Loading...
HomeMy WebLinkAboutProduct Approval 01/09/2018-12:07pm Interni V:\Projects\_Master Plan Sheet Store\Windows-DoorsShutters\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 CLADDINGEXPOSURE 'C' BASED ON Kd=0.85 ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT 1 INTERIOR ZONEF4 PRESSURES EXTERIOR ZONEFS PRESSURES (SEE BELOW) INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSF)-ZONE 4 G Mean DESIGN PRESSURES(PSF)-ZONE 5 \� <t>IDENTIFY THE ZONE OF THE OPENING,ASiINTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER THE Roof Tributary Area(Sq Ft `---•-."..g�4,Roof Tributary Area(Sq Ft)(;_3_7 URE BELOW LEFT OR INFORN�JIIIONPROVIDED FOWLI 8Y0-,THERS. (EXTERIOR) �/i 1.1. ANY QUESTIONABLEOPENING,IS.TO BE CONSIDERED THE MORE CRITICAL ZONE Hei ht 10 Tributary 30 40li 1F-504 Height 10 20 30 40 50 /.5• � � ./IDENTIFY THE BUILDING M i_VE G F HE ljT FROM THE LOWEST GROUND ELEVATION.IF 41. 39.3 -38.3 37.E 3T0 // -50.6 -47.2 -45.2 -43.8 -42.7 7RE MEAN ROOF HEIGHT CANNOT BE,IDENTIFI D}AE„THE PEAK(HIGHEST)ROOF HEIGHT. 0-15 ft ( 15 ft 2.1. ALWAYS ROUND UP ROOF H-EIGHISITOSNEXTTABLE VALUE. +37. +36.1 +35.1 +34.4 �+33 8 +37.8 +36.1 +35.1 +34.4 +33.8 "�°i\� 2 VALID FOR ALL ROOF SLO ES FOR SLOPESy210,ASEE AN ENGINEER FOR REDUCTIONS. -42.6 - .8 -39.8 -39.1;'-38 5-` / '�' -52.6 -49.0 -47.0 -45.5 -44.4 3.CALCULATE THE TRIBUTARY-AREASIFFTHEOP ISINC;IN'QUESfION AS THE GREATER OF(HEIGHT* 18 ft 18 ft H)OR THE SPAN LENGTH(HEIGHT)'-*;AN-EFFECTIVE 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. 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 READ OFF POSITIVE AN +42.1 +40.2 +39.1 +38.3 +37.7 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 IcACCORDANC WITH CODD NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY -47.4 -45.5 -44.3 -43.5 -42.9 -58.6 -54.6 -52.3 -50.7 49.4_ 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 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 x+39 8 +�71_,_9.4... 9 GENERAL NOTES: -49.0 -47.0 -45.8 -44.9 -44.3 -60.5 -56.4 -54.0 '_5-23:.-,:5-1-:0,i;\ 17TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft 35 ft : 'IL LS SECTION 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-„+4O 5 /2.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. 40 ft -50.4 -48.3 -47.1 -46.2 -45.5 40 ft -62.2 -58.0 -55.6 -53.8" /5 \2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS +46.5 +44.4 +43.1 +42.3 +41.6 +46.5 +44.4 +43.1 -+4I2. +4r6- 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 53:81 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 -65.2 -60.8 -58.3 -56.4 -55.0 7.THIS DOCUMENT ISA MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. 50 ft +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 &OTHER +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 VELOCITY, DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR -54.9 -52.6 -51.3 -50.3--49 64 ��, -67.8 -63.2 -60.5 -58.6 -57.2 APPLICABILITY OF THE USE OF THESE TABLES IS,OFFERE -HEREIN. 60 ft r- IV tL 10. THIS SPECIFICATION DOES NOTrOFFER ANY PRODUTT APPROVEf3 CERTIFICATION. REFER TO ANY SEPARATELY +50.6 +48.3 +47.0 +46.0 L+4 ':3" �f// +50.6 +48.3 +47.0 +46.0 +45.3 SUBMITTED TEST CRITERIA AND OTHER.-APP, FOR-DESIGN{t NSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE'1/ERIEIErf'WOTHERS�IN1ACCORDANCE WITH GOVERNING CODES. I ` `✓ 11. ADHERE TO ALL LOCAL IMPACT P,ROTECEIONSYSTEL1ORDINANCES. _e 12. NO CERTIFICATION IS OFFERED IFOR.HFINTEGRITY'QF,THE HOST STRUCTURE. • r 13. EXCEPT AS EXPRESSLY PROVIDED_"HEREININOO ADDITIONA'SCERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. +` IF kb ''''....7'w .•"/1/, INTERIOR ZONES EXTERIOR ZONES j=�,ROOP-HEIGHT EXPLAINED LEAST HORIZONTAL + c in m m z rn v T = r�n z----=>-,:04 DIMENSION mC)m G1 zm'-'m �' a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF"MEAN ROOF PEAK ROOF • rn ru m C D y y 732 D n O HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT © © m O GI v 3 1=_..-1,..�m r(1 .--r HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. \ N z m D a z u m D C 2 w N z n CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEANT © ® m N r^z 'r�°�z o m Z-mi m ~' REQUIRED. ROOF MEAN,./.j.? HEIGHT m F 0 0 to 13 A-i 3 D C m 0 H 3 "'� a a ROOF ROOF `qm-iD�"Zo>CJD2xim - p D D 1__; n .. I- N N I HEIGHT HEIGHT NDOCIOC�G)MMM= 0031-1 z� 730-1Ozq22m TTI O go 0 orn i,. n� r z)ma D 5� 5Q -LgiZo-nomSFDar� G z (n © ® © /� ® ® t'a PLAN VIEW \ G�z=mM-a-pm m p O D F a F ©© COMPLEX om �m�-i�z"'� Z (m!) -ii z r ELEVATION 1,, ISOMETRIC CORNERS © O °�go ur v H o - o v 73 - yy j I`�� in o S REMARKS DRWN CHKD DATE 6TH EDITION FLORIDA BUILDING CODE ENGINEERING o CNF " co rrn> a O g INIT ISSUE GSS TSB 03/05/12 M 3 -4 m UREV 2014 PDATES 0z REV- 17FBCIGHTS GSS TSB 04/09/12FLB TSB FSB 0 /11/15 2017 ' `- EXPRESS° _ v `\. tr I - ASCE 7-10, CHAPTER 30 - - CORPORATE OFFICE: z - - $m i RI zin p2.m - - 160 SW 12th AVENUE, SUITE 106 g,"_' a ' o_ z m - DESIGN LOADS FOR COMPONENTS&CLADDING 0 M-, _ A DEERFIELD BEACH, FL 33442 6 v 01 ff, 9 MASTER PLAN SHEET P: 954 354-0660 F: 954 354-0443 '- 8 _ 3 I N f o I a THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS. ( ) .�1. Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 z O '2 LIso 9 o _ WRTRENCONSENT OFENGINEERING EXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGEXPRESS.COM %.'i rn* I" mo W Op^ PERMITTED AND INVALIp ADDITIONS,OR OTHER DATE OUR CERTIFICATIONKINGS TO THIS . ARE NOT ASCE 7- 10 S N? m CO m ENGINEERINGEXPRESS.COM , 0 J Florida Building Code Online urc aamr Pif [ t I V '-� _ '=� s e %� 1� .lid �3� i1_ • BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER:Public User prn;luct AoD,oval 1,4,10>product or Aonliratinn S>src!->ADolication List>Application Detail FL# FL16708-R8 Application Type Revision • - . Code Version 2017 Application Status Approved • Comments Archived 0 Product Manufacturer JELD-WEN • ' Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com • • Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors • Subcategory Swinging Exterior Door Assemblies • Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. ' Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 ' • ; Validated By Locke Bowden 0 Validation Checklist- Hardcopy Received Certificate of Independence FL16708 R8 COI COI JW SS 2015-04-27.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 • TAS 202 1994 TAS 203 1994 hnp: ‘cea.Floiidabuilding.org'pr/pr_app_dtl.aspx?paramwGEVXQvrtDqu8obl%2BZm6TudWOg6cFUIGK91,:QhK:miQLpP5tjNDIMRAg%3d%3d[2/13/2018 I:±3:58 PM] Florida Building Code Online • Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16708 R8 Eauiv ASTM E84 Eauivelencv Letter SS 2017-08-31,odf Sections from the Code • • - Product Approval Method Method 1 Option D i Date Submitted 10/02/2017 Date Validated 12/12/2017 ' Date Pending FBC Approval 12/18/2017 • Date Approved 02/13/2018 ' Summary of Products - 1- FL# I Model, Number or Name Description '• 16708.1 A Design Pro/Smooth Pro/Studio Single (X) Impact Opaque Door 3-0 x 6-8 and 3-01x 8-0 •• • Fiberglass Inswing and Outswing • Limits of Use , . Installation Instructions Approved for use in HVHZ:Yes FL16708 R3 II A010$71A X. OPO SS 2017 02 09,pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes •Design Pressure: N/A Evaluation Reports ' ' Other: FL16708 R8 AE PER4663.1 SS 2017-11-17.odf ' Created by Independent Third Party: Yes • 6988T ®G..1J1, y , J � � W,9 , � o.Y�a «JDlAJJ8 88u � JE 88 Fiberglass v (Ins in and Outswing •• . Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R8 II A010872A X, GLZ SS 2016-08-26.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 ••• • Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports •• Other: FL1.6708 R8 AE PER4438.1 SS 2017-11 17.adf •• Created by Independent Third Party: Yes 16708.3 i C Design Pro/Smooth Pro/Studio Double(XX) Impact Opaque Door 6-0 x 6-8 and 6'70 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1670$ R$ II A01.0873A XX, OPQ SS 201.7 07. 09.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 • Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R8 AE PER4664.1 SS_2017-11-17•ndf • Created by Independent Third Party: Yes . • • • 16708.4 I D Design Pro/Smooth Pro Double(XX) Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 • Fiberglass Inswing and Outswing • Limits of Use Installation Instructions ' Approved for use in HVHZ:Yes FL16708 R8 II AOL0874A XX. GLZ SS 2016-08-26.odf • ' Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports • Other: FL16708 R8 AE PER4440.1. SS 201.7-11-17,odf • Created by Independent Third Party: Yes 16708.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s) (X,O/O,X/O,X,O) Impact Opaque Door Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing • ' . Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010875A OXO. OX OPQ SS 2017-02-09.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 • I Impact Resistant:Yes Created by Independent Third Party: Yes ••• Design Pressure: N/A Evaluation Reports • Other: FL16708 R8 AE PER4665.1 SS 2017-11-17.pdf ` Created by Independent Third Party: Yes Imp: w%\%\.Iloridabuilding.org/pripr_app_dtl.aspx?param=wGEVXQwtDquBobl%2flZm6TudWOg6cFUIGh9F:QhhmiQLpP5tjNDIMRAg%3d%3d[2/I3/2018 1:33:58 PM] i Florida Building Code Online • 16708.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O) Impact Glazed Door • 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing • ' Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010876A OXO, OX GLZ SS 2016-08-26.0df Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes . - Design Pressure: N/A Evaluation Reports Other: FL16708 R8 AE PER4442.1 SS 2017-11-17.odf • Created by Independent Third Party: Yes 16708.7 — G Design Pro/Smooth Pro/Studio Double with sidelite(s) (XX,0/O,XX/O,XX,O) Impact Opaque Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes Fl 16708 R8 II A010877A OXXO. OXX OPQ SS 2017-02- Approved for use outside HVHZ:Yes 09.pdf • Impact Resistant:Yes - Verified By: Hermes F. Norero, P.E. 73778 • Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports FL16708 R8 AE PER4666.1 SS 2017-11-17.Ddf ••• Created by Independent Third Party: Yes • • • 16708.8 H Design Pro/Smooth Pro Double with sidelite(s) (XX,O/0,XX/O,XX,O) Impact Glazed ' Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing • • Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010878A OXXO. OXX GLZ SS 2016-08- ' Approved for use outside HVHZ:Yes 26.ndf . Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778 Design Pressure: N/A Created by Independent Third Party: Yes ' Other: Evaluation Reports FL16708 R8 AE PER4444.1 SS 2017-11-17.0df• 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. .. i. 21 s7-211 . - . I.ri.. ::Privacy Statement::Accessibility Statement::Refund Statement , Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: Credit Card Safe securityMETRICS` • http:.'otc\c.llotidabuilding.org/pripr_app_dtl.asps?paramwGEVXQwtDqu8obl%2tlZm6TudWOg6cFUIGK9KQhKmiQLpP5tjNDIMRAg%3d%3d[2/13/2018 1:33:58 PM] 398 E. Dania Beach Blvd. BUILDING DROPS Suite338 '"" x A Perfect Solution in Every Drop Dania Beach,FL 33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX • contact@buildingdrops.com April 27, 2015 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer#73778 MANUFACTURER: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Dear Sir (Madam), To the best of my knowledge,the above-mentioned product conforms to the current edition of the Florida Building Code. 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 the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, `,ottiII'Hi',� = * : * = n ;TAT t \ 4: Digitally signed by Hermes F.Norero,P.E. �►►„ �',���� Reason:I am approving this document Date:2015.04.27 20:14:19-04'00' Hermes F. Norero, P.E. Florida Registered Professional Engineer#73778 Page 1 of 1 _ | | . . . . BUILDING 3�E.�n� DROPS � Beach. Sute 338 ' A Perfect Solution in Every Drop! ' Dania Beach,F '33OO4 +;::;:;% �� Certificate of 954.399.8478 PH � � ` FX —. -- , contact@buildingrops.cum - | August 24,2017 . TO: Whom it May Concern | FROM: Hermes F.. Norero, P.E. . red Florida ProfessionalEnsneer#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. ThetestinQontheproductscompDeswiththenequirementsspec\fiedwith|ntheASTK8EO4-13standard,asrequinedby the 6th Edition Florida Building Code.This standard is listed under Chapter 35 of the current Florida Builcling 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-O5.AU test results meet or exceed requirements of the 6th Edition Florida Building Code. RespectfuUysubmitted' . will will �� �� ` — ~wm~�~— ` . u���mg�ooynenne �mve�'�� `^vx, '~ ^— ��' Reason'|nmoppmvngth�documem ^»»xvux»ov» . . Date:zV17Dus1no:51:2,-0*nn . Hermes Norero, P.E. Florida Registered Professional Engirieer#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 lof1 , , , . ( PREPARED RY: n JELEN BUILDING DROPS,INC. A 19e E.OaNw BEAN 0_v0.9rc J. WINDOWS & DOORS M.BERCI t,FL l004 PN 1984)99.808 .r 19591.4.0'99 W..ww.LutdoE0112p4 Dor DESIGN PRO/SMOOTH PRO/STUDIO 371/2"MAX., O -§ IMPACT APPROVED T°A.Eli W "• 0 0 NIP �o memo FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) • 371/2"MAX.' �� I ¢° Z d e G.A.WIDTH ® s 0 � 4 g.ELS Imo( 5 cc Cr m a p= (0 ©a v)w o. GENERAL NOTES: ® ,I 0 ri C)(99 ' j��i \ F 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA Q o - 4 2 BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO TI IE FOLLOWING: r _ _ I �� a w Q �' • TAS 2X1-94 - S I!F ro-.,.�D• TAS202-94 °°- © p m`u`+= 0 1 - W • TA5203-94111111 1,I© u G m¢ 0 e It 0 d i� �I2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2%FRAMING AS A MAIN WIND FORCE L9 C1 qa Ali® 9 Z zd.L © ACTIVE z vt^i W RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 3 LOLL v O ACTIVE 3¢_©0 _ $ FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER DR ARCHITECT OF RECORD FOR THE PROJECT OF Z d® - _ Z 15 I• d INSTALLATION. O Z p Iii 1fIIFo Z r3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR /I!Im REMARKS BY DATE 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 TF115 -"` A I Odd non sal,9dNlu pmm lock SL 06/23i14 DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT '©TAT©TOT©00 ©rQ�QTQT®QQ RESISTANCE. 00X.0000 0000000 5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH TYP.ELEVATION 1 TYP.ELEVATION 2 tw'Vac�.A,.�a lot v.Ovuir C.9m.nwcw0.�wC N0 w•,:Nor•r 9ro40010DOE w«w o.vu. DOORS ARE QUAUFIED, r-1-0009 RUGNE r.0 ODOR KW. wtmom 9wnrN CONUNE OF sonPnu.0..I.. r.0.,..w.uc.u.w,W OM o su.Eww�IDM wCu+rer.�1 IONECOMODED 31,0 EETS WATER TION AT WATER TEST ESSURE 6. NOTEREMAAFC0 H-497 SILL INING SILLS NOT RATED IF R WATER NFILFTRATION.IF AUTHORITY HAVING JURISDICTION UR SDICTIONPREQU REST THAT `SN%`-`p,�S F NOY"''/, PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY �� q-' •••••p. 0 "� OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH_OH HEIGHT 15 2 1.0 �•:;. 7 ....i NOTE: !- * " / : # DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. •• TPT ;' Cr, 99!8 o'',NtatY9i°19• 'WW1?or.U1NOP1ATIONN0 83118 TABLE OF CONTENTS )Igllatly signed by Hennes F.Norero,P.E. SHEET REVISION SHEET DESCRIPTION Season:I am approving this document )ale:2017.02.09 15:24:09-05'00' 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES • • 2 A TYPICAL ANCHOR LAYOUTS AND NOTES ' DATE: 02.05,14 3 A OPTIONAL 25 BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS DWG. Y: CHK. Y: MAX.4 A VERTICAL ASSEMBLIES N MINAL5LLIZE DESIGN PRESSURE(PSF) MISSILE GL/TIM I SS/MSS 5 A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT SCALE: NTS WIDTH HEIGHT RATING DWG.R:A010871A 6 A WOOD SUBSTRATES t POS. NEG. POS. NEG. - SHEET: 0F8 7 A CONCRETE SUBSTRATES X 3'-0" 6'-8" 65' 65 65• 65 LMI&SMI H A COMPONENTS&BILL OF MATERIALS _ _ __ ___ __ _____ . - _ __x_ _ 3-U a-Ul I ' 50'- 50 5U• 50 LMt&S ---' —'—____"� 'SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. _ PRCI'AII10 BY: INSTALLATION NOTES: 1. ONE.(1)INSTAI I ATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN. iy, 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(5).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 190 t.DOH A11510 3SVO.,STE 3J OANIA BEACH,R 1 f(%1" CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. P..19541399 8475 195:195JI'JJ.JIIB 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO371/2"MAX. WEB ow*ouJd:"BdmPl corn STUCCO,FOAM,BRICK VENEER,AND SIDING. ^O.A.WIDTH LA I— -. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL '' 3j1 TO. C) F , 0 OR HAVE A CORROSION RESISTANT COATING,AND SITALL OE INSTALLED IN ACCORDANCE WITH ANCHOR C2 C7. Q o m m$ MANUFACTURER'S INSTALLATION INSTRUCTIONS. -I,- -( 10 Z o r clvt • - 0 m 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTAI.L INSTALLATION ANCHORS INTO MORTAR r TNI I® D p z aw v JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE 'o I 2 p X. ,='- SHELL OF BLOCK, — If--y I— E' 6. FOR 2%STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK it 111 o¢ =0 n, CONCRETE/MASONRY CONSTRUCTION. '' 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH IHE 11 r40 ¢ Z" FOLLOWING PROPERTIES: ^cr." I z [-14-!'A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. i7 a5< 0 0 l7 = B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. z i7 5 e I h U C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM 090 WITH MINIMUM COMPRESSIVE STRENGTH 3?a W z z Z OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 7 3'C 6 CJ ( w a Q D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 0 Z �' 17 '^Lo Q ;LI; IIPSI. /l�l `II/ a OF 2000 P51. }} B. SEE SHEET'S 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR !I F- LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. rREMARKS BY DATE r 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM -Ir. I Add ADA Bill,Mu3LPoint Lock GL 06/23/14 EMBEDMENT ANO EDGE DISTANCE ARE ACHIEVED. A2 A2 • ANCHOR TABLE TTYP.ANCHOR LAYOUT ,,,�N„Ia,A,„,r11ox.vl,<BWu}WnLA.P�Wt 15,11.A S'.0•DOOR OAANT "' 0.30111111C11 01 011.1201/1111111 W W I OR rH1 6'B"DOORS B'R"DOORS euwlw 11 . 1. o. sA00,n01.14+t401m4i u11e00.TO THIS 000/A(NT..I NOT lUNYRIO kW ANCHOR MIN. MIN.EDGE '`,`+(�a'4F1"IVIF�'i��'' ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.O.C. `K�-n�S F.(1f0' i�� SIZE EMBEDMENT DISTANCE SPACING AT SPACING AT CC++- dF I JAMBS JAMBS NOTE: `4¢' C. '••N• )l,'� 2X WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLV.. ' y" 7 °�' O WOOD SCREW 410 OR FRAMING 1'1/2" 3/4" 17.1/2" 17-1/4" i ITWTAPCON 3/16" CONCRETE/CMU 11/4" 2-1/2" 17.1/2" 17-1/4" 7- -d TAT! •� °i w I 1-3/B"-CONC. S ELCO ULTRACON 1/4' CONCREfE/CMU 1" 17.1/2" 17-U4° ''i�Os"�'f4"J1F1'd��:11"�� `� 1-1/4'1-CMU �L�� 1 145`gl jtiI�IN�a ITW TAPCON 3/16' CONCRETE/CMU 1-1/4" 1" 10" 14-318" EMCEE.,O111P7N0R11u1ON 1/0 99015 B2 2-49 X 2 1/2"P:R /1 SCREWS DATE: 02.05.14 i',.---., ---------'3MINIr DETAIL D2 OWG, Y: CHK. Y: — 2-09321/2"PFM ISP.HOPPE GOD GL,TJM ( SS�MSS PFH SCREWS MULTI-POINT SHOOT BOLT 41.... 41W GOD SCALE: NTS m(.y'F� PLATE ELOCATIONOWDWG.4:1101087111 (flH PLATE SHOWN) DETAIL 62 IV.HOPPE1•BUTTON SHOOT D2NOW SHEET: OF 8 MULTI-POINT SHOOT BOLT BOLT PLATE I7.. .ml�1 PLATE LOCATION HDPPE 4207891/ ___ —.--_ —_..... — _ — 2-.SILL SECTION VIEW " O-HEAD SECTION VIEW— l ' INSWING SHOWN 0015 WING SIMAM INSWING SOWN OIIISWINGSIMIIAR SEE OCINII BJ SII OFIAIE 03 ' PREPARED BY: ` n _ • BUILDING DROPS,INC. - 39B E.OM.BERCH BLVD..51E.33B 41/2"TYP. 41/Z'TYP. 03340 BEUCN,FL Stout Pit 1950399 LW/R 1 1/2'OFFwEB.Mt(951)74 4.471B r", ISEJI... - Rji j �m El O� :6:4 i°O SL23D SL130,LEFT SL130,RIGHT 51230,8'0" SL130,8'0" ti a j I- " a s 0Ly mW a- • n O Q x c vZ V J (� �a z a� z� z= tp ' w- ! • CI I: CL ti I_ I - REMARKS BY DATE OTYP.ANCHOR LAYOUT SL220,LEFT - SL220,RIGHT SL300,LEFT SL300,RIGHT SL600 3 MONAD(30CC P3EONOLLTE/MASONRY • Add ADA sill,Multi Point Lock GL SP-3/14 QUALIFIED SKIN PATTERNS Add Qualified Skin Patterns IS 12/71/36 .2SO±.OIO T"iS OMUMtor15 W E IPO,LROI OL two,.O3OPS,oK 4103141 NOL BE REPRODUCED IN WHOLE OR MIT WHNGUI'xRIIIEN CONSENT Of BURRING UM,INC. .092}010 W SRATONS.AODmowS.HIGNUGN*w4 MOTBIR -205 .030±.010 ARROW TO TM OOCUMINT Sac NOT PIRAAMODA D ``��i59 PFJmI'F11 .. 11/4"MIN.EMBED TYP. � `• `SS"cS F.NO 21i,� • ? 2 TYP.GROOVE DIMENSIONS Q ,• R� '�� w o i, SEE TABLE , O .���• \S+ •J,�O WI N . 7 d OKI . _ ' I _ .: TAT Jy..'' �' / 7nT O� �I-1 �.` 2X BUCK ANCHOR TABLE i OT•• g(.,1_/DP••�(V�`� o �IILI 2X WOOD BUCK INSTALL. 61B"DOORS 6'0"DOORS �'/''�S�• VVVTTTCCC»l`��G````` `2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE MIN.EDGE MIN.CENTER tooto % t �,�Y4,5)' ANCHOR TYPE ANCHOR SUBSTRATE EMBEDMENT DIST.TO TO CENTER E ¢OT.aP3u33D4O M3lNNaa9soe SUBSTRATE DISTANCE MAX.O.C. MAX.D.D. OM O3 2X WOOD BUCK INSTALL. OSPACING AT SPACING AT 2X WOOD BUCK INSTALL. IAMBS JAMBS 3 CROSS SECTION 3 SIDE VIEW ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" 1-ELCO ULTRACON 1/4" CONCRETE/CMU 131 a"CMU 1" 4" 25' 30-1/4" DATE: 02.05.14 NOTES: DWG. Y: CHK. Y: 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. GL�TJM SSIM SS • SCALE: NTS _ 2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL4/3. OWG•B:AO1O071A SHEET: OF8 —---- - •---------- ---- ---- -- -- ----- ---- 3 • / PREPARED BY: \ n BUILDING DROPS,INC. // /// / // 198 L.DM in XEACN MGD..57E.318 // //// / ' �„ DANIA BEACH,it 13pP1 99 8478 /// / I�.ER I O PH:;95413,0Top FAK,19RC11aA A]JR ��I�///�//�////���s iiI a) W[R 1wwSS4474144�apr.trvn is INTERIOR111 EXTERIOR EXTERIOR F INTERIOR 0 ,o Ill Es O .' I INTERIOR EXTERIOR ti m m d$ 0 h n N .i o'i'i =21 ' LLI o v ^ dm� T cc CO LOi OPERABLE HEAD OPERABLE SILL • a 0 Li LU m O4 OPERABLE SILL Q 4 4a._ OUTSWING SHOWN-INSWING SIMILAR INSWING ,(I OUTSWING wil, ENDURA 2/111.4565F AFCO J-2297 b F -17-- WF,. Lu Lu • W- I EXTERIOR ripii INTERIOR 0 INTERIOR REMARKS BY DATE INTERIOR EXTERIOR EXTERIOR Add ADA sill,MWti-Point Look GL 05/23/14 ID WI TRIC OOCUA4N1 O INP PRtYSItR M eUnBNO OROS/.INC ATM SNAIL NOT TRE RIPROOUCCOIN"NNCTS OR PMT UOMENT OF W 11.G DROPS... ALTCUTIONS.ADDITIONS,N GNIROTTI\G.DR OIHER • MARKINGS TO IIIIT OOCDNFNI An NOT 114174114110 AND 1 ,E D OPERABLE ADA SILL g OPERABLE SILL O7 OPERABLE SILL IN„�,;irttrri lfv;' INSWING/OUTSWING O INSWING A OUTSWING s.• e. F. O 7�,, ENDURA HC15000 AFCO A-276/P-2000 4 OPTIONAL AFCO H-497 ����Q-�.••.. . F �'; 0 . `TAT : a i "3".• •9( 0P; 9 O ED kyqC a 19 O B[u6[I� F �� 101110081 INTERIOR EXTERIOR 41340 CERT DUInIKuaza005noN 140 1436711 0 INTERIOR EXTERIOR I o 1::.:s';:r5=`:'r: `:i I DATE: 02.05.14 DWG. Y: CHK. Y: GL/TJM SS/ MSS (1) OPERABLE SILL O9 OPERABLE SILL SCALE: NTS OUTSWING 4 OUTSWING DWG.N:A010871A OPTIONAL AFCO A-117 OPTIONAL ENDURA 20BL4565F SHEET: OF 8 -4 - _ PREPARED BY: ithHINGE SCHEDULE HINGE DETAIL AT IAMB: — PLACE d9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP BUILDING DROPS,INC. DOOR HEIGHT QUANTITY FEEl . 3.E.DANIA BEAN IA NOM BEACH.R.!JON 199n Pit H: D99A1]p • �mII 195111e0i]]' 4 \) WEB`+l1 E5ldogtho scam I I t el Ln LL.I II L. ..0 5 LI- /� INTERIOR INTERIOR/// is v �\; ..-7 el / lel ,_... "' )� �V� OQ Q "'y /� 1-d9X 2-1/2"PHILLIPS • Q Q E, FLATHEAD WOOD SCREW tL I- 7 Q.– 0 z° / �H ',gyp Z LSI W _ )/! 3-p9 X 3/4"PHILLIPS _ - FLATHEAD WOOD SCREWS it _ EXTEflIOA EXiER104` 1..., 0 4-p9 PHILLIPS FLATHEAD WOOD SCREWS _ USE 3/4"LENGTH FOR 6'-8"DOORS _ USE 1"LENGTH FOR 8'-0"DOORS W O LOCK JAMB O3 HINGE JAMB E 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR REMARKS BY DATE Add ADA All.Multi-Point Lock GL 06/13/19 9-119X 13/4°PFH 3-p8X2"PFH 13-118X13/8"PFH W-8"UNITS) 8.89X21/2°PFH W/HARDWARE 15-88X13/8°PFH W-0"UNITS) nes BUcmnExt IS InE MOW VIDF xi..H.xF.DPW;we W/STRIKE HARDWARE (6'-8"&8'-0"UNITS) W/STRIKE HARDWARE COMES W/HARDWARE AND,nwNOT e.AlvAoxuaUW 1.1011 An0009vHw] 4-MPL STRIKE PLATES 1-MPL STRIKE PLATE xH Hex CONfEN1 of BUILDING xIL n NWC. ® 4-P8 X 13/8"PFH NOMINGSi]AdiRruxi�w�iuiirTEDAND 1-REINFORCEMENT PLATE- Hxvnu\�`��L'EY'�ti�'N HOPPE 82512296 ``�•SS`s.S F.. Q21JI,,, EXTERIOR EXTERIOR ���lv��.•'....•.. �% ' , L111;17=mirAwarArini ..m. MI If 10. 1•1°.11:. . :Mem .:-.. -,),,. .TAT, 9w l,55..7:: 41116r- aw , i ___kliki ________,_ 1 :::,..'6."-•: INTERIORI o I, •........, h a, INTERIOR c �::::4.,ingiopg,:,,,,:- . ,,�tJ`��s. �11 ���IlL``''ipp9]��Y.A�• ® 0.lKd9�?BBA]rou No x9s]e O4 ROCKWELL MULTI-POINT LOCK JAMB O HOPPE MULTI-POINT LOCK JAMB O HOPPE MULTI-POINT LOCK DATE: 02.05.14 5 OUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILARDWG. Y: CHK. Y: 55 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY G L1TJ M SS15M SS - SCALE: NTS DWG.R:A010871A SHEET: OF 8 J • / PRLYARLD BY: 2X WOOD BUCK Q BUILDING DROPS,INC. MIN. HN - YIP F.DANIA BENCH BI•/D.,STE 330 ZO / DANIA BEACH.El 13004 EDGE DIST. w m I/�/ WOOD ANCHOR P11:19541399 R4)R SEE TABLE SHEET 2 W a 1 SEE TABLE ON SHEET 2 FAX(994I2W.4AB �_I `lz:///• II Vlf0.w.vv.bullAngdropc.com • o w SILICONE wN • S NJ, 1 II. 2X WOOD BUCK O o n„G, O o�m� w u e.. ',44s //.r./ . T 0.25.. CL -J x V E�+ — MAX. MOONM_ 2X WOOD BUCK y ¢ ¢im s sWOOD ANCHORSHIMOO Q H M J EE TABLE ON SHEET 2 MIN.EMBED, 2 ET 1 HEAD (TYPICAL) 2 JAMBE(TYPICAL) 3 OPERABLE SILL cL trio • Q.-- o Z 6 OUTSWING SHOWN-INSWING SIMILAR O OUTSWING SHOWN-INSWING SIMILAR O INSWING-NO ANCHOR REQUIRED 0 ENDURAZAIL4565F 2� O OP W i SILICONE - W rP'�t�� tii F"') ��1� � .•,�� SILICONE 1!!!b_— -i• IIi SILICONE REMARKS BY DATE 2X WOOD BUCK 2X WOOD BUCK - Add ADA 411,Multi-Point Lock DL 06/23/12 2X WOOD BUCK • 1W S DOWN.,IS Nit PRO(LINT Di DIN LANG°OVS,IND AND SHALT NOT OE REPRO01.0IN WNW OR DART W IINW i WRITTEN CONSENT OP WADING DROPS.NC. 4 OPERABLE SILL O OPERABLE SILL 7 OPERABLE SILL MARKINGS IO NNIS DOCUMENT CUMENT RE NOT PPRAIRTOTHER TFO AND OUTSWING-NO ANCHOR REQUIRED vogt`I`9 tniviwj�ni N Q INSWING-NO ANCHOR REQUIRED OUTSWING-NO ANCHOR REQUIRED `SS i/i AFCO J-2297 AFCO A-276/P-2000 AFC°H-497 ``���e5 F..,yaR�,�' o TA-oro r cr " ,4,,4"0SILICONE ✓(� SILICONE \SILICONE ,'',i4a� g {A `,```` - +....., ( S��� . 4:..4 1 .� IDP wca)ofAwIDmxANONND)9s)R AN 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 DWG. Y: CHK.BY: O OPERABLE SILL _ O OPERABLE SILL OPERABLE ADA SILL GL�TJM SS/MSS 6 OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO q•117 ENDURA IOBL4565F ENDURA HCI5000 - - DWG.a:A010871A • SHEET: OF 8 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW_ _ - - - ----SECTION OF HEADORIAMB-ASLONG-ASMINIMUM— - -----------------_--- --- - EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. • PREPARED BY: \ MIN. 1X WOOD BUCK Q EDGE DIST. (OPTIONAL) - SEE TABLE SHEET2 N BUILDING DROPS,INC. Zw 190 E.DANIA BEACH BLVD,STE.BIB OP a IN �� CONCRETE ANCHOR SILICONE 1=1/1 OAPPH.BEACH,FL 1 B 199AIB99ftd)A r SEE TABLE ON SHEET 2 ••^' FAX.195dVJid)BA a __ I -i•w•i�•41,_,,,t,_,..*.�� • MEP xry x,.edieE.¢mDG•ma, l'' CONCRETE/ ir MASONRY p ?F BY OTHERS 4 CONCRETE/ O d -,to MASONRY F- m`e,'^ 1 - 1X WOOD RUCK BY OTHERS H a •A 1 1/1 //%// (OPTIONAL) H a¢m m N ' o f iiil //1/. /1/ —I I MAX. Ix-a CC a i CONCRETE ANCHOR SHIM • - O¢ m m Y oLA- SEE TABLE ON SHEET 2 — CONCRETE/MASONRY BY OTHERS ti MIN.EMBED. SEE TABLE SHEET2(TYPICAL) 3 OPERABLE SILL p a W CD HEAD (TYPICAL) O JAMB y a W OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR O INSWING-NO ANCHOR REQUIRED l9 U i` ENDURAZAIL4565F w cCZ o ca O & U SILICONE W �� C14 SILICONE _ ,dit w p�.� _,� 4:.. ..S. I SILICONE ii-!4�plDO�! ; a �i��it!O���Q1•�•��: ����•170�,47- _ a c REMARKS BY DATE CC Q d Add ADA Sill,MueiPoint Lock GE 06/23/14 p CONCRETE/ CONCRETE/ CONCRETE/ - • •' MASONRY . . - MASONRY • MASONRY BY OTHERS BY OTHERS BY OTHERS DEN DIKuS LNt IS Ulf PROPER IN O uJiW WGDROPS.NC AND SHAM NOT BE REPRODUCED IN wI OTE OR PARI CONSENT or ovumDROPS,ND CD OPERABLE SILLOPERABLE SILLOPERABLE SILL _ HED MNT `"°PB ^EDADO xVAE�GA�v rnwvg}OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED \\\\i 1, ARC/J-7297 AFCO A-276/P-200D AFCO H-497 �%%05 F.JN'0•�.. :. _ .* . �A "•40 *' • . -O .., TAT, 9 j .�:..,* SILICONE fi' ' - SILICONE,-�. SILICONE SILICONE 4 04,',q�VCC 1"P."�Il� 4 .Q A C 4 G "d d199[D//4dE5k6f �6�0. - . G O • G EOM CCM.OFLAUTfC0 TIONNn MSTR CONCRETE/ CONCRETE/ CONCRETE/ •MASONRY • MASONRY • MASONRY BY OTHERS BY OTHERS BY OTHERS OPERABLE SILL (i) OPERABLE SILL ,�i� OPERABLE SILL DATE: 02.05.1+OUTSWING-NO ANCHOR REQUIRED OUTSWING-NO ANCHOR REQUIRED �UTSWING/INSWING-NO ANCHOR REQUIRED DWG. Y: CHK.A Y: AFCO A-117 ENDURA 20BL4565F ENDURA HCI5000 ADA GL/TJM SS/MSS SCALE: NTS DWG.a:A010871A SHEET: OF8 ID OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OFHEAO OR JAMB AS LONG AS MINIMUM- -- _ EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. / • • • DRCPARLD BY: 1 BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK O HOPPE SHOOT MULT-PBOLTOIPLNT ATE LOCK ` ITEM# - DESCRIPTION MATERIAL 21 n 82098911 FINGER-JOINTED PINE _ SOLID PINE v0 BUILDING DROPS,INC. 1 FRAME HEAD/JAMBS 398 r.°aeia eCACH m4D-511.338 LAMINATED VENEER @ °AHiA D[anl ru3au LUMBER PH:199413948418 ® / FAX;195.111441]38 COMPOSITE 171- —4� w[a•w.rw e"am"ee.ePs..om 2 (NOT USED) IJ J 3 (NOT USED) .7- o 4 ENDURAZAIL4565F THRESHOLD • 0: T , Ltd EE F¢o a iO - 5 AFC01-2297 THRESHOLD t.-... O L' 4:t a m m D w LL • 6 • AFCOA-276/P-2000 THRESHOLD - 7 a p LL 5 l I_ r a 7 AFCOH-497 THRESHOLD ° f O O° — p Q O M ab8 AFCO A-117 THRESHOLD - ® Je o ,v m 9 ENDURA 20B14565F THRESHOLD 0 O HANDLE IL + • c Z 30 ENDURA HCI5000 ADA THRESHOLD - • 99 ° HEIGHT 0 cc Z �� O - - o°0 0 50 (T�o 11 WEATHERSTRIP URETHANE FOAM& ° ",47 ° © 0 W z POLYETHYLENE m ° ° O Po O W gE 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE n °° n m Z ''S HANDLE ;; 6 13 (NOT USED) - HEIGHT '" 0 44s o Q �1 14 (NOT USED) - I C�o p + ,.._, O 15 #10 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL -.... ........... �' V o I o c Ho (] 0 o, 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL 0 So Ho Ry REMARKS BY DATE 1 a n Add ADA DII,MuTI-Point Lock GL 06/23/14 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL _ f o @ 18 KWIKSET LOCK SERIES 400 STEEL + m 19 KWIKSET DEADBOLT SERIES 780 STEEL o 1 434430334 HrF vao Eaiv eA 0A43O°2wC ROCKWELL MULTIPOINT TONGUE LATCH 8 73228768 6.8 UNIT "e�Dsaan xor m arvao4rc3D rH w4au oa vnar 20 STEEL 10 000 wwnrxrn13srxr Dv ammi4e mevs,rHc. ROCKWELL MULTI-POINT TONGUE LATCH#732287808-O UNIT �'�+ 1 ♦ Arm3ole1 oa3.wDrn outo.w I: N �I 4108[1305 10 M S e°NMfNr An Nor YF83,339 AND 21 HOPPE MULT-POINT HARDWARE HLS9000 STEEL /� r' �' ```�^✓1%181hti"l/r�71'���� I I o0 �``:3Q.'',_S F.,/o 7Z<i 22 HOPPE MULL-POINT HEAD SHOOT BOLT PLATE LH 48784091 STEEL :1 ` • v�� �', 23 HOPPE MULI•POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL ® j J ,�<!/.��yG 4 s •,°�� —ti 1L i7 10 op] =* . r / me .79' —1 1.65"I— �9.,...,:":16.1. TATr qF P ••(UUJ i �.. r ,SCO'Rl0 . .Z FRAME HEAD/JAMBS ENDURA ZAIL4565F AFCO J-2297 O AFCO A-276/P-2000 O HEAD SHOOT BOLT PLATE(LH) '�''1/,',K ��G.`��` VARIES,SEE BOM AT LEFT O THRESHOLD O THRESHOLD 6 2Z 7/yr LamO irci 3` 1 THRESHOLD 39sepD3N r µ03e L " / I -.212I + oot teal OF Al��� xD.a9s1e 2.1./ ./. .P72./' 8 ....• 4.563" 4.56" I I 5.62° I 4.57" , I I ~1.75" DATE: 02.05.14 DWG. Y: CHK. Y: OAFCO H-497 THRESHOLD 8 AFCO A-117 THRESHOLD ENDURA ZOBL4565F O ENDURA HCI5000 ADA O HEAD SHOOT BOLT PLATE(RH) GL�TJM SS MSS 7 O THRESHOLD 10 THRESHOLD 23 SCALE: NTS -*Iv0 I J; o DWG.#:A010871A e 2.���-•-• I C /��.�.��_�—- --:::i V 1�.iZZ'1t SHEET: 0F8 a 0 _ _ 4.62' --I- o I I�4.56' I o 1.75"-I - -7C V 398 East Dania Beach Blvd. BUILDING. DROPS Suite 338 Dania Beach, FL,33004 :t = A Perfect Solution in Every Drop! r1 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 / Studio Fiberglass Impact Approved Opaque Doors For use in the High Velocity Hurricane Zone (HVHZ) • for Florida Product Approval Rei' rt No, 4653,1 Current Florida Building Code Method: 1— D (Engineering Evaluation) - Category: Exterior Doors g Sub—Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro/Studio Fiberglass Impact Approved Opaque Doors For use in the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3'-0"X 6'-8"(Nominal) 3'-0"X 8'-0"(Nominal) Prepared For: iELD-�isil EN irtc. 37-37 Lakeport Blvd. am f h • i Prepared by: s '��� '� "Pp Florida Professional Engineer#73778 = -o . :TAT • Date: 11/15/2017 ; O ••. p;•,: �� Contents: '�'T�s•'9, O ..�•I• C9���•� Evaluation Report Pages 1-4 •♦ °YON E •% �� �ONAt`�``� Digitally signed by Hermes F.Norero,P.E. HermesriM3Mfo, P.E. Reason:I am approving this document Florida No. 73778 Date:2017.11.17 10:34:29-05'00' BUILDING DROPS Date: 11/15/2017 A Perfect Solution in Every Drop! Report No: 4663.1 Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. • Product Category: Exterior Door Product Sub-Category: Swinging Door Assemblies ComplianceMethod: State Product Approval(1)(d) Product Name: Design Pro/Smooth Pro/Studio Fiberglass | Impact Approved Opaque Doors For use in the High Velocity Hurricane Zone(HVHZ) 3''0"X6'-8" (Nominal) 3''0" XO''O~ (Nominal) ! ' | Scope: This is a Product Evaluation Report issued by Hermes F. Nprero, P.E. (FL#73778)for JELD-WEN inc. based on Method ld of the Florida Department of Business and Professional Regulation -Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interesin 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 Cdde. See Installation Instructions A010871,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. Anchorembedment|into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with [hapterl6ofthecurrentF|odda8uUding[odeanddoesnotrequineanimpactres\staht covering. | 4. Sitecondit\nnsthatdeviatehnmthedetai|sofdrawin8AQ1OQ71requirefurtherengingehnB analysis by a licensed engineer or registered architect. 5. See Installation Instructions AO1O$71 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 . Page'2of4 | / � ���_ 1 �n BUILDING DROPS . A Perfect Solution in Every Drop! Date. 11/15/2017 Report No: 4663.1 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 Certification Agency through ' National Accreditation&Management Institute (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 National Certified Testing Laboratories (FBC Organization#TST1589) Report# Report Date: NCTL-210-3916-02 w/addendum 06/10/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 NCTL-210-3925-03 02/07/14 TAS Report Engineer of Record: Gerard J. Ferrara, P.E. Report# Report Date: p SJW2013-194 w/addendum 06/10/14 SJ W 2013-131-TAS 07/02/13 SJ W 2013-206-TAS 11/13/13 TAS Report Engineer of Record: Kevin P.Tyra, P.E. Report# Report Date: ' SJW2013-246 12/17/13 . Si W 2013-231 12/03/13 SJ W 2013-251 12/23/13 SJW2013-252 12/23/13 SJ W 2013-253 12/23/13 SJ W 2014-032 04/22/14 SJ W 2014-073 06/26/14 SJ W2014-077 06/27/14 SJ W 2014-072 06/27/14 SJ W 2014-080 07/03/14 TAS Report Engineer of Record: Robert H. Zeiders, P.E. 2. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 I� , 1 BUILDING DROPS A Perfect Solution in Every Drop! Date:ep11/15/2017 No: 466 .1 Report 46i 3.1 Certificate of Authorization:29578 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA,Inc. ASTM E84 Report#: 3113726SAT-001 R1 Report Date: 03/13/09 4. Component Material Testing of Fiberglass SMC Skin Element Materials Technology ASTM D635,ASTM D638,ASTM D1929,ASTM D2843,ASTM G155 Report#: ESP010982P Report Date:02/26/13 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by(2X)wood buck substrate (Min.S.G. =0.55), use#10 Wood Screw type i installation anchors of sufficient length to achieve a minimum embedment of 1.501 into the ed c•whrtr rte B. For concrete(Min.f'c=3000 psi) or masonry(Conforms to ASTM C90) substrate where one by(1X), non-structural, wood bucking is employed, use 3/16"diameter ITW Tapcon or%" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min.f'c=3000 psi)or masonry(Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16"diameter ITW Tapcon or%"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (A010871)for anchor spacing and more details of the installation requirements. Design Pressure: MAX. OVERALL DESIGN PRESSURE(PSF) NOMINAL SIZE MISSILE CONFIGURATION INSWING OUTSWING IMPACT WIDTH HEIGHT RATING P05. NEG. P05. NEG. X 3'-0" 6' 8" 65' 65 I 65' 65 LMI &SMI I X 3'-0" 8'-0" 50' 50 50" SO LMI &SMI Hermes F. Norero, P.E. Florida No.173778 Page 4 of 4