfzas7e Fax: 954-744-4738 SHEEP 5 OF 8 • 7. 107.00"MAX. O.A. FRAME WIDTH • al @ f. ..4. . . . .(.... . - .g.- V.- .1 37.75"MAX. O.A. o oc r ® FRAME WIDTH � SEE DETAIL 2 I tit- o v 1 ON SHEET 5 Z p t\i 4.50"TYP.- SLS DETAIL 4 Z W 0 i 16.41" TYP. W co 3.00" TYP.' - 9.00" IYP. 13.41" TYP, 01 SHEET 5 3.00, $.00" TYP. -- - 6.00" TYP. 6.00" `�. TYP. I I- 3.00" TYP- 1-- ' -3.0O" lIP. TYP. SEE DETAIL 4 W -j -7 2 6 TYP. I I I' I I I III III I I I I i I I E TYP. 6 TYP. I ► ON SHEET 5 " he a 7.375" . 7.375" ', TYP. TYP, I 65SEE NOTE 5 _� 5SPACES SPACES ' 31" ;PACES 31" wON SHEET 4 @ 11.54" c@ 13.85" ® @ 13.85 oo- - SEE DETAIL 5- - . 81.25 ON SHEET 5 81.25" SEE DETAIL 6 $Q Q (3_,MAX. 7NMAX. /-ON SHEET 5 ,' o�wO.A. L y al O.A. yq55 $z z zc, 9i6'FRAME 5.50" ® FRAME t Wz J zHEIGHT - - - HEIGHT 5+0" I I S m zoQO . H,w vwi 031" 31" • o¢� aet U aa O • . U.,,_ 36.625" 36TYP. .625" • a `° a TYP. y 5:-M-2,ti U ,_i_.-__L., f I 1 I 11 1 _ I I 1 o m(a w a V 3.00" TYP:- L_ E3.00" TYP,---1 Li Q -I -,00" TYP. 6.00" 8.58" oi�o 3.00" TYP. 7.00"TYP. -- 7.00" TYP. ® TYP. TYP. W W W,0 0 IIIIMMIllMII 000�EE o - - ® o 000 �J � SEE DETAIL 3 oosozz ON SHEET 5 SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS o o o o w VIEWED FROM INTERIOR h N 1,.. Cs., 0 0 � DOUBLE DOOR WITH SIDELITES ANCHOR LOCATIONS � VIEWED FROM INTERIOR N o N o v \tttnntrr/// �� ��� n n o c M \\\ /// o o a o 0 SLG h�'f` c'p DATE: 9-11-01 ` : N /7�{y�'?'O - Prepared By: SCALE: N.7.S. _ * . .� !.,.: * _ DWG.BY: JWJ -a :T•T CNN.BY: S. SAFFEL 'A %. Q'.' ��`� DRAWING Na.: / 1 aQap„�, BUILDING DROPS,-INC. S=2104 S5) 6E�A�Q+��e i`$S8 Phone: 954-399-8478 FePe a' Attigifin ilio.29378 Fax; 954-744-4738 SHEET 6 OF 8 /.i+tlttttt�” r„- • cb EXTERIOR m ¢ t- cC) ccl S%�\.•, 0.125" MIN. Z ¢ 9ri M 111111114:4- - 4.1F-4- 1\i TEMP. GLASSZ a Q co► „ HICKNESS W w Li Cp w � � =_, moxa INTERIOR G.50 GLASS BITE 49 0 #ZD ED 0 to to®ONESHT7 42 EXTERIOR 0.500" MIN. GLAZING DETAIL 1 GLASS TIN. 0.125" TEMP. 0.250"AIR o 00 CDL LITE FRAME SINGLE PANE A GLASS SPACE g,.-Q Ec 1/8"TEMPERED GLASS 110911 1 0 o SPARTECH %q,_ o z POLYCOM PP5530 C13 III f f w i J 38 f N o o E cs ® �/ 25"x .50" L 0.125" TEMP. 0 3 v 0.50' INTERCEPT GLASS � 'i'o ,. INTERIOR v o a x o GLASS STEEL SPACER o ""co BITE cc ~ 41) a < S. e w SEE NOTE 8 ON SHT. 4 CO'N A. U L.U m wo m.E' EXTERIOR ilk 1 r 0.125" TEMP. GLAZING DETAIL 2 w 2 @o o o TRINITY LITE FRAME N N GLASS 1/2"INSULATED TEMPERED GLASS 1 LUPOY EU-5007 1.000" MIN. w 1-,-. w o 0 I , 0.750"AIR SPACE g "" �I //I GLASS THK. 45 0 0 o z �� .�� 000a www �� .75"x .50"INTERC 'T L 0.125" TEMP. NOTE: ALL GLAZING CONFIGURATIONS o o 0 o w w INTERIOR ,STEEL SPACER GLASS SHALL COMPLY WITH SAFETY ""' 0.50' ^^N N N N GLASS GLAZING REQUIREMENTS OUTLINED �� :-.�R. IN FBC SECTION 2406. o^^ `�v N ^N O CDSEE NOTE 8 BITE ``,`` �S F rrrO,,�,'` W o m¢• ON SHT. 4 �� 9-11-01 `� &,<4Y'...\ ,p i DATE: 'Z ,' O l',.._. SCALE: N.T.S. GLAZING DETAIL 3 Prepared ey: TRINITY LITE FRAME _* . N s7 ;"* : DWG. BY: JWJ 1"INSULATED TEMPERED GLASS = -o :T T, r t CHK.BY: S. SAFFEL LUPOY EU-5007 � 'A I • <u . 47 0 ' '92 1. . -DRAWING NO.: �- 1084..91 7 S=2T04 i ob-•-.` BUILDING DROPS INC:" �P�� �aa ,`,b�sa Phone: 954-399-8478 fip9 izw o.save Fox: 954-744-4738 SHEET 7 or 8 - 1.670" I - 1.670" - - 1.670" - - 1.670" - - 4.5625" _-T - 2.188" - 1.210" '/�ji/% 1.o00" 1.000" 1.042" } / //// / jj/ o.7so" ��_ I /. / t 1 t / cpo to 12 DOOR(0.020 STEEL 13 FINGER JOINTED PONDEROSA ODOOR LATCH STILE 11 DOOR TOP RAIL ©© WOOD JAMB RAIL DOOR HINGE STILE } UZ CC C6 m v PINE WOOD LVL ♦ FINGER JOINTED O N Q� PONDEROSA PINE W w -I a v 'I I 0.513" I -, -1.- 0.125" L - c ea - 1.645" -{ , 0.529" { i ' I AM ii�iii / 0.380" � 0.500" 1.54" 1.5441.586 �ii.i��#� 0.831" ' f i i i 1 [..-- 0.140" I- 1.750" -I 1- 1.750" -'1 I- 1.752" -I0.530" - =22.5212.519" - - 2.621" WOW (7-7`\ CORNER BLOCK FOR 10 COMPRESSION WEATHERSRTIP 45 1/2" I.G. TRINITY LITE FRAME 47 i"I.G. TRINITY LITE FRAME 38 1/8" S.G. ODL LITE FRAME ooh z STEEL BOTTOM RAIL SCHLEGEL Q-LON QDS 650 POLYPROP. POLYPROP. POLYPROP. g t;,,,- z MDF x 3.0" LONG TRINITY PLASTIC LITE KIT MATERIAL TRINITY PLASTIC LITE KIT MATERIAL ODL PLASTIC LITE KIT MATERIAL o a 1.500" - APPROVED UNDER NOA #07-0828.01 APPROVED UNDER NOA #07-0828.01 APPROVED UNDER NOA #10-1209.01 $z a - 1.250" 1.109" 0.868" I + ' z 0.482" -� 0.585" L Al 0.375" '3 1 I 0.375" -I a, } --{ - 0.624" 11O 0 3/8"QUARTER ROUND 3 o o o 32 SIDELITE STOP o 0,a�- 1.750" p 1.736"'0.675" t PINE 2.040" O O ea ct m 2.5000 a o ASTRAGAL HAS TWO 0.3125" 2.137"i.012 DIA. x 9" LONG BOLTS; I 1 } O l t an- T, 1 ON TOP, 1 ON BOTTOM 0 O -I 1.375" ` J n 1 1,-i//...///4 U f 4'/////41 250" '�� m c�c' r 1.025" 1.381" r- ' 0.097" I 4.000" I W m ASTRAGAL (IMPERIAL) ASTRAGAL STRIKE PLATE 52 DOOR LATCH STRIKE PLATE DOOR LATCH DEAD MULLION CAP HALER STEEL BUTT HINGE .-)-,19`g 40 6063-T6 ALUMINUM 41 (IMPERIAL 0.125"STEEL) STEEL 53 BOLT STRIKE PLATE 28 O STEEL PINE (81.25" LONG) 4 x 4"x 0.097"THK. STEEL w= W W W m O O 11.875" 1 r 1.710" - I 1 �� E 000-�� � \ • u 0.582" 1.000" • 0 0 0 J DIA. VARIES WITH /� o 0 0 0 HARDWARE USED �j�// 4 041" f 110 0 1//// LON0000 //lit 11/ OUTS I G STANDARD BUMP FACE THRESHOLD o--Nee,,O //// ,� i rt.m/®Fp ALUMINUM - BY PEMKO o o g o 0 0 4.000" // SES p YGIy WOOD INSERT w w o o m<' // ' DATE: 9-ii-01 �/j// .....„?...z.407,..\... �g/+'O Prepared By: SCALE: N.T.S. j///' -* . ,� i *- DWG. BY: JWJ 3 ro . "TAT of cc = CHK.BY: S. SAFFEL Q �. / ��P-: Au C(� DRAWING NO.: WOOD LOCK BLOCK 'moi�-paRio�a a..'Aira`icd s BUILDING DROPS, INC. S-2104 15 FINGER JOINTED PONDEROSA PINE �pi�ji�e���y�Za Phone: 954-399-8478 FePe i i t A`51 0.29578 Fax: 954-744-4738 SHEET 8 of 8 398 East Dania Beach Blvd. 4/4\ BUILDING DROPS Suite338 . Beach, A. Dania 33004 F L Ar Pe feet Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.7444738 FX contact@buildingdrops.com Product Evaluatity Re, ort of JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Opaque Outswing Impact Door Units With & Without Non-Impact Sidelites for Florida Product Approval Report . 339 Current Florida Building Code Method: 1 — A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Contours Steel Door, Wood Edge Material: Steel/Wood Product Dimensions: 107"X 81.25"(Maximum) Prepared For: JELD `. , c. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 `�����i i►►►��� o S F. $6, z,„ Prepared by: Q' .••• • F HermesF. Norero, H . �- . O Florida Professional Engineer#73778 _ *- Date: 02/02/2015 -o _ .TAT • tY Contents: T 4 Evaluation Report Pages 1 —4 /�S6, .....•• �G\ �`� //i// /ONAL �‘‘ Digitally signed by Hermes F. Norero, P.E. �►►►►► ti‘1‘. Reason: I am approving this document Hermes F. Norero,lP.E. Date:2015.02.18 12:18:39-05'00' Florida No. 73778 BUILDING DROPS Date: 02/02/2015. rF ) A Perfect Solution in Every Drop Report No: 3398 Certificate of Authorization:29578 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Contours Steel Door,Wood Edge 107"X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL it 73778)for JELD-WEN,inc. based on Method la of the State of Florida Product Approval, Florida 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 S-2104,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 Florida Building Code, including 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 door product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building Code. 5. Site conditions that deviate from the details of drawing 5-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 02/02/2015 - Certificate of Authorization:29578 Report No: 3398 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). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization# TST1577) Report#: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#: QUA1789) 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84-08 Report#: 3113726SAT-001 R1 Report Date: 03/13/2009 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current FBC including HVHZ provisions. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 _ _ BUILDING DROPS �' Date: 02/02/2015 A Perfect Solution in Every Drop Report No: 3398 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates are as 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. B. For concrete or masonry substrate where one by(1X), non-structural,wood buckling is 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. C. For concrete or masonry substrate where wood bucking is 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 (5-2104)for anchor spacing and more details of the installation requirements. Design Pressure: Desi:n Pressure XX •XXO X,OXO,XO, OX Positive PSF* Positive 66 PSF* Outswing Negative 57 PSF Negative 70 PSF *Units meet water infiltration requir = -s corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4