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HomeMy WebLinkAboutProduct Approval Florida Building Code Online LVP—M. -w z M, 11 A'M 'DIf);3j BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search B u s i n es I�` Product Approval Prof essib n'"a I USER:Public User (I-JAId Q R E UE- D,j,iucl,P-ui-,-al H�mj>Pro,i,C-nr AnjjtmEt,Cjj S,,,yh>ALolicafmn List>Application Detail FL# FL16674-R4 SEP 12 2016 t Application Type Affirmation PERMITTING Code Version 2014 St. Lucie County, FL Application Status Approved Comments Archived :1 Product Manufacturer 3ELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com i Authorized Signature Kaecle McLaughlin 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 t Quality Assurance Representative Address/Phone/Email Category Exterior Doors is 9 Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation &Management Institute Validated By National Accreditation &Management Institute A Referenced Standard and Year(of Standard) Standard Year AAMA 1304 2002 ASTM E1886 2005 ASTM E1996 2006 ASTM E283 2004 ASTM E330 2002 TAS 202 1994 � j Equivalence of Product Standards Certified By -7 litip://www.flotid,-tbtiildiiig.or,/pr/pr app_dtl.aspx?parain=wGEVXQwtDqsHepjiq4%2fS6elYO813SIiBDtAqGAG50%vec%2bKt]WG4ck-62AOo3d%3d[IO/14/2015 10:24:49 AMI Florida Building Code Online i 0I affirm that there are no changes in the new Florida Building i, Code which affect my product(s) and my product(s) are in °-" compliance with the new Florida Building Code. i Documentation from approved Evaluation or Validation Entity OYes ONo ON/A tl =A Product Approval Method Method 1 Option A t � Date Submitted 02/20/2015 t Date Validated 02/20/2015 Date Pending FBC Approval 1 Date Approved 02/28/2015 Summaryof Products FL# — I Model Number or Name i Descri tion I' F 16674.1 Design Pro/Smooth Pro Single(X) Impact Opaque Fiberglass Door aLimits of Use 1 Certification Agency Certificate { Approved for use in HVHZ: No I FL16674 R4 C CAC NI011919.01-R4.odf �. Approved for use outside HVHZ:Yes FL16674 R4 C CAC NT011919-R4 pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2018 Other: 3 0x6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions # FL16674 R4 II A010851A 5S 2014-09-26.Ddf Verified By: Hermes F. Norero, P.E. 73778 I Created by Independent Third Party: Yes Evaluation Reports FI-16674 R4 AE PER2750 55 2014-09-26.odf Created by Independent Third Party: Yes r Limits of Use Certification Agency Certificate j " I Approved for use in HVHZ: No ! FI_16674 R4 C CAC NI01191.8.01.-R4.pdf Approved for use outside HVHZ:Yes # FL1.6674 R4 C CAC NT011918-R5.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2018 ##i Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions i' FL16674 R4 II A010852A SS 20 14-09- 6-pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes I I Evaluation Reports j {, I FL16674 R4 AE PER2751 SS 2014-09-26.odf r Created by Independent Third Party: Yes " —....... ...... —- — ----- 16674.3 Design Pro/Smooth Pro Double(XX) Impact Opaque Fiberglass Door i. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Fl-1.6674 R4 C CAC NI011916.01-R4.odf Approved for use outside HVHZ:Yes I FL16674 R4 C CAC NI011916-R4.1)df Impact Resistant:Yes f Quality Assurance Contract Expiration Date " l Design Pressure: +50/-50 03/30/2018 t" 1 Other: 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions t FLL16674 R4 II A010853A 55 2014 09 26.odf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE PER2752 55 2014-09-26.gdf Created by Independent Third Party: Yes 16674.4 Design Pro/Smooth Pro Double(XX) Impact Glazed Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI011917 01-R4 pdf Approved for use outside HVHZ:Yes FL16674 R4 C CAC NT011917-R5.pd Impact Resistant:Yes i Quality Assurance Contract Expiration Date i f Design Pressure: +50/-50 03/30/2018 Other: 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions FL16674 R4 II A010854A 55 2014-09-26.odf Verified By: Hermes F. Norero, P.E. 73778 ..- http:/iwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=%vGEVXQwtDgsliepng4°62fS6e1YO813SItBDtAgGAG50wec%2bhtIWG4ck62A%3d%3d[10/14/2015 10:24:49 ANI] Florida Building Code Online Created by Independent Third Party: Yes Evaluation Reports FI 16674 R4 AE PER2753 SS 2014-09-26 ndf a Created by Independent Third Party: Yes 16674.5 ,Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O) Impact Opaque - - Fiberglass Door ( Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No I FL]6674 R4 C CAC N1011922.01.-R4.pdf Approved for use outside HVHZ: Yes FL16674 R4 C CAC NI011922-R5.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2018 Other: 9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions x FL16674 R4 II A010855A SS 2014-09-26.pdf I' Verified By: Hermes F. Norero, P.E. 73778 f Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE PER2754 SS 20:14-09-26.pdf Created by Independent Third Party: Yes 1 16674.6 A Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O) Impact Glazed �. Fiberglass Door i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F1 16574 R4 C CAC NI01192.4.01-R4.ndf Approved for use outside HVHZ: YesFL]6674 R4 C CAC N101.1924 R5.�2df A Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:N/A 03/30/2018 (' Other: 9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions }' FL16674 R4 II A01 0356A SS 2014-09-26.0f Verified By: Hermes F. Norero, P.E. 73778 i Created by Independent Third Party: Yes Evaluation Reports 1 FL16674 R4 AFP R 75 2014-0 - 6.pdf hCreated by Independent Third Party: Yes _ E ....... ..._.-- ............ -_ r_ ....- ......... ..--_............. ... ......- .--.. ..........---- �AY { 16674.7 Design Pro/Smooth Pro I Double with side lite(s) (XX,O/O,XX/O,XX,O) Impact Opaque Fiberglass Door ' Limits of Use — —� 'Certification Agency -- 9 Y Certificate Approved for use in HVHZ: No FI-16674 R4 C CAC NI011914.07-R3-sigp_ed.pdf Approved for use outside HVHZ:Yes FI_16674 R4 C CAC NI011914-R5.Odf Impact Resistant:Yes Quality Assurance Contract Expiration Date ;! Design Pressure: N/A 03/30/2018 Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions i FI-16674 R4 II A01.0857A SS 2014-09-26.ndf = j Verified By: Hermes F. Norero, P.E. 73778 }; 4 Created by Independent Third Party: Yes t Evaluation Reports FL16674 R4 AE PER7.756 SS 2014-09-26,pdf g Created by Independent Third Party: Yes 1 16674.8 ;Design Pro/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX,O) Impact Glazed —L� Fiberglass Door t Limits of Use -- Certification Agency Certificate ~~ ! Approved for use in HVHZ: No FL16674 R4 C CAC NI011915.01.-R4.o f I Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011915-R5.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2018 Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions FI 16674 R4 II A010858A SS 2014-09-2.6.ndf Verified By: Hermes F. Norero, P.E. 73778 1, 1 Created by Independent Third Party: Yes } Evaluation Reports F1_16674 R4 AE PER2757 SS 201.4-09-26.12df " Created by Independent Third Party: Yes Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone.850-487-1824 "y The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy statement::Accessibility Statement::Refund Statement L dt" Under Florida law,email addresses are public records.If you do not wan[your a-mail address released in response to a public-records request,do not send electronic littp:/i%vww.floHdabiiilding.org/pr/pr app_dtl.aspx?parain=%vGE V XQwtDgsHepng4%21S6e 1 YO813SIiBDtAgGAG 50wec%2bKt I W G4ck62A%3d%3d[10/14/2015 10:24:49 AM] Florida Building Code Online 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 C' 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 3 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., r please click here. }( Product Approval Accepts: 09 El 0 sect)ritvm r'r 3,tc http://wwtv.Iloridabttilding.org/pr/pr_app_dtl.asps?parain—�vGEVXQwtDgsHeptig4%2fS6elYO813SIiBDtAgGAG50wec%2bKtI WG4ck62A%3d%3d[IO/14/2015 10:24:49 AM] NOTICE OF PRODUCT CERTIFICATION nV xccg�h .¢ CERTIFICATION NO: NI011919.01-R4 DATE: 03/26/2014 $ CERTIFICATION PROGRAM: Structural r ,. COMPANY: JELD-WEN CODE: 822-1 'FlEOP REVISION DATE: 09/28/2014 To verify that the"Notice of Product Certification"is valid,please visit www.N,L\N,IICertilication.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 Impact 3737 Lakeport Boulevard Approved" Fiberglass Opaque In-Swing or Klamath Falls, OR 97601 Out-Swing Side-Hinged Door Configuration:X IS Frame: W-952mm(37.50") H-2487mm(97.93") OS Frame: W-952mm(37.50") H-2470nnn(97.25") Panel: W-908mm(35.75") H-2419mm(95.25") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Wind Zone 3 - Missile Level D ASTM E1886-05/E1996-06 Qualifies Configurations:s AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: SJW2013-196/SJW2013-129/SJW2013-231/SJW2013-251/SJW2013-252/SJW2013- 253/NCTL-210-3 924-01/NCTL-210-3925-03/NCTL-210-3 93 0-01/NCTL-210-3 930- 02/SJW2014-066/SJW2014-076/SJW2014-070/SJW2014-075/W-1671/W-1711 Expiration Date: March 30, 2018 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 NOTICE OF PRODUCT CERTIFICATION !4Q ticc$� Oy CERTIFICATION NO: NI011919-114 DATE: 03/26/2014 a W CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 822-1 Pio©=' REVISION DATE: 09/28/2014 To verify that the"Notice of Product Certification"is valid,please visit vr-Nv"-.NA\,I]Certi fication.corn 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 Impact 3737 Lakeport Boulevard Approved" Fiberglass Opaque In-Swing or Klamath Falls, OR 97601 Out-Swing Side-Hinged Door Configuration:X 1S Frame: W-952mm(37.50") H-2081mm(81.93") OS Frame: W-952mm(37.50") H-2081mm(81.25") Panel: W-908mm(35.75") H-2012mm(79.25") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Wind Zone 3 -Missile Level D ASTM E1886-05/E1996-06 Qualifies Configurations:x AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: SJW2013-196/SJW2013-129/SJW2013-231/SJW2013-251/SJW2013-252/SJW2013- 253/NCTL-210-3924-01/NCTL-210-3925-03/NCTL-210-3930-01/NCTL-210-393 0- 02/SJ W2014-066/SJW2014-076/SJ W2014-070/SJW2014-075/W-1671/W-1711 Expiration Date: March 30, 2018 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 PREPARED BY: JELD-WENp 371/2'MAX- BUILDING DROPS,INC. WINDOWS 8 DOORS `O.A.WIDTH398 E.DANiA BEACH BLVD.,5TE.139 6 I oaNiA BEACH,FL 33004 5 d PH:19541399.8])8 1954)744 4738 371/2"MAX. WEB:�,.-..�...nwa gd,,o—, DESIGN PRO/SMOOTH PRO s O.A.WIDTH IMPACT APPROVED zLn m m FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) I �® _ \ 3s Z w z 0Bo T "�= 1 m pill 0 GENERAL NOTES: ao'" s 5 ii m¢ ® \Q O L+1 l')DOQ d e O —z E ocU 0 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT LL 5 U ACTIVE 3?QAn ACTIVE = CL a Q 0 NINTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE 3—¢ 5 Z j 3 O 0 W Z C),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 3 O 5 = 0 z J Q W^- • ASTM E283-04 O? LU a / J LU • ASTM E330-02 0.1 • ASTM E1886-05 U �J • ASTM E1996-06 ° • AAMA 1304-02 ?' w • TAS 202-94 ~ W' 3 4 5 6 J 8 9 3 4 5 6 ] 8 9 w � ~� 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRY OR 2X FRAMING AS A MAIN WIND FORCE ~ / a a a 4 a a a a a a 4 a a 4 H RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TYP.ELEVATION 1 TYP.ELEVATION 2 FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF �1 REMARKS BY DATE INSTALLATION. 1 fi'B•DOOfl HEIGHTPGGRH8GHi Add ADA sill,Multi-Point Lock GL 06/23/14 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR Add TAS 202-94 S—da.d SM 09/72/14 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 DOCUMENT. m5N3 s n eu sHAu Noi BLLaLv1auuau vBi wNoii onPnei N 4. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT WIIEN CONCENT OF G0R0P5,wC RESISTANCE FOR WIND ZONE 3 OR LESS. AR.INr oN:xii000cuAs' er OTPERMIToiEDANo 5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH ```SY �$F. DOORS ARE QUALIFIED. �� e.�• � �. 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. � zz b r�J��•'• O REMAINING 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 NOTE: OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH_OH HEIGHT IS 2 1.0 DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. IP •••:��!`O�: ` Z 39R pa`iMI.. PE`.X39 08 TABLE OF CONTENTS r9PE CERT..or wionila ND.29578 SHEET REVISION SHEET DESCRIPTION igitally signed by Hermes F.Norero,P.E. eason:I am approving this document 1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2014.09.26 15:42:34-04''00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.1 3 A OPTIONAL 2X BUCK ANCHORING DETAILS DWG. Y: CHK. Y: MAX.OVERALL DESIGN PRESSURE(PSF) G L TJ M I SS MSS 4 A VERTICAL ASSEMBLIES NOMINALSIZE MISSILE 5 A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPAR SCALE: NTS WIDTH HEIGHT RATING p 6 A WOOD SUBSTRATES POS. NEG. POS. NEG. DWG'p:AO1O851A 7 A CONCRETE SUBSTRATES X 3'-0" 6'-8" 50• 50 50 50 LMI&SMI SHEET: OFB 8 A COMPONENTS&BILL OF MATERIALS X -0 8- 50 `L *SEE &5 'SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. I INSTALLATION NOTES: PREPARED BY: w 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 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.SHIM(S)SHALL BE 398 E.DANIA BEACH BLVD..STE.339 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANIA BEACH,9u3011 —(951)399.n IB 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO W EB:cA3:1954 4736 vrLw.M1uiltlin9tlrpps.EDm STUCCO,FOAM,BRICK VENEER,AND SIDING. ul 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL LLLJ OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR F— o m MANUFACTURER'S INSTALLATION INSTRUCTIONS. 37 1/2"MAX._ Z _ m e e O.A.WIDTH O o ry d S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 3"TYP. cc a�m JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE C2 C2 =E, zw LL; m SHELL OF BLOCK. J— N 3 x a O axx< 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK ® a =O CONCRETE/MASONRY CONSTRUCTION. I O Q } m 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE CL FOLLOWING PROPERTIES: Za We A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 0 B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. t=7 w w U � C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH ti`-'= m Co z OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 m,I^r w ¢ ¢ Q PSI. D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTHZ z 0 6 = OF 2000 PSI. " Ci 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR O Z¢ pm J­_LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. < REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Add ADASiII,Multi-Point Lock GL 06/23/14 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHOR TABLE - umtNllsmcr9 rIN 6'B"DOORS BIB"DOORS A2 RR""-'EcoHi�ry°o�oU"Bo'2olo."IlNc. AnONS,ADDIIIONS.Hm Nc,C DIBLB ANCHOR MIN. MIN.EDGE �1 NTH ENNDI.E.-ITTED AND ANCHOR TYPE SUBSTRATE TYP.ANCHOR LAYOUT "PFNGG�O LN10000""6'llf�, SIZE EMBEDMENT DISTANCE MAX.O.C. MAX.O.C. 2 fi'd-&B'-0'DDo9NEIGNT \\\ SPACING AT SPACING AT �\\ S F'•�O JAMBS JAMBS NOTE: . �/ \ �''• 2X WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. :•• %•;0 WOOD SCREW q10 OR FRAMING 1-1/2" 3/4" 17-1/2" 17-1/4" ITW TAPCON 3 16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" ! •' T T 1-3/8,.-CONC. ELCO ULTRACON 1/4" CONCRETE/CMU 1-1/4"-CMU 1' 17-1/2" 1 17-1/4" ­YTI_ f 398 F.D�kZ&jIjI.�e'Zk�33a TAPCON 37f17— CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" wxu 9rADI,11 NOTE: rerE cE9c Dr DRNATIDN ND.29ne B22-q9%21/2"PFH DOORS SHOWN ABOVE MAY BE LEFT SCREWS OR RIGHT HAND OPERATING DOORS. 2-a9 X 2 1/2"PF H DETAIL D2 25 26 PFH SCREWS TYP.HOPPE DATE: 02.05.14 MULTI-POINT SHOOT BOLT • PLATE LOCATION DWG. Y: CHK. Y: (RH PLATE SHOWN) GL TJMSS MSS DETAIL B2 02 SCALE: NTS TYP.HOPPE I- tSBOTTOM SHOOT MULTI-POINT SHOOT BOLT BOLT PLATE DWG.a:AO10851A PLATE LOCATION HOPPE P2098911 SHEET: OF S SILL SECTION VIEW C HEAD SECTION VIEW k.Zj NSWINGSHOWN OUTSWINGSlkAL R 2 INSWINGSHOWNOUTSWING5IMILAl1 SEE DETAIL 82 SEE OETAIL D2 PREPARED BY: BUILDING DROPS,INC. 398 E.OANIA BEACH RCVD.,SIE.338 DANIN BEACH.FL 33col PH:198JI3998A)8 AK:I9SJI1-721B 4 1/2"TYP. 4 1/2"TYP. Z wEB:wrw.kui tlingdroPS_anm 11/2 OFFSET Ii r. I so wo O roRE Nd i 30 z Y �_ 6ao Irei m O O p Q g a aLL or mw m� m Q x ~ U J z z as Q _ p Wo W y dZ h�v Q N � � r n REMARKS BYJ DATE I Add ADA sill,Multi-Point Lock GL 06/23/14 PEAL LAYOUT 3 iIONAL 2K BUCK IN CONCRETE/MASONRY I.. uIfift-1 RIC, VROU Cl WHOLI OHV RiINC nIrIENECO"'C NG DROPS.INC. OxS.AUOIIIOxS,HIGHUGHIING,OR OIHM nRIIN HISDOCum TrjFNOr PER—ED AUO !11/4"MIN.EMBED TYP. ```SS �IS oN SEE TABLE 2X BUCK ANCHOR TABLE 7 P:0 p'f,• I 6'8"DOORS 8'0"DOORS 'O T T 0'F � z MIN.EDGE MIN.CENTER11 Z ANCHOR MIN. - "/ 1 ANCHOR TYPE SUBSTRATE DIST.TO TO CENTER SIZE EMBEDMENT MAX.O.C. MAX.O.C. �� N = SUBSTRATE DISTANCE / .... w "I SPACING AT SPACINGAT /i `SS \JC R 2X WOOD BUCK JAMBS JAMBS / �0�`S\�S 2X WOOD BUCK INSTALL. qIyyA )yy I ANCHOR PER BUCK ANCHOR TABLE ITWTAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" 9B f.oANIA8f%CI.fL33 .38 rBPE CCRZ.or AUMOflIZAi1CN0N N0,39578 ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 4" 21' 30-1/4" �2X WOOD BUCK INSTALL. [g12X WOOD BUCK INSTALL, 1-1/4"-CMU [PO55 SERION SIDE Vlf W DATE: 02,05.14 NOTES: DWG.GL/TJM SUY: CHK. M:Y: SS 1. 2X BUCK ISNOT FOR INSTALLATION AT SILL. SCALE: NTSp /� 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG•N:AO1O051A SHEET: OF8 3 PREPARED BY: //a\,\ BUILDING DROPS,INC. 398 E.DAN BEACHBLVD., 3I8 DANIA FL3300A �.m+ P( )399 8738WEB.`AX 95 wuu'ti itl nytlrppvrom 11 INTERIOR EXTERIOR EXTERIOR /. INTERIOR mn N o 4 I INTEAIOR / EXTERIOR p F 0 m n O 5 CL y 0��- 2 Lu wLL� p0 m gx== Q, W ^^x O F N OPERABLE HEAD OPERABLE SILL r OPERABLE SILL a 4 OUTSWING SHOWN-INSWING SIMILAR 4 INSWING 4 OUTSWING (3 U 7" ENDURAZAIL456SF AFCO 1-2297 O LLI a� w� 11 F. EXTERIOR INTEAIDR REMARKS BY DATE INTERIOR EXTERIOR / 7 INTERIOR EXTERIOR Add ADA SiII,Multi-Point Lock GL 06/13/14 10AD Ci 1,oocu aineeEC-N U41 o!EUII ND DROPS.NC. e 110.1,AU0-S.Hi NU6H n.4,Ofl OEN. OPERABLE ADA SILL OPERABLE SILL OPERABLE SILL .w;��A,"""��uM �lP�bNOTPERM 7EOAN 4 INSWING/OUTSWING 4 INSWING 4 OUTSWING 5 F. � ENDURA HCI5000 AFCO A-276/P-2000 OPTIONAL AFCO H-497 �� •'•,r,• ��:1'Q �� a - ir -�'0'.5� l oP: 4u p Ga 11 11 �gT�fl�q(c�D4�lmt�y?` )9fl E.oAkil%�I114,-TE." 9 INTERIOR EXTERIOR FEPE CERL ai AUTHOCI RIZA➢ON NO.3 78 B INTERIOR EXTERIOR DATE: 02.05.14 CO DWG. Y: CHK.BY: GL/TJM I SS/MSS OPERABLE SILL OPERABLE SILL SCALE: NTS DWG.a:AO108S1A 4 OUTSWING 4 OLITSWING SHEET: OFB OPTIONAL AFCO A•117 OPTIONAL ENDURA URA ZOBL4565F 4 PREPARED BY: HINGE SCHEDULE HINGE DETAIL AT IAMB: PLACE 119 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP �• DOOR HEIGHT QUANTITY BUILDING DROPS,INC. 3 398 E.DANIA BEACH BEVD..STE.338 •\ 0`NIA 33GOJ B'0" 4 PH:195519541)1599- 38 AN:(953')35.5>J8 WEB:ww"Rnd.ngd,.p,. m ony/ 8 19 1 \\ LU 1 O w �o^,'d DO dam %� 11 INTERIOR INTERIOR C)C EW g a a H9 X 2-1/2"PHILLIPS Q Q N'g FLATHEAD WOOD SCREW O U Q \ \ 3-119 X 3/4"PHILLIPS z + FLATHEAD WOOD SCREWS �5 EXTERIOR EXTERIOR' p Of 4-09 PHILLIPS FLATHEAD WOOD SCREWS Q 17 USE 3/4"LENGTH FOR 6'-8"DOORS 2 �� USE 1"LENGTH FOR 8'-0"DOORS ay LOCK JAMB HINGE JAMB y 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR REMARKS BY1 DATE Add ADA sill,Multi-Point Lock GL 06/23/14 13-118X13/8"PFH(6'-8"UNITS) 9-119X13/4"PFH 3-118X2"PFH 8-US X 2 1/2"PFH W/HARDWARE 15ME W/HA DWPFH(RE UNITS) (6'-8"&8'-0"UNITS) W/STRIKE HARDWARE COMES W/HARDWARE W/STRIKE HARDWARE I-MOIL STRIKE PLATE menu.IH__UNOT BEEraoSep,rEarco�e w 4-MPL STRIKE PLATES 4-118 X 13/8"PFH HNii OUT WA PEN CONSOIPA ENTOf%=-DROPS�xtNC 21 1-REINFORCEMENT PLATE-� o Au,wvlONs.ADDmoxS,IIGIIIGHI M1IARRING9.Tin,DOCUM 20 HOPPE 112512296 jya�NDr AND o Iv EXTERIOR EXTERIOR M 0 INTERIOR oo �i��< '•C,1 .••O• \�\�~ INTERIOR ••... ���i�S�npsPa/,�q(E9D4�11ao�9�G 399 E.Oa Qi Il((J.EI'I'll El39 IT IT A BGCN,F Fee CERT.OF AUTHORIZATION NO.79579 11 11 ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK JAMB III HOPPE MULTI-POINT LOCK 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DATE: 02.05.14 DWG. Y: CHK. Y: GL/fi SS MSS SCALE: NTS DWG.H:A010851A SHEET: OFB 5 PREPARED BY: 2X WOOD BUCK n BUILDING DROPS,INC. N w 398 E.DANIA BEACH BLVD..STE.338 MIN. VIj DANIA BEACH,FL 33BOR EDGE DIST. "' % WOOD ANCHOR PH:19541399-8 SEE TABLE SHEET Awa %/ SEE TABLE ON SHEET2 FAR:(S.444)13 E_ WEe:www.nunainge.00s.com ' %� SILICONE wN o . w j 2X WOOD BUCK zF % E> w 0.25" E> MAX. 2X WOOD BUCK p E Q gas x m� WOOD ANCHOR SHIM CA. g SEE TABLE ON SHEET 2 MIN.EMBED. Ln SEE TABLE SHEET 2 a Q DO HEAD (TYPICAL) JAMB (TYPICAL) 3 OPERABLE SILL CL 0 ZO w 0 W` 6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING-NO ANCHOR REQUIRED O 0 y ENDURA ZAIL4565F Fel o SILICONE Wi SILICONE SILICONE P2 2X WOOD BUCK 2X WOOD BUCK REMARKS BYJ DATE Add AOA sill,Multi-Paint Lack GL 06/23/14 2X WOOD BUCK spocuMENTi=PEAFY ANDp1E oP P.T WIT OPERABLE SILL /��\\ OPERABLE SILL '/�'�,��� OPERABLE SILL GSTO A�Co";[N!y„`BUILDING [UILo ION. DAN I • 1 I 'r 1 , A XAIID • 9[rJJN AGN M'D�HLR RINGS iDSHl900[VM T N T EP i.1H ANp 6 OUTSWING-NOANCHORREQUIRED 6 INSWING-NO ANCHOR REQUIRED6 OUTSWING-NO ANCHOR REQUIRED S F. AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 C3 �SR�kJfNMlanE������ SILICONE SILICONE SILICONE 398 E.oA�i.�i�/iijq4 , 31. DANIABLACII.FL FSPE CERT..OF AUTHORIZATION NO,29578 2X WOOD BUCK 2X WOOD BUCK 2%WOOD BUCK DATE: 02.05,14 OPERABLE SILL OPERABLE SILL � OPERABLE ADA SILL GL/TJM Umss 6 OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 ENDURA ZOBL4565F ENDURA HCI5000 DWG.k:A010851A SHEET: OF8 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW /'� SECTION OF HEAD OR JAMB AS LONG AS MINIMUM hV EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY:n MIN. WOODBUCK FS E DIST. w (OPTIONAL) LE SHEET F:w BUILDING DROPS,INC. NN '< : 398 E.DPNIA BEACH H VD..5TE.338 2 4 w DANIA BFACH,it l3DW 2 m % CONCRETE ANCHOR SILICONE PH:195J13991478 SEE TABLE ON SHEET 2 PAX 195JI333.J93R WEB:wwxLN11B.ABI—c— DO CONCRETE/MASONRY BV OTHERS CONCRETE/ o/ MASONRYED BY OTHERS1X WOOD BUCK d C U')(OPTIONAL) 0.251. < d An N MAX. p H AnaxLL SHIM 11 VI m a CONCRETE ANCHOR CONCRETE/MASONRY BY OTHERS Q m SEE TABLE ON SHEET 2 MIN.EMBED. U y BLE ULU 1 HEAD (TYPICAL) SEE JAMEB (TYPICAL) 3 OPERABLE SILL � LU w` 7 OUTSWINGSHOWN-INSWINGSIMILAR 7 OUTSWINGSHOWN-INSWINGSIMILAR 7 INSWING-NO ANCHOR REQUIRED z ENDURA ZAIL4565F 0 �a SILICONE W Lii SILICONE SILICONE t F REMARKS BY DATE .Q d d .Q d Add ADA sill,Multi-Point Lock GL 06/23/14 CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS meet ismernur Rt .Wc. IND,BE REPRDDUC Ol10e 1APIT ON—OE ButLDiNG DROPS,INC. WITHOUT 'EDUNtONS,HIGHLIGHIING,010"tA 4 OPERABLE SILL OPERABLE SILL OPERABLE SILL ^a�Ga,O1d19DOCDms�°,PEw^,I E°.N° 7 Bn ON OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED AFCO 1-2297 AFCO A-276/P-2000 AFCO H-497 ��� Q'�••" CC 'i F F o Z3 %�O•�,5(' P-.r CUA SILICONE SILICONE SILICONE �qSryryR�q(nP.E4 733 E.DAd11/buN4\�11h`lle d TOPE CERT.Of Au,HOPHATION NO,29578 Q. CONCRETE/ CONCRETE/ CONCRETE/ ASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS g OPERABLE SILL OPERABLE SILL 1 OPERABLE SILL DATE: 02.05.14 7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING/INSWING-NO ANCHOR REQUIRED DWG. Y: CHK.BY: AFCO A-117 ENDURA 20BL4565F ENDURA HCI5000 ADA G L/TJ M SS/MSS SCALE: NTS DWG.a:A010851A SHEET: OF8 tp OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE 42098911 FINGER-JOINTED PINE SOLID PINE O BUILDING DROPS,INC. 1 FRAME HEAD/JAMBS O 398 E.OANI A BEACH,BLVD.,SrE.338 LAMINATED VENEER DA IWABEA 954)39R3300J li LUMBER IN:(95xp99.11783 PA%:19511)x1 J]38 COMPOSITE wm:.,ww nmlm"canoAc 2 (NOT USED) 3 (NOTUSED) 4 ENDURA ZAIL4565F THRESHOLD - O C. Em-o Nej d 5 AFCO 1-2297 THRESHOLD - 2 p c. '00 e y co 6 AFCO A-276/P-2000 THRESHOLD p� � n"FaLL 7 AFCO H-497 THRESHOLD - O a o®o o �¢ mg 8 AFCO A-117 THRESHOLD - o �� O I� DO 9 ENDURA ZOBL4565F THRESHOLD - O 02 HANDLE a z O o u + Z Z 10 ENDURA HCIS000 ADA THRESHOLD - HEIGHT o C7 Qa 22. We URETHANE FOAM& Ln O = o -- O O F- " 11 WEATHERSTRIP n = - POLYETHYLENE o a Z 16 O Qo w 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE e HANDLE G g Z 11 HEIGHT I, Y•-1' 13 (NOT USED) - � � 14 (NOT USED) _ O o 13 + O 15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL O O o o o ~ u 0 0 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL O REMARKS BY DATE 17 BUTT HINGE(SEE SCHEDULESHEET 5) STEEL Add ADA sill,Multi-Pain[Lock GL 06/23/14 c O 18 KWIKSET LOCK SERIES 400 STEEL c An 19 KWIKSET DEADBOLT SERIES 780 STEEL O ROCKWELL MU LTI-POI NT TONGUE LATCH H 732287686-8 UNIT sx�urvrvm NFBPRO'IO'EoNBi' LT ROCKWELL 20 STEEL LBUUT W PoTtEN CON—TOR BUILD ING DBDPS,INC. co ROCKWELL MULTI-POINT TONGUE LATCH#73228780 8-0 UNIT s A is ilNc DxoixEx 0.63" rvor PE6MRTED AND 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL ax.Irres:a `vDo'��MP f� _t ES F'NO 22 HOPPE MULI-POINT HEAD SHOOT BDLT PLATE LH#8784091 STEEL O QO `����\'•••. j 0 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH H8783923 STEEL `�,r • \C` y�••+.�� ®®p o —41.65"1—I p�:!qL OFRAME HEAD/JAMBS O ENDURA ZAIL4565F O AFCO J-2297 O AFCO A-276/P-2000 22 HEAD SHOOT BOLT PLATE(LH) VARIES,SEE BOM ABOVE THRESHOLD THRESHOLD THRESHOLD 398 f.0°d3"i�.p���d�1F.338 J- I I DANIA B AUinOAIIA)IOND.39578 L. 4.5634.56" I I 5.62 �I 4.57"�I I 1.75" DATE: 02.05.14 DWG. Y: CHK. Y: O AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F 10 ENDURA HC15000 ADA 23 HEAD SHOOT BOLT PLATE(RH) IS TJM SS MSS THRESHOLD THRESHOLD SCALE: NTS 0 = DWG.M A010851A SHEET: OFS 4.58" -oNo 5.00" LJ I 4.62" 0 1 I_4.56" BUILDING DROPS 398 East Dania Beach Blvd. Suite 338 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 Impact Approved For use outside the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Repot No. 2750 Current Florida Building Code Method: 1 — A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro Impact Approved For use outside the Higli Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3'-0"X 6'-8"(Nominal) 3'-0"X 8'-0"(Nominal) Prepared For: ��,��►����,,, 3737 Lakeport Blvd. -z���,��'' K9$iryn,ith F,,flls, OR. 976 Ol . O No. 7 _ Prepared by:Hernies F. Norero, P.E. Florida Professional Engineer#73778 �,n• �O DP;.•' ���� Dat 2014 '���i�0 Contents: NAL Evaluation �G� Evaluation Report Pages 1 —4 ��11111111 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 15:47:05-04'00' BUILDING DROPS A Perfect Solution in Every Drop Date. 09/227 014 Report No: 2750 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 Impact Approved For use outside the High Velocity Hurricane Zone (HVHZ) 3'-0" X 6'-8" (Nominal) 3'-0" X 8'-0" (Nominal) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN inc. based on Method 1a of the 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 A010851A,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 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 embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering for Wind Zone 3 or less. 4. Site conditions that deviate from the details of drawing A010851A require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010851A for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS Date. 09/22/2014 A Perfect Solution in Every Drop -- Certificate of Authorization:29578 Report No: 2750 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 • ASTM E1886-05 • ASTM E1996-06 • AAMA 1304-02 • TAS 202-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization# TST1589) Report# Report Date: SJW2013-196 09/03/13 SJW2013-129 08/09/13 SJ W 2013-231 12/03/13 SJW2013-251 12/23/13 SJW2013-252 12/23/13 SJW2013-253 12/23/13 NCTL-210-3924-01 12/18/13 NCTL210-3925-03 02/07/14 N CTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 SJ W 2014-066 07/07/14 SJ W 2014-076 07/07/14 SJ W 2014-070 07/07/14 SJ W 2014-075 07/07/14 2. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 ^ C BUILDING DROPS Date: 09/22/2014 ( A Perfect Solution in Every Drop Report No: 2750 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(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. E:::'type in.f'c=3000 psi) or masonry(Conforms to ASTM C90) substrate where -structural,wood bucking is employed, use 3/16"diameter ITW Tapcon con type concrete screw anchors of sufficient length to achieve minimum.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 (A010851A)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, POS, NEG. X 3`-0" 6'-8" 501, 50 50' 50 LMI &SMI X 37 S'-0" 50" 50', 50 L AK.-5'MI Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4