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HomeMy WebLinkAboutProduct Approval-Jeld Wen rr . 19.01,)03 •- -1-----,..- �q5£ �.� �*�"x�R '"� µ��4, #, 6tA'afmm�- jr�. y "")' 1 ': "°Y ,9' .t S .; r` .r w amu-' s A bilk i, t 7-1'tea. ,�" ii • L______11:.__._.. - i •? d t�t`,-. `�.f'''f",` ?-,,i-?S•'' 7' „ `"4 ,y .o is,,„,.. 4 y� .7`a .l '.,, "��' 3zitwf"«.v m....Ys1yKi'*'.3�.. ,nvafl , BCIS Home Log In (User Registration Hot Topics I Submit Surcharge Stats&Facts I Publications Contact Us BCIS Site Map i ;Links . Search Florida t., ' ;v7,,1 Product Approval III "+ USER:Public User : :,_krr x.p.ra Product Approval Menu>Product or Application Search>Aoolicatlon List>Application Detail , 4 1 '7;�:_ - r,` FL# FL16674-R9 Application Type Revision Code Version 2017 1 .,..,,,,.;„;,,,',.:,_,,::-''.,:11'.'',,',,,,,, 1 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. w M. Comments I' Archived o Product; , � Manufacturer JELD-WEN 1; Address/Phone/Email 3737 Lakeport Blvd I Klamath Falls, OR 97601 } (800) 535-3936 a fbc1@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbci@jeld-wen.com E.,-'. Technical Representative JELD-WEN Corporate Customer Service 0 Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 ` customerserviceagents@jeld-wen.com 1. °j Quality Assurance Representative Address/Phone/Email Category 1 Subcategory Exterior Doors Swinging Exterior Door Assemblies �I Compliance Method Certification Mark or Listing x; 1i Certification Agency National Accreditation &Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard ��" AAMA 1304 Year 2002 2005 ASTM E1886 ASTM E1996 2006 , ASTM E283 2004 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By 1 ' Product Approval Method Method 1 Option A Date Submitted 02/21/2018 Date Validated 02/26/2018 ` Date Pending FBC Approval Date Approved 03/06/2018 Summary of'Products N I FL# Model, Number or Name _ Description 1,- 16674.1 A Design Pro/Smooth Pro/Studio Single (X) Impact Opaque Fiberglass Door, 3'-0" x 6'-8" and Fiberglass 3'-0"x 8'-0", Inswing and Outswing ' i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R9 C CAC NI011919.01-R7.pdf t` "• Approved for use outside HVHZ: Yes FL16674 R9 C CAC N1011919-R7,pdf I 3 -• Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions r' 3 , F116674 R9 II A010851A SS 2014-09-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R9 AE PER2750 SS 2014-09-26.pdf f. 3 Created by Independent Third Party: Yes _ 16674.2 B Design Pro/Smooth Pro Fiberglass Single(X) Impact Glazed Fiberglass Door,'3' -0"x 6'-8"and 3'-0"x 8'-0",Inswing and Outswing is T� (Limits of Use Certification Agency Certificate 1 Approved for use in HVHZ: No FL16674 R9 C CAC NI011913.01 R8.pdf j Approved for use outside HVHZ:Yes FL16674 R9 C CAC N1011918-R8.odf ' eImpact Resistant:Yes Quality Assurance Contract Expiration Date ' Design Pressure: +50/-50 03/30/2026 • Other: Installation Instructions FL16674 R9 II A010852A SS 2014-09-26.pdf Verified By: Hermes F. Norero, P.E. 73778 1 ! Created by Independent Third Party: Yes Evaluation Reports "-4 ; j FL16674 R9 AE PER2751 SS 2014-09-26,pdf I ' Created by Independent Third Party: Yes ti," 16674.3 C Design Pro/Smooth Pro/ Studio Double (XX) Impact Opaque Fiberglass Door, 6'-0" x 6'-8" and Fiberglass 6'-0"x 8'-0", Inswing and Outswing ^ 1 Limits of Use Certification Agency Certificate - i Approved for use in HVHZ: No FL16674 R9 C CAC NI011916.01-R7.odf ( Approved for use outside HVHZ: Yes FL16674 R9 C CAC N1011916-R7.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions ' FL16674 R9 II A010853A SS 2014-09-26.pdf : „: e' Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports i FL16674 R9 AE PER2752 SS 2014-09-26.Ddf 1:::-,,- ' 21,":-,,,',=",„?° Created by Independent Third Party: Yes ' , 16674.4 1 D Design Pro/Smooth Pro Fiberglass Double(XX) Impact Glazed Fiberglass Door, 6'-0" x 6'-8"and I 6'-0"x 8'-0", Inswing and Outswing j I Limits of Use ' Certification Agency Certificate .i Approved for use in HVHZ: No FL16674 R9-C CAC NI011917.01-R7.pdf ‘;'�,. Approved for use outside HVHZ:Yes FL16674 R9 C CAC N1011917-R8.pdf 1 Impact Resistant:Yes Quality Assurance Contract Expiration Date I FDesign Pressure: +50/-50 03/30/2026 i Other: I ' Installation Instructions I FL16674 R9 II A010854A SS 2014-09 76,pdf I ? Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: YesI a ! Evaluation Reports 1 j FL16674 R9 AE PER2753 SS 2014-09-26.pdf Created by Independent Third Party:Yes 16674.5 E Design Pro/Smooth Pro/Studio Single with side lite(s) (X,O/O,X/O,X,O) Impact Opaque Fiberglass Fiberglass Door, 9'-0" x 6'-8" and 9'-0" x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate I Approved for use in HVHZ: No FL16674 R9 C CAC NI011922.01-R8.odf Approved for use outside HVHZ:Yes FL16674 R9 C CAC NI011922-R8.odf Impactact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2026 Other: Installation Instructions FL16674 R9 II A010855A SS 2014-09-26.odf §,m I Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports • FL16674 R9 AE PER2754 SS 2014-09-26.odf EE Created by Independent Third Party: Yes I $ 116674.6 F Design Pro/Smooth Pro Fiberglass Single with side lite(s) (X,O/O,X/O,X,O) Impact Glazed Fiberglass Door, 9'-0" x 6'-8"and 9'-0" x 8'-0", Inswing and i Outswing Limits of Use Certification Agency Certificate •, 9 Y Approved for use in HVHZ: No FL16674 R9 C CAC NI011924.01-R7.odf Approved for use outside HVHZ:Yes FL16674 R9 C CAC NI011924-R8.pdf 1 I Impact Resistant: Yes FL16674 R9 C CAC NI013412-R2.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: 03/30/2026 x . I I] Installation Instructions i 11 FL16674 R9 II A010856A SS 2014-09-26,ndf 1 Verified By: Hermes F. Norero, P.E. 7 Y3778 Created by Independent Third Party: Yes Evaluation Reports 1 j FL16674 R9 AE PER2755 SS 2014-09-26.odf Created by Independent Third Party: Yes 16674.7 G Design Pro/Smooth Pro/Studio Double with side lite(s) (XX,O/O,XX/O,XX,O) Impact Opaque 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: PP No FL16674 R9 C CAC NI011914.01-R7.pdf Approved for use outside HVHZ: Yes FL16674 R9 C CAC NI011914-R8.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date • I Design Pressure: N/A 03/30/2026 } Other: Installation Instructions FL16674 R9 II A010857A SS 2014-09-26.odf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R9 AE PER2756 SS 2014-09-26.odf Created by Independent Third Party: Yes 16674.8 H Design Pro/Smooth Pro Fiberglass Double with side lite(s) (XX,O/O,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 Certification Agency Certificate Approved for use in HVHZ: No FL16674 R9 C CAC NI011915.01-R7.ndf Approved for use outside HVHZ:Yes FL16674 R9 C CAC NI011915-R8,pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2026 Other: Installation Instructions FL16674 R9 H A010858A SS 2014-09-26.odf Verified By: Hermes F. Norero, P.E. 73778 " s l Created by Independent Third Party: Yes, j Evaluation Reports FL16674 R9 AE PER2757 SS 2014-09-26.odf Created by Independent Third Party: Yes Contact Us:: .I : . -R... T.I.1. -- ••Phone;850-487-1824 ' I ' NOTICE OF PRODUCT CERTIFICATION CERT/F,0il Tj ,- UV �,CS Tye' • Q CERTIFICATION NO: NI011917.01-R7 r` DATE: 03/25/2014 CERTIFICATION PROGRAM: Structural i COMPANY: JELD-WEN o �r:o P�¢°'�o CODE: 1822-1 _. REVISION DATE: 02/01/2018 To verify that the"Notice of Product Certification"is valid,please visit www.NAMlCertification.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/Studio" Fiberglass Glazed Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Doors Configuration:XX Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed Glass/0.090" Solutia PVB Interlayer/1/8"Annealed Glass IS Frame: W-1879mm(74.00") H-2487mm(97.93") OS Frame: W-1879mm(74.00") H-2470mm(97.25") Panel: W-908mm(35.75") H-2419mm(95.25") DLO: W-606mm(23.87") H-1995mm(78.56") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Wind Zone 3 -Missile Level D ASTM E1886-051E1996-06 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-210-3924-01/NCTL-210-3925-03/SJW2014- 032/NCTL-210-3930-01/NCTL-210-393 0-02/SJ W2014-069/SJ W2014-079/W-1669/W- 1705/W-1783/W-1799 Expiration Date: March 30, 2026 de , Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804) 684-5124 I Fax: (804) 684-5122 I NOTICE OF PRODUCT CERTIFICATION ilmr „o CERTIF,0,r ,„,,..ec,„ 0 e • CERTIFICATION NO: NI011917-R8 DATE: 03/25/2014 mks CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN 04,, E``'F� 'o CODE: 1822-1 n el�fl REVISION DATE: 02/01/2018 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 NAM1 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/Studio" Fiberglass Glazed Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Doors Configuration:XX Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed Glass/0.090" Solutia PVB Interlayer/1/8"Annealed Glass IS Frame: W-1879mm(74.00") H-208Imm(81.93") OS Frame: W-1879mm(74.00") H-2081mm(81.25") Panel: W-908mm(35.75") H-2012mm(79.25") DLO: W-606mm(23.87") H-1587mm(62.50") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Wind Zone 3 -Missile Level D ASTM E1886-051E1996-06 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-210-3924-01/NCTL-210-3925-03/SJW2014- 032/NCTL-210-393 0-01/NCTL-210-393 0-02/SJ W2014-069/SJ W2014-079/SJ W2013- 238/W-1669/W-1705/W-1783/w-1799 2013- 238/W-1669/W-1705/W-1783/w-1799 Expiration Date: March 30, 2026 i 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 • 74"MAX.O.A.WIDTH PREPARED BY: I n JEL e p. EN Write BUILDING DROPS,INC. WINllf) WS C]G DQORS303 E.DANIABEACHBLW..SIE.338 DANIA BEACH,FL]3004 5H•1?Sal]Y9-Ra78 20Z WEB.•.Nww.UUPdirgtlrops.turn DESIGN PRO/SMOOTH PRO FULL LITE wQ IMPACT APPROVED z° III ° Lu ° w ZLL S z )— mc"e53 _ _F_OR.-USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) N o ?w ,`o C7 z o _ is a O.. © m - -cc�- W-J - w-LL..-N—— g Zc Occ 'A, -11 GENERAL NOTES: I O ti 0Q Le_,.. "'s a LL 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT Q Q p INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE 4©TpnO cc_Z > Z Z; (FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: Z/0© 2 J Q W • ASTM E283-04 p TYP.ELEVATION 1 w vi �s • ASTM E330-02 S. 6'.8-DOOR HEIGHT D3 J LL • ASTM E1886-05 --- - �.- _ --..._ _ _.._ - _ ... LU Q CC • ASTM E1996-06 74"MAX.O.A.WIDTH O � 5x • AAMA 1304-02 } 6., .... • TAS 202.94 ©_ /v ~ UJ 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE IIl � IEII I ._ RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF - REMARKS BY DATE INSTALLATION. • Add Multl-Point Lock&Radius Lt.GL 00/23/14 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 0 Add TAO zo3 94 standard SM 09/22/14 A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED _ LLHEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS - O DOCUMENT. I U� 0.50<ROALLILO BDA EAETAVERIIGE BA OLE UR PAD INC PND SIIAILNOt BC RCPRL•DUCED IN WHOIf OP PARI 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT n Yn110VTW51TT[NCONSENTOFBVIIDINGDR 011101RESISTANCE FOR WIND ZONE 3 OR LESS. O1< - w O ALTERADONs,ADDINON5,VI DLImn IND,OR OEM Z K cc MARPINn01071110 V1IA��(µtp9F011RADSE ED090 Z LL Z w N+r[EY•R`RtJIf9,H./,,,, 5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. F- o I v a ���`���$F../V�l���' 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN 0 z I© '1":41C;.1):"..: � I+ :11 ��+ iii GLASS,DECORATIVE,EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)UTES., © ��; r-• 77. NOTE: AFCO 11.497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.0 PSF.REMAINING *.SILTS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT 'O :T•TMEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY 'OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS 21.0 I All I 11.�0•••.,x(11 P; // Z. Q TYP.ELEVATION VOV 44. �4 RI `�E,. 2 77]�E v 13.-0.DOOR HEIGHT . 3'IBE DANA AIUEACH.FL00NNO.09 _ .. ..., FM CERT.OF ALVA:M 110N NO.29578 TABLE OF CONTENTS NOTE: ]igitally signed by Hermes F.Norero.P.E. SHEET REVISION SHEET DESCRIPTION INACTIVE AND ACTIVE DOOR PANEL eason:I am approving this document ORIENTATION IS INTERCHANGEABLE. ]ate:2014.09.2615:37:02-04'00' 1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES DATE: 02.05.14 2 A TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL DESIGN PRESSURE(PSF) 3 A OPTIONAL 2X BUCK ANCHORING DETAILS NOMINAL SIZE MISSILE DWG.BY: CHK. Y: CONFIGURATION INSWING OUTSWING IMPACT GL TIM SS MSS 4 A VERTICAL ASSEMBLIES WIDTH HEIGHT RATING SCALE: NTS --- -- POS. NEG. POS. NEG. A HORIZONTAL ASSEMBLIES XX 6'-0" 6'-8" 50" 50 50" 50 LMI&SMI DWG.# A010854A 6 A GLAZING DETAILS XX RADIUS 6'-0" 6'-R" 50" 50 50' 50 LMI&SMI SHEET: OF 9 7AWOOD SUBSTRATES __ _ _ __ � XX 61-0" - - 8'-0" 50` 50 500- 50 LMLI &-SMI- 8 A CONCRETE SUBSTRATES - - —_ "SEE G L NO..0,aricei 1,run vvNl t INFILTRATIO APPROVED SILLS. • 9 A COMPONENTS&BILL OF MATERIALS • INSTALLATION NOTES: PREPARED BY: 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 392 E.DANIA BEACH BLVD.,SLE.33$ CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. SEE TABLE 74"MAX.O.A.WIDTI I DANIA BEACH,ft nux FOR QTY. PH'1954119,8478 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO PAP:E9S4IT°'n7B0. 1 1/2"TYP. WEB.•Aww.Omlmng&uRf cum STUCCO,FOAM,BRICK VENEER,AND SIDING. 3"TYP.------- 3"TYP. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL , f + 4-I 4--L 1 r + ti LNEJ G2 — — — — G2• p I— OR OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR �__ _......_..-..._..._.._._ MANUFACTURER'S INSTALLATION INSTRUCTIONS. _ 0 3 a+ z �0md 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR LoLo I 4'O ch d m m JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE cc Q - w LL"N • SHELL OF BLOCK. E•1, + a p g= -.7 -- = j 'c g 0- fes— n4 a 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK Co to W w ; j p'a `^ d l,_ CONCRETE/MASONRY CONSTRUCTION. .=L L= m m U M .N-1 W '- F 'i + F 7, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE C7 rn¢al O O O a FOLLOWING PROPERTIES: _z ID LL x 9 x a CC k�'" A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 'S? z z 0 B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. S 3 0 m 4 < 2 S }�� C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH p z xx v1 v1 (.7 U OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 2 I I p Q F�,t PSI. } J aK D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSL a 11 - U 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR INACTIVE ACTIVE1- r LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. -+ I I -- ++ I I I tf.I REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Al 3"TYP A2 Odd Multi-Point Lock&Radius LC GL OG/IA/14 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED- ' D2 3"TYP.----1-- D2 ANCHOR TABLE -014 TYP.ANCHOR LAYOUT - . __ _-- 6'8"DOORS 8'0"DOORS 2 6'.B'ORB'.ODOOR HEIGHT lHOu0cuvkNr,SU4t,•RovnnlvoluunottoR0:.,.INC AND SHALL NOP DE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS.INC. ANCHOR MIN. MIN.EDGE #OF #OF MUMS TO ID OUIUN�S[18OHlirtPER'MITTID MO ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.O.C. ABnNCS rawa mpA Pi•gJ9.r SIZE EMBEDMENT DISTANCE g`E P ANCHORS AT ANCHORS AT \� r/ SPACING AT SPACING AT �\ F. ,i JAMBS HEAD/SILL JAMBS HEAD/SILL - � ��S N�� �i� CLUSTERS CLUSTERS `,s,"'�Q� �(`,`��i� 2%WOOD BUCKti Q 1.1 WOOD SCREW #10 14/2" 3/4" 17-1/2" 4 174/4" 4 7 OR FRAMINGNOTE: •• •/ ", INACTIVE AND ACTIVE DOOR PANEL _* . I'-' •-1 * F. ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 4 17-1/4" 4 ORIENTATION IS INTERCHANGEABLE. = '0 . IT'T • / CC yr 1-3/8"-CONC. ��•"'•"L.- 1 P.••. �� ELCO ULTRACON 1/4" CONCRETE/CMU 1.1/4"-CMU 1" 17-1/2" 4 17-1/4" 4 I��iS••""""""" G ��, ����4pp`t�ryryR'l.'yy(�)i�Ia1dD7EJC�\\�� ITWTAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 11-5/8" 8 14-3/8" 6 3UBE.DAR,' IJII,I1l.t11,\ .336 BANKUTHOR FL ION4 WE CERT.OP AUTHORIZATION NO.345I8 2-#12X3"PFH B2 SCREW C2 1-STRIKE PLATE E2 i� tee, HOPPE#1965040 2-#8%3 PFH P2 1-TOP ASTRAGAL NOTE: SCREW ___ ___ > 1-STRIKE PLATE STRIKE PLATE 1-STRIKE PLATE DATE: AWN.' 6 INSERT PLUG �z=--"`+ -F HOPPE#2098945 HOPPE#1965040 02.05.14 __ - ;ems, L ' INTO BED OF SILICONE _ SCREWS PFH DWG. Y: CHK. Y: niI=i1♦ DETAIL F2 ���_� �� DETAIL C2 �' TYP.ASTRAGAL/ DETAIL I2 GLjTJM SS/MSS Iu. TYP.ASTRAGAL �8� � -� MULTI-POINT DETAIL H2illak TYP.TOP ASTRAGAL/ SCALE: NTS S �+ \��I STRIKE LOCATION TYP.TOP ASTRAGAL ., I♦MULTI-POINT STRIKE INSERT PLUG WITH I DETAIL B2 1-BOTTOM SHOOT 2-49 X 2 112"PFM MULTI-POINT �- __ ONLY STRIKE PLATE ,.L.,,o ; H2 LOCATION DWG.II:AO 10854A ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG PFH SCREWS STRIKE LOCATION LOCATION W/STD.REINFORCEMENT PLATE (INSTALL 1N SILICONE BED (INSWING ONLY) DETAIL E24-#9 X 2 I/2"PFH �� 2-#9 X 2 1/2"PRI SHEET: OF 9 1-ASTRAGAL ONLY ®ouii�® - — UNDER REINFORCEMENT PLATE) - ASTRAGAL ONLY STRIKE STRIKE PLATE PFH SCREWS I I SCREWS PLATE FROM ---- ` A INSWING SILL SECTION VIEW HARDWARE KIT TOUTSWING SILL SECTION VIEW O HEAD SECTION VIEW 2 O SEE DETAIL 0200.[1 ABOVE Z SEE DETAIL E3 OR El ABOVE z INSWINGSHOWN.IONI1NGSIMILAR PREPARED BY: 12) BUILDING DROPS,INC. 303 E.DANIA BEACH BLVD,ST'E.333 DANIA BEACH,FL 3311. PH:19S41193.8378 FA%:(953)7.4 4738 4 1/2"TYP. 4 1/2"TYP. WEB.•www.UUIId FNMON3.Cum 11/2"OFFSET TYP. w i 4 I F f +/M >a,,,l o S. O m o m ~a -' I-- s�aLL J • p a m LL _ I co p� X ^s 1- V N () w \0. Z a /" Cc zCC Zn a� -c.D v CI Q c J e f VI F REMARKS BY DATE Add MAI-Point Lock&Radius Lt GL 04/23/14 .TYP.3 ANCHOR LAYOUT PTIONAl 2%BUCK IN CONCRETE/MASONRY IH11 WCUNIMI IS INE PROPER4 Oi BUIWd4G WO,INC AND BRAM NOT BE REPRODUCED IN DIOIE OR PART WITIIOUTMFITTEN CONSENT OF BUILDING DROPS.INC. ADERATIONS,ADDI NDNS,HIGNLIGID IND,OR OTIBP MARKINGS TO TNIS DON[ E OT PERMITTED AND INVANT iWItiEK1714,104. 11/4"MIN.EMBED TIP. `TN'`��S F.NOI�/',, U z ������ ��1 ���'���1: o- I� SEE TABLE 2X BUCK ANCHOR TABLE �•'��/ )'7 _ v w O 1�1 L, = ' " 0 * 0 I ®�`� I p f_0 6'8"DOORS 8'0"DOORS ► -0 . .T'Tj : SY i MIN.EDGE MIN.CENTER 73 , C7( ' L(1 i ANCHOR TYPE ANCHOR SUBSTRATE MIN' DIST.TO TO CENTER . O "'•,"C P;:e�ZU w �1-1 SIZE EMBEDMENT MAX.O.C. MAX.O.C. i��'C`� �� L7 SUBSTRATE DISTANCE 00 'HI SPACING AT SPACING AT i S �G\.. 2X WOOD BUCK 2X WOOD BUCK INSTALL. JAMBS JAMBS ���i-�ppII//Ah.'1A „�}}'J�y\\\\\ ANCHOR PER BUCK ANCHOR TABLE 3030 AIfb[1�11Jit�f7.{5.338 ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" DANIA IEACIL Tl 31. FM CERT.or AV1130R11ANON NO.29575 ELCO ULTRACON 1/4" CONCRETE/CMU I.3/8"-GONG. 1" 4" 25" 30-1/4" O3 2X WOOD BUCK INSTALL. O2X WOOD BUCK INSTALL. 1-1/4"-CMU 3 CROSS SECTION 3 SIDE VIEW DATE: 02.05.14 NOTES: DWG. I: CHK. Y: GL/TJM SS/MSS 1. 2X 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.#:A010854A SHEET: OF9 - - 3 J PREPARED BY: riNi BUILDING DROPS,INC. 309E DANIA BEACH BLVD..STE.338 DANIA BEACH,FL 33004 PH.0541199-RAM FAX:MANS.4138 WEB:www.DUBdingdrors.cum 0 LU 1 do / / / // / I�., /�./ � ^, n 'CA ., m Oo W a ,'R- - © ilgi a 0— w u.,a......- INTERIOR EXTERIOR EXTERIOR INTERIOR =Cl-C m g C ¢0.LL _ 6riit_. w \Q Q r�i V D U.1 UJ 1 OPERABLE HEAD CD OPERABLE SILL >4OUTSWINGSHOWN-INSWINGSIMILAR INSWING CO " 17. ENDURA ZAIL4S65F _1 F- REMARKS BY DATE Add Multi-Point Lock&Radius Lt.GL 06/23/14 INI10LUMt5I IS Int PROPER rYOI BUIWIHG'AO,.INC AND HULL Nor BE REPRODUCED IN WHOLE DR PART WITHOUTWFITTEN CONSENT OF BUILDNG DROPS.INC. ALTERATIONS,ADDITIONS,ILIGIILIGNIINO,OR OMR MARKINGS TO THIS nocuvw,kpulot ANUAITTEDAND �`N‘%SES F N0 ". 0 ., Q INTERIORill EXTERIOR © INTERIOR EXTERIOR ' —��• r.- '�PO ! _ �: //o1 0 ` -o • •T,T Or. 4 OPERABLE SILL C-1) OPERABLE SILL lP1'D,iii@T��O 39a��AIfIA;11iN.;tlbtE`l aOUTSWING OUTSWING T.OFA1FDPE ceRT.ocnunwarznnoN No.39sTB AFCO J-2297OPTIONAL AFCO H-497 DATE: 02.05.14 GL/TJM SS/MSS SCALE: NTS DWG.#:A010854A -- SHEET: SHEET: OF 9 J HINGE SCHEDULE PREPARED 8v: DOOR HEIGHT QUANTITY HINGE DETAIL AT IAMB: PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP (k 3 "' ^F BUILDING DROPS,INC. 8'-OI 4 398 E.DANA BEACH BLVD.,SI E.338 I I DANIA 0EACH,IL 33004 am.0541399-3479 'E.'g ,•,'I Irearnagn.�� FAY,135417444713 0 iFIMOVII WIT-bow 64Id,40d,op,owl Mill © INTERIOR Q \\� . I -4 rn"o A5' \\ \ / 1 5 ^o ���� O� oo 00 �••9 ----- INTERIOR ,'\ V - - -a>--W-- --wLL.^N— ' \' 1-#9 X 2-1/2"PHILLIPS =C 1- 1=' 11\/ FLATHEAD WOOD SCREW p a I- n a LL • — Imo......,,. I- I- I- A, 3-#9 X 3/4"PHILLIPS Q p /EXTERIOR \ /O FLATHEAD WOOD SCREW a Ln EXTERIOR El p 40 4-39 PHILLIPS FLATHEAD WOOD SCREW Z 0 Wo 43) USE 3/4"LENGTH FOR 6'-8"DOORS (D 0 A USE 1"LENGTH FOR 8'-0"DOORS O ED MEETING STILE 3 HINGE JAMB ° OUTSWINGSHOWN-INSWINGSIMILAR O OUTSWINGSHOWN-INSWINGSIMILAR W; a; _1 BY DATE Add Multi-Point Lock&Rafts Lt.GL 06/23/14 10,5 000U1v0016 Int r4UPEKIi OI BUI WING UB0r•.INC AND slim UTW LIGE BI REPRODUCED M WIIOIE OR PART WITHOUT OUT WRITTEN CONSENT OF BUILDING DROPS.INC. Al8E008 ro r,AroINONS,IIIGNLIGIOING,OR TMU rOo NARNINGS TO TNL DOCO SNOT PERMITTED AND 4-88 X 1 3/8"PFH �• ES F. ,i © 1-REINFORCEMENT PLATE - ��� '-- • •..1"/ F ��i HOPPE#2512296 �� ;p - : "0 . :T•T 711 allr"Mila 398 E.DZI�II/4 330 _ F9PE CER DAM&BLACK fI.310 NO.29978 `J d i ilkiwome III 4 HOPPE MULTI-POINT LOCK 3-#8 X 2"PFH 13-38 X 13/8"PFH 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DATE: 02.05.14 1-MULTI-PT LOCK STRIKE PLATE / (6-8 UNITS) DWG.BY: CHK. Y: % 15-#8 X 13/8"PFH GL/TJM SS/MSS DETAIL A5 (8-0 UNITS) - HOPPE MULTI-PT LOCK COMES WITH HARDWARE SCALE: NTS FASTENING DWG.3:A010854A SHEET: OF9 - - - 5 PREPARED BY: (:)BUILDING DROPS,INC. 303 E.DANIA BEACH BLVD..SEE.338 DANIA BEACH,EL 3304 PH.0541390-4318 FAX:19541434 4708 WEB:•.vww.buildinDdIOP9.cum b 1"MAX. ,EN c 1/2"AIRSPACE 1"MAX' 1/2"AIRSPACE 1"MAX' 1/2"AIRSPACE 1"MAX' 1/2"AIRSPACE L. LNi.I I-o' X �� - _ O ct • co - ___ __— ---_ �A ,4 o J m I INTERIOR 1 EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR a O -1 x=-.7' INTERIOR EXTERIOR Z Cc 2 F 11, 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS - 1/8"ANNEALED GLASS I_. 1/8"ANNEALED GLASS 1-2 LL Q "^1 LL 0.090"SOLUTIA PVB INTERLAYER f/ 0.090"SOLUTIA PVB INTERLAYER II � 0.090"SOLUTIA PVB INTERLAYER LU z_m z m z m .f 0.090"SGP INTERLAYER O•I Q '"g e ' 1/8"TEMPERED GLASS 2 N I 1/8"TEMPERED GLASS 2 v, I 1/8"TEMPERED GLASS z= BY DUPONT c�V S g c,;,' 'I 1/8"TEMPERED GLASS \C JQ C7 h �' �, '0 C -, /I DOW 995 SILICONE m g �'I DOW 995 SILICONE C I- N Z" ,�• DOW 995 SILICONE ��. `' DOW 995SILICONE I II 1111E,ill'ALV 1.11rNIPA I.,p / / 2 o Q j:aati; 0 REDI-SEAL RED(-SEAL DOW 995 SILICONE A 1 6'-8" GLAZING DETAIL 08'-0" 6 GLAZING DETAIL 3 FLUSH GLAZE DETAIL 4 GLAZING DETAIL F 6 20 1/2"MAX.D.L.O.WIDTH 20 1/2"MAX.D.L.O.WIDTH 23 7/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS REMARKS BY DATE 62 1/2"MAX.D.L.O.HEIGHT 78 1/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT IN 6'8"UNITS AT DP+/-50 PSF ONLY Add Multi-Point Lock&Radius Lt.GL 06/23/14 i 1015 NI If HIE r9Ovc9Ir AI 99104)45 9900,.160 AND HB II nor BE 0EPB000CF B IN WHOLE OP PART WRHOUT WRITTEN CONSENT OF WM:4 G DROPS.INC,. ALBERATIONS,ADO(OON5,111011LIG10ING,OB 010 MARI..TD``S B�i I.uLry r ���TnD AN, `.`NAESF•ryO. .., .. 44,*-,•....;:,\,$)'',.... 13 T T • O 'C•- OP.1 -0 ,398E 07/r49P.e Oi1167Eg```\ DANNf,LACI1,ISJ]WE PBPECEBl.OE AUTHORIZATION NO.29578 DATE: 02.05.14 GLITJM SS/MSS __ _ SCALE: NTS DWG.it:AO 10854A NOTE: SHEET: OF 9 FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS -- -- - - - BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON - - - - -- - - - - _ _ — AND RADIUS(SHAPED)LITES ARE APPROVED IN ALL GLAZING \ DETAILS SHOWN ABOVE. f. PREPARED BY: BUILDING DROPS,INC. 393 F.DANIA BEACH BLVD.STE.338 DANIA BEACN,LESSORS PH.IASAI399-V578 VAX:19,,41744 4718 WEB.•www.Buildl P.Bimmps.. • byJ IOb P N O - _ _- 4:2_,-; En- --W a-:-Q — 2X WOOD BUCK ti a Q ,. U, — nQ=ic 4 CC ° - t SILICONE WOOD ANCHOR 0 I- "' i'L,, SEE TABLE ON SHEET 2 Z V m EDGEI DIST. z°Li,,,, //// WOOD ANCHOR ;r r VI•GC p 0. SEE TABLE SHEET 2 I. SEE TABLE ON SHEET 2 0, •' •=•;� N a- a Z° if, mN z 0O Lo 0 °wit N wW i-, w w ki---rip... 2X WOOD BUCK 01111""_.....„,. .....11■ z Q 0 zEi EN I / W w h N 7/=///•/ /// / 2X WOOD BUCK 0.25" MIN. P o 2, MAX. EDGE DIST. REMARKS BY DATE • WOOD ANCHOR SEE TABLE SHEET 2 SEE TABLE ON SHEET 2 MIN.EMBED. Add Multi-Point Lock&Radius It GL 04/73/14 ' SEE TABLE SHEET 2 OHEAD (TYPICAL) O JAMB (TYPICAL) O3 OPERABLE SILL 7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING IRIS IYJCMIEOL ALOE BVADVGuxDI•s.INC. ENDURA ZAIL4565F AND MALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS.INC. ALTERATIONS,ADOHIONS,HIGIILIGHIING,OR OTHER WOOD ANCHOR WOOD ANCHOR MARXwGS mnxslwcv{ RJ1104TPERNnmD AND INV41911U1R f M��( JY. SEE TABLE ON SHEET SEE TABLE ON SHEET ````% S F..yO, '': SILICONE � � SILICONE •N 45_ •I '1-4 Mgi c _ "'PO 2"" W.IIII w< MiliMP111111."- 2X WOOD BUCK =* :.� i •T•T N 2X WOOD BUCK 2 11111 • . fl 4 '' ''"�// oNAIOV- , •• l9a E.��Sd'I 4l iL7ZfE.S a MIN. MIN. DANIA RW14 n 33004 EDGE DIST. EDGE DIST. FAPE CERT.Of AUDIORIZADON NO.29S7B SEE TABLE SHEET 2 SEE TABLE SHEET 2 04 OPERABLE SILL O7 OPERABLE SILL 7 OUTSWING 7 HIGH BUMP OUTSWING AFCO H-497 DATE: 02.05.14 AFCO J-2297 DWG. Y: CHK. Y: GLITJM SS MSS SCALE: NTS DWG.a:A010854A SHEET: OF E -- >OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW ---— -SECTION OF HEAD OR JAMB AS LONG AS.MINIMUM____ -_______ _ _____ _ _ _ _ -- EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. - - - ___ ___ _--- _ PREPARED BY: dil BUILDING DROPS,INC. 39B E.DANW BEACH BLVD..STE.338 DANIA 00501,a 33004 PH.05413078478 FAC:10441744 4738 WEB.wm5w.l1Ull4irDdrops.corn - C)g -.4j T yO '�j "5' ;2'6 m ry N Q ry O LI-1 d�m m MIN. r, LX WOOD BUCK O Q m 00 EDGE DIST. w (OPTIONAL) V SEE TABLE SHEET 2 N SILICONE CONCRETE ANCHOR N ° _ - SEE TABLE ON SHEET 2 �0_ N 2 Lp Lp m /// CONCRETE ANCHOR �r H �; ••�II•%-; SEE TABLE ON SHEET 2 GJ'� —4.-- 2 We I N CONCRETE/ / • m N W zu w /. w� p o c MASONRY 2 F ��• BY OTHERS / 4 i F U _ 2 N 1 Com- -.... / o . �� Iy 1X WOOD BUCK • : A =� j/� // %//' / (OPTIONAL) F rva.. // ,/ .:.� 0.25" MIN. o vi • • •'°' —I I MAX. \— MASONRY/ EDGE DIST. REMARKS BY DATE CONCRETE ANCHOR mom= SHIM BY OTHERS SEE TABLE SHEET 2 Add Multi-Point Lock&Radius Lt.GL 06/23/14 SEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS MIN.EMBED. _ SEE TABLE SHEET 2 (1-) HEAD (TYPICAL) JAMB (TYPICAL) O3OPERABLE SILL I NH D000M ENI IS int PRocur Ir Of BUILDING OBOP4.INC OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR 8 INSWING AND SIIALL NUI'eE xC1`N000CFD IN WHOLE UP PANT ENDURA ZAIL4565F niinanoNs 40000005 olein cinmc DROPS. x 00144 MARKINGS TO MI5 ons-u MITTED AND 11 IL I • iPFe CONCRETE ANCHOR \\\\v� $F ,,r..°: 44, __ SEE TABLE ON SHEET 2 \\ �� ���CONCRETE ANCHOR `�\✓,��,•••• �.p��i�SEE TABLE ON SHEET 2 SILICONE Z •� � Od — )� SILICONE d�' !1 �•nW� I MO ww 3 ^�; 'T'T WCONCRETE/ W CONCRETE/ �'' F G� � ID MASONRY ,n MASONRY �� S \\ BY OTHERS BY OTHERS ��Z H`N/,� RL.D 08ST 398 E.74!f 1 11 I�11L6 .338 DANU.BLACK rl 33o04 MIN. MIN. FBPE CERT.OF AUDIDx0AT10N NO.04578 EDGE DIST. EDGE DIST. SEE TABLE SHEET 2 SEE TABLE SHEET 2 O 4 OPERABLE SILL 7 OPERABLE SILL OUTSWING HIGH BUMP OUTSWING DATE: DWG02.05.14 AFCOJ-2297 AFCO H-497 . CHK. Y: GL/Y:TJM SS MSS SCALE: NTS DWG.B:A010854A 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. J BILL OF MATERIALS PREPARED BY, .\ ' ITEMB DESCRIPTION MATERIAL HOPPE MULT-POINT LOCK FINGER-JOINTED PINE ,•7 SOLID PINE BUILDING DROPS,INC. 398 E.DANIA BEACH BLVD..StE.338 1 FRAME HEAD/JAMBS LAMINATED VENEER O1WNd(B9e5u3+w:.L a3>Nx LUMBER QO FAX:(9541/44 4730 COMPOSITE WEB.Ww.v.B ildisgArVPL.mm f ASTRAGAL,ENDURA ULTIMATE HURRICANE Ln 2 6063-T6 ALUMINUM — II —1 (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) _ Q 3 (NOT USED) - w -' vej '0 N o ENDURA ZAIL4565F THRESHOLD - --�'— LLci �— �j a w'¢"a' — 5 AFCO 1-2297 THRESHOLD - _. 6 (NOT USED) <> .. h 4 0 LL O - -1 e 7 AFC°H-497 THRESHOLD - U [O URETHANE FOAM& h Q 8 WEATHERSTRIP — 0 ® O Q POLYETHYLENE a Z Z ` ' a W 9 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE L`J' z < 10 (NOT USED) WOOD _,— HANDLE I 0 I_ � eo o HEIGHTt:l W Z YT 11 (NOT USED) WOOD L2 2 I o© 0 Lai :It 12 H30 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL N N EI 01-4 i a - 13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL — m O iu2 h 14 BUTT HINGE(SEE SCHEDULE SHEET 5) - — 6 P LI 15 KWIKSET LOCK SERIES 400 STEEL • REMARKS BY DATE 16 KWIKSET DEADBOLT SERIES 780 STEEL 4 0 4a Add Multi-Point Lock&Radius 1[.GL 06/23/14 HOPPE MULI-POINT HARDWARE HLS9000 Q 17 (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) STEEL —may— a8 I ro 18 ODL LITE KIT(LMI �— =° 6063-T6 ALUMINUM O - c I� IHlsucxumcxnsINF rxovexnulBmwweuwlo.INE. 19 FLUSH GLAZING LEG FIBERGLASS — A AND SIIALLNOI.BE REPR000Cl01N WHOLE OR I.ARi CO WIDIOUT WRITTEN CONSENT Of BUILDING DROPS.INC. Al11088IONS,AODNIOVS.11IGNLIGININ0,OR OTIIER 20 ODL LIPLITE KIT(RADIUS LITES) PC ABS MARKINGS TO 11111 oo �C T t OTPERMITR➢ANO `+I,DCidM���J(fNrPi'' '1[ �� o°SEs F.NoR'',, ter— T ��Q- 1. ,��''. Zc O OO rlII 77 dT Ti.:";1. j50.63"�— 1. �0L• Pt..***.• �` '' KS''/ tQisry'.LAL�s NAL,30 \- 0' 398,OARiRI EfIai11TRfE.38 DAN.F.tACI1,f 33004 WE CUL OF AUDIORI]ATION NO.295)8 O VARIES,SEE BOE O ET LEFTANDM NUnASTRAGAL O ENDURA ZAIL4565F THRESHOLD O AFCO J-2297 THRESHOLD O AFC()H-497 THRESHOLD I I 1 . • --.4 , ,.. (►ra DATE: N i /�-�%/�j%/�jj I 0.06" r ���f7` l, .. ����-t`I � DWG.18Y:02.0 S H14Y. '/,'.. 21.4i`� ;71. m �...�^��� �:dig AL ' ' ♦ � , ' 1_ GLTJM SSK./MSS • 4.56" I I 5.62" I I a SCALE: NTS --- 4.563" I 4.62"----------1- DWG.II:A010854A-- - SHEET: OF9 - -- - _ - ---____9_ -- 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 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 Product Evaluation Report of JELD-WEN, inc. Design Pro I Smooth Pro Full Lite Impact Approved For use outside the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Report No® 2753 Current Florida Building Code Method: 1 —A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro Full Lite Impact Approved For use outside 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. F.SES F.,. O 3737 Lakeport II lvd. • ,,�;••' <<,•P Klamath Falls, OR 97601 '• • �; Q Prepared by: _ * * _ Hermes F. Norero, P.E. ',• -o :TAT •• a Florida Professional Engineer#73778 ,n t0- OP.' 44/ Date: 09/22/2014 • �SS, ""..••• , G `` Contents: -/// ` EvaluationiON'i� 0� 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 15:48:51 -04'00' I ' A BUILDING DROPS Date: 09/22/2014 A PerfectlSolution in Every Drop Report No: 2753 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 Impact Approved 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 A010854A,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 A010854A require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010854A for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 � I it BUILDING DROPS A Perfect Solution in Every Drop Date: 09/22/2014 Report No: 2753 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 • 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: .NCTL-210-3918-01 10/04/13 NCTL 210 3924 02 12/18/13 SJ W2013-234 12/09/13 SJ W2013-235 11/26/13 SJW2013-251 12/23/13 SJ W2013-252 12/23/13 SJ W2013-253 12/23/13 NCTL-210-3924-01 12/18/13 NCTL-210-3925-03 02/07/14 SJ W2014-032 04/22/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 SJ W 2014-069 07/07/14 SJW2014-079 07/07/14 2. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3of4 BUILDING DROPS A Perfect Solution in Every Drop Date: 09/22/2014 Report No: 2' 53 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. 1 B. For concrete (Min.f'c=3000 psi)or masonry(Conforms to ASTM GO) 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 (A010854A)for anchor spacing and more details of the installation requirements. Design Pressure: MAX.OVERALL DESIGN PRESSURE(PSF) NOMINAL SIZE MISSILE CONFIGURATION INSWING QUTSWING IMPACT WIDTH HEIGHT RATING • POS. NEG. POS. NEG. XX 6`0" 6`-8" 50* 50 50; 50 LMI&SMI XX 6'-O" 8'-0" 50" 50 50* 50 LMI&SMI Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4