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Home My WebLink AboutProduct Approval Florida Building Code Online BCIS Home Log In ? User Registration Hot Topics Submit Surcharge Stats&Facts Publications j FBC Staff BCIS Site Map Links Search Busineso"' Professional -m USER PubliApproval User Product Anoroval Menu>Product or Aoolication Search>Anolication List>Application Detail FL# FL16674-R4 i Application Type Affirmation I -1 Code Version 2014 Application Status Approved Comments i, Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 jfbcl@jeld-wen.com o i ! Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service f Address/Phone/Email 3737 Lakeport Blvd. i Klamath Falls, OR 97601 (800) 535-3936 1 customerserviceagents@jeld-wen.com i I Quality Assurance Representative I Address/Phone/Email r i € Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute 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 1 Equivalence of Product Standards r Certified By C j http:Hwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6e1Y0813ShB DtAgGAG50wec%2bKtIWG4ck62A%3d%3d[10/14/201510:24:49 AM] Florida Building Code Online # IDI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes ONo ON/A i` 1 Product Approval Method Method 1 Option A I Date Submitted 02/20/2015 j Date Validated 02/20/2015 I Date Pending FBC Approval I Date Approved 02/28/2015 i r Summary of Products FL# Model, Number or Name Description -- --- --- ---......— -- ._.._ _. ........... 16674.1 Design Pro/Smooth Pro Single(X)Impact Opaque Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI011919.01-R4.odf I Approved for use outside HVHZ:Yes FL1.6674 R4 C CAC NI011919-R4.pdf " Impact Resistant:Yes Quality Assurance Contract Expiration Date j 1 Design Pressure: +50/-50 03/30/2018 Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions FL16674 R4 II A010851A SS 2014-09-26.12df Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE PER2750 SS 2014-09-26.[2df Created by Independent Third Party: Yes 16674.2 Design Pro/Smooth Pro Single(X) Impact Glazed Fiberglass Door Limits of Use Certification Agency Certificate g Approved for use in HVHZ: No FL-1.6674 R4 C CAC NIO11918.01-R4.pddf { Approved for use outside HVHZ:Yes FL1.6674 R4 C CAC NI011918-R5.odf i ! 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 j I FL16674 R4 II A010852A SS 2014-09-26.12_df f Verified By: Hermes F. Norero, P.E. 73778 I i . $ Created by Independent Third Party: Yes Evaluation Reports I FL16674 R4 AE PER2751 SS 2014-09-26,pdf Created by Independent Third Party: Yes i 16674.3 ;Design Pro/Smooth Pro Double(XX)Impact Opaque Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI011916.01-R4.pdf Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011916-R4.pdf j Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2018 Other: 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions FL16674 R4 II A010853A SS 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.odf Created by Independent Third Party: Yes I 4 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.pddf I y. Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011917-R5.[2df Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2018 Other: 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions A FL16674 R4 II A010854A SS 2014-09-26.1df, Verified By: Hermes F. Norero, P.E. 73778 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgsHepng4%2tS6elYO8I3ShBDtAgGAG50wec%2bKtIWG4ck62A%3d%3d[]0/14/2015 10:24:49 AM] Florida Building Gode On] e ' Created by Independent Third Party: Yes j Evaluation Reports } - FL16674 R4 AE PER2753 SS 2014-09-26.pdf 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 i Fiberglass Door i` i Limits of Use Certification Agency Certificate "Z T e - Approved for use in HVHZ: No FL16674 R4 C CAC NI011922.01 R4.�df Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011922-R5.odf - I Impact Resistant:Yes Quality Assurance Contract Expiration Date f Design Pressure: N/A 03/30/2018 ! Other:9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions j FL16674 R4 II A010855A SS 2014-09-26.12df ? ; Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes ! Evaluation Reports ? FL16674 R4 AE PER2754 SS 2014 06-26.pdf Created by Independent Third Party: Yes i i 16674.6 Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O) Impact Glazed I i ? Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI011924.01-R4.pdf Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011924-R5.pdf i 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 I FL16674 R4 II A010856A SS 2014-09-26.pdf f Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes } Evaluation Reports i FL16674 R4 AE PER2755 SS 2014-09-26.[2df E Created by Independent Third Party: Yes f 16674.7 i Design Pro/Smooth Pro Double with side lite(s) (XX O/O,XX/O,XX,O)Impact Opaque ' Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI011914.01-R3-sicid.pdf ` Z Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011914-R5.pdf i 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 FL16674 R4 II A010857A SS 2014-09-26.pdf j Verified By: Hermes F. Norero, P.E. 73778 . f Created by Independent Third Party: Yes k Evaluation Reports S !!" - FL16674 R4 AE PER2756 SS 2014 09 26.Rdf 3 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 i Fiberglass Door i i a Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI011915.01-R4.pdf i Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011915-R5.pdf j 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 FL16674 R4 II A010858A SS 2014-09-26.pdf l Verified By: Hermes F. Norero, P.E. 73778 r Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE PER2757 SS 2014-09-26.odf Created by P Party:Independent Third Pa : Yes J ! i Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:: Refund Statement — under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-records request,do not send electronic _ 0 http://www.floridabuilding.org/pr/pr app_dt1.aspx.7 param�vGEVXQwtDgsHepng4%2f56elYO8I3ShBDtAgGAG50wec%26KtIWG4ck62A/o3d%3d[10/14/2015 1024:49 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 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 :. i 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 berg_ s Product Approval Accepts: : x 4 , http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgsHepng4%2fS6e1YO813ShBDtAgGAG50wec%2bKt1WG4ck62A%3d%3d[10/14/2015 10:24:49 AM] NOTICE C OF PRODUCT CERTIFICATION � CEF3TfFryC <�b:t acck�r Ir CERTIFICATION CERTIFICATION NO: NI011917.01-R4 DATE: 03/25/2014 CERTIFICATION PROGRAM: Structural 1�. ,��`: COMPANY: JELD-WEN CODE: 822-1 REVISION DATE: 09/28/2014 To verify that the"Notice of Product Certification"is valid,please visit ww",.NA1t,llCertification.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 Glazed In-Swing or Klamath Falls, OR 97601 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 E284-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Wind Zone 3 -Missile Level D ASTM E1886-05/E1996-06 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-210-3930-02/SJW2014-069/SJW2014-079/W-1669/W- 1705 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 GE�TIPIp � acc>zF4�r CERTIFICATION NO: NI011917-115 N .1 x DATE: 03/25/2014 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN c� . ... c CODE: 822-1 J. 0- FlEO PN REVISION DATE: 09/28/2014 To verify that the"Notice of Product Certification"is valid,please visit ww",.NAI\IICertification.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 Glazed In-Swing or Klamath Falls, OR 97601 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-2081mm(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 E1886-05/E1996-06 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- 03 2/NCTL-210-393 0-O 1/NCTL-210-3 93 0-02/SJW2014-069/SJW2014-079/SJW 2013- 238/W-1669/W-1705 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 74"MAX.O.A.WIDTH PaeE'ARI'.0 or: a JELD-WEN, BUILDING DROPS,INC. NV I N' [?U 1'r $ D(] Q It$ \ »PI.cnn,n Plnr•ul,.vo,su xu: c I:ncH, m>JJ F' / \ 6 x1199aIS'4.111N _' A'r If v.Nn ti„id^PdnJ�fn:n DESIGN PRO/SMOOTH PRO FULL LITE 4. 5 V a l7ao q e 2 0 r/1 0 In IMPACT APPROVED =6 LL INACTIVE ACTIVE Z Lu m o FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 3: a oo ?_w q �0 ”v;x i ra 0? / 4 U-1 c O 0 Q GENERAL NOTES: / Cc)U ZO LZ l7 I 1. THE PRODUCT SHAWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT p 4 Q L INTERNATIONAL BUILDING CODE.(IRC(,INTERNATIONAL RESIDENTIAL CODE.(IRC),AND FLORIDA BUILDING CODE > Z �S (FBC),EXCLUDING HVI Q AND HAS BEE`!EVALUATED ACCORDINGTO THE FOLLOWING: ° 0- �Q • ASTM E293.04 EYP.ELEVATION 1 w • ASTM E33_02 - P'�8'0004HEI:JO J LLJ tJv • ASTM F.1N86-0!i W QZ) • ASTM F.1?J9ti-O6 74"MAX.O.A.VJIDT q _V Z) �11e • AAMA 1304.024 � Hg' • TAS 202-94 d K Iii p_ 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONPY OR 2%FRAMING AS A MAIN WIND FORCE. = RESISTING SYSTEM CAPABLE OF WITHSTANU!NG AND TRANSzERRING APPLIED PRODUCT LOADS TO THE / A, ~ I FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF G REMARKS BY DATE INSTALLATION, a ed s�HR,.rc;>•I Lcct&easxsu c100J2 J!Zc ) I 3, TNF INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR / \ Addi4S Z02 9451-da,d SM 122114 A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED J HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE.SPECIFIC DOCUMENTS FOR USE WITH THIS s DOCUMENT. r w ^�S C� 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT RJ AREAS REQUIRING IMPACT m F INACTIVE 8ACTIVE 20 H'rwca;unil`o nu:i,Hi o:%*iF+i RESISTANCE FOR WINO ZONE 3 OR LESS. a < 0 x.��•�ii+u;Puoa>• w;nnncq molmn 5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARS.SF.F.SHEET 6 FOR GLAZING DETAILS. 3 q ® _ t SSS, '$F, ()�'2j�i _ O ��qy 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN 0 z¢ %?' •. �i GLASS,DECORATIVE,EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)LIFES.. � � / .2�1`;'IS„ `S� O ! NOTE:AFCO FI-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.0 PST,REMAINING _ Y• f SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURIS_DILTION REQUIRES THAT PRODUCT ,Oc;.$IT-- Q� LY MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVE'RHANG(OH)RATIO OH LENGTH+OH HEIGHT IS21.0 �0 . iC QRf4 P;.•'\�40 �TYP.ELEVATION 24 0'-0'MOP HEIGHT >rowaM UrvECUI.O�au:HU�I'• TABLE OF CONTENTS NOTE: INACTIVE AND ACTIVE 1) PANEL igitally 9gnrd by Hennes P.rJorcm,P.E. SHEET REVISION SHEET DESCRIPTION edsona mn appurving lhk dx.wnent ORIENTATION IS INTERCHANGEABLE. ate:2014.09.2615:37.02-04'00' 1 D TYPICAL ELEVATIONS,DESIGN PN@SSUNES,AND GENERAL NOTES /1 2 A TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL DATE! 02.05.1`+ DESIGN PRESSURE(PSF) 3 A OPTIONAL2X BUCK ANCHORING DETAILS NOMINAL SIZE _ MISSILE DWG. Y; CHK. Y; CONFIGURATION INSWING OUTSWING IMPACT GLLTJM SS/MSS 4 A VERTICAL ASSEMBLIES WIDTH HEIGHT RATING SCALE.: NTS OS. NEG 5 A IIORIZAZING AETAILSIE_S %X 6'.0.. 6''8" 10• SO SO- SO LMI&SMI DWG.;,:A010854A 6 A GLAZING DETAILS i0• SO SHEET: OF9 7 A LVOOD SUBSTRATES _....._..._. KX 6'0" 8'•U" 50' ij B A CONCRETE SUBSTRATES SO 50• 50 LMI&SMI 1 'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVFD SILLS. 9 A COMPONENTS&Bill.OF MATERIALS INSTALLATION NOTES: PREPARED nr. 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION St 104VN. LLJ 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE INC.BUILDING DROOPS,SHIM STACK TO BE 1/4 INCH.SHLIA WHERE SPACE.OF 1/16 INCH OR GREATER OCCUILS.SHIN4(S)SHALL.BE UI DIN N CONSTRUCTED OF HIGH DENSITY PIASTIC OR BETTER. SF." LE 74'MAX.D.A.WIDTH ._.1!" QTY. n�ss+;,va n+rn 3. MINIMUM[MBF.DME-NT ANDEDGE DISTANCEEXCLUDEWALLFINISHES.INCLUDING BUT NOTLIMITGDTO a+rt.w..:.o:,•nar„,,,,..rr.. STUCCO,FOAM,BRICK VENEER,ANDSIDING. 3”TYP, 11/2°TYP,— i"TYP ' 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE.OF CORROSION RESISTANT taATERIAI n DR HAVE A CORROSION RESISTANT COATING,AND SHALL RE INSTALLED IN ACCORDANCE WITH ANCHORL+2 Lu LC,1 C1 p m o MANUFACTURER'S INSTALLATION INSTRUCTIONS. -v r S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,CIO NOT INSTALL IFJST AUAHON ANCHORS INTO MORTAR +n '. O CW � `rte JOINTS.EDCE DISTANCE IS MEASURLDROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE I Z ,:,a„-• SHELL OF BLOCK. Q L YYY z x UI x 6. FOR 2X STUD CONSTRUCTION,ANCHORING OFT F.ESE PRODUCTS SHALL BE THE SAME AS FOR 2X BI11:K oo i�t7 w I'Q_ CONCRETE/MASONRY CONSTRUCTION. n _ ¢ O r" I 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THEO FOLLOWING PROPERTIES: % ` 9 O CSS 4 3Z�j A.N7000-MINIMUM SPECIFIC GRAVITY OF 0.55. $? V 0. ^ B.CONCRETE:-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. r' - a Z 0 = .1 C.GROU"r rIU.fD CMU-.UNIT STRENGTH CONFORMS TO ASTM C.9O WITH MINIMUM COMPRESSIVE STRENGTH p z x � ® � N y L w PSI2000 PS.AND GROUT CONFORMS TO AS C 476,MINIf•Al1M GROUT COMPRESSIVESTRENGTH OF 20:.'0 Z O Q lYi PSI. J HH11 ' D.HOLLOW BLOCK CMU,UNIT STRENGTH CONFORMS TO ASTM G90 WITH MINIMUM COMPRESSIVE STRENGTH - Q OF 20110 PSI. u a B. SEE SHEETS 7 AND B FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHORIN CTIVE ACI- E >_ LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. REMARKS BY DATE 9, OPTIONALLY,ANC14ORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 3"A2 iYP,— mA2 r.0 uitr Pugin tock Roe t;& -�x 3i+;alzJpa EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. DZ 3"TYP. — .. D2 ANCHOR TABLE �('f,\TYP,ANCHOR LAYOUT �-� s+n^na x•a^Paonrmrair 6'8"DOORS 8'0"DOORS ,eu,.,nrw,rno. ni oxr _...._ �J 3Mt+r aairtiH[Ot+iCNY[tF ARI,s'N.(r90.^4 ixu. ANCHOR MIN. MIN.EDGE ' ANCHORTYPE SUBSTRATE MAX.O.C. ROF MAX.O.C. ROP m �ry r�J-rc ner. SIZE EMBEDMENT DISTANCE ANCHORSAT ANCHORSAT SPACING IT SPACING AT HEAD/SILL HEAD/SILL •} �� JAMBS IAMBS ��q�11S,1A,•l �T /�+ CLUSTERS CLUSTERS 2X WOOD BUCK 'z • \Gk1L113g +gyp Vl00D SCREW ll10 J-1/2" 3/4" 17-1/2" ? 17.1/4" 4 ; ./ .; OR FRAMING NOTE: `, INACTIVE AND ACTIVE DOOR PANEL ITW TAPCON 3116" CONCREI C:/CMU 1-1!4" 2-112" tt.tfl" 4 171/4" a ORIENTATION IS INTERCHANGEABLE. 3 `0 :"''STAT, C)F= i a ELCO UITRACON 1i4" CtINCREa B/[FAIT L3r'8"-CONC. 1" 17. C) •••'6.OrRM�••'•_�� CIAU ACR.I.[91.IJ+U!,iPA!SAt dti N(>�K,3 7 R72x3"NH 62 SCREW C2 I.STRIKE PLATE ILO F I HOPPE.'41965040 21 BR X 3"PFH F2 SCREW 1•STRIKE PLATE I'TOPASIRAGAt. NOTE.: S R STRIKE PLATE 1-STRIKE PLATE QATE: 0 INSERT PL UG HOPPE,12098'945 HOPPE z19lSG4C 02.05.14 7-RR X 3"PFH ttl'fG BEL'OF SILICC SCREWS RW'G. Y: CFIK.gY: F__ DFTAILF2 /MSS DETAIL C2 TYP.ASTRAGAL/ / DETAIL 12TYRTP(UAGALMULTI-POINT DETAIL H2 I TYP•TOPASTRAGAL/ SCALE: NTS INS[UL PLUG VJI11t STRIKELOC1TION Jr.TOp AS"TRAGAI MULTI-POINT STRIKE DETAIL B2 1 BOTTOT )'a9 X 2 1;2"PFt1 MULTI-POINT ONLY STRIKE PLATE 12 LOCATION DWG.R:A010854A PFH SCRENs .STRIKE LOCATION -- R ASiIiAGAI.ONLY INSERT PLUG ROLi INSERT PLUG LDCATIDN W/511).RFINFORCF.MFNT PLATE. (INSTALL IN S11.1CDNE BF.D {INSWING ONLY) DLTAIL E2 1-7STRACAL ONLY R'a9 X 2 Ile Pm - 7.IN x 2 1(2"PfH SHEET: OF 9 UNDER REINFORF.EtdENT PI.AIF.) ASTRAGAL.ONLY STRIKE STRIKE PLATE PTix SCRPWS ! SCREWS INSWING SILL SECTION VIEW PLATE FROM (�OUTSWING SILL SECTION VIEW (�,/HEAD SECTION VIEW 2 su oi!ancz nxvnwu: HARDWARE KIT SEF PEI E2USILLS U �M1SWHGSHQ'NH9UTSiViHGNIE PREPARE I)0Y. BUILDING DROPS,INC. ene c.nnN.a mr.rN Its l'V—Br, P.1m,Itnot' +PLBJI'IJJ li:ip altz"TVP. 41/2"TVP. Z o,.,.n,•,. , •,«n, .1.112"OFFSET TYP. 42 �! w �O fD IZ-4 COLEI SQA? X mY w V N L7 N a �p z = �? a L-i ^r w p i Q Lt: w m REMARKS BY DATE i tJwb MNi6 Point I-k d Raann If Gt.06,1T321 (�TVP,ANCHORLAYOUT iH(INa[1[BUGt LN(ON(➢t:fl/NASONpY ir�UUl'l.•/U1lNlJH5IHIU NUr'N40a nyn of `1 1/4"MIN.EMBED TYP. SY e$Fp�AlO SFE TABLF. _ 2X BUCK ANCHOR TABLE 0 "1111. *Vic..;7.7 P�" 6'8"DOORS 8'0"DOORS •0T/1T[ Z MIN.EDGE MIN.CENTER 7 ANCHOR TYPE ANCHOR SUBSTRATE MIN. DIST.TO TO CENTER '��••'','�C L' j(OQ-.'' �/� N SIZE EMBEDMENT SUBSTRATE DISTANCE •''•••..,..+' ` MAX.O.C. MAX.O.C. i F o� 'tl SPACING AT SPACING AT 2X TBUCK INSTALL. JAMBS lAtdBS2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE '-�,l u�+��►1'11t��+.\+a ITPJTAPCON i/4" CONCRETE/CMU 1.114" 2.112" 4" 25' 3n-I/4" a+:••'�. J+�• ty((;p,.;tt 4.,+wUp4JlUN B[t.f+5tt ELCO ULTRACON 1/4" CONCRCTUMl1 CCDA'C. I" d^ 25" 30.1/4" (�2X WOOD BUCK INSTALL, [�2X WOOD BUCK INSTALL. 1-ud -cmu LM.SS titlp)N IRR VR. DATE: 02.05.14 NOTES: Ow" . Y:JM SSyMSS CHK. Y: I 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL.THRESH01-9 SHAT 1.BE FASTENED GL/T IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEE,1'2. SCALE: NTS q 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 413. DWG.N:AO10854A SHEET: OF9 3 PR[VnREO DY: Li BUILDING DROPS,INC. ll�niri,ftir�u ��iNsurn ama o � um R 1 Ath INTERIOR f¢iMiNg EST E..4 P, ! /. � WENDY. O aca O Q w 4 I ri x Q .tiZ V cc o > X1'1 OPERABLE HEAD 3 OPERABLE SILL w �4 O�-SWING SHOWN-INSWING SIMILAR 4 INSWING 1 ") ENDURA ZAIL4565F REMARKS BY DATE Idd MwU l•G;?:Lurk&lt—,l L; M 06,17.311a 4Axf x r�n'Arliry iU+V(xl llf Ur+il Uxl'u:;x;fk+.v:'. rfiGiC+Gif!f^.4�l+Qf nr� .u•,A °:m��.l'r�JPa Mrnfe npro iMF.R:OR EKIERICA 7 IVTE_RIiA Ei<iCR10R i'�� \VS•',, .747$ . 4 OPERABLE SILL r7 OPERABLE SILL l Q f OUTSWING 4, OUTSWING 4 �tN4iAf ,� j `v tFf f Ci ni G Aff.i+(su�,n:;fft Nfl!H':Y.n AFCO J-2297 OPTIONAL AFCO H-497 DATE: 02.05.14 DWG.AY: CHK. Y: GL TJM SS MSS SCALF: NTS DW'-#:A010854A SHEET: OF9 4 PREPARVO 13Y- HINGE SCHEDULE DOOR HGIG'H IQUANTITY HINGE UET AILAT IAN48: PIACF:d9%2-1/2"PFH SCREW NEXT TO N/l'ATIiPR51'IiIP r .r BLALDIING.DROPS.INC. ,nN•mncR. a ,.ih.u.vlc *ERIOR�- 4 ? INi r.RIORA5o Lu-d9x 2a/2"iILLIPS � a�� FLArHLAU WOOOSCREw p a c1�4 3 k9 K 3/4"PtiILIIPSLn O�XTERIOR FIATHF.AD WOOD SCIREWa'89 PHILLIPS FLATHEAD WOOD SCREW 2 0USE3/4"IENGTH FOR B'-8"ODORS 0 „ USE 1"LENGTH FOR 8`0"DOORS MEETING STILE _ HINGE JAMB 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN INSWING SIMILAR di 1--j t r REMARKS BYJ DATE 6C td.Ity F—,lett&Pad:r.Lt Gl 05123/10 J+IftU ix W I"Part 1.11 i(N tt1Nll.IN1 Ui a.. �IIRUM,iN' 4.#8 X 13/8"PFI I \,``.A�S F. 1-REINFORCEMENT PLATE o `�� C� R HOPPE d2512295 r+T= �\GSPE MULTI-POINT LOCK 3-dRx2"PFH 13-d8x 13J8"PFH FORCEMENT PLATE-ACTIVE PANEL ONLY DATE: 02.05.14 1-MULTI-PT LUCK STRIKE PLATE �� / (6-8 UNITS) DWG. Y: CHK. Y: is-Y.RX13j8"PFH GVbM SS/ MSS AS (8.0 UNITS) NTS HOPPE MULTI-PT LOCK COMES WITH HARDWARE SCALE': FASTENING DWG'a:AO10854A SHE F.T: OF 9 5 PRI VARf II ITV. RIIILDING DROPS,INC. «i I'l'e,.Y.n.!f M11r1 iyl3C1!J '�fYSJIi!7 G<.'P 14.1°I'•JI�JJ J a .•)fh wuw nen:J.nr •'"� 1"MAX. 1"A9A% 1"M A%. 1"MAX. j Vi o^ry 1/1'AIitSPACI: 1/2'A!R51'AF.E I;?"AIRSPACE liT"AIRSPACE C3 QW INTERIOR EK? m ENIUN IN'ERION f%I EN!OR IYIERION E%ILRION IN?ERID4 EE%1F_NICk `-'� `: 1/8"ANNEALED GLASS 1/8"MdNEAlEO CiLA.55 ,.. ,-1/8"ANNEALED GLASS 1/8"ANNEALED CLASS ¢ W 0.090"SOLUTIA PVB INTFRLAYER 0.090`SOLUTIA PVR INTERLAYER SOLUTIA PVR INTERLAYPR OV1 0.090"5GP INTERLAYER T EA E:ali LL 1/8"TFMPFRFOGIASS iy 1/8"TEMPERED GLASS fN 1/8 TEMPERED GLASS zo BY DUPONT �cc'U Q ,,, 1/8"TEMPERED GLASS �O 4 Q Z DOW995 SILICONE m' DOW 995 SILICONE DOW 995 SILICONE DOW 9955'LICDNE IZC. ON w LJ CD �.• o O ( * 18 18 19 20 = REDI-SEAT REUI-SEAL DOV1995 SILICONE X61-811 GLAZING DETAIL r2--�8'4L GLAZING DETAIL FLUSH GLAZE DETAIL [4GLAZING DETAIL 6 2D 1/2"MAX.D.L.O.WIDTH6 20 1/2-MAX.D.L.O.WIDTH 6 23 7/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS REMARKS BY DATE 621(2"MAX.D.L.D.HEIGHT 781/2"MAX.D.L.O.HEIGHT 787/8"MAX.D.L.O.HEIGHT IN 6'8"UNITS AT DP./-50 PSF ONLY l M„!I;.ft;„r locks•Rld-1, 61 06/73/14 nnxm ni u,< ��sn coin:er c F'ryp�'`''��: 1GVN6TAy9fi'Fpp TE 9r w� F DATE, 02.05.14 DWG. Y: J.CHK. Y: GL�TJM SS MSS SCALE: NTS DWG.R:A010854A NOl E: SHEET: OF 9 FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON /^ AND RADIUS ISHAPEV)LIL ES ARE APPROVED IN ALL GLAZING !V1 DETAILS SHOWN ABOVE. PREPARED 9� BUILDING DROPS,INC. 190.(:Y�r,ahn:un t..i.1P. J V1 O li.Q O�pie C Ru �'c —2X WOOD BUCK 4 Q a SILICONE. WOOD ANCHOR C)F¢F.� Fes— `" 1 SEL TABLE ON SHELF 2 2 U co s CO tD(LI LillI. ?n y //� WOOD ANCHOR 4 SEE TABLE SLEET 2 a / SEE TABLE ON SLEET 2 O 4 O Z. w"_I 2X WOOD BUCK Z¢ Cl Q W 2K WOOD BUCK MIN. F- !s.! ED MAX. EDGE DIST, WOOD ANCHOR SHB! SEE TABLE SHEET REMARKS BY DAT[ SEE TABLE ON SHEET 2 MIN.EMBED, un Fr•.mu Poim:naa R<dw,i s Gt oe/:±na SEE TABLE SHEET 0 HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL \ 7 � OUTSWING SHOWN-INSWING SIMILAR ` 7 T OUTSWING SHOWN-INSWING SIMILAR 7 INSWING „i• �:,� ENDURA ZAIL4565F .vcwa>em -minl oiumuioio:nwAnc un wwn WOODANCHOR WOOD ANCHOR !`•• uv.+41�r��n: ..uu St F.TABLE ON SHEE?2 [11E TABLE ON SHEET? SILICONE SILICONE •'•c0i"! w u s 2X WOOD BUCK �, -2X WOOD BUCK ~ .�0,�'•:'i(,p'RfpA; 4i1 '•........ G�?� MIN. MIN. EDGE.DIST. EDGE DIST. r.awi�!1 au...uvv. trove SEE TABLE SHEET 2 SEE TABLE:SHEET 2 OPERABLE SILL OPERABLE SILL 7 OUTSWING , HIGH DUMP OUTSWING DATE: 02.05.14 AFCD J-2297 AFCO H-497 DWG. Y: CHK. Y: GL TJM SS MSS SCALE: NTS DWG.R:A010854A p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROWSHEET: OF9 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE.ACHIEVED. [ 7 r - PREPARED BY. BUILDING DROPS,INC. ti u'VO,Sit!.0 vo-..I!ha)19!NLu ax:gbapaq'IN ti Lf) rv� Ltl o'n+ ¢ H 40 Q gr%" MR:. 1X WOOD RUCK f.DGE DIST, (DPTIONALI SEF:[ABLE.SHEET 2 • SILICONE. CONCRETE ANCHOR SEE TABLE ON SHEET 2LLJ 1E;5 CONCRETE ANCHOR fJ ¢ F— y: Lu SE.E TABLE ON SHEET 2 �, Z Of �,t u }` w� :.. .. CONCRCTE/ w MASONRY Q !'_. °: 1 z e BY OTHERS l.1 1�> `1X WOOD BUCK (OPTIONAL) !_ ry d= ,cG T 0.25" CDNCIthi C/ MIN. 62cl d —t1--MAX. EDGE DIST. REMARKS BY DATE SHIM MASONRY SFE TABLE SHFF71 CONCRETE ANCHOR BY OTHERS ac°MuW P-1—i R.d vLl GE uc2z3n+ SEE TABLE ON SHCEI 2 CONCRETE/MASONRY BY OTHERS ' MIN.EMBED. SEF:TABLE SHEET 2 OHEAD (TYPICAL) n JAMB (TYPICAL) OPERABLE SILL 8 OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN.INSWING SIMILAR 8 INSWING n ENDURA ZAIL4565f soi•nun;P r� CONCRETE ANCHOR SEE TABLE ON SHEET 2 `\\\�rt^�S..w•,( �� CONCHE TEANCHOR r SEE TABLE ON SHEC'I"2 SILICONE `-T�,�•41C' tt I;�C SILICON[ d� �• -*�. Q'.jk!- � yC AIL 9F CONCRETE/ sv'rW'. CONCRETE/ ��i (.` ox=Q wh1ASUNRY v� MASONRY BY OTHERS BY OTHERS MIN. MIN. CL.8'. OIST, EDGE DIST. SF.E TABLE.SHEET 2 SEE TABLF.SHEET 2 OPERABLE SILL r7--� OPERABLE SILL DATE: 02.05.14 8 OUTSWING 8 HIGH BUMP OUTSWING AFCO J-2297 AFCO H-497 DWG. Y: CHK. Y: GL TJM SS MSS sFnLE: NTS DWG.Il:A010854A SHEET: OF9 p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMHEDME NT A:ND EDGE DISTANCE ARE ACHIEVED. BILL OF M A i L'RIMS PREPARED DY ITEMJI DESCRIPTION MATERIAL 17 HOPPE MULT-POINT LOCK n FINGER-JOINTED PILAF. BI.IILDING DROPS,INC. SOLID PINE. avxt onn:nit.n—e !u 1 FRAME HEAWJAMBS LAMINATED VENEER +n Pu!irn res [UMBER COMPOSITE ASTRAGAL.ENDURA ULTIMATE HURRICANE 2 ... (SEE SHEET 2 FOR HARDWARE AND FASTENING DETA ILS) b063-TS ALUMINUM ii+ o 3 !NOT I/.SFU/ Of - 4 ENDURA ZAI1.4565F THRESHOLD_ - O O ~ ~ Q c"Jroro, AFCO J-2297 THRF.SHGLD —_— - a LL `a o x� 6 (NOT USED) 7 AFCO H-497 OT U [Y] URETHANE FOAM 8 '^Q R WEAL HFRSIRI(' Oo p 21 POI.YFTHYIENE y. 4 Q 9 NON-COMPRESSION SHIM(0.25-MAX.Tti K.) COMPOSITE 10 (NOT USED) WOOD HANDLE V' H `ex•- -- 6, HEMHT ll (NOT USED) WOOD ;�EE oO C.) z p? 12 LJ10 WOOD INSTALLATION SCREW W/l 2;2"MIN.EMBEDMENT STEEL w l 0 13 CONC./CMU ANCHOR(SEE ANCHOR TARIS SHEETS 2 R 3) STEEL. 0 Rl= ",u 8 14 BUTTHIN6E(SEE SCHEDULE SHEET 5) _ L'/ F. u 15 KWIKSET LOCK SERIES 400 STEEL +.. REMARKS FDATEKWIY.S[TUEAUBOCESENIES78U STEEL. o dNioio Point lo+k&noa.o—QHOPPE MULL-POWT HARDWARE Hi.59000 k17 (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) STFFI.18 ODL LITE KIT(LMI) 6063.16ALUMINUM 19 FLUSH GLAZING LEG FIBERGLASS x pr P!1.Cer�UaU�.tip. 20 OULUPLITEKII"(RADIUSLITES) PC ABS xa.r. +Hnooc nu"r i�r.�m rcvM�riro...o F_ LT � ^ "$TA+TkQF ct 0.63"�.I�� . OmaFC (( o,xcu.n roar rerrru rn;�n,n.��nrmvr.o»:rn OVA IESMESEE AD/BOMJAMBS O T LEFT ANIDM NAyASTRAGAL O ENDURA ZAIL4565F THRESHOLD O AFCO J-2297 THRESHOLD O AFCO H-497 THRESHOLD I I j j j jj j j/ j// I - 0.06° o � DATE' 0 5. DVJG. Y; CHK. Y: I GL./T1M SSf MSS 4.56 I I SCALE: NTS ase]` � •�-^"aer I ----........._.. DWG.Ic A010854A SHEET: OF9 9 398 East Dania Beach Blvd. BUILDING DROPS 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 % Of JELD-WEN, inc. Design Pro / Smooth Pro Full Lite Impact Approved For use outside the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Current Florida Building Code Method: I —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: S F. k; C) J% 1 1,0sh g - IN V78! t Prepared by: -10 TATjE 9F 0qt' 6�0 Florida Professional Engineer#73778 Date: 09/22/2014 Contents: 0 N AU Evaluation Report Pages I —4 m"", 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' . . ......... BUILDING DROPS Date: 09/22/2014 A Perfect Solution 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 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 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 _................ ----- - --. . -_... _..-..- ..- .-..-.. . BUILDING DROPS z._. Date: 09/22/2014 A Perfect Solution in Every Drop 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 W 2013-234 12/09/13 SJW2013-235 11/26/13 S1 W 2013-251 12/23/13 SJ W 2013-252 12/23/13 SJ W 2013-253 12/23/13 NCTL-210-3924-01 12/18/13 N CTL-210-3925-03 02/07/14 SJ W 2014-032 04/22/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 SJW2014-069 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 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 09/22/2014 Certificate of Authorization:29578 Report No: 2753 Installation: 1. Approved anchor types and substrates areas 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. 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 em ement 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 OUTSWING IMPACT WIDTH HEIGHT RATING POS, NEG. POS. NEG, XX 6'_0` 76' 50" SO 50' 50 LMI &-Mi XX &' J' 50, s0 So" 5U L101i Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4 Florida Building Code Online vim— ," SCIS Home Log In User Registration Hot Topics Submit Surcharge ; Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida u t ,;; Product Approval 4'.... r , r USER:Public User Product Aooroval Menu>Product or Anoliration Search>Aoolication List>Application Detail t � & FL# FL15255-R1 Application Type Revision Code Version 2014 Application Status Approved s� Comments ArchivedEl ;! Product Manufacturer Trinity Glass International Address/Phone/Email 33615 1st Way S Federal Way,WA 98003 (253) 875-7300 andrewn@trinityglass.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com �: rs Technical Representative Address/Phone/Email Quality Assurance Representative a" 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 ❑� Evaluation Report- Hardcopy Received s c,� Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ryan J. King, P.E. ❑� Validation Checklist- Hardcopy Received x,k Certificate of Independence FL15255 R1 COI CERTIFICATE of INDEPENDENCE.1drzsf xaF s4 �r Y r 4 ' Referenced Standard and Year(of Standard) Standard Year s ASTM D1929 1996 n ASTM D2843 1999 ASTM D635 2003 is t4ASTM G155 2004 aS , TAS 201 202, 203 1994 Equivalence of Product Standards http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRNoHTeKozNKW IIbCEMx3AWEBtgJRTL5r4g%3d%3d[1/25/2017 12:54:54 PM] Florida Building-Code Online -777 7 Certified By Florida Licensed Professional Engineer or Architect ' Q FL15255 R1 Eq iiv Equivalency Of Standard5,odf F A Sections from the Code eM�M1F _ v Product Approval Method Method 1 Option D Date Submitted 04/30/2015 Date Validated 05/01/2015 f �� Date Pending FBC Approval 05/09/2015 >., Date Approved 06/23/2015 Date Revised 12/11/2015 a /11/ Summary of Products - Go to.Page Page 1/2 FL# Model,Number or Name Description r, 15255.1 a. Fiberglass Door 6'8 Single Opaque"Impact" Fiberglass Door-Outswing j Configuration (X) i Limits of Use Installation Instructions " R Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.1.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes r Design Pressure: N/A Evaluation Reports Other: See INST 15255.1 for Design Pressure Ratings,any FL15255 R1 AE Eval 15255.1.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes j particulars. 15255.2 b. Fiberglass Door 6'8 Single Opaque"Impact" Fiberglass Door with "Impact" Sidelite or Sidelites-Outswing Continuous Head and Sill ."= Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes Fl-1 5 Rt II Inst I S 55. .pd j Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 If Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.2 for Design Pressure Ratings,any FL15255 R1 AE Eval 15255.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. "Al 15255.3 c. Fiberglass Door 6'8 Single Opaque"Impact" Fiberglass Door with "Impact" i �.- Sidelite or Sidelites-Outswing Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.3 for Design Pressure Ratings,any FL15255 R1 AE Eval 15255.3.j)d additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.4 d. Fiberglass Door 6'8 Double Opaque"Impact" Fiberglass Door with or without "Impact"Sidelites-Outswing Configurations(XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.4.12df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.4 for Design Pressure Ratings,any FL15255 RI AE Eval 15255.4.pdf, additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.5 e. Fiberglass Door 6'8 Single Glazed "Impact" Fiberglass Door-Outswing L http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgv3yVVKJZIQRNoHTeKozNKW IIbCfMx3AWEBtgJRTL5r4g%3d%3d[1/25/2017 12:54:54 PM] Florida Building Code Online Configuration (X) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R7 II Instl5255,5. Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 as I Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.5 for Design Pressure Ratings, any FL15255 RI AE Eva[ 15255 5{�df ] additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.6 f. Fiberglass Door 68 Single Glazed "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites-Outswing Continuous Head and Sill Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.6.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.6 for Design Pressure Ratings,any FL15255 R1 AE Eval 15255.6.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. - a . 15255.7 g. Fiberglass Door 6'8 Single Glazed "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites-Outswing Configurations (OX or XO; p OXO) ( Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.7.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 a Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.7 for Design Pressure Ratings, any FLIS255 R1 AE Eval 15255.7.a f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 15255.8 v h. Fiberglass Door 68 Double Glazed "Impact" Fiberglass Door with or without I "Impact"Sidelites- Outswing Configurations(XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.8 1L Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.8 for Design Pressure Ratings,any FL15255 RI AE Eval 15255.8,odf .t additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.9 i. Fiberglass Door 6'8 Single Opaque"Non-Impact" Fiberglass Door-Outswing/ Inswing Configuration (X) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15 55. .1df j Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.9 for Design Pressure Ratings, any FL15255 R1 AE Eva] 15255.9.[-df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.10 j. Fiberglass Door 6'8 Single Opaque"Non-Impact" Fiberglass Door with "Non- Impact"Sidelite or Sidelites-Outswing/Inswing Continuous i Head and Sill Configurations(OX or XO; OXO) ! Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RI II Inst 15255.10.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Patty: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.10 for Design Pressure Ratings,any FL15255 R1 AE Eval 15255.10.pddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.11 k. Fiberglass Door 6'8 Single Opaque"Non-Impact" Fiberglass Door with "Non- „s Impact"Sidelite or Sidelites- Outswing/Inswing Configurations(OX or XO; OXO) littp://ivww.tloridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgv3yVVKJZIQRNoHTeKozNKWIIbCfMx3AWEBtgJRTL5r4g%3d%3d[1/25/2017 12:54:54 PM] Florida Building Code Online Limits of Use Installation Instructions ' Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.11.pdfI A Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.11 for Design Pressure Ratings, any FL15255 R1 AE Eval 15 55.11 pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.12 I. Fiberglass Door 6'8 Double Opaque"Non-Impact" Fiberglass Door with or without"Non-Impact"Sidelites-Outswing/Inswing Configurations(XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R II Ing 1 5 SS 1 p_df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 p" Impact Resistant: No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.12 for Design Pressure Ratings,any FL15255 R1 AE Eva] 15255,12.pdf ry additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.13 m. Fiberglass Door 6'8 Single Glazed "Non-Impact" Fiberglass Door with "Non- ''" Impact"Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255,13.pdf ' ;.x Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 'w Impact Resistant: No Created by Independent Third Party: Yes aT Design Pressure: N/A Evaluation Reports Other:See INST 15255.13 for Design Pressure Ratings,any FL15255 R1 AE Eva] 15255.13.pdf I additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.14 n. Fiberglass Door 6'8 Single Glazed "Non-Impact" Fiberglass Door with "Non- Impact"Sidelite or Sidelites- Outswing/Inswing Continuous Head and Sill Configurations(OX or XO; OXO) Limits of Use Installation Instructions e Approved for use in HVHZ:Yes FL15255 R1 II Inst 1 S 55.14.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes ti Design Pressure: N/A Evaluation Reports Other:See INST 15255.14 for Design Pressure Ratings,any FL15255 R1 AE Eval 15255.14.pdf `= additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. ............__�..............- - —- ' 15255.15 0. Fiberglass Door 6'8 Single Glazed "Non-Impact" Fiberglass Door with "Non- Impact"Sidelite or Sidelites- Outswing/Inswing y Configurations(OX or XO; OXO) I Limits of Use Installation Instructions j Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.15.oddf I Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes t Design Pressure: N/A Evaluation Reports l Other:See INST 15255.15 for Design Pressure Ratings,any FL15255 R1 AE Eval 15255.15.pdf _h Nps additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.16 p. Fiberglass Door 6'8 Double Glazed "Non-Impact" Fiberglass Door with or without"Non-Impact"Sidelites-Outswing/Inswing Configurations(XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.16.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes " Design Pressure: N/A Evaluation Reports Other:See INST 15255.16 for Design Pressure Ratings,any FL15255 R1 AE Eva[ 15255.16.pddf additional use limitations,installation instructions and product Created by Independent Third Party: Yes * particulars. a ' 15255.17 q. Fiberglass Door 8'0 Single Opaque"Non-Impact" Fiberglass Door-Outswing/ Inswing Configuration (X) j p Limits of Use Installation Instructions http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgv3yVVKJZIQRNoHTeKozNKWIIbCfMx3AWEBtgJRTL5r4g%3d%3d[1/25/2017 12:54:54 PM] Florida Building Code Online a Approved for use in HVHZ:Yes FL15255 R7 II Inst 15 5 .17.2df ! Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports Other: See INST 15255.17 for Design Pressure Ratings, any FL15255 R1 AE Eval 15255.17.pddf 40 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. r, 15255.18 r. Fiberglass Door 8'0 Single Opaque"Non-Impact" Fiberglass Door with "Non- Impact"Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.18.[df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 ,k Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.18 for Design Pressure Ratings,any FL15255 R1 AE Eva[ 15255.18.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 15255.19 s. Fiberglass Door 8'0 Single Opaque"Non-Impact" Fiberglass Door with "Non- Impact"Sidelite or Sidelites-Outswing/Inswing i Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes EL15255 R1 II Inst 15255.19.Ldf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports x Other:See INST 15255.19 for Design Pressure Ratings,any FL15255 R1 AE Eval 15255.19.pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.20 t. Fiberglass Door 8'0 Double Opaque"Non-Impact" Fiberglass Door with or without"Non-Impact"Sidelites-Outswing/Inswing Configurations(XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.20.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 w Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.20 for Design Pressure Ratings,any FL15255 R1 AE Eval 15255.20.pddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. a Go.to Page Pagel/2 PYA„ Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 nx The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-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 =E"„ one.The emaiis 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: sChsck �:r:. Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgv3yVVKJZIQRNoHTeKozNKW I IbCfMx3AWEBtq)RTL5r4g%3d%3d[l/25/2017 12:54:54 PM] R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrieo,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Certificate of Independence RW Building Consultants and Lyndon F. Schmidt, P.E.do 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 in the accompanying Florida Product Approval. Lyndon F. Schmidt, P.E. FL No.43409 April 1,2015 R:1Admin Docs1FBC TemplateslCertificate of Independence.doe Sheet I of I R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 March 12, 2015 To Whom It May Concern: FL-15255 Equivalency of Standards ASTM D 635-03 Equivalent to ASTM D 635-06 The products referenced in this Product Approval have been tested in accordance with ASTM D 635-03. It has been detennined by Lyndon F.Schmidt,P.E.and RW Building Consultants,Inc.that ASTM D 635-03 is equivalent to ASTM D 635-06,which is the reference standard and year that has been adopted by the 5th Edition(2014)Florida Building Code. ASTM G 155-04 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 155-04. It has been determined by Lyndon F. Schmidt,P.E.and RW Building Consultants, Inc.that ASTM G 155-04 is equivalent to ASTM G 155-05a,which is the reference standard and year that has been adopted by the 5th Edition(2014) Florida Building Code. ��uEa�s"!o9$sd� aha ° 1q3 a � c 111 C? =�'��r'�� Lyndon F. Schmidt, P.E. a 'o $ '` 'F 4 tit; FL No. 43409 ' C yY^��++,t°?. '��` 9 V [7 1P CA No. 9813 `'�p, SG�4� � � �� 'ICRNIT Y GLASS ASS I NTER NATIONAL 37.50"MAX.O.A. 3750 MAX.O.A. j!!!I t t�t `` Z o CO 6 GLAZED FIBERGLASS FRAME WIDTH I FRAME WIDTH \ I a d z NE ME zo IMPACT' DOOR V e°a to° °a. a NM 7 tm ,a maaa OUTSWING E vz / w In Z GENERAL NOTES z o 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Buildin 0 r--Es Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). W m 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to bas OoO j material shall be beyond wall dressing or stucco. O O o �V) gl 0 12 O 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code a ^ a `a a. does not require an impact resistant covering. cs 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product G complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.T product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 0 m v !n 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for w z a buck masonry construction. H 6. Site conditions that deviate from the details of this drawing require further engineering analysis 12 a licensed engineer or registered architect. DOOR WITH RECTANGULAR LITE DOOR WITH OVAL LITE a 7. This product meets water infiltration requirements for"HVHZ". ' z n n m TABLE OF CONTENTS MAX DESIGN PRESSURE(PSS o a SHEET# DESCRIPTION FRAME'4 GLASS o 'm 1 Typical elevations,design pressures&general notes SLN►NG POSfT►VE NEGATIVE'' ^z 2 Door panel details and glazing details Z 3 Door panel details and glazing detalls OUTSWING 37.50"x 80.75" Gl,G2 +60.0 -60.0 DATE:02/27/12 = 4 Horizontal cross sections (RECTANGULAR) &G3 N.T.S. 9 5 Vertical cross sections OWG. 6 Buck and frame anchoring 37.50"x 80.75" G1,G4 +75,0 -75,0 DWG.BY: F m 7 Components (OVAL) CHK.BY: LFS 3 G F 8 DRAWING NO.:BIII of materials FL-15255.5 " 0 SHEET_L OF E " O a 35.75'MAX. o '' PANEL WIDTH G3 G2 G1 PVC STILE CAP EXTERIOR LOCK BLOCK PVC STILE CAP �� .i9'. m - tT MAX.D.L.O. 4 LVL STILE __ 33 yoy L; z M lamIR 03 % z n 00 z° SEE DETAIL 2 INTERIOR0'2 x z°d 0.32" —2.48'—��-1.66"-- \ E z m m ti �1 HORIZONTAL CROSS SECTION \ O SEE HARDWARE 0 TOP RAIL v C y 9 q a LVL/COMP. = O o CHART STRUCTURAL SILICONE 4 w "7 POLYURETHANE c° z o ' �TYP.4 PLCS.)SEE E °Z d X z W FOAMED FIBERGLASS OPTIONS BELOW A3 .5'GLASS BYTE :z z YARN 1"O.A.THK GLASS o Jd v, o= REINFORCEMENT 118"TEMPERED G3 G2 G1 SEE GLASS DETAIL l AIR SPACE / ^ z ¢¢ 1/8"ANNEALED En 00 .,,,... GLASS EXTERIOR INTERIOR Jo DETAIL2 0.090"PVBINTERLAYER m ¢N FIBERGLASS DUPONT BUTACRE OR CAPSTONE w o #8X1-1/8"SELF N � SKIN THREADING SCREW 1/8"ANNEALED °� o0 STRUCTURAL SILICONE GLASS - o o¢ (TYP.4 PLCS.)SEE PVC/ALUM.OR POLYPROPYLENE/ALUM. EXTERIOR INTERIOR Z 2 OPTIONS BELOW COMBINATION GLAZING SPACER 0 a 2 A3 5"GLASS BYTE G2 GLAZING DETAIL r} 7 DOOR PANEL 1"O.A.THK GLASS ro Full lite B3 .5"GLASS BYTE G 1/8"TEMPERED STRUCTURAL SILICONE N GLASS 1"O.A.THK GLASS AIRSPACE (TYP.4 PLCS.)SEE 1/8"TEMPERED OPTIONS BELOW GLASS N #8 X 1-1/8"SELF AIR SPACE z o �1/8"ANNEALED GLASS THREADING SCREW E) g 0.090"PVB INTERLAYER 1/8"ANNEALED GLASS G #8 X 1-1/8"SELF DUPONT BUTACITE OR CAPSTONE THREADING SCREW ALUMINUM&BUTYL 1!8"ANNEALED GLASS 0.090"PVB INTERLAYER RAIL F SPACER SYSTEM ALUMINUM&BUTYL DUPONT BUTACRE o aEn bSPACER SYSTEM OR CAPSTONE i a GI GLAZING DETAIL 1/8"ANNEALED GLASS o hF a' G3 GLAZING DETAIL w z ° PVC o T 1.5' COMPOSITE o m 1.24" BOTTOM RAIL o Z o F �i — DATE:02/27/72 z � NARDWARECNART SCALE: N.T.S. 9 cq L MANUACTUHODEL CHK.BY: LFSVERACAL CRO S SECTI3 KNOB: SIGNATURE SERIES 0 DRAWING I DETAIL I n FLUSH GLAZED FRAME (�MAHOGANY LITE FRAME KWIKSET FL-15255.5 " U ABS or PC/ASA SS or PC/ASA DEADBOLT: SIGNATURE SERIES(980) sNeEi 2 of 8 " u z 35.75'MAX. LVLSTILE O PANEL WIDTH G4 G3 G2 G1 1550 PVC STILE CAP EXTERIOR LOCK BLOCK PVC STILE CAP 7 a MAX.D.L.O. IN's z ptt tStt o n m z° 1 o 0 0 SEE DETAIL 2 INTERIOR cdi -4 3 —o.3r' _ )( SEE HARDWARE 1 HORIZONTAL CROSS SECTION 2.48L �^ ° o a �m o a a n Dtm w h CHART 3 m d a a c a W E °Z z .5"GLASS BYTE n1 M •o 0 B3 A3 0 0 a BUTYL SEE I"O.A.THK GLASS o i DETAIL I J JJ I X TEMPERED GLASS z Lv —AIRSPACE oQ DECORATIVE INSERT TOP RAILdo AIRSPACE LVUCOMP. u' m I 1/8"ANNEALED GLASS �_ ,�„ n. c� .090"PVB INTERLAYER z ¢ o 0 Ei DUPONT BUTACITE OR CAPSTONE o o STRUCTURAL SILICONE 1/8"ANNEALED GLASS o F 3 (TYP.4 PLCS.)SEE 2 OPTIONS BELOW ALUMINUM G4 G3 G2 G1 a a N 3 G4 GLAZING DETAIL m DOOR PANEL POLYURETHANE Oval rite FOAMED G z FIBERGLASS �z YARN U REINFORCEMENT EXTERIOR INTERIOR < o o m v z •� Z p Cn W N �O DETAIL 2 FIBERGLASS ti 'E N SKIN LVL _ Ad RAIL 'w i ° -I- PVC om v ... COMP RAIL _z a HARDWARE CNARi a IPo_ DATE:02/27/12 i w �l', MANUFACTURER MODEL'-." ^o scams N.T.S. 9 �d STRUCTURAL SILICONE OPTIONS: 5 wSILICONE BY CAPSTONE(4PL) --1.64" ►� DWD.BY. JK m i KWIKSET KNOB: SIGNATURE SERIES DOW 995 STRUCTURAL SILICONE OHK.BY: LFS 3 DEADBOLT: SIGNATURE SERIES(980) SILICONE BY DONGYANG SILICONE CO. 2 VERTICAL CROSS SECTION DRAWING NO.: a 3 FL-15255.5 N DETAIL 1 a SHEET OF 8 N V CC R•\CIients\Trinity PERMANENT\Fladda Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.5-8.dwg,3.1 A Z v M d ^. e ° P Q A Q a A � n 70 N T N O• Nyo Ar 7c 0 I W a A .� CD � <nw x o �� 0a 0 A W W 0 m = m o 4'" tJ n O N 0O N C.) T N n w A m c N N W 7c m A w a d < FV Q n A n n b ti H m � a Z a < F. `��F•SCHIb//��i� ? No.48409 PRODUCT: Documents Pmpamd 9v:i El r z F r^ TRINITY GLASS 1NT'L Lyndon F. Schmidt �� OF•'�j�� P.E. No. 43409 cn P Z N o N y v PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. I� Z vJ 1 03/02/15 UPDATE TO 5TH ED. (2014) FSC �JK P.O. Box 230, Valrico, FL 33595 N0. DATE HORIZONTAL CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS FSPE C.A. No. 9813 ®201 2 R.W.EI DIL DING CGNGN LTANTB INC. R;\Clients\Trinity PERMANEMI\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-152555-8.dwg,4,1 M rn rn O A as v to aQ. a (12 n a N ='•r. to a UZI V 0 > w C'SIN51NK (TYP.) 4 n r 4"MIN. EMB.(TYP.) r 1-1l4"MEN. EMB.(TYP.) M M 22 m N C ? 9 > \n 6 a O A p' q1A cfl n a ac y T z rin a� � N �ry -r) N N Z I'a}Sz N w 1-114 MIN. EMB.(TYP.) N v v 1-114-MIN, EMB.(TY?.) ``51111 a 111 rrf��y ;...... V. No.43409 S-r•�r'= PRODUCT: Documents P-p—d By.77-17 7RtNITY GLASS INT'L Lyndon F. Schmidt Eq j N P.E. No. 43408 �s'OAIill AL�C\�`�_�`� 1 o m ZPART OR ASSEMBLY: N BUILDING CONSULTANTS, INC. o � < \ i P3 15 UPDATE TO STN ED. (2014) FBC JK VERTfCAL CROSS SECTIONS W P.O. Box 230, Vairiao, FL 33595 I� 6 ! v NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 ®2012 R.W.BUILDING CONSULTANTS INC. .. 4.. SEE HINGE 6,.(TYP)17 * .. PIP DETAIL 1 %JAG ° N a `Y FT r 2X BUCK :o '�i��' •......•' /y�� j m TYP.HEADF 1XBUCK rrrrt*P � o°,m i AND JAMBS it U N U TYP.HEAD $ o o Z v AND JAMBS j $L g 9 m .w 2X BUCK $cj 2X BUCK 22 "� 5 a a co O 8 0 E o Z a � 8 ra tel. DOOR FRAME d ^O ^OLu , *MAA 2X BUCK MASONRY HINGE SEE MASONRY IX BUCK (nZ z OPENINGJ DETAIL OPENING c, m zz TYP.SILL < m¢ P o o 23 a as h STRIKE PLATE DETAIL m BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB (n _. Masonry conshuchon Z CONCRETE ANCHOR NOTES: P. Q) ° 1.Concrete anchor locations of the comers may be adjusted to maint N edge distance to mortarjoints. 6 Of o 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. J 2X B K J 2X BUCK a 3. Concrete anchor fable: i MIN CLEARANCE MIN CLEARANCE, H 1X CK H IX BUCK w ANCHOR ANCHOR MIN . z TYPE SIZE EMBEDMENT i0 MASONRY TD ADJACENT < • o EDGE:.. ANCHOR... .: 26 • � 26 � ITW �• • �• •• i a TAPCON® 1/4" 1,1/4" 2" 4" 24 24 'z o ELCO BATE 02/27/12 i Z ULTRACON® 1/4" 1-1/4" 1" 4" 18 18 SCALE N.T.S. ° 'TW owB.BY: JK mm ® 3/16" tt TAPCON cHK.BY: LFS3 WOOD SCREW INSTALLATION NOTES: HINGE DETAIL 1 HINGE DETAIL 2 BPoWINB No.: 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of FL-15255.5 " wood screws to prevent the splitting of wood. sxea 6 or 8 " v R:\Gients\Trinity PERMANENT\Florida Product Approvals\FL-1525S,C-Drawings\FL-15255\FL-15255.5-8.dwg,6.1 N w ?O 3 O A 01 0 m }- 0.73' Go N w OLD s. L z o: N V(D \iz. 13F4., 1.34 S A z Ln tF:y: I 1.W, 0 0 a m� z m 0 ° w a G 0.76' m 0 0 w n0 N W N N � o 0 m 0 No.43409 1.50" � * •*^ PRODUCT: Documents Prepared W. x n g TRINITY GLASS iN7'L Lyndon F. Schmidt ��i'�S+'•� .. o P.E. No. 43409 B�� A�t �� Iy o z N PART OR ASSEMBLY: G�n,�!BUILDING CONSULTANTS, INC. . 'tin\ i 3 02j15 UPDATE'TO 5TH ED. (2014)FBC JK COMPONENTS J1i-111! P•O- Elox 230, Yotrico. EL 33585 ICD cn n> NO DATE BY ttt YYX Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 02°12 R.W.BL DING 0O ULTANTe ING. Ln BILL OF MATERIALS =' p J Z n m REM# DESCRIF110N MATERIAL tTl i• d A 1X BUCK SG>=0.55 WOOD z B 2X BUCK SG>=0.55 WOOD 'moi�''..,, ,,.. .�� o m "I 'm C 1/4"MAX.SHIM SPACE -k P `��` :3>n m D 1/4!'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �11►11 m' o m coz •; MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI co"x 1 a E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE \ e E z m m U F 1/4!'X 3-3/4"PFH ITW CONCRETE SCREW STEEL `L a a� m a= H 1/4!'X 3-1/4"PFH ITW CONCRETE SCREW STEEL a. J #9 X 2-1/4"PFH WS STEEL E o z L #8 X 21/2"PFH WS STEEL cLi M 3116'X 3-1/4' PFH ITW CONCRETE SCREW STEEL P 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 1 JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD 2 JAMB PVC 3 JAMB FIBERGLASS/COMP z Z 8 #6 X 1-1/4 PFH DRYWALL SCREW STEEL En 12 WEATHER STRIP QEBD650 Q-LON cg, m 18 3.983"X 4.0"HINGE MIN 0.098"THICK STEEL N o 19 SILLKEY PC/ASA z 22 DEADBOLT STRIKE PLATE STEEL o m 23 STRIKE PLATE STEEL S 24 #9 X 5/8"PFH WS STEEL a a h 25 OUTSWING HIGH-DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. 'r 26 #9 X 1.0"PFH WS STEEL m 27 OUTSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. G 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS m 64 #8 X 2"PFH WOOD SCREW STEEL 0 N N Z w O Ln G o t- LL a b = � N Q NF Z o Q f J O O o m Z p ' DATE:02 27/12 i ZSCALE; N.T.S. a DWG.BY: JK m' CHK.BY. LFS Ti DRANING N0: FL-15255.5 " 0 SHEEP $ OF $ G R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,Fl,33595 Phone 813.659.9197 Florida Board of Professional Engineers Ccnificate orAmhorization No.9813 Product1 Report Report N/ Date: May 1,2015 Product Sub Category Manufacturer Product Name Category Trinity Glass International Glazed Fiberglass Exterior Swinging 4621 192nd St.East "Impact"Door Doors . Exterior Door Assemblies Tacoma,Washington 98446 Outswing Phone 235-875-7300 Facsimile 235-875-7301 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Trinity Glass International based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do 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. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15255.5 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for"HVHZ". 8. See drawing FL-15255.5 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01470437 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 06-0918-1 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Wendell W.Haney,P.E. TEL 08-01370020 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Wendell W.Haney,P.E. TEL 01370051 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 01370079 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E. TEL 02010411 ASTM G155-04,C158-02 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 01470100 ASTM D1929-96 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 01470099 ASTM D2843-99 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 01470101 ASTM 0635-03 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E. 2. Miami-Dade NOA Materials Testing 13-0129.27 DuPont PVB Interlayer 3. Drawing No. Prepared by Signed&Sealed by No.FL-15255.5 RW Building Consultants,Inc.(CA#9813) tor ,lat n Lyndon F.Schmidt,P.E. 4. Calculations Prepared by ��,� : {;e?� , ?8Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) q a,, a •^ ` °a� Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. 5. Quality Assurance �u' f No 4344,9 " Certificate of Participation issued by National Accreditation and y r Management Institute,certifying that Trinity Glass International is a manufacturing products within a quality assurance program that complied ?° e . with ISO/IEC 17020 and Guide 53. s S`&�E OF Z[y a Lyndon F.Schmidt,P.E. •� ;� FL PE No.43409 d�r4 "• > d£?l�• , ~`Uv`' 511/2015 i� Sheet 1 of 1 ��pQ�g7 `� g a 9��