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HomeMy WebLinkAboutProduct Approval 01/09/2018-12:07pm inteml V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts1_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' BASEDONKd=0.85 //�� ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONE PRESSURES EXTERIOR ZONES PRESSURES �J (SEE BELOW) 4 INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSF)-ZONE 4 4. Mean DESIGN PRESSURES(PSF)-ZONE 5 n IDENTIFY THE ZONE OF THE OPENING``AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER THE 2 - URE BELOW LEFT OR INFOR ON'PROVIDED TO'YOU 8Y-O,THERS. Roof Tributary Area( �' Roof Tributary Area(Sq Ft)U -� 1.1. ANY QUESTIONABL IOPE NG;ISTO RECONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE Hei ht 10 20 30 40II,11 50 ` Height 10 20 30 40 50 5• �[� ` Ad/ 1 .� t'. �/ \1./IDENTIFY THE BUILDING MEA AVERAGE)-xCOE HT FROM THE LOWEST GROUND ELEVATION.IF -41.0 -39.3 -38.3 -37.6^ 3 i„ a -`V/ -50.6 -47.2 -45.2 -43.8 -42.7 7RE MEAN ROOF HEIGHT CANNOT.BEIDENTIFI D USE;THE PEAK(HIGHEST)ROOF HEIGHT. 0-15 ft LI' ;` � '. 15 ft 2.1. ALWAYS ROUND UP:ROOF`F)EIGHTS�TO NEXT�,TABLE VALUE. +37.8 +36.1 +35.1 +34.9-x+33143, r',, ,, +37.8 +36.1 +35.1 +34.4 +33.8 2. VALID FOR ALL ROOF,SL0 ES FOR SLOPFSr Y0°;'SEE AN ENGINEER FOR REDUCTIONS. •'� 3. CALCULATE THE TRIBUTARY'AREA:O THE.OPENINGIN QUE6'TION AS THE GREATER OF(HEIGHT" 18 ft -42.6 -40.8 39.8 38. "+s 18 ft -52.6 -49.0 -47.0 -45.5 -44.4 TH)OR THE SPAN LENGTH(HEIGFIT)'^�1N~EFFECTNE WIDTH OF 1/3 THE 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 STRUCTURAL-OPENINGS ONLY-HIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. -43.6 -41.7 -40.7 -39.9 -39.4 -53.8 -50.1 -48.0 -46.5 -45.4 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST 20 ft +40.2 +38.3 +37.3 +36.5 +36.0 20 ft +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 -47.5TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 4 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 I ACCORDANCE WITH CODE. 5.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF -47.4 -45.5 -44.3 -43.5 -42.9 -58.6 -54.6 -52.3 -50.7 -49.4_ 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 30 ft +43.7 +41.8 +40.6 +39.8 +39.2 30 ft +43.7 +41.8 +40.6 a39 8 +439 2 GENERAL NOTES: -49.0 -47.0 -45.8 -44.9 -44.3 -60.5 -56.4 -54.0 .5-23e 0�- , .r TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft 35 ft s 41. L 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 `+,4111-,--+40.5,..�l2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. -50.4 -48.3 -47.1 -46.2 -45.5 -62.2 -58.0 -55.6 :-5'3 8.`-64.1S' X2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS 40 ft +46.5 +44.4 +43.1 +42.3 +41.6 40 ft +46.5 +44.4 +43.1 `'+42 6 THAN THE RATED LIMITING WIND VELOCITY ABOVE. �- TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. -51.7 -49.5 -48.3 -47.4 -46.7 -63.8 -59.5 -57.0 -55.2 _=53:8L-- 4.INTERNAL PRESSURE COEFFICIENT(GCp1=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft 45 ft 5.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. +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. 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 50 ft -52.8 -50.6 -49.3 -48.4 -47.7 50 ft -65.2 -60.8 -58.3 -56.4 -55.0 7.THIS DOCUMENT ISA MASTER PLAN SHEET,NOT A 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 SEALED 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 CORRESPONDINGTABLES AND +49.7 +47.4 +46.1 +45.2 +44.5 55 ft +49.7 +47.4 +46.1 +45.2 +44.5 DICTATED AND VEIFIED BY THE GOVERNING BUILDING ILD NGDEPARTM NT AND PERMIT E MIT HOL R.NO WARRANTY&OTHER COEFFICIENTS LISTED HEREIN SHALL FOR - APPLICABILITY OF THE USE OF THESE TABLES ISMOFF.ERED-HEREIN. 60 ft -54.9 -52.6 -51.3 -50.3,--49.6 -67.8 -63.2 -60.5 -58.6 -57.2 10. THIS SPECIFICATION DOES NOT,OFFER-ANY.RRODU APPRQVED CERTIFICATION. REFER TO ANY SEPARATELY +50.6 +48.3 +47.0 +46 O +g�'3'```" 'Olt SUBMITTED TEST CRITERIA AND OTH R7A 2PROVALS-FOR-DESIGNNK INSTALLATION INFORMATION AND APPLICABILITY 1i +50.6 +48.3 +47.0 +46.0 +45.3 OF THESE TABLE VALUES WHICH IS T ,BE VE[LIFIEDIBYOfi ERSN'ACCORDANCE WITH GOVERNING CODES. �L-1�., ; ` 11. ADHERE TO ALL LOCAL IMPACT ,ROTEOTID -SYSTEM;PRI;•N,4�NCES. 12. NO CERTIFICATION IS OFFERED FOIL HEINTEGRITf/OF,HE HOST STRUCTURE. 1`�`�', p< 13. EXCEPT AS EXPRESSLY PROVID D.HERl3N,NO DDITIaNAL'.'CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. ,,,_ m .. ,°:\ (4 _ - sof/: INTERIOR ZONER, EXTERIOR 20N RCi9F HEI HT EXPLAINED LEAST HORIZONTAL C u,m N 218 o T -� ti,r;r r: ;`ani' �i t'I+ of z20'-'OOr22►'�00.". 1 t DIMENSION t m�'-m O Am m0 �L�'z a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF M�A14-ROOF PEAK ROOF z 2 C 3` m 2 ►� O HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT © © m o G)O 3 A�__.. M m ITl X -1 D HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. \ N A m D D 2•aD y C 2 N Z CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF ROOF \Q ® m In z rrr--.C D a'z 0,11):•"n -o O 70 r--r REQUIRED. MEAN EAVE HEIGHT \ rmgr °z m m D a m,oy►y+ 1--1 -4 r a a ROOF ROOF -2(111g2("2.9.>61801 . 1 O HEIGHT HEIGHT zI xO-IOzgPzzmr1I TTl O 523 O O� O O�Zop:IOmC1-zmr�-1 O C Z (/) ® ® ® t'a PLAN VIEW ® cn >>>-12( WI nesl-<..1 o Orn rn © Cr © 5 \ ocz-po°r-c1ms rm� m ° Z D Or �� COMPLEX -no Nma-H z r 2 c/1 -n (- ,t ISOMETRIC CORNERS \ °z in m N v ;� o v O r ELEVATION k a © 5O o�^ '� 7' , a INT ISSUE GSS TSB 0305/E12 6TH EDITION FLORIDA BUILDING CODE �, ENGINEERING o€N�q` 0 m> m 3. = REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 „ 0 2017 EXPRESS® pr z REV 2014 FBC DGM TSB 06/10/15 r r� o ® ( _ �°i„ 'B UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10,-CHAPTER 30 CORPORATE OFFICE: - Z\ m = z m 160 SW 12th AVENUE, SUITE 106 g; . v - lc I-' z I--& m - - - - DESIGN LOADS FOR COMPONENTS&CLADDING m M- z ( DEERFIELD BEACH, FL 33442 o v _I---, V Z MASTER PLAN SHEETm o I L1 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 o - vo -� >2 AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 S 1 o '_ 11 'a WRITTENCONSEMOFENGINEERINGEXPRESS,ALTERATIONS, ASCE 7� O E:HELLO@ENGINEERINGIXPRESS.COM Z • `l w Q PERMITTED AND INVALIDAATTEO R CERTIFICATION. ARE NOT ENGINEERINGEXPRESS.COM c0 CO Y Florida Building Code Online 'll.. 'i --k.'- - ,.'-,. :,.- ., -- ," r < a -n a fP ] Via' % 5.el ]a [�. • .. .-.•_•'..7.:,_.:.:..±L,-,L.,:11_:_....- . . . 3 `�12 7{`l led.�"e % .d 'm t d _ .,, ,�..� ......,�� W ,a�___..._ .__.. . .._�_....�__.... . .,__ a.. -Ad �.:. �..5.x'1€u,».�_.����,$ ;;,:• . BCIS Home Log In User Registration Hot Topics Submit Surcharge ; Stats&Facts Publications FBC Staff BCIS Site Map Links • Search ::0i iii? i ,jProductAPProvaI �' gtr USER:Public User Product Aonrov?l MPrgi>Frothier or Application Soarch>Application list>Application Detail FL# FL13541-R14 Application Type Editorial Change Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. '.! Comments , Archived 0 Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 ' fbcl@jeld-wen.com " - . s Authorized Signature Jason Kantola fbcl@jeld-wen.com ' Technical Representative JELD-WEN Corporate Customer Service I Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800) 535-3936 d customerserviceagents@jeld-wen.com .-..)•:.. Quality Assurance Representative . . Address/Phone/Email f Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute ,l Validated By National Accreditation&Management Institute I Referenced Standard and Year(of Standard) Standard p r AAMA 1304 2002 z, ASTM E283 2004 ASTM E330 2002 .t TAS 202 1994 .: ` Equivalence of Product Standards E Certified By ' li 1Ii 1 Imp:i.'www.Floridabuilding.orgipr/pr_app_dtl.asps?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgrnVFSXzhA5o1A%3d%3d[4/11/2018 5:29:50 PM] j Florida Building Code Online Product Approval Method Method 1 Option A ' Date Submitted 02/01/2018 Date Validated 02/02/2018 Date Pending FBC Approval • Date Approved 02/07/2018 r Summary of Products , FL# _ Model,Number or Name Description •• 13541.1 i A. Design Pro/Smooth Pro/Studio Single(X) Opaque Fiberglass Door, 3'-0"x 6'-8" and 3'-0"x Fiberglass 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate • ' - Approved for use in HVHZ: No FL13541 R14 C CAC NI011906.01-R7.Ddf • • Approved for use outside HVHZ:Yes FL13541 R14 C CAC NI011906-R6.odf • Impact Resistant: No Quality Assurance Contract Expiration Date • • Design Pressure: +50/-50 03/30/2026 •• Other: Installation Instructions • FL13541 R14 II A010831A SS 2014-09-26.Ddf •• " Verified By: Hermes F. Norero 73778 • , Created by Independent Third Party: Yes Evaluation Reports •• • FL13541 R14 AE PER2742 SS 201.4-09-26,pdf • Created by Independent Third Party: Yes 13541.2 .B. Design Pro/Smooth Pro Single(X) Glazed Fiberglass Door, 3'-0' x 6'-8' and 3'-0"x Fiberglass 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate • [ Approved for use in HVHZ: No FL13541 R14 C CAC N1011921.01-R6.pdf •• Approved for use outside HVHZ:Yes FL13541 R14 C CAC NI011921-R7.pdf Impact Resistant: No Quality Assurance Contract Expiration Date •• Design Pressure: +50/-50 03/30/2026 •• . Other: Installation Instructions [ FL13541 R14 II A010832A SS 2014-09-26.pdf ' - Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports •• FL13541 R14 AE PER2743 SS 2014-09-26.odf Created by Independent Third Party: Yes • 13541.3 C. Design Pro/Smooth Pro/Studio Double(XX) Opaque Fiberglass Door, 6'-0" x 6'-8"and 6'-0"x Fiberglass 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate • Approved for use in HVHZ: No FL13541 R14 C CAC NI011907.01-R6.odf • • Approved for use outside HVHZ:Yes FL13541 R14 C CAC NI011907-R6.pdf • Impact Resistant: No Quality Assurance Contract Expiration Date • I Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions • • FL13541 R14 II A010833A SS 2014-09-26.pdf Verified By: Hermes F. Norero 73778 • • Created by Independent Third Party: Yes •• i Evaluation Reports • • FL13541 R14 AE PER2744 SS 2014-09-26.odf • Created by Independent Third Party: Yes • E 13541.4 ^D. Design Pro/Smooth Pro Double(XX) Glazed Fiberglass Door, 6'-0"x 6'-8"and 6'-0"x Fiberglass 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate . , Approved for use in HVHZ: No FL13541 R14 C CAC NI011908.01-R7.Ddf Approved for use outside HVHZ:Yes FL13541 R14 C CAC N1011908-R7.odf Impact Resistant: No Quality Assurance Contract Expiration Date . • I Design Pressure: +50/-50 03/30/2026 . Other: Installation Instructions Fl 13541 R14 II A010834A SS 2014-09-26.pdf ' Verified By: Hermes F. Norero 73778 ;� Created by Independent Third Party: Yes Evaluation Reports ;el FL13541 R14 AE PER2745 SS 2Q14-09-26,Ddf ,' ;� _ http=www.Iloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgrnVFSXzhA5o1A%3d%3d[4/11/2018 5:29:50 PM] Florida Building Code Online " `0 1 ( Created by Independent Third Party: Yes i■ 13541.5 i E. Design Pro/Smooth Pro/Studio Single with side lite(s) (X,O/O,X/O,X,O) Opaque Fiberglass Fiberglass Door, 9'-0"x 6'-8"and 9'-0"x 8'-0", Inswing and Outswing j Limits of Use Certification Agency Certificate . Approved for use in HVHZ: No FL13541 R14 C CAC NI011910.01-R7.pdf " Approved for use outside HVHZ: Yes FL13541 R14 C CAC NI011910-R7.odf •• Impact Resistant: No Quality Assurance Contract Expiration Date `i Design Pressure: N/A 03/30/2026 Other: ' Installation Instructions . FL13541 R14 II A010835A SS 2014-09-26.odf Verified By: Hermes F. Norero 73778 • •Created by Independent Third Party: Yes Evaluation Reports • FL13541 R14 AE PER2746 SS 2014-09-26.odf ' Created by Independent Third Party: Yes • • • 13541.6 IF. Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O) Glazed Fiberglass Fiberglass Door,9'-0"x 6'-8" and 9'-0" x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate •• Approved for use in HVHZ: No FL1.3541 R14 C CAC NI011923.01-R7.pdf , Approved for use outside HVHZ:Yes FL13541 R14 C CAC NI011923-R7.pdf • Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2026 Other: Installation Instructions FL13541 R14 II 13541.6.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R14 AE PER2747 SS 2014-09-26.odf • Created by Independent Third Party: Yes •• • • i 13541.7 �G. Design Pro/Smooth Pro/Studio Double with side lite(s) (XX,O/O,XX/O,XX,O) Opaque • I Fiberglass Fiberglass Door, 12'-0"x 6'-8" and 12'-0" x 8'-0", Inswing and Outswing • Limits of Use Certification Agency Certificate • • • Approved for use in HVHZ: No FL13541 R14 C CAC N1011911.01-R7.pdf Approved for use outside HVHZ:Yes FL13541 R14 C CAC NI011911-R7,pdf •• • • Impact Resistant: No Quality Assurance Contract Expiration Date •• • • • { Design Pressure: N/A 03/30/2026 •• r Other: Installation Instructions •• FL13541 R14 II A010837A SS 2014-09-26.odf • Verified By: Hermes F. Norero 73778 • ` Created by Independent Third Party: Yes • . Evaluation Reports . FL13541 R14 AE PFR2748 SS 2014-09-26.odf •• • • ^— i Created by Independent Third Party: Yes •• • 13541.8 H. Design Pro/Smooth Pro Double with side lite(s) (XX,0/0,XX/0,XX,O) Glazed Fiberglass Fiberglass Door, 12'-0"x 6'-8"and 12'-0"x 8'-0", Inswing and 1 • Outswing i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541 R14 C CAC NI011912.01-R7.odf • ' ; Approved for use outside HVHZ: Yes FL13541 R14 C CAC NI011912-R7.odf Impact Resistant: No Quality Assurance Contract Expiration Date • Design Pressure: N/A 03/30/2026 •• Other: Installation Instructions • ' FL13541 R14 IT A010838A SS 2014-09-26.odf • Verified By: Hermes F. Norero, P.E. 73778 •• . Created by Independent Third Party: Yes Evaluation Reports • ` , •, FL1.3541 R14 AE PER2749 SS 2014-09-26.odf Created by Independent Third Party: Yes �, • Contact Us::7601 Blair Stone Road.Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 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 __i 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 http:'www.lloiidabuilding.orgipr/pr_app_dtl.asps?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgnIVFSXzhA5o1A%3d%3d[4/1 1/2018 5:29:50 PM] ii !I NOTICE OF PRODUCT CERTIFICATION D CERT1F7C ,, rAccRt04. CERTIFICATION NO: NI011908.01-R7 (i c-®rix DATE: 03/19/2014 CERTIFICATION PROGRAM: Structural 4"17 COMPANY: JELD-WEN '�4�`ttireNt1 :A.6 vs���: CODE: 1822-1 v REVISION DATE: 02/01/2018 - 7ED PRC .. 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 NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN"Design Pro/Smooth Pro/Studio" 3737 Lakeport Boulevard Fiberglass Full Lite Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Doors Configuration:XX Glazing: Insulating Glass(Tempered) IS Frame: W-1879mm(74.00") H-2487mm(97.93") OS Frame:W-1879mm(74.00") H-2466mm(97.12") Panel: W-908mm(35.75") H-2419mm(95.25") DLO: W-606mm(23.87") H-1587mm(78.87") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Qualifies Configurations:XX AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-234/SJW2013-235/SJW2013- 251/SJW2013-252/SJW2013-253/NCTL-210-3925-03/SJW2014-032/NCTL-210-3930- 01/NCTL-210-3930-02/SJ W 2014-069/SJW2014-079/W-1662/W-1699/W-1783/w-1799 Expiration Date: March 30, 2026 Administrator's Signature: '� NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804) 684-5122 / ii 11 NOTICE OF PRODUCT CERTIFICATION , ,t.,cERT1P70,Q ,, o o1.,"CCkF�f,Qy CERTIFICATION NO: NI011908-R7 ''d ' DATE: 03/19/2014 2 x CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN " , ws.<" CODE: 1.822-1 E,41E:r"i V REVISION DATE: 02/01/2018 7ED P110v�' To verify that the"Notice of Product Certification"is valid,please visit www.NAIVIICerti fication.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 NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN"Design Pro/Smooth Pro/Studio" 3737 Lakeport Boulevard Fiberglass Full Lite Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Doors Configuration:XX Glazing: Insulating Glass(Tempered) IS Frame: W-1879mm(74.00") H-2081mm(81.93") I 1 OS Frame: W-I879mm(74.00") H-2063mm(81.25") Panel: W-908mm(35.75") H-20I2mm(79.25") DLO: W-606mm(23.87") H-I 587mm(62.50") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Qualifies Configurations:XX AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-234/SJW2013-235/SJW2013- 251/SJ W2013-252/SJW2013-253/NCTL-210-3 925-03/SJW2014-032/NCTL-210-393 0- 01/NCTL-210-3930-02/SJW2014-069/SJW2014-079/W-1662/W-1699/W-1783/W-I 799 Expiration Date: March 30, 2026 Administrator's Signature: .>140 NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 / 1 i74"MAX.0.A..WIDTH PREPARED DY: 5 I n JELD'WEN /�i \ 0 J BUILDING DROPS,INC. WINDOWS & DOORS' / \ I E IVB E.RANIA REAGIN RIND,STE 1:8 DANIABEACH.rl33mi a PH.IRS413938478 I— 6 EAR:195J1Ti1.4T88 W ice---I'9 4 Z WEB O'*l,bu,din,druon c..c DESIGN PRO/SMOOTH PRO FULL LITE / ��_ ('N I- ��2 I sed NON-IMPACTnEj °O LL ACTIVE INACTIVE °oLU FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) =a z O?Q \ / I 5 M O1_ W _I wLL v. CL Li pQ a '4'-'2.. 3 / / tia W m ..,ai O Z Z Z m GENERAL NOTES: 2 0 w 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT <(.3.14-.)(7) O\z Q 0 INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE • cc > Z z„ (FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: v a w LLI ¢ [14' • ASTM E330-02 1 TYP.ELEVATION 1 ED w vi 1 6'-8-DOOR HEIGHT W J W • ASTM E283-04 Q CC • AAMA 1304-02 74"MAX.O.A.WIDTH O U p • TAS 202-94 0 <Q t , w 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE ©- v C0 W� RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE Ti' FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OFINSTALLATION. REMARKS BY DATE 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR Add Mule-Point Lock cL 00/12/14 A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS _60Add TAS 202.94 Standrd SM 09/22/14 DOCUMENT. aEG4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACTN u¢ mS�cw+SrvI GINE Pxw•mrrm emw•roLPOI•s.me RESISTANCE. m O O AND 90U Hol BE.REPRODUCER is winos,oe PART OEAuexnnunq aomua AMwciala,urnc.on 0KKRS. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. loan MAPPINGS TOTI Oocu T NDTPEPNITTED AND z w INP IL040 '1dJ5rrpc6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN E=3 =a HSS` S F.•Ai 77GLASS,DECORATIVE,AND EXTERNAL AND INTERNAL WROUGHT IRON.RADIUS(SHAPED)LITES ARE QUALIFIED p v `..s��E / 41)K(FOR 6-8"DOORS AT DP+/-50 PSF ONLY. �7 r�/-.).'p 0 11 • 7. NOTE:AFC°H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.0 PSF.REMAINING CO/7 7 ..,e SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT .* . MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY ::. •0 •• •T• tr OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH_OH HEIGHT 15 21.0 r AiaI �O••. ( Q9P':•A/� �Utt,T .. 0 TYP.ELEVATION 2 39RL`o947A �'L4 1 8'-0•DOOR HEIGHT DANIA SEACII,11 MOO TABLE OF CONTENTS rPAL COO.OP AUINOR EATION NO.19. SHEET REVISION SHEET DESCRIPTION NOTE: Digitally signed by Hermes F.Norero,P.E. INACTIVE AND ACTIVE DOOR PANEL Reason:I am approving this document 1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ORIENTATION IS INTERCHANGEABLE. Date:2014,09.2614:55:17-04'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14 MAX.OVERALL DESIGN PRESSURE(PSF) 3 A OPTIONAL 2X BUCK ANCHORING DETAILS NOMINAL SIZE MISSILE DWG.BY: CHK.BY: 4 A , VERTICAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT GL/TJM SS MSS WIDTH HEIGHT RATING SCALE: NTS 5 A HORIZONTAL ASSEMBLIES POS. NEG. POS. NEG. 6 A GLAZING DETAILS XX G'-0" G'-8" 50' 50 50' 50 NON-IMPACT DWG.B:A010834A 7 A WOOD SUBSTRATES XX RADIUS G 0 _ 6'13" 50' 50 !! 50' 50 I NON-IMPACT SHEET: OF9 _ 8 A _ _ CONCRETE SUBSTRATES _ _ _ XX I G 0 8 0" 50' 50 1 50' 50 NON-IMPACT I __ ___)1_ 1 9 A COMPONENTS&BILL OF MATERIALS 'SEE G L NO i••r• •INFILTRATION rrnuvcu DILLS. J - - - 11 -- • - INSTALLATION NOTES: PREPARED DY: 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. `_'I 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIMS)SHALL BE A 198 E.IMNIA BEAN 111v0.Si E.110 NON-COMPRESSIBLE COMPOSITE OR BETTER. OANIA ntnCN.it 00004 NC(9,1)39,3478 100:195)1]44.4]38 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO W40 ANNw.bulIchngdropt.tuni STUCCO,FOAM,BRICK VENEER,AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST RE MADE OF CORROSION RESISTANT MATERIAL I- -8 OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR SEE TABLE 74"MAX.O.A.WIDTH --IN m-o MANUFACTURER'S INSTALLATION INSTRUCTIONS. FOR QTY. H F o m r 1 1/2"TYP. 23 d .. S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 0 n J m m 3"TYP. 3"TYP. 0 z W,...a JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE J �I-- SHELL OF BLOCK. I I I eL U 0 15 x 1 G21; - - I G2 �a ,^"axQ 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK _—'-" i """—""- --"—' O Q "' a�` CONCRETE/MASONRY CONSTRUCTION. 1 - I '� I 2 t_4‹ m H O 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE 'Z O FOLLOWING PROPERTIES: I 4 } L z A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. I— B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 6o io L9 L. I FCT21 1Z7 W C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH �4 m= co H 0 �" OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 cn.N ra- ! p I PSI. ' . z U ac D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH z�j LL 0. Q ® 1001 Q z OF 2000 PSI. 3 a z I I I I z Q 8. SEE SHEETS 7 AND B FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR 0 Z xx N I vwwi r LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. Q ~ REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM i I Add Multi-Point Lock GL 06/12/14 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. �II. IN' TIVE ACT'_E ANCHOR TABLE MIL II _I wwHwl D Inc PNwexry OI BDBONNO MN,.INC 6.8"DOORS 8.0"DOORS A2 3"TYP �ND6WVII'T WH BE REPRODUCED IN OLE OR PANT A2 INI6 rNOUI Mill.COMENI or BwImNG!MOPS,INC. D2 nuoauONt.Aounmrs.IncxucnNN6.ON GINO 3"TYP. NABUNGSTO I xu�r'4[ rPILOITTEDAND ANCHOR TYPE ANCHOR SUBSTRATE MIN. MIN.EDGE BOF B OF - INv Incvn,IPISdnrp/u SIZE EMBEDMENT DISTANCE MAX.O.C. MAX.O,C. �� , SPACING AT ANCHORS AT SPACING AT ANCHORS AT pTYP.ANCHOR LAYOUT \\\ E$F. �i� HEAD/SILL HEAD/SILL `J \\ ••• r '' JAMBS JAMBS 6,8.OR B•-0'DOOR HEIGHT \ '•. ••C� -- CLUSTERS CLUSTERS `�Z��.� r. •'C) WOOD SCREW 810 2%WOOD BUCK 1-1/2" 3/4" 17-1/2" 4 17-1/4" 4 ' OR FRAMING ' ITWTAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 4 17-1/4" 4 %T'T ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/S"-CONE. 1" 17-1/2" 4 17-1/4" 4 NOTE: ''j'KA�s•••"••'"".••CJ\=\\\` 1-1/4 -CMU / S \ INACTIVE AND ACTIVE DOOR PANEL ,,, LGNdY1s�,\\\ ORIENTATION IS INTERCHANGEABLE. rw t.DAq.��i�IJ.ataffoL�448 ITWTAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 11-5/8" 8 14-3/8" 6 DANA IMAM tl.rm FBA Mr OF AUINUNIU•rION NO.L'6]8 2-#12X3"PFH 82 SCREW C2 1-STRIKE PLATE E2 :' HOPPE#1965040 2-88X3 PFH ' SCREW F2 1-STRIKE PLATE 1-TOP ASTRAGAL 1-STRIKE PLATE r�� NOTE: STRIKE PLATE Al Ilb. INSERT PLUG _ _ "-, -+ .,-_moi HOPPE#2098945 HOPPE#1965040 DATE: L ' INTO BED OF SILICONE �` ° 2.48 X 3"PFM 02.05.14 NW .(M131= = �� ` DETAIL F2 SCREWS DWG. Y: CHK.BY: _ �� DETAILC2 �_ TYP.ASTRAGAL/ DETAIL 12 GL�TJM SS/MSS - 1 TYP.ASTRAGAL ��'��`— , Allak SCALE: NTS - INSERT PLUG WITH !EMMA MULTI-POINT DETAIL H2 L '.I TVP.TOP ASTRAGAL/ STRIKE LOCATION TYP.TOP ASTRAGAL - I♦��M MULTI-POINT STRIKE DETAIL B2 1-BOTTOM SHOOT 2-ABX2112"PFH MULTI-POINT �- �_ ONLY STRIKE PLATE H2 INNIW LOCATION DWG.It A010834A • ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG PFH SCREWS STRIKE LOCATION LOCATION 12 IN SILICONE OED (INSWING ONLY) DETAIL E2 4-#9 X 2 1/2"PFH �— 2-49 X 21/2"PFH SHEET: OF 9 W/STD.REINFORCEMENT PLATE (INSTALLI-ASTRAGAL ONLY PFH SCREWS I®st%"�m®I SCREWS UNDER REINFORCEMENT PLATE) ASTRAGAL ONLY STRIKE STRIKE PLATE ___ __ --__ _______ _ - _PLATE.FROM - -_ -C - _ _ _ _ _ 2 INSWIDNG SILL-SECTION VIEW HARDWARE KIT D OUTSWINEG SIxLLL SECTION VIEW 2 HEADSSECOTIONGV�I EW J PREPARED BY: ` - BUILDING DROPS,INC. :398 C.DANIA BEACH BI vn.STE 335 DANIA DEACII,FL 33001 PM:(95.0399•8178 FAC:1951)711.1738 4 1/2'TYP, 4 1/2;TYP. F WED'wL �n8 . ww uilddroc5.Com 11/2"OFFSETTYP. F" Lu • I^ I I f L f >.m.$ I - r2Ono 0 wLL^c 0 2 U U a x 1 . 0.. I W om� mgw N+ I J QdLL w �OZQz % 4 z K Zi. kp � � Wo a zu �� z + o a �= I a P + i--5 REMARKS BY DATE 1 TYP.ANCHOR LAYOUT I Add MDI[(-Pohl Lock GL 06/12/14 3 PTIONAI 20 BUCK IN CONCRETE/MASONRY 12=7, UA'a UIUND5.I N IWAIN(OMEN IO75UIU9MOINC ALIENATIONS. A2010N5,NPG09O AARKING510111i5oCU rag.n07PMTTD CEO D VAIIPAt 11/4"MIN.EMBED TYP. ,SN-, .,S F- 0:,i' SEE TABLE 7 /•: 2X BUCK ANCHOR TABLE III* c. '* . 1 : * O. } ®��I ..,.O. 6'8"DOORS 8'0"DOORS " -O • •T•T DC 11 MIN,EDGE MIN.CENTER �1 /�,,,�� � /Q 4J ` �� ANCHOR TYPE ANCHOR SUBSTRATE EMBEDMENT DIST.TOTO CENTER %O,p•'....;'=4!`� L44F ���� • SUBSTRATE DISTANCE MAX.D.C. MAX.0.C. ', C j 42 0- �1 SPACING AT SPACING AT �� s IGA ,4, 0 0 2X WOOD BUCK INSTALL. JAMBS JAMBS �4� fL1eDti`,`�� 2X WOOD BUCK - a9R l.DIININ�l111.��E.ssx ANCHOR PER BUCK ANCHOR TABLE ITWTAPCON I/4" CONCRETE/CMU 1-1/4" 2-1/2' a" 25" 30-1/4' oANlnxWOLDYOECF - 0295 clxr.OF AMOK/AWN NO.29578 3 2X WOOD BUCK INSTALL. q 2X WOOD BUCK INSTALL. li 1/4"CMU ELCO ULTRACON 1/4" CONCRETE/CMU 1' 4' 25 30-1/4" 1 OCRO555ECTION O SIDE VIEW DATE: 02.05.14 NOTES: DWG. Y: CHK. Y: GL/TJM SS/MSS 1. 20 BUCK IS NOT FOR INSTALLATION AT SILL.THRESHOLD SHALL BE FASTENED IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2. SCALE: NTS 2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.II:A010834A SHEET: OF9 PREPARED OV/^\ . / k BUILDING DROPS,INC. 388 E.DANA BEACH AVO.STE 117 DANIA BEACH,FL 33004 PH'.195413992478 FAX:1954)744.4738 WED,um..bued.nedr0..wni b p m O j O aX 0 N a t m III w LL a a 4 V J ¢s",.. 1 j j�/11. // I L, z y m n a // mil' o W ^'Y w w N H N a �J INTERIOR 1 EXTERIOR EXTERIOR INTERIOR a ,.""c 0 ' r (D W BI I ro W W a; W; g O OPERABLE HEAD O3 OPERABLE SILL (4 OUTSWING SHOWN-INSWING SIMILAR 4 INSWING REMARKS ,BY DATE ENDURA ZAIL4565F Add Multi-Point Lock GL 06/12/14 S UOLUMtNT 15 THt 1,1100 NTT UI nulLD Na,UNOPS.INC. AND SHALL NOT BE NEPRODUCID IN WHOLE OR PAN, WILHOUI CONSENT OF BUILDING DBMS.INC. AIIETAIIONS.AMMONS.NIGHgL[IGNIING.OR OMR MARKINGS TO THIS OOCINEWBEACO INMITTEn AND INVAMIt ;�`'e� UUS�n1Fk11°N� '* . , * INTERIOR EXTERIOR 0 INTERIOR II EXTERIOR '��0�;• T OP.;\�rc�u`�: "��NER E ., _k r �� NN 747 molitati f ,`,BL.D2rimiliii�'�`.R I . ;_.-.--- O DANIARnal,F333004 Fen CLhT.OF AU I NONI2ATION NO.295)8 04 OPERABLE SILL O7 OPERABLE SILL 4 OUTSWING 4 OUTSWING OPTIONAL AFCO H-497 DATE: 02.05.14 AFCO 1-2297 - - DWG. Y: CHK.BY: GL/TJM SS/MSS SCALE: NTS DWG.X:A010834A - SHEET: OF 9 / HINGE SCHEDULE PREPARED BY: DOOR HEIGHT QUANTITY HINGE DETAIL AT IAMB: PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP 6'-8" 3 `'' BUILDING DROPS,INC, 8'-D" 4 I 398 E.DANIA REACII RWO.STE 118 MANIA REACH.El 33001 I�[� ON(9511399 4438 - -SqUMII0 s\\\\\\\I otir{ m WEB ANNwbvfdlnBdrvPs.tOm \ � I l ti© INTERIOR 0 'C'72^oA5 \ \ = d - \\\ W \ O oJC.03 INTERIOR '\ cc O -Ti H CO x LL Li.1 a T 1-#9 X 2-1/2"PHILLIPS I_a w N, I z".„,„,,,, FLATHEAD WOOD SCREW O N lid\, OZ Q N — — , /'Ai �� 3-#9X3/4"PHILLIPS Lzi3 0 -j Q a LL N,Ne �— EXTERIOR \ JO FLATHEAD WOOD SCREW CD Z I-- 4; � EXTERIOR d 4-#9 PHILLIPS FLATHEAD WOOD SCREW fo-I" USE 3/4"LENGTH FOR 6'-8"DOORS (0 W0 . USE 1"LENGTH FOR 8'-0"DOORS H K '" MEETING STILE 3 HINGE JAMBQsED OUTSWING SHOWN-INSWING SIMILAR O OUTSWING SHOWN-INSWING SIMILAR k"7 t= )- REMARKS BY DATE Add Mold-Point Lock GL 06/12/14 IN,UUCUMtNI IA Nit PNUPLNIV UI BUIWINN 081393,INC N0 SHALL NOT NE NIPRODUCLO IN WHOLE OR PAR I NI Of NDILDING DROPS.INC AL IENASIONS.ADDITIONS.HIGNIIGNTNG,OR 01118R MARKING5TO71113 DOCOKNEME,1103 PEP MINTED AND 4-#8X13/8"PFH .'�e,s F. O /ice 1-REINFORCEMENT PLATE�. � •• c(♦ '' - Q HOPPE#2512296 �4e/ � -./� J'pO'. / v :T T 771 /1.hi,Lrili VIII r '�i�,,,..5., S�4DNIPiLw�C\��5• 3•,R,24Vi�itI 330 MI II'�— I.0,DANIAHEAEN,II 33001 r(.///////'I I - i �, POPE Ct0.1.Of AUIMUHItAlION NU.!•3510 •• .�,�rill �G�!�'PI3�D3�ilY 4 HOPPE MULTI-POINT LOCK J / 13-#8 X 1 3/8"PFH TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DATE: 3-#8X2"PFH 02.05.14 1-MULTI-PT LOCK STRIKE PLATE / (6-8 UNITS) 15•#8X13/8"PFH DWG. Y: CHK. Y: DETAIL A5 (8-0 UNITS) G L,TJ M SS/MSS HOPPE MULTI PT LOCK COMES WITH HARDWARE SCALE: NTS FASTENING DWG.9:A010834A SHEET: OF 9 --5 J 11 - PREPARED BY: ..N 1"MAX. BUILDING DROPS,INC. 1"MAX. 1"MAX. ; Y'MAX. 398 F.0.1NIA DEMO RI VO,57C 318 DANIA BEAC,FL 33001 3/4"AIRSPACE 811 1951139N 8138 3/4"AIRSPACE 3/4"AIRSPACE 3x.AIRSPACE FAN:IDsduil.naa O INTERIOR I I O vrtG:o.w.A,Bm"ae,uusw", INTERIOR I I INTERIOR I © © INTERIOR I I z= 0101% INTERIOR 1/8"TEMPERED GLASS • 0 W Z m �1� 1/8"TEMPERED GLASS = �t, 1/8"TEMPERED GLASS 2 m e Z= 0or � 1/8"TEMPERED GLASS 2 N I m 1 m _' m m oSILICONE SILICONE SILICONEjAle BUTYL �3 '�� BUTYL `"�� ' SILICONE m BUTYLL9 r °��'' m�r`: �, EXTERIOR 1 EXTERIOR ��1 %'�, EXTERIOR / __ /,//�I�� 1 EXTERIOR O a LL°��°N a� ;A r� I `•a{ IO 1-4t `"f d" r ;f' .. y. ott 0. 0 m REDI-SEAL REDI-SEAL I . / REDI-SEAL Z (� 06'-8" GLAZING DETAIL GLAZING DETAIL FLUSHIGLAZE DETAIL 4 GLAZING DETAIL a N Z' 20 1/2"MAX.D.L.O.WIDTH CD8'-0" 20 1/2"MAX.D.L.O.WIDTH ED 23 7/8"MAX.D.I.O.WIDTH O FOR OVAL,SUNBURST,AND ROUND TOPS � 621/2"MAX.D.L.O.HEIGHT 78 1/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT ONLY IN 6'8"UNITS AT DP+/-SO PSF Lu OV4c W; F REMARKS BY DATE Add MWII-Point Lock GL 06/12/14 1.00,10I IS INV PNUrVMIY DI BUILDING UM'S,INC NO SINLL NOV 0E MCFRODUCLO IN MIME OR PARE 1 ,DUI W11111EN CONSENI OF BUILDING OROvf,INC. AL I EMMONS.AODII IONS,IIIGNLIGIIIING.080IHLR MILLINGS TO TITS DO[ OM NLIVUO AND IN`;L�E,c,i L'1d0.1,14111,. — -0 • •T•T ' tr _ „M E.DMIC FI4t3L 333 NIA NEAGH,Il 31001 EB E MI.OF 0.VINUMOATION N0.3't601 DATE: 02.05.14 DWG.FM CHK. Y: GL/TJM SS MSS SCALE: NTS DWG.IS:A010834A NOTE: SHEET: OF 9 FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS _ _ BETWEEN GLASS,DECORATIVE,EXTERNAL AND INTERNAL ____ :WROUGHT IRON AND RADIUS(SHAPED)LITES ARE APPROVED _ _ _ IN ALL GLAZING DETAILS SHOWN ABOVE. `•' PREPARED BY: 0111 , BUILDING DROPS,INC. 19N C.DANIA BEACH RIND.sit.133 DANIA BEACH,Fl 1.31111.1 VII(954)399.478 FAX:19541748.3738 • WEB www.OVi.d,WENN.con1 111 o O9 m WZ 0 00 0 cc 1--- O WLLm Q.U F Q S 2X WOOD BUCK Z C Q - LL FNI SILICONE WOOD ANCHOR p Q "^' N"' SEE TABLE ON SHEET 2 Z Z H L"..,' Z to EDGE I DIST. z w /// WOOD ANCHOR ,7t_.7c o ? � 9m - a SEE TABLE SHEET a< SEE TABLE ON SHEET2 c .-sem ate"-*1`J♦ NI / 'A F., ow z O W= w p W J 2KWOODBUCK / LY a; Fuw // % • / / / 7/ / 2X WOOD BUCK Ili I- 14 a Z.n //.�:/ ' I MAX. MIN. �- = 1 EDGE DIST. WOOD ANCHOR SHIM SEE TABLE SHEET 2 REMARKS BY DATE SEE TABLE ON SHEET 2 MIN.EMBED. Add Multi-Point Lock GL 06/12/14 SEE TABLE SHEET 2 1 HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL O OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING ENDURA ZAIL4565F INN050 S045 519MOODYI• 3 MOODYBwNGDRDIO,INC AND SHAH Nm RE AEFROB000IIwI IN MOH:oR PARI INWHI OF BONDING ONO,wt AlL IEIANONl.ADDN110NS.INGHEGNIING.09 DIIILR WOOD ANCHOR WOOD ANCHOR MRXIN on1 DTFCRAIITTCO AND �TINvnLiL011( .1 X1,1,0 SEE TABLE ON SHEET 2 SEE TABLE ON SHEET 2 `S�S�sS F.(o ,,,. w - SILICONE I SILICONE `�(`�� ;8•41EntiLilkilaq--, Z" 2:W W w • w _F_ 2X WOOD BUCK 7!' �t q7 ,. * _ ..1 2X WOOD BUCK ~ � '•'`O OP. *-. G ''//i�K qS�yWO N Nq I wE?S••%. MIN. MIN. 938 L.OUARII�INiilUir►�iL�3eN EDGE DIST. EDGE DIST. ANIA HEADE II A1794 FMCLRI.DF 0U3908001103 NO.L•39$ SEE TABLE SHEET 2 SEE TABLE SHEET 2 CD OPERABLE SILL O7 OPERABLE SILL OUTSWING 7 HIGHBUMPOUTSWING DATE: 02.05.14 AFCO1-2297 AFCO H-497 DWG. Y: CHK. Y: GLITJM SS/ MSS NTS DWG.11:A010834A SHEET: OF 9 D.OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM • -- EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED._- - --- - - • IPREPARED BY: BUILDING DROPS,INC. 39R E.DANK REACH REVD.STE IIR DANIA BEACH.FI 33004 PPI•19541399-5408 TAT:1954)744.1738 WED wv.w.InAdinedToP:.U111 OJ r4 a'0-; r -.i m o 0 °-8,"•1d E, one. ccI- F— ,I,5. 4U 5 .1 x N= MIN. 1X WOOD BUCK b y —3 n<i LL EDGE DIST. (OPTIONAL) O m a � CONCRETE ANCHOR E— "' SEE TABLE SHEET 2 N N SILICONE SEE TABLE ON SHEET 2 2 .45 2 m r /,,/,. CONCRETE ANCHOR r ,-4)Z 4., ,�„r •�il, SEE TABLE ONSHEET 2 �,—__ _u r ¢ LU r ♦i Ji ��� w a WI— , �-4' H CONCRETE/ W‘`'L," 47, Z r}�cc ' MASONRY4.41 / • Q • z F WO 0 Fi° Y BY OTHERS ....„ran ��� 1X WOOD BUCK -, I w W' //j (OPTIONAL)' I---� `1\1 N a a / 1 ..a 0.25" `CONCRETE/ EDGE IDIST. N. ~ o I=, 'I I MAX. MASONRY CONCRETE ANCHOR a. SHIM BY OTHERS SEE TABLE SHEET 2 REMARKS BY DATE SEE TABLE ON SHEET 2 — CONCRETE/MASONRY BY OTHERS Add Multi.Potnt Lock GL 05/12/14 MIN.EMBED. SEE TABLE SHEET 2 OHEAD (TYPICAL) O JAMB (TYPICAL) 03 OPERABLE SILL 8 OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR 8 INSWING ......slnc rnuru l4o10unuNl VW,INC EN DURA ZAI L4565F RE REPRODUCED TN Wnoa OR PART WITHOUTONS AM OCONSENT S.HIc�+ucnimc ORO LS CONCRETE ANCHOR TAARRwrs TO THIS DOCUMTM.C.NOT FERRIITTECTAND INVANtilliAt T.441/7, SEE TABLE ON SHEET •P5%_n S F. // CONCRETE ANCHOR `\O Q-\' ' .71"0,4:,,,,, • ACF///, GIVE i SEE TABLE ON SHEET 2 SILICONE (v / H w C — SILICONE w L, :ii .<� ���7_ w� � •z a CONCRETE/ 2 W CONCRETE/ J' OT...E7( QP;'�<f/`� ,n MASONRY - vl MASONRY ' \t` ..... &`N' / is BY OTHERS BY OTHERS / S•• ,•,•C\ \ I E \ uex�Q. //� fUINnhF, \\\ :ria r_ua1/NURtt�L�4�008 MIN. MIN. OMITS TRACT,It 14nn4 EDGE DIST. EDGE DIST. TROT C5R1.01 WIHOTvnHON NO.29510 SEE TABLE SHEET 2 SEE TABLE SHEET 2 04 OPERABLE SILL O7 OPERABLE SILL 8 OUTSWING 8 HIGH BUMP OUTSWING DATE: 02.05.14 AFCO 1-2297 AFCO H-497 DWG. Y: CHK. Y: GL,TJM SS/MSS SCALE: NTS DWG.it:A010834A SHEET: OF9 1�OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED:_—_ — - --=- - iBILL OF MATERIALS PREPARED uv: \ ITEMS DESCRIPTION MATERIAL 17 HOPPE MULT-POINT LOCK FINGER-JOINTED PINE — BUILDING DROPS,INC. SOLID PINE 198 I.DANIA 090011 MVO.511.918 1 FRAME HEAD/JAMBS Onwn 090379n 00 LAMINATED VENEER r,la9ytp.;l.l a LUMBER Inxa95417404739 0906 arv.w.buEd,,gd,op,Lom COMPOSITE r ASTRAGAL,ENDURA ULTIMATE HURRICANE --+— w v)IJ o (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) _ • Q 3 (NOT USED) - -' w e F o C12 2,', 4 ENDURA ZAIL4565F THRESHOLD - �-- ' _ _ 0 Q o LL�J m 5 AFCO 1-2297 THRESHOLD - f a)...) � a x ar-1= . . 6 1"O.A.IG TEMPERED NON-IMPACT GLASS - c ~a O m a LL 0 Z —I Q J r4 7 AFCO H-497 THRESHOLD - URETHANE FOAM& v,O m 8 WEATHERSTRIP — oQ® O Z Z �J, POLYETHYLENE ® a Q ^o 9 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE _ d z V) W1. 10 2X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD HANDLE C7 I— 1.` HEIGHT © W Di W _ 11 1X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD - aso 0 z � 1"_ 12 1110 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL 3 d F� W; 13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL m 6 Po ,i2 00 14 BUTT HINGE(SEE SCHEDULE SHEET 5) • - G r 15 KWIKSET LOCK SERIES 400 STEEL REMARKS BY DATE ' 16 KWIKSET DEADBOLT SERIES 780 STEEL 4p G O Add Multi.Polnt lock Gl 06/12/14 17 HOPPE MULT-POINT HARDWARE HLS9000 `O (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) STEEL 4 °b 18 ODL LIPLITE KIT(NI) PLASTIC ___,„— Es- 0 E8Its Nis uotumxnl a ilio 11...lx uI WILL/MU DROPS, 19 FLUSH GLAZING LEG FIBERGLASS 1 AND 9Ult NOT RI RI PRODUCE)IN'WHOM OR PARI Ir I All!RADON,4q➢1IONS.11GMIGNM4.MO.. CT MR 20 ODL LIPLITE KIT(RADIUS LITES) PLASTIC I mnaxws.onlsoocu t vNmvl mlrrloaNn 1[ ' . Nv`Itl�gt��� J JTr�I rl ```�JQ�ES F ryo:A^:11:5":„....z..a:zi:� '1k .0.63" ▪ �O7' ,(�-QP`, �• 1 t.o aVril4iltNk 040 DANIA HMI, 11. fart C'tRI.Of AOI HOBifnilON NO.MIS O FRARIMESEE Bonn/ABOVE O ANUM NUM ASTRAGAL O ENDURA ZAIL4565F THRESHOLD O AFCO J-2297 THRESHOLD O AFCO H-497 THRESHOLD I I , �4i 1 j%j/12, iii — 0.06" m «---9'-:.aVi :�i-..: � DATE: 02.05.14 lr�������� ♦�� � J DWG. Y: CHK. Y: /!i%/.. i [ ����� �+�I► , �.�. ♦��• GLrTJM SS�MSS Q J ti 5.62" - -II ` .56" I SCALE: NTS 4.563" 4.56" 4.62" A DWG.S: 010834A SHEET: OF9 ____ 9 ---------- - ------ -- ---- 1 _ 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 ra Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of JELD-WEN, inc. Design Pro / Smooth Pro Full Lite Non-Impact For use outside the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Re fort No. 2745 Current Florida Building Code Method: 1 —A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro Full Lite Non-Impact For use in the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 6'-0"X 6'-8"(Nominal) 6'-0"X 8'-0"(Nominal) Prepared For: �►�►���,, JELD-WEN inc. N S F. 3737 Lakeport Blvd. � .. Klamath ir���ll� l ills, OR. x)7 1 • .�o 1.: Prepared by: = * . * _ -a Hermes F. Norero, P.E. - =T T • Florida Professional Engineer#73778 �0.\%. .40- �;� Date: 09/22/2014 .... •,� ;ON'i�� ‘ Contents: //f - Evaluation Report Pages 1 —4 Digitally signed by Hermes F.Norero,P.E. Hermes F. Norero, P.E. Reason:I am approving this document Florida No.73778 Date:2014.09.26 15:22:43-04'00' r. 11 BUILDING DROPS ' Date: 09/22/2014 A Perfect Solution in Every Drop Report No: 2745 4-- Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Swinging Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Design Pro/Smooth Pro Full Lite Non-Impact For use outside the High Velocity Hurricane Zone(HVHZ) 6'-0"X 6'-8" (Nominal) 6'-0"X 8'-0" (Nominal) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN inc. based on Method la of the 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 International Building Code, International Residential Code,and Florida Building Code. See Installation Instructions A010834A,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. it Limits of Use: 1. This product has been evaluated and is in compliance with the current International Building Code(IBC), International Residential Code (IRC),and Florida Building Code(FBC),excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedmentlinto substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with''I Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A010834A require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010834A 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: 09/22/2014 Report No: 2745 • Certificate of Authorization:29578 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute (FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • ASTM E283-04 • ASTM E330-02 • AAMA 1304-02 • TAS 202-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization# TST1589) Report# Report Date: NCTL-210-3918-01 10/04/13 NCTL-210-3924-02 12/18/13 SJ W 2013-234 12/09/13 SJ W 2013-235 11/26/13 SJW2013-251 12/23/13 • SJW2013-252 12/23/13 SJW2013-253 12/23/13 NCTL-210-3925-03 02/07/14 SJW2014-032 04/22/14 • NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 SJ W 2014-069 07/07/14 SJ W 2014-079 07/07/14 2. Quality Assurance Entity National Accreditation&Management Institute I' (FBC Organization#QUA1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 /\(,,, BUILDING DROPS A Perfect Solution in Every DropDate: 09/22/2014 �- Certificate of Authorization:29578 Report No: 2745 Installation: 1. Approved anchor types and substrates are as follows: I Through Frame Installation: A. For two by(2X)wood buck substrate (Min.S.G. =0.55), use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min.f'c=3000 psi) or masonry(Conforms to ASTM C90) substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon or%"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min.f'c=3000 psi) or masonry(Conforms to ASTM C90)substrate where wood bucking is NOT employed, use 3/16"diameter ITW Tapcon or'A" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions(A010834A)for anchor spacing and more details of the installation requirements. Design Pressure: 1 MAX,OVERALL DESIGN PRESSURE(PSF) NOMINAL SIZE MISSILE CONFIGURATION IMPACT i� INSWING OUTSWING WIDTH HEIGHT RATING POS. NEG. POS. NEG. XX E-0" 6'-2" 50° 50 50* 50 NON-IMPACT XX RADIUS 6'-0" 6'-8" 50* 50 50* 50 NON-IMPACT IXX 6'-0" 8'-0" 50" 50 I 50' 50 NON-IMPACT I Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 it