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Home My WebLink AboutProduct Approval s � Component & Cladding Wind Loads Prepared for Jensen Beach Aluminum Calculations by Seaside Engineers Project: Kreps Residence Certificate of Authorization No.32048 Location: 10152 S Ocean Drive#418B 4265 60th Court Jensen Beach,FL 34957 Vero Beach,Florida 32967 Project ID: (722)202-8008 Info@seasideengineers.com Date: 1/0/1900 www.seasideengineers.com Design Information Risk Category 3 Windspeed 180 mph Exposure D Int.Press.Coef.,GCpi(+/-) 0.18 a 5.00 feet These pressures are calculated using the Allowable Stress Design.Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the Florida Approved Product(s)used on this job.Contact Seaside Engineers immediately if the product attachment schedule is derived on ultimate design pressures instead of allowable stress design. Florida Product Area Approval# Building Design Product Design ID Opening Description (sgft) Zone or NOA Manufacturer Model Pressure(PSF) Pressure(PSF) A SGD 80.6 4 FL251.4 PGT SGD-770 54.8 57.3 90.0 00.0 & Iq IE D FOR CODE COMPLIANCE ST. L UCIE C U TV B®C� tvu 3 2 3 3 z 3 3 2 3 agttVD `\\\%%%111111I/l/// 2 2 I I I I ♦♦� V'•••\G •••ENS••••••• 0 �I I I I I ♦ • •• � A 400 • i' ROOF: I �I I I I I I I ♦ : c_ • z1012 z 1Qi2 2101z z101z • No.72 • 1 I I I I I I I I � �� • 7� E OF 4- I I I I • I • • I I I I I � • • � 3 2 3 3 1 2 1 3 3 1 2 1 3 lej4P s .4 0 R I iX, `�- i��s/0 N AL\E�\��`� /11 1 11 WALL h Edward K Roske, PE 6 October 21,2019 ` 5_I ® 0 1n BCIS Home I Log In j User Registration I Hot Topi6 i Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map f Links 1 Search Florida Product Approval p I,�--7 'USER:Public User 'L •�andi -rs Product Approval Menu>Product or AoplicalinnCi:/or tion etail ` - — - FL# 31 Application Type n Code Version Application Status ed ved b R.Approvals by DBPR shall be reviewed and ratified by /or the Commission if necessary. Comments Arch ived Product Manufacturer CNorth dustries Address/Phone/Email echnology Drive enice,FL 3427 86- xt 22318 @pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Lynn Miller,P.E. Address/Phone/Email 1070 Technology Dr N Venice,FL 34275 (941)486-0100 Ext 21142 [miller@pgtindustri'es.com Quality Assurance Representative Address/Phone/Email Category 7SIriding Doors Subcategory xterio�or semblies Compliance Method ification Mtin Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards File C®py Certified By 'gr-3EVIEWE® FOR • Product Approval Method Method 1 Option A CODE COMPLIANCE STo LUCIE COUNTY Date Submitted 03/19/2019 ®�� Date Validated 03/27/2019 Date Pending FBC Approval Date Approved 04/02/2019 Summary of Products FL# Model,Number or Name Description 251.1 SGD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R31 C CAC 17042009.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/07/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 17042009.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 SGD 670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R31 C CAC 17042010.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 17042010.odf (NOA)for product performance information,anchorage Verified By:Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R31 C CAC 19-0130.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/18/2024 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 19-0130.02.odf (NOA)for product performance informationanchorage Verified By:Miami-Dade BCCO-CER details,and anchor type,size Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD-770(Large Missile Impa WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Ce "ficate Approved for use in FL251 R31 C CAC 17047.01-2 df Approved for use outside HVHZ:Yes ua sty Assurance act Ex 'ration Date Impact Resistant:Yes 02/12/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of A ceptance FL251 R31 11 17042012.ndf (NOA)for product performance information,anchora Verified By:Miami-Dade BCC CER details,and anchor type,size,and spacing information. Created by Inde a ird Party: Evaluation Reports Created by Independent Third Party: 251.5 SGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R31 C CAC 17042013.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 H 17042013.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 SGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes EL2_5_L R31 C CAC 17042014.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FIFI=251 R31 I1 17042014.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.7 SGD-780(Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R31 C CAC 17042004.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 17042004.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R31 C CAC 19-0219.1l.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2024 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 19-0219.11.pdf (NOA)for product performance information,anchorage Verified By:Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R31 C CAC 17042007.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/21/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 17042007.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports i Created by Independent Third Party: 251.10 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R31 C CAC 17042006.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 17042006.0f (NOA)for product performance information,anchorage Verified By:Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Fig O © .-'. Credit Card Safe i e :raf� r MIAF11•DADE> • � rX��--� �=r, ` ;� ti11:1i111-1);1D1?t't11�T�'f'1' sIlh,� .:_..I. N --} .� PRODUCT CONTROL SECTION tl ;� .�, D4:1',1 AND EC'ONONI IC RESOURCES(RER) 11805 Sill'26 Sheet,lWom 208 BOARD AND CODE ADMINISTRATION DITHSIOiN T i,78f))315-2590 F(786)315-2599 NOTICE OF AC'CE ITANCE, (NOA) idardC.aO►decUn1.1111 ' PG I• industries,ine. 1070 Technology Drive .North venire,FL 34275 This NO.1 is being issued under the applicable rules and rev€ilatiotis governing the use of construction nlilterial , 'I'hC c{ucuirlcntaticni subnlittcd has been reviewed and accepted by Miami-Dade County hGR - Product Control Section to be used in K-liami Dade C'ounh_:and other trreas 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 for the AHJ(in areas other than Mi-mi-Dade County) reserve the right: to have this product or nlater'ial testc:cl for quality assurance purposes. If this product or material tails to perform in the accepted manner, the mam&,1CtU1'Cr WIII 1nctir the expense of such testing and the. AH.1 may inllucdfiatcly rcvuk , moclil_y�, of SllSpcnd tilt: Use of SL1Ch product or material within their jUrisdictlon. RER reserves the right to revoke this acccplance, if' it is determined by Nlianli [lade; County Product Control Section that this produ r I fat , meet the requirements of the applicable building code. This product is appto .d as describe ht:rt•n, and has been designed to comply with the Florida Building Code, including the ih velocity 1ltirr•icane .one.- MSCRIPTION: eries`,SGD-770" Alu num Sliding Glass Door it/90'& 1.35'corners--L.M.1. APPROVAL DO(C 1MENT:Drawing : o. PGT01301 titled"Series 770 Alum. SGD - LM Impact", sheets I tllrou.;h 22 of 2'2, d, d 10/10 I/L ith revision C: tat -1 0M!1 I, pared by maimflicturer, signed and sealed by Anthony Lynn M i er, caring the Miami-Dade Court ct Control Revision stamp with the: Noticc o1'Acccptance nu )er and a piratiun elate by.the Miami-Dade C.:ouu r ct Control Section. MISSILE I-IPA(."i' RA' -ING: Large and Srn:111 Missile impact Resistant LARFTJXi G: F.ach unit -,ha a permanent label with the manuf rer;s name or lotto. rile, state, model/series, and following ztatenlelit: "I nil - O uct Control Approved", unless othemise noted herein. RENEWAL of this NOA shall be considered after a reticwul application has been fikd and there has been no,ctiange in the applicable building code negatively affecting the performance of this product. h;RMINA'i'i.ON 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, foi- sales,adverdsiug or ally other purposes shall autornatically terminate this NOA. Failure to C mililly With aw.'section ol'lhis NOA shall be cause fior termination and rcinoval ofNOA. ADWRTI.S.EMENT: The NOA number ]VCMICCI by the Words Miarrli-Dade COL)Itty, Florida, and followed by the Cxlpiration date may bu displayed in advertising literature. If any portion of the NOA is displayed,then it sfia.11 be done in its cntircty- INSPECTION: A copy of this entire NOA shall be provided to the user by the rnarttilacturer or its ! distributors and shall he available for inspection at the job site at the request of tile Building Official. This NOA revises NOAH 16-0629.06 and consists of this page I and evidence pages F.-1 ail F'-2, its %vcll as approval document mentioned above. The Submitted dlocunrcntation was reviewed by Jorge N1.Plasencia r i �' VOA No. 17-0420.12 MIAM1,13. OUNTY ',: . Expiration [)-.lie: February 17,2020 Approval Date: September 28,201: Page 1 PGT Industries, Inc. i10'1'1(.E 01'ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Ma111.1lalCtIlrel"S die drawing and scctiotaS. (Subin tied under X0.4 No. 14-0123.1n) 2. Drawino No. PGT0130, titled "Series 770 Alum, SOU — LM Impact", sheets I through 22 of ??, dated 10/'10/14. with revision C dated 04105/17, prepared) by manufacturer, signed and scaled by Anthony Lynn Miller. P.E. R. TESTS 1. Reference Test report on 1) Unilorrn Static Air Pressure Test, per F13C, TAS 202-94 2) 1-.argc Missile Impact"Pest per YBC, 'IAS 201-94 3) Cyclic Wind PreSSUre I.oadine? pet- F_B(', "lAS 203-94 Along.with rtlarkcd-up ch•alwillgS and installation diagram of Aluminum Sliding Glass Doors (vv/PS, Super; Cardinal & Duraseal Spacers), prepared by Fencstratiun Testing [.at,-oratory, Inc.. 'Yost Reports No(.,;) FILL-8717, FTL-8970 and ITTL-8968, dated 02/15/16, 06/17/16 and 06/20/16. all signed &sea od by Idalmis Ortega, P.P. (Submitted un(lei,NOA_No. 16-0629.06) 2. Test reports on: 1) Air Infiltralion West,pct-1:11C, 'FAS 202-94 2) t..<nifornl ,Static Air Pressure'I`est, loading per FBC, TAS 202-94 3) Water Resistance'Pest; per l`13C:, '1.'AS 202-94 4) Large Missile llnpac('l csl per FBC, TAS 201-94 5) Cyclic Wind Pressure Londinn per FBC TAS 2()3-94 6) forced Entry Test, per 1`43C 24113 ,1, and TAS 202-94 along with lilalrked-up drawings and installation diagralll U_ i111 -clltlllllillllll Slldi11" glass door, prepared by Fenestration Testing Laboratory, Inc., `Pest R�.port No. F i'L-7554, dated 11101/13, sighed. a_ld sealed by Marlixi D.Brinson,P.L. (Submitted under NOA No. 14-012.3.10) 3. Test reports on:1.) Air Infiltration Test,per TAS 202-94 2) Unilorin Static: Air Pressure Pest,Loading per'IAS 202-94 3) Water R.esistarice'l-est, per TAS 202-94. 4) Forced Entry Test per FBC 241 1.3.2.I and TAS202-94. 5) Large Missile lnipact Tcst, per"1'AS 201 94 6) Cyclic Wind Pressure loading, per"1'AS 203 94 alone:;with)narked)-up drawings and installation diagram of aluminum ,Sliding Class Doors, prepared by Fenestration 'I estirig Laboratory, inc., `Pest Report No FTL-5980, FTI:-5993, FTL-6036, FTL-6001, FTL-6014, FTL-60151 1q'L-6017, FTI_,-6023, FTL-6024, F-I'L-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and scaled by Julio Ooozalcs, P.E. Note: 'Ihc test reports No. FTL,5980, FTI,60(11 and h'1'I. G015 have been revised and reissued on 12/29109, signed and scaled by Julio Gonzales, P.E. (2Submritted witlerNUA No. 09-0826.10) _. Jorge M. 111asencia,P.E. Pr6duct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: f chruary 17,2020 Approvul l)atc: September 28,2017 E- 1 PM lndustrics, lne. YO'TiC:E OF ACCE TANC_'E: EVIDENCE SU131b1ITTED B. TESTS (C:OM1NUE1)) 5. Additional R.c_tct'cnce Fixcd Window "Pest Report No. 1+"FT.-7897 (Cardinal spaccc), per TAS 20 1,202 & 203-94, issued by Fenestration Testing l.,aboralory, Inc. (Submitted under;VO11 ,Vo. 15-0430.043) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-tier' ledition (2014) and FBC-6"' Edition (2017). Lkilccl 04:"19/1 7and revised on 08110117, prepared by nlarllrfaGti]t'e1', signed -and scaled 7y Antliimy Lynn M.illcr, I'.[?. 2. Glazing- complies with ASTM E1300-09 A QUALITY ASSURANCE 1. Mlami-Dade Department oi'Regulatory and Economic Resources (RFR). E. MATERIAL (T,RTIFICATIONS 1. Notice of Acceptarico No. 16-1117.01 issued to Kuraray America, Inc. for their "'Frusif A."k, Ultraclear, Clear and Color PVB (class Interlayers" dated 01/19117, + expiring on 07/09/19. 2 Notice of Acceptance No. 1.4-0916.11 issued to Kuraray America, Inc. for their "SentryGlasCk) (Clear and White) Class I.ntcrlayers"dated 06/25/15, expirim., on 07,10411 S. F. STATEMENTS 1. Statcnlettt letter of conformance with FBC.-5"' Edition (2014) and FRC-6"' Edition (2017), dated 08/10;17, issued by matwfact.urer, signed and sealed by Anthony Lynn Millcr, P.E. 2. Statement letter of no financial interatit, dated 04!18/17, issued by manufacturer, signed and sealed by Anthony Lynn Nli.tler, P.E. 3. Test proposal No. 16-0152 elated 03/09116 approved by RI R. 4. Lab compliance as part of the above refcrenmi Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS 1. Notice of Acceptance No. 16-0629.06, issued to P(IT Industries, tnc. for their Series "S(M-770"Alu►llimmi Sliding Orlass Doors w:.90' &.135" conicrs- I,.M.1, approved on 08,04,116 and expiring on 02/17/20. -- Jorge iVI.1'lasencia,P.li.— Product(_'ontrol [snit,Supervisor NOA No. 17-0420.12 Expiration Date: February 17,2020 Approval Date. September 28,2017 P -2 TABLE A: SERIES 770 IMPACT RESISTANT SLIDING GLASS DOOR An<hnr Frama kHsElp W.D.C. "" Antl�nr type su4a1!ala Emheft—tm I INCLUDING POCKETS&90'/135p CORNERS G`°"° Iu�°cr I.— k4:bt Ti _ R12 iea skusku, 8—pum(sG=Dds) -sJte• '!(9' f-ve' ' I GENCRALNOTES IFr=ECksl,Fe 95 ksl) FNt EC61TSMvnWm 3/r 416" M,MO• t)GLAz!NO TYPE OPTIONS:5LL'TABLE B.THIS SHEET&GLAZING DETAILS ON SHEETS.4&S. C12410 sS EMs, nas sled va ¢!t6' b,cso- 2)DESIGNPRESSURES: A ff,=s:kd.F?D0ka0 cr.W51ee1 sna a10• s!1a• D.W5(1eca) A.NEGATPVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES AS JM E1300. NI r rez mHn.¢.a HI) 1-17 r I-Nw B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRT.SSIIRE AND GLASS TABLES A.STNI FT.900.. v+'Eico Aggr lam dambI P-h k FEI¢d Rkck(ASTu C9M) 2` -r z• C DESIGN LOADS ARE RASED ON ALLOWABLE STRESS DESIGN.ASO. PI.57 W.Frs6"I J,n IP4Knk Hwmty eedi U,'C901 2' r t-vr 3 ANCHORAGE:THE 33-1f3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS AT soNnem poe.(sD=Ass i ' t.vs -- —som`nem Pine(sc=o.SSJ :ens•'-iro' t:�a I PRODUCT.tMYERIAI.S,INCLUDING BUT NOT LIMITED TO STEEL SCREWS.THAT COME INTO 9125te0 sMs((u.5) - ��,.D Awnlwn, are• 9nC `9 M9M• CONTACT WITH OTHER DISSINULAR MATERIALS SHALL.MEET THE REQUIREMENTS OF THE B pwc wa weaaa ceyclm ap As sred vs' _ 4'tC cow' CURRENT FLORIDA BUILDING CODE-FOR ANCHORAGE DETAILS SLLSHEETS 6-14. meal sunelmle) —'-fir,yy sleet slw 3tB' 9r1C Oats ItI Ga 4)SHUTTERS ARE NOT REODITED PER F8C REQUIREMENTS,AS APPLICABLE. 114•El Uilmc m A0 rndr,ete(min 21G ke0 r 4• _I-vw I 5)INSTALLATION C F,•t55kn,F„=177ksi Jerb<P41nak wndmebdctAsn:e90) I,—.-_s_ t.v4-. NARROW JOINT SEALAN I. M co"-.(m ZU ksll 2-11< -1 -t,fa 6)REFEP.ENCES:ELCO UI IRACON,CRETEFLEX AND AGGREGATOR NONS.ANSYAF&PA NOS FOR w•_ - WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 155 kd,r,=m . Jambf PtNat rscd elect swm 2-117• 4• t-V4• 4nek Hwlow smock AsnA c901 s-v2^ s 1-vd• 7)THISPRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY'WHH THE REQUIREMENTS OF THE D 1 :n canaele rude.ass ksi t• r 1.vr CURRENT FLORIDA SUIT DING CODE.INCLUDING TIE HIGH VELOCITY HURRICANE ZONE(HVHZ). tW410ss El:a peleF.bzE 1mbrP we anrnele(mm.aas to I, s 1-v: 8)DOOR SIZES MUST BE VERIHED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER F,e127.4 ta,Fs-teal keJ Jambl f' :k Hwkr Mk-M CM) 2llr C 1-11• I CURRENT FLORIDA BUILDING CORE,AS APPLICABLE. A satnnem Pine sc•ass r r 1 vC 9TEST REPORTS-FTL-5930,Fn.%993,FTL-0001,FTL-GC74,Fn.-6015,FT1,G017,FTL6022,FTL-6023, 71w�ER �uasi:w're coN:nncNs. EANCNDRacr,FRDIANDREnwnISAP IHC ANCHwIGHDLaSAeOVE, FTL-602.4,FTL-6025,FTWi028.FTL-6531,FTL-6033,FTL-0036 AND FTL-7554 UCmsEC- nGOhS _ICABLsrLeneefuN xt rnrL�:NTHu-nrlxsv!u. 21ALL Ah�HCR HHAD'I tSARF.AFPLICARLE. MI FLLED Rl G71A1CIIES TU=45NSIEUSEY•H1U. d)FILLED W Uf:K vA1.lIF.G h'AYALsc 0E Usm IN HGLLGW BLACK AP?LICATIONS. TABLE B.SEE Dt TAILS ON SHEETS 4&5 SJANCHORG:tUGT UE OI eUrFICItNt LENGIII50 THAT A AfINP'UN OF]T5INEAD.S[%TEPID eEYONR kiF.TA1.4.RSTRAIE. Gus CescHp5on 11J9ed nom Eslerior io mlerurl �•VT ANCHOR NOTES ns tYpkelad:I2lWe.wyis•tts GbssrJfi.u3M'vrs kwenara - _ __ 1)FOR CONCROUNTY UPROEDANCHORS.T(ONSILE A ON SHEET TY.FOR EMBED is L.mr 1m:141a�cr 1N'Is cross twb.aaM•pve raAmcr ONLY MIAMI-DARE COUNTY APPROVED ANCHORS.S'cE TABLE A ON THIS SHEET FOR EMBEDMENT.EDGE W Ifs lamkaleC t7l Weewxls is cd�tewm.d9M'sG w¢,Iryer DISTANCE AND SUBSTRATE REQUIREMENTS. GM 315'lzwZd.(7)U.s w 11r HS Gtass wiN.M9C Sc Wedr(m/e+ t'lamiro!N LG.:Y't Ti'.n.Cas•2'e'Ass'—7He•WII^�:M.F�LCes dwlw k Gbcs neli.0.ST MB ndedryer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,TI OS SHEET. GSA 1'lnmWkdlG.:U4'TEshnior Gap♦fyt6'A>Stifeo+THe-lmii-rated:aJUwsfYte'HS Was morn A3C PYB treeNy¢c PRODUCT REVISED .. ._.. - — 3)WOOD BUCKS DEPICTED AS IX ARE I FSS THAN 1-1/2'THICK, mptyllg with the FlolMa G5.14 Lww.ua Le-,36C7 E,Wflwbv &WA✓Sf¢ce•PIT lemina5t(q Wd cl'JiC/S GUse:rrn.ar SG Helafcr BuildinD Bodo I -- PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS17-0420.12 GW P I.vmk�eted LG.: Esxdw�P•Y1C Alr$peeo•7!16 Lapyntted;RIL1es s131tC 11S Obas vah.MSC SG Hedeyer NOA-No. G7 7fiC lartdrl.Led:N21tAts a 3n6'An.N Gkas wJn.Cpr eG Wada)Tr "'----'-"' LNSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS GrA s1s La.r:Pt¢a:R)tp4=w11a•Arrrqus e;tn.gc•sc kaa+brm - DEPICTED AS 2X ARE 1-12'7111CK OR GREATER.IX AND 2X BUCKS E.pinelon Date O2J7712020 ce 1'laMmkd LG.:VIM TBrtedorbp•M!6'Ab Space•TnC lam�u!ed;R)Uas o191S Ak4l Glav w4h.MCC SG Werbydr LOAIVlHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER (::A 1'Lenmokd LG:/14-TLYtedpt Cep•:Y1CAh 3pvs•TH6'laminakd:Rl Litee cr YIEAM1T1 Glase r.En.CWSGhiedaya THE RESPONSIBILITY THE ENGINUCK EER ANDARCHITECT TCTOFOV 15 NUnmr-DT ade prod—,.ek Control THE FiESPONSIRIUTY OFTHE ENGINEER OR ARCHITECT OF •!wv=ANNEAtLD RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. HEAT STRE-11IFhT.D -r=TLTIPERED GENERAL NOTES........._..i 'Pvfr-ow. 7ROstrcLa wR hY KiC -Y ALIERICA.INC. EXAMPLE CONFIGS......_..2J 4)ME7ALSUtiSTitATE TO MEET Mill.STRENGTH AND THICKNESS •SG'=.CAT GENtHYt'd:,3UBY KURAWIY ANtRMq INC, REQUIREMEN IS PER CURRENT FLOR UA BUILDING CODE.AND TO GLAZING DETAILS............1,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE_..................6.1 c DESIcA1 PREa0eE RA7CJG IUPAc;RAnNO` DESIGN PRESSURES..._.G-8 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS .eFJ:rA11LES L2AaON RnTtn rw:nHaE r.sNut INSTN L DETAILS..............12-14 NOT REQUIRED.IF USED.NON-SHRINK,NON-LIFTAIIIC GROUT, "tt ll,ue ' SNff rs 6.78n WSSILE LV�AI[I RL515rANi.E ELEVATIONS.................._15,16 1• lAY LYAW , PANEL I GILL TYPES......_.17 MAX. THICK&TIRO PSI MIN_(DONE BY OTHERS)MUST FULLY 0 ,fV7'r� Cw=_sfsrANonaosuseD: CROSS SEC710NS............16,70 SUPPORORTTHE ENTIRE LENGTHOF THE SIlJT1tATi5NOTTiGItiTO P�;�`UGENSp'•.!(�� TI(E SUBSTRATE,AND TRANSFER SHEAR I OAD TO SUBSTRATE.IF •.•p L - •2Mt7 FLORi3n RUTnING CODE I'DC).6HHEWRON PARTS LIST......................20 SUBSTRATE IS WOOD,301J FELT PAPER OR MASTIC IS REQUIRED _=A� Ss705 •7ar4FLURIDADUMINGCOGC(racasn-1EURI0li EXTRUSIONS............. •n5Th'E1aCaM9 """'21,22 BETWEEN'IHE GROUT AND WOOD SUBSTRATE,OR AS MPROVLU = 'ANSYAFe1•A NDS-2M15 FORYrOOD CCHS^RUCTION BY'THE AUTHORITY HAVING JURISDICTION. eA:UA;I!1l1tA UESIGNMANUN..ADd-0Cte iWpTEIYYA]IOGYf.RM p�T••. yjj L1 �/� .asc.,°na-1a GENERAL NOTESAND MAP ?%ay1-••!rGm...... (eID4Po1'IdMe ernr.GFAe7Hksleue tSERIES 770 ALUM.SGD-LMIMPACT r-r'%Si0/JAI,EN`L• aNkiT7 C UPiNftU TU lUCIDr/.Irf.N:Jd:IAMCr•;a6A -1 A o.,,� are b e.. J A LYWI WUf.2 PL .Ci farar9 1 sGo-77a NTS f +22 PG70130 C P.=.Cura9 I I ' I I I II EXAMPLE CONFIGURATIONS CO MURATIONSNO IES, 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLL'-AS POCKET CONFIGURATIONS AT EITHLR OR BO TI I JAh1B MAX.UNIT WIDTH— MAX.UNIT WIDTH - LOCATIONS USING DETNL'J,Y.'Ic.'KYr OR'Ke INSTALLATION. i EXAMPLE:4,PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH _ A NOM.PANEL WIDTH _ z �C oP%OR XXXXP.OXXX IN POCKET CONFIGURATION PER TABLES IJ t ty PER TABLES I-3 P _ t —rF I 4i J 2)90'S135°CORNER CONFIGURAT IONS CAN BE A COMBINATION 1• I �i7 1. ,I i OF ANY 2 STRAIGIfr CONFIGURATIONS. �r. Irc� [`Dc1J Jc iyo t t a t t'J t�tf l MAX.UNIT ry r�& MAX.UNIT � -� � � 19$9 3)FOR NOW,PANEL WIDTU,SEE IAUL[5171. I HEI t� kr iI s a HEIGHT PERTAGHT wq PER TABLES 13 •X=OPERABLE BLES Y7 U9 "O"=INOPEABLC PANEL. n P•-POCKE'i vx DETAIL LETTER �_�.]�..-. WOOD OR META.INSTALLATION 1-PANEL 2-PANEL E/ c-=CONCRETE INSTALLATION CONFIGURATI S CONFIGURATIONS tz L—SHEETNUh1BER X.UNti WIDTH— ___ MAX UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7- I DLO HEIGI IT=DOOR UNIT HEIGHT-10.125' N7MPYELES 1T N PANEL WIDTH w 't tz YANELIIEIGH7=DOOH UNIT HEIGHT-1.909" LES TER TABLES 1-3 TH J 1! MAX UNIT eV t� M Is 14 r I�QR MAXINR IIEIG I 119 dy HEIGHT to 119> $P' PE �a t i�se PERTAMES I-3 I)1 TABLE 1.3 __Iz� 3-PANEL CONFIGURATIONS` n ;-PANEL CONFIGURATIONS Pr PRODUCT REVISED i w 1i i' 1Y pulldingc aownn the""fda NOn-Na- 17-0420.12 - - —-I.M.UNIT WIDT MAX.UNIT WIDTH Expimmn n=to 0211712020 NOM.PANE TH w .. c v NOM.PANEL WIDTH + -Y_r - ^-PERTABLESI- PER TABLES I-3 lz t+ la 1 ro to 1 to _ Iw�d MAX UNIT 1 MAX UNIT �/�'tt�� ,zou, HEIGIR HEIGHT t C41 ?' I ,4 z r PER A z,INI3 PL-RTABLESI-3 TABLES I3 x; % s,�ET ttltttnn,fJrr to u �L�T, a S_PANELCONFIGURATIONS t*,+ No.sems ` '= _sc , CORNER,TYP. (OU ISID-CORNER SHOWN, INSIDE CORNER SIMILAR) =0'. StZTF bF 41� ,ao rccnvgocro;rrvv, w:�+.• "�.. YU. N.ewt�har�s '- EXAMPLECONRGURA7lONS I _ crar-m.urxmza �`� SER1ES770 ALUM.SGD-LMIMPACT nntmt !R cilr c No auvocs rnls sneer. _ • ^i -'—Cmf.14 Pw °�� ALYlPI Nh:i]C PF JR 10/1Wt4 s•7G0. NM 2 w 22 PGTO130 _C PEASeros I I � I EXAMPLE CONFIGURATIONS - — `— - C_OV_FIGIJRATIONS NOTES: 96-MAX TESTED WIDTH= I � 355•TI76'rLd 9E'HEIGHT i)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 3U0-1N' 12V HEIGHT POCKET CONFIGURATIONS'A L El1HEH OR 00ni JAMB JJO P PANEL WIDTH Ac ., LOCATIONS USING DETAIL 9vr'.'Je.'KW OR Y INSTALLATION, PER TABLES 1-3 ,� ,Y+.. EXAMPLE:4-PANEL )CXX IN POCKET O XCTCONFIGURATIONONIGUI?A CAN BE pXXXXp.pXXX.Y OR XXXXp.Ox'XX IN POCKET CONFJGUJtA770N CAN BE OXXXp. 1 •. ' l I w In ',y to Ia 2]9U' o &135-CORNER CONFIGURATIONS CAN DE A COMBINATION 17 a III WTI 9 MAX.UNIT I I_ I `` l3 I`zisS OF ANY 7,STRAIGHT CONFIGURATIONS. HEIGHT, 1= s ly � GW OR 120' 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 'X'=OPERABLE PANEL. '0'=INOPERABLE PANEL, POCKET 6-PANEL CONFIGURATIONS f—DETAIL LETTER MAX.UNIT WIDTH ------- �W=1YCOD CR,lSE7Al INSTALLATION =; c=CONCRETE INSTALLATION NOAt.PANEL WIDTH : - - L—SHE-ET NUMBER PEit TABLES 1-3 i� t �t a1 DDLLOO IPIIEIDIGTHJJT==NDOOR UNIT H E IG HT - 1 0.125° PANEL HEIGHT DOOR UNIT MIGHT-1.R65" HEIGHT MAX LINR PER TABLES 1-3 7-PANEL CONFIGURATIONS PRODUCT REVISED B�i1EingryCodo lh th.Florida Nod-No. 17-0420.12 MAX.UNII WIDTH •-- ERplratlonoam02Jl72020 NO LPER TABLES 1-3 UU t3 1 ey �. rowan-oaao.aal.ci comrof pal llf a MAX.UNIT HEIGHT PER TABLES 1-3 I I 1 fu i / r lia pinuuq i u �t1Y CYlyp / 7 - 8-PANEL CONFIGURATIONS r ,i I 3 A:' Na,5578$ ' ,n7a9Ea wa:vcrrrvc %�.i\••. s4TEaF ;�� N a—n r—� EKAMPLECONFIGURATIONS '%FS'•:��mo?.: 1910 a9a rfA9 p c` a aurccs r n sw r:l. w"yK9�8 SERIES 770 ALUM_SGO-LM IMPACT L NALIENG` A.LWv Ouux P.E. .w ipnare - sca7ro SNTS 3�" PGTDl30_ C REa SLIS 1 GLAZING DETAILS-(G3,G3A,G4,G4A, 7116*NOIJ. I'NOK 3116'tLs GLASS--\ 3JI0 5 GLASS 90,2VB .090, 3115' SGLZ_ HS GLASS-74 318 Al SPACE 3ilWIG ASS- CID a3 E-MRIOR GLASS GLASS 314'NOU 2 1 BE I I BITE GLASS BITE R 54 54 cl, I. 7/16'LAMINATED GLA TYPE G3 7/16"LAMINATED GLASS,TYPE G I"LAMINATED I.G.GLASS,TYPE G5 9AG"NOM. 9116'NOI1.- - T"Nom. 1/4'HSGLASS 1/4-tLSGLAS - 3116"HS GLASS 74 74 3116*IISGLASS 1/4'HS GLASS 114-iLS GLASS- 1116•AIR SPACE- 74 b 62 114-T GLASS PRODUCT REVISED J' 7J7J7JE 4 I11 (� E A. V 3141,1010. nth-0420.12 do GLASS "c 314 NOW No�.. 17 GLASS 2a72734'Nom. E.pl.flD-t.07J1712020 BITE a 1311L --- GLASS BITE B 81 -0 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE 1"LAMINATED I.G.GLASS,TYPE G5A GLAZING NOTES; 'AW*=ANNEAI EDN0.68705 HEAT STRENGTHENED "r=TEMPERED SEE SHEET 15 FOR SPACCR DETAILS. 'PVB'=.0 90.TRQSIFOL'PVB BY KURARAY AMERICA,INC 'SG"=.C9tr SENTRYGLAEP BY KURARAY AMERICA,INC. GLAZiNG DETAILS R, A SERIES 770 ALUM.SGD-LAI IMPACT `'`kTS ZTS kTS Ad 4 22 PGTO13a c P.FA i GLAZING DETAILS(G6,G6A,G7,G7A,G8&GSA)1 1'NOM. 7/16-NOM.- -' 1'NOM. 311 G'ANN GLASS 3I75'HS GLASS 3l16"ANN GLASS ��,09J'SG .090'SG AS 3116,HS GLASS .090'SG 3115'ANN GLA 31W AIR SPACE-- 74 3/16'ANN GLASS-\ 74 318'AIR SPACE- 74 ;J16•T GLASS 3/16-TGL/tS5- lA ` e31 � J '`,y \L i 3'A•NOP.1. EXHEA R I 3GLA55 '24.tz7 314'NOM. tzs-t. GLASS a BRE �-- GLASS LAS /� EXTERIOR BITE CxTmon BITE 54 1"LAMINATED I.G.GLASS TYPE G6 7/16",LM,IINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 t-NOtd. 911G"NOM.-- I-- I,NOM..-- 3H6'HS GIASS- - 114'ANN GLASS—, 3116"ANN GLASS-`I ,09Lr SG_ -. .090-SG-t i 3/16'HS GLASS .090-SG ]/ 3116•ANN GLASS II 5/1G-AIRSPACE- 74 114-ANN GLASS 5/16'AIR SPACE--I 74 1/+rGLASS-. `' 1/4'TGLASS- PRODUCT REVISED a I �� \ � �_`\ g I 6 0 euiiaPIYin9 wilh the FlPNtla .y coax i --3,4-NOM. h� N6A-No. 17.0420.12 �f 3/4'NOh4 Exlew GLASS 3/4'NOS. e.vl.uIIon onto OYH 7/2020 tli.lz] I GLASS GLASS RNE - f—= E%TERKIR ; HISEXTERIOR 19 -�� 91TE 6lami-Datic ProOucl CPn4o1 -54 1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.G;.ASS,TYPE GBA `` ttttll1rr77j7 GLAZING NOTES: "ANNANNEALED - -HS'=HEAT 51 RENGTHENED A Gt 1� / - SEESHEETISFORSPACERDETAILS. %O BiKf�OF/. (v` T=TEMPERED -'l` A/0•=.090'TROSIFOP PV9 DY KURARAY AMERICA,INC. nN7FGmVto077nmYr'=.090'SENTRYGLA9'OY KURARAY AMERICA,INC. LAZIN ETAf S•I G GD Lr.SERIES 770 ALUM.SGD-LM IMPACT ztl sca77o NTS 5 ?2 PGT0130 C vtswra .11t fmtat4 1 r,,og,.rsau"..0 �- ��__... ' TABLE 1: TABLE IA: Design Pressure(DP)and Anchor Quantities Required, fdaxfmurn OP(aratl sizes- SM Height to May.(+)DP (total]approved configurations on Sheets2&3) +801.60 psf (Water Inb'tralicn Rating) Fm came.-n trepv an:nm5ge on 170•or t35'comarrerita,see sleezt t} M ) Sil(RSer HeWht (Nay Ae l/rr/led Tea:'e fA Dear Unit ghi (Fiat.,so x,sea (+)Design Tat^a des to C-Iass TYR"s 3, P—,ir'e,Pef 67' G' BD" Se- Sheet 17) 3A,5,M.7.7A,a 8.8A and —Cq7/B-OLU 73.718'OLO 70-�181 DLO O-ii9'01.0 FWsh-t-1R' see note 3 the SlaelAstrsOal Types 4h,rvm Lon-2-0; •46.87 betas A-ha•GrceP Anchor Group Aneeor Group Alwhvr C,reup Me4cn1-3-1/4' +60.0 A ( B C D A B C O A B C D A 8 C D Mqh-4' +W.O 1T HeaYSl1 G•1 t G+t G+1 G+1 G.1 G7+1 G+1 C4:s1 Gs1 C4+7 G+1 G•1 G+1 G•1 G+1 —1 SE—NOTES 1-3M 24 CLO JsrnS a 1 8 6 8' 8 8 8 e 6 B e B e 8 8 0 PE 8+7 6-7 8.7 fi+, 711 7+8 7+8 7+8 7+8 7+8 71e 7+8 7+8 7+8 1 7+0 7+8 _ 27 Y.exNEYI C4+1 i G•7 G+1 G•1 G+1 G•1 W+7 G•1 G+1 G+1 Gr1 GN G+1 GN G+1 GN 0 30i DLO Jamb _ D { d B __8 e 8 8 6 tl_ B D d 8 B 8 d P-haak - 4.+ 1 41 8.7 6+7 7+8 7+tl 7+8 7+8 i.8 T+e 7+b 7+8 7+0 T•8 7+8 7+8 Heasfaal GN G•1 G+1 GN G+1 CA+1 G+1 G+1 G+1 G+1 Carl G+1 G+1 G.1 G+1 C4+1 2S f LA Jamo 8 8 fl 9 8 8 a B 8 6 8 8 8 8 8 8 P4wbk 6.7 E7 B+7 E? 7+8 Y+e V7+8 7+8 7l8 7xe 7+8 1 7•e 7+8 T+8 1 7+8 1+8 II 35' HeadlSill 01•1 G11 GN G+1 G+t G+1 G+1 G•1 G+1 G+1 G+1 G+1 G•1 Cd+t C4+1 GN OH LENGTH 4--- DLO Jamb B 8 8 8 B 8 8 8 6 8 8 d 8 6 8 8_- P41aak 6.7 fi+7 6+T 8+7 7.9 7+6 7+8 7+8 7+8 7+8 T+b 7+8 7+8 7+8 7+8 7+8 0 41' HaadlSgl G•2 G•2 Gr2 G+2 G+2 G+2 Gls_ G+2 G+_2 G+2 G•2 G+2 G+2 G+2 G+2 G+7. = O OH P,AT1021 Or Jamb 8 8 8 e B 8 a 8 8 8 6 8 10 B i b 8 = O DLO _ _ P-hook 8.7 6+7 8+7 6•7 7+8 7r8 7+8Y+a 748 7-8 NB NB 7+8 7rB 7+0 7+6 C j FOR EXAMPLE ON USING TABLE,SEE SHEE 1 a. _L 1_ NOTES: OH LENGTH off RAno=- 1)POSITIVE PRESSURES IN 7M1[1 ARE BASED ON Tllf USE OF THE 3.7/4'SILL. OH HEIGHT 1)WHEN USING THE 2-171'SILL,POSITIVE WATER OP IS 46.67 PSF MAX.WHEN USING THE 3-14"S(LL.POSITIVE WATER DP IS 60,0 PSF MAX WHEN USING-11Ill 4'SILL,POSTT IIVE WAT Lit DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGEU}SEE DLO WIDTH= TABLE IA. NOM.PANEL W)DTI I-7- 3)e.3-1/4"AND 2-1&SILL HEIGHTS ARE TESTED FUN WATER INFILTRATION WHEREAS THE 1-11T SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NUL.REQUIRED.MAX.POSfI'P/E OESIGN PRL83URES SIIOWN IN TABLE 1 MAY DLO HEIGHT= PRODUCT REVISED BE USED WHEN TI IE DOORlR PROTECTED RYAN OVPRHA.NGCOMPLYING WITH THE CURRPNIT IT.ORIDA BUILDING,CODE(SEE DOOR UNIT HEIGHT-10.125" as Ptvtna with lna Flodaa ADJACENT DIAGRAM),THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. auaaaama cone 4)SEE SI IEETS 1014 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMIA-.10N. PANE:.II):IGHT= HOA-No. 17-042D._12 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN RFOIIIRED. DOOR UNIT HHIGHT-1.868' errPlratlon Daro021 712020 O JANB ANCHORS ARE SPLCIFIED AS THE TOTAL CUAN7ITY,DIVIDE BY 2 FOR PARS TO BE INSTALLIm. ---'- bDamt-o--;mro'('duct tinnirm Inlrllad P-hook rorksllle h7 Jemb 5�lght Astrapi wd bled 90'Artragal tcc16Ule(^s 135'Asvagat LrMs6lew ASsemblY Stralght Astragal Assembly 90'Aslragal A—bly 135'A ,tgal Siamardst3n SWudard3lila Standard Sllle Slandard5tile Standard Stile Heavydw+y Stna Haa 1Auty Sr'le 11—yduty Stge Hearyduty Stir Standard AttraP 4 Inside Oatxlda Co.—,, Canine �� \\lrll tlllll/rr una r FeLig ld c '!CZ ,IZI -�{` eorrrcn onside Insomer' I �Amer _ ��•-: Part 361(Sn1e) Part C61(SICeI tf me.ss7a 'to Par:asD Isnlal 4u9(GatJ 10 Part CLO(x2) Put CLG Part afA Part 4fi0 Pari NllB(Cbrner vart Par6 931&432 Pin CSl - Pallv6Y(Astragal) Part C120(In.) (Com fl Fxd MounO _ :OT STA7 U :•wlt/:IU101'£CI6,'Ot.-GriaE OPAMDANCHORAGE tw0amisao _ S'OAJ... con,a armtcsrse SERIES 770 ALUM.SGD-LM IMPACT rlllAlLnt" •if KQd:r C RE-11sw ta8Lf:1. n m..ww rr � ., wr - �` JR ia1a14 �— ""'rt°'r'„� h sca77v NTS r 6 r rA I PGT0130 C a.Lw e-Da- I I i TABLE 2: � Design Pressure(DP)and Anchor Quantities Required,(for an approved configuralinns on Bheets 2 8 3) Maximum DP for all sl2es:4601460 Fnr ewrer astragal a^.Mwrege cn 9(1•m 135'cone•wB:.,see Nle.l 11 (Mar De H,hO EY fact 2A) Ibm UnR F!ei91:i I. lade apples Ic Glaaa Type^.4,1A. B BC' _ 96' 1pT 1C8' 71W B,BA 7,lA,8&BA ant the GB-716.010 -TSTlB'CLO 79718•ULO 65-T18-OLO tit WIT D U 4r-rIfi GLU 10Y71B'ULO 1C9 Tn1'ULfj- Se:NAM,r .Tym.sham Ecba:. Arrle:r Gmup Mcnm G_ 1'.'.fumlp _ MCMr Cam¢ Nelcr Camgi MCOw GmuP ArrM_r Gt.up Mstmr CNUP A R C D A_ B C D F B C D A E C D 0 C 0 A B C 0 A 9 6 0A B C D -17. 11e.4ISJl W1 U•1 rgsl C'•1 G•1 G•1 .1 G•1 Gf•1 Ge G•1 t%.1 G11 C4.1 G•t U•1 G•I G•t Gi.t G+1 G•1 •1 G•1 G.I G• G•1 G•1 G•1 G•1 WI G•1 G•1 71 Dl0 :amb _ e 8 6 B 8 B B E 8 8 8 B B d 8 9 10 10 10 10 10 t0 f0 to 10 10 t0 1D 10 10 -10 10 1 P4waK 6-1 6+7 8.7 5.7 7a6 7.8 ]•N 1. 7.a 78. 788 7.8 !18 7.8 ]18 7�d 8�9 8.9 6.9 8.9 8+9 8.9 Sig e•9 9•Id 9.10(9•0 9.1D 9.10 9•f0 9•IO 9+'0 W.ws'. Of.l G•1 G-1 G•1 G•1 CI.1 G•I'G•1 G•1 G.1 G•1 C4.1 G.1 CW C441 G•1 G.1 G.1 C 1 C4+1 G•1 G•1 G•1LG_1 G•1 G+1 G•1 G-1 Grl G•1 CA.1 G•1 2P mpD JamO 8 8 B 0 8 e 8 8 a 8 B B 8 a fl 8 t0 /0 10 t6 10 10 10 10 10 to 10 10 10 10 10 tU P`.oat 6•% 6./ 8.1 0.7 7.8 7.6 7.2 7.0 7.8 7.B 1.8 7.8 7•F ]•8 7.8 7•5 a-9 B•91 B•9 6-9 B•9 e•o 8.9 8.9 9.10 9.f0 9.10 9.10 9.10 9.10 9.10 91:0 HeadySlu WI G•1 G-t G.1 G•1 G•1 U•1 G•1 G.i G+1 G•1 GN U•1_U•1 G.i W+t G•1 G•]G.1 U.1 G.f GN U.1 G•i G.1 G•1(G•1 G.1 U•1 G•1 CNt G•f H 28' 0.0 amE 8 B I tl 8 8 8 8 8 9 B 8 8 B 9 tl 8 0 10 10 10 10 10 10 f0 10 10 10 f0 10 10 10 S P4usk 6.7 a•7 1 6.7 6.7 7•8 7.8 7.6 7.8 7.8 7.8 7.0 7.8 7.8 7•9 7.0 7.3 8-9 8.9 B-9 8.9 8.9 B•9 a•9 8.9 9•to 9+iG P•1.9+f0 9./0 9.1.9.10 9.10 y -_Hcedr6m W.1 G•1 G.1 G•f LG-1 fJ.•1 G•1 G-1 GN G•1 -.1 G+t G-1 G+I C1.1 G-i G.1 14.1 G•1 .1 -1 G.1 G.1 Ci.t G+1 CS*1 6.1 G•1 G•f i <T ND )b 5 8- 8 -8 -8 B F- B 8 B a 8 n 8 11- 0 10 10 10 10 10 10 10 10 10 10 f0 10 13 f0 10 10 P-lu4'< 6.1 8.7 ti•] e•] 7.8 ]•8 %•1 1 7+8 T.8 7.B 7•e 1-8 7-3 7.8 7.8 T.a 9-9 8.9 8-9 8+9 B•9 8+9 8.9 1 8-e 9.10 B+1G 9.10 A.B.10 9.10 a+i0 B•r0 S Pza4Kd U•2 U•21G:2 G.2 G•2 G+2 G.2 CI.3 W2 G.2 G•2 G.2 G•2 G•2 G•2 G•2 G•2 U•2 G•2 G.2 C5.2 C5+2 G+2!(:1.3 C5.2 CS.3 GS•2 C5.2 CS•2 C9.2(:5.2 1�.2 4S IlLO Jamb 6 8 1 8 8 8 B 8 8 tl_ 8 B B 10 6.. R 8 _t0 _10 1C 10 10 10 10 10 12 10 10 10 12 10 10 1. PJwck- 6•] 8.7 NI 6.7 7.0 7.8 l.8!T+9 7+8 7+B 7•a 7.11 7.6 7.8 7•i T. 8.9 8.0 .6-9 8+9 8.9 6.9 9.9 B�9 9.10 eHC 9•t0 9.10 0•t0 0.1019+10 IN70 IW.n Sl.l W2 G.2 G+2 G•2 G•i G•2 G•2 G•3 W.2 G•2 G•'_Gf2 G.2 U.2 G.2 CA•2 54'I Wo J b 8 8 6 e 8 8 8 It 10 8 e 8 10 a e 8 P-IrooN W F.T '6•i t1+7 l�9 1•8 T•B 7•C l•a T+B %•8 Ntl i•8 7+8 Pe 1.8 Not evallable 10 these SIZES IkedfSBl G•2 G•2 U•2 G.2 G•2 U•2 U•2IG•2 C'-2 CN2 G•3 G•2 G.2 U•2 G•2 G•2 eo• IkU JamE 8 ! 8 8 8 8 8 a f0 B B 8 to d 8 8 F4mok 6.7 6i7 F•7 6.7 ]•8 7•B 7•B •0 7•e 7•e 7+0 ]•B 'r 18 7.tl 7•e 710 FOR EXAMPLE ON USING TABLE,SEE SHEET 6. DLO WIDTH= NOTES: NOM.PANEL WIDTH-T 1)POSITIVE PRESSURES BV TABLE 2.ARE BASED ON)HE USE OF THE 3 174-SILL- 2)WHEN USING THE 2-112-SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114'SILL. TABLE 2A: OLD HEIGHT= POSITIVE`NATER OP IS EO.D PSF MAX.WHEN USING THE 4-SILL,POSITIVE WATER DP IS 60.0 PSI:MAX Sill Height to Max.(+)DP j DOOR UNIT HEIGHT-10.125 1 (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Wale:hNuallo,Rating) -i' OH LENGTH 3 4•,3414-ANO 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1.1YY PANEL HEIGHT= Sill Ri.nrll6i9hi ' SILL IS NOT AND MUST ONLY BE USED'NHERE WATER RESISTANCE IS NOT RC- 1).MAX. (•)Oesi911 � DOOR UNIT HEIGHT-7.8E6' (Flat or BPK,sea w POSITIVE UL-SIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN TI III DOOR IS PROTF-CTFI RY Pres_'psi _ O OR RATIO t 1 Stc0117) O PRODUCT REVISED AN OVERHANG COMPLYING WITH THE CURREN r FHC(SEE ADJACENT DIAGRAM):THIS CONDR!ON IS i ......lyin0 With the Florid, NOT RA1 ED FOR WATER INFILTRATION. Flash-1-vY see rote 3_ O u1A-N.eoao 4)SEE Z51Il S 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMDEDMENr INFORMATION. Lw�-2-12' _ +48.67 -. NOa-No. 17-0420.12 Motion!.3-IN +60.0 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Rin-1' +60.D Expiration Data0211712020 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE 9 OH LENGTH INSTALLCD. SEE NOTES 1{3 OH RATIO=OR HEIGHT mjamj-�dLT aucf comml THE FOLLOWING STILE&ASTRAGAL TYPES STALL BE USED FOR TABLE 2.SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETNI S. Interlock P-nook Inckslile 2lamh Straight lL•tragJl Lookstile@ 90'Ast,ae LorkslileED 135•ASlragel 1n:ksti e@ Aszes+Ny StraiehtAstry;al Asscmhly 9WAttragot Ably 135 Astragal ilear(+Wty Stiles Neasjduty S;tle Heayyduly5tila Hrafy llulY5111e Ileary-d1.fy Stile Deaw-duty5lile Hea!-duty Stile H-W-dulyStile Hcvy.dam Stile Standard Astragal 1n51 e O6tdL•C.m Out _ Come 17 Cancer r u ., ' QNY LYrYN A9j I115itlC L corner OOIJde a �IG6NgE.!(4! _ comer No.58705 -- -- Part ri6l(Stilt.) Yarta6l(S6le) Par18319(Out) Part aBl little) _�.: Pall O61(K2) ParI P61 Pan a61 fart pQ(Alhag xocci ai) Parl RGi Part A 118 vcr)(Corncr 1 Ya19120(h14 ICorn.Parts 1131 932 Pari t6l = ti- dl'_ - - - &Fad Maunt) rONTEGMRI1CGYpnNE r✓ ..(1- N.u[y,9cEn�z7s c- OPAND ANCHORAGE - ':,tcs'••:?,oR1Dr-:G�2�: a crn7.oraunlanse C_� l SERIES 770 AL UM.SGO-LM IMPACT rS��NAL E�11 Jk 0:.0".✓rl �C nI:VISFJI TAWt{k[AH)wil fX- V. LY 11 �J'- ..e•y,.r rs.- w -I•+ A. M6(�mI. -•n- -- a on 5cu77o N75 7 >n a...a PGTO130 C PI.M70 JR fafara I i V TABLE3L TABLE IA: _ Design Pressure(DP)and Anchorgtlangges RequGed,(for al(approved configurations on Shoots 283) f.Iaximum OPshowllbefow Sig Heigllf.to FW comer esrragal-t-r..on 9 V ar 13S'emner unite.sea shoot 11 (r.7ay he 11n fled by Table 3AJ (Water hr111reTm Fatmq) D_Urn Retold W�; "t Table efplu to G;etd 7ype3 4.4A, BP a4• 102. tC8° (+)rAslgn . See 6,6A;7,7A,8&eA and the 69-N DLO TS7f8•DLO 7-71E-DLO I6'D O 91-718'DLO 97.718-DLOPressure,{st SltldAsiraeal types sflervn b@ev. McberGmup ArrcbCrG(Ctm Arbor GrBrp h" rGroup Anchor_ Gmp An4ror GIOL 0 .0 D A 0 C p A B C U A B I G O A B C D A 0 C D '- 5e2 np;e3+/-970HmCSBGl.t C4+1 G�1 G+1 Ghat G+1 Gat(A+7 G•1 G+t Gai C4+f Gal Get G+1 G*1 L4+7 CSif M1 CaN GN GN Gi+t GN 14' +Pq.DID J6nb fl B B BB BB10 10 100 •90.0 P hook 6+7 6+7 6+7 6-7 7a8 7+8 T+B 7+B 7.6 T+8 7+8 7+8 7+8 7a8 7+8 7a6 B+9 8+9 B+9 T W9 8+9 B+9 8+9 8+9 S NOTE$f 1 Das.'9n Presses i/-90.0 ps/ a14T25 t +1.75 0 pc! �„ J' Heed1981 Gai ci+i G;)G*1 G�1 Ga1 C:+1 Gai G+i WH GN C4+1 C4+1 G+1 Gri Get Gal Cut CM7 Wf7 G+1 G+1 G+1 C+l DLO Janb _ B IB 8 8 _8 8 B B 10 _B B B _7C B_` 8 (I 7C 70 10 10 Ill 10 70 10 Plnok 6*7 6+7 64] 6+7 7+fl 7a8 7ae 7+8 7a9 /+tl 7+8 7+B 7»8 7+6T 7+B 7+8 Bag 8�9 8+9 6M 6r9 8.9 0+9 BM - Dns.§nPressure +F90.Opsr +18 5per +!•T30 psr 29• Heatl.SEE coat L4+1 G+1 G{.-i C/1-�Gl+t Gal coat CA;t C4�7 Oi.l C4+1 ci+t C5+t G.1 G.t CS.t c611 C4-1 Wa1 L73+t CSf1 C,I C41 ' OlD Jamb 10 B B B 10 B B 8 10 B f_B e iT 10 B 8 12 10 f0 10 10 ill 70 10 ``` 5 P-FvW 6.7 6a7 0+] Ea7 7+B 7+H 7+f1 7+9 7+B 17iB 7+B 8+9 Bag Bag 8+9 Bag 6a9 819 8+9 Br9 8+9 Bag B+9 o 'McSyl PlBssuR 90.0 AV +1-825 psf +1178 0 Psr 3' HesdlSlC G+2 Gf+Z C4+2 G+2 CA +2 2 C5+1 CS+T C5+2 C5+2 CSa2 G'+2 C5+Z C5+2 CS+Z C51Z(CS+T CSa C5+2 C5+2 C5+2 Cf. OR LENGTH I+ o PLO Jab ___70 B 11 8 1 It B fl 12 10 B B _12 10 8 8 12 10 f0 70 12 70 10 10 ~ 2 P+�ok 7»8 7+8 Sa9 7ae 7. 7+8 7+8 7t 8+9 8+9 B.9 a+9 B'9 Bag 8r9 &9 8+9 Bag Bag Ea9 Big 0+9 ea9 m I De 9g Plessma sy-90.OPsl - See 1MeA +;.02.5 If +/-75.0psf = OO� OR RATIO>_1 �• 41' _H�ttl1501-_L5+2 C5+2 G»2 Gat C5+_CSa2 C5a2 2 C5a2 CS+;W+T C5+2 C6<2 Cb+T 2 C512 C6a2 Cb+2 C5.2 C°+2 C6+1 5s2 L5+2 C:'2 2 ip ❑CO Jsnb 70 8 8 8 t2 B fT 10 S 8 14 12 8 e 14I2 r0 t0 71 h0 f0 10 O P-hCoh 7'e 7+B 7+8 7te 6.9 B+9 B+0 da9 B+e 8a9 8.9 8a9 9r'0 C+10 1G.9N0-2 9a10 9110 9+10 9+10 lIa10 9+10 9+10 L_l NOTE A H-90.0 PSf FOR GLASS TYPES 4, 0.6,6A.7A,P&BA;+1.87,1 FOR GLASS TYPE 7 NOTES: -EXAMPLE ON SHEET'g OH LENGTFI 1)POSITIVE PRESSURES 7V TADLE 3 ARE BASED ON THE USE OF THE 4'SILL. 011 RATIO -- 2)WHEN USING THE 2-VZ'SILL,POSIT IVE WATER DP IS 40.57 PSF MAX.WHEN USING 71IE 3.1/4-SILL.POSITIVE WATER OLD WIDTH= OR HEIGHT OF IS G0.0 PSF MAX,WHEN USING THE 4'SILL.POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES MOM.PANEL WIDTH-7' UNCWLNGED),SEE TABLE 3A. DLO HEIGHT 3)4',3-114•AND 2.112-SILL HLIGHTS ARE TESTED FOR WATER INFILIR\TICN WHEREAS THE I-W-SILL IS NOT AND DOOR IGHNIT HEIGHT•10.125" PRODUCT REVISED MUSTONLY HE USFn VMERF.IVATFR RESISTANCE 1S NOTREQUIRED.AIAX.POSITIVE DESIGN PRESSURES SHOWN IN mUCT vE IS Florida TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA as cocado PANEL HEIGHT = BUILDING CODE(SEE ADJACfMDIACRAM);THIS CONDITION IS NOT RATED FOR WATERINFILTRATION, HOA-No. 17-0420.12 4)SFF SHEETS 10-14 FOR ANCHORAGE_SPACING,EDGE DISTANCE AND EMBEDMENT INFORAIATION. DDOR UNTF11F:1GHT-LQEO' ' S)DOOR S17F TO COMPLY WI'H CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. ex I.tioe Bate021172020 6)JAMB ANCHORS ARE SPLCtT1EU AS T7;E70TAL UUMRIIY,DiVICL'8Y7--FOR PAIRS TO INSTAI.1'rn. By rm5mi-n:: i.`,oda«co�troi- THE FCLLOWING STILES ASTRAGN.TYPES SHALL BE USED FOR TABLE 3 SEE SHEETS 27&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS_. - -- Interlock P-haok lubelle lamb St A%Z1ragal ighLAn@ 90'ASUaFr11 loc:Ytil¢pB 135'AstraBal Loclsfifo 4il� _ Assembly SVaighl PSUaxal AscemblY 90•Astmedl Assernbly 13V Asiraeal Neavy�tYSfilrs Nrary dufySUlo Jloa1,,Wu;y510r, Heavy-dijly5fer HI yduly5Uic Iitav�dafySlde Hrarydery5tlle � HsaW-duty Stiie Hcnduty5tde Heavy duty Astragal Outside(:omtt,. Outude Inside r,=��I_y�,cl.-AJ--_Ttf, CnTeri C Mr - i •> y s\\\fl r llr Ir_ Inide r Inside Ctnnef Cnr ,rr, OulOd¢ \ :svC1��•rJ''�I('FXy•-^'9��'v. On- Ys 1,61(11") Furt 0G1(Sti1eJ _14:� No,sawsP S Poe (SdICJ Part FLL9(Ou:.J - I Part B61(r2) Farl N61 Pan9G1 PartB68Asna I Part 951 ParInT18(c..... Par6u31&tl32 Part C61 _ - ( Ca) V,U4120(h' j BeceNer) (Corn.&Fxd Mount) -� u-�)T^,,�..._Y•'_ '1a STA7 fPTECIPpIHiYA.9,VE - O a vvecasam OPANOANCHORAGE ';cS ��goa.: ar ocmn7 c rmvrseDlnalPJ.AOBenEwtvrl= rFneoFAuncsmx� SERIES 770ALUM,SGO-LMIMPACT ioNALEN�'\` JR 1Nf0/H -_ 3 50GJ70 NTS 8 a-- 22�pPG7t119O (�• AIYP.Y59RSP1_ I I NO FRAME -9"Pe P-HCOK ANCHCP,AGE CONSISTS OF: _��- -'"- SEL-"CS°CLUSTER SEE —V (�� 'u�10 (9)P-HOOK ANCHORS, SEE •CLUSTER � MAX.UNRWIOTII --- 'DETAILS,SIICCTIO ( t' ,REQUIRED�2i (PURPENDICULAR TO GLASS_ SEE ti5'CLUSTER DETAILS, FOR ASTRAGAL SPLICF 'DETAILS.SHEET 10 FOR REOUIRES'C(V SHEET 1p FOR IM[RLO'K NOTE, f J EXTERIOR PLAN-)SEE TABLE 2,SHEET 7 INTERLOCK -� 24'MAX.O.C. POCKETS CLUSTER EEE THIS AND 48•NOM. DETAIL171R ET N SHEET '•_-� SEE POCKET (IU)P-HOOK _.__ „ PANEL WIDTH / r x 1( _ JAMB MOUNTING _ v "' k-- '— s•Rux 1 •1 INSTALLATION. ADAPTER THIS SHEET ANCHORS MIDWAY o L-TMAX z :-&SHEET 14 13E IWEEN P-HOOK �h� ' 4 PAIRS OF u) -.-%• ANCHORS&ATX =t-RAME 1 ANCHORS f •- °) �� FROM TOP& 14'MAX D.C. I DI x ANCHORS 9G' (TOTAL A , :� } BOTTOM o� I o UNIT x 21•MAX. ANCHORS) _ O.c. { 4.057' MAX.TO OPENING c I 0-P-HOOK HEIGHT PER JAMB EDGE OF POCKET STF; •'��n ,,�� Q (SEE JAh1B ® I t"I q.MAKOC ANCHORS l INSTAI I ATK)N n I I Z DETAIL DETAIL S'JC&K'c s iA I I { 1n D=P-HOOK BELOW) END PANEL SHEET 14&PART 3 m i I i MOUNTING ! _ ANCHORAGE DETAII S'J'&W. It II D, rMAX ADAPTER 2'r MAX;'! `Y (2 ANCHORS) SHEET 19 FOR Pi'N lJ I ANCHORS -x O.C. I P-1100K ENO PANEL '.2° ANCHORS END PAN9.� fi•MAI., M1VCI IOMGE ISRF. ANCHORAGE KT';`_�.. ANCHORAGE ` 2• SKETCH BELOL'A(SFF.SKFTCHEF.LaM `-vT '2' ✓�•: AliOHOPAS,V fCENTERLINE 8"•u.•TY'. ._ ANCHORAGE ANCHCMGE ANCHORAGE ANCFORAGE OF PANEL 1 _ _ 2.p4' 24'MA)(. EXAMPLE:SPANO.9 TRACK 90'OUTSIDE CORNER-oXX1J(XO-EX1.MOUNT POCKET ANCHORAGE!'LAN:_ O.C. I i4P'x96'MOM.PANELS,ANCHOR GROUP C IV CONCRETE SUBSTRATE(SEE TABLE 3,SHEET 8) _ I 8° SPLICE NOTE: ANCHORAGF EXAMPLE COTES: NUN-SIHUCTUItAL 1 1)APPROVED ANCHORS:SEE TABLE A,SHEET'1 END PANE-ANCHOR EIICEPTION,••1•AACHOHAGC O`YY ) ANCHORS MAYBE ADDED 7 I 2)ANCHOR LOCATION SPACING FOR ANCHOR nsrN:ce mNtu HEADAS OR SILL ALIGN THE t • I OUANRT>rS SPECIFIED IN TABLES I-3.SHEETS 6-8: -austmrO DE-�I T HEAD OR SILL IFA SPLICE_ ,16• ( CENTENLINEOF :ro.anHl Fxs 21. , OCCURS A7 THE P-HOOK NGM i INTERLOCK HEAD 8 111.8. I I,:A'MAX.FROM FRAMF CORNERS. MAX I PANEL SEE'C5'CLl1STER USE SPCCIFICD CLUSTER FROM APPROPRIATE TI_—_..._' UO , I I PROD..awEn B . `.^AD7H -DETAILS,SHEET 1C TAM IS,S.METS G 0 AT T:ACI I INTERLOCK AND _ ` e�ia'my c•a• I FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, NOA-No. L7.042D•72 ANC:KN+anrnRcmx-.!mtoFfnnP.vvr'!snrsrawr 5 - PLUSSPECIRECOUANIIIYOFADDITIONAL REO:1R'_JIF 1H£oareSTAw ro rHE NFn aNrraH 1 ewpi-fi-Oate021`1712020 2'ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. cANsltxsOVFR^r,OTHFRwusF N:a1ORSN.FNOr t._ ADDITIONAL ANCHORS 24'O.C.MAXIMUM. REQJSEDAT THE M1Al£PAN AS FER THE FCIMEASOVE G h1AX. NL'aml-Did"P _•. CENTFJ7L/A'E -JAMBS&P-HOOKS:G°MAX.FROM BOTTOM.21°MAX.ANCHOR PAIR O.0(JAMBS),14'MAX.ANCHOR 1 OFPANEL2 O.C.(P-HOOK)UHLILING ANCHOR QUANTITIES MOMAPPROPRIAIE IABLES,SHEETS o-8.SEE i 2-1 RACK P-NOOK ANCHOR OL'1'AILS ON SHEET 14. FRPME-_JAMB '-2'ANCHORAGE ANCHOR PAIR REQUIRES SFE'Y°Y CLUSTER END PANEL CENTERLNE CENTERLINE 'C6'CLUSTER,SEE OF DF.TAII-,,.SHEET IO OF ANCHORAG�- OETAILS,SHEET 11 FOR ASTRAGAL l2 ANCHORS) p- '1 �INTtRLOCK —OF ANCHORS) 1»- • I MAX. GX RIOR U-- CENTERLINE .fa•ANCIIORAGE� I-- rFmTFR1,INE`~ •+2'ANCHORAGE--/ _CENTERLINE =s}:' ND•58705 L.*= I OFPM'EL4 � OF PANELS 1--OFPANEL3 -_ -SEE SI IEET II FOR OIHERIMERh'EDIATEANCIIORS �•� S0 Si ANCHORAGE SPACING&EXAMPLE PLANS A(• :�USli% C c COIOlF[:l£OLXAl4'fF:rl)U'W.rEDAvp101tVPIUIS SERIES770ALUM.SGD-LMIMPACT K ., O/yALE`N�``�� ai�er.cr ccem�ro::n \�J19 m. aw Fwn. . AL11lL�l.I1LLEN.FL Fa, rorwanoeF...c srn.no NTS 9 +-12 PGT0130 G PF..e SA]OS JH iR%0//4 Au iaanam..cnc? I •I AS(RAGALOR {SPLICE LOCATION ASTRAGAL OR I(rOR SPLICE _ ASTRAGAL OR SPLICE LOCATION G'UWG• 2.04- i I INTERLOCK-7 IF NEEDED INTERLOCK--.CONDITION.USE INTERLOCK'--IF NEEDED 2.04' CENTERLINE r CENTERLINE 'Co'CLUSTER DETAIL) CENTERLNL' _ OIA 1.75' I ---)3.5' IA F ft 7.75 6- G. MAX D L 1 1 -- 0 -J 4 A.G. 21- 5.64' MAX I I 3.5'-- 4•DIAG.- --7' -! 1 EXIERICft 7• E%TErJO.R f �. E)(TEFIUN 3.5" O,C. 1 I L r 7 ' 6L� ` 2-TRACK FRAM1fE HEAL7T5!LL � 2-TRACK IPAh9E HE/lU!SIU. V 2-TRACK FR1MF.HEAD/SB_I. ! I �1 S.W � 9 ASTRAGAL OR INTERLOCK L.I.ASTRACAL OR INTERLOCK �ASTRAGAL OR INTERLOCK T--- 1 (; i (USE WHERE 4 CLUSTER (USF lhM11ERE 5 CLUSI ER ILI E WHERE 6 CLUS TER I AMEJA - FftAUE JPA �i - ANCHORSARERE(1lKRED,'Cq� ANCHORS ARE REOUIHLU,'CSj MlCHORS ARE RFOUIREU,'C6') .ANCHOR PAIR 6•MAX I' ! 4-)RACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6•DIAG. FRM.IE JAN,B LOCK-- -IFNEEDF� JNTrRLCCK-j COND1710N,USE INTERLOCK•-}"IF NEEDED I I E abR ANCHOR P' CENTERi.I CENTERLINE I'C6'CLUSTER DETAL) CENILW-INE J� 3.5' 2•w' E3.5' 3.S- 7'` ANCHORS MAY BE INSTALLED _ - - ----------�,_, -T I 21• EITHER IN THE Exr.OR INT. 4"DIAG. I MAX I TRACK(INT.SHOWN) .. 4.00' r{. - ..-. 4 j8" 1 O.C. I - �- L NOTES: � 5_64- '.ALL DIMENSIONS SHOWN - - 7' { I ARE BASED ON MPI. EK12d(:N ++II EYTE?l� 4'DIAG. "Ma 3.S' - ---_ ALLOWED. \�rT7( 0•MAX. � 4.FOR HEAD OR SILL SPLICE i V 3_TRr1CK FRAME INTERLOCK V 3-TRACK FRAME HEADISILLERLQC �7 _6_5TRK FRAME HEAD/SRL LOCATIONS/ANCHORAGE AT (USE WHERE 4GAL OR CLUSI E CI( Cd AS F WHERE 5INTERLOCK @ AST WHERE 6 JNVERCLUSTER OCI( P-1IOOKSFE SHEETO. (USE WHERE 4 CLUSI"ER (USL•NA(ERE S CLUSTER (USE WHERE C•CLUSTER � 3-TRACK FRAME JAMB + ANCHORS ARE REQUIRED,•C4-) Mac)IORS ARE REQUIRED,-05-) ANCHORS ARE REQUIRED.'C6') ANCI IOIORPAIR PRODUCTREVISED (FOR SPLICE FOR SPLICED , lcl II with the FlorieA ASTRAGAL OR �$PLICELOCATION AS7RAGALUR ASTRAGAL CH ( oulialn0 coeo INTERLOCK IF NEEDr:D I(FOR SPLK,'E CONDITION,DO NO COI.IDTTION$ONLY: NOA�,. 17.0420.12 INTERLOCK- INiERLOUC"-i 11$F..THIS DETAIL) SPLICELOCATION E.pl-u-Ome02H7/2020 COI4DiTIU`l,U$F. CENTERLINE CENTERLINE CENTERLINE 11II _T 7� 'C6'CLUSTER DETAIL) IFNEEDED -7• 3.5' mim4O4ae rrod6et eomroi" -� ' 2.0.1• ---- - _4'Dw �0. 2.04' 4•DU1G._ _ _ 2.w• _ - =i-.- 204' _ 5 37'DNG. _._ -. 'f I4•DIAG. _ 4.G9 L- _-4.OIAGr_ _ -_ _ ; - I _.,._ 2.M' - - Ilnnlrlrq IX'EI.R - FXTFJ4CR ,_ y EXTERIOR - -3.T t �nT -T- rT�1 -7'- 3.S --- 10/ 4-TRACK FRAME HEAO/SILL V 4-TRACK FRAME HEAD/SILL V .1 TRACK IAW.E HFAWS&1. � � •.p j L-ASTRAGAL OR INTERLOCK f�ASTRAGAL OR INTERLOCK „Jr ASTRAGAL UR INTERLOCK i NA.'8705 -_ (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REOUIREU,'W) = w^ _ ANCHORS ARE REQUIRED,'CT') ANCHORS ARE REQUIRED.-05-) WITH B WITHOUT SPLICE CONDITION =� r''1rJ ` )' '117- a; r %1m0iEfJN(ILOGYCNhF aM*+ ;O,n•.. STAieop K VF^•c>_R.M i ANCHORAGE,EXAMPLE CLUSTERS %°S"``P.?!0.^••'��'.' �"^- cxRrerum rcas SERJES_770_gLUM.SGD_-LMIMPACT lVAL JR 04T.'✓f7 C NO fXlJ1G_`-S.0 5NtET. Il'Itlll` JR�O/iO4 1 -�_`-.I� A.TYr41 ML1LR r.G. t °j �srut;70 NTS f0 •22 PGT0f30 C r.c�saroE I I I { 2.04' 2-04' inrERZR 2.U4' /\-4' '.I'ANCHOK MA:m INTEWOR 8.94' 4'VLAG. 3.51 3.5' 6.12, 7' H-:9 %NMWR 4'DIAG. 6.12" CENTFRLINE g.c I ItTE� I.TM- 011 4- IAG. C DTAG. 3 4' 4- "+2'ANCHOR 2.0 P..w 7w ExEnORI 2.04• tYT m.! - 8.94 93*CORNER 90,CORNER 135*CORNER 135'CORNER 2.04 4'DIAG. 2-TRACK FRAME HEADISILL 2-TRACK FRAML HEAD/SILL 2-TRACK FRAME FRAME 2-TRACK FRAME HEADISILL ME W1-IERC 4 CLUST?R (USE WHERE 5 ORB CLUSI ER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER 5' '—CFNTERLINE OF PANEL ANCHORS ARE REQUIRED,-R4D ANCHORS ARE REQUIRED,"9T) ANCHORS ARE REQUIRED, ANCHORS ARE-REQUIRED. 4.03"- I INTERIOR 4.01r '.1"ANCHOR '-3"ANCHOR IMIE 4' mg 7.41" go. 7-1 ........ 2.w 4'DIAG. 3 3.5' 4.08, 4.08' 7- 11 7- �Lu/-D A5-' i T37'0 OAG. � -NMRLIMF CC CENTER1 IRE OFPANEL 4- 3.5' OF PANEL 2-TRACK FRAME HFADISILL 3.5' 3' ON INTERMEDIATE ANCHOR LAYOUT '-2"ANCHOR 7' m0q 7' 4' ALL 1.COR R 135'GURNER —RIM VIEWS -7T 3-TRACK FRAME HIEADISILL -TRACK FRAME HI ADISILL ('M-ANCHOR CLUSTER REQUIRED CCT ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) AT ALI.3-TRACK CORNERS) PRODUCT REVISED � mplyi,qMth M.Florid, Suildi INTERIOR2.OW4' — NOA-No. 17-0420.12 2.114' 3.5- 1 -1 .12, li CENTERLINE aplr fl..D.t.02117/2020 4- lF... 5.88" OF PANEL 35' 1 2.04" L '*3'ANCHOR 0,4- 7' AU 4" 6.12' 4.138' T' 4- 2.04* 3.$" 4' IAG. 3.5' [XTEXTFMOR 4' Elown GENTECENTERLINE�—OrPANLL _BC 135'CORNER 2.04' r A-TRACK RAMEHrADISIll 4oTRACK FRAME HEADIS L� -TRACK FRAME I IEAD/SILL--_gLr— 4 Z 58705 (-CW ANCHOR CLUSTER RFOUIRED tTA-ANCHOR CLUSTER REQUIRED IN -RMEDLATr ANCHOR LAYOUT AT ALL-0-TRACK CORNERS) AT ALI.4-TRACK CORNERS) NOTES: (3-TRACK SIMILAR) 1.ALL DIMENSIONS SHOWN ARE BASED ON MINUALIM ALLOWED. 2.DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE NyEMCERiCTb r ANCHORAGE,EXAMPLE CLUSTERS IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. SERIE770 AL UM.SGD-LM IMPACT a --li" m— NTS 11 22 ff;'I IWJWN r INSTALLATION DETAILS i EMBEDMENT.SEE TABLE A,SHEET, CMBEDMENC SEE TABLE A,SI IEET i IN.OF 3 THREADS tlEYONU EDGE DISTANCE: I E;DGF.DISTANCE; SEE TABLE A,SHEE F 1 SEE TABLE A.SHEET 1 EDGE DISTANCE: TI O:METAL SUBSTRATE SEE TABLE 11 SHEET 1 ezf=wux j1 �f2-1/16-'71M1 l It•�-= 2•i/t6'• 21/16'• NOTES: a 1 _ MAX --1-=-. 1/4' _ -___ 114' 1.ALL DIMENSIONS II MAX. MAX. SHOWN ARE BASED SHIM Lx?S'a0? `_•_ `- r SHIRT tx7Erww it 1 L jI' pp .= p SHIM 2.MFON N.HALLOWED. I SEE!ABLE A. `I p I I!! I+lli SUBSTRATES MAY BE -4 0 I e �•' UIIED FOR ALL FILVNE SHEET 1 TYF ES F 2XWOOD WOOD ANCHOR TYP, 2X WOOD /WOODANCHORTYP., METAL TYP, SMS ANCI TYP., S TYP.,SEE ANCHOR -SEE ANCHOR NOES TYR.SEE ANCHOR L SEE ANCHOR NOTES SEE ANCHOR SL'E ANCHOR NOTES ryEE SPERTAELE A, I NOTE 3,S)IE°T, RTlJ91.E A.SI{EE'T1 NOE 3.SHEETI BTABLE A,SHEET NOTE 4,SHEET &TABLE A,SHER, 5. 2-TRACK FRA:;E_HEAO 3_TT9ACK FRAME HEAD 4TIWCK FRAME HFAG 'DIAGONAL O,C.IS .WOOD INSTALLATIOfJ fir: 4YOOD INSTALLATION �METAL INSTALLATION MIN 4•(HEAD&SILL) ®`-- ON 6-(J.AME)SEE WOOD ANCHOR TYR, 2X WOOD WOOD ANCHOR IYP., 2X WOOD SMS ANCHOR TYR, METAL TYR, DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOES TYR.SEE ANCHOR SEE NCHORNOTES SEEANCHOR &TART E A.SHEET, NOTE 3,SHEET, SEE &TABLE A.SHEET I NOTE 3,SHEET'. SEE &TABLE A,SHEt F, NOTE 4,SHEET, I SFEANCHOR 0 ANCHOR p ANCHOR to _ c T OF 3 THREADS BEYOND NOTE 6;SHEEf 1 NOE 5,- U NOIt 5, S THE METAL SUBSTRATE (114`MAX-' SIT-ET 11� ��'�7' f .--- -- -� (1/4-MAX.) rxr . _ 1 (1/4•MAXI- ti lq r�F-fll At"�S rnzm 1� C@j--{.._ EXTF.RNBi, EMBEDMENT:SEE FK EF IABLE A,SHEET I z-v,u 2-tnm•• �— --.- EDGE DISTANCE: EDGE DISTANCE: ? EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEC TABLE A.SHELF 1 EMBEDRIEN 1 SEE TABLE A,SHEET 1 ERIBEUMENT:SEE TABLE A.SHEET 1 J 2-TRACK ERfdAE SILL 3-TFLICK HLUAE SILL 4-TRACK FRP.ME SILL ink, WOOD INSTALLA TION 1NOOD INSThLLA710N �iE.�RIETAL IN=.LgN.ON' EMBEDMENT:SEE TABLE A,SHEET PRODUCT REVISED••`r-"mot ' - —� .- 9-. Ith Iho Floritla EMBEDMENT:SEE.. ow-xo. 17-0420.12 TABLE,A,SHEET 1 f :` .I EDGE DISTANCE• ' art' 1 __ SEE TABLE A. E'pirat"'oam D2Y17/2020 EF.lf1EUMENT SEE f_ t I METAL TYP., i SHEETI By ' �t, BEE ANCHOR oa3o"u'�t ca'i.ol'- TABLE A.SHEET I'1 5; EDGE DISTANCE- R1timC NOTE 4,SHEET 1 7 EDGE UISTAhtiE: I SEE TABLE A, -- I 2X 41'O(>7 L �1 SEF ANCHOR- t1U h SEE TABLE • 1.' I YP., A' '1YP.,SEE"ANCHOR :�11, S ET 1 ;TOTE 3,SHEET 1 I�r SHEET 1 NOTE 3.SHEET i I ��. .'L-'Iit6" SMS AN'CI IOR TYP., �'`•' SEE ANCHOR NOES i WOOD ANCHOR TYP., t ll l B TADLE A,SHEET'r i SEE ANCHOR NOTES-'j+ ? WOODANCHORTYP., �'i irl '�- N 8 TABLE A.SI MET I ,1�,1 SEE ANCHOR NOES• ` MI..OF3 itll if '!�' Lp'eziex av r I FJ&p>T_rAuoBwL E a,SF¢ET r THREADS ?M. OL MrTA0 T 1 fE •��9 NN�'��,� ``.�„�a EN ram{ 1h4-R9AX.SHIM--^I I-.- 3 114-MAX 5111R, I---i v SUBSTRATE IW MAX.SHN9 r 1 7F:• No.was '.77 E 2-TRACK FRAME JAMB �t=-Ar 3-TRACK FLi ME JAMH 4-TRACK FRAME JAMB O�w WOOD INSTALLATION U YJOOO INSIALLATICN METAI INSTALLATION Ll`ice �'.. ;1 ;0)Ii Tif.YMA(W,FIINE awm. ------- .. .'�•, ST{�B 1:'(!/� NveWc�rtsarr.�uai icm:.41a5oN7 Cvcm g a,x.o uevnisrrrssrra �xx'er'c"s'FA"'u�'yµ,„m'°,.>aSe AN,C.4N'ORAGEDETAI-LS SERIES770 ALUM.SGD-LMIMPACT `AL.rL!-ttw LALLL14Et wScwlo NTSa` ;U w.PGro130 C s870 Nf•.C.�. `- I i I ' INSTAL ION DETAILS EMBEDMENT:SEE TABLE A.SHEET I L'MBEUMENT;SEE TABLE A,SHEET I NOTES: EDGE DISTANCE: EDGE DISTANCF: TALLOrMENSIONS I CONG EDGE DISTANCE:S5E SEF.TABLE A,SHEET I CONCRETE SEE TABLE A SHEF,T 1 SHO'v1N ARE BASED TABLE A SHEET I CA R-TE ON MIN.ALLOWED, PER TAB E PER ABLE Z-1l16'• PER TABLE 2.1I15'- V4',.1G- A,S EET 1 1- A,SIT 1 �— ` _. A.SHEET 1 ._. 'SSIAC.ONAL O.C.lS mrt `I.• ':-: .•�': .I '--- SH161 M1IIN 4-(HEAD B SILL) .� - - OR6'(JAM8)SEE U7 Df-TAILS.SHEETS EMBE 1EM: + • �114' E [Al L Af4• E%TEAL:A { 1 SEE•I' - _ MAX. ( AAX i 10 8 71. HE ET 1 SHIM `] SHIM �- OP_RLYSECUREDIX �CONCRETEANCIIORTY PROPERLY SECURED IX CONCRETE ANCHOR TYP.. PROPERLYSECURED iX LCONCREIEANG110R lYP.. j IWD BUCY TYP..SEE SEE ANCHOR NOTES 8 MOOD BUCK TYP.,SEE SEE ANCHCR NOTES S WOOD BUCK TYP.,SEE SEE ANCHOR NOTES 8 NGHON NOTE 3,SHEET 7 TABLE A,SHEET I ANCHOR NOTE 3•SHFFT 1 TABLE A SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A SHEF_f I AFy COlRACK AD NCRETE IF F T10N ec AD CONCRETE INSTALLA?SON CONCP,C—ET�INSTA ATION CONCRETE ANCHOR T YP„ PROPERLY SECURED I CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 7X SEE ANCHOR NOTES 8 WOOD RACK TYP.,SEF. SEE ANCHOR NOTES 8 WOOD BUCK TYP.-SEE SEE ANCHOR NOTES 8 7 WCOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE.3,SHEET I TABLE A,SHEET 17 ANCHOR NOIL"3.SHELI 1 TABLE 0.SHEET 1/ ANCHOR NOTE 3,SI IEET 1 SEF.ANCHOR SEE AW HOR I SEE ANCHOR NOTE 5,SHEET N E 5• 1 NOTE B 1(tf4•MAX.iy.._ S.E!7 I _ R�rrcr-Lf. SHtE7IZ _ ,--y -,�- OwI L,I4 TrL,X, I +a I E%TGi1011 E%I AK1R t 1- :•I• F%TERIOR( .1/16'• _ 7 B' -. 2-7/15^ .. PFR TABLE 2 1/1 S EDGE.DISTANCE: _ \I "CONGR EDGE DISTANCE:. y CONCRL TE EDGE DISTANCE•. 0.SHEET I , PER PER TABLE SEE TABLE A SHEET 1 SEE'IABLE A.SHEET 7 SEE 7ABLLA SHEET 1 EMBEDMENT:SC£TASLE A 51 1 A•SI IEET? ASHEETI EMBEDMENT:SEE TABLE A SHEET I - [kJ7EAMENT;SEE TABLE A SHEET 1 2_TRACK FRAME SR L 3-TRACK FRAME SILL 4-TRACK FRAME SII I, `c CONCRETE INSTALI A110N CONCRETE WSTALLATION CONCRETE INSTALLATION EMBEDMENT:SHEET SEE ABLE A PRODUCT REVISED 1 1 )_ c mvR�ln nh Eno No,ian osuilafoy code 17-0420.12 Eh',BFDtr1ENT:SEE .I j 1,•.I NOA-No. TABLE A,SHEET l EOGfl OISTANGE: 'I �vlrauon oma 02JI71202o ( EDGE DISTANCE: PROPERLY SECURED C�.I aEC THOLE A, L6IBEDML'NE SEE _ 1 CONCICaIU ANCHOR ' � SP.F.7AALF..A (I I :I SHEET? uv� .•7; _- �-�L A 1X WOOD nUCK TVP.,_ eniam�-u�daTr`oa,.cleonirol' TABLE A.SHEET 1 TYP.,SEE ANCHOR { SHEET 1 SEE•ANCHOR NOTE 3, PROPERLYSECURED -•�1;• • EDGE DISTANCE: NOTF.587ABLEA 'I: SHEET? Sr 7ARI F.0. SHFFT 1 1XKIOODBUCKTYP..--- 2-t116" 7 I' 1i1-. SHEET 7 - jI 9-try6•• SEE ANCHCR NOTE 3. i. -- t: CONC.ICMUANCHOR , SHECTI �- ( + (- TYP..SEE ANCHOR CONCJCMU ANCHOR il( - 2-1116-` PROPERLY SLCURi.D NOTES&TABLE A, ~ 7XYJOOD DUCK TYP., SHEET 1 CONCRETE 'I YP.;SEE ANCHOR I -�� SEE ANCHOR NOTE 3, ��•,:i ............. +.++I 1 I i H I I r CONCRETE 1 R CMU i N0TE58YABLfA c --I CONCRF.[ SHEET I .. -OR GNU - PER TABLE ��`�l),.-.....••��'r,�' _f_Y i'OA ' SHc'ET1 ' -:"� PERTA13LF_ R_ •�.I [1(iEBIOK Y _ OR CM yx mnR �� v I A.SHEET I :a- 3f'•�C L II PFR TA LE - A SLEET 1 V 114'MAX.SHIM-�11-- A.SH 1 1f4'MAX.SHIM--•-�F-.- ,i _ Nu.bH765 1114'MAX.SHIM �- �2-TRACK=RAbIE JAMB 3-TRACK FRAME JAM1IB3— AN E CUNCRE.TElCMU INS ELATION CONCBgUCMU INSTALLATION �f INSTALLATION. -P•' yllb i�� uoo rcovxuocrrzmti �,t�_ 5'�TE bbFF NVQ+rccaxvs CHORAGEOETAILS /wrl+�rm .� nNAL E L°nww_•It i No novir,Es nus rLEI. e>ear. a SERIES770ALUM.SGD-LMIMPACT Ilrrrr+l+� r �J >Yn'm,romn r^�"-^• `"" a"�w .-- ALYNN NRIER Irk awc o.R - .uo-m N75 13 22 PGT0130 C r.Esszras i i �I I i f INSTALLATION DETAILS NOTES: --- I-ALL DIMENSIONS fTtAP.1E.IAMB SHOWN ARE BASED REQUIREUASALL _ ,' 2.693'MIN, ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SLL TO PHFVENT :• --..DISTANCE 2.FIGURES ON THIS WOOD FRATAING TABLE A,SHEET 1 11-1 IOOK MOUNTING ADAPTER WATER SHEET ARE FOR INFILTRATION .- CONCJCMU ILLUSTRATIVE _ WOOD ANCHOR TYP., PURPOSES ONLY.SEE _ ANCHORTYP.,SEE TABLE.A,SHEET I PUR SLl ANCIiOR NOTES EMBEDMENT: ,`--- �8IABLEA,SIIEETI 2a, - /'ANCHOR NOIE58 - TABLE 0.SHEET 1 ALI.APPROVED 'SEE I'ABLEA (ALSO SEE TYP, �`` '-- SUBSTRAIES. SHEET 1 2. ILLUSTRATION.SHFF.T9) 1-S/4'MNN.EDGE DISTANCF. DISTANCE:SFF: 3.SEE TARES 1-3. TABLE A,SHEET 1 EMBEDMENT: -• .t_�.. ' 28 I r1 SHEETS B�FOR ' �_. v REQUIREDP•HOOK JJ SEC TABLE A, _ P-HOOK MOUPfflj 26 - I SHEETI ADAPT Ea CONCiCMU MOUNTING HOOK Lam, CIiERbR MOUNTING ADAPTER FHOOK WOOD ANCHOR TYP., I � ANCHOR TYP.,SEE ANCHOR QUANTITIES. SEE ANCHORNOTES ..,�L P"ITOOK A.\CHOR NDTEB STABLE ALSO SEE EXAMPLE CONCRETE OR R TABIFA,SHEETI EMBEDMENT:SLE A,SHF.FTI ONSHEET9. GMU PER TABLE ALSO,SEE NP. (ALSO SFr P. 2.693'MIN. A N SHEET I TABLE A.SHEET 1 ILLUSTRATION,SHEET 9) EDGE DISTANCE ILLUSTRATION,SHEET 9) QP-HOOK FOR USE WRH FLAT SILL RISERS P410 FOR USE VITTH ANY SILL RISER A'r PARTS N18,N20,K22 UR_�'14 PARTS N10(I'LD.N22 OR N2., WOOD INSTALLATION L'll"Ll WORMOUNTSHOVINI. CONCREMCMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 7A,2AA 3A MAYALSO BE INSTALLED IN (SEE TABLES 1A,2A 83A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FORWATFRRATINGS) EXTERIOR CANDTTION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-1 TOOK R10US CONCRETE OR EMBEOMENCSEE ADAPTER CONCJCMU EMBEDMENT:SEE ApAFTER SINS TABLE A SHEET 1 ANCHOR TYP..SEE j NOTE 4,SHF:F.71; CMU PERHABLE TABLE A SHEET-1 ANCHOR TYP.,SEE 1--- ANCHOR NOTES 8 TABLE BEYOND YOND 3 THREADS - A.SHOGi 1 BEYOND THE R'ETAL ANCHOR NOTES I A,SHEET i ..11 TABLE A.SHEET 1 (ALSO SEE TYP. SUBSTPATE � EhitlT LNT: :j PRODUCT REVISED ILLS(SEE TYP. ILLUSTRATION SHEET 9) as mplYing"I1 1Ne Flcd4a SFF TABLE A ounaigg coae ILLUSTRATION, - 26 EMBEDMENT: `�SHEET 9) SHEET 1 L-. „a NOAt+o. 17-0420.12 SEE TABIFA. EDGE DISTANCE:SEF - .AyJ e•vhamnoam0211 Tt2020 SHEET 1 TABLE A.SHEET 1 ,.II; 1-114-V IN.EDGE DISTANCE Is '" _ � 3C MIamFOadc ProOuct Conlwl C �.�'T O'/`/� P-HOOK SMS ANCHOR TYP., I "% -R17R P-HOOK CONCJCMU / 1 ptTEBLOR SEE ANCHOR NOTES [- —j-I ANCHORTYP.,SEEJ �I 8 TABLE A.SHEET 1 - , _ _ C7 ANCI NOR NOTES 8 THOLE LE SEE TYP. 2.693'MIN. A.SHEET 1 _2.693'MIN. ILLUSTRATION,SHEET 9) t— -EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 9) , ,�I1lunrgr P-HOOT(FOR USE WITH BOX S61,RISERS r E4100K FOR USE WITH BOX 5111.RISERS _ r��EE''77�� PARTS l"FO N2.1;N23 OR N25 I�PAR'TS#19.021#23 0_R p2;, �`��'R;-�icErrs f•;!� METAL INSTALLATON EXTERIOR_ CONCRETE INSTALLATION EXTERIOR �•QT. �. (SEE THOLES IA.?A 83A MOUIJT (SEE TAilLC51A 7A87A MOUNT Np.592o5 •'•P; FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY - . :��•.. s11a1eoF ,�dal, r0)O rELanato::rumvc - :CC <UTDA N lddt>:P�MIs ANCHORAGE DETAILS `'•SS G�,�`� ISJNltalcw I `'r TONAL EN`` tea. -- cERroAgm�mse U-XSERIES770ALUM.SGD-LMfhiPACT U Ott�•es auw erc A scnalo MS 14 •22...�. PGTO130 C P.t>•eenu JR�low!a -------- CONFIG.EXAMPLES MAX.UNH� HEADER DFTAIL'A', WIDTI7 MAx MAX.UNIT SHEET IS;INSI Al I Al ION NOM.PANEL WIDTH OETAILS'All'&'Ad. DLO TYP.PER TABLES 1-3 NOTES:, SHEETS 12&13 WIDTH II INrERiD9. I 7)SFE SHF-ET I7 FOR INDMDUAL -J E%TF.iX1R PANEL CONFIGURATIONS AS APFt ICABLE.SEE DPIANCHOR _ PANEL. I PANEL \ TABLES.SHEETS"FOR MAX. PANEL TYPE TYPE PANEL CORNER DETAIL NIT, PANEL HEIGHT AND WIDTH.SEE TYPE •QS' 'AS' TYPE HEFT 19&CORNER SHEf:7S I8&19 FOR SECTION MAX UNIT ANCHORAGE SI If_ET 11 '1 DETAILS AND SHEETS I2-14 FOR NOTE. HEIGHT IMERLOCK DETAIL INSTALLATION DETAILS. PANEL 1^ PANEL ¢ MAX Jl1DTH 7Yp. i / CLO PER •1.1',SHEET 19 ^.)(1)LOCK(ITEMS TO&107-I tC)AT HEIGIIT SEE PER / HEIGHT TAMES ExTF.RXM iFFI EACH I OCKSTILF.,LOCKING INTO JI TABLES 1 3 M �`— KEFPER(ITEM 103)AT KW,415 JAMB (IRASTRACAL. JAMB UETAIL'G3',SHEET ,.)PI EASE SEE APPLICABLE X 18;INSTALLATION DETAILS J ASTRAGAL&W7ERLOCK X x 'GY/8'Gc'-SHEETS 12&13 CON'BINATIONS PER DPIANCHOR TABLES. _— DLO WIDTH=NOM.PANEL MOTH-7' j SILL DETAIL D.SHEET 18; IT, OLD HEIGI IT=DOOR UNIT HEIGHT 10.125- INSTALLATION DETAILS EXAMPLE;90"INSIDE CORNER,4 PANELS-XX/XX PANEL HEIGHT DOOR UNIT I ICIGI IT•1.866, 'lhv&ne.SHEETS 12&13 SILICONE IIOI IdlLTDUM STRJCTURAL SILICONE STRUCTUPJ,L SILICONE BY OTHERS POLVISDCUMENF 114'NOM. FOAM.- 3r1G NOEL WITH OESICUNT OFSICCAtri EXT.GLASS EXl.9-ASS— C.1D x 1-112' R8 X 1" PH SIAS f� �/1/J J j'�! ,�; PRODUCT REVISED PH Sh7S\ I / �� a omplingwilr,the Flo,W LA a INT.CSS \...PR.CLASS euii,lina Cptle MOA U KODISPACE 4SG TPS_ SUPER SPACERONXT' E p°^ri^^°^moy�7no2o ALUMINUM Mfnmi-OaA Product Gonlroi /—RE:NFORCEMENrT POLYISO- DCSICGWTFILLAREA PANEL CORNER eurvrENE .. s'ctlGu FRAME CORNER s 1cNc L7 SFJd. DETAIL DETAIL fiUTYLh q SRICOIIE SEAL DESICCANT FOAM STAINLHULL-ESS smn i FOAM STAIh1J:S5 STCCI •\ EYT.CI ASS Partx Description Material EXT. ^/ �'%l/ ��LIr•Irr,rrr 124 KOrtIRleltirg 45G TPS Spacer System //' :� q:.•••••ry ' 125 Ouanex Super S r paU(i vrith Hot N;elf Bulyl See This /1: �.= �/ �'��=L��S�.'�i��': 126 Ouancx Culnseal Spacer cer f Sheet fir �� v1T cLA(SS INT.GLASS • ��f1 Materials �A•: Nu.5S7U5 t27 canlmal p FDpe Spacer in OURASEAL©SPACER ! XL EDGE'"SPACER 'Yt RF-FFAFNCE TEST REPORTS:FTIA717.SWA x OV/V �� — -� Z'�` -' vA � �f7. 0 STA K F� ANCHORAGEDETAILS/FXAMPLEELEyATIO er. cc ,coagrx SERIES 770 ALUM.SGD-LM IMPACT I .ei a4uYrr c Noaur:cEs ryas she cmm,q�w °e1 ALYMV a1LLFIL PL ' .rH<lmrona �mm�a sco-no NTS 75 •22 n.+., PGT0130 C p.Ex Srne.: i I r CONFIG.EXAMPLES INTERLOCK DETAIL rOR ALL DETAILS ON THIS SHEET,SEENOTES ONStittl 15 M',SHEEr I9 OPF.FARLE JAMS DFTAlI'G:C,SHEET IB; _ --� _-_" Q. r—INSTLL; AATION DET'Ar S'GW&'Gd.SHEETS 12&13 I ED JAMS DETAIL'G2'. ASIP.AGAL HEADER DET•AIL'A',SHEET HEADER DFTAIL'A',SHEET 18: MAX HEETIB;INSTALLATION -Dt1AILS'L7'& 18;INSIALLATIONDEJAILS -INSTALLAnONVETAILS'Aat&'AC, DLO fT DTH JAMB DETAIL'GT.SHEET DETFiI S'G.(&'Ge. L2,SI IEET 19 'A:Y&-Ae,Sf IEETS 12&13 SHEETS 12&13 -� . 18;INSTALLATION DETAILS SHEETS 12&13 _ _ (� 90° _ - ,^`�•Gvi 8'Ge.SHEETS 12&13 -ram_]� PANEL PANEL PAriEL PnNEL ANEL •-- 1mTYFE TYPE TYPE TYPE TYPEPAVEL•• •PANEI.TYPE TYPE N INTERLOC'I:DETAILMAX. 'CS' 'OS' MAX V.SI ME.T 19NOi+I. UNIT iUNIT PANELHEIGHi SILLDETAIL NOD. HEIGHT 90'OUTSIDE CORNER 'WIDTH TYP. PER •D',SHEET 3' PANEL % PER DETAIL'N7'.SHEET 19& h1AX PER SEE TABLES 78 PAAI(.�' V/IDTH TYP. 1 v SEE TABLES CORNERA.YCHORAGE I DLO TABLES IJ NUlE 2, 73 INSTALL OLD pER --- -NOTE 2, 1-3 SHEET I7 HEIGHT SHEET 15 Hr.IGiTr SHEET 1G i ) DETAILS j TABLES �+TFA.OP. O X X X SHEET�'3 �% L kXtFIlIt1N NOM.PANr1( Y .tip X W10rf I'rlP N I - PER TABLES ' EE rRAMr&1 MAX UNIT WIDTH--1 I 1-3 Imo'-•.--- _..-..� UNIT WIf7TH PANEL CORNER SILL DETAILED'.SHEET 18;� -MAX UNIT WIDTH MAX- CONSTRUUf1oN EXAMPLE:OXXX INSTALI.ATIONDLTNLS i DETAILS SI ICET 1S (2_TRACI<) 'tN!&Vc',SHEETS 12&13 EXAMPLE:90'OUTSIDE'CORNER-XX(XX(2-TRACK) I JAMB DETAIL'I7',SHEET 18; ASTRAGAL D-TAILS'LT& INTERLOCK DETAIL ,SHEET I9. INSTALLATION DETAILS 1L1& IT SHEET 19� •'1 INTERLOCK DETA'L'hT,SHEET 19 'IC,SHEETS 12&13 ,(1 HEADER DETAIL'C,SHEET HEADER DE TAIL -'18;WSTALLATION DETAILS JAPJD DETAII,'112'.SHEL-T RSI001(DLTAIL'J'8'K',SHEET 'W,SHEET 18; —�— 'Cl'/&'Cc',SHEETS 12&13 1R;INSTALLATION DETAILS 19;INSTALLATION DElAILS'AJ, INSTNIATIUN JAMB DETAIL'1Y,SHEET 18;INSTALLATION 't Nl&Tk',SI IEETS 12&13 -id,K"&'KC,SHEE1 14 DETAILS Rvl R'Bc•, DETAILS'IvJ&'IC,SHEETS 12 R 73 -- SHEETS I2&13 PRODUCT REVISED as complyinge fviN,tAe Florida I-�--MAX.UNIT WIDTH h1Ax UNI I''WID a l -- eul zu con �� NOA No. 17-0420.12 J.• I I e.prrason uato02(1712020 PANEL PANF-L PANEL PANEL i PANEL PANEL PANEL PAh'EI- TYPE TYPE TYPE TYPE Y TYPE TYPE TYPE. TYPE YP •F 'P' I rd;aml-pa,fc Plwtuct coatroi,R' t, V .1, .MAX.UNIT NOR a; 1 I NOM. MAX. N . IIEIGHT PANEL -. I J I J PANEL -T ,UNIT PER - WIDTH TYP - fl 1. Si // WIDTH TYP. PFR f TABLES MAX. SEE PER 1 SIFF. MA)L PER TABLES 1-3 DLO TABLES 1-3 I DLU TABLES 1-7 1-3 u H 1 NOTE 2, H NOTE 2,EtCHT SKEET IS i SfIE�T 15 HEIGHT — 1 ............. - — - �------- x x LY o x . 1 •�cul�:�JlC�"s EXAMPLE:OXXXp. SILL DETAIL'E'.SHEET 1&;f EXAMPLE:XXXO SILL DETAIL'P.SHEET 18; J _st i No.53705 13-TRACK,RIGHT POCKET) INS IALLATTONDETAILS (4-TRACK,BY-PASS) u INSTAnn0NDETAILs SHEETS I2&13 'rtd&'r.',SHEETS I2&13L{ t�.I- ra>dTEtlCraOGYtLN/E :O,n•. Sr TEO N A�naus EXAMPLEELEUATIONS I tutLasartaa m. b' ^a•" o r ar�m sszzc3s SERIES 770 ALUM.S - IMPA dNAL GO LM CT 111 i,trt••��`` orcspr K'° a,✓riB V .._ .._.. _._ +.v�wra Xl+ —,v rwva•: ro:, a+ rWn Ai.TNN L4I�R P.f_ JS eL41NN seaTn �N75 YB •22 PGT0130 C rF.a ss;os I I I I 1 [ PANEL'S RIGHT STILE TYPE -�l hSIRASAL naTRAGaL INr COMER aT COMER E%r COSH-R •M WPNER -XT COMER NTGUM71 PANEL S,NQE SINGE FM'rD LOCKSTILE ASTRAGAL ASfNAOAL F%T CORNER IMERL(Y]( WTFSLLOCK. STCE V.'+IN,NDIE PDX OUT RpXW tlC%OUf 00XW 9aL(X:KaTlC aO LOCKOTilC 9a RECEIV[R 90 RECLNEN"RECEIVER iWW-NOLER RasIANDLE TYPES EAL N WIMNOIE W/H MF N:'HANOLE WIRWOLE W,'HANDLE /f 6lE w HA JLE YdFN gLE 4. t na mtn 031 �c}r not � •fIIj t� 'C,� -Y�' a� � 'tiT:� Rom-). ,j�j"-- iT'. �qi �`'-T`� `�'' JT"'h • ¢ u � j� elzo`, alis.. �I f,arts ri L aa✓ ss j. sal.) _ �SmR E K� E n � � �. F j PP K '_ L TR TQ TC TA ! : TV TW �. OCK r B E t P A IaCT _C IC SQ SC SA / SV SW FwEO S S i = FD FC FV FW STILE — RR R a`.., - NOKd+P W�a4 . ASi!iAGAI I . tlgX GU7 LR PANEL NOTES: 7:'f HANDLE [� awaanl - J ^' I.SE DP TABLES 13.SHEETS 6 8 FOR PANEL ASTPAG/S A I i t ,1 S72ES R DESIGN PRESSURE. LEFT LIMERI�e _ RIG1fF 2.rANFi.TYPES N07 SHOWN OR CROSSED OFF _ _ PANEL {'� PANEL ARE NOT REQUIRED FOR ANY CANFIGURAT!ON5 'J . STILESI.E t�RICR �^ STILE AND ARE NOT AVAILABLE. 'F ASTRAGAL T U 3.SD'ASTRAGALS TO USE HEAVY-OUTY STILES .uOx Oui ( �� ,%� faaam razram Gist),CORNER RECEIV-R(ft118)ANDETTHER ASTRAGAL. �� T /D PANEL•E SHOWN.SEE TABLE FOR OTHER PANEL TYKES AND EXTERIOR(U110)OR INTERIOR(#120)CORNE-R 1 Lu � - = (l APPLICABLE STILEIASTRAGAL REQIJNL•NIENTS. ASTRAGALS. 1-1 e0r 4i 1 i/ --' 88 'N- 4.136'ASTRAGALS TO USE HFl+VY-GUI Y STILES J -- Wrp..RNUi RT Cl (061)AND CORNERADDON(#31). ' 00 LocXsr.LE - ll J Y1:t1A.•OLE 0T2i-V _ ( J' ... -�(�--'•23r z ExrcrouneR QT QS j SILL RISERS OPTIONS m gO LLlLxsteE t —ii — 1 EQ WII ANLLL aII _ zti _ xrrn na pROODC REVISED Lam''! 232' ��.. EXTEWDR .062• plylTg wlth tno FlOHEa FXT COI,YJER aGt CT �� _ le��l Ettl�� } .�� •r AA9+ guiltling fade t�^RECEIVEq j1-` ,f % ' .0a7 ;T.;1D r' NOA-No. '77.0420.'12 \•lfI IAWLC/,J11_a ti- .+2.555 p PIT CORNER 't\•� 7.S6A 11, j- eXPlrauon omo D2N 712020 t PTt�CE1VER' I AT AS DF //. (I-�:.-1r- .a1z S t�J. 4' A - ! -7} nvami:Oade vioducL eoni'.ol' 1 vxrt;orwEHI'7" /•� �tI 0, 51LL RiSER711- m SILL RISER FIAT T2 SILL RIS=R.FLAT z4 SILL R13EFi,FIAT li01�CEIVER•I -Lr I % 1 CF .i. UFLUSy1-T,1' LOW Ol,SED1UM.&1/4' OHlGH 4' ExT C.OiUIER a31% i " I I r V -- FXTEf+Ic)Rt[ JS lit."t1VEH T. Il .W-Y VII IiANDLE��\ I tl V j F i- ExTERaN c m-1. 1—-'!5U• 1�, ' TNT CCRNER /A�t i' ,/ �''{ .90� / _ �.. W� S.OLS• WS WF �� I `� �X62" 7.]0 S' ................ P!l NANpIE natY/llt .. .. ne- 9.iiS ( 3a. 4VCENSF• SLLC RISER OOX'' 2/ Sftl fi1S[R.00X �T SILL R15ER.BOX (i,5{Lt RISER.OOX _ N.Soo, 'p T FLUS11_�1-1P__ LOW.2-111 MEDNM,3-T{4' �J HLGH.4• _ k- - NOT VALID FOR WATER INFII.TRATION RESISTANCE REQUIREMENTS,SEE SHEETSOF tWD iRJ11fttOGYOWYE OlnD �: ra vracE lT.atzis _ PANEL TYPES '.FS''•-:< `'.,' �Nuo-um '�'•iS�ONAL ENG��`` rta:nam,mo f SER1ES770 ALUM.SOD-LMIMPACT nlllut`` JIf P4U:.1, c NOdfANGLS 11aa SM:7:f. ranAvrfa yn l �y r,�.u,e:.__ ae+ +.n aw.,. 'y hLYP.Sias was c..6*0 r.E.a SaTas ASSEMBLY DETAILS a ;SEE SHEETS 12-14 FCR FOR INSIALLAIION DETAILS) 906 FULL MANE_JAUR I FNGTH nR7� eovrfel tns f4 is FULL LENGTH R t4 LtxK p7 ` _ r y J OFJAMB a BO OR x1 ]5R 10-H• 1 5 BC CR G1 r..`_...-. . - Gt `0�O 4• 2_TRACKJAMB 7 R 10 OS 2-TRACK JAMB (SHOWN .-- - 5 WITH SEE DETAILFIX 0 cur aIGS p G LONG a ( FOR FU(ED 10.5 W/RETAINER-F,'1fIR OPERABLE PTe�g 113'i S -- p PANEL CLIP - LDCK PaRTs I �`(_, AItDSPAN (SHDIN�N WITt! _ PANEL) a ar 75x tOr-ff4• FIXED PANEL TO rL LOCK pnRi SEE DETAIL G2 6 FIRmR IG3 ' 75xtG1-II 103 � f THE INTERIOR) V 113 1 BUJ FOR FIXED 14 JZ,DfTEPoOH 15 ry ( PANEL CLIP �` -- -1� 6GOT 6t 1 ^ 1�FULLLLENGIN tt2 16 NSr�—IA — tr Max `/1 JAMB 40 OR GI 2-TRACK JAMB 2-TRACK JAMB$•4�.%3 ,fl,F%TERIOftLE%TEWOH 11C"iC(L'FUOf: CLIP k800R#105 51 52W/SCREEN tNr RETAWER M12:1 6'LONG p1 TRACK JAMB ,�.3-TRACK JAMB 4-TRICK JA1,10 4 ELT _TRACK JAMB eG 511 (SHCWN WITH HI (SHOWN WITH II 12y(SHOWNWITH (SHOWN WITfI (SHOWN WITH t1105PAN ORP1 FIXED 0 OPERABLE PANEL) FIXED PANEL TO H FIXED PANEL TO OPERABLE PANEL) � Ef6 t THE- ERIOR) �rl THE EXTERIOR) THE INTERIOR) DLTAIL WISI L:PT isEYTERIOR ''-2f SEC UGTNLGCI£IIEfT iS 12t iff Df.T,lIL fM 91FET f5 � ' l:J 5 .^a 511"' 89 � 113 9 69 E%TERIOR- £ FXTERIC.R 1 E%iERIOR53 _ n PRODUCT REVISED A Y - s Plying wiN tna Florida SHOWN WITH F 2•TRACK W/SCRt}TI t�3-TRACK E,4-TRACK R9AX.UNIT NO%ecoao 77.0420.T2 OPT.SCREEN WFRAMEHEAD `�FHA7}E FIFJd7 C t-TiAN,E HFIID HEIGHT PL-R (RACK ♦ TABLESI.3 Eaptranon Dato 02N712020 ANam-Oado Pfoduct Control 53 Gg 63 GB '2\1 r20R 73 (�L�' EXTERIJR . _ r 79 OR'A ^1 72ORTJ 46 t1 113 I I 9 \ 1 46 It t FJ(TFRIfrR 11t - _ _ I - `T 1111111 er11j7j w r _g_Ik1i`��y l5 ..�� -:s ` n"a3-+ °�—_---- c<`NpNN:6Yfp . t(E�1•(RACK WISCREEN (T-5..� 3-TRACK 4_T�CK Q�S LICEN$F (( = QFRAME SILI. ` FWVdE SILL I`FRAME SIR- _yr( No 567f15 '•�=_ •tTEM 61 SHOWN,ITEM GO ALSO APPLICABLE,SEE TABLES _-0' .--. •;*_ 1-3.SHEETS G-3 FOR OP(PSF)ASSOCIATED WITH STILE. =A:L i 1{) - mroTeflauxioorppvL .. •T•., A OF' NVfNC�FC Sfp7J C VERTICAL SECTION DETAILS ry4paa.4tU NAL E T '°"'°' '! cxTrR�nuncez92m SG SERIES 770ALUM. _D-'WINDOW-IMl ,r7 trfrlr•ttt• JR o-`fo:.v IAruttswFs nr;st�rr ( _ c�J1tr 02/L@"14 w%'apt,'; Go-T]o WrNDrn: Nis I6 r 22 PGTGI2y C P.CD eafuS r--.- ASSEMBLY DETAILS (BE--SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 28 ?a 0 63 26 Il 13 63OR6I 11 ;DGH61 So R 1 20 L MWOR Ir"IJI1014 r P-HOOK FOR FLAT SILLS a R-_HOOKFOIF 130X SILLS <7 )Rim V LT.OR EXT.MOUNT ONLY J LOCK GO OR GI L-0 P, T L INTFRLQCK F5f I i13111 'ITEM 961(HFAVY-DUTY t �R S TILEISHQWN,[T.EM#M (STANDARD STILE)ALSO APPLICABLE,SEE TABLES (DSTANRARl)ASTRAGLAI P67 (5HIVEAHVY-6DU APTRAGAL#68. C'�DIC'KSID4 CORNER 20.Lll�§!DE CORNER 1-3,SHEETS 6-0 FOR OP L2 �IT H 5� V7 WITH STANDARD STILES VC10 Y DOYSILES4161 _T A SHOWN (02-TRACI(SHOWN -'ITH (PSF)ASSOCIATED V. EXiiRTCM BOX AS-1 WAGAL SHOWN EX I CRIOR BOX ASTRAGAL SIIO%"N STILES. (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) PRODUCT REVISED ..:,mplyl.g wIth th,F1,11,11 0 �g 31 LOCKPA 17-0420.12 15 8.1 7-il I40A_ Epimti..DaftRW17I2O2Q LJ 5 135' R BY. o:, Q! 135* 9. \�. 37 ZS* SIQr CORNER L" KPI ER 2- ACK§HOWN ?t}r NO.5a705 �E @135*OUTSIDE CORNER 2-TRACK 81 IOWN ST TE T.Ht ORIZO TAL SECTION DETAILS,CORNERS % NAL t 71--,= SERIES 770ALUM.SGD-LM IMPACT H'�I-- �' 71,1— —r!! — —IoltWI4 _j r them PGT D PGTA Description Item w9. PGT# y Dcrip Lion NOTES: i 113W 611306 2TPAOK NCAn G0� 315 a17325 IPAIIEL SiflE es 1)ALL ALUMINUT:7=GOG3-T6 2 17303 �. fif73W 2-TIiACKHEAUWmi SCREENRAL _ 6t 1a126 61TJ26 1'AMELSI4E(HEAWTAnY) 21 ITEMS 933.39.5659,66.78,8409, _.._.. _ 3 IKIM I 6f'i30J T77RAVX HEAD b2 17327 61'!'YLT PRF,RLOCKAUAPTUIi' 1218122ARE NOTUSCDANDARC 4 W312 , OIT312 4TRACK HEAD 63 iD5 60'218 V nBUI.UV/SIP 1NT1(RI51X enEm OCK) NOT PART OFTHIS APPROVAL. 5 17314 017314 FIV1%E SCREW COVER 64 1129 11729 S]LENDVfEAl7lElySIRW PAD E 1731T _._._.__.._...__...—..__�_. .._____..___— ,917317 FRAUEWAN.AMDAOOON C5 1732a U17J2H 3RF.RLOCK SCREW COVER 3)USE OF 012 OR 1113 REQUIRES 7 177D4 j 61T36 TA CK511 6T 17329 A4N."10 SMS OR 31I6'AtASO1JRY E 1 1710t ! 617.'U11 2 TRACK 511.WITH SCREEN AAR GB 17339 017339 IGAVV 51WP_;T AGAL--� ANCHORS @24'DAAX.U.C. P 11301 617.'i07 XMCK SI I. W 17324 _GIT i24 :0P 8 DOTHIMIAL 10 17310 j 61/3111 4n1gIX SII 10 111M 417350 WEATHERSTRIP EXrENS0t4 AlUECTON!TOUTED) 11 iMI3 1 61T313 FLIAME S3 I TRACK 9LSFRT 71 169$ ifd95 1 IR'%1'X314'NON FN SEAL DUST PLUGS /2 t)l15 d1T3t5 FRAME SRL SCREEN AOOON(SC-ENOIE I) 72 8151167$,7X TPNUEM1I ST.SiL ROLLER'ASJY.�- f7 1/318 ; U17316 1'1IN41:SRL$tlREE11 FSIDgODORI(u^EE t1G1E 3) !J RIM 1 70153N TANOEIANYLO')ROI.IERASSY 14 1r: , 611316 2TRACXJAMR 74 SLIOONF Mms".DOlass ORGE-77W -- 15 17YD.Lef]:aD 2-IIIgtX JAMS WITH SCREEN PAIL 75 GIGS TatFGX GEMp11MOR[q:E1PLY DVAL LOCKY.'.LOI:O NT2dPUlE 10 173W I 01T306 ]TRACK JAMB — !79 71(WWPbC A10.]2X1l 1T,ss SOIEW WI IYI•E T'10' 17 77311 I 01x 11 4IRACK.UMH 7103239 )0]25TF,Fi VICUNUT tR 7732E 81T� 5LL RwY—ERER-FIhT,tLIISH,i-I/I 1135/ B1T35T 1'IG8 -- t9 Inn) �__.Git319 SflI.RBER-UGX iltCll,1-L?' 1/3k1 GIM19 IAG'DEADlfGLU PANFLCLP X i/2' 1221 1 UR'247K VINYL BULB WEa7NER37FW 21 f7318 i 8773IB S11 R5FR-BO IDW,2- Q 17155 � 61T355 S1I RISFJi-FIAT,jdFDWd,s ila- 03 i 61)45 1(45 LDWE LTG,VLX V:U'SGL SH$AUH.'IN'E,POLYLIiI. 1 n 17351 f,17.5 SIL nSCR-nOX LIEDIIM,3-1/4- tW) 0052 1 ACffi2. MU I ER AIM ILII F.PLUG --.—.•_ 24 17323 01]371 SIL RMEP-FLAT,PIGH.4' 101 ' T21S77 JAMfl H1IIJPER --- 25 1]]20 d11:f7D 21-Nj5kNiWU K GH,4' IU2 I 1L90 T1G9U 1-Kt P CR 1 2L' 1/)1J 6I7J11 IVt](EI P4IWK tOl 611W 1fItL0X 1'KIrPCR ' 2/ 7070 67070 HFOFRFHF.BULB WSIP FOR PRHGOK 104 653 1SOKEEP 'SCREEN LOCK KEEPER ' 28 113J4 ) 6IID34 POCKET PmHO KMOUNT 105 fi344 UIn44 fd1:DPA1C111o'.w No 29 1FJ I 61T315 P-000KCOVFR iM 17.CJ C17352 Td£U PANELRCTAL'IER-9t1C 10 17343 6f1 l4A POCKET P HDOK FORGO%nL6F1 Im 17" 71739 k4NLYE WT-111ENLR NA ISEDwTMiHUMBIURN 31 1737. -817O16 135 f01UYll -- ---- 1G0 174D 71IND PFNOtEKG'-RAGED tJ0ER 1N 11ANljtt 32 lil/0 U11l/G 175 FUO:U L1pNiT iM 1m1 181675N HANDLE:KR-RFCF.sSFn NTFRORMHRIMH111M ' KLLIS 4657 ARE SCREEN PARIS: _ 210 17J2 M178 HANDLE KB-RE12SSI..D DBFRR:R Fl111 PRODUCT REVISED ..- .. Pi1in9�aifh/ho floridn 40 4319 I 612258 5Cf1E34 S10E RAL-LOCKSTLE _ -4111112 1I1V041'I'SUAX a1UX'J4'P1L•1*N TEK•S.S Uullding Codc �I 1/LOCKWG:JC SFJU:fN LOCKSEI��-- % 0-IP1SInNDA-No. '17-0420.'12 <241ftICCNRIKEFPIR$PACiRSFT 84060 .t8%'%210'FIiuPW. EApiraOon Dle 0 2/1 72 0 20 _� 81:2 6815SCREEN WERLOCK ADAPTER % alBY `::: � _..._<4 4317jGNP SCREENIDI'RLE tI1lHLUllC __ rHU?PT a10X 1' __ _ Miami-0adc Frodatl Contiol- 45 43N fi12J:d SCREEN TOP AAL __ IIO ?RRIX� 61J-20%1'$5 .... 48 4718 6122a/ SL'iIEEN BOTTOM ItAL 11] 720X11Z% s)S�OX 1-172'8S. 4( l C5d-� AR"u SIAL u ROLLMI 1f0 1/10 017336 ?J DEGREE RNER RECER•ER 13, 659 7S A% STANTARDROLteR-ST S7 OO L )19 1]3]T g17:U7 k10FORFE0UT5nFCAmIFRAsTPACJIL 49 I3N fN344 SCREEN A57RACAL 120 tl]l8 - G1177J8 53 R:GREP.UL9faf CAWICA ASTRAGAL 50 f]IMJ I 61'7349 O)RISWEI:N ASTRA(iPJ.MJJ�IEN ---_-- -11] 1i35 GIT752 FOPOPA111:I.RETAXER,710, --- 51 5 yI SCWENSPLIN -.16' 92 I 16'94 61fi94 SCRF,F.N SPLNE-.150' 53 - I 61B16C20 SCPCEN CLOTH 51 177 1 T%T%11T SE+.RIJICX,NF.OPHrIT.ES•IF. ii I'm 1 li-X4'Xl;l6mSFT.RI.GCKNF.OPRM85*i-S * Nn.587D, ' ` lOR1 TEfJ4\Ytl CGYDRNF �O�-. STATE Of �iV;� Nry1Y�i14au,4o3o 5 PARTS UST cFRcoFAllrNrta+9elG SERIES770 ALUM.SGD-LMIMPACT M oaw,rn NDbrrAl:c6s errs;IrFr-T. _ 1e�` """"- "" - A.LrraeM6JER.vF. JR ta'tal4 — S. NTS 20 +22 �+� PGT0130 _1 C veasmGs ' I r -rT-j L L[i"',r i 0.0811-j (D*T2r — 100 4-IRACI(SIL I L 0.081, II:�C',AltiL, 1600 C-,)=SCRFEN :-TG AL) STILE 0"93" 6.198, (6063-T6 AL) 0,520" —] 1-2 ill'f--"TFrj 0-06T FTT —97—u J 0081" 02 �-IRACKH—Wf- SCREENJWCP� (D3-TRACK SILL CRIFEN(6062-T6 AL) U60-6 1--fd AL)' (4�S�2 C'K .', P63ALi -T6 AL 7A05'— JII .221" G 2-TRACK JAhin W! SCREEN TRACK 0.080, (6063-TG Al) 1.36* -.21 IQ' I1.505, ajj76* 'F1 T 0...2' 3-TRACK HEAD 2-TRACK rILLA`,SCRr.rN TRACK (SD63-T5 At.) (6063-T6 AL) �SSCREEN 0.142 4AD. 0'0�8- O.Tl;Al) 0A01 PRODUCT REVISED NOA-No.av co Ewith-th,RI,W. I L�A—f U---? - _, _17.�420.12 0.141- 0.081, 04-TRACK HEAD 02-TRAL:KS%L (6063-T6 ALI 6 2TF J i- --, L —a, 0.0cr it St 07611, .2.60, 0.5132*&=� FRAME FMjUA%,',B SCREENB F PMIE SILL SCREEN ADD OLI jEINQ_AI)D-()N i JAMB (6063-TS AL) (6053-T6AL) (6063-T6 AL) REQUIRES MIN.010 SIvIS REQUIRES MIN.'Plo SMS A. z No.587C5 OR311(j'MASONRY OR3116"NIASONRY r/0 impulcK JAMB ANCHORS SEE SHEET 17 FOR SILL RISFRS. 24_MAX.O.C. ANCHORS @ 24-MAX.0 C. (6003-TOAL) EXTRUSIONS SERIES 770 ALUM.SGO-LM IMPACT e Jet 0 C -S 22 Ia7W14 Y7 "04' 3.802— • 0574" M5. c 0.752' 0 080,j u.zwt SILL (BP HOOK;_40u;;,.�. Isp-HOOK SCREW ILI ILJ 11TING AP'." COW- 0- 02,211,'OVER TRACKP-HOOK FOR RO:c RISER F(SA6031116 AI.) (6063-TO At) (W63-T6 At) (60G9-76 AL) 4'1- 155" 2.3 739' 3,111 r1.600 0.133, 1.6c0 -.303, Dior,- 7-4 �,2 2.44' — It J, D 01+J 31 C�u)STANDARD STILE (Dt!PAYYI)UTYSTlI.E (qq---,-p @INTERLOCK (6063-T6AL) (6063-T6 AL) (6063-T6 At) (6063-J6AL) ADAPTER SCREW COVER (6063-Tfl At) (0,10 T6 AL) [-4 125• f .075" IX5.4 0.062' 1 645" 1..304' 1 .611- AaS'j f .045 0.125- 325" 045' 04 &STANDARD ASTRAGAL HEAVY DULY ATTF�AGAL 0-lwA�plmurA—L 8GIA71N(, 8�7M(,i:A7 NG PRODUCT REVISED (6063-TO At) (6053-T6 At) (063JM; KETO IX�ID 0 BFAO (6003-T5 At) MANECCUP (6N3�T6 A (6063-T6AL) NoA-H..___.17'-PL20-12 3 4' 6621. By— PANEL CLIP 2. -3, (6063-T6 AL) 1.493, AW o" 0.709, 117+ DPANrL 100 PO-INSWECORNERASTRAGAL O.D80 (GW3-76 At) I IS F=TbigH CORNER ASTRAGAL ER To At) (6063.T(iAL) 0-CORNER RECEIVER -Z''e.-' 0,_R o" mg.—TT-D �PMEL RETAINER"I�i� -TO tft 58705 063 1 (6063-T6 ALI O E EXTRUSIONS GF F'9ERIES 770 ALUM.SGD-LM IMPACT 7,rl-OMM I—mTsl—ll