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HomeMy WebLinkAboutProduct Approval Info. BP#12564 AIM, ..0.1,,11,, uup:a w w w.uurIuauuuuuig.urgFpnpr app_uu.aspxrpara>r1=wu>JVAy... r 1��2� � .� 4mo � t .,3 'S {r`��t L � d . � l`rrrv� dt. ! � �h.� jt fif� 1 i sb � rr�� . 4 �3fh+' *, ! f.KN CAspV °: ' � ::4 �F •C fi aa i:C:, S 4+ aILi >x v r M E TFikis i ' ti i ' u ut tsvrL}L Yh. t u os,,lY(�` 9c t. ` ..sr � . yR Jiie. n ` PF . 2Tssis k ,+ .ad,;;H r .r s � ti } w}oZ.'.cii '.z, A ropoNe A ...,R!?qP ;n:0l.IA1pa.h,.cONVioIy Flo J0Deparlmentcf BCLS Home I Log to 1 User Registration 1 Hot Tbplcs I Submit Surcharge I Stats B.Facts I Pubkatbns I FBC Staff I BCLS Site Map I Una 1 Search I Busines Professi "alco: . ProductApproval Regulation REC'E UcenseeI k dy.Regulate lift'. product Aooroval Meng>Product or Aookatlon�y >Aookatlon Ltst>Application Dotal Li Ws � G FL# FL15279 •• • ! P e,�� i Application Type New • o hf� Code Version 2010 Application Status Approved *Approved by DCA.Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived r • Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. • r'+ Mason,OH 45040 • (513)770-6062 •_ o mwesterfield@dopay.com ke; Authorized Signature Scott Hamilton . shamilton©clopay.com ,kI Technical Representative Address/Phone/Email ''—i. 1 r Quality Assurance Representative Address/Phone/Email Category Exterior Doors e`n f i.+- Subcategory Sectional Exterior Door Assemblies l.fy� i Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA Inc.-ETI/Warnock Hersey Validated By Gary Pfuehler F Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) ,Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 • ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Q Certified By Florida Licensed Professional Engineer or Architect FL15279 RO Equly 20120306-FBC-DASMA 115 eauiv.odf ./ Product Approval Method Method 1 Option A f 7 4/10/2012 1:48 PM joinrwor Date Submitted 03/02/2012 Date Validated 03/12/2012 Date Pending FBC Approval Date Approved 03/14/2012 Summary of Products Go to Page I ; 0 VD Page 3/7 i 41 FL# Model, Number or Name Description 15279.41 041 W5-09 SPO-2F449: Grand Steel Pan(min. 24 ga.)with Overlay Single-Car(up to 9'0" Harbor, Stone Manor wide)WINDCODE®W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of inspection.Pdf Impact Resistant: N/A FL15279 RO C CAC W5 Listing Intertek.pdf Design Pressure: +30 PSF/-32 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 RO II 103552-Rev05.pdf wlndborne debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc.- DOES comply with the impact resistant requirement for ETL/Warnock Hersey wlndborne debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.42 042 W5-09 W-1B899: Reserve Reserve Wood Single-Car(up to 9'0"wide)WINDCODE® Collection RHxx,RRxx,RCxx W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of InsDection.odf Impact Resistant:N/A FL15279 RO C CAC W5 Listing Intertek.odf Design Pressure: +32 PSF/-36 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RO II 102466-Rev06.Ddf • wlndborne debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc.- DOES comply with the impact resistant requirement for Ell/Warnock Hersey wlndborne debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.43 043 W5-12 AL-1F499:Avantei° Full View Aluminum Residential WINDCODE®W5 Sectional Door,up to 12'2"wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of Inspection.odf Impact Resistant: N/A FL15279 RO C CAC W5 Listing Intertek.pdf Design Pressure: +32 PSF/-32 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 RO II 103445-Rev04.pdf windborne debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc.- DOES comply with the impact resistant requirement for ETL/Warnock Hersey windborne debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.44 044 W5-16 DSIE-1A171: 2050, Double-skin Insulated EPS(exterior skin 27 ga. min.; 2051,2053,4050,4051,4053, interior skin 29 ga.min.)Double-Car(9'2"to 16'0"wide) 62, 64, 65,62G,62LG,64G, WINDCODE®W5 Garage Door SDP38, SFL38,SRP38, 134, 135, 136,6130,6131,6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of inspection.pdf Impact Resistant: No FL15279 RO C CAC W5 Listing Intertek,p_df Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 RO II 101595-B-Rev13.Ddf C7 4/10/2012 1:48 PM windbome debris regions. Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.45 045 W5-16 DSIE-1A171: 2050, Double-skin Insulated EPS(exterior skin 27 ga.min.; 2051, 2053,4050,4051,4053, interior skin 29 ga.min.)Double-Car(9'2"to 16'0"wide) 62,64, 65,62G, 62LG, 64G, WINDCODE®W5 Garage Door SDP38,SFL38,SRP38, 134, 135, 136,6130,6131, 6133 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of Insoection,odf Impact Resistant:Yes FL15279 RO C CAC W5 Listing Intertek.odf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:Solid doors(no glazing)are Impact-resistant(large 05/21/2028 missile impact). Installation Instructions FL15279 RO II 101595-A-Rev13.0df Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.46 046 W5-16 DSIE-1A471: GD1SP, Gallery/Artistry/Expressions: Double-skin Insulated EPS GR1SP,GD1LP,GR1LP,AR1SP, (exterior skin 27 ga. min.; Interior skin 27 ga. min.) AR1LP, ED1SP, ED1LP Double-Car(9'2"up to 16'0"wide)WINDCODE®W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of inspection.odf Impact Resistant: N/A FL15279 RO C CAC W5 Listing Intertek.pdf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The product without glazing DOES comply with the 05/21/2028 Impact resistant requirement for windborne debris regions Installation Instructions (ref 1609.1.4 FBC). FL15279 RO II 104004-RevOl.odf Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.47 047 W5-16 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: Double-skin Insulated EPS GR2SP, GD2LP,GR2LP,AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR2LP, ED2SP, ED2LP Double-Car(9'2"up to 16'0"wide)WINDCODE®W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of Insoection.pdf Impact Resistant: N/A FL15279 RO C CAC W5 Listing Intertek.pdf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RO II 104030-RevOl.odf windborne debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc.- DOES comply with the impact resistant requirement for ETL/Warnock Hersey windborne debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.48 048 W5-16 DSIEO-1F479: Double Skin Insulated EPS(exterior skin 27 ga. min.; Coachman/Settlers/Affinity Interior skin 27ga.min.)with Overlay Double-Car(9'2°to 16'0"wide)WINDCODE®W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of Insoection.odf Impact Resistant: N/A FL15279 RO C CAC W5 Listing Intertek.pdf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The product without glazing DOES comply with the 05/21/2028 impact resistant requirement for windborne debris regions Installation Instructions (ref 1609.1.4 FBC). FL15279 RO II 102997-Rev07.odf Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey f7 4/10/2012 1:48 PM Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.49 049 W5-16 DSIEO-1M479: Double Skin Insulated EPS(exterior skin 27 ga. min.; Coachman/Settlers/Affinity Interior skin 27ga.min.)with Overlay Double-Car(up to 16'0"wide)WINDCODE®W5 Garage Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL15279 RO C CAC Letter with oroof of contract and Approved for use outside HVHZ:Yes proof of Insoectlon.pdf Impact Resistant: N/A FL15279 RO C CAC W5 Listing Intertek.odf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 RO II 103710-Rev02,odf windborne debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc.- DOES comply with the Impact resistant requirement for ETL/Warnock Hersey wlndborne debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.50 050 W5-16 DSIU-1A171: 9130, Double-skin Insulated PUR(exterior skin 27 ga. min.; 9131,9133, HDP13, HDPF13, Interior skin 27 ga.min.)Double-Car(9'2"to 16'0"wide) HDPL13,7130,7131, 7133,8130, WINDCODE®W5 Garage Door 8131,8133 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of Inspectlon,pdf Impact Resistant:N/A FL15279 RO C CAC W5 Listing Intertek.pdf Design Pressure: +32 PSF/-32 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RO II 104191-RevOl.pdf windborne debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc.- DOES comply with the Impact resistant requirement for ETL/Warnock Hersey wlndborne debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.51 051 W5-16 DSIUO-1K479: Canyon Double Skin Insulated PUR(exterior skin 27 ga. min.; Ridge/Brookstone interior skin 27ga.min.)with Overlay Double-Car(up to 16'0"wide)WINDCODE®W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of inspection.odf Impact Resistant:N/A FL15279 RO C CAC W5 Listing Intertek.pdf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RO II 104264-Rev02.pdf windborne debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc. - DOES comply with the Impact resistant requirement for ETL/Warnock Hersey wlndborne debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.52 052 W5-16 PAN-2F153:84A, 94, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'0"wide) 73,75, 1500, 190,4RST,4RSF, WINDCODE®W5 Garage Door 6RST,6RSF,48,42, 55,48B,42B, 55S, GD5S,GD5SV,GR5S,GR5SV, AR5S,AR5SV, ED5S, EDSSV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with oroof of contract and Approved for use outside HVHZ:Yes proof of insoection,odf Impact Resistant:Yes FL15279 RO C CAC W5 Listing Intertek.odf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:Solid doors(no glazing)or doors with optional 05/21/2028 Impact-resistant glazing are impact-resistant(large missile Installation Instructions impact). FL15279 RO II 101593-A-Revl4.odf Verified By:Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: )f 7 4/10/2012 1:48 PM > ___,` ,,'r•'r•_uPY uu.dSpxrparair w(UJVXQ.. 15279.53 053 W5-16 PAN-2F153: 84A, 94, Steel Pan(min. 25 ga.) Double-Car(92"to 16'0"Wide) 73, 75, 1500, 190,4RST,4RSF, WINDCODE®W5 Garage Door 6RST,6RSF,48,42,55, 48B, 42B, 55S,GD5S,GD5SV,GR5S,GRSSV, AR5S,AR5SV,ED5S, EDSSV Limits of Use Certification Agency Certificate Approved for use In HVHZ:No Approved for use outside HVHZ:Yes Fl7 5279 RO C CAC L r �Ith proof f can ra * d Impact Resistant:No proof of Inco tlon.odf Design Pressure: +30 PSF/-30 PSF Ea79 R�CAC w� Llsnn In arte n+t Other:The standard glazing available for this product Quality Assurance Contract Expiration Date /228 meets the wind load requirements of the building code but I stall tion Instructions DOES NOT meet the Impact resistant requirement for windborne debris regions. FL • :� I Dr • _g_R_ • �� Verified By:Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.54 054 W5-16 PAN-2F156: 76,76V 2RST Steel Pan (min. 25 ga.) Double Car(9'2"to 16'O"wide) WINDCODE®W5 Garage Door Limits of Use Approved for use In HVHZ: No Certification Agency Certificate Approved for use outside HVHZ:Yes F15 72RO C CAS Letter Ith proof of ontr Impact Resistant: No Oroof of Insnartinn F Design Pressure: +30 PSF/-30 PSF Quality ROC CAo C is Other:The standard glazing available for this product05/21/2028 1/ 02surance Countract Expiration Date meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for windborne debris regions. i Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.55 055 W5-16 PAN-2F156: 76,76V, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'0"wide) 2RST WINDCODE®W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ:Yes roof of 9 RO C CAS i�,ter with f F Impact Resistant:Yes proof of InGnarrlon odf Design Pressure: +30 PSF/-30 PSF FL15279 •0 Li1l1. Inte ek..d Quality Other:Solid doors(no glazing)or doors with optional 05/21/028urance Contract Expiration Date Impact-resistant glazing are Impact-resistant(large missile Installation Instructions Impact). FL15279 RO II 101593 A Rev14 odf Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.56 056 W5-16 PAN-2F443: G4S, Gallery/Artistry/Expressions GS4,GD4S,GR4S,G4SV,GS4V, Double-Car(92"to16 O"wide)eel WINDCODE® W5 Garage GD4SV,GR4SV,E4S, ED4S, E4SV, Door ED4SV,SS4,AR4S,SS4V,AR4SV Limits of Use Approved for use in HVHZ: No Certification Agency Certificate Approved for use outside HVHZ:Yes FL1�7 R0 C CAC Letter With proof proof•of IncnPn odf f nntra h a Impact Resistant:outside _ Design Pressure: +30 PSF/-30 PSF C Qualiy Assurance Contract Exp(ration•Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for windborne debris regions.The product without glazingI n DOES comply with the Impact resistant requirement for Verified ocByIntertek Testing Services NA Inc. - windborne debris regions(ref 1609.1.4 FBC . ETL/Warnock by Independent Hersey ) Created Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.57 057 W5-16 PAN-2F446: G4L, GL4, Gallery/Artistry/Expressions Steel Pan(min.24 ga.) GD4L, GR4L,G4LV,GL4V,GD4LV, Double-Car(9'2"to 16'0"wide)WINDCODE®W5 Garage GR4LV, E4L, ED4L, E4LV, ED4LV, Door SL4,AR4L,SL4V,AR4LV 7 4/10/2012 1:48 PM /pP011Iblpact Re ist Resistant: outs ae2 No &or�Aripr app d .as DesigThe Pressure t1-30ivz30 PS Yes pa(l Me the Op1I p 30 pSF Cert1A Parodi GOFSNOTWInd/Odd AC glazing 3p pSF C1 Caton Age ndet s t eet th require a available o ; nc1'cert/ GOOil ES Co:debris r e/mPa /nems of e f°r this Cl n I Le Certificate odu Othe ivindbornemdebwsthe� nsrnpact gl s. Thep resistant wth erne the buict lding but 10%21 z8 urance cO: C �ti,/ :h .r,o-of • r . (ref 16Og I C)!ement for �erin)eil atlop• �nstructlon9ract FXPlratlon pate C /Wa no Inte1*ek ._..yO filpillialet ofUsISSpW 5'16 p Fva just o Y IndePe� est;, Part Services NA ���c�roved dor use in HVH2 ANSA 2F1S3:73SP, Steeeated by IRdepe�ddnt Third ent I rd paw' Inc._ or es)9n Resistant:outside n!0 WIND pan(min. pant: Impact-resistant Other:SO/Id sure. •132 p ��H2 Yes ce CO085 We Do 5 G rag Double-Car(9'2"to 15 0"w/de) es/ optional ate , T ct r stow/th • nt�lar9e/ is %ZltYgssur • / • •• . lie Ins 1/2028 Assurance.Co • • e �. EVerified• •tallation Inst�uctlonsract EkAlraton oa�e Int g1mlts of Us SS W516 p Evaluation by Independent it Hersey k Tem/n9 Services Ap p ov ea fuer us P ANSA 2F153 73Sp Created by Independent Third Pant: NA Inc PSF I spact Res/sr 4se outs yHZ:No Steel pa Pendent Third Party: Other: Iheessure t.N° Ile HVM2:yes WINDCO� 259a.)Do DOSS Meets the wind standard 32 pSF/37 cerNDC 5 Garage oor Car wind o NOT eb the / Pact meats glazing /of the building thlsPro FFl fo tR pSiori Agenc Ycertificate (9'2''to 16,0"wide) • ns• Stant requirement equd%�9 fit de product Q�21/ Assurance C�e C 4 C • .Pro. • co, Cont • �527g or Verified Installation Instructonsra�ExPlrattlonEII ft 's • 6O ETC/l�,a�By:Interte 3j23�B-R,060 Lirn ts ck Hersey Created NH765p y Ind party: etsl°theg"heest3° cerSwindloardgla2/ q (g2" o meerect soavailator F •• ••19eY Certl ) eglons es/Stant requb%�t codels dut Uct g%21%2p ssurance•• t to GO to pa r Installation InstructiCons FkPlratlo •• a •. 9e Verified• ;• • tions n Date En/W y:Ince _ Created nock Hersey Testln 45' •: Evaluation by Independent 9 Se/ylc A Inc. - Created by Independent rd pant: The Third many: , he State o/ finder F'brda is an tzt 4217 ""`SLS:: elp�tronk� a 6w e- A Ff°em ' Page 3/7 0 A/ p •to tit mdl/addresses PbYer, • "�., V entity;Luteal onto contact office• •, ', • • •. • • • .. end the office If you do 6Y no en ..3.:; conta��oU�eorbY traditions/ maBad� IN:: r sten at mag Ir yo mss re%at��t.. odu�'�PProv U hav@ any 9u b°OnQt�:: a/A:LPta: est regarding a Pu6,ti_re DBPRsADA Webs ce d- �rPm_t 111111111 esvos SPlea Q �'� .. 4. ELMO'ROOM PANEL MOW 110ERi •Q '6ATSID RAISED Num.OOOSS DOORS __ I10�L2 N GA 24 6A De 25 6A a DA DE 23 6A 25 GA INS D�Tart 5 07111 DIRT PI/EL LONG PANEL vaRrArc PANEL EROS n SHEET 1 OF 2 acv DATE ncscR ml tLOMY MA,x - 73.75 1504 Iso n Thy Lr m 7t' 4 m VDIN 6 or WM. D�worm a ff 211201 05 6/2004 IDLED 6)0ATED II/N 190.1560 OWL 4RS7.IF• 4%f' MT rr ro e•6' s ROUES14 „4I - 46 T >I, F - 90 m]a6' 6 92 m 9'tl' =x16 97 m uz STILES tmt 1/IDiN 6 6•WERE oe 6/2025 UPDATED COQ RTF: - DIRT PA1EL IOW m 4"0' 7 Lev m LL'la u'4'TO],'la STILES LD1 P91C. 12.6'TO 14'O' 0 ITR.TO Ls.1a 3 1s•a m 16'6• 7 /TOOL /00)REALER OPTION •-____ar a Fuml 14'x'To 15'9' 9 140'm ISIS' 4 92•m 24' 1 07 D - �a 10 ICC 7 as CALSETwp 1� 162'TO 3•I' N/A 2/'!006 AIM 6PACf-Af$SpHT UI[OPiryt 11A%SCUM fE](M�2t' ICC TO LYia 3 06 i TAIOIGVE' Na/1T Juan PANEL DOQS DOERS 14'0'm 160 S /t4,5/r 5117017 11®65 O w a w DO a DA a GA DR OP71011L CAa1 ILLY DE SwAVA M 1ETK SCREWS Oe 11/70/37 AD=ammo Mans NEI COMBINED ESOP"HO ES AID DEAL M/N 6.mAY MIDI. GIDSV. DPACT Rf9SWIT CIADif SFE gGfDN c0 6rrtm,Doo mus FOR lr IRE to ae/o6N6 Atom rM 42e.4ee.sss TOR Dove memo W/me-L�nc(TOP et -- MALLOW 152 , [FSty - - MAUL A DAR Siff 1s 10-1 60n ANO UREiWME ACNFSM(ALOE it 10/21/06 =ED 11/13 12 MIXES DPll;T R(SLTA 1(075*2 6�:'r• ply Sg N:1rE 6[aaR TDR LDY6 ii P�N0 ATEwS 'PRI-WM MS A�1/ - - 21-5/00.14-1/r. PANEL DOALS o _ IDEAL 12 12/2000 A00)tMIMQ MOW DROSS DOM. TAIMA_E IN.` CM ®w - - T4 m..IIAI IA m I6 G 007191.7911?IM ADM)IS 00/2010 AC0 FOR 6PACT MUM*1595179(-/a am SPIIGND(-8). 31431T PNET. 110.PAWL f A SH �` 14 01/2012 REVISED DOD sem 216101 FOR ASCU-10:REVISEDED m 1110 SLEETS. ORE PANEL OPTION F 1.071)PANEL OPTION 20 u W.DO srus Am�Oto TO DOOR �G���GPw���Ml �1 I I Hr�(000.DON ipNPRa 0001 -LOC SYSTE13 1 : I I !I Ill_ ±ffIO I ps ‘ . . '= ._ ;.j 1i ( DryrdWT5. _ , i GA TALL O-BUR 20 ISII I IS1I? if -.-..-. _. _. _. r. 2SII� J -I Y CA.GA V.SFFL �� ��� '� 25 Q IK STC6 1. 1 1702-00172 SIM TRH A I-7/8:j-T-I `o t' rD° MED- roLvLs'my r r w-----____ .-_ pi COLT*PPt D ro 001/1 t f /_��_�'fil SEES 00 m�1 SOL I _'ROLLER BRACKET.FAn°P 1 •� :1 BRACKET AILAOIID 6�6 I�I?�' LOCE I ►1116/r sT I (-iIruIiI `_� _-� ` ��(6pD1Itoces) / 51i UP,Lo6L15, - 1ETAL SCREMS • -, POMP IDCMN61R0 1 ODOW Pa 100 19 1911 14 1>t t 17 STEEL INSULATION f-5/tr THEE 1137 DO WOE 1011 n FT .1_1 n I MI.MEM OIC1pR fASIDhD m DV a_-'MI��1' L�LI /) 1A (INALATFD WOOS OILY). m�:a 14id/b' __�- !'{ !01^1 0(I(4))I 1/4S 14/4'SELF I i�i =I I=JIJIwJJJ_]jiJ � ` , , 001THDLL 9 20 RS ` CALM.5761l 1 >- 5F 01 _ WO 1 flAN �D SECTOR y 0111 L1-9413*0000012 111111 TWO �!L:a__- -- - I .. I t/4"4/4•SOF TAPPMC sCPUr5 PCI -'0 X11 -=-talmt=H, 1� I ! F- - . ' =�--,_._,,_-_ _1,!p me La•.Lm0 I •••• 00 6ME92170 �•••_,A ` OgrC o1N1714L aLnslQ 10.119 taaR wmrd MNL DOOR r17m-ir-o• MA•t WOL % 17 a WAY.STEEL 6011013 DRACELT.ATTACHED Nt1F 213[71'130 112,. I\ 91111(2)114:5/0C SNEE7 MET13.SORS T 'CLASSIC' RAISED PANEL EMBOSS: tunic'soar ANO LONE Raga-PANEL 51431141.soar OL1a�DE .•M % PLUMMY 011 T1Rao1L 5.VIM 11FADERSTIM. EXTRA STILES FOR LONG-PANEL MODELS. r.Aw�E ARE ALSO APPROVED. AY to1DEROA,t Mid DDE TO MT t1oE REQUIRE 10 fA II POI WA= emnrw A-A ME VIM A9 )ABOVE) l 6S RAVE EACIORY-IREMED EXTRA SOLES ATAOIED _>L ... • OLE Cal0nan4L 11/11010 9001 PIM SECTION 11.1 m 14.107: THIS DOOR MFEIS CR DEEM 11E DWON LOADS 10R THE 700 COIOERLO.Y,CENTER STIES PER 527ION 157'm 16'rw. _ .. 21.151E 11117 SPEEDS 1011(2 6620/[00141217 ro TIE P92014 DULIND COOS OR 1101 N 000 IMAMS COOS(RASED M 116E 00179901%91 CENTER 571E AAE ATTAOm MOPE701F 17100154 TIE MO,OK oww Fp mei . mt 0110077-10)FOR THE 111100010!RAMA 2)OCOR NO 2'00COIV111OLS I)2100121) 17(6701 RFSEC NL CENTER mus Cd6ERCIL 101711M0 ST=ARE 01 AMOCO/0 9RET METALS 114 11•11 103-1-4M OW!)"�oR(4)S/ir POP RAM cmc v I ,/ m RR ANT RooF 910101.NO 4)T[Sn+O N ACCARw10E Mm1 3) i Ili .Nara• 0045 141F'fMSCRAL�fAlCUA7DN5 6f A OpAD7FD '1 i�� • NM r•w,ma p12ogQ a ULTIMATE EDS IM 145 775 0170 1I191<015 Irr9r WPOSURE 1nr0 LAR 0/0100qI.C.9 I.C.D D.C D.C 3 SEE SHEET TWO FOR 1111106 1011217 a Er 18 IMPACT RESISTANT CONSTRUCTION DETAIL "A" DESIGN +30.0 PSF&-.30.0 PSF. j AND STANDARD CONSTRUCT DETAIL "B"; TEST Loops +45.0 PSF -45.0PST. TRACK AND JAMB DETAILS. HN4*ACOlRD€PRIDDI 1 0020 VDOLOAD RA1D9 MG 2061 RUC 1.1 Clopay �� 115 18'o'W x 15.0"11 LONG PANEL PAN-27156 DESCRIPTION MEN ROMA P.E.°PN61Qt 'a PZ Building Products OIUKE 45040' DATA t/26/ss " / / /s4: 16'W +ao%3o PSF NC PE/22072. Company (513)770-4800 DRAWING 100026 _ 777411 P.E./91517 may,pNWARbn N 1006Rwwd, (RAVE DEMAW B 101593 -A/B IBC :• r FLOR0DQ PRODUCT DD MCAT A! OO MAL 15279 i*.4 Li CLASSIC RAEE11 P .DO@x RODS SHEET 2 OF 2 DATE DESCRIPTION 14 - MOTELS 24 w 24 w 06 a Si a w 96 a w a w D¢ 14 SEE WM/HISTORY ON SHEET ME a.®AY 048,94 - 73.73 MI.1119 76 76V VERTICA uAB ATTACHMENT(WOOD FRAMIE BLR 11141/SG4 ERM. 4ST.4F1; 413F 42 mO6 T 1110011314 4a 499 - 4L 3/8k3'LAG SCREWS ON 24'CENTERS. 1-1/8'O.D.WASHER REQUIRED.LAO SCREWS MAY BE aa.552 - - 2BC(BUT NOT REQUIRED)TO PROL DE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS ROO PN€. LAO PANEL DC)NOT TRANSFER LOAD. x-NDIEL 4F 1s FUGAL am,. 1: .11..8.1 12.I -'J •:1 4.R. 1,: 1 i.• ,.II. 184...16.21 CO. 1.1.1• KNOWS(10. 5' ® � 8RAPANEL 0RS ICOR 3 8'x'SLEEVE ANCHOR BOLTS ON 17-CENTERS OROS 16 6A LS GA R6 25 GA 25 GA DS WITH SLEEVE ANCHORS. (2,1x10 PSI LAIN. CONCRETE).WASHERS INCLUDED OJPAY 01132. GRIM _ OR 'GALLERY °R52 013SV 1/4'x3'TAPCON SCREWS ON 14-CENTERS(2.000 PST MIN. CONCRETE)CR 8'CENTERS (C-90 46171HOY. p ARM - - BLOCK). 1'OD.WASHERS REQUIRED WITH TAPCOE6. IDEAL ANCHORS NAY BE COUNTERSUNK(Bur NOT REQUIRED)TO PROVIDE A FLUSH MOUNTING SURFACE CARRIAGE HMSO 032 COW - - HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SHOO PA/EL Inc PANEL _ OTHER AMa CDNFIGLE/AIK)NS:REFER TO OALSMA IDS-161.A UCOISED DESIGN PROFESSIONAL LAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFIGURATIONS PREPARATION OF JAMBS BY OTHERS, .44193_ 04II SCom: IMPACT RESISTANT ASSEMBLY DETAILS DRAWING 101593-A STOP MOULDING BY 000R INSTALLER(TO SUET) SECTION B-13 DMPACT-RESISTANT GLAZING OPTION) 2,.6 YELLOW PINE JAMB 20 GA.MM.GALV,Sra END SIRE �MAL b' ✓Fs9,~,'r i4 ll 20 GA GALV.STEEL INTER.STILE 16 GA.GALV. 12 GA.GAM STEEL TRACK STEEL CENTERcrena RmgAc.•I� 111.6886.82E 1401 Sae 9R[ BRACKETS FASTENED TO W000 JAMB LRNGE FASTENED 01.06-101 4186. -- 110.10 Re FACV,q, WITH ONE 5/15N1-5/8"LAG SCREW ,f_1_ TO INTER.STIES PER TRADE BRACKET. / W/4 /14x5/9• LHR TOP Roar �1 r, -6011 7 18'LD.ROUND PU9MUT � DCAUDLElxmaoN7AL TPBCK W�I1 I- 2'GALV.STEEL TRACK FASTENED m FASTENER(ONE PER ROLLER). BREWS, If ams 50.0x8 12 CA.GALV.STET.TRACK 14 GA GALV.STEEL ROLLER HINGES FASTENED TO END 101.1161.01 srm sal Alm 0014). BRACKETS.TRACK ATTACFED TO EACH STI E5CH BRACKET WITH ONE 1/4'x5/8'BOLT W/(4)#144/8'SHEET METAL SCREWS AND • MI 01$09, A NUT OR TWO 1/4'DIA.RIVETS. �4 EA) 1/4'x3/4'SERF TAPPING SCREWS PER END HINGE. ,I ____r _ _+n1. rFIDRO0u WmN 1C-IEE[411¢'101 01557210E 52*01 05008 TO roc 5581 NORDMD¢0161 (+p)/9 4 S/4•PIN HEAD u1n11E SDS Imo.NOTMCCA SOT 11€990 0080 71E DOOR OPf7lC 0.R •e 2'10 BALL SHORT STEN MEL ROLLER WITH GOES MEET THE 1190 LON)MOO a DO DOOR 6.4730. STEEL OR NYLON TIRE HORIZONTAL.TRACK SUPPORT BY HORIZONTAL TRACK INSTALLER('ORT IT) IMPACT-RFSNSTANT CONSIRLICTMEIN• DOOR INSTALLER(TO SUET) lK)OR (TO 1918 00006 06 0916 11((55 00001.I*5V-R�011 T MAW AIR DOORS 01411 9'7)ILL . a'TALL DOORS AND MWL 9PACT-A61xTANf mEOIW.WELKIN-1401/1191 POUW601LVE MDR ERNE NO �� RADIO 5 6E URN 51X/437E AN APPROVED C3 PLASTIC N ACC:RO NCE WTI :3 813 OA.WLV.STEEL FUG BRACKET. L.r 0CANTO 2039. ' THE DESIGN OF THE SUPPORTING STRUCTURAL ••hi s• M DITTO 01)11 ABY 969±2*N CRgJN2 MN 110 SSI0N 0070 We ELEMENTS SHALL BE THE RESPONSIBILITY OF THE . (3)5/1 a LAO�EEWWS. '� E� 10 160 Ian EI ltE>II or x ROMA 05 `ac T. 841)8PITERNI6 F /EC).WARC PROFESSIONAL OF RECORD FOR THE BUILDING OR I s /e'WWOOD&JAR W1111 ood LAG SCREWS. vI Lcac Re 1EE:a LEE 9PNCT�99R OD1xmoDs OUT.DUPIFR 71 FRC/BCA STRUCTURE AND IN ACCORDANCE WITH CURRENT 2'GAN.STEEL TRACK, (3) /T6'iI-s TUI .TRACK THICKNESS:.080'MN. BUILDING CODES FOR THE LOADS USTED ON THE 30' TYP 2_1/Yn2 ck 1201 srm TE+Acx BRACKET 1 ll STANDARD ASSEMBLY DETAILS DRAWING. a Twc (s)TRA1yL w Al TSLLR PER SIDE TO 10'HER).= ... DRAWING 101693-8 (D165)rANCE BETWEEN F1AGµOTRACK BRACKETS PER DE UPS TO �2' KE T§ SCM 8 NOT TO DEM 30'O.C. SECTION B-B (NON-IMPACT RESISTANT GLAZING OPTION) i 24' I L' A 2'GALV.STm TRACK, j RIP +1. N, 1L. Ili 291 TRACK RxC1ON6S:.080' err: MOW FRAME WM UN.CMIO ON=SUE SURFACE aea �' +R' •:�: RIM 11MT FRONT FRAYS 6 0P/OCxIX DVM 4i -WV ION' Z 41 73' i_____H/CT-RESISTAKI .,,,, 1501ST 7010 REE .12• o t 24'Il Mrs, .. o VP.2-1/21112 GA.GALV.STEEL TRACK •' NEIL•FOR DOORS OVER z (4)TRACK BRACKETS PER SIDE. RYE' 13Y• Iso• 12'-0'HIGH.TION 51445 s. •CUM 12x._1.2.EXCEED CONOCU�MAKIMUM SPACING o . WOWED MOE RETAINER. / I 131T 3-1/2' +N• PTR IDED. Dc0FST1LT F iLITE 3 643/e PAR 100 SCREW 2.....4"" •4Y1 H% 166 (10 SOISTS PER 1175)• 11 Y41 A r eI��99 I•w• 166• .. 3501 172 1N111 011OAV TRACK LOT! 1716 DFMR0614 WAR AMF STANDARD ASSEMBLY CONSTRUCTION. 'A r '_ i'IERO AVAIL-FAS WOR,.DSD OR 1/9.80100U113 48180E O 0001. MEM. /CREW CADC 6 P 8 03)5 WED!OR LOUIE CP 2APPROrtAVED CO3CORAVEII ro Acaravx wry minxDESIGN LOADS. +30.0 PSF& -30.0 PSF. TIE OWIE 0011 Amar 969112*II o91Pu+19:E TEST LOADS: +45.0 PSF& -45.0 PSF. WTI MS BECTON LREIS TIE RID 110 lera/Rpp(IS OF M H1x61L MALMO COOE CR 9RD9MTOIML W1MFACTIR1NG P5051 0755 11aa11Y 6*1903 INK®t 1@1 (REF. R1.�AR .10 Clopay 1,. 71,� 100.26 r 1 DR RNOBR9&1551E. DoT,CMPIDO 1/1D0/bL} LONG PA11EL.PAN-25158IMS= W 5 18'01Y x 1 B'0'H FLORIDA PENGNEE1c 91UR1(WESTMlap,P.S. Building Products M�ASOL OL 4110 o DAM 1/26 /98 MODEL.73/75/84A/94: 16'W +30/-30 PSF NC P.E/73832, Company (513)770-1800 OMVD/G MIOEl9 E14 • IBC TEXAS P.S.191513 I ���N SAN�� DIuvN m MWW AA,/8V B 101593 - FLORIDA PRODUCT MCAT t I OVAL 1627 —r.„ w�l,r�pr app au.asp cipazati:ffwGEVXQ... . t14.7rtyy, ktra��.r..;.�rr�1r-S-Z`uP 1;27,I 4`ti F.t .L./nit-tr". .:�•bY i ' i PI�Actq ,Jtt?�•,kr4r} 1.��`7 f S. ,r/�tr yj Cr%f' t r t1e5�tSt pPofe"�s Rn rtra J Y F � A • �u�i ti 33E � ` l� ��ea +,3 r� � .S'K( ..., it :�vh✓��16d f��-w�: riantagr urCJr o, rt or pp silasibin" AAUCT,bq➢R Florida Depafllnientd avis Home I Log in I User Regiatratbn I Hot Tbplcs I submit Surcharge I Stab&Facts I Publications I PBC Sem 1 ace Ste Map I tree I Starch I Busines Professi product Approval J USER:Pubk User Regulation License erdently.Acgurtinfaldy_ product Morava!Mom>ProdurtorAooaratbnenwW> / � •j.\ ApplGatbn Lkt>Application Octal �.� • • ria rnt.�a.TNT FL15225 • Application lype New �cut7rt • r. rcFr Ac Code Version 2010 Application Status Approved *Approved by DCA.Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived l- Product Manufacturer ThRECEIVED ED erma-l)u Corporation Address/Phone/Email 118 Industrial Drive SOMOOSIM Edgerton,OH 43517 (419)298-1740 sjasperson@tttechnologies.us BY. Authorized Signature Vivian Wright ri ckw@rwbl dgconsuita nts.com Technical Representative Address/Phone/Email rt"• � rrt Quality Assurance Representative r Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute, Validated By Ryan J.King, P.E. F Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 - 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A 3 4/10/2012 2:31 PM 01.41? s Date Submitted 02/20/2012 Date Validated 02/22/2012 Date Pending FBC Approval Date Approved 02/29/2012 Summary of Products FL# Model, Number or Name Description 15225.1 a. "Classic-Craft"and"Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-mu" without Sidelltes.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL15225 RO C CAC 15225,1 NAMI certs.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2015 Design Pressure: N/A Installation Instructions Other:See INST 15225.1-68(6'8 Door Products),INST FL15225 RO II Inst 15225,1-68.pdf 15225.1-80 (8'0 Door Products) and INST 15225-68M (6'8 FL15225 RO II Inst 15225,1-80.pdf Door Products Direct to Masonry)for installation FL15225 RO II Inst 15225-68M,pdf instructions. (Note-Glazing Shall comply with ASTM Verified By: Lyndon F.Schmidt, P.E.43409 E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL15225 RO AE EVAL 15225,1-80,pdf FL15225 RO AE EVAL 15225-1-68,odf FL15225 RO AE EVAL 15225-68M.odf Created by Independent Third Party: Yes 15225.2 b. "Construction Series"and 6/8 Opaque Steel Door with and without Sldelites.Inswing "Benchmark by Therma-Tru" and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 RO C CAC 15225,2 NAMI certs.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2015 Design Pressure: N/A Installation Instructions Other:See INST 15225.2-68(6'8 Door Products)and FL15225 RO II Inst 15225.2-68.odf INST 15225-68M (6'8 Door Products Direct to Masonry)for FL15225 RO II Inst 15225-68M.odf Installation Instructions.(Note-Glazing Shall comply with Verified By: Lyndon F.Schmidt, P.E.43409 ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL15225 RO AE EVAL 15225,2-68.odf FL15225 RO AE EVAL 15225-68M.odf Created by Independent Third Party:Yes 15225.3 c. "Fiber-Classic"and"Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelltes.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 RO C CAC 15225.3 NAMI certs.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2015 Design Pressure: N/A Installation Instructions Other:See INST 15225.3-68(6'8 Door Products),INST FL15225 RO II Inst 15225.3-68.odf 15225.3-80(8'0 Door Products)and INST 15225-68M (6'8 FL15225 RO II Inst 15225.3-80.odf Door Products Direct to Masonry)for Installation FL15225 RO II Inst 15225-68M.Pdf instructions. (Note-Glazing Shall comply with ASTM Verified By: Lyndon F.Schmidt, P.E.43409 E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL15225 RO AE EVAL 15225,3-68,pdf FL15225 RO AE EVAL 15225.3-80.pdf FL15225 RO AE EVAL 15225-68M.pdf Created by Independent Third Party:Yes 15225.4 d. "Premium Series"and 6/8 and 8/0 Opaque and Glazed Steel Door with and "Benchmark by Therma-Tru" without Sidelltes.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 RO C CAC 15225.4 NAMI certs.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2015 Design Pressure: N/A Installation Instructions Other: See INST 15225.4-68(6'8 Door Products),INST FL15225 RO II Inst 15225.4-68,pdf 15225.4-80 (8'0 Door Products)and INST 15225-68M(6'8 FL15225 RO II Inst 15225,4-80.odf Door Products Direct to Masonry)for installation FL15225 RO II Inst 15225-68M.Odf Instructions. (Note-Glazing Shall comply with ASTM Verified By: Lyndon F.Schmidt,P.E.43409 E1300-04) Created by Independent Third Party:Yes 3 4/10/2012 2:31 PM I\ 'L Evaluation Reports FL15225 RO AE EVAL 15225.4-68,odf FL15225 RO AE EVAL 15225.4-80.odf FL15225 RO AE EVAL 15225-68M.odf Created by Independent Third Party:Yes 15225.5 e."Smooth-Star"and"Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Ti-u" without Sldelltes.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 RO C CAC 15225.5 NAMI certs.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2015 Design Pressure: N/A Installation Instructions Other:See INST 15225.5-68 (6'8 Door Products),INST FL15225 RO II Inst 15225,5-6B.Ddf 15225.5-80 (8'0 Door Products)and INST 15225-68M (6'8 FL15225 RO II Inst 15225.5-80,odf Door Products Direct to Masonry)for Installation FL15225 RO II Inst 15225-68M.odf instructions. (Note-Glazing Shall comply with ASTM Verified By: Lyndon F.Schmidt, P.E.43409 E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL15225 RO AE EVAL 15225.5-68.odf FL15225 RO AE EVAL 15225.5-80.odf FL15225 RO AE EVAL 15225-68M.Dcif Created by Independent Third Party:Yes 15225.6 f."Premium Series","Construction 6/8 and 8/0 Opaque and Glazed Steel Door with-ransoms. Series"and"Benchmark by With and without Sldelltes.Inswing and Outswing Therma-Thu"with'Ransoms Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 RO C CAC 15225.6 NAMI certs.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2015 Design Pressure: N/A Installation Instructions Other:See INST 15225.6-68(6'8 Door Products)and FL15225 RO II Inst 15225.6-68.odf 15225.6-80 (8'O Door Products)for Installation FL15225 RO II Inst 15225.6-80.odf instructions.(Note-Glazing Shall comply with ASTM Verified By: Lyndon F.Schmidt, P.E.43409 E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL15225 RO AE EVAL 15225.6-68.odf FL15225 RO AE EVAL 15225.6-80.odf Created by Independent Third Party:Yes • Backl INext1 Contact Iht::1940 North-MQIrmafitr'et,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an WEED employer.Coav ht 2007-2010 State of Florida ::privacy Statement::AcresslbBty Statement::Refund Statement Under Florida law,e-mal addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entty.Instead,contact the office by phone or by traditional mai If you have any questbns regarding DBPR's ADA web accessibility,please contact our Web Master at webmasterl5dborstate.Ruc. Product Approval Accepts: w.Y sc •ctlri SAFE v"rlman Ted 0}�ArlFC Trurt"d 3 4/10/2012 2:31 PM lTHERMA :?-:-.4'::;:TRU F•. LlosxoaEwwxn 68.SII MAX. NI a i $ --{ OVERALL WIDTH d n^ s o' .� THERMA TRU DOORS ©©©ArkkakArk I AU/A/MT©©© �qa N 1 1 9 hv❑usr A On.,EOoeRrpll,OH 43517 q c 9_2. 11��.��1r ,S..�I I�.�1 1��1 L OI 1 C V i�5 K4 11_- It it It�J ,'F-1; — rr=- 4 `''4' _,i\I. 4• r 4- --i 4' 4' 4 4- 4 I 1/ 4" �`\.' 4/ jj III `MUWON II ` UON 1 8 a JIJ I I SHOWN FOR MUWON ) MASDNRY. 4 I I SHOWN FOR I I MULWON U c ri— SO _ 6>H/ HEAD SBS REFERENCE HEAD 1I HEAD 2X BUCK—/1_,SEE NOTE 1 & JAMBS AMBS ' 9 1 o n tz VN /.....SEE NOTE 1 _SEE NOTE 1 s 4° 11 2X BUCK 11 2X BUCK J 1 I • m a£ ,c ASTRAGAL /I 10 e SHOWN FOR — Id- — rc� MUWON FOR +�, �u REFERENCE oz -- O1 Z — SHOWN — iREFERENCE —o irr. I r' L ::,....:1r;}. Ca 0 I DOUBLE W/SIDEJTES 21121aLEALsmagE SINGLE W/SIDEt1TES 1= c' BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING E5E fi a 5, w Y ccl U K a) a - cc O + L. '%:1:ry%. 4 1 '48' 1{ �4• NOTES: 4' otva � �`� co r 1. 1/4"Boo Concrete screws anchoring 2c buck requve a i j v.'t I minimum 1"clearance to masonry edges,a 1-1/4"minimum N.• !� embedment and a minimum 4-clearance to adpcent II - MASONRY O concrete screws.Substitution of O OPENINGHEAD egad concrete screws from a different suppler may have dfferent edge distance and u t. center distance regvhements Concrete screw locations at the MASONRY o SEE NO 1 ASTRAGAL comers,at mullion locations,and at astragal locations maybe OPENING TYP. HEAD SHOWN FOR adjusted to maintain the mfnlmum edge distance to marks' SEE ANOTE 1 I r 2X BUCK REFERENCE Joints.If concrete screw locations noted as WAX ON CENTER" — must be adjusted to matntoln the minimum edge distance to I I w F. mafarjo nfs,addllbnal concrete screws maybe required to F. g ensure the mosimum on center dimension is not exceeded. 2X BUCK ^0 i ..1-� 2 2JC buck mfn S.C.2 0.55. I w) •z �o a ; o ... s = 1 iI'� I O . t I ?;i orae 2/27/12 i v.:.-:;,:.e. I I SOLE N.T.S. DOUBLE DOORe� JK 'm BUCK ANCHORING ElligNEM SINGLE DOOR oftLFS s BUCK ANCHORING on�m}+o M.: e FL-15225.5-68 0 aJ' miErr 2 or 6 O" • . y D' E" w r N M O S) En Q 4 2 "C" 6• 3" PAIRS Q 3• "B" A' > z' S o' � �^ 63• I rI F-3" ()Tv. { 3'-I F---1 63" -16-f- fl6bU)•II I IIj 1 "� R� d >ri Il n I I I I I- r I 1R13- q 1 �n MULLION 5T �S v In N , SHOWN I o n1 { MUWON rn`* A w/2x SUCK : =m "�v • REFERENCE - Y °- _ � - SHOWN FOR _ Li ins`rALLAT10N g 9 0 '1'. k INSTALLATION e - >t\ o REFERENCE >, - W 1X BUCK n` �°a a d o - y 0 W/TX BUCK RJ5TALLATON 0 O /2X BUCK INSTALLATION Typ HEAD ` z r _ _ _ .n JAMBS 12 _ OU �- -O 0 W/I HEAD INSTALLATION TION o z /1X BUCK NSTALLATION o U - SEE NOTE 1 JAMBS ■ ^O TMP. HEAD & JAMBS `}'Z • - SEE NOTE 1 - 1 .rs �Ij�' SEE NATE 1 { 0 SEE NOTE 1 SEE cl I j w { SEE NOTE I q -• cc CD 41D DETAIL '4" SEE OTE 1 ® { ©II nlrot+ DEaiii - SEE - - DETAIL '1 o :0 R ® © DETAIL '2®NOTE 1 SEE ISS 1 I{i b- - - � - 1 _ J L C" b" A" "8" A" o 71 VIEW C"-'C" SINGLE DOOR W f SIDET RES0. VI "E"---E" 41EW b•-b" SINGLE DOOR W/SIDELrr VIEW "B"-'B_ SINGLE DOOR VIEW "A"---,4" m SHORN W/OPlbrltL CalnRRur.Aucom rAsmarzs,rice own,/ s+PElfrc TO 0008 JAYS C010tCTIOIS) NOTES: 1. 1/4"11W concrete screws NSfALLATKINx sum© III andlodng frame and/orsA requhe a mfntrnetm 2-1/2"clearance ra �',JVr masonry edges,a 1-1/4"minimum embedment and a minimum 3'clearance to adjacent9 oconcrete screws.Substitufbn of equal concrete screws from a(E ferent supplier may have ' W 1 �,o different edge distance and center distance requirements. Con rete screw locations at the SEE NOTE 2comers and at mullion locations maybe adjusted to maintain the minimum edge dstance toSEE NOTE 2 mortar joints.if concrete screw beaffore noted as MAX ON CURER"must be adjusted to g maintain the minimum edge distance to morrorjorrrts,addffonal concrete screws may be N required to ensure the mmdmum on center dimension is not exceeded. d g DETAIL "6" DETAIL 2' 8 2, 3/16'RW concrete screws anchoring frame and/orsA require a minimum 2-5/8"deorance to rrlQSany edges a 1-1/4"minimum embedment and a minimum 2-1/4'clearance to adjacent W/2X BUCK o i concrete screws unless otherwise noted concrete screw manufadurer. © 0 INSTALLATION 11011k , • z s 3. The sfdelNe Is disci set into the jamb With(12)i18 x 2'pth.wood .There are(4)at each W/1 X BUCK ''1 �' z vertical b,from the (2) INSTALLATION® s • +J—- Q 11-11-11r.-.--=----- 1 .�� j� top down at}3S,348Bd 66'There areat the heoderat4"lrom SEE NOTE 1 O , ;��� O 1����r� 0 mire 2/21/12 I the outside corners of the frame.There ons(2)at the s3 4"/tom the outside comers �,� 1�:�]� nue N.T S. oeu.er JIC a 4. For optional*tette consGucfion with stogies,sfdefrte B direct set Into the jamb with(4)�/s X O t 3/j 16 ga.staples along each jamb(6"from ends and equally spaced Thereafter). O !FS a DETAIL '1' FL-15225.5-68 n S -, DETAIL '4' �r 2 Ss3 a 6 0 1 "E" Ir •C• I N ").9;c:3 6" PAIRS qv >`, of co* g \m 3' 3" IYP. A" w o r e L 3' '1 3'co v. 3' >..I m d v W N • I1 I IIS 1 1 1I 1 � 3"� 3. I--6" � 1umS W I I (I' I I 'm t.2 d SEE N07E 31 I — - >, .« SHEET 3 SEE DETAIL 3" Jow/2x BUCKINSTALLATION � SEEDETAIL /y( BUCK E • OW/1X BUCK _ - 1NSTAT10N w /16 T I i '=INSTATION Iv w a — —a. v / •ASTRAGAL MUWON EA _ ASTRAGALI INSTALLATION 'aSHOWN FOR SHOWN FORSEE NOTE 1 SHOWN FOR �� HEAD deo oREFERENCE REFERENCE SHEEP3 — —_� — REFERENCE A IAMBS •ONLYONLY SESNOTE1• SEE NOTE 1SEE fSHEET 3 0SHEET 3DETAIL "4" o SHEENOTE T 3 1 �II � SEE NOTE 1— IeSHEET 3 SEEo tn • © < _ = o I iD DETAIL�+ — p\© EENO7E1 ` ©��I' SHEET 3 — 'Std -i _ M— n .._, 111 5" m dzow .,� L4 cc N w—I c gm •C w m VIEW C"—"C" DOUBLE DOOR j D VIEW "E'—' LOUBLE DOOR VIEW "A"—"A" SHOWN W/OP7 ML COfdt(X.1?ED a n ;� FASTENERS,rtOJ PPO(TW.ALL ,� SOELRE TO DOOR.144,3CO.i(ECRJNS) y CO W/2X BUCK alk INSTALLATION war 4 Item DESCRIPTION Material W/1 X BUCK ' A 10 x 2-1/2" PEN WOOD SCREW _011110...,___ 71 B 70 X 1-3/4" PFH WOOD SCREW STEEL INSTALLATION® � ■ 0 & C 10 X 1" PFH WOOD SCREW STEEL SEE NOTE 1 Q211101 :STEEL SHEEP 3W/2X BUCK o1 10 x 3/4" LG. PFH WOOD SCREW (Hinge to Frome) STEELINSTALLATION© F6 2 70 x 2' LG. PFH WOOD SCREW SST�EE�L W/1X BUCK ���� x 3 8 x 2-1/2" LG. PFH WOOD SCREW 4 1/4" x 2-3/4" PFH ELCO CONCRETE SCREW STEEL DETAIL 't' INSTALLATION Z 5 1/4" x 1-3/4" 11W PFH CONCRETE SCREW SEE NOTE 2 9 1/4" x 3-3/4" 11W PEN CONCRETE SCREW STESHEET 3 i i 11 3/16" x 3-1/4" ITW PFH CONCRETE SCREW STEELL STEEL DETAIL '3" 12 1/4" x 3-1/4" 11W PH-f CONCRETE SCREW STEEL Q ATTACH ASTRAGAL THROW BOLT MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO ACT �'�� STRIKE PLATE TO FRAME o s 13 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE _ AS SHOWN. • 16 1/4" X 2-1/4' PFH ITW CONCRETE SCREW STEEL 0 Iiiii i � o z o° S 20 HEADER JAMB (4.656" X 1.25" THERMA—TRU, SUGAR PINE) SG >= 0.34 WOOD ,,� ntaE: 2/21/12 == •• 21 3/4" THK. PRESSURE TREATED SIDEUTE PAD WOOD sGUE N.T.S. ° 30 1/2" X 1" X 25 C.A. CORRUGATED FASTENER STEEL An" owe,er JK 'm DETAIL "4° anc Ent LFS a DRAWING N4 FL-15225.5-68 n 0 SYEET 4 or____6 4 .i w AI t. 4 k 2-1 fr MIN.FROM 2-1/2"MIN.FROM •'.. MASONRY EDGE 1 MASONRY EDGE.—.— g e ''.•1 a (TYP.) INN l'MIN.FROM 1`MIN.FROM WI r,,,,,.,, _.._._MASONRY EDGE MASONRY EDGE.. . .......• .'...: ':,..!''.....-.**. ',-•:-' _2 z •••:...--:•••••:.:-:,.f- :•::„•-••••.•:•-,. ., -g .: " l:MI_i 01111. . .-..... .., . .3, ,i i .., 03••,;.2 '2 Zir , WWI h 8 A.,k.° ..........—________•— .t 0 -- .4111...°1 -- .---... .__—_,,. .... __r . . .2 A A 7 8. 1X BUCK /1.,.! r.`LII kb. 3 I"---r Will—lifin 44 a 96835 '': . - ..c o• . 0 < •,-, gei lqi 0 L-,(- 6s1 .....-------"....M...." 7 ams I — ----74, °, ill '.:,---- INEN ... g 1 q 2X BUCK PI 12'1 i INTERIOR EXTERIOR1 Is r.,,7? --.0 0 INTERIOR EXTERIOR ..., INTERIOR • EXTERIOR 0 HEAD JAMB 0 HEAD JAMB cD,HEAD JAMB § tx q: To Ix sub-buck To wood frame To 2x sub-buck .. no I Eet ; 1 Inswing shown hsving shown Inswing shown EP 00 E5 u) 0 R 1 0 . .:, o cc 0 0 2X BUCK 81 —.4;•.. . INTERIOR INTERIOR 0- 0. .k. mgcommeriq ,_ ..„.;,....1.... 1 Ig 0 +,i... 7t 0 0 v, z f a - -4 inEXTERIOR EXTERIOR 9" '11111 0.15`MN. I .2.5-max. C-S11,1K 0 SHIM SPACE 0.2.5'MAX. SHIM SPACE r•i I 1.1.5-miN. LIS MIN. EMB. 1.25"MIN. EMS. .... Ems.TYP. IT c5 if, z a OATE 2/21/12 I 0 VERTICAL SIDE JAMB VERTICAL SIDE JAMB SCALE: N.T.S. , . To 2x sub-buck ED To wood frame 5 DWG.er JK 0 e Inswing shown Inswing shown oix.Ern LFS DRAWINO NO, ¢ N FL-15225.5-68 ; SMELT 5 OF 6 0 w 11,. ... 0 e,,,P • INTERIOR EXTERIOR V 8 o 1 V '7 bi V f ts2 a: • k X INTERIOR gE 0 kEXTERIOR EXTERIOR , i INTERIOR o 0 lilit 1 ' daWALIL.W" i E. 1 ills b •-______ g- in 0 rd.-DrEN Mg 0 .41g i ,11 i 1 ..., 0 7 g Ail Nis; 1. 1 IR I 11 n0mmt, 1 % c . . -.......,•-•::•••••• • 11.1.!./Mili :••,..,.' ::.•::'t.• -...... — •.- %. ' , •f.• ...t. -• .::...i::.:: .•;........, (1) . • • •.• .. . . . _ 2-1/T MIN.FROM 2-1/2'MIN.FROM 2-1/7 MN.FROM 2-1/7 MN FROM 2-1/7 MIN.FROM 2-1/7 MIN.FROM MASONRY EDGE MASNRY .....MASONRY EDGE MASONRY EDGE.... -....-MASONRY EDGE MASONRY EDGE...-. -..-... EDGE...-. O (TM ITYP-1 Iraq (Tr.) PP./ MN 1 R 8 ki C) VERTICAL CROSS SECTION ()VERTICAL CROSS SECTION CDVERTICAL CROSS SECTION li li Inswing configuralfon OuluVrig configuration oil INTERIOR EXTERIOR EXTERIOR , INTERIOR EXTERIOR V ' INTERIOR • (r) it gi: gE ill . .... eakir."-. rj WINI.-am...-.- SE=RSV IIIIPtr :11 7 0 44141 ..:.1. V 0 z g in :LA. 0 • • 1:19 .. . •••.••!•-• 1114 • • • •. • . . . • • • • : • , . , .. . . . . - , 2-1/2 MN.FROM MASONRY EDGE_2-1/2 MIN.FROM 2-1/7 MN.FROM 2-1/T MN.FROM 2-1/7 MIN.FROM MASONRY EDGEW...- 2-1/7 MN.FROM ... i 3 -..-.--MASONRY EDGE MASONRY EDGE-.-..- --...-MASONRY EDGE MASONRY EDGE.... --. (TYP.) MP.) (lrn'j PR) (1YP•1 PYP.) O E z 0 r 4 VERTICAL CROSS SECTION C)VERTICAL CROSS SECTION 6)outswingVERTICAccofigurationL CROSS SECTION owe.smenont 7N2.17../..r.K1 2 1 Inswing configuration Oulswing configuration ow.um LFS i c' DIMINO 110,: ri ea [ - FL-15225.5-68 — a ,I meg 6 or 6 0 ' t 11 1113 : - M IAM I.DADE MIAMI-DADE COUNTY COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv PGT Industries,Inc. ‘y( 1070 Technology DriveAcG North Venice,FL 34275 " ' SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- ' DESCRIPTION: Series"SH-200"Aluminum Single Hung Window—N.I. APPROVAL DOCUMENT:Drawing No.MD-SH200-01,titled"Single Hung Window Installation" sheets 1 through 8 of 8,dated 05/11/11,with revision B dated 05/20/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeVseries, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#11-1013.12 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0528.22 MIAMI•DAOE COUNTYY-11° t )I5 Expiration Date: September 01,2016 APPROVED Approval Date: August 06 2015 Page 1 l• PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0614.01) 2. Drawing No. MD-SH200-01,titled"Single Hung Window Installation" sheets 1 through 8 of 8,dated 05/11/11 with revision B dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of series SH-200 aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-6479, specimens 1 thru 26,dated 03/28/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 11-0614.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/22/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS • 1. None. . F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 21,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 21, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTIIERS 1. Notice of Acceptance No. 11-1013.12, issued to PGT Industries for their Series"SH- 200"Aluminum Single Hung Window-N.I., approved on 12/08/11 and expiring on 09/01/16. 671/14114e� 1Vfanue ez,P.E. Product Contro xaminer NOA No. 15-0528.22 • Expiration Date: September 01,2016 Approval Date: August 06 2015 E-1 v,, GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 53-0!8"TIP-TO-TP WIDTH -4^ -� 62-1/8'BUCK WIDTH 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. svur BUCK WIDTH 441/8• NO 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS 44118' VISIBLE LIGHT ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM CBO CONCRETE REFLANGE QUIRED IN VISIBLE LIGHT I V MAX. - MASONRY UNITS ANO CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 6&8.SHEET 4 NL 6. FEAD f -'B 3'MAX. —; I -�O 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A I. 1 — r-----__•.... -.--_. I 1 C 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL F UNIT IS INSTALLED T 1 35-1(Y I 44 DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-It?THICK OR GREATER.IX AND 2X BUCKS 8'MAK FROM t -I-. ----/ --I I �. VISIBLE __._._._1I F (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN CENTER OF LIGHT AND INSTALLATION 18 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING l MAX.O.C.RNL� TIP-To 8'WAX.O.C. 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 1 -I TIP *T SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6,SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALL 77'HEIGHT I - -I C FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGAFLASHINO — _- -- BUCK — �I .� STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE I I HEIGHT IG OF THESE INSTRUCTIONS. / BUCK e MAX FROM (__ HEIGHT 8)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING / j / SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL I I 23' 1 MAX O.C. 1 d I j 7)DESIGN PRESSURES: I - A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM '�i��I— T I E1300. 7{� L._.� T B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE.FRAME MAX J B NO ANCHORS REQUIRED ANALYSIS AND GLASS PER ASTM E1300. IN FLANGE FRAME SILL 3'MAX.MA8'MAX O.C. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP.FLANGE FRAME ELEVATION TYP.INTEGRAL FIN FRAME ELEVATION THIS PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. (TESTED UNIT) (TESTED UNIT) ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET TIE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)REFERENCES:TEST REPORTS FTL-6478 ELCO ULTRACON NO/1/4 ELCO CRETEFLEX NOk ANSIUF&PA NDS FOR --� W000 CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL GUIDE TO SHEETS: 10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR 4001 SERIES(FN FLUME). GENERAL NOTES. ......1 ELEVATIONS.._...»._.S_._._....._..1 DESIGN PRESSURE RATING f IMPACT RATING DESIGN PRESSURE .___..2&3 VARIES, NOT RATED FOR INSTALLATION,FLANGE.............4 SEE SHEETS 2&3 IMPACT RESISTANCE INSTALLATION,INTEGRAL FIN...5 WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR.MAY BE USED BY INSCRIBING THE ANCHOR QUANTITIES...»»_ _6 SHAPE IN A BLOCK ANO OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TAMES ON SHEETS 2&3. CORNER ASSEMBLY....EXTRUSION PROFILES_.....__._.8 PARTS LIST....._.»........._..._.__...8 H-- WIDTH - I-�- WIDTH - _. _ I.. /_ ___ 1— PRODUCT REVISED , . as complying with the Florida ioteTh I I / Bch°&d ptance No 15.cs2s.22 0 V 1 1 t 1 A r,4,, R ,.d By: DaGc Revision: DNe -�s:�R. lb `�.\OT'.LYNN A!/4�'�i,/ JJ 10/10/11 2010 FBC NOTE B, Jir.. •; HEIGHT - -- - - / — —\ - --1 HEIGHT `• ��.��.•'•�\CENSE ''.F'P,Y�! ./r�F RrabadBp: Dab: RrNMan: Warn' -Product / _ No.5370s SGC 05/20/15 5th ed.FBC REV Dry �/ U // - P ELEVATION J ROSOWSKI I� GENERAL NOTES& — - — _ ISr w; Dab: L ____ — - - _' `. A E OF :'j: 1070 TECHNOLOGY DRIVE TAW: Fgwtrtt: PAwEwranu ,veeRravt wrawEt aAousravEattnLtnt: ..o ''•..FLORI�A••' C9-.. N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 '','I`,t',S�ON AL�`,` NOKOMis,F 134274 yaWk Scall SAN: Conning No. Rev: A L0,48WLLEb,P.E. CENT OF ALM �zazlB SH-200 NTS 1 OF 8 MD-SH200-01 B P.El3l708 TABLE 2: TABLE 1: PRODUCT REVISED - Monolithic Glass Types complying„;u.the Florida Maximum Design Pressure(Ibslft2)for Glass Type A, Fin&Flange Frame A uB•Annealed Wila,ng inge -0,_%•2-2. Sash Height? AcnpianC de W ntloW 118`Tempered A,uepu n Dale "i,111V 1 (see Figure A,this sheet) Maximum Window Width' 9 ,�' Height 37" 41' 45" 49" 53-1/8" C 3/16"Annealed Dy i.."."ie., 19-1/8" 26-117' 33" _ _ - - - -- - - / - Mlomi ode Prodncl 1 +55.0 I -90.0 +55.01 -90.0 +55 0 •-90.0 +55.0, -90.0 +55.0 -90.0 +55.0, -90.0 +55.01 -909 +55.0! -90.0 D 3/16"Tempered 23' 11-9118"(Equal Lite) + _ E 1/4'Annealed under 1&9116" +55.0, -90.0 +55.0 1 -90.0 '+55.0i--75.2 +55.01 45.5 +55.01 -57.3 +50.21 -50.2 +44.8 -44.8 +39.9� -39.9 a55 -90.0 +55.01 -90.0 +55.01 -84.2 +55.01 -74.5 +55.01 56.5 +55.01 -81.0 +55.0 -57.7 +55.0 -55.0 F 114"Tempered 37" 18-9/16"(Equal Lite) ( i ) I J orer 18-9716" +55.01 -90.0 +55.01 -90.0 +55.01 -75.2 +55.01 45.5 +55.01 -57.3 +50.2 50.2 +44.81 -44.8 +39.9 1 -39.9 under 157/8" `+55.0 1 -90.0 +55.01 57.1 +55.01 -73.4 +55.0 I •83.8 +55.0 1 -56.8 +50.0 -50.0 +44.8T +40.0 1 40.0 TABLE 3: q� 157/8"thm 19-3/16"3 +55 0 -90.0 +55.01 -90.0 +55.01 -78.7 +55.01 58.0 +55.01} 58.5 +51.1 1 -51.1 +45.9! -45.9 +41.3! -41.3 Insulated Glass Types _ CO - o a 38-3/8' 131!4"(Equal Lite) ++0 -90.0 +55.0 -90.0 +55.01 82.7 +55.0 -72 8 +55.0 i 53.5 +55.0! -57.9 +54.21 -54.2 +51.5 I -51.5 G 1/8"Annealed,1/4"Airspace,1/8"Annealed ,§0 6 Z N +55.0 1 -90.0 +55.0' 57.1 +55.0 -73.4 +55.0 1 53.8 +55.0 -58.8 +50.0 -50.0 +44.8' 44.8 +40.0' -40.0 oter 19-1/4" 1 1 ! �" H 3/16"Annealed,3/16"Airspace,1/8"Annealed 0 1 I under 19-9/1G +55.01 -81.6 +55.01 -72-3 +55.0 -61.3 +55.01 55.3 +50.51 50.5 +45.81 45.8 +42.01 -42.0 +38.7 138.7 1 118"Tempered, Airspace,178"Tempered � 139118"lhm 22Sl8 3 +55.01 -90.0 +55.0 I 87,9 +55.0! -74.0 +55.0! 64.3 +55.01 -56.9 +50.1 I -50.1 +44.8 I 44.8 +40.0! 40.03/16" 2 45" { ! I 3/16"Tempered,1/4"Ai space,1 1/8"Tempered W W +55.0 1 -68.1 +55.0! -58.5 +51.1 1 -51.1 +46.01 48.0 +41.4 1 -41.4Ll LI 22-9118"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0, -78.8 - +38.7! -38.7 ~ O ! mer 22.9/16" +55 0 81.5 +55.01 55.0! -72.3 +55.0! 51.3 +55.0 1 -55.3 +50.5! -50.5 +45.8 145.8 +42.0 42.0 t z c0 +55 01 -71.6 +55.01 52.8 +55.01 -55.4 +50.3' -50.3 +45.9 1 -45.9 +41.7' -41.7 +38.9! -38.9 +38.2 1 36.2 <0 ,.<0 §O under 20-1/8" - 1 I Dt +55.01 51.6 +55.01 45.4 +49.31 49.3-+44.6 1 44.8 +40.01 40.0 FIGURE A:SASH £ 20 178"thN 24-11Y° +55.0; •90.0 +55.01 82 5 +55.0 69.5S cRoss SEcnoN O 0 ¢ 0 49 +55.01 -57.8 a50.4! 50.4 +45.0! 45.0 +40.1 1 40.1 Z Z W O co 24-9/16"(Equal Lite) +55.0 1 -90.0 +55.0, -90.0 +55.0 -78.4 +55.0, -66.5 i 1 (WITH MONOL1TMic tY Z (Aer 24-9116" +55.0 I -71.6 +55.01 -62.8 +55.0 -55.4 +50.31 -50.3 +45.9! 45.9 +41.7! 41.7 +38 91 38.9 +36.2! 36.22 GLASS) Z W Z •z under 20-13/16" +55.0 1 -67.8 +55.0! -59.9 +53.3,-53 3 +48.5' -48.5 +44.1! -44.1 t+4 -40.2 +37.6 -37.6 +34.8! -34.8 _ _ +40 0 40.0 i O� N V) Z 20-13/16"thru 24-11/18" +55.0 1 -89.6"+65.0 1 -80.3 +55.0 1 -67.7 +55.0 1 50.6 +54.2 1 •54.2 +49.0 1 49.0 +44.2 1 44.2 I = O 50-5/8" +55.0; -90.0 +55.0 I -90.0 +55.0 -75.4 +55.01 55.7 +55.0 157.4 +50.31 -50.3 +4479 I 44.9 +39.9 139.9 g 24-3/4'(Equal Lite) ! 1 8 O Z Hi O I 1 +44.11 44.1 +40.2! 40.2 +37.61 -37.6 +34.81 -34.8 1 N over 243/4" +55.0 67.8 +65.0 -59.9 +53.3, 53.3 a48.5! 48.5 ,. (� W _ under 24-15/18" +r 55.0! -56.0 +43.8! 43.8 +41.9 1-41.9 +39.1 1 -39.1 +36.0 t-36.0 +32.6_117Z7-4 30.01 -30.0 +27.6! -27.6 - 2 24-15/16"thr 30-518'3 +55.01 -75.0 +55.0 j 56.0 '+55.0! -57.4 +51.9 1 -51.9 +47.4! 47.4 +43.2! 43.2 +39.91 39.9 +37.3`!f -37.3 VISIBLE LIGHT SASH 0 W Z ' 61" +43.9 143.9 +39.9 I -39.9 HEIGHT . +55.01 -75.8 +55.0! 56.6 +55.01 -59.7 +53.51 -53.5 +48.71 48.7 30.9/16'(Equal Lite) +55.0! -87.9 � I + j +53.3 -53.3 +48.51 -48.5 +44.1 1 44.1 +40.2! 40.2 +37.6 1 37.8 +34.B 1 -34.8 SASH HEIGHT-3-9116' aver 30-9/18" +55.0, 57.8 55.0, 59.9 � + r t I J +31.3 -31.3 +28.91 -28.9 +26 5_1 -26.5 ^ + under 253/4" +54771 -54.7 +41.2 41.2 +40.3{ 40.3 +37.8 -37.8 +34.8 -34.6 25-3/4"thru 31-5/8"3 I +55.01 +50.5! -50.5 +46.1 1 46.1 +41.9 41.9 +39.0' 39.0 +38.3 I -36.3 h im +55.0' -72.0 -63.2 +55.0 55.7 1 63" +55.01 -83.9 +55.0 I -71.7 +55.0 54.8 +55.0 I -58.2 +52.4 1 -52.4 +47.91 47.9 +43.31 43.3 +39.71 -39.7 i i _�x t` 31-9/16"(Equal Lite) +37.6 1 -37.8 +34.8 1 34.8 �: `W-' v_i o er 31-9/16' +55.0 I 67.8 +55.0 I -59.9 +53.3 jI -63.3 +48.5! 48.5•+44.1 1 44.1 +40.2 140.2 I L o cri8 t under 29-374" +53.31 -53.3 +39.71 -39.7 +39.1 139.1 +36.71 -36.7 +33.41 -33.4 +30.31 -30.3 +28.01 -28.0 +25.8! -25.8 29.374"ttuu 36-5/8"3 +55.01 51.0 +52.01 -52.0 +48.21 48.2 +44.01 44.0 +40.1! -40.1 +37.01 -37.0 +34.1 1 -34.1 +31.4 I -31.4 0 Z 73" 36-9/16"(Equal Lite) +55.0! •68.3 +55.0 L-56.3 +52.1 1 -52.1 +51.5 1 -51.5 +47.0 1 47.0 t+42.71 42.7 +39.6! -39.6 + 73 0 1 -37.0 alar 38-9118" +55.01 -67,8 +55.01 -56.3 +52.1 -52.1 +48.5 1--48.5 +44.1 144.1 +40.21 40.2 +37.61 -37.6 +34.81 -34,8 a 53.3 1 -53.3 +39.7! 39.7 +39.1 -39.1 +38.7 1 36.7 +33.41 -33.4 +30.31 -30.3 1+28.0 1 -28.0 +25.8r 2b.8_ z 1 ___ _.`y \1 t t t I I I I r r r r 1 r under 31-3/4' ��� b33 � 3 +_55 -58.3 +48.0 48.0 '+45.2! 45.2_ +4172' 41.2 +37.91 -37.9 +34.81 -3-478-7+3i71 -31.7 +29.5 -29.5 • N'&4,,',78" 31-3/4"thru 39" 1 1 ; n R 1--- +41.2! 44.2 +40.3 40.3 +37.7( -37.7 +34 9 1 -34.9 NOTES \ ~ 331/16"(Equal Lite) +55.0! 52.5 +50.8! -50.8 +46.3! 46.3 +45.2! 45.2 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH Ile' Jam. • ANNEALED GLASS(TYPE A). _-- p W�1 'Tip-to-tlp dimensions for flange windows shown.For fin windows or buck dimensions.subtract 1". _ W To , O.:claw: 'Olera0 sash height.For clear daylight height,subtract 3-9/16 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH =Z:2 �� ,c• It 3 Size range includes the standard Pro-View(3.Oler-2 configuration)for the gii.en Window Height. OR HEIGHT DIMENSION SHOWN ON THE TABLE. r•-V o For overall sash width,subtract 2-15/16'from the buck dimension. -COs,•. t v.• 0��co� rrr•Ir. i''0 TABLE 4: TABLE 2: PRODUCT REVISED Monolithic Glass Types as complying web the Molds Maximum Design Pressure(lbsl(t2)for Glass Type B-.1, Fin&Flange Frame Beading Code ", WSaah indow A 1/8"Annealed AAceepteom ��.2/. SMI (see Figure A,this sheet) Maximum Window Width' B 1/6"Tempered ,2► 19-1/8" 26-1/2" 33' 37" 41" 45" 49" 53-118" c 3/16"Annealed By JP:,.. �f� Mum' .• P.odott 23" 11-9/18"(Equal Lite) +55.0 1 -90.0 +55.01 -90.0 +55.0 -90.0 +55.01-90.0 +55.0I 40.0 +55.0 -90.0'+55.0 40.0 +55.01 90.0 D 3/16"Tempered under 18-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.01 -90.0 +55.0 -84.3 +55.0 -78.0 +55.0 -72.9 E 1/4"Annealed 3T 18-9/18"(Equal Lite) +55.0 -90.0 +55.0 40.0 +55.0 -90.0 +55.0 40.0 +55.01 -90.0 +55.0! -90.0'+55.0 91.1 +55.0 -73.4 F 1/4"Tempered Ser 16016" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.3 +55.0 -78.0 +55.0 -72.9 Ym under 16.7/8" +55.0 -90.0 +55.0 -90.0 +56.0 -90.0 +55.0 -90.0 +55.0 48.5 +55.0 41.8 +55.0 -75.0 +55.0 -88.5 TABLE 3: N i 8 15-7/8'tin 19 3/16"3 +56.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0_+55.0 -87.9 +55.0 -78.8 +55.0 -71.2 Insulated Glass Types cn $ • 19-1/4'(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -87.9 +55.0 -78.8 +55.0 -71.2 G 1/8"Annealed,114•Airspace,1/8"Annealed 0 8o Ser 19-1/4" +55.0 I -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 48.5 +55.0 41.8 +55.0 -75.0 +55.0 48.5 re 0 _ H 3116'Amealed,3/18"Airspace,1/6'Annealed under 19-9/16" +55.01 -90.0 +55.0 -90.0 +55.01 -90.0 +55.0 88.5 +55.0 -80.2 +55.0 -73.2 +55.0 -68.3 +55.0 -59.7 H a I 1/8"Tempered,1/4"Airspace,1/8'Tempered 19-9118"thru 22-5/g 3 +55.0 -90.0 +55.0 -90.0 +55.0, -90.0 +55.0 -90.0 +55.0 49.1 +55.0 -78.5 +55.0{ -70.0 +55.0 Atl J 3/18"Tempered,3/18"Airspace,Ire'Tempered W W g 4S 22-9/16"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -89.3 +55.0,-78.5 +55.0} -70-0 +55.0 -63.0 Z ova 22-W16" +55.0 40.0 +55.91 -90.0 +55.0 l 90.0 +55.0 48.5 +55.0 -80.2 +55.01 -73.2 +55.01 88.3 +55.01 5 Z 9.7 I- under 20-1/8" +55.0 -90.0,+55.01 -90.0 +55.01 480+ 55.0 -81.8 +55.0 -75.7 +55.0 59.2 +55.0 42.8 +55.0 -57.7co LL i 1 Z FIGURE C E A:SASH V 7 1 O 49' 201/8"thN 241/2 ' +55.01 -90.0 +55.0 -90.0 +55.01 -90.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +55.0 -65.9 +55.0 -59.1CROSS SECTION O O 0 24-9/16"(Equal Lite) +55.0 i-90.0 +55.0 -90.0 +55.01=-90.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +55.0 -65.9 +55.0 -59.1 (WITH LG.GLAss) Z Z Cuj e 0 co over 24-9/16' +55.0 -90.0 +55.0 -90.0 +55.0 f -88.0 +55.0 -81.8 +55.0 -75.7 +55.0 -69.2 +55.0. 82.8 +55.0 -57.7 W Z •17 under 20-13/16' +55.0 90.0 +55.0 -90.0 +55.0 -83.5 +55.0 -79.1 +55.0 -74.0'+55.0 87.3 +55.0 -61.9 +55.0 -58.8 ��� T- � 20.13/16"thtu 24-11/18„3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -83.2 +55.0 -72.7 +55.0 -64.5 +55.0 -57.8 f '.i1 O O W C7 505/8' 24514'(Equal Lite) +5~5 0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 80.0 +55.0 -83.2 +55.0 -72.7 +55.0 84.5 +55.0 -57.8 1 O u C a = �O over 244/4' +55.0 40.0 +55.0 -90.0 +55.0/ -83.5 +55.0 -79.1 +55.0, -74.0 +55.0 187.3 +55.0 81.9 +55.0 48.8 Z N under 24-15/16' +55.0 47.9 +55.0 75.8 +55.01-65.7 +55.0 82.3 +55.0 80.0 +55.0 58.5 +53.2 -53.2 +49.6 49.8 1 W 11 _ SASH '-9 O 24-15/16"thru 305/8"3 +55.0 47.9 +55.0 -75.8 +55.0{4-74.1 +55.0 -74.1 +55.0 -74.1 +55.0 45.5 +55.0 47.5 +51.1 51.1 vISIBLE uoHT HEIGHT I ( 0 Z 61" 30-9/18"(Equal Lite) +55.01-87.9 +55.0 -75.8 +55.0! -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 -85.5 +55.0 -57.5 +51.1 1 51.1 HEIGHT 88 to oter 30-9/16" +55.0 -87.9 +55.0 -75.8 +55.01 -74.1 +55.01 -74.1 +55.0 -74.0 +55.0 -65.5 +55.0 -57.5 +51.1 -51.1 SASH HEIGHT-3-9116' 1 under 253/4" +55.0 83.9 +55.0 -71.7 +55.0 42.0 +55.0 49.9 +55.0 57.8 +54.5 44.5 +51.3 -51.3 +48.3 48.3 � 1 x * i 253/4"thou 315/8'3 +55.0 -83.9 +55.0 -71.7 +55.0 89,4 +55.0 49.4 +55.0 49.4 +55.0 -64.5 +55.0 58.5 +50.2 -50.2 (� 7rS +� 83' l \ axe' t 31-9/18"(Equal Lite) +55.0 83.9 +55.0 -71.7 +55.0 89.4 +55.0 -69.4 +55.0 89.4 +55.0 44.5 +55.0 58.5 `+50.2 50.2 I lei over 31-9/18" +55.0 -83.9 +55.0 -71.7 +55.011 49.4 +55.0 89.4 +55.01, 89.4 +55.0 -64.5 +55.0 -56.5 +50.2 -50.2 ±1 1:11 .\ 5 under 293/4" +55.0 88.3 +55.0 58.3 +52.1$-521 +51.5I 51.5 +51.5 41.5 +51.5 51.5 +50.0 50.0 +46.4' -48.4 ` �Y 73' 29:3!4'thru 36-5/6"3 +55.01 -88.3 +55.01 -56.3 +52.1 -52.1 +51.5 -51.5 +51.5 -51.5 +51.5 -51.5 +51.5 -51.5 +48.4 i -48.4 38-9/16'(Equal Lite) +55.01 48.3 +55.01 -58.3 +52.1 -52.1 +51.51 -51.5 +51.5 1 -51.5 +51.5 -51.5 +51.5 -51.5 +48.4 -46.4 over 38-9/18" +55.01 -68.3 +55.0 58.3 +52.1 521 +51.51 -51.5_+51.51 -51.5 +51.5 -51.5 +51.5 -51.5 +46.4 -48.4 t/I I I I I i r r under 31314' +55.0 42.5 +50.8 -50.8 +48.3 -48.3 +45.2 -45.2 +45.01 -45.0 +45.0 -45.0 +45.0 -45.0 +45.01 -45.0 ' _ ,�v 4( ,•.. .....74E)', 76' 313/4"Ow 39"3 +55.0 82.5 +50.8 50.8 +48.3 -46.3 +45.2 -45.2 +45.0111 -45.0 +45.0 -45.0 +45.0 -45.0 +45.01 -45.0 NOTES `t d.� ,a 39-1118•(Equal Ute) +55.01 82.5 +50.8 -50.8 +48.3 -48.3 +45.2 -45.2 +45.0) -45.0 +45.0 -45.0 +45.01 -45.0 +45.01 -45.0 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS g: .n r�o o•.Q: g TYPES B-J.NOT APPLICABLE WITH 118-ANNEALED GLASS(TYPE A). _ Z:y r� /i W O•:7 4 g 1 Tip-toiip dimensions for flange windows shown.For In windows or buck dmensions,subtract V. = z;w m 4: p 2 ghdaylight height,subtract 3.9/16". 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR^J J 2 ,••9 M Overell sash height.For dear I HEIGHT DIMENSION SHOWN ON THE TABLE. %•7./••? Gj 3 Size range Includes the standard Pro-View(3o1er--2 configuration)for the given Window Height. , Os•.. �(V�.4 For ovela9 sash width,subtract 2-15/16"from the buck dimension. "/:•4113. ckO\v` ,,,'r/InIIIP vv ti coHCR£TE1cIAu INSTALLATION DETAILS FOR FLANGE FRAMES PPEERANCHOR PERETFJCANCHOR TYP.ANCHOR OPTIONAL ADDON 13 EMBEDMENT "j REQUIREMENT PER UP AN ANCHOR INSTALLATION FLANGE ej HEAD. O © EDGE DISTANCE ENT AND OPTION 1 SILL a JAMBS .� 1H•MAX 41 27 I 1 PER SUBSTRATE, CURVED HEADER EDfiE F SHIM ® �� I 1 SEE TABLE S. INSTALLATION INTO WOOD DISTANCE •• THIS SHEET. 2X.SEE NOTE 2,THIS SHEET. %:� EMBEDMENT �� • • _ Nii�' ` • - " ►� ow f` 1 l It ��ll�e•a�ia..0 TYP.ANCHOR • 0 -—1—, lit EMBEDMENT • • EDGE r , Iiii -----11-1-_-Lim-MAX � EMBEDMENT _ 0 il DISTANCE SHIM SHIM DISTANCE PER ANO EDGE rli) TYP. © EMBEDMENTHOR SUBSTRATE. •• ---- - EMBEDMENT AND �, • SEE TABLES. 9,--I • 0 INSTALLATION 1{86' EDGE DISTANCE 0 THIS SHEET. Q Q EXTERIOR PER SUBSTRATE, INSTALLATION OPTION 3 L_ 0 SEE TABLE 5.THIS nn__ SHEET. OPTION 1 INSTALLATION VISIBLE LIGHT wDTH V INSTALLATION ANCHORS VISIBLE STRAIGHT HEADER OPTION 2 — BUCK WIDTH THROUGH 1X BUCKSTRP LIGHT r�TALLATION ONTO INSTALLATION INTO MASONRY. HEIGHT © WOOD 2X NO ANCHORS ANCHORS DIRECTLY TIP-TO-TIP WIDTH REQUIRED AT HEADER INTO MASONRY. HORIZONTAL SECTION A-A © EGRESS FORMULAS I TABLE s: EQUAL-LITE 112 STEEL - �iii� I 1/r MAX.SHIM Anchor Anchor Substrate Min.Edge Mln. S =.! SELF-ORILUNG / Group Distance Embedment ) WIDTH:TIP-TO-11P WIDTH•4' _,� SMS(06),SEE / A 1/4.410 SS C eteFIex IJngm ded CMU.(ASTM 0430) 1a/4" 1-t/4' HEIGHT:TIP-TO-TIP WDTH2.68/18' III 2.751'0 Ti O TABLE SHEETS.THIS\BUCK . �, P.T.Southern Pine(SG'.tib g/18' 1;318' VISIBLE LIGHT FORMULAS ���- 9 r12 Steel SMS aumhwn,5083 T5 min. 3l� 1/13'• EQUAL-LITE) USE EITHER HEIGHT EXTERIOR LATCH(i 29)OR INSTALLATION ,,!!�,,,,,,,,1 (1 Screw(G5) Steel Sled,Gr.33 min. 3/8' 0.0348(20 Ge)' WIDTH(SASH):TP•T0.TP WIDTH-S-1/1B' I BOTTOM LOCK OPTION 4 A36 Steel 315• WIDTH(FIXED):TP-TO-TIP WIDTH-4' �_ A (111).TESTED INSTALLATION - 1-318• HEIGHT:(TIP-TO-TIP HEIGHT•7-t/16'y2 7HEIGHT Ina 0 P.T.Southern Phe(SO=.55) 1. HEIGHT ,lit ,� UNIT LOCATION: ANCHORSINTO l I 5318'FROM DIRECTLY IN114'410 SS CIeleFlex COnclete(mb.3.36 ksq 1" 1• I 0 1� 0 VENT EN). /ii/ii {, ungrouted CMU,(ASNA G90) 1.3/4' 1-114' I A Ow P.T.Southern 1•Plne(SG-.56) 13/8' VISIBLELIGHT I O , © C 1/4'Steel Utrecon Concede(mIs.2.9 ksl) 1" 13/8" HEIGHT DA IN APPROVED MULLION. Ungrotted CMU.(ASTM CBC) 2-1/2'\ 1-1/4 ALUMINUM.STEEL FRAMING OR EXTERIOR ir:CIIIIC:).1".‘ STEEL STUD.SEE SUBSTRATE J� •McAIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. • JPROPERTIES,TABLE 5.THIS SFEET. �// 0 NOTES1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE UMRS ANY INSTALLATION OPTION `SHOWNMAYBEUSEDONANYSIDEOFTHE WINDOW. 2.254' ® _ 2)MASONRY ANCHORSMAVBEUSED MTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN t-1l!'THICK ARE TO BE CONSIDERED 1X IFISTALLATIONS. 2XWO00 aIX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2•THICK OR GREATER.1X MND 2X BUCKSPRODUCT R&� FBUSP, 2 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE {e '� a 2�q7TH S SHEET. _ ENGINEER OR ART CHITECT OF RECORD. N N Bx retiar Dale �' a • , SO REFERRED TOASDAYLIGHT OPENING) .``�pN'l IIYNN ~7"i1, R1NMd Br D'M' C loll. •'..'•/ MEASURED FROM BEADING TOBEADING. `� ��:•'�ICENSF•--. % JJ 10/10/11 2014 UPDATE Bee Predrrct Coe9d� • \\\\ •\ L 1/4'MAX SHIM y :' - prry""..at Ra.4nd elc Dela: FMalm: \\\ '* No.56705 '�`' SC 05/20/15 , TABLE 5 NO ANCHORS Drum By: REQUIRED W CONCRETE PER RANGE REQUIREMENT ANCHOR --D 15:'x- s FLANGE GE FRAME INSTALLATION DETAILS J ROSOWSKI REQUIREMENT 13 FRAME SILL • •• .' • ,• -;0 T TE 0 ,V./.::' Dobe C� F(ORIDP ••'• 9y 1070 TECHNOLOGY DRIVE SINGLE HUNG WINDOW INSTALLATION 05/11/11 • '• • • N. TECHN FL 34275 %;firCONAL -,'‘‘`\` NOKOMSoFLt34274 Swr„,/Yeeec Soder Seas: Creeds No.s A VERTICAL SECTION B-B L41tat ,PE. SH-200 NTS 4 OF 8 MD-SH200-01 P.E.e 5e77 05 CERT. OF AUTH. /29298 INSTALLATION DETAILS FOR FIN FRAMESEDGE EDGE DISTANCE EDGE DISTANCE its'MAX SHIMEDGE TYP.ANCHOR TYPE,EMBEDMENT AND DISTANCE i DISTANCE EDGE DISTANCE PER SUBSTRATE.SEE r-- 114"MAX SHIM TYP.ANCHOR TYPE, T I 2X WOOD.SEE TABLE IX THIS SHEET `T I — EMBEDMENT AND EDGE — 1 1 NOTE 2,THIS 2X WOOD, DISTANCE PER SUBSTRATE. V SHEET 2X WOOD,SEE NOTE 2.THIS SHEET SEE NOTE 2, SEE TABLE 8,THIS SHEET. INSTALLATION I1 +T OPTION 5 EMBEDMENT 1__ THIS SHEET HORIZONTAL SECTION C-C CURVED HEADER --- — EDGE � EN 2X WOOD ®O / INSTALLATION DISTANCE+ I DISTANCE+ I�� �� SEE NOTE 2, Q ���r THIS SHEET 81 �i EMBEDMENT ANCHOR(SCREW) a„ I. THROUGH THE FIN EDGE rib, —�� I EDGE 7� ��!• + ® _Z,�� DISTANCE DISTANCE EMBEDMENT ( ) --- (( �\ �� r I1 - l�`11111, 1/4'MAX SHIM �. 1/4•MAXSHW .1 _ o , 1 0 N TYP.ANCHOR TYPE,EMBEDMENT AND 1 INSTALLATION EDGE DISTANCE TYP.ANCHOR TYPE. .. t.486• 0 EMBEDMENT AND EDGE :: 0 OPTION 6 • PER SUBSTRATE, ' DISTANCE PER SUBSTRATE, !I� INSTALLATION INSTALLATION ANCHOR ( SHEET.SEE LE 6,THIS SEE TABLE 8.THIS SHEET. 0 OPTION INSTALLATION OPTION 5 © I (NAY.)THROUGH THE FIN VISIBLEINSTALLATION t @ T o coSTRAIGHT HEADER At (SCREW) VISIBLE LIGHT WIDTH HEIGHT INSTALLATION ANCHOR THROUGH THE FW BUCK WIDTH EGRESS FORMULAS 1 —L 0 (SCREW)THROUGH THE FIN (EQUAL-LITE) MULLION SECTION J HEIGHT:BUCK HEIOHTI2i-5.13/18 7•±■■ "' iii1� MULLION ULLI ED SEC MAYBE . „ 0 VERTICAL OR HORIZONTAL.MAX , M{ I VISIBLE LIGHT FORMULAS EXTERIOR 0 INSTALLATION / 1/4'SHIM SEE SUBSTRATEAll (EQUAL-LITE) 2.75r a USE EITHER OPTION 7 / PROPERTIES.TABLE 8,THIS SHEET. WIDTH(SASH):BUCK WIDTH-4-1118' INSTALLATION WIDTH(FIXED):BUCK WIDTH-3' BUCK LATCH(e 29)OR / O HEIGHT:(BUCK HEIGHT• TH-3"12 HEIGHT © BOTTOM LOCK ANCHOR(SCREW) 1/4'MAX.SHIM EXTERIOR C r�i. (611).TESTED THROUGH THE FIN 136 F LI i� I UNIT LOCATION: % WITH FIN J �/ Ili ems.FROM 0 REMOVED 84 VETT END. #10 STEEL % (___ .-,-, TABLE 8: SELF-DRILLING j I MITI.Edge Min. VISIBLE 0 ELMS(Ga) }� Substrate UONTAnchor Distance Embedment HEIGHT © _222%3Y1.1r_ 2-1/2•x.113•Box Nall P.T.Southern Pine(SG 4.55) 1/2• 2-7/18" 2-112'x.131'Common Nell P.T.Southern Pine(SG-.55) 9118" 2.7/18' ��( J11 �� EXTERIOR 0 2-1/2"x.145'Rooting Nail P.T.Southern Pine(SG•.56) 9116" 2-7/18• �t '�'' 1►� is P.T.Southern Pine(SG .55) 314' 1-318" 43 I, Aluminum,6063-T5 min. 318• 1/B" SALUMINUM/STEELD.SEEUBSRAEP FRAMING OR STEEL 610 Steel SMS Screw(G5) 2.254' 31 ®[ I STUD.SEE SUBSTRATE PROPERTIES, Steel Stud,Gr.33 mkt. 3/8" 0.008 PRODUCT FgWe s,- © TABLE 6.THIS SHEET. A38 Steel 318" 118" NOTES Auldue Cod. �/ �2 1)USE ONLY SUBSTRATE NI I 11111fy1 U�MUM OF 3 THREADS BEYOND THE METAL SUBSTRATE• Ac cM!Ko �".� r 1N•W1X SHIM APPROPRIATE ANCHORS USTED `s.� QTY l7rvry,�/,, RMMM BY. • Doll: Rawwc -. �I ,� '� �i LENS c�� JJ 10/10/11 NO CHANGE m,,,„ :J"Prowl s'=,) _i_ ON TABLE 6 OF THIS SHEET. `� •i`� ............. ,(� i, PYP.ANCHOR TYPE. -I L FOLLOW EMBEDMENT AND EDGE .••• U F 'p ./rte► R.wrd B�, pull Re,*n: EMBEDMENT AND EDGE f EDGE DISTANCE LIMITS.ANY DISTANCE PER SUBSTRATE, DISTANCE+ INSTALLATION OPTION SHOWN _ NO.,rjB70$ •* _ . SC 05/20/15 NO CHANGE SEE TABLE 8,THIS SHEET. I' } EDGE MAWINDY OWE .SED ON ANY SIDE OF THE _ • _ V D.splpUon. Drown By ��J FIN FRAME INSTALLATION DETAILS J ROSOWSKI INSTALLATION - i DISTANCE 2)2X WOOD FRAMING OR BUCK. ,gyp E OF (5; Mx OPTIONS EMBEDMENT } t-1 2'THI K OR GREATER. %;�V5;•.,F/ORIDP,.••G�"..' 1070 TECHNOLOGY OT� Tre.e INSTALLATION ANCHOR ' s/ c„,,�� VENICE. FL P.o. Box ts29 SINGLE HUNG WINDOW INSTALLATION 05/11/11 (NAIL)THROUGH THE FIN 2X WOOD.SEE NOTE 2,THIS SHEET 3)VISIBLE LIGHT WIDTH OR HEIGHT ',,', ONAL -I (ALSO REFERRED TO AS DAYLIGHT /,/I I i i I I I` NOKOMIS, FL 34274 serfy/MudN: Scots: Shea* Droning 1'10• Row OPENING)IS MEASURED FROM 1.11U-ER.PF. SH-200 NTS 5 OF 8 MD-SH2O0-01 B VERTICAL SECTION D-D BEADING TO BEADING A.LYNN P•E.e68706 CERT. OF Aura+• I2a2ea • pp S Tio Y 5 R I r A y I m2. 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W NNN 4 1 N N N j NDN N N Y N N N N N V N Y N N N N N N Below MR ' '9 m • lSByA}l[([ N V V N N coI V N,N N 4 N N V co N N N 4 N N Y,N N N V N N N N N N N N�Above MR I • Z 9, Y ft N N N N N N N 4 N N y N N N tl co N N lout N N Y N N . ..a tom . . N N N BNOW MR m 1/1 g N N V 4 N N Y d NIN N Nr. . . . N N N N'N N N N N NIN N N N Above MR I N N NIN N N N N N N NI N N N CO 4 N N N 4 N N NIN N N N Al N N N N N N N BNow MR � N W Y N N co YIN,COI tl N 4 coa Nltl tlr. . .IW a •N N 4 N N V N AbOV.MI R N N N Y N N N W V N N a W N /a W N N . . . . . . N N CO AlN N N V N N N Wow MR ' i. Y 4 N`N V II NI W Y W N 14Y • N d Y A. N 1 r = N V V V N . . . . . . 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NICO u N N V N N N,KNOW MR : Xl N V 4 N N CO Y N,4 W 5 NIV co •'N CO 4 • N,4, 4 • N 4 V CO N N Y Y N N co N MOW MR 1 C_ N N N V N IJ N ... • • • • • • • • • • • • • • • • • • • • • • • • • • •I 010*MR m 1 — T N • V N N Y 4 N N CO W N N Y W NN 4 VIN NCO Y N N V V'N N N V N N N N MOW MRI _ '� N N ~IN N N N V Y a N YIN N 4 4 N N N CO,N N N 4 N N N,W N N N N N N N BNow MR o \ W V • V co W • • V Y • • NIV a • N Y • aIN YIa • N co co a1N V V N MOW MR I V N co N N • Y 4 N • V to co a co 4 N • V co N • Y co N a co N N Y co • N BNow MR , g i • 1., tl Y co co Y ♦ N 4.4 5 N (4 a aIN V tl a N tl Y a N 4 4 • N N V co N N co N About MR ,) • V N N to tl N N • V,4 N • co W tl • V N N • V N N a,N N N Y N N NI4 N N N KNOW MR m GO N 01 V N N Y W N CO 4 co N co co co N W Y tl N N VI 4 N N V 4 N N N Y N N tl N AVOW MR N N V N N N N 4 tl •'• W 4 N . . . . . . 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Al W 4 a N Y V N N co Y N • W CO N N V Y N N 4 N N N N N MW.MR I 1j co N IJ V co N N Y of N N Y Y N 4 co N N N co N N N co N N N • N • N V N N N Below MR l I1ro Na OY 4 a . V V • in go • aNtJ V • N V Y • N V V a N Y 4 a N co a. N MW MR ` r� 0. 4. 44 .4 4VNa 4 V N • Y Y V a,W[4 w to . . . V N N a 4 NN a 4 N N BNeW MR I I / &/ 4 ♦ • •• •• • • • • • • • • •• a N ... • • • • • aN444N Y 4 V N V V`N Above MR S" +`1^: N 4 N Wtl •W •N V V •N •N 4 4 N 4 • V N• N • 4 N N V co N N W Y N N Y 4 N N B.0*MR m R W V w N Y d a N N Y a N N co a Ti N V d N N 4, 4 N N 4 4 N N %a V N N 4 N AtINN MR 4 N N 4 V N N W N N PN V N N V (4 N N N N N N N V • • • • • • • • • • • BNOw MR 13, • y yrg 14 y T Tsjh -C 7 Y& 1 n2 i 2 ` gl `,I A.l l l t..r i,, -RwiMd Els Dots Re on: Drown o G B JJ 10/10/11 NO CHANGE J ROSOWSKI 1' 11 `\��,,��NY LYNN../t ilio, - s ........ 4....' VCEN$ '.-lcp V. p,,..., R.rf..0 b•' Deet *mow Q'ow.DOW F` $n`s. * No.56705 * . SC 05/20/15 NO CHANGE 05/11/11 .eE_ .i;IST `y e ▪ �' : = ANCHOR SPACING , a i'i �e �� ' iv :i X01 04,%... STATE OF (V. 1070 7ECNNOIOCY DRIVE 7Rb: (� '•.F1 ORIOP•'' \,: N.VENICE' FL 3275 SINGLE HUNG WINDOW INSTALLATION Ila '','SS'ONAL�NG,` NOKOMIS:711529 34274 sews aode* Sage: Sheet Droving N.. Rol f N ee P.E.11 �(.�1CVRLE1Z P£ • CERT. OF Aum. #29296 SH-200 NTS 6 OF 8 MDSH200-01 B P.E13B70S PRODUCT REVISED es complying with the Florida Building Code 0Accep°ece No%• OS_%.22 ANGLED/CURVED_ ANGLED/CURVED D"0-1.1,-.. '14 FRAME FRAME By a :, /416. ' ASSEMBLY ill,11 90°CORNER ASEMBLY© FRAME 90°CORNER ASSEMBLY 0 �, ASSEMBLY OAmiiiiiridi Q p I-r ® I ijii ®,-WEEPiiiiip'' ,_© EACH NDD ' ' ►�. 0 / C9 C7 N I- CO FRAME O , FLANGE FRAMESHOW •-e",....„ IL � 1 1 U' ZCI) O i , ©� MITERED FRAME /, MITEREDWITH FRAME FRAME SSIMILARWELDS .FIN .'O O >.. Q f SCREW BOSSEE8 - NEL DS AT Z Z J 0 (/) SCREW BOSSES 03 Z • Z ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR o c alZ FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL . o . o ' I 0 N a' & gz _ ' 1 -111?) 16 Ur NOu. lir NOM. ' GLASS STACK GLASS STACK 1/4'NRSPACE - am AIRSPACE _ IN n E 1B'ANNEALED OR 3NK ANNEALED OR 1/t ANNEALED OR 1/B'ANNEALED OR 3116*ANNEALED OR UB'ANNEALED OR X E R R TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS IEth.ANNEALEDORTEMPERED GLASS TEMPERED GLASS ( 1 ;?' i 0 ° o m o ° to II ° o I ° 51 „T„..., 3/g'NOM. 318•NOM. 3AB'NOM. 3AB'NOM. �. 3AB'NOM. i 1 L 01.a GLASS BETE - GLASS BITE , OIASS BITE , �� GLASS •BITE I GLASS BITE l�!� l o= Ij s� s7. �I `4.4„..124, 'X11 Friv�1 r. 0 0 0 A 0 0 O ` 111IIIIt IAtrr'' ILS_i' - : ii ?&i d 1/8"GLAZING DETAIL 3/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G.GLAZING DETAIL1/2'I.G.GLAZING DETAIL - y �1. �, VN Vol': 2 Y.'o L 0Au 42 GLASS TYPES A&B GLASS TYPES C A D GLASS TYPES E 8 F GLASS TYPES 0 81 GLASS TYPES H 8J 7 I=m DPOT# POT Part p Description 2000 e 1 2703E 62703EW Flange Frame Head T 2 2751B 62751BW Flange Frame SIII 2.000' I i 238• 060• J �" '°82•�' • 3 2781 62781W Flange Frame Jamb _ aer osroer 1.126' 4 2713 62713BW Integral Fin Frame Head 2.600' 2000• 060' 5 2714E 62714EW Integral Fin Frame SIU rI 6 2782 62782W Integral Fin Frame Jamb 11.50irF� 062• � .86V 7 2706 627060W Sash Bottom Rail062• .062' �r 1 8 2707 82707CW Sash Top Rail .500' 1 .062' i .062' -4I- 9 2739 62739W Fixed Meeting Rai FLANGE FRAME HEAD r .050' 10 2709 62709CW Sash Side Rail 606378 ALUMINUM I 2.058' FLANGE FRAME SILL (--;-, 4 FLANGE FRAME JAMA INTEGRAL FIN FRAME HEAD 11 27406 742740AW Sash Bottom Lock 6063.78 ALUMINUM 6063-76 ALUMINUM 8083-75 ALUMINUM 12 2785 62785W Sash Stop [ 1 13 134 66615 Addon Flange 20 1226 612280W Vinyl Bulb,Flex PVC 70 21 1662C 71662CW Head/Sill Gasket,Polyethelyne 2.056' 3.225' 'T r .976' 22 1270 7PAD118 Open Cell Foam Pad .060 It t� �.I �p Jj J I .- 1.187' �{ 23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC o8r T 111 I .058• 24 4066 84066G Wstp.,187 X.230 Fin Seal 2�p. , 1 i 1.807' •y ji" 25 2784 72784W Sash Side Rall Gasket,Polyethelyne 07'5• 060• }A30' 1 1 1.2xwLinn .050'÷ 'T 26 1078 7121 UM Balance Takeout Clip 1.125• .a5. I .887' 13 +GE 27 Varies per Size Balance 082' + 51)63°`?",ALUMINUM I , 1 _j I 28 2711 42800W Sash Cam Nylon —'I r 29 1096 71098W Sweep Latch Zinc 2.066' 050• --t .e2r t- —.-1 eco` If INTEGRAL FIN FRAME SILL INTEGRAL FIN FRAME JAMB SASH BOTTOM RAIL SASH TOP RAIL 30 1016 7858W W #8 X.825 Ph.Fl.SMS Latch Screws O 6063.16 ALUMINUM O 6063-T6 ALUMINUM 0 606376 ALUMINUM 0 6083.78 ALUMINUM ^31 1267 71267N Setting Block 1/8"x 1/2'x 1",EPDM 32 6DURAK318 Duraseal-3/16' --.....1 I' .082' 33 6DURAK14 Duraseal-1/4' :6_... r34 Sash Batlom Lock Spring • �35 Screen Cloth,Fiberglass o6r tsar oso• 1.18r I .03r ez6• 36 Dow Coming 899 Silicone Glazing Sealantri 87P 40 1625 616256 Glass Bead(1/8"Glass) I 1.157' -P 41 2719 627196 Glass Bead(3/16"Glass) I -H .�6• F� .oer 1.010• t� 42 1263 612638 Glass Bead(1/4'Glass) O FIXED MEETING RAIL O SASH SIDE RAIL O SASH BOTTOM LOCK RAIL O SASH STOP PRODUCT REVISED 43 1253 6VT48B Glass Bead(LG.) 8 6063.76 ALUMINUM f0 6063-76 ALUMINUM 1t 808378 ALUMINUM 12 606376 ALUMINUM as oomplyins with Km Florida de 50 781 PQA 08 X1"QUAD Pn SMS Budding npinace No .22 51 781PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. \‘01111i I I I,A e'►"'loa Dale -i;!t '284 52 1184 781 LHPQA #8-15 x 1 LH Twlntast Screw Zinc `\-.0NV LYNN M// '�i,� Raised Doer IN.reoo: 9 / , J • 'sa••'•CENSF''••F'P '.• JJ 10/10/11 NO CHANGE ,� ' •PraAaICo sol 53 1186 781LHPQX 118-15 x 1 LH Twintast Screw Zinc(S.S.) ,t..*. �" *;— Iw &wised B,. DalR,54 78X1PFTFUA #8 X1"Ph Fl u/cut SMS '*; No.58705 = SC 05/20/15 NO CHANGE 55 78X1FPAX *8 X1"Ph Fl-Stainless Steel Drawn 60 1/8"Annealed or Tempered Glass ;-D'•.�l (S �; BOM&PART DETAILS J ROSOWSKI 61 3/16"Annealed or Tempered Glass '-O 7 Fr �� 1070 TECHNOLOGY DENS rAle• Oxer 82 1/4"Annealed or Tempered Glass • CC• S' ',mop,'0\-; N.VENICE. FL 34276 SINGLE HUNG WINDOW INSTALLATION 05/11/11 63 1/8'-1/4"Alr-1/8'An.or Temp.I.G. �''i�,s/ONAI1- '�\ NOKOMIS,FLX 134274 84 1/8"-3/16'Air-3/16"An.or Temp.I.G. A.LYNdS,6l(I:R P.E. S+twL ororiny Rev: PE1158705 CERT. OF AUTH. /29296 SH-200 NTS 8 OF 8 MD-SH200-01 B MIAMI•DADE MIAMI-DADE COUNTY COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/cconomv PGT Industries Inc. 1070 Technology Drive, >� { North Venice,Fl.34275 � C0 SCOPE: r° This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:DESCRIPTION: Series"SGD-2500"Aluminum Sliding Glass Doors w/wo Reinforcements—Non-Impact APPROVAL DOCUMENT: Drawing No.757 Rev N,titled"Akin Sliding Glass Doors-Non-Impact", sheets 1 through 16 of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29/15,signed and sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None:Approved Hurricane Protection devices,complying w/FBC,as applicable are required. Limitations: 1. Use of Table 1,requires No reinforcements. 2. Use of Tables 2 and 3 require full reinforcement per sheets 7&8 of the drawing. 3. Egress operable doors must comply with min clear width per FBC,as applicable. 4. Max%a"nominal air space is applicable for I.G.glazing with Truseal Duraseal spacer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0726.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 15-0609.10 MIAMI•DADECOUNTY Expiration Date: May 22,2018 APPROVED Approval Date: August 13,2015 �`�(��� Page.1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below). 2. Drawing No.757 Rev N,titled"Alum Sliding Glass Doors-Non-Impact", sheets 1 through 16 of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29/15,signed and sealed by Lynn Miller,P.E. B. TESTS (submitted under files# 12-0726.03/#11-1018.11/#08-0213.03) 1. Test report on 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 Along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc.,Test Report No FTL-5095,dated 12-13- 06,signed and sealed by Edmundo Largaespada, P.E. 2. Additional test reports,Test report No. FTL-3102, FM-3116, FTL-3117, FTL-3596, FTL-4273,FTL-4275 and FTL-4277 per FBC,TAS 202-94(formally SFBC, PA 202- 94),issued by Fenestration Testing Laboratory,Inc. (Transferred from file#04- 1220.05/08-0213.03). C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/29/15,complying with FBC-214(5th Edition),prepared by PGT,signed and sealed by Lynn Miller,P.E. 2. Glazing complies with ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS . 1. Statement letter of conformance to FBC 2014(51h edition) and letter of no financial interest,prepared by PGT,dated 05/29/15,signed and sealed by Lynn Miller,P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises NOA#12-0726.03,expiring May 22,2018. 2. Previous NOA associated files: 08-0213.03,#07-0309.09 and#04-1220.05 3. Test proposals No(s) 07-2245 and#04-0404 approved by BCCO. kshaq I.Chanda,P.E. Product Control Examiner NOA No. 15-0609.10 Expiration Date: May 22,2018 Approval Date: August 13,2015 E-1 GENERAL NOTES: NON—IMPACT SLIDING GLASS DOOR 1.GLAZING OPTIONS: B.3/18'TEMPERED GLASS. TEST REPORTS FTL3116,FTL3117,FTL-4277 AND FTL-5095. C.1/4'TEMPERED GLASS. TEST REPORT FTL-3102. D.5/8'INSULATED GLASS(I.G.);(2)LUTES OF 3/18'TEMPERED GLASS WITH A 1/4'AIR SPACE. TEST REPORTS FTL-4273,FTL-4275,FTL-4280,FTL-4285 AND FTL-4341. 2.CONFIGURATIONS:SEE SHEET 3. ' 3.DESIGN PRESSURES:SEE TABLES 1-3 ON SHEET 2. A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C.DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, NOA DRAWING MAP THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC. FOR ANCHORAGE DETAILS, SHEET SEE SHEETS 13 AND 14. GENERAL NOTES 1 5.MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. GLAZING DETAILS 1 8.INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD SEAM SEALER. DESIGN PRESSURES.......2 7.REFERENCES:TEST REPORTS FTL3102,FTL3116,FTL3117,FTL3596,FTL-4273,FTL-4275,FTL-4277,FTL-4280,FTL-4285,FTL-4341 AND 5095. CONFIGURATIONS 3 >ELCO ULTRACON AND CRETEFLEX NOAS >ANSUAF&PA NDS FOR WOOD CONSTRUCTION ® ELEVATIONS 4 >ALUMINUM DESIGN MANUAL ' VERT.SECTIONS 5 HORIZ.SECTIONS 8-8 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INOLUDING THE HIGH 'X'&'O'CLIP INSTALL... 9 VELOCITY HURRICANE ZONE(HVHZ). PARTS LIST 10 9.GLAZING VINYL SPECIFICATIONS(ITEMS 38,37,&131): EXTRUSIONS 11-13 a.PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS,INC.,EXTRUDED BY TEAM PLASTICS,INC. ANCHORAGE 1418 b.HARDNESS:70 SHORE A c.SPECIFIC GRAVITY:1.43 d.TENSILE STRENGTH:1450 PSI a.ULTIMATE ELONGATION:380% f. MODULUS @I 100%ELONGATION:690 PSI g.TEAR STRENGTH: 210 LBAN ',fuKr REVISED � rtN tM PNrl& mime 1661 I A" rx CrGoer .I EU ItaO TRUSEAL DURASEAL SPACER(TYP.) 0 It t n n � .:.:.: .� i;iiii ..., 0 0 40 ® 3/16'TEMPERED GLASS 3/16'TEMPERED GLASS 1/4'TEMPERED GLASS '`M AIR SPACE 3/16'TEMPERED GLASS 39 ___1.. .___I e NOM.5/8'LG. l r `FSS LI "`ASS �� • {7 3/8'GLASSBITE BITE ® 1 '::i'' a7 BITE® i�...�, ® _ s., co LYNN,N�e ,,<, `�Poc''�t L NSF , 3/16" MONOLITHIC GLASS 1/4" MONOLITHIC GLASS 5/8" I.G. GLASS ' *' No.56705 GLASS TYPE B GLASS TYPE C GLASS TYPE D :. .••cr= 1~ MO CHANGE T►aeBrEEr 1~Ilp Oft holism MOO TECNNOLOGYDRNE NOTES,GLAZING DETAILS&MAP %O'O FtORIO..•' ,, �.,/ONAI 04 s'. J.R NYfY1 f M FBC2Did CODECFNUK7E OI.AaN(1 VNYL B BPACfR DE$CRWTION NQKOAYB.R 31Y76 n. ��SSS �� B..it1c D.k N.M. Sin EDMONFRC(2014)CODE UPDATE.REMOVE El 300ED//10M �- ALUM.SLIDING GLASS DOOR,NON-IMPACT LAt N1d15 N CNOR NUMBERSANO N MM/'S EDMON YEARS P.0.BOX URD t.�....e w, .... n...tr As l l i 1 tP.E.Dom F.K err or.r. of Narcotad,R Stn4 Virrby alert. $002600 NT$I 1 + 16 757 I N A.LYNNP ���v. F.K OB/OB.04 1.t mono COMPARATIVE ANALYSIS: TABLE 1. COMPARATIVE ANALYSIS: TABLE 3. >EXTENDED SILL,2 1/2"HIGH >EXTENDED SILL,2 1/2"HIGH INTERIOR INTERIOR0 >SINGLE/SINGLE INTERLOCK >SINGLE/DOUBLE INTERLOCK(OUTSIDE) >FULL REINFORCEMENT(SEE SECTIONS ON SHEET 8) ' >NO REINFORCEMENT(SEE SECTIONS ON SHEET 6) • ] �■ 1 GLASS TYPES: WI GLASS TYPES: III B.FTL-3117&FTL-4277;3/16"OR 1/4"TEMPERED , C.FTL-3102;1/4"TEMPERED I%iitan D.FTL-4280&FTL-4285;5/8"TEMPERED I.G.(3/16"T,1/4"SPACE,3/16"T) D.FTL-4273&FTL-4275;5/8"TEMPERED I.G.(3/18"T,1/4"SPACE,3/181) NOM. co, OVER-ALLDOOR HEIGHT EXTERIOR NOM. 0) OVER-ALL DOOR HEIGHT EXTERIOR PANEL g 6 90" o SINGLE/SINGLE PANEL 80,(66) 84"(7°) 90"(76) 96"(6°) SINGLE/DOUBLE WIDTH 0 80"(8) 84'(7°) (7°) 96"(B) WIDTH 0(7 INTERLOCK INTERLOCK B +85.0 -98.8 +65.0 -70.0 +64.6 -64.6 +60.0 -80.0 BD C +65.0 -127.1 +65.0 -120.0 +65.0 -110.8 +65.0 -102.9 REINFORCED 24"(2°) REINFORCEMENT 24"(2°) D +65.0 -107.1 +65.0 -80.0 +65.0 -73.8 +65.0 -88.6 D +65.0 -130.0 +65.0 -130.0 +65.0 -120.0 +65.0 -111.4 B +65.0 -82.7 +58.4 -58.4 +53.8 -53.8 +49.8 -49.8 6 C +65.0 -106.3 +85.0 -100.2 +65.0 -92.2 +65.0 -85.3 30"(26) 30"(2°) D +65.0 -89.6 +65.0 -66.8 +61.4 -81.4 +56.9 -56.9 D +65.0 -115.2 +65.0 -108.5 +65.0 -99.8 +65.0 -92.4 B +65.0 -72.3 +50.9 -50.9 +48.7 -46.7 +43.1 -43.1 C +85.0 -92.9 +65.0 -87.3 +65.0 -80.0 +85.0 -73.8 36"(3°) - 36"(3°) - D +65.0 -78.3 +58.2 -58.2 +53.3 53.3 +49.2 -49.2 D +65.0 -100.6 +65.0 -94.5 +65.0 -88.7 +65.0 -80.0 B( +65.0 -85.1 +45.7 -45.7 +41.7 -41.7 +38.4 -38.4 C +65.0 -78.4 +65.0 -78.4 +65.0 -71.8 +65.0 -85.8 42" 36 42" 36) (D +85.0 -70.5 +52.2 -52.2 +47.7 -47.7 +43.9 -43.9 ) D +65.0 -84.9 +65.0 -84.9 +65.0 -77.5 +65.0 -71.3 B +60.0 -60.0 +42.0 -42.0 +38.2 -38.2 +35.0 -35.0C +80.0 -80.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 48'(4°) 48"(4°) D +65.0 -65.0 +48.0 -48.0 +43.6 -43.6 +40.0 -40.0 0 +65.0 -65.0 +65.0 -65.0 +65.0 -55.0 +85.0 -65.0 ►40U0 REVISED pwMM. M.1S'-0601.10 TABLE 2. sons.nal, s j 2z , )(S COMPARATIVE ANALYSIS: o t . >EXTENDED SILL,2 1/2"HIGH �h•�"Ic"irsi INTERIORCD >SINGLEJSINGLE INTERLOCK >FULL REINFORCEMENT(SEE SECTIONS ON SHEET 7) ��■\I GLASS TYPES: �J\ T SEE NOTES 1&2 B.FTL-3116;3/16"OR 1/4"TEMPERED I .0 POS. D.FTL-4341;5/8"TEMPERED I.G.(3/16"T,1/4"SPACE,3/16"T) - SILL DESIGN NOM. N OVER-ALL DOOR HEIGHT EXTERIOR HEIGHT PRESS. PANEL (IN.) (PSE) WIDTH 0 80"(66) 84"(7°) 90"(76) 96"(8°) SI NLE/SINKLE 2 1/2" +65.0 24"(2°) 6,0 +65.0 -105.9 +65.0 -100.0 +65.0 -92.3 +85.0 -85.7 REINFORCED 1 3/4" +35.3 INTERIOR NOT 30"(26) B,D +65.0 -88.6 +65.0 -83.5 +65.0 -78.8 +85.0 -71.1 NOTES: SILL RATED 36"(3°) B,D +65.0 -77.4 +65.0 -72.7 +65.0 -66.7 +61.5 -61.5 `\w i t i I I I I71,, 42"(3°) B,D +65.0 -65.3 +65.0 -65.3 +59.8 -59.8 +549 -54.9 1.POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 2 1/2'HIGH ``,N ONY LYKN 4, fi,� SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 1 3/4"SILL. `���`. ��c...... // 4e 48"(4°) B,D +50.0 -50.0 +50.0 -50.0 +50.0 50.0 +50.0 -50.0 NEGATIVE PRESSURES ARE UNCHANGED sr: % x• No.58705 2.INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED,IN WHICH = : CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE _ '�� SIIOWN IN TABLES 1 THROUGH 3 FOR THE RESPECTIVE SIZE. �5/�"•( 15 :•L: me/M Deft rwwr.. - a�wr 0 ••. SfA_TE 0 �4/4 F.K. 10t$W7 L ADD SILL HT.VS.DP TABLE DESIGN PRESSURES,NO REINFORCEMENT �` ' <OR10P �� Dels. . NnatANOEnussNEEr WOTECHNOOGVDRIVE NOKOMIS,FL$1275 ;S,S/ONAI,\•: Pr Deft R.*., PST ALUM.SLIDING GLASS DOOR,NON-IMPACT II,, C." 6128116 N NO CHANCE THIS SHEET P.O.BOX 1520 °""'""* avow b-. Deft 12006.405^Dia, NOKOMIE FL 34274 1/i61,Betterr 16 757 N A.LYNN MILLER P. E. CH/02/06F.K. Daroaro4 J.J D6 5002600 NTS 1 CODE PANEL TYPES CODE PANEL TYPES CONFIGURATION NOTES: FIXED L H 1 WIDTHNEL TYPES 1/8".IMUM DAYUGHT OPENING O THE ADJACENT 48'NOMINAL R.H. ri Q LOCKSTILEE A INTERLOCK R LOCKSTILE INTERLOCK — 2.MAX.DLO HEIGHT=91 3/4' R.H. R.H. FIXED STANDARD B INTERLOCK INTERLOCK S LOCKSTILE 11:1ASTRAGAL 3.DOOR NTTHEREOF OF(LIMIITED TO EIGHT PANINCLUDE BY-PASS, ELS— ET AND ANY I COM AND SEVEN — TRACK FRAMES)FRAMES OVER 3-TRACKS ARE MADE UP OF C INTERLOCKRASTRAGALET ASTRAGAL _� Q FIXED LOCKSTILEANDTHE ie OFOVED THIS NOA FRAME COMPONENTS SHOWN ON SHEETS 11 El---1—EL LL�� _ EXAMPLE MAXIMUM CONFIGURATIONS: D LOCKSTILE —1-1 C INTERLOCK REVERSE I LOCKSTILE A.EIGHT PANELS ON FOUR TRACKS(CENTER MEET) R.H. u ASTRAGAL 1 B.FIVE PANELS ON FIVE TRACKS(BY-PASS) FIXED —J FIXED TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL L.H. R.H. nr- DOOR PANELS MAY BE USED FOR SCREENS. E INTERLOCK INTERLOCK V FIXED LOCKSTILE LOCKSTILE L H L.H. DOUBLE STANDARD F INTERLOCK L.H.INTERLOCK W INTERLOCK D=EL ASTRAGAL G ILOCKSTLE DOUBLE FIXED DOUBLE E INTERLOCK Y LOCKSTILE INTERLOCK H INTERLOCK — _ L.H. INTERLOCK Z LOCKSTILE LOCKSTLE riocucrRevlu at Y.Swith the MAY Wile Cede 10 DOUBLE DOUBLE DOUBLE FIXED impie�YisPale={`b INTERLOCK INTERLOCK YR INTERLOCK i LOCKSTILE J LOCKSTILE 1 ASTRAGAL GR INTERLOCK OUBLE ] C LOCKSTILE bMe K L.H. INTERLOCKIII LOCKSTILE LR REVERSE ASTRAGAL J J , C INTERLOCK L L.H. INTERLOCK L1=CEr STANDARD AGAL WDARD DOUBLE R ASTTRRAAGAL INTERLOCK M LOCKSTLE 71 C INTERLOCK DOUBLE D S INTERLOCK ] C INTERLOCK 0 0„,L,1j, N STANDARD L.H. ASTRAGAL INTERLOCK SD INTERLOCK 'D C DOUBLE INTERLOCK ���\ZONY LYNN'/•..4�i No.58705 R.H. FIXED = : P INTERLOCK ] LOCKSTILE �* 6.s ,Rabb: c..a... ---13'• S Ai � �S,:'amu: F.K. 10+22607 I. NO CHANGE MS MEET PANEL •TYPES -OT'•..•F nerd•): '0/13,11 M vWN ,. c NOS SHEETANGE MN �� . ALUM.SLIDING GLASS DOOR,NON-IMPACT 276 me �,.,-,Sp-. �C`' \ LK 62W15 N NO CIONSE MIS MEET P.O.BOX ISM tar.e.t tar ..+.w wK (WNW ort craws/or, I NOItOMIS.FL 91274 1. U,Better A.Mifit1LL$Ld.E. F.K. 090lW/ 11 060BOB S002600 NTS 3 • 18 757 N P.E./I 5570$ r1 44118'MAX DAYLIGHT OPENING FOR 48'NOMINAL,ALL CONFIGURATIONS _ . HI 76314' // I // M80' / / ! / / DAYLIGHTG MAX. HT o- a i . 1 48'NOM.MAX PANEL WIDTH I -•1 48'NOM.MAX.PANEL WIDTH I —1 pXXp pXXXO or OXXXp NOTES: 1.SEE SHEET 3 FOR PANEL TYPES. ,, 2.DLO WIDTH=NOMINAL WIDTH-3 718' i 3.DLO HEIGHT=DOOR HEIGHT-4114' DLO // I // // Hr. // // I // // DLO WIDTH -.. PRODuCf REV'S= at camplOse oft M Plaids Maks Cale - Ampere,No 1C-O Lo5./6 48'NOM.MAX.PANEL WIDTH I I 48'NOM.MAX.PANEL WIDTH I •-I �` OXO OXXO or XXXX ■ 5 T '- - T - ---- -. -- C.) 91 314' 98' // a // // // // // // DAYLIGHT HT.MAX. I OPENING 1 96' I 96. 39' MAX. MAX. TYP. HT. HT 011111,,,k,,,,L I — ' 1 .. — ``ON0(LYNN N,,,,iii 48'NOM.MAX.PANEL WIDTH I -I 4W NOM.MAX.PANEL WIDTH I .'I ...••%,‘CENSF'••,.v� Xp or pX OX or XO pXXXO or OXXXp No.58706 v '. 5 W' Awl*, hr AwiY� A"'— TE ��� P T EXAMPLE ELEVATIONS "�" •'•.FLORIOP.•'`G�; ,k 101WOT L NO CHANGE THIS SHEET wma TECHNOLOGY DRIVE ;F, JJ. MANN M NO CHANGE MS SHEET NGROYIB.1'L 31176 , S� tj • ,e,,,,kc Air Aw.�c ALUM.SLIDING GLASS DOOR,NON-IMPACT ',,,5(1 NA1_ LM. 626H5 N 762 pp0N{6 SHEET P.0.NQr f5 rr�rt a,. Are 0.601.. ALYNN�IIL .PF. Ore* arc bc�oe. A te.FL�4 �`i�'Ater s pp NTS 4 • 18 757 N P.E�aeras FIC 09108/04 J.J. 04NOTM ® r-I r1 ® ire Jr-—I r-1 r____i 1-7-77 (ID ® (5 - TRACK HEAD & SILL SHO a (5 - TRACK HEAD & SILL SHO a ® f�I ® eft (�I t t ,-1----7----_—,„--------1-----4,,, I' I I - 1 - --� —,— EXAMPLE MULTI—PART EXTERIOR FRAME EXAMPLE MULTI—PART INTERIOR FRAME . . . 0 rm.11 �I IT �1I i ,lir girl ir--T rt 0 ,; ., • 0 A 111 ! I l� �7J _] EXT. INT. EXT. WT. EXT. INT. 941/4' ` MOM OM complying w IA W FIaW MAX. DLO Aon Csd. I1-0ha,•/O HEIGHT ALL Wr++so DNe C I'2 I IS ALL CONFIG. solfitaiim(t.-�- CONFIG. NOTE:ITEM 74, INTERIOR SILL IS NOT APPROVED IOR 0 WATER 0 EXTERIOR WHERE WHERE IS _i_ REQUIRED. r f_10. ' LI Li 4iti , 1 1 rli ISI : .._. g 1 T. i_ 1 • 8 21/2' •thfe • i 41 • M , NOTE: aC GENSF..'•4)P., MAX.DP W/1 3/4' . Q*:' v‘ ' SILL=+35.3PSF VERTICAL SECT. 0 VERTICAL SECT.® VERTICAL SECT. ; i*• ...* = No.58705 STANDARD SILL EXTENDED SILL INTERIOR SILL _ 0�/07Wed IF OAK t?JO CHANGE DOS P Ti TICAL SECTIONS =1L-115n s ATC ?�; or 101 nw.eis l 1070 TE HNOLF OYDRIVE -„,<,......,:!.0..?!.:.-,.c,, J.J. 1013'11 U NOCNU4GETHIS SILEET NOAQm5.FL34275 .- + < ,,.,...n R...� — ALUM.SLIDING GLASS DOOR,NON-IMPACT .9,.676N-AS- -. LX 5'115 N NOGWIOE' &cm P.0.BQ 1529 w.e d+/r A/VNN►WIPtZ�.E F.K. 06W8/04 ..t.4 ra..a 4 r a 04/0205„M I NOKOM{!FL 3.274VwViablyBear 60122500 1/2 5 + 16 757 N P E.I55705 SECT.A-A SECT.D-D - _. SECT.E-E _,_��� _- 4 INTERIOR piQj. ml —. 1= ) (ALL SECTIONS) • _ - • - �i— - =_�,:�_ / - 7 EXTERIOR SECT.B•B SECT.C C SINGLE/SINGLE INTERLOCK EXAMPLE W/ NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES) 0 0 OR X [1---1- 5E' ,...]:, X ooRo _.„.[ J. oR XW;11.1111111 X OR 0 a I���-��� X rwococr O REVISED J A+Yq Code IR**S**Shrift.M. SECT. A-A A.7yl..erN.rr-ol./0 '�" Di MOVABLE INTERLOCK ® ORO SECT. C-C m �iiM ! 8 AT P-HOOK SECT. B-B LOCKSTILE AT ASTRAGAL �a.i ` .:.1111, `� MOVABLE SINGLE/SINGLE INTERLOCK 0 AND a 0 OR C )( OR O 0 OR 0 O OO OO I �.�, n_.=-1 AIR SPACER, TYP.ALL SECTIONS USED ONLY WITH "s _= m X FIXED PANEL, • \``.e...v tvi LYNN y���',,,/: SECT. D-D , $.. ocENSF •.,Fq , FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. E-E *�` Na.587os "•* LOCKSTILE AT JAMB --- --04'( ----* 'c = w..0A- tuft y ..aw. ,0' STA E O '.4o: Road* 1�W?N07 NO CHANGE THtS SHEET fo7o7Ec11NotooYoxlve HORIZONTAL SECTIONS, TABLE 1- DPS ; acs,'..Fcomon..••G�'•, J.JI 1GH3111 M NO CHANGE THIS SHEET NONCQMIQa71PT6 P T 0. ', ' ... and Ir 6.c ,., �— ALUM.SLIDING GLASS DOOR,NON-IMPACT '';S�ON.A'1L11��`� I-At 628/16 N NO CN�Nf7E 7108.471eg7 P.O.BOX 1671 ..wr.. .aye r.s nr.r. �,• A LYNN DILL P.E. +�+A �+ a° 7LOKa•r6 a DLD. V4lbd Bata S002700 1/2 6 + 16 757 N P.EJI6/7o5 F.K. 0•Wm J.J. Ot02tl6 - SECT.A-A SECT.H-H -- - SECT.E-E �_ ' • INTERIOR �% - WIMMIL - roil= g � =nM (ALL SECTIONS) '•AF=1- — — �g,imig, — EXTERIOR SECT.F-F J SECT.G-G SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES) 0 L_,--, 0 0 OR • 0 O OR 0 X biTt'm, rm.i..DJIM Mr X -__.:_-. \ \\"rnil :IF--Tit7 • OR X ■ �• X OR 0I\II X SECT. A-A ".is-0� .40 MOVABLE INTERLOCK OR Q SECT. G-G �+"jO"` AT P-HOOK SECT. F-F LOCKSTILE AT ASTRAGAL MOVABLE SINGLE/SINGLE INTERLOCK 0 AND e 0 OR C X OR 0 0 OR 0 O O / �_ 0 6'I:2" 0 0 IEj: ■ • AIR SPACER,.6o _ TYP.ALL SECTIONS USED ONLY WITH N. _ ,m, X FIXED PANEL. 4 EIT ■�/. 2o LYNN 1h ,.` pNi•......•Miz, �,� �S�.•'vCENSE: :F'P is SECT. H-H ; FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. E-E I`•` No 58705 LOCKSTILE AT JAMB :b!:a.S*q ` AK ,o2ww*awl INE Mc ` NO c+wroEnasa r HORIZONTAL SECTIONS, TABLE 2 DPS ',7.p••.P. .0R!?.P:••, = Root*. w sm ` NO CHANGE 1070Maca' `r�axi,6 T '� '/, SION-AL E-" ,,,,,,f R RNEPSG_ ALUM.SLIDING GLASS DOOR,NON-IMPACT ''i s I i i L.14.6, M..- 6.281/6 N pig) ?Kw odLMB BEEr P.O.egx/629 MaaMea SC/74� moi B"°" rrnr r+* n.. o•r+ A.L1,1MILLER.PE. F.K. oau6,a rI.J. 01/02,06 l =moo 1/2 7 0 16 757 � P.E 1 SECT.JJ SECT.E-E SECT.A-A \\/ I _ ..... � INTERIOR _ / ;- 1 in.;= ALL SECTIONS - �� — ` gC / °%:EC= 4\ _moi, I EXTERIOR SECT.I-I SECT.G-G J SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES) m 1 L- ® O ® O 0OR0 X \i X \ID it-,a' X OR 0 \ mg eamptfly oaths Midi �� X SECT. A—A A ,rin. � ,,,w11600 0111. / MOVABLE INTERLOCK 00R0 0 SECT. G—G SECT. I—I •.r•+mDa* AT P—HOOK LOCKSTILE AT ASTRAGAL -1"'- -1.- ÷11'-i:" ."1:-- MOVABLE SINGLE/DOUBLE INTERLOCK /0AND O i0 0R O 0 XOR 0 O OR 0 0 0 0 Z rOl 'i \ 0 USED ONLY WITH FIXED PANEL, • '..4.1.7_1 � \ ``\‘‘ O0t LYNN,Hk"'i, OR 33 << 1 ® O Q��.• ��cEHse •.Fp SECT. J—J SECT. E—E = '�' l No.58705 FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK LOCKSTILE AT JAMB -v G�, 1 —'i re_ FIC 1029/07 L H°CHANGE TMS WES HORIZONTAL SECTIONS, TABLE 3-DPS -*. FCOR1OP•'....is` nJJ. 1&Sr0I ter.. 1070TECHNocoovoarvE •,,SSS ����• a.r. 1013111 M NoCHANGE msSHEET NpCOM18 P T � OhIAL \ �* ok �� ALUM.SLIDING GLASS DOOR,NON-IMPACT UK N ms 8H 0111•11.t w« • auoriAe 1:1.1• Epis E'E'f PO .34 Visibly Beni. e.rr.e .r. .,.e orae• Il NOKYN/i NM V41 8GG23Go 1/2 8 •• 16 757 IN A LYNN 05 P.E. F.K. 09108A)41J Ol9LV• _ (1)FIXED PANEL CLIP(TOP)INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD (2)FIXED PANEL BRACKETS INSTALLED '\ 711,1 r ON EACH FIXED PANEL TO ATTACH FIXED �� PANEL TO FRAME JAMB INSTALL W/#10x1'SMS(4) ' ill / RE INSTALL#10x 3/4' i V:1 Il; PANEL SCREWS(2) 0 83114' i\ \- l WI INSTALL W/#10x1 SMS(4) INSTAL . , T #10x1 0. RE-INSTALL 11420 t SMS(2) ...„ PANEL SCREW(1) "X' \ (1)FOXED PANEL CLIP(BOTTOM)INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION r\ TO ATTACH FIXED PANEL TO FRAME SILL P wYYa�MOUCIREY�D ' es moAOlrMlr �� 0� .,X,� I I MaNralM FIXED PANELS I; siZ„'� (1)TRACK CUP ASSEMBLY INSTALLED N ON EACH ACTIVE PANEL AT THE INTERKOCK \\ , POSITION TO SECURE THE ACTIVE PANEL TO ITS RESPECTIVE SILL TRACK " \`-h � I // \\�-V II. m 0%10 , p . �r . 0 `�� oNy••LYNN Mqe.,,,%' .• ocENSC cp k•' No•50705 x OPERABLE PANELS _ • Masi* F.K +cnao7 NO CNANfiE7NwSHEET TRACK CLIP&FIXED CLIPS INSTALLATION �-A�'l,' F T ' �.w; MrI�K f �wYs 1WG7EC+INOLOOYORlVE --,v6;..•.:-.9,0,...•• \�, L. 10,1./+1 Y NO CHANCE THIS SHEET n P T "` _ �',;5/ONAI. C ,,,,,,.,� a,., -Prelim �— ALUM.SLIDING GLASS DOOR,NON-IMPACT -One*o a HOClNNOE77638NEET vaecvr_at9 . 16 �� 757 N A.1. 1,W�R'I'.E. �Mb! Na. FL 34274 Visibly Better 5002600 1!2 9 F.K_0&06/00 J.J. 0407170 DEM PART#DESCRIPTION PGT# ITEM PART#DESCRIPTION PGIYI 1 708 LOC.'KSTUE,MONOLITHIC 69362 62 522 COLONIAL INTERSECTION 41630 2 LATCH ASSEMBLY(LOCK) 7LOCK 63 124 APPLIED COLONIAL MUNTIN 66631 3 LATCH ASSEMBLY(DUMMY) 7DUMY 64 1240 1/16 X I FIATBAR 68926T52 4 #10-32 X 1.25 PH.FL.MS(LATCH) 71114K 66 754 TRACK CLIP GUIDE 4175413/W 6 705 INTERLOCK(STD.),MONOLITHIC 69409 67 756 TRACK CLIP COVER 6756B/W 7 1119 #10 X.750 PH.PN.SMS-S.S. 7S 134X 68 #6 X 3/8 PP SMS(18-8 SS) 76X38PPAX 8 1/4-20 X 1.125 PI-I.PN.MS 71420X118PPMSX 69 740 HOOKSTRIP(P-HOOK) 63713 9 1209 W STP,.187 X 320-PILE 6FELTK 70 722A HIGH-RISE TRACK ADAPTER 69371 11 706 TOP RAIL,MONOLITHIC 68172 71 702 2-TRACK HEAD 68179 12 1281 W STP,.187 X.290 FIN SEAL 61281W 72 703B 2-TRACK EXTERIOR SILL 6703B 13 725B TOP PANEL GUIDE 41801 73 704 2-TRACK JAMB 68180 15 707C BOTTOM RAIL,MONOLITHIC 68173 74 637 2-TRACK INTERIOR SILL 68275 17 726 BOTTOM PANEL GUIDE 41802 76 717 FIXED PANEL,CLIP,TOP 7LA 13A 18 661 SINGLE ROLLER ASSY. 7SRAZ 77 717B FIXED PANEL CLIP,BOTTOM 7717FPCA 19 661 SINGLE ROLLER ASSY.-S.S. 7SRA X 78 646 FIXED PANEL BRACKET 41814 20 683 TANDEM ROLLER ASSY. 7683Z 90 1136 #6 X 1/2 PP SMS 76X124 21 683 TANDEM ROI 1 PR ASSY.-S.S. 7683SS 101 736 LOCKSTILF,I.G.GLASS 60392 23 609 ASTRAGAL,MONOLITHIC 68315 106 735 INTERLOCK(STD.)I.G.CRASS 60393 24 720 ASTRAGAL(H.D),MONOLITHIC 69492 111 618 TOP RAIL,I.G.GLASS 69088 26 653 LATCH KEEPER 7SDKEEP 115 619 BOTTOM RAIL,I.G.(LASS 69089 27 653 LATCHKEEPER-S.S. 7SDKEEPX 121 737 ASTRAGAL,I.G.CLASS 60394 28 #8 X.312 PH.TR.SMS 78X56A 130 5/8"I.G.GLA SS;3/16"TEMPERED 29 729 JAMB BUMPER 72087K 1/4"SPACE,3/16"TEMPERED rODUCcompl/iLoUlKrgmitttanFla k 30 #6X.375 PH.EN. SMS 76X38PPA 131 1006 (3I AZING VINYL-INSULATED GLA SS 658(L IC N,/ 31 663/664 BUMPER SHIM(.030 OR.060) 41831 134 745 DOUBLE INTERLOCK(STD.),1.G GLASS 60551 e.marrao•rM++,°"` 48 If 33 •734 DOUBLE INTERLOCK(STD.),MONO. 69494 201 629 1-TRACK HEAD,POCKET DOOR 68176 ' 1.^�"'� 36 1007 GLA ZING VINYL-3/16 6T304 202 628 1-TRACK JA MB,POCKET DOOR 6628 37 GLA ZING VINYL -1/4 614GLK 203 666 OPT.SCREEN RAIL,POCKET DOOR 61394 39 3/16"TEMPERED GLASS 204 627 I-TRACK SILL,EXT.POCKET DOOR 68178M 40 1/4"TEMPERED GLASS 208 631 3-TRACK HEAD 68182 42 645 ADD-ON STILE(OXO ONLY) 69112 209 632 3-TRA CK JAMB 68183 45 755 1/2 X 1 5/8IZE7IQF.-ALUM 6755M 210 633 3-TRACK SILL,EXT.W/SCREEN RAIL.68184M 46 1214 1/2 X 1 1/4 RECNF.-ALUM. 61214M 211 613 ADD-ON TRACK HEAD 68187 49 749 REINFORCEMENT SPRING CUP 7BRKTM25 212 614 A UD-ON TRACK FOR FRAME HEAD 68185 51 1040 MORTICELOCK(DFADLATCH) 71040 213 617 2-TRACK FRAME JAMB,ADD-ON 68188 52 1040-2 MORTICE LOCK(DEAD L.ATC?-J)S.S. 71040X 53 CYLINDER/HOUSING ASSY.(MORTICE)70288K 214 615 3-TRACK SILL,ADD-ON 68189M 54 1016 #8 X.625 PH.FL.SMS 7858ZA 215 616 ADD-ON TRA CK W/SCREEN FOR SILL 68190M 55 657 BACKING PLATE(MORTICE) 41830N 216 634 ADD-ON HEAD 68186 ,.•\_0011.‘f'"1LYNIi i''7 217 635 ADD-ON SILL 68191M 56 1045 MORTICEHANDLESET 71045 �� 218 638 LOW-RISE 2-"CRACK SILL,E7CCERIOR 68952M �,... :ICENyF•.... .: 57 COVER PLATE 7VC43 ; * 58 659 MORTICE LATCH KEEPER 7SDSP5X1 220 636 1-TRACK SILL,INTERIOR 68274M ND.s97os 60 1239 3/16"APPLIEDMUNTIN 68421 222 671 LOW-RISE 1-TRACK SILL,EXTERIOR 60803M 0 (,.,0ti 61 665 COLONIALENDPIBCE 41628 I 225 732 HIGH-RISE TRACK ADAPTER 68313M 700••. 5' 1 15:i�' -- O.r r o..w. ", ,n•. E U F.K. 1(1.&107 L ,No GRANGE THIS SHEET 1010 TECHNOLOGY DRIVE PARTS LISTS Vic.-•••••4;<Om0P..••G�c� .` 1.JJ. Aft r.r /ONAL�N�` J.J. 1013.11 M NO GRANGE THIS SHEET NOlCOM/S.FL 91176 '� /77 ,,,,4,, Wm p„�„� .... ALUM.SLIDING GLASS DOOR,NON—IMPACT Tfll, ,I�,,,,� L.M. 62416 N NO GRANGE THIS SHEET P.O.BOX 1676 ��� dy. �,,,, aw„ ■,. 3w..M Mamas NOKONIS•FL 91274 Visibly Better A.LYNN LLLER P.E. F.K. 09/08104 J.J. 01.07816 S002500 NTS 10 - 16 757 N P.E.w 58705 — h-- 2.437 -..-1 I I- I- ---1- 2.310 - � t►- 2.310 F*-- 2.310 1.032 1.45• 082 -+-- 03 7 -.-I .890 {-•- -.-I .890 i-- 71 . "- T .093 .093 062 S 1.816 1.816 I.G. LOCKSTILE 1.376 1.375 .062 ® MATT:#7366063-T6 I.G. INTERLOCK 1 I I L LMAT 3563-T6 J- 10 7 -•{ 1.036 -•-i6001-.- j-►-- 2.437 -►1I I.G. DOUBLE INTERLOCK STD. DOUBLE INTERLOCK I.G. TOP RAIL TOP RAIL MATL:6063-T6 MAT'L: 6063-16 MAT'L: 68063-T5 MAT#706063-T5 C #745 33 #734 062 1.032 f--- 2.310 -i ® " 1.4 STD. LOCKING STILE O MAT'L: 6063-16 .093 F-- ----7- � #708 STD. INTERLOCK MAT'L: 6063-T6 -+1 1.036 I- --.44991-*-- 2.562 -.-1 r-- 2.562 �� O #705 f .062 O 082no. 1- p.,96 1.096 t575111 1' 1.575 2.438 2.438/IJ O 1i1 L 2.845 2.845 PRODUC f REVV$5F -+1 .890 F - _ .890 I- 1 .125 l .125 �rtadr�R+Ni11i I.G. BOTTOM RAIL BOTTOM RAIL I 1 Ampule, •-(_ :/.. 2 ./p MAT'L: 6063-16 MAT'L: 6063-T5 aphides Drs fr O 619 0 #707 I.G. ASTRAGAL H.D. ASTRAGAL .w 11 MAT'L: 6063-16 MAT'L: 6063-T6 0 #737 23 #720 -. I-- .500 --Iso°-- 0 0 I 0 0 I i T O OI O OI 1.611 1.250 I-- 1.750 -•-I__�1.000 I-- 1.750 L- - f - { 1.000 h+- 45 REINFORCEMENT 46 REINFORCEMENT + MAT' 75563-T6 MAT'L:12063-T6 I14 2.000 O 1.750 ' ' t`ti�a uirr,, 125 .125 `. .\SONY LYNN 4,,<(tiii COTE: ITEMS 45 AND 46 LENGTH = PANEL HT. - 4 1/4" L_ ,.�_L�� L.-� ` W.'•• `�CENSF'•.•� 77 FIXED PANEL CUP, BOTTOM ` •'': FIXED PANEL CUP, TOP No.58705 MAT'!,; 6063-T6 76 MAT'L: 6063-T6 _ ' #717B #717 --0•: Awed Era D. �..� ;gip•.'.. SA • 0� F.K 1O21W7 L NO CHANGE 7WS SHEET F �.•1* OW fOnTECHNaLoo,,otrVE EXTRUSIONS,PANELS - %��''••..co'noP.••'•>�'�` Jd Nana M 140 CHANGE TMS SHIFT Np(IDAtlRil61t76 �' 1' ,S/ NAL J L a.. 'R,U �'�- ALUM.SLIDING GLASS DOOR,NON-IMPACT Sr,i� ,0` La 62!/16 N NO CHANGE flIS SHEET P.0.60K 1529 eiYiMiK r r.e d.tir r 11 6LJ. a.. ***Ad IA.Caw I - NOKO IS fi 64774 Vtr7b(y Bettor A.LYNN 6$0 6 PE. F.K OAA)&04 J.J. 010206 SODI600 NTS 11 4 16 757 N Pt/64706 .660 ---j h--- 1_1-*--;-- 3.624 �{ "11 1.000 '-�I 1I � 2.600 1.687 REF. T ANCHOR l HOLES j .062 -w•11-••- 71 2 - TRACK HEAD 0 HI-RISE TRACK ADAPTER MAT'L: 6063-16 MAT'L: 6063-15 #702 #722A I~— 3.500 �{ .687 ' 1— . F0=Hii.370 1_1.594 REF. ANCHOR HOLES 10 73 2 - TRACK JAMB HOOKSTRIP MAT'L: 6063-T6 69 MAT'L: 6063-T5 #704 #740 1.687 REF. ANCHORF062 NB y„p�llrMa HOLES �� aWigs Gods . p 1.760 500 ■Nr� B A -P.750 E- • - ' .062OPTIONAL SCREEN I--- 4.676 RAIL, POCKET MAT'L: 6063-T5 #666 0 2 - TRACK EXTERIOR SILL MAT'L: 6063-T6 #703B .550 -+1 k- 1.687 REF. ANCHOR HOLES H1.750 1 i 062 I 682 .050 ototiiuirrf, 1 I,ir' O cit) HI-RISE TRACK ADAPTER �\Ns CAI LYNN i,�, F� 3.798 I MAT'L: 6063-15 Vt./. 10ENS6 lcF '• #732 Yt: 9 ' 74 2 - TRACK INTERIOR SILL _ No.58705 .• MAT'L: 6063-T6 = - Ik.ew� Ow - #637 t.-ear 0 •• 8 A't o, c14/ FX. 10/X/07 L FEMMEHHELM201,202a2a.1-7RACKFRAME EXTRUSIONS,FRAME - l` •••:`<onioa•.•• ,,c Wades A* aw11.a 1070 TECHNOLOGY DRIVE ;%-..,,y, ..... J.J. 10713n1 M NOCANGETNS MEET NOI<OMIS FL WAS FIG-I- "` t� nNAL au-• Ravi* MN wakeir �— ALUM.SLIDING GLASS DOOR,NON-IMPACT ',.11111110.%, L.M 6/2'15 N NO MANGE INS SHEET P.0.aOX IMP i�„� yr a* nrvAI. re fl NOKOMIS.FL 34274 V416f7 Better A.LYNN MILLER P.E. A. Oaro6rot ° idw 5002500 NTS 12 + 16 757 N PFJ 68705 ADDED FRAME COMPONENTS I L 4.016 --v.-1_1 1 Imo- 3.002 1.800 -•-I i Lr5.218 11 A r i r1 n rp n _ .750 .950 I [ 1. '750 1.000T.- 1.000 1.00°I 0 0 0 l T .062 �}-� 1- T- ---IFF- .082ADD-ON .062 -6-� { .062 �� ®ADD-ON TRACK HEAD ® FOR FRAMEHEADADD-ON HEAD ® 3 - TRACK HEAD MAT L: 6063-T6 MAT'L: 6063-T6 MAT'L: 6063-T6 MAT'L: 6063-16 #613 #614 #634 #631 062 I I. .062 .440 -..-1 687 .062 la -�C1�7 4+ 3.187 -.AT .825 k 5.094 a a 2.394 --.-I2 - TRACK FRAME,21 JAMB ADD-ON ® 1 -TRACK SILL, LOW -RISE C3 - TRACK JAMB MAT'L: 6063-T6 EXTERIOR W/ ADD-ON MAT'L: 6063-T6 #617 MAT'L: 6063-16 #632 #671 PRIMO'RtVLOW _ r f;t�lit Rift WY*Cade 1 .062 �l ^ .062 i� L i .440 -�°I 9�1 t 7011`, pL62./e .58121/ II I V V . II 1 T �U U U 1 .562 U 30 .8127 W ` Kre�CdS�� Th 6.184 1 I 5.582 1 T� 988 ---•-I-T 3 -TRACK SILL, EXTERIOR 3 MTRACK AT'L 063 ADD-ON SILL 2 EXTERIOR W/ ALDD-ONISE ®i W/ SCREEN RAIL ® #615 MAT'L: 6063-16 MAT'L:#6333-T6 082 082 062 + 082 1 .562 I 1rt562 562 ``t,Uii1tr,,,r II .562 T I~ 2.446 T-F. 1.844 �-- 3.788 T 2.204 lis„,..., LYNN 4H��� ADD-ON TRACK W/ 2 -TRACK SILL, 1 -TRACK SILL, Q��; 0\CENSE•../.$ ® SCREEN FOR FRAME SILL ® 1 -TRACK'L: ADD3ADD-ON SILL INTERIOR 6 AD-DD-ON INTERIOR W/ ADD-ON .*: *' MAT'L: 6063-16 MAT L:#6363-T6 = No.58705.11 = #635 #637 -- -0 . CU.:- RIC 18207 L NO CHANGE THS8SHEET :�'n ••� � MadEF f311 Al"Mire NOCrwNOETH1�1 r ID a EXTRUSIONS, (CONTINUED) ''.S;g/ANAL E�G\?` limn" Mk iMtl s pQ /� - ALUM.SLIDING GLASS DOOR,NON-IMPACT ,,,, L.M. 52'N15 N NO CMNOEC488EET �r.Yr wr u..e °ww. am A.LYMIL�I 'P.E. °"`'1'°"r Arte' Off'FL 34274 Visibly Better 8001550 NTS 13 + 16 767 N P.E./58706 FA 09106 N HEAD&SLL ANCHOR CLUSTERS-JAMB&P-HOOK ANCHOR QUANTITIES TABLE 4. NOTES: Al OP TABLE REF.> SHEET 2,TABLE 1. SHEET 2,TABLE 2. SHEET 3,TABLE 3. 1•ANCHOR TYPES: GLASS TYPE> B,C ORD B,C ORD CORD 1)1/4'ELCO ULTRACON 2)1/4'ELCO SS4 CRETE-FLEX 3)#12 STEEL SCREW(G5) INTERLOCK 3> UN SSR SDR 2.GLASS TYPES: B-3/18"TEMPERED C-1/4'TEMPERED D-5/8'TEMPERED LG. REINFORCEMENT'HEAD& HEAD& HEAD& ANCHOR TYPE SLL JAMB P-HOOK SILL JAMB P-HOOK SILL JAMB P-HOOK 3.INTERLOCK AND REINFORCEMENT KEY: &SUBSTRATE CLUSTER CLUSTER CLUSTER SSN-SINGLE/SINGLE WITH NO REINFORCEMENT. a o 1 a i a 0 C O j o I 0 SSR-SINGLE/SINGLE WITH FULL REINFORCEMENT. o U �,; ,;� ,;1 I ,� SDR-SNJGLE/DOUBLE WITH FULL REINFORCEMENT. WIDTH x HT. ivv ki 6, ''! a '= U 1 a '`,. . c' 0 . cf 1 c6 . . iy _i. ry` . 4.ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING: 24.000 x 80.000 C8 08 68 8 8 8 5 6 4 661E8 8 75-7 4 6 4 CB C8 C8 8 -817 5 5 5 JAMBS AND P-HOOKS SPACING-e'MAX.FROM CORNERS AND 28"MAX.O.C. 84.000 C6 C6 C4 8 18 8 4 4 4 C8;C6 C6 8 8 8 4 5 4 C81913 C6 8 8(10 5 5 6 90.000 CB-6-0-61 8 8 8- 4 4 4 C8;C6 CB 8 8 8 4 5 4 C816.8 C6.8 8 10 5 5 5 _.... _. . __. .__. __.._._�... __...I__ ..__� ..........____..__.._�....._.._._._._.. HEAD AND SILL SPACING-8'MAX.FROM CORNERS AND 22 5716"MAX.O.C. 96.000 C6 C6 CI 8 8 8 4 4 4 C6106 C6 8 8 8 4 5 1 4 C8 C8 C6 8 8 10 5 5 5 30.000 x 80.000 C6 C6 C8 8�8 8 5' 5 4 C6 48_C6 8 B 8-.5 5 1 4 C8 C8 C6 8 10'10 6 8 5 5. INSTALL PER ANCHOR QUANTITIES OF TABLE 4,USING THE DIMENSIONAL 84.000 Z`6 C8 61-8 9-8 4 4 4 C8C6 C6 8 8 8 51 51 4 C8 C8 C6�8 10 10'_6.-6-9- i 8 5CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT 90.000 CB CB C4 8 8 -11-4--4--4-CBC6 C6 8 8-8 6 5 4 C8 C8 CB 8 16 10 6 ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK 96.000 'C8'SBF' 8-"IIS' Wit#Z6_,...6C-6-. �8 8 -5--5-11-4-da I CO-dig-11 �-5 SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD, 36.000 x 80.000 C6 C6 C6 8 8 8 5 6 5 C6 C8 C8 8 8 85 5! 5 C8]Q8 C6 10101a��10 6 6 5 SILL AND JAMB TRACK SECTIONS. . . 84.00066-N"-6-6--r-4-0-4-4-65 C9 C6 A-8 -$y5•' 4__8-66 ice L6 16_10:'111'_8.--b-"-,$_ 90.000 C8Z0�1 11-8 -8y 4.. 4 C61G`(C6�'$8_5 TIT 8 C8T 6 CB-1b-1.011 .-4-- 5- 16"MAX. 96.000 CG-`8C6 B "8 "$'T-- 11-4 LrB(? Z8 -11-11-T-3.1-4- B 5 'air CB 14-161175-if-1i--5 ANCHOR �{ 8' 42.000 x 80.000 06 06 C4 8 8 8 5 5 5 C6106 C4 8 8 A 8 5 5j 4 C6 C6 C6 10_10)10 6 8 5 LOCATION, I MAX. 84.000 1W?re.4-4- §-`T 4-' 4-45 Z6CT T-T' 6�8 q C6CB I6 /6T10...8-6• �0 ��� 90.000 5 Ci c4`�•1 8 -�4__;-_4- a'C-;8-a-11-" 6 -5"T.6:arca_15'_10I 16`x""6. o. -- 98.000 C4 C4 51-11-1-9- 8 4 -4---4. CB 69-64 8-8 8 5 5 6 C8 C6 C6 10 10[10 8Ti 6 48.000 x 80.000 C6 CO 04 8 8 8 5 5 5 04 04 C4 8 8 8 4 4 4 CO CS C4 8{8 8 5 5 5 ASTRAGAL OR PaODUctREvein a4000 C4 C4 C4 8 8....8 4. 4 4 64.64 C4.._8. 8-8 .�w 5 4 C6IC6 C4 8 16 10 5 5 i 6 INTERLOCK,TYP. a ' Ni°B Milk -._._4...C _....�___.__.._...__._ -.-- - l4)ANCHOR CLUSTER-C4 _ o •lD 90.000 C4 C4 C4 $ 8 .8-4 4 4 C8jC6 G B 8 8 5 5 5 C81 C8 C4 101:10110'8�8 5 Aa+NY1t No 96.000 44 GI 44-4- .g_-8 -4-,-4 1 4 6616-6"d4 8-11-1-1- $-T5 C8(C8 CB 10 10110--6--4-19- 18,MAX w �+n Osk It ANCHOR LOCATIONS, 8' 4,,,, ANCHOR TYP..(2)PER HEAD&SILL MAX. i 1 0 1) 1 01 I) I 01 1) 1 1 1 11/16'MIN.O.C.TYP. =�_ -.-48`NOM. 48'NOM.-�-�-48"NOM.- 48'NOM. =,./,. - Y Y Y _1 ANCHOR U LOCATION, O EXAMPLE SOLUTION /T- MIN.(2) ANCHOR 28"MAX. HEAD&SILL=8'MAX.FROM (6)ANCHOR CLUSTER-08 I-- PER AT _ _ _ LOCATION, O.C. CORNERS,22 5/18'MAX.O.C.AND 08 96' 28"MAX. 2-TRACK K g TYP.,(1)-_ AT EACH ASTRAGAL OR INTERLOCK. 16"MAX. MAX. O.C. JAMBS.SEE O PER AT JAMBS&P-HOOKS=8"MAX.FROM g- - SHT.16 FOR g < 0 P-HOOK Y CORNERS AND 28"MAX.O.C. -.1 MAX. m MULTI- O- TRACKS A TOTAL AT HEAD=30 ANCHORS . �=- APPLICATION< TOTAL AT SILL=30 ANCHORS �.�•��_=� \"���j11111f11�,�A TOTAL AT JAMB= 8 ANCHORS \,. ��4�TN^1�,, ' TOTAL AT P-HOOK= 5 ANCHORS 3"MIN. . ,'t'U•''�GENS .F ' 8"MAX. I1 I (I 1) 1 (1 1] 1 (1 1) 1 1 �: I Tom- 8'MAX. 222 5/18'MAX O.C. 1 HEAD/SILL CLUSTER LOCATION TYP. an ANCHOR CLUSTER-C8 - .ir )c: No.50705 48'NOM MAX. -SEE 04,C8 OR C8 CLUSTER DETAILS it FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE CLUSTER DETAILS -0 at*'----cc..a 'w^ '� ATE F i 7l/ 7 w. ADOPf100RMAX SPACNAT6.IAMBMBUMUTI-rnACKNO7E `"" :pA",•'•..F ? . �i* WOTECHNOLOGYORM ANCHORAGE SPACING LOR10P.N ``,1.L 3M1 M NOCFANGE7H18SHEET Narometa3Q)s T ,a, I,' fONAA-"-\.-.11- AwYrm ALUM.SLIDING GLASS DOOR,NON-IMPACT ,,1111,,.LJL itiN6 N C1NN0EAI4 H0R TYPE 1 1bULTRACON P.O.B¢X 1629aw.1k1.: Pair *WWI*ore NLYCO IL a 31274 Visibly gK� -rrwt onwr r A.LYNN MILLER P. F.K. Oa0SA74 lA 04424110 8002500 NTS 1 14 + 16 767 N P.E16679s 1 318'MIN. —�I CONCRETE ANCHOR 3.4 KSI MIN. CONC. ® 1'MIN.E.D.,TYP.(2) 1 (SEE NOTE 1) 1 3/4"MIN.E.D.(2 1/2'FOR 1.687 2x WOOD " , CRETEFLEX),TYP.(2) (EXTERIOR) O.C. (SEE NOTE 2) ALUMINUM MULL ANCHORAGE ` J 1"MIN.E.D.,® , ••.•....... APPLICABLE TO HEAD OR JAMBS WOOD ANCHOR i 1 1: i (2) t'e•. •.. '....,: .t..,.'.J, NOTE 1. 1 (►�> (SEE NOTE 1) r1/8 AL.MIN. • 1 ,l 1.594 j 1x WOOD BUCK ,� i� �� MW. 1 (EXTERIOR) 6083-75 O.C. (SEE NOTE 2) . '—'-- —_'�� I. 1, 2x WOOD (EXTERIOR) 1.687 1/4"MAX SH , 1/4"MAX SHIM #12 SMS I :I (SEE NOTE 2) DETAIL-C DETAIL-D (SEE NOTE ANCHORWOOD DETAIL-J 1/4'MAX.SHIM —..-I F-- (EXTERIOR) TYPICAL FRAME HEAD INSTALLATIONS NOTES: DETAIL-F 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4'ULTRACONS OR 1/4'SS4 SEE NOTE 1. -+{ CRETE-FLEX EMBEDDED 1 3/4"MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4"(2 1/2"FOR CRETEFLEX OR 1.5 KSI MIN. CMU CMU). FOR WOOD INSTALLATIONS USE#12 SCREWS OR ELCO 1/4'SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8"MIN. 1--- OR 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". WOOD BUCKS ls 3.4 KSI MIN. CONC. DEPICTED AS 2x ARE 1 1/2'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS . I i-r' APPROVED BY AUTHORITY HAVING JURISDICTION. :� 3.OR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8'THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B.D AND F CONCRETE III I O.C. + ® IF THESE R CRITERIA ARE,f.:74c1.594 ABOVE FOR 2x WOOD S MET THE PRESSURES UCKS. THE ANCHOR AND ANCHORAL BE A#12 GE SPACING FOR#12 SCREWSHOWN INET METAL SCREW WITH FULL MTHIS NOA MAY BE USEENT INTO THE ALUMINUM(SEE DETAIL J). ANCHOR l i i' 1 314'MIN.E.D. 4.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK, (SEE NOTE 1) I (21/2'FOR NON-METALLIC GROUT(3350 PSI MIN.),(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL .- , CRETEFLEX OR CMU) THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, lx WOOD BUCK ) •wTYP (2) 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY —� (SEE NOTES 2) (EXTERIOR) THE AUTHORITY HAVING JURISDICTION. PROW r REV ISED DETAIL-E (SE 141 "MAX e'�W1ba.wtin FL Ye 1.687 O.C. (SEE NOTE 5) aCeae TYPICAL FRAME JAMB INSTALLATIONS WOOD ANCHORapiname Ne (SEE NOTE I) 4..}i.W. i. / Z.- ` l ...e 13/rMIN. maw 1,,,%_ —1. .. 3.4 KSI MIN. CONC. 1x WOOD BUCK,(SEE NOTE 2) (EXTERIOR) �rc�—3Ij� c�� paw NOTE 1. 1'MIN.E.D., I I NOTE 1. —�I CONC.ANCHOR 1 3/8'MIN. TYP.(2)® ���111 2x WOOD t•.:,.:1:, WOOD ANCHOR s r (SEE NOTE 1) i, s,t..;'> i y„y (SEE NO 1) � DETAIL-B (SEE NOTE 2) CONC.ANCHOR •• '`•{ I�X;,:` Ili.I\ 2x WOOD (SEE NOTE 1) .X.!...,..• z; 1 1/4" ,!,,•;.-7.1'.' 1 114" 1'MIN. iv4k (SEE NOTE 2) 114'MAX. •,?� MIN s.D. MIN.E.D. E.D. '- (SEE NOTE 4) 1'111\ 1.687 O.C. (EXTERIOR) _e \•:.';) .,r•;I NOTE 1. (SILL) (SILL) (SILL) I 1 3/4'MIN.E.D.(2 1/2' CONCRETE ANCHOR FOR CRETEFLEX),TYP.(2) \```�+, i i i t,tart/ (EXTERIOR) (EXTERIOR) (EXTERIOR) (SEE NOTE 1) 3.DETAIL A4 KSI MIN. CONC. `\s•,�,�ON``c N E./zzFtpt., • DETAIL-G DETAIL-H DETAIL-I ` �.• ' TYPICAL FRAME SILL INSTALLATIONS '�; No.58705 '�T TYPICAL POCKET P—HOOK INSTALLATIONS = : _ ,.,rM tri Robber ...w �� f = PJC. IM1Y07 L NOCHANGE TF08SHEET ANCHORAGE DETAILS --n,<,.• cOROP.••'G�/, ....:- owl* tee IMAM 7070 TECHNOLOGY OHNE a �' ss IM.K or. s+.9111 ~..., eon DISTNO CHANGE THE ANCEFO CRETEFLEXACUU CHANGE MONONA a �— ALUM.SLIDING GLASS DOOR,NON-IMPACT t't`Sss,/Ofq ....N4 S. S. LAL &0W15 N TAPCON TO yLTRACpL ADO NUOD FrxiFOISTANCE P.O.69X MO """i* ems. erc orae,. r Or. oDar (e.r.tk lift , MONO"FL 81274 Visibly Better 8002500 1/4 15 + 16 757 N A.LY►INP.E.8NIL'EFVP.E. F.* 08N8,01 J.L 040208 nil JAMB INTERIOR 1.69 'MIN.0.6.1 7 6 5 4 3 2 • . ..7.. _. _. . . 1.59 ---,� —��— Ti 6 MIN. ANCHOR LOCATION,TYP. ` O.C. ;� - ' e 4 I e �� ' IH NOTES ON POTENTIAL ANCHOR LOCATIONS: e_ er 1.ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, 2 SHEET 14,APPLIES AS THE MINIMUM REQUIREMENT FOR ALL TRACK CONFIGURATIONS. ANCHORS MAY BE STAGGERED WITHIN TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL AND/OR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S)ARE IN THE CLOSED AND LOCKED POSTION. MINIMUM ON-CENTER ►RODUCIMete DIMENSIONS FOR ANCHORS ARE 1.69'AT HEAD AND SILL AND "6.010,1ft Maar'Iode 1.59'FOR JAMBS. A`ryee`yuw N./j-e40 l l0 2.EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK n i I7 jA 2 FRAMES ON SHEET I5ARE ALSO APPLICABLE TOALL MULTI- A ° • i.` • JAMB EXTERIOR ma+t TRACK SECTIONS. a4 i 1 ? ' i 113 • -./ 14 • kJ '� n g e i? 5 n R 7j6 -, -y - HEAD/SILL EXTERIOR HEAD/SILL INTERIOR ��,o �I"I",,,, T • r 7 --- ``‘� Y LTNIi• ie/// —.-1—,.r.-4— : ,.r. ,.' ,-- T.--,, . r 4'.....'QCENie• .. ' • No.58705 ' MlN.O .�. ROW 1nm►w REMOVE I-TRAcKF AME FRAME,POTENTIAL ANCHOR LOCATIONS F•••.:`?oR�o!:,•'' `,.s. owe ...Oe fo7NONOWTECHNOLOGYL34276DRIVE _ J.J.M 59 5 w NoCHANGE nusSHEET "°"0" FL pMal IT 1661.‘ /InIdlem _ ALUM.SLIDING GLASS DOOR,NON-IMPACT '/��,Si.NP1.L�G`\ LM. S2dM6 N �p CHANGE MS SHEET P.O.BOX 1628 11111 1 ir.�E.►; ai.r�ebl dr � Nwc011B,4,Fl.31274 V4/bb Berur rrrre as �r�1► �1I. A LYIN 1LlER P.E. FX oao8�o/ 22 --- sow600 1/4 16 + 16 767 N RES 611706 .,..y.,,..CV VV•UVIluau tuiuLug.t11f11ypt_app_au.aspxrp8i8II1--VGEVXQ... gg� r• 912,- }?,!�y ,t`4 ;.. t '".I "{irr} •. 4e t"j'; fr 'A 1 tj "' ?s+• -1' .�., p b4 _a 'o it E n £� ` t a "r ``° x ?� *F. � �� +�fit•r ss 86' 1:� �t , 4 ` . }�A� is trrpt ! efb Avow_ Floeda Departmentd BCIS Homo tin In UserRegistration Hot Topics I Submit Surcharge Stats&Facts I Publications I FBC Staff BCIS Site Map I Links ' Search Busines0 * ProfessibbaI • "` USER:ProductPublicUseApprovalr Regulation License effulendy.Regulatebkly. Product Approval Menq>PiOclucLorliookatka_seardl>Aaotlratton uct>Application Detail • 4 FL# r 1 !, FLZ773-R3 ��R,�)tlttior „A Application 1,pe Revision fteliktot ism,. Code Version 2010 Application Status Approved Comments Archived Product Manufacturer KD Manufacturing Address/Phone/Email • 1720 Main St NE Unit 1 _ Palm Bay,FL 32905 (321)409-2900 Aarongallagher428@yahoo.com Authorized Signature Aaron Gallagher Aarongal lagher428@yahoo.com Technical Representative PTC Product Design Group Address/Phone/Email PO Box 520775 Longwood, FL 32752 (321)690-1788 Info@ptc-corp.com Quality Assurance Representative Aaron Gallagher Address/Phone/Email 1720 Main St. NE Unit 1 Palm Bay, FL 32905 (321)409-2900 aarongaiiagher428@yahoo.com Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert J.Amoruso the Evaluation Report Florida License PE-49752 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By Rene J.Quiroga, PE F Validation Checklist-Hardcopy Received Certificate of Independence FL2773 R3 COI CofI 1316 Revl 412-0104 KDM0001.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 2 4/10/2012 12:31 PM PP- Ito II Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL2773 R3 Equiv CofE 1316 Revl 412-0104 KDM0001pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/21/2012 Date Validated 02/23/2012 Date Pending FBC Approval 02/28/2012 Date Approved 04/03/2012 Summary of Products FL# Model,Number or Name Description 2773.1 KD STORM PANEL Storm Panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL2773 R3 II KDM0001 RevB..pdf pproved for use outside HVHZ:Yes Verified By: Robert J.Amoruso, P.E. FL License No. 49752 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Please see page 6 for design pressure ratings. FL2773 R3 AE PER 1316 Rev1 412-0104 KOM0001.pdf FL2773 R3 AE QSIA1841.Ddf Created by Independent Third Party:Yes !Back] I Next' ynntart Ui::1940 North Monroe Street.Thl ahassee FL 32399 Rhone.850.487-1824 The State of Florida Is an AAJEEO employer. ooyrloht 0007- 010 ee- of F idda ::prIvacv Statement::Acces.slbtty Statement::Refund a nt Under F'o rich law,a-mall addresses are public records.If you do not want your e-mal address re'eased h response to a pubic-records request,do not send e'ectronb mad to this entity.Instead,contact the office by phone or by traditional mak If you have any questions regarding DBPR's ADA web accessibltty,please contact our Web Master at webmasterrtdbocstate fiat. Product Apppp�roval Accepts: IZ!I IeCtecY� tiL'CUrlt\'Atli nuts V.rl]ryn C ediAr Trurt.d {:_: FE i r 4/10/2012 12:31 PM • KD MANUFACTURING ---___J IMPACT 1W STORM PANEL a INSTALLATION ANCHORAGE DETAILS GENERAL NOTES: .. -. .. .. . l' S 1.THIS PRODUCT IS DESIGNED TO INSTALLATION NOTES: FLORIDA BUILDING CODE COMPLY WITH THE 2007 B.THE IMPACT PROTECTIVE SYSTEM SHALL BE INSTALLED ZONE 4.MISSILEBILD �)REQUIREMENTS.WIND N A MANNER TO COMPLETELY COVER THE ENTIRE 1.SEE ANCHOR SCHEDULE ON SHEET 6 OF 6 FOR 4.FOR CONCRETE BLOCK APPLK`RS INTOONS,DO NOT LEVEL 0.AT THE DESIGN PRESSURE(S) FENESTRATION(WALL OPENING)IN ALL DIRECTIONS. ALLOWED FASTENERS AND APPLE EMBEDMENT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. a STATED HEREIN.THE PRODUCT DETAILS CONTAINED AND EDGE DISTANCES. m . HEREIN ARE BASED UPON SIGNED AND SEALED TEST 7.WHEN INSTALLED AS INDICATED,TIE PRODUCT HEREIN IS 5.INSTALLATION ANCHORS SHALL BE INSTALLED IN 1 p REPORT,ATLNC 0428.01-04 AND ATLNC 0128.0304 DATED CONSIDERED A NON-POROUS IMPACT PROTECTIVE 2.INSTALLATION ANCHORS SHALL BE 3 INCHES FROM 0628.04,AND ATLNC 0224.01-09 AND ATLNC 0224.02.09 SYSTEM AND WHEN USED OUTSIDE THE TRACK EDGE.12 INCHES MAXIMUM ON CENTER. ACCORDANCE WTTH ANCHOR MANUFACTURER'S x DATED 02114/09 AND PROTECTED NO INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT Q c ASSOCIATED LABORATORY STAMPED MINIMUM SEPARATION FROM THE PROTECTED BE USED M SUBSTRATES BY LESS THAN ' DRAWINGS. FENESTRATION ASSEMBLY IS REQUIRED. A MINIMUM EDGE DISTANCE AND EMBEDMENTTLIMITEXCI-UDE HOWEVER.THETHE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR 2.ADEQUACY OF THE EOGSTINOMANUFACTURER SUGGESTS A MINIMUM SEPARATION OF t WALL FINISHES(INCLUDING BUT NOT IDIN).TO � � STRUCTURAL CONCRETE/ INCH. STUCCO,FOAM,BRICK VENEER AND SIDING). _ wW MASONRY MID=FRAMING AS A MAIN WIND FORCE 6.INSTALLATION ANCHOR COMPACTRES FOR PRODUCTS 2 n Q y RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 8.THE PRODUCT DESCRIBED HEREIN LS DESIGNED FOR USE HEREIN ARE BASED SUBSTRATE MATERIALS WITH THE M Z l F N TRANSFERRING APPLIED PRODUCT LOADS TO THE AS A FENESTRATION PROTECTION DEVICE DURING FOLLOWING BASED ONS; 0 W KZ g STRUCTURE LS THE RESPONSIBILITY OF THE ENGINEER OR PERIODS OF HIGH WINDS.THE STORM PANELS p y ARCHITECT OF RECORD. TEMPORARY AND REMOVABLE AND NOT INTENDED TO BE A.WOOD- A PERMANENT'PART OF THE STRUCTURE(ALTHOUGH THE MINIMUM SPECB'IC GRAVITY IS 0.42. j 4 Q p E 3.PANEL MATERIAL DJT50 3105 414 ALUMINUM ALLOY OR 24 INSTALLATION ANCHORS SHALL REMAIN A PERMANENT B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF Z m Y GA.(0.023•MIN.)STEEL WITH 414 53 KSI AFTER ROLLNQ, • PART OF THE STRUCTURE). 2000 Pel AND COMPLIES WITH ACI 301.FOR318-05 CONFORMING TO ASTM A•M8 STRUCTURAL QUALJTY C.MAND ACI ASONRY.SEEANCHOR STRENGTHC CO SCHEDULE DETAILS Y§a<� 11 CRADE C MIN.WTTH A 080 MN.COATING OF GALVANIZED 9.MAXIMUM PANEL SIM SEE CHARTS ON SHEET 8. TO ASTM � OW AND ACI 530-05.GRADE N,TYPE 1(OR E 4 i ION STEEL 10.PANELS MAY BE MOUNTED HORIZONTALLY,WHERE GREATER). 4.ALL.BOLTS AND WASHERS SHALL BE GALVANIZED OR APPIJCABLE, UNLIMITED WIDTH Z STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF - 11 '60 KSA 11.THE DRAWING SECTIONS HEREIN DEPICT TYPICAL w CONCRETE/MASONRY AND WOOD INSTALLATION t0 S.AT LEAST ONE WARNING NOTE PER OPENING MAY BE ANCHORAGE CONNECTIONS.THESE DETAILS MAYBE PLACED IN A CONSPICUOUS LOCATION ON THE PANEL USED INTERCHANGEABLY AS FEUD CONDITIONS DICTATE. q SYSTEM ADVISING THE HOMEOWNER OR TANTTHATT4E E PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL PANELS AND FASTENERS ARE INSTALLED AS SHOWN HEREIN AND WARN INSTALLER IN THE SANE U� MANNER THAT HANDLING PANEL YVTTI10lJT PROTECTIVE \• u x GLOVES 0015.0 CAUSE INJURY. E r J7 s 4 _J ONE RIRDETt a L3 Y J.-. IEE01/AFD AT �q b =v Im-PO4IT GF LAP ' z y JOINT,SEE PANEL VP I4 V 4 I DESIGN PRESSURE RATING(PSE) =Q OE01 ON STAT J a r • U a, li SEE CHARTS ONSHEET 6 ul--I • N )0�(APPINA2�6 �y lJ ......_________---As SIFD.QIEATER TOWN i . Z 014'NO 9050' 0 maim I GREATER TKW 120' REV. TABLE OF CONTENTS w O to 1 SHEETSHEET DESCRIPTION 1 — GENERAL 8 INSTALLATION NOTES&ELEVATION 2 — VERTICAL SECTIONS 3 — VERTICAL SECTIONS 4 — VERTICAL,d HORIZONTAL SECTIONS 6 — COMPONENTS 6 — CHARTS& 0EfA1L ELEVATION w-zo MALE PA/SUAVE m WINONUi 121/2 C.C. DOSTNG CONCRE•T•E EDGE MASOMASONRY OR Vii•. • STRUCTURE MASONRY 01ST.�'— E>OSfW900NCl1E� ANCHOR.SEE . STRUCTURE I MASONRY OR p DAD STRUCTURE * w-zoxvr o a al-* MII7 �f— T r,E LT ` EMS !;itN CII® �cRD6i. s;•.... it O.C. gieMORIMER •�E ..,, Fl ii ..rte 01ST _ _ —ail •„...::..: 1� � I 1g N•d I rwn $ s I g 11z 2 O.G o MASONRY STRUCTURE I COSTES CONCRETE OR I Op � I S $ N EXISTING CONCRETE I; LP,2OTRACTSOLTW1 01 • MASONRY OR WOOD I •�. oasnNGCONCRETE I WMG 1R 1212'O.C. a S • EDGE STRUCi11RE I . 'OR •. I '� a I STTRUCTUFtE t J D in Z 01 ' i tgrANE ..., • • • °mIt�` a z oR o.a n as ®CRE y F • DIST. r=-': v fiI d Si i s ELS I.— . CALK-IN W/ ®SEDtsi. I'i W.mX 111 ® u.UJ T coJ a II 12',7D SIDEWALK BOLT ANCHOR.SEE scum VERTICAL SECTION MAclmF Sar ((<<pp Q ' VERTICAL SECTION 1r o a DIRECT M INT ANCHOR.SEE SCHED. 8 Nur tr O C DIRECT MOUNT 12 O.C. ST COSTING CONCRETE * 12 0.Q SEE SC}1®. * y TL EIAB O MASONRY«, .•. ma F-__ ANCIORSEESC®. VERTICAL SECTION ,_ >: � COSTING CONCRETE ,r oa eoD o our Moan UC•20 TRACK SOLI Wi MANY OR ••• 82131..-- * ,� WgU1Nf tt 12'O.C. STRUCTURE I * ANC7Q+.SEE saw. 6WI Y��r'ipc COSTING CONCRETE 1TO.C. STRUCTURE ONO illi N. SI + R L—, i'.. ..`•-'4'..C11IDisr . • 7. x .. c; r I v S3 I s�3 44 a .— u ."- - i • IjHii EXRSTTNoooNTs STRUCTURE STRUCTURE I 1/4,20 TRACK eOITTr/ � COSTING E 1 1 • wevc TRACK BOLT • EDGE o, i. STft�IURE y _ + EDGE o� Y ` ; • L 51Vta":,i;;rr ; WlAlT 1211M,20 TRACK?OG © A.R.Bff 6QED. EMB t/t'-20 MALE PANaMATE WT 1?OACANCHOR a�SCFREU. I 1r O.C. WNCNUi,2,?OAC. ANCH + 12 0.C. �I-- VERTICAL SECTION , 12.0.0SEE. 5CfEp' Eks DIRECT MOUNT SEE ANCHOR SCHEDULE VERTICAL SECTION SHEETe VERTICAL SECTION BUILDOUT MOUNT b@ECI MOUNT • * EI.IBEDI.611TPTTD STRUCTURE E IN ACCOADMJCE M114 -.-- Z - YRS .-- THS DRAWING SEE SCH I MC/STING CONCRETE * Ma IANC -�-r MAX o MASONRY OR BAB F.--• � MASONRY OR WOODWilk 1SDHiOGt, EN. STRUCTURE 11a'-1D TRACK BOLT FP MICE r(i.-wINGNUT 12 T2.O.C, O mimmomma •®[E , I( �! STANDOFF TI(�O ID AOS OD)CR VIII K rr DIST. ROUND STRUCTURAL 811$ T_l.,y�,{.fi„r � �g PAINTED(T/1R OD W/AQT THICK WALL)) m W r tT6 v. A rccio. o m S ANCHOR FEE SCHEEL I p¢ 12"D.GI 5 j NON.81R1CT RtAL RASH MATERI (BRICK.LL(BRICK. g E WOOD.STICCO.STYROFOAM OR OTHER)N BRCK USE MORTAR JOINTS WHERE POSSIBLE A1401120 WALL [At1II..7O ANON I 1/1-20 TRACK BOLT WI as VERTICAL SECTION WNGNUT,2,2 0.C. N WALL MOUNT `r t x .'+ ll • COSTING CONCRETE DIST.EDGE d'' 'rY••� ,.. 1` 3 PAPsONRY OR ... r ' T•IIIIf z ,» BASEMENT WO STRUCTURE —1""— more Z ed • V W rL' W % Z ING ALL Pains w000 BUSHWG VII Twj MS STANDOFF w.te oi F mai -- VERTICAL SECTION ",� ,,, a _ F� �F�F^L II WALL MOUNT p a ac. !�_EMBy •EDGE _ II ANCHOR SEE sa1ED. +I ® ]C l`V E �;FS • T� 1 Ito. DIST. v'� W,2DWM. ; WOOD ROOF TRUSS EO. EO. -1-- 4(; 121?O.G d b OR FRAMING MEMBER (7)1/t UG DOLTS Ilk E^1.N;?S r_1a5 SHALL BE 2a OC. 3— PERPENDICULAR TO PANEL FACE I I 65 VERTICAL ICAL SECTION p,mrmi Z; TRAP MOUHC =Plain : ; 111-:-. 114 E1oSTRp wgoo STRUCTURE I STUCCO FINISH OR •• �•L._. -•r^ 1 PLYWOOD SOFFIT , H,XSr TEK SCREW i �L.0 BETYIEEN TRUSCES ~ -c Li 2 < L SX WDONT.ALAAA 12'QC. °�• oft a PLATE EXTEND PLATE 1 a f s TO a F H/IXilRVSSF y uu DIST.ECGE READER ENDS MORE G 1`, g d k ._51I THAN 12EYOND N1Fy 111 { 1A e • Pam WOOD BUSHING W7H 1/7-2D SOMALI(DOLT VERTICAL SECTION• DIRECT MOUNT VERTICAL SECTION SOFFIT CONNECTION • SFE ANCHOR SCHFDOLE SHEETS . It_ . r MOOR,SEE SCHEN. COSMO TE . 12 O.C. '& 1MBOIRYgt Y STRUCTURE E#B�" ANCHOR.SEE SCYIED. (� �� e • . r•F�i. © MACHINE BOLT �� CONCRETE tr O.G • 12-oc O�RSTB .- • 'Cr;L_ 1. WNOMIi1r o.G STRUCTURE Erik. 000 1WRJCNUT 1 4,20 TRACK?OCW! PANEL 1.000' _ 11000 ANCHORS - � " 1 0 • 1—;. e:4 @© 1 I EDGE A9N _ I L MASONRY CR I - i _ • caNtTafTENI . I g g I PA pId HORIZONTAL SECTION VERTICAL SECTION END CLOSURE(OPTIONALI BUILD-011TofouNr I — VERTICAL SECTION s BUILD-0 UTMOUNT CONCRETE, MASONRY gp * OR WOOD ANCHORS P. z O E.1031RA3 COMMIE ®�� AT 12'OC ..A, -. Q 018T. -20 SDEWALK BOLT _-_ -EDGE-- i STRUCTURE WIw-20 WP4GNUrA _ ---.'-�-?DIST.___ 3 j MIDSPANOFPMEL — :Y_:__, E 0 - = = 1 ! oZ mW • am. nr.„ +1� K uT 6 a R F w.204.1mNT ran 1LlSOPdtY • 0.7 , N.IERNRIE LEG (_"Z Kir• +Y(z s T MURAL 1212'04. � WOOD WA11 LOCATION LL w�} N ! X 2 "' zmm Op Ir Y a:"' ' HORIZONTAL SECTION E c R-a.6 ANCHOR,SEE SCHED. 81a tt 0.G PANEL LAP R A PANEL ^ m g II 9S 8 w foo HORIZONTAL SECTION ' i , ig END CLOSURE(OPTIONAL) Z VERTICAL1111 SECTION • VARIES u4AOR iOUNT WOOD MALI __! MASONRY OR -4= CONCRETE. •• .• OR HOOD ANCHORS zg W000 WALL - ....=-77.- -.,---_--7,,--.-_.� _ - RICO WA11 p ATIYOC 1=CONCRETE.WORRY =` ti 6 - -� _ — - tl _ =s_- PANELiY� � g E 0 1 II ( 6 z 7---)\ 8 uWZ�� P VANEPi, .",,z_,`"z�' E pµ�oPANF1vanm-mo--- 4037* YR MOW _. .__._.11/4=. =- r (AT MAX SEPARATION) (AT MN.SEPNtAT10N) HOOD WNL PANEL HORIZONTAL SECTION 1/4••BOLT AT 24• HORIZONTAL SECTION CC WT1H JACIOIUT END CLOSURE(oPT1oNAL) END CLOSURE(oPT10,WU,) _ •SE ANCHCR E � 1 10Y AP THE HORIZONTAL SECTION A SIDE CLEARANCE BETWEEN'DE END CLOSURE SHUIItN AND THE WALL F" s 0 �.a�s• — — i,,.. Ca 1 s is,— g F L xp um- {...+.ISf /,.. lr j iL r a y34 I —r---[ 1 t L_ §333111 � - N. I i+n• } LLW� 0) Cn TT I/ Amy --+- gN a000, il l.loe'�fr�I.1le' �, _ �� ii! Ln r O J • O 71 ,e Gi44 4 N. L.... _ �,,,,� ---11—0.+31• �� y �axr� Ciq / G s ear—— -,.., h 0.915" L 4 1-1711�_ 5,- _ __L____r --1 m xy —� {— .ar 1 c'rTini bcd 11__,--ii 22.11 a 0 e —T Fl „1 0 ®®e EZ Gl i.....N..............„......,..... !;.,,, // G / I] --. 1 / A 0 0 mfr$ ��' aF---43- ¢ 444 4+2.. OA n { AN O to !� „t � �� 00000 0 2 5a 7a O T-- iyy� 03NNs <Oa' x F--a.�o' - 2 0 102,1 9 u'± 3 o.>m•� VAI oR.6. e PROJECT 0309-U:pB KO MANUFACTURING 1720 MAIN STREET NE,UNIT 1 APPROVED BY: DAM Rcb.+ll Amcn.>n RCEERTAMORUSO 02!1648 Fuca.P.R.No.41067 PALM BAY,FL 32905 101 ram IMPACT KD STORM PANEL y� (0 COMPONENTS v., 1 ` „AF m :PAN,r Or: 04110 ` SMC 02/26!09 PTC,LLC 1535 N.Copv,.8 Str.K Suto C25 sr.,e. Rocti4d6o.F IN.1''055 N.T.S. HDM0001 Prey 02)0204711 MY: 5 OF B REV o F/PLG,Mub dAu,M4.ik.,n0.,•„1 tar ,2+.510.171. E.CRPTidI CATE pY 1/4"DIA. ANCHOR SCHEDULE Iz . PANE.SCHEDULE NOTES: W PANEL SCHEDULESSLINSTRATE MIN S& MMINIIM 1A34.TWEENG I.ENTER PANEL SCHEDULE WITH POSITIVE ANO NEDATNE FAST7�1L TYPE mammon' EDGE DIST. FASTENERS B A ER DESIGN LOAD TO DETERMINE MAX LENGTH.POSITNE LOADS TYPE STRENGTH (by) IOM LESS BON NEGU9' TVE LOADS ARE ACCfABLE (10 0.050"ALUMINUM 2IORDESIGN WADS BETWEENTABULATED VALUER,USE 1/4"DIAWOOD SCREW $ DESIGN PRESSURE $ 1E7cTNc#I�LOAD ORLINEARPJTERPDRATYONTO LAO SCREW SPF SG•0.42 1MI 1 1114 114 F) MAX.PANEL DEf83R1E ALLOWABLE PANEL LENGTHS. TAPCON SG S-PF SO.0.42 1 12 314 1 1N 114 7t POSITIVE NEGATIVE LENGTH(R)IN. 3. SPAWNS SHUTTER SCREWS SPP 5G=042 11/1 314 11/4 1n mt USING THE CODES AND TEST CITEDS ORfB CITED HN WITH FEMALE ato PANHAUI7E S7# 3G=042 1 79 310 1 to 1m M n 28 28 144" SPECIFIC FEND CONDTTRONS AND SPECIFIC IAOUIO NG aCO PMELMATE PLUS S-P.F SO•0.42 1718 ' 3/4 1 144 O 31 31 138• METHOOS MAY RESULT IN HIGHER VALUES,WHEN ALL POINTS W 0 -P 00BUSHING SPSG•0.42 718 314 1 114 DETEOOIYON AND CERTIFIED BYA LICENSED PROFESSIONAL 34 34 132• ENGINEER114'DIA.CONCRETE SCREW IN CONCRETE 1 MASONRY ' 37 37 126" 4.THT3SHUTTER SYSTEM IS DESIGNED SUCH THAT THERE IS a 1T�WTAPCON(CS)) CONCRETE 2SS4 CONCRETE 000 PSI 13/4 PS I 314 3 13n 21/4 w 40 40 120' - ND m SEPARATION FROM THE GLASS REGUeiPROVIDED I7W TAPCON(SS)(SCOTS) CONCRETE 3000 PSI 1314 212 3 1/4 SCHEDULED PANE.LENGTHS ARE USED. EC0 TAPCp4 CONCRETE 2700 PSI 1314 1 4 1/4 43 43 114' POWERS TAPPER CONCRETE 2000 PSI 1314 4 212 114 p o 46 46 108" ET ELCOPANEPATEPLUS CONCRETE 3350 PSI 13/4 212 0 d o 49 49 102" POWERS CALK-IN CONCRE 2000 PS 718 2 11/4 1M ' o rAPCON SG CONCRETE 32%PSI 1344 11/4 3 114 52 52 196' SAMMYS SHUTTER SCREWS CONCRETE 3285 PSI 2114 1 114 3 U4 Le Sfi 55 90' U4'DIA.CONCRETE SCREW IN CMU HOLLOW '- TAPCON SG CMU HOLLOW 1500 1 1/4 212 3 1/4 Z o SAII4YSDATER SCREWS CMU HOLLOW 1500 1114 212 3 1/4 = g Za POWERS CAU(-44 1500 COO 7)8 3 212 1/4 E W N O. V 1/4"DIA.CONCRETE SCREW IN CMU GROUT FILLED g ZF-"I y •"' z • V W ti pL�L $ 24 GA.GALVANIZED STEEL swMY8 SMUTIeRSCREW5 CMU"cur 2000 212 1114 3 114 t a-w DESIGN PRESSURE(PSF) MAX.PANEL TAPCON93 CMU FIGROUT 2000 134 1 U4 3 1/4Z Z co�"t POSITIVE NEGATIVE LENGTH(L)IN. x—au a. II 25 28 144• PRODUCT LABEL x a IF 29 138• ' —v € i¢yl 29 31 132' KD MANUFACTURING,INC. p 31 32 126• PALM BAY.FL 32905 E 1�Ili:, 33 34 120' FI3C 2773-R2 35 35 114' ASTME330,E1888,E1996 37 38 108' y 39 41 102" 1/4-20 WASHER E 41 44 96" NRNGNA TS 43 47 90" WITH AS'N WWII STUDS S ffi wrtHwtisHERIYNms/raR 45 50 84" I 1/420 MEWL(BOLTS wall HANDLE BOLTED POWERS CALISI N FOR 74 s e IN PLACE WD)( DIRECT MOUNT x • XSQ IN BOLT AND BUT, / 1 \ / \ / \ II •'‘ki ' - ' a O I1*\— ,_/ \ / I \ g 51 El 1 gas I 2'X C MAX X vrALLAANID/ ANGLE OR DIRECT MOUNT PANEL NOTCHED AT BOTTOM TO PASS OVER STUD ANO BOLT WITH LOC PANT wimsNUTOR SIDEWALK NIX TO T-1?FROM BOLT AT OIL-EACH SIDE BOTTOM ON EACH SIDE EGRESS SHUTTER ASSEMBLY