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HomeMy WebLinkAboutBuilding Permit Application (2) 07 G2 28' TOP PAL }COMP.) (19SQ 44 - INTERIOR CAP(FVC) CAP(PVC} HINGE STILE(LVL) LATCH STILE(LVL) ,w; y• T?g�a 1 HORIZONTAL CROSS SECTION As'• ;'a, m d a S r Asjr 35.75'dOOR cio a _ WIDTH o G} d 2 G'2 `� cr o O o / ,a��oH•'+ ��y+. 21 /"�1/ 1 C7Tn �ro ��ArASCNK,tWIaF'T�KCSEiTtIw t7ER����r}�s 411.,,�1_R,E.STr?YA�E7A,!"Tl'TT;Q;!`��4 �-��`'_._.'",`� �•�.��.rrM�iLA�SX S�±}UORE���"AtC.+..a+Vr ` MERIOR r; KHO& SIGNATUIESERIES ]JCEARSOLT: SIGNATUSU780J 0 SCHIACE KHOt ?SES{3T} 00,00TV$ERIESP40142} 75 . ERIQR a� avis FIBERGLASS SKIN • SEE HARDWARE iA6LE LEVER: Rae SERIES (0.129 MIN.THK.) p h / rAMEX DEADOOLT: F07 SHIM ±75rOAMCORE ETHANE- + z ° rf� SEE HARDWARE HOrrE MULTI•POINT1OCK: 3•rOTN1TOHGUE ±s1.9 1.9 PCFMN.) .9"� n TALE War MULTbPOINT LOCK: MLENMUM03W SERIFS ±75 rMu. t: Y U f.N' Sera Sheets 6 and 7 tar m%Ixint lack delok 80TTOM RAIL e �D • N_rs. 2 VL CROSS SECTION a rn ev JK VERTICAL,' 40 POOR rANEI — p t✓'S a H s FL-15210.4 0 sxcsr�at 1Q p 24.22"MAX. 2D.ST MAX. FRAME WIDTH D.L,O�Wlm 12 3 518"GLASS BU 102 E 1"OVERALLGLASS THr. oQ tj Li 11TANNEALEDGLASS 1.66- IM t�ci OM PVB ItMLAYER SAFM BY SOLUnA i i IITANNEALEDGIA$S 72 75 tZ AIR SPACE IfirTEMPERED GLASS ON LASSP (-2 EXT,FRAME INT.FRAME 13 F? 40*S12 ALWANUM SPACER (WMENG DITAIL o ,T cl) ci 4.26' (TYP-) o ODL LM FRAME ODL :t75 0l 2,rMAX FRAME W16TH 20.75 MAX. RSL 60 D.LO,MOTH OEXT. o VrGLASSBffE— V) z 1.1/4"OVERALL tHK.GLASS 0 0 118'ANNEALED @ D GLASS 13 m \ W O.OPU'PVD MERIAYEP :1 0 6 SAFLEX BY SOW71A -4 IIT ANNSAIM GLASS AIR SPACE 1/61EMPEREDGLASS I/TNON-GROOVESVA LE w/DEICHEMPSO POLYSULROE 17 40 I/WBACKALL 16 6 —02116112 MT.& LL — INT. FRAME (j�M.IIAMg &SCREW CAP vom re. JK m y ( p)— 0 RSL WE FRAME FL-15210.4 :\A-Projects\Project Foldets\Proj 1501-1600\PF 1596\R.RWBC Drawings\2010\FL-15210,dw9.4.4 •4j A rn 0. r � d c ¢I n 0 z N hry V 7{ > to H �O� i4 �fi3 �i_�iep WA 7-4 'a 7. 0 a a P k PF.ouar. no::�„•nu R•per•4 8r //l�� BUII.pING CONSULThNTS, WG, O PL4STPRO INC. d L 'P,Q Soc 230 VdN�o fL 33545 �A t' FIB DOOR Phos.Nm:8t3.558.Ot97 PJ3Tr OR ASSfita&LY: Floddo S*a d of Prtot�•Tonob En4tn•a• c.rneeata or w on Na nat3 NOS BY HORIZONTAL CROSS SECttONS REVISIONS tyraon F.Schnldt P.E.No.43402 0 ZGt2 R.W.8010--CO...It-0 1-0. a a rq' a v x x • o CY , /,,I a A '•.•..„„ B `,,..� cto �L •• .. .`t,ai k Z o y1 �r _ •-w 61A2 2 Sb S .gyp � 7 0 EXTERIOR INTERIOR 1 2 EXTERIOR INTERIOR EXTERIOR INTERIOR r2 VlRnCA1 CROSS SECTION 1 VERTICAL CROSS SECTION $ Stzaim wltX suh truck 5 (3utsxing rnm-Inymng U v also improved $ 40 a m a I ` 29 � �^"`•may,- 4 A.. EXTERIOR. INTERIOR E m a d' ' EXTERIOR INTERIOR, 30 31 32 33 S4 5 VERTICAL CROSS SECf/0N u 5 R*Wn w/ADA ttveahotd 3b 37 a E m acts 02/10/12 z° $ VERTICAL CROSS SECTION 4 Outsw^sng confxgurotion VERTICAL CROSS SECTION DWI.e, JK m 5 tnswtngCxmfigurofum C"err LFS t aa+mm 00. s a FL—15210.4 a �OF r� a a M-ProJe=Wrojet Fddems pmj 1541.-16DONPF 1596W.RVWBC Dre wM9A2010tr1.-14lQA",6.4 z c r ' OVMkU HEIGHT us HANDLE HEIGHT rn n. C7 O z } •o• G7 0 m N co N 111.04' • 1 I N u a \ $ c 4.43° iv f•—UT �O xm l 'j3 OI Q O N tt1 O C= O LTJ O i v X X X X x X C C C n C iii n n S pUp S � S j m 43.09° P3 PRODUCT: Dawmenb Proporsd By-.� uunwo eaNsu�runs, Awa 1 N PLASTPRO ANC. P.o.Bar a3o vor r=a f1.s3s9s g Fib LASS DOOR Phan.Mo aw.eea.919� OR ASSEMBLY. Flddo oar add0 Bd of Profgrlena!Ert91,— GrGtleats Of Aathertiatiort No.9813 to ro NO DATE 8Y 3-POINT LOCK DETAILS •tc ,Z REVIS ON$ Wodon F.Schmfdt,P.E.Na.43409 02012 R.W.eww,Na roNOULT<NT8 INC. -\A-PrQfects%P(olect FOlders\PrOl Isol-I WU\PF 1596\D.RW6CDrowings\2010\FL-15210.dwg,7.4 24.2S-- 230 PRODUCT. PmP—d Br, 5 PLASTPRO -No CONSULTASM.M. rj� et F72ERGLASS DOOR Asa m V.Uk. 33505 N pt"PART OR MLM , M.-13M=12197 R-14.B—d of Fmf...U.0t E.M—" na NO—5A—TE _py 3—POW LOCK DETAILS RMSIONS tynaon F.S4nmIot P.E.H43400 t z R.W.13...... ......... (IYPJNo e a tj � � C e= SEE HINGE D TYP.HEAD E.JAMBS a DETAIL(1YP.) BUCK w '71 1X BUCK g o g p g w MASONRY TYP.HEAD o' o p o b MASONRY OPENING G OPENI ,�JAMBSNG �¢ 8 FRAME- 2 ci � 2X BUCK �Q 2X BUCK y w S3 o ADA SILL g CS N ` ONLY P] 0 b . e BUCK ANCHORNG S]RlKE JAMS FRAME ANCHORING HINGE JAMB Z mar CONCRETE ANCHORN019!j Masonry construction N t.Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirement& 2.Concrete anchor locations at the comers maybe ocUusted to maintoin the min.edge distance to mortar)oints.Concrete anchor locations noted as MAX.ON CENTER'must be I BUCK H adjusted to maintain the min.edge distance to mortarjoints,additional concrete anchors 9i o may be requbed to ensure the MAX,ON CENTER"dimension aro not exceeded. 2X BUCK L 0 3.Concrete anchor table: 28 H 1X BUCK 1 X BUCK H q - AHGtftSr� AIVNt�lt tMt,1f Ad> Clt �N+r>xiF4 ,1Nt�i C �t+r �S 58 2X BUCK i o T1' E lZ >�........ tittT 1ASr?JURXE..GL''�. Apll4C 4N tQ6 , MUCK 58 11 2X BUCK � .. ... . .. ...,. .. .....:...,...................:.�...:......:.., .....•..-.::.mx:•.:<...,...,,..;.:;.:A:::.r;, it o Q a iX BUCK M z u liW 1/4' 1-1/4" 2-1/2' 3^ 58 2X8UCK wre 02176 11 ° 12 = Zr SCALL, N.7 S. o ELCO 1/4" 1.1/4" 1" 4• H 1XBUCK avc,er JK m' HINGED ETAIL _ aa.sr: LFS 3 1TYV 3/16° 1-1/A' 1.3/8 2.1/4- LATCH6DEADDOLTDEIAR InsMng NINGEDETAt1 w+ArmNo-. r o Oulswin FL-75210.A g 6 ° sr,ss:f 8 or i70 4a 4 AA-Projects\Project Folders\Aroj 1501-1600\PF 1596\D.RWBC Drawings\2010\FL-15210.dwg,9A 1 W � o O, n 6 O 0 pi- 0 t la v Oo P. 9 �o o �6 � g j 1.7-}�—•3 '"� 1.25' oD0.1." p } m m '>- t P 0.93; 4 anEy. a. 3 b Cit Y PRpOUCT- DecumiMs P,.Pa By^ -S"I ",�NSJLTNti^s,WC_ (_ I N PIASTPRO INC. ;YAN/P.O.box 230 V-1d..F7-=95 ' F18ERGi1SS DDD anon.N..:813 G5&.4707 Florida Board o[ PART OR ASSEIdHLYProt.sdonol En4fn..n _ GNtlaat.M lO Ajnodzattael Na.4D13 N NO DATE BY G�`�L� e,— -eL REVSSIONS COMPONENTS 6mdo w F.Sahmrdt.P.E No.43403 0 2012 N.W.El,m 1—a.....Y..—Inc. B►LL OFMATEPJALS S 11TiM/ p/SGN►IfON MAIMUL 0 m A IXBUCKSG>=0.55 WOOD ^ B 2X BUCK SO>=0.55 WOOD g g 14 N= C 114'MAX.SHIM SPACE .2 z Rz a D Ile X 23/4"PTai ELCO OR ITW CONCRETE SCREW STEEL c m p c MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO RCI R.,n�� E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE z z o G 1/4"X 3.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL H 3116"x 3-114'PFH ITW`CONCRETE SCREW STEEL m I 1/4"X 13/.i'PFH ELCO OR ITW CONCRETE SCREW STEEL L #8 X 2-117'PFH WOOD SCREW STEEL 3 1 POLY FIBER JAMB COMP.1 VINYL g 2 FINGER JOINTED PINE FRAME WOOD 3 EXT.FRAME(ODL) ALUM. 4 INT.FRAME(ODL) ALUM. 5 #7-19 X 1-3/4 PPH SELF DRILLING SMS STEEL 6 #10 X 1-3/4PPH WOOD SCREW STEEL 7 WEATHERSTRIP FOAM a 8 DOOR BOTTOM SWEEP VINYL m 9 4"X 4"BUTT HINGE STEEL 11 #9 X 3/4"PFH WOOD SCREW STEEL 12 NO STRUCTURAL SEALANT SILICONE D7 13 STRUCTURALSILICINE(DO 995) al SILICONE � a IS EXT.FRAME(BY ROYAL MOULDINGS) PVC a 16 INT.FRAME (BY ROYAL MOULDINGS) PVC 17 SCREW CAP (BY ROYAL MOULDINGS) PVC m q 22 3 POINT'TON.GUE'MULTI-POINT LOCKSEF{Mfg.BY HOPPE) STEEL 23 MULTI-POINT STRIKE PLATE ITONGUESYSTEM) STEEL 25 LATCH AND OEADBOLT STRIKE PLATE(TONGUE SYSTEM STEEL 27 LATCH STRIKE PLATE STEEL S 28 DEADBOLTSTRIKE PLATE SECURITY) STS 0 29 ADATHRESHOLD ALUM 30 OUTSWING THRESHOLD AWM/WOOD 31 OUTSWINGTHRESHOLD _ ALUM/WOOD 9 32 1 OUTSWING THRESHOLD ALUM/WOOD 33 1 OUTSWING THRESHOLD AWWCOMP 34 OUTSWINGTHRESHOLD ALUMIWOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD AWM/WOOD z 0 38 INSWING THRESHOLD ALUM/COMP S s 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS Z 55 #10 X 1-I17'PFH SCREW STEEL ate:02116112 Z 57 BACKING PLATE STEEL srxe N.T.S. mi 58 #8 X 2"PFH WS STEEtnxc,W. JK m 60 MULTI-POINT STRIKE PLATE STEEL N 62 LOCK ASSEMBLY STEL a«.m' f Fs # f/FL�MtHO O.t R FL-15210.4 d 'AM„Lo or t0 � M IAM FDADE MIAMI-DADE 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.miRmidadegov/economy PGT Industries,Inc. 1070 Technology Drive 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`ISGD-770"Aluminum Sliding Glass Door w/90°& 135°corners—L.M.I. APPROVAL DOCUMENT:Drawing No.PGT0130, titled"Series 770 Alum. SGD-LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, 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:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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#14-0128.11 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above.- The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-1013.15 MIAMI-DADECOUNTYR Expiration Date: February 17,2020 j0 j2� 1� Approval Date: October 29,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. . Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD -- LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer,signed and sealed by 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) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-7554, dated 11/01/13, signed and sealed by Marlin D.Brinson,P.E. (Submitted under NDA No. 14-0123.10) 2. Test reports on: 1) Unifol-n Static Air Pressure Test,Loading 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.: FTL-5980-R, FTL-6001-R and-FTL-6015-R, which have been revised and reissued on 12/29/09,all signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) 3. 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure.Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 Manuel ere ,P.E. Product Contro x miner NOA No. 15-1013.15 Expiration Date: February 17,2020 Approvai Date: October 29,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE:_ EVIDENCE SUBMITTED B. TESTS(CONTINUED) 3. (CONTINUED) along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033.and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) 4. Additional Reference Fixed Window Test Report No. FTL-7897(Cardinal spacer), per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory,Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 01/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-0128.11,issued to PGT Industries, Inc. for their Series "SGD-770"Aluminum Sliding Glass Doors w/900 135°corners-L. ]. approved on 02/12/15 and expiring on 02/17/20. Manuel P P.E. Product Control iner NOA No. 17- 013.15 Expiration Date: February 17,2020 Approval Date: October 29,2015 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: From MIn.Edge Min. /135 CORNERS Group Anchor -trate Member Distance Embedment INCLUDING POCKETS & 900/1350 concreteetmm n,2.e5 kat) eedISlWJemb 1318• GENERAL NOTES 1 714'Elco Ultrecon Ungrouted CMU,(ASTM C-9D) Jamb only 2.1/2' 1414' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU ASTM C-90,min.2 kat rout Jamb only 2-11T 1314' 2)DESIGN PRESSURES: 1!4'Elco 410 S.S.2 Ungrouled CMU,(ASTM C-9o) Jamb only 2-112' 1.114'Concrete(min.3.35 ke0 Head/SILUJamb t" 13/4' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. CreteFlax P.T.Southern Pine(SG-0.55Heed/SI9IJamb 1• 1.395• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS IM"Elco Ultrecon Concrete(min.2.65 kel) Head/SIR 1' 131e' PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Ungmuled CMU ASTM C•90 Jamb only 1• 1.1/4• WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012,16.9 or410 P.T.Southern Pine(SG"0.55) Head/SIUJamb 9116- 1318' BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.SMS, Aluminum,Steal,6083 T5• Head/Sill/Jamb 316' O.O5S 3 (min.11 thresds8n) Sud,A653• Heed/SIIVJamb 316' 0.050' 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. Steel stud,A853 Or.331 HeadlSllVJamb ale' 0.0457' 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ksl) HeedlSlolJamb 1-1/2' 1318• NARROW JOINT SEALANT. 114•Elco 18.8 S.S. Ungreuted GMII,(ASTM Gs0) Jamb only 2• 1-114• 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR Aggre-Gator^ Grouted CMU(ASTM 690,min.2 its[grout)1 Jamb only 2' 1 2" WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL, P.T.Southam Pine SG-0.55) I HeadlsllVJamb t• 13Is' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SG"0.55) I Heed/8111/Jamb 9/16' 1 1-318' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 012,Steel SMS G5, Aluminum,8093-T5' HeadISIIVJamb 318• 1 0.083' B)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.1t thmadslln) steel,A36' HeadlSlll/Jamb 1 ale' 1 0.050' FLORIDA BUILDING CODE,AS APPLICABLE. Steel stud,A653 Gr33 HeedlSle/Jamb 318" 0.0451' TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND PTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ••P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MAP 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER-1X AND 2X BUCKS SHEET (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE GENERAL NOTES.............I RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE CONFIGS..........2.3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4.5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6- 14 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, 8 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT DESIGN PRESSURES 6-8 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS INSTALL DETAILS.............. REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ELEVATIONS.....................166,,16 PANEL/SILL TYPES.........17 TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............18.19 Glave PARTS LIST.......................20 .Type Description(Listed from Exterior to Interior) EXTRUSIONS.... ....21,22 G3 7/16'Laminated:(2)Liles of 3176'HS Glass vdth.090'PVB Interlayer Approved as tompiyfalt T41h th6 G3A 9116'Leminaled: 2 Utes of 1!4'HS Glass wllh.090'PVB Nlede or Flarld„ std Oa G4 7/18'Leminaled:(2)Liles of3118'HS Gieea wllh.090-SO Interieyer DESIGN PRESSURE RATING IMPACT RATING D.I. ".201 G4A 9116'Leminaled:(2)Liles of 114'14S Glass wllh.090'SG Interlayer SEE TABLES 1.2&3 ON RATED FOR LARGE&SMALL "Hemi Dade I'mclo t GS 1'Laminated LO.:3/16'T Exterior Cap+318'Alr Space+7/16'Laminated;(2)Liles of 3116'HS Glass with.090"PVB Intedeyer SHEETS 6,7&9 MISSILE IMPACT RESISTANCE 05A T Laminated LG.:114'T Exterior Cap+5116'Alr Space+7116'Laminated;(2)Utes of3/76'HS Glass w11h.090'PVB Intedeyer By G6 11 Laminated LO.;3118-T Extedor Cap+318'Air Space+7/16'Leminaled;(2)Lhes of3118'H3 Glass with.090'SG Intedeyer GLAZING NOTES: GOA 1'Leminaled LO.:114'T Exterior Cep+5118'Air Space+7118'Lomineted; 2 Liles of NIO'HS Glass wllh.090'SO lnteda er °ANN"=ANNEALED ``� ,ONY LYNN• G7 7/16•Laminated: 2)Ules of 3116'ANN Glass with.090'SG Inlerla er "HS"=HEAT STRENGTHENED . a�'.'�7CENgF'•.�c�P�� 07A 9118'Laminated:(2)Liles of 1/4'ANN Glass w11h.090"SG lnteda er "T'=TEMPERED � "PVB"=.090'BUTACITE% B BY KURARAY AMERICA,INC. = GO 1'Leminoted I.O.:3116'T Exterior Cap 318'Air Space+7116'Laminated;(2 Lites of 311V ANN Glass with.090'SiIntedeyer _ I•In.58705 GOA 1•Leminaled LG•:1/4'T Exterior Cap+5/10'Air Space+7110•Laminated;(2)Liles 03116"ANN Glass with.090'SG Interlayer °SG"_.090"SENTRYGLA Y KURARAY AMERICA,INC. w,suar !1-01,5 a.w:..• (0 SC A UP DATED INTERLAYER MANUFACTURER, () STA EDF1d7oTEGNNaLODYORNE GENERAL NOTES AND MAP : � ' "LDialop,VENICE,FL 31275SERIES 770 ALUM.SGD-LM IMPACTl UNAI.ariaarraar•.�er a.. XANNNMILLEh;P.E. JR 10/1o.n. CERT.OFAUM.=206 ® SOD-770 NTS 1 a 22 POTOi30 A P.E.#58705 CONFIGURATI EXAMPLE CONFIGURATIONS 1)ALLCONFIG CONFIGURATIONS SHOWN 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"JW',"Jc","Kw"OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTHA NOM.PANEL WIDTH pXN Xp CpXXXX AN OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 PER TABLES 1-3 p 77T ter i ter i 2)90"8135-CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT JW J a o MAX.UNIT 1 klvllv w i z h 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT 4 I° y HEIGHT 1a I PER TABLES 1-3 1 PER TABLES 1-3 1 °X°=OPERABLE PANEL, 1 W 1 �� "O"=INOPERABLE PANEL, t uPOCKET POCKET I y POCKET I y DETAIL LETTER t� ___I t� ___A w'=WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL WI INSTALLATION CONFIGURATIONS 1 3 CONFIGURATIONS 1 �SHEETNUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7' NOM.PANEL WIDTHA w NOM.PANEL WIDTH DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PER TABLES 1-3 3 PER TABLES 1-3 to 3 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" 1 19 J � I � MAX.UNIT ' 13 s io&o MAX.UNIT o 19 ig isHEIGHT 1ewHEPIGHT 1 1 , w PER TABLES 1-3 I � I � �TABLES 1-3 / POCKET � � POCKET I y 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS 1 3 1 3 MAX.UNIT WIDTHMAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH 3 PER TABLES 1-3 13 2 12 PER TABLES 1-3 13 I 3 19 9 19 1 14 10 1 9 1 13 Piorids Id e9mplying lrW 16e a g Unk I 1 1 c 19 14 I MAX.UNIT 9 SEE NOAH MAX.UNIT Ion B HEIGHT Ic 12 y o NOTE Al6fct ho HEIGHT 1 1 s 1s s / I w c PER / 19 u / SHEET. Dr•• PER TABLES 1-3 i TABLES 13 ac 1 - ac POCKET i _ EXTERIOR I L� • No.53705 5-PANEL CONFIGURATIONS F 12 3 1 3 1 CORNER,TYP. , (OUTSIDE CORNER SHOWN, 1 .(.(• INSIDE CORNER SIMILAR) '•. sena of. ara• n.wwc o°e"om. • .)•.• STA LOF ,4C/: SC 10A12015 A No CHANGES THIS SHEET ��•���.,FI ORIOP,.•G�\� 1070TECHNOLOOYMVE EXAMPLE CONFIGURATIONS A VENICE,FL 34276 , /�lr�Nr�L�����• (a,yq�,� SERIES 770 ALUM.SGD-LM IMPACT WWII mak„wA, rim �: Ry. sero P1ie`0� ""' A.LYNN MILLER,P.E. JR 10110114 CERT.OFAI71H.020296 SOD-770 NTS 2 -22 PGT0130 A P.E.058705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16'Q 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw","Jc","KW OR"Kc"INSTALLATION. NOM.PANEL WIDTH c c EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 t 1 3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION –1`r---j CAN BE OXXXp. J Jc I t t3 t9 e 1 i 2)90'8135°CORNER CONFIGURATIONS CAN BE A COMBINATION nn MAX.UNIT t 3 1 s 1a ;g o o OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, 1 t 1 9 d" 96"OR 120" � � � � � � i�y 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 'X"=OPERABLE PANEL, POCKET , h "0'=INOPERABLE PANEL, "P"=POCKET 6-PANEL CONFIGURATIONS DETAIL LETTER MAX.UNIT WIDTH WOOD OR METAL INSTALLATION ®1 "c"=CONCRETE INSTALLATION NOM.PANEL WIDTH 1—•SHEET NUMBER PER TABLES 1-3 t 3 13 1 3 t3 s 9 t 1s 14 0 DLO WIDTH=NOM.PANEL WIDTH-7' c DLO HEIGHT=DOOR UNIT HEIGHT-10.125" MAX.UNIT t 1 19 1e a 9 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" HEIGHT 1 13 1 19 9I PER TABLES 1-3 / / / / iss� I a� POCKET •_r�r___J 7-PANEL CONFIGURATIONS 3 1 MAX.UNIT WIDTH NOM.PANEL WIDTH w3 3 PER TABLES 1-3 t 1 J Jc I •ppmtd"mwpIyIaXwll►Wa 19 1 19 19 Florida dh Coj! w B 19 19 19 8 MAX.UNIT I z y°— 6 I ade Prudud HEIGHT 1 t3 t9 9 is 9 9 19 19 lea I PER TABLES 1-3 / / / / / / / i o" POCKET i � �\ .•'�+(:ETI$F••'�FP 8-PANEL CONFIGURATIONS r '` No.50705 1 3 ( O LF 7 Rend W.. MW RMbc F n,e o �yv: SC laSM15 A NO CHANGES THIS SHEETU R a,,,,. RM,ba.• 1070TECHNOLODYDRIVE EXAMPLE CONFIGURATIONS ;F`, •SOR1DP•'•G` N.VENICE,FL 31275 *� �7S�SIONAtir<'•+,`; R ala4 RrWb,c ,N�,�d SERIES 770 ALUM.SGD-LM IMPACT +++ a"4aa„.t s,.r• mee oMON+ R^ A.LYNN MILLER,P.E. SJR 10/10/14 o.m CERT.OFAURf.128280 ® 504770 NTS 3 -22 PGTO130 A P.E.1 58705 GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A) 7116"NOM. 7/16"NOM. 1"NOM. 3/16"HIS GLASS 3/16'HS GLASS--\ 3/16"HS GLASS .090"PVB .090", .090"SG 3/16"HS GLASS 3/16"HS GLASS 74 3/16'HS GLASS 74 1 1 318"AIR SPACE 74 82 82 3/16"T GLASS 83 EXTERIOR 3J4"NOM. EXTERIOR 3/4"NOM. 3/4"NOM. a GLASS GLASS 58 BITE BITE GLASS EXTERIOR BITE 80 00 a 79 64 54 55 efLll� 7/16"LAMINATED GLASS,TYPE G3 7116"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9116"NOM. 9/16"NOM. 1"NOM. 3/16"HS GLASS i/4"HS GLASS 1/4'HS GLASS .090"PVB .090"PVB .090"SG 3/16"HS GLASS 1/4"HS GLASS 74 1/4"HS GLASS 74 5/16"AIR SPACE 74 1/4"T GLASS 82 82 83 EXTERIOR �' 3/4"NOM. EXTERIOR 314"NOM. 3/4"NOM. GLASS GLASS 56 GLASS a BITE a BITE BITE EXTERIOR 81 81 79 54 54 Approved u wmply1o6w1Kva 55 FlerWi�$oold4¢¢¢9 C�1�1 N9AI1 ml a rod"u 1.1 9/16"LAMINATED GLASS,TYPE 133A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A Or / YNA GLAZING NOTES: �o I...... Zec "ANN"=ANNEALED ,�.• �ycensE• ..9 "HS"=HEAT STRENGTHENED yc "T'=TEMPERED "PVB"=.090'BUTACITE Py/%Y KURARAY AMERICA,INC. - - "SG'=.090"SENTRYGLAnY KURARAY AMERICA,INC. u IS 1(1 a er o.w n.wa"e a.ofe"v r� �(Af �V;' SC 1002016 A UPDATED INTERLAYER MANUFACTURERx\' R, ,, 107o7EcrrNaoorORlvE GLAZING DETAILS . '. `LOW.••''�(j�� N.VENICE,FL 01276 me ���t5�, •....... "�`�� R /6a/}Iea isoo SERIES 770 ALUM.SGD-LM IMPACT 'iii;;�NI A� Ormmey:neH: anam dm: g� s" 'r" a".v: �e Q'"YpA° A.LYNN MILLER,P.E. JR 10/10/14 CERT.OFAUTN.420166 80D-770 NT.S 4 d 22 PC'+T0130 A P.EJi58705 GLAZING DETAILS (G6, GISA, G7, G7A, G8& G8A) 1"NOM. 7/16"NOM. 1'•NOM. 3116"HS GLASS- - 3/16"ANN GLASS 3116'ANN GLASS .090"SG .090'SG 3/16"HS GLASS .090"SG 3116"ANN GLASS 3/8"AIR SPACE 74 3116'ANN GLASS 74 3/8"AIR SPACE 74 3/16"T GLASS 82 3/16"T GLASS 83 83 3/4"NOM. EXTERIOR 3/4"NOM. 314"NOM. 56GLASS a GLASS 66 GLASS BITE BITE BITE EXTERIOR EXTERIOR a79 80 79 55 54 55 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1"NOM- 9116'NOM. 1"NOM. 3116'HS GLASS 3116"ANN GLASS .090"SG 1/4"ANN GLASS .090"SG 3/16"HS GLASS .090"SG 3116"ANN GLASS 5116"A5k3/4"NOM. 1/4"ANN GLASS (GLASS 5116"AIR SPACE 74 1/4"T 1/4"T GLASS &I 82 83 EXTERIOR 3/4"NOM. (� 56 GLASS BITE EXTERIOR aEXTERIOR81 79 +PProvtd a wm011•iull1r11111r 65 Plorlda Id Dau NnAN Miami e a Product 1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A 9T 1 , - GLAZING NOTES: "ANN"=ANNEALED ''vIGE.NS, ''•`rP �� "HS"=HEAT STRENGTHENED ; "T'=TEMPERED = " No.58705 "PVB"=.090"BUTACITE P AY KURARAY AMERICA,INC. +, "SG"=.090'SENTRYGLATBY KURARAY AMERICA,INC. 7 SC 10/0!1015 A UPDATED INTERLAYER MANUFACTURER F' R.Warpy. px 1070 TECHNOLOGY DRIVE GLAZING DETAILS �;;•.,coRlo"••' N.VENICE,FL 31275 Mb. R SERIES 770 ALUM.SGD-LM IMPACT i`'1 C�IAI;,\k /P11}Ieo lsoo pew w sre o..va+•e R"' A.LYNN M�LLER,P.E. JR 1D/f0/14 CERT.OFAU7H.M1R205 3GD-770 NT.S Jr d 22 PGTO130 A P.EJt 58705 TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP for all sizes:+601-60 Sill Helghtto Max.(+)DP configurations on Sheets 2&3) (Water Infiltration Rating) For comer astragal anchorage on 90°or 135"corner units,see sheet 11 (May be limited by Table 1A) Sill Riser Height (+)Design Flet or Box,see , Door Unit Hei ht ( Pressure,ppaf Table applies to Glass 80. IA. �" 18" Sheet 17) Types 3,3A,5,5A,7,7A,8 •718"DLO -7/8"OLD 79-7/8'OLO 85-718"DLO Flush-1.117' see note&8A and the Stile 1 Astragal 3 types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Low.2-112' +48.87 yPe 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Medium-3.1/4" +80.0 Hea 24" 117'DLO Jamb 8 B B 8 8 B 8 8 B B B 8 8 a 8 8 SEE NOTES 1-3 5Head/SIII 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 30" DLO B 8 8 8 B B 8 8 B 8 8 8 8 B 8 B 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 04+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 35 DLO B 8 8 8 B 8 8 8 8 8 8 8 8 8 8 B 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH C4+1 04+1 CA+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 Z42' DLO 8 B B 8 8 8 B 8 8 a B 8 B B 8 8 (0 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 ro z O OH RATIO 21 Head/Sill C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+241' = Oo 48' DLO Jamb 8 8 8 B 8 8 8 8 8 8 B B B B 8 B O P-hook 6+7 6+7 . 6+7 6+7' 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. NOM.PANEL WIDTH-7' 3)4",3-1/4"AND 2-112'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125' ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866' 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Interlock P-hook Lockstlle @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstl e @ 135-Astragal Lockstlle @ Assembly Straight Astragal Assembly 90'Astragal Assembly 135°Astragal ♦ppmwd u wMrJytq WI&t64 Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle . Heavy-duty Stile FluidsId Dare Standard Astragal OutsideCo Outside Inside Hopp Corner Corner Mml D�a Product OEM9FL 1-1 tiY.. 6VCorner Outside ;��,Otal LYNN of/�� InsldeCar Corner :al.• �tpE1dSC '•.FQ Part H61(Stlle) Part U61(Stile) %I Part d60(x2) Part H60 Part 1160 Part 960(Stile) Part H60 Part#118(Corner Part 8119(Out.) Parts H31&832 Part H61 r Pio.50705 Part 067(Astragal) Receiver) Par[8120(In.) (Corn.&Fxd Mount) SC ity&2016 AMS No CHANGES f0707ECHNOLooYDRNE AND ANCHORAGE :;`�'••.FcuR1oP..'�:;; N.VENICE FL P275roe �i•lS;n ••'•'••. VN o.� (941N50.160 SERIES 770 ALUM.SGD-LM IMPACT '��,;/CNAIL- 0" A. -7 LYNN1 1��ER.P.E. CERT.OFAUTN.A2020B ® 30D�-770 NTS B -22 PQT0130 A P.FJ159705 JR 10/10/14 TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+601-60 For comer astragal anchorage on 9D'or 135'comer unite,see shoal 11 (May be limited by Table 2A) Table applies to Glass Types Door U Height 4.4A,6,6A,7.7A,8&8A 80' 84' 90" 98' 102" 108' 114' 120' end the Stile/Astragal types 69-718'DLO 73-718'DLO 79.7/8'DLO BS•7I8'MAW 91-710' O 97-7/5"DLO 10&7/B'DLO 109-718'DLO shown below. Anchor Group c orGroup Anchor Group Anchor Group nc r Group ocher Group AncheT roup nc r oup 1 2 314 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 sd/SIII C4+1 C4+1 M +t +1 C4+1 04+1 04+1 C4+1 C4+1 +1 G4+1 C4+ C4+1 C4+1 04+ C4+1 C4+1 * M C4+1 C4+1 +1 CA+1 C4+ +1 G1+1 C4+1-U--fC4+1 C4+1 C4+ 24' DLO Jamb 8 8 B 8 B B B 8 8 B 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 to 10 io 10 P-hook 8+7 6+7 8+7 Br7 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 8+9 8+9 8+9 8+9 0+9 8+9 Bag 8+9 9+7D 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/Sill C4+1 C4+1 CAM CA+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 04+1 C4+1 04+1 C4+1 CA+1 C4+1 04+1 GS+1 C4a1 C4+1 C4+1 C4+1 04+1 C40 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30' DLO Jamb 0 8 B B B 8 8 B B B 8 8 B B 0 8 10 t0 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 8+7 8+7 7+B 7+B 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 6+9 8+9 8+9 8+9 8+9 0+9r11+ 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/SIII C4+1 CAM C4+1 C4+1 CAM C4+1 C4+1 CA+1 C4+1 CAM 04+1 C4+1 C4+1 CA+1 CA+1 04+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 CA+1 CA+1 C4+1 C4+7 C4+1 G1+1 C4+1 01+1 C4+1 36' CLO Jamb B 8 B 8 B 8 B 8 8 B B 8 8 B B B 10 10 10 70 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8. 7+8 7+8 7+B 7+8 B+9 B+9 0+9 8+9 B+9 8+9 B*9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Wad/Sill CAM 04*1 C4+1 GIM Gf+1 C4M 04+1 C4M C4M Cd+1 C4+1 C4+1 CAM C4+1 C4+1 C4+1 C4+1 C4+7 G+1 04+1 C4M C4M G+1 C4+1 C4M CBM C5+1 C4+1 C4M CSM CS+1 42' DLO Jamb B 8 6 B 8 0 8 B 0 6 8 B B 8 6 B 10 70 10 10 10 10 10 10 10 1C 10 10 10 10 70 •� #hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 1+8 r7+O 7+0 B+9 8+9 8+9 Br9 8+9 B+9 B*99+110 9+t0 9+10 9+10 9+10 9+10 9+1Head/819 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 01+2 C4+2 C4+2 CAfZ C4+2 C4+2 01+2 C4+2 CB+2 04+2 C5+2 C6+2 C5+2 CS+2 C0+2 C6+2CS+2 48' DLO Jamb B B B 6 8 8 8 8 B B 8 B B 8 10 10 10 10 10 10 10 10 f0 10 10 10 10 10 f0 P•hook 6+7 6+7 8r7 8+7 7+8 7+8 7+8 7rB 7+6 7+8 7+e 7+8 7+8 7a8 Br9 Br9 8r9 BrB 8+9 8+9 B*9 B+9 0+10 9+10 9+10 8+10 9+10 9+10 9+10 0+10 Fiead/Slll G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 G4+2 C4+2 C4+2 Gi+2 54' DLO Jamb B B B 8 0 B 8 B B 6 8 B B BP-hook 6+7 6+7 6+7 e+7 7r0 7+8 7+8 7r8 7a8 7+8 7+6 7+8 7+8 7+8 Noi available in these sizes FlaedlSill Gi+2 G+2 C4+2 C4r2 Erb C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C9+2 CS+2DLO Jamb B 6 8 B B B B B B 8 8 8 e BP-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 NOTES: O= EXAMPLE ON SHEET 9 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL. DLO WIDTH= 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: NOM.PANEL WIDTH-7" POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL.POSITIVE WATER DP IS 60.0 PSF MAX SIII Height to Max.(+)DP DLO HEIGHT= (NEGATIVE FRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH 3)4'.3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" Sill Riser Height DOOR UNIT HEIGHT-10.125" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design (Flat or Box,see w PANEL HEIGHT= POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psi = O OH RATIO z 1 AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 17) z0 OQ DOOR UNIT HEIGHT-1.866" NOT RATED FOR WATER INFILTRATION. Flush-1-112' see note 3 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-112' +46.67 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4' +60.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE Hlgh +00.0 OH LENGTH INSTALLED. SEE NOTES 1.3 OH RATIO= OH HEIGHT THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Stralght Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstlle @ Interlock P-hook Lockstile@lamb Assembly Straight Astragal Assembly 90*Astragal Assembly 135*Astragal 4pPrard u eomplyigwilY r!► via" Id g Heavy-duty Stiles Heavy-duty Stlie Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile Heavy-duty Stile D+k Standard Astragal Inside HOAa g Outside Outside a1.ml deProdocl cool Corner Cornet 0r Inside rt6�� / Corner Outside LYNN 41/4 Ins112Cor Corner i�r tGE14SF'.FP Part#61(Stile) Part 061(Stile) part#119(Out.) Part N61(Stile) Q- Part 961(x2) Part#61 Part#61 Part 961 Part#118(Corner Parts#31&032 Part#61 %� No.58705 Part q67(Astragal) Part#120(In.) = Receiver) (Corn.&Fxd Mount) — �:�L)_^_: sc 1W&2016 A O CHANGES THIS SHEET !.,)3 0=16 �O�UII" �� �: a . f070TECHNOLooYDRNE DPANDANCHORAGE -'q ST�jEO` "Z ; MVENIC�FL 34276 tk ','�".'•.!'COR10�"•' (j wiY80.1600 SERIES 770 ALUM.SGD-LM IMPACT o. _ a.wewk ear are o.wox. ror d!CYfdi{ 4 R.A.E. JR 10110114 D.. CERT.OFAUTH,#29296 ® SOD-770 NT$ 7 a 22 PGTO130 A P.E.#58705 TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP For comer astragal anchorage on 9D'or 136•comer units,sea shoat 11 (May be limited by Table 3A) (Water Infiltration Rating) Door Unit Height SIII Riser Height Table applies to Glass Types 4,4A. 80" 84' 190° 96' 102° 1011° (Flat or Box,see (+)Design 6,64,7,7A. 8&SA and the Stile -/8"DLO la'OLO 794131.0 DLO 'DLO 91.71 LA 97-718" Sheet 17) Pressure,pal Astragal types shown below. Anc or Oroup Ant or Group Anehor Group Anchor Group Anchor roup Anchor Group Flush-1-1/2' see note 3 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Low-2-1/21 +46.67 est nPressure +/-90.0 / + s +- s Medium-3-1/4' +60.0 24" 17° Heed'SI0 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 High-4' DLO Jamb 8 8 8 0 B 8 B B 8 8 B 8 8 B 8 8 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+9 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 B+9 B+9 B+9 9+9 8+9 8+9 8+9 SEE NOTES 1-3 Design Pressure +1.90.0 psi 0-82.5 sf +/-76.0 sf 30° 23' HeadlSlO C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1104+1 G4+1104+1 C4+1 C4+110441 C4+1 04+11C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 t DLO Jamb 8 8 B 8 8 0 B 8 B 6 8 8 8 B 8 B 1D 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 6+9 8+9 8+9 8+9 6+9 8+9 8+9 Daslgn Pressure +/--90.0 psf +1.82.6 pat +/-75.0 psf g 29° Head!SIII C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C4+2 04+2 C4+1 C4+1 C5+2 C6+2 C4+1 04+1 C5+2 C5+2 C4+1 C4+1 C5+1 C6+1 C4+1 C4+1 C5+1 05+1 0. 36" DLO Jamb B a 8 8 B 8 8 8 1 B 1 8 1 8 1 6 8 B 1 10 8 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 1 6+7 1 6+7 1 7+8 1 7+8 1 7+8 1 7+87+8 1 7+0 1 7+8 1 7+8 1 7+0 1 8+9 1 8+9 8+9 ,g+9 8+9 a+9 8+9 8+9 1 8+9 8+9 s+9I Design Pressure 0.90.0 ps! +/-82.6 pet +/-76.0 psf OH LENGTH t� 35° Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C6+2 C5+2 C5+2 C5+2 CS+2 05+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 .. 42' DLO Jamb I 8 I 8 1 6 1 8 1 B 1 8 I 8 I 8 1 8 1 8 1 10 I 8 8 1 8 1 10 6 10 1 10 10 10 10 10 10 10 P-hook 1 6+7 1 7+8 1 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+8 8+9 8+9 8+9 8+9 8+9 1 8+9 8+9 8+9 1 8+9 8+9 8+9 8+9 1 8+9 1 8+9 8+9 z 0 OH RATIO 2 1 O Design Pressure +1--90.0 psf See Note A below. +1$2.6 pat _ 41.76.0 psf = 00 48' 41° HeedlSlll 04+2 C4+2 C5+2 CS+2 C4+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C9+2 C6+2 C5+2 06+2 C6+2 C5+2 C5+2 06+2 C6+2 C5+2 C5+2 C6+2 CB+2 0 OLO Jamb 8 8 B B 8 B 10 a 8 8 10 8 8 B 10 B 10 10 10 10 10 10 10 10 P-hook 6+7 7+8 7+8 7+e 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 8+9 19+1019+1019+10 6+9 19+1019+1019+10 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6.6A,7A, 8&8A; +1-87.1 FOR GLASS TYPE 7 NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH HEIGHT 2)WHEN USING THE 2-1/2°SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL,POSITIVE WATER DLO WIDTH= NOM.PANEL WIDTH-7' DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 3)4-.3-1/4"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2°SILL IS NOT AND DOOR UNIT HEIGHT-10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ Interlock P-hook Lockstile@Jamb Flori dit wraplylag nitY tM Assembly Straight Astragal Assembly 90°Astragal Assembly 135'Astragal FloAg o e Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile pne 7' 2015 Heavy-duty Astragal Outside Corner Outside Inside Corner NI,ml D&Pmdw Corner ry B7 ttt IrII � inside ;\% �Ot>V LYPIN/� Inside Corner'I I Corner Outside ��,•'4tcElaSF' Corner "z=.•' Part 061(Stile) Part 061(Stl le) par[0119(Out.) Part U61(Stile) No.537D5 1C Part#61(x2) Part 061 Part 061 Part 061 Part 0138(Corner Parts 031&032 Part 061 Part 068(Astragal) Part 0120(in.) - -• Receiver) (Corn.&Fxd Mount) — ' Sc f01a2015 A O CHANGES THIS SHEEP �' Fr,T OF.•'•`\/•- NNrcxNa 6DRIVE DP AND ANCHORAGE t ,.,coRln,.. l�`,. SERIES 770 ALUM.SGD-LM IMPACT ' 5ionini ;. /e+1Nea 1� .rru a r saw are u..row ar I r r 1 1, A.LYNN U&IR'.P.E. °i"n� CERT.OFAURr.67aPae ® SOD-770 NTS l3 22 PGTO130 A P.E.#58705 JR 10/10/14 NO FRAME '7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, MAX.UNIT WIDTH DETAILS,SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS SEES,S CLUSTER SEE"C5'CLUSTER DETAILS, FOR ASTRAGAL EXTERIOR DETAILS,SHEET 10 FOR REQUIRES"C6' SHEET 10 FOR INTERLOCK NOTE, PLANE)SEE TABLE 2,SHEET 7 24"MAX.O.C. POCKETS INTERLOCK CLUSTER,SEE THIS AND 60'NOM. SHEET SEE POCKET 8 P-HOOK _ PANEL WIDTH DETAILS,SHEET 11 x x ( ) r------- x x x x x x 6'MAX. JAMB MOUNTING 1 x x x x f x x x x x x INSTALLATION, ADAPTER I 6'MAX. (oi r x x x x x x x x x x x THIS SHEET 1 I I L a x x ANCHORS MEDWAY 1 1 ° 3•MAX. &SHEET 14 BETWEEN P-HOOK I I I 4 PAIRS OF ANCHORS&AT 3" i ® ° I x=FRAME x x ANCHORS FROM Top& ®i f ip ANCHORS 98" (TOTALS • BOTTOM i o 14' Iy& ' � I UNIT 21'MAX• ANCHORS)) TO MAX.O.C. HEIGHT O'C' PERJAMB4.051MPEN14'MAX.O.C. n o=P-HOOK EDGE OF POCKET SEE 1 a ANCHORS x� (SEE JAMB INSTALLATION ®I I Z x DETAIL DETAILS'JC'&'KC', } 10 BELOW) END PANEL SHEET 14&PART I®� . 1 ;°=MOUNTING ANCHORAGE DETAILS'J'&'K', i j i o MOUNTING 24"MAX. (2 ANCHORS) SHEET 19 FOR L�� II 3 ANCHORS "TER x x l x x O.C. P-HOOK �---- e'MAX. x x x "+2" ANCHORS END PANEL x' x X, xxx xx x x x z xxx x x x x NfAx ANCHORAGE(SEE ANCHORAGE ANCHORAGE , x' x xx x , x' +2 SKETCH BELOW) • (SEE SKETCH BELOW) ,�"*2' '+2' �'+2' ANCHORAGE ANCHORAGE CENTERLINE S'MAX..TYP. ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24"MAX. I EXAMPLE:5-PANEL,2 TRACK 90"OUTSIDE CORNER-pXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 60'x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL ANCHORS MAY BE ADDED 1)APPROVED ANCHORS:SEE TABLE A.SHEET 1 AS NEEDED TO ALIGN THE 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: EXTERIOR HEAD OR SILL IF A SPLICE gg" I CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" �- OCCURS AT THE P-HOOK. NOM. < • INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX. PANEL SEE"C5'CLUSTER ASTRAGAL.LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY "-^'`__ 5.64" ^+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT 3,5" REQUIRED AS PER THE FIGURE AT RIGHT: °" 6 MAX' CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21'MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR -2-TRACK OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8 SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. wpprorcd ut•mMyivatHth 1K "+2"ANCHORAGE ANCHOR PAIR Flnda; Ia c REQUIRES SEE"C5"CLUSTER END PANEL 6 1 CENTERLINE Dek I CENTERLINE 'C6'CLUSTER,SEE DETAILS,SHEET 10 ANCHORAGE HeM • l DETAILS,SHEET 11 —OF FOR ASTRAGAL [--OF (2 AN 11),ae Product Coehol INTERLOCK ASTRAGAL • 4.051" —1� 3.5" I— MAX. nY. a _ , • f •'.)+' (�CENTERLINE ' CENTERLINE CENTERLINE _ No.68705 EXTER >r,1214ig IOR I OFPANEL 3 "+2'ANCHORAGE �OFPANEL 4 +2^ANCHORAGE �'- OFPANEL 5 = SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS (a 3` IS r 11Y/ �� 10/8.2015 A OcNANOES THISSHEET °i"1'� (�`•. "tORIO' :'' n ,,,,,,�,� rd7a7ECHNOLooroRlve ANCHORAGE SPACING&EXAMPLE PLANS � ,�� •.,ALORI01`.••�- N VENICE,FL 34275 me i Stip........•• ,`� R fw1>*eo 150o SERIES 770 ALUM.SGD-LM IMPACT '';/o pi � A.LYNN MILa11P`.E a JR 70/10114 a,n. CERT.OFAUM.0"M ® SOD-770 HITS 9 °'22 PGT0130 A P.E.p 58705 ASTRAGAL OR I SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR 6"DIAG. (FOR SPLICE INTERLOCK SPLICE LOCATION 2.04' INTERLOCK-^—IF NEEDED INTERLOCK-^' CONDITION,USE IF NEEDED 2.04" CENTERLINE I CENTERLINE °C6"CLUSTER DETAIL) CENTERLINE 3.5" 1.75 EXTERIOR 6'DIAG. 7,. 7., 3.6" 21" rte✓ 1.75' M2.04" "DIAG. MAX. O.C. EXTERIOR 2.04" 2.04" 21"0 1 f5.64MAX. EXTERIOR u—3.5" EXTJE�R,IOR 4'DIAG. 7" EXTEERIOR 7 3'5" O.C. v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL V 7 6"MAX. 2-TRACK FRAME HEAD/SILL5.84" (ED ASTRAGAL OR INTERLOCK ,(a ASTRAGAL OR INTERLOCK Ca-)ASTRAGAL OR INTERLOCK f—2-TRACK. (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB . 6"MAX. ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5') ANCHORS ARE REQUIRED,"C6') ANCHOR PAIR I4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL ORSPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK- IF NEEDED INTERLOCK--'I CONDITION,USE INTERLOCK--f—IF NEEDEDEXT�g ANCHOR PAIR CENTERLINE I CENTERLINE I C8"CLUSTER DETAIL) CENTERLINE 3.5' 2.04° E 3.5" 7' ANCHORS MAYBE INSTALLED a I 21" EffHER IN THE EXT.OR INT. 2.04" 4"DIAG. MAX. TRACK(INT.SHOWN) 4.08" 4.08" O.C. 2.04" 6.64" NOTES: 1.ALL DIMENSIONS SHOWN EXTERIOR 7- EXTERIOR 7 4"DIAG. EXTERIOR 3.5" �L f1 n 3.5° RE BRED. ON MIN. v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL �7 3 TRACK FRAME HEAD/SILL 6"MAXM ALLOWED. ASTRAGAL OR INTERLOCK (aD ASTRAGAL OR INTERLOCK (aD ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB LOCATIONSIANCHORAGE AT ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5') ANCHORS ARE REQUIRED,"C61.) ANCHOR PAIR P-HOOK SEE SHEET 9. ASTRAGAL CK SPLICE LOCATION ASTRAGAL OR II ASTRAGAL OR CONDITIONS ONLY: INTERLOCK+I (FOR SPLICE FOR SPLICED IF NEEDED INTERLOCK-^i (FOR SPLICE INTERLOCK CONDITION,DO NOT CENTERLINE CONDITION,USE USE THIS DETAIL) SPLICE LOCATION CENTERLINE I I CENTERLINE •--� 1 75° � C6'CLUSTER DETAIL) IF NEEDED 3.5" 3.5" 3.5" - 7 3.5" IMpmL ved u".plyloC wll►IIU iH 2.04" 4"DIAG. 2.04" 4"DIAG. 2.04" Flvrlde eldrg Dek 2.04" 5.37"DIAG. 4"DIAG. NOA# 4.08 Vml .de Pmdud 4"DIAG. t 2.04" py „ I 3.5° ,< o LYNN EXTERIOR EXTERIOR EXTERIOR 7" —► 3.5" 4-TRACK FRAME HEAD/SILL I'D 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL `' r 4,ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK RD ASTRAGAL OR INTERLOCK No.58705 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") _ ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,"C6) WITH&WITHOUT SPLICE CONDITION =_•T7 (Y WnCeX pin: RrN,1yLL p.ve0ci° �n,'•, tiT TE L(i SC 10/82016 AOCHANGES THISSHEET f979TECHHaoavoRn4e ANCHORAGE,EXAMPLE CLUSTERS c;,•.FcorloP.• ���;` N.VENICE,Ft 94276 SERIES 770 O""J"Re6yY.• BMb'c s.�e,ac ALUM.SGD-LM IMPACT (941#801600 dA1."10 c LYNNhIER,P .:E`.p/0e pCERT.OFAUIH.#2996 P.E.058705 dATS1O n.roaGA; 2.04" 2.04" INTERIOR 2*DIA " INTERIOR 2.04" NOTES: INTERIOR INTERIOR 7• 1.ALL DIMENSIONS SHOWN ?4'DIAG." 4'DIAL. 8.94" ARE BASED ON MINIMUM 6.12" 6.12^ 3.5" 3.5" ALLOWED. 2..INTERIOR INTERIOR 7" INTERIO INTERIOR QUANTITY AND SPACING, LS DEPICT OR 90' 3. 90° 3. RIOR 1 ° S AND WOULD BE IDENTICAL EXTERIOR EXTERIOR 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. EXTERIOR 3.5" 4" 3.5" 4" 3.5" 3 5" 4„ ,+I"ANCHOR 2.04' EXTERIOR 2.04" 7" 2.04' EXTERIOR 4" 2.04^ 7 .. EXTERIOR 6.94" 90°CORNER 90°CORNER 135°CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I OF PANEL ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4) ANCHORS ARE REQUIRED,"C6') 4.08" "+2"ANCHOR INTERIOR EXTERIOR AP .1+1"ANCHOR 71 11:7 4" 2.04" q,.DIAG, INTERIOR 3.5' INTE 90° 7• 3.5" I TERIOR I_ CENTERLINE f OF PANEL 4.08" 4.08" "+3"ANCHOR 5.37"W CENTERLINE 2,04" 3.5" 3.6" OF PANEL 4"DIAG. EXTERIOR 4" ON EXTERIOR 7" INTERIOR ALL "+2"ANCHOR °3.5" EXTERIOR 7" CENTERLINE 90°CORNER 135°CORNER n VIEWS 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V I`CENTERLINE ("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED OF 2 TRACK FRAME HEADISILL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4'DIAG. INTERMEDIATE ANCHOR LAYOUT INTERIOR—� 6.12k4" *ERIOR 2.04" .12"ERIORI__CENTERLINE 4 INOF PANEL INTERIOR 90• "+3"ANCHOR 2.04" •pproveduawplylc6 with t6 ' e , Id a6.12" 4"DI G. 6. 4.08" FiAno,w EXTERIOR NOAH ami de mdul2.04" 3.5" 4, 4"DI3.53.5 .• iEXTERIOR 7' I CENTERLINE \� ty LYNN df7�',� 2.04" OF PANEL ,i��X�' >cENSF'C�Fp��: 90°CORNER 135°CORNER 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL ("C8"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIREDNo.53705 _ INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) = _ waver my w ra. wnw.. 0 (•O 2� SO fa920f6 A ocwNGESTHISSHEET p'•. T„TEOF- aV- R fWOTECHNOLooY DRNE ANCHORAGE EXAMPLE CLUSTERS % •., H.VENICE.NNaoGy S Ip♦IMgp.iSpp SERIES 770 ALUM.SGD-LM IMPACT ee son-no A.&N MILLO�P.E. R o/tato CERT.OFAUIK I2BT69SJ � A P.E1t 58705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1/16"' 2-1/16".• 2-1/16"• NOTES: EXTERIOR 1/q�+ 1/4" 1/4" 1.ALL DIMENSIONS a _ MAX. MAX. MAX. SHOWN ARE BASED o r SHIM EXTERIOR o r SHIM EXTERIOR SHIM ON MIN.ALLOWED. j 2.METAL OR WOOD EMBEDMENT: T r T SUBSTRATES MAY BE SEE TABLE A, J USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A. 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 •DIAGONAL O.C.IS 2-TRACK FRAME HEAD aa 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4"(HEAD&SILL) Aw WOOD INSTALLATION Sw WOOD INSTALLATION MEAL INSTALLATION OR 8'(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(114"MAX.)] 1 SHEET 1 1 SHEET 1� T} (114"MAX.) (114"MAX.) EXTERIOR I EXTERIOR EXTERIOR EMBEDMENT:SEE 2-1/16"• 2-1116"• 7116,, TABLE A,SHEET 1 2 1 EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A.SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 4a 2-TRACK CK FME SILL WOOD INST LLATION fiw WOOD IN ME SILL 4a 3-TRACK TALLATION METME SILLRA INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EDGE DISTANCE: EMBEDMENT:SEE 1 SEE TABLE A, TABLE A.SHEET 1 'I 1 SHEET 1 EDGE DISTANCE: METAL TYP., EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 I SHEET 1 SEE ANCHOR 2X WOOD EDGE DISTANCE: 2X WOOD CAR NOTE 4,SHEET 1 SEE TABLE A, TYP.,SEE ANCHOR TYP.,SEE ANCHOR +pproved a mmplyingwllY IEe SHEET 1 2-1/16"' FIurLL tat NOTE 3,SHEET 1 NOTE 3,SHEET 1 g SMS ANCHOR TYP., odk 1 2-1116"' SEE ANCHOR NOTES NOA#�m&Prmodmnmol WOOD ANCHOR TYP„ 2-1/16"' &TABLE A,SHEET 1 MIN.OF 3 SEE ANCHOR NOTES WOOD ANCHOR TYP., THREADS &TABLE A,SHEET 1 SEE ANCHOR NOTES BEYOND THE rr� &TABLE A,SHEET 1 EXTERIOR METAL ,\` 0 . LYNN��/z r EXTERIOR O I EXTERIOR �j SUBSTRATE ���•''\,ICE1J3Lc''•, 114°MAX.SHIM Imo— 1vl 1/4"MAX.SHIM ---]1- r 1/4"MAX.SHIM ►�I� " IJu.58""/05 %r e2-TRACK FRAME JAMB ®3-TRACK FRAME JAMB ja 4-TRACK FRAME JAMB - WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION ::=_0 xmael: o•e n.e ac /? STAit:OF SC 10/&2015 A NO CHANGES THIS SHEET l��\'•. ' d: a 1070TECHNOLOGYDRNE ANCHORAGE DETAILS (,�,•............LORID .•' N.VENICE,FL 34275 T~ rrrJ"/l SERIES 770 ALUM.SGD-LM IMPACT (041H00-1000 p„roo' x r. A.LY�t•/ '�R,P.E. p JR 10/10/14 CERT.OFAI77H.M280 ® 300.770 NT3 i2 d 22 PGTOi30 A P.EJi 58705 ' INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE PER TABLE PER TABLE ON MIN.ALLOWED. A,SHEET 1 2-1/16"" 2-1/16" 2-1/16"" A,SHEET 1 A,SHEET 1 114" "DIAGONAL O.C.IS EXTERIOR ; >.� •�-`. 1 `, {• •i `� Mme• MIN 4"(HEAD&SILL) a 1 j r SHIM OR 6"(JAMB)SEE DETEMBEDMENT: 1/4" EXTERIOR L 1/4" EXTERIOI1 0&MLS,SHEETS SEE TABLE A, MAX. a MAX. a SHEET 1 SHIM SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP„ PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ja 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD Ac CONCRETE INSTALLATION ec CONCRETE INSTALLATION kgcj CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEEANCHOR SEEANCHOR SEEANCHOR NOTE 5,SHEET NOTE 5, NOTE 5, 1(1/4 MAX.) SHEET 1� SHEET 1� 1 (1/4"MAX.) 1- 1- EXTERIOR T . EXTERIOR i EXTEERIOR2-1116"' `T CONCRETE 2-1112-1/16" PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A.SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL 16Eh 4-TRACK FRAME SILL Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc)CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 H EDGE DISTANCE: EMBEDMENT:SEESEE TABLE A, TABLE A,SHEET 1 -`I SHEETI' EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE 1 _ SEE TABLE A, 1 X WOOD BUCK TYP., TABLE A,SHEET 1 �I -J SHEET 1 SEE ANCHOR NOTE 3, EDGE DISTANCE: SHEET 1 PROPERLY SECURED SEE TABLE A, PROPERLY SECURED 1 X WOOD BUCK TYP., 1X WOOD BUCK TYP., Approved.�eomplYlu6w11►the SEE ANCHOR NOTE 3, SHEET 1 PI"r4de Id g SEE ANCHOR NOTE 3, CONC./CMU ANCHOR 2-1/16"" SHEET 1 SHEET 1 TYP„SEE ANCHOR nog NOTES&TABLE A, TYP.,SEE ANCHOR O Incl ade Product 2-1/16"' ttol CONC,/CMU ANCHOR CONC./CMU ANCHOR 2-1/16 SHEET 1 CONCRETE Itf NOTES&TABLE A, TYP.,SEE ANCHOR OR CMU SHEET 1 CONCRETE NOTES&TABLE A, EXTERIOR PER TABLE LYNN EXTERIOR '� OR CMU SHEET I CONCRETE n A,SHEET I �` 0��,........n//< EXTERIOR V ,. !` nn PER TABLE nn OR CMU � .<,. ��cENss'••.,P X71/4"MAX.SHIM A,SHEET 1 V 1/4"MAX.SHIM ---I F� PER TABLE A,SHEET 1 1/4"MAX.SHIM r 1 No.56705 2-TRACK FRAME JAMB E 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB �• CONCRETE/CMU INSTALLATION HeCONCRETEICMU INSTALLATION _0: LC ar"bnr ;� . rA �s;,4 SC 10/82015 A OCHANGES THISSHEET ,.TA cOF ..</:' 10707ECHNOLOGYDRIVE ANCHORAGE DETAILS % T •..•Ftt:,,t,oh.••' �` ..aB, ae• p, /gypM. 1FL 600s4z75SERIES 770 ALUM.SGD-LM IMPACT a� , /CJIN- P igG A Lim MIL1112 ),P.E. Q JR 10110/14 p� CERT.OFAUTH.029M ® soano NTS 13 d 22 PGT0f30 A REN 58705 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.893"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT �' DISTANCE 2.FIGURES ON THIS SHEET ARE FOR W WOOD FRAMING TABLE A,SHEET 1 HOOK MOUNTING ADAPTER WATER ILLUSTRATIVE ANCHOR o W000 ANCHOR TYP., INFILTRATION CMU PURPOSES ONLY.SEE SEE ANCHOR NOTES ANCHOR TYP.,SEE TABLE A,SHEET 1 FOR EMBEDMENT: &TABLE A,SHEET 1 28 ANCHOR NOTES& ALL APPROVED SEE TABLE A, (ALSO SEE TYP. TABLE A,SHEET 1 SUBSTRATES. SHEET 1 28 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE DISTANCE:SEE °•:-'�'; r EXTERIOR 3.SEE TABES 1-3, TABLE A,SHEET 1 EMBEDMENT: ' SHEETS 6-8 FOR SEE TABLE A, "''' ' ���`.�"'' P-HOOK MOUNTING REQUIRED P-HOOK 28 y; :. '.: i'..: AND P-HOOK EXTERIOR SHEET 1 '.;,',•;:, ;,•• ADAPTER CONC./CMU MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., ANCHORTYP.,SEE SEE ANCHOR NOTES V P-HOOK ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE E EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE CMU PER TABLE ON SHEET 9. (ALSO SEE TYP. 2.693"MIN. A,SHEET 7 TABLE A,SHEET 1 (ALSO SEE TYP. ILLUSTRATION,SHEET 9) EDGE DISTANCE ILLUSTRATION,SHEET 9) ahdwP-HOOK FOR USE WITH FLAT SILL RISERS ®P-HOOK FOR USE WITH FLAT SILL RISERS PARTS#18,#20,#22 OR#24, JD PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU SEE NOTE 4,SHEET 1; EMBEDMENT: ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLE A.SHEET 1 ANCHOR TYP.,SEE ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 A,SHEET 1 SUBSTRATE &TABLE A,SHEET 1 r ALSO SEE TYP. 28 (ALSO SEE TYP. EMBEDMENT: >' SEE TABLE A Ax ILLUSTRATION,.SHEET 9) ILLUSTRATION, 28EMBEDMENT: SHEET9) SHEETI f .; ,;:;•'•: : :SEE TABLE A, ED DISTANCE:SEE , SHEET 1 TABLE A.SHEET 1 :+' <'' :•.' 1-1/4'MIN.EDGE DISTANCE 30 ,..30 P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR SEE ANCHOR NOTES n_ ANCHOR TYP.,SEE 4POmvcd as omPlYfng with 13b &TABLE A,SHEET 1 V ANCHOR NOTES&TABLE ort& old g Ot (ALSO SEE TYP. 2.693•'MIN. A,SHEET 1 ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. 2.693°MIN.EDGE DISTANCE bNfO�j �r pmftD ILLUSTRATION,SHEET 9) oy P-HOOK FOR USE WITH BOX SILL RISERS Ifa P-HOOK FOR USE WITH BOX SILL RISERS \ f , Kw PARTS#19.#21,#23 OR#25, Kc PARTS#19,1121.#23 OR#25, `��aON� I YfJN A7ly METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR .• ��celtSE'•�F� '� (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT Q •' FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY SID,0705 Ren09/. Deb flM,Mc ­w= �.••.�vlTr � I)SC 10/8/1015 A OCHANGESTHISSHEET 10707ECHNOLOGYDRNEUUT. ANCHORAGE DETAILS %��� •. R b N.VFJVICE,FL 34275 ik �f�C��^...... ....•'\���\ SERIES 770 ALUM.SGD-LM IMPACT '��,;!061AL.:- ++�� e.i.>•vc ea1r R" A.'+ARMILLER,'d.E. ne"n Wb a,ea°d Deb' CERT.OFAIJIM 910286 SGO.770 NTS 14 -22 PGT0130 A P.ED 58705 JR 10/10/14 CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL W, DLO TYP.PER TABLES 1-3 SHEET 18;INSTALLATION WIDTH �L�ERI.. ll DETAILS'AV/&'Ac',� EXTERIOR SHEETS 12&13 90" PANEL FANELPANEL TYPE PANEL CORNER DETAIL'N2', TYPE OS' TYPE SHEET 19&CORNER 'A' K' ANCHORAGE SHEET 11 NOM. MAX.UNIT MAX' PANEL / / MAX. HEIGHT INTERLOCK DETAIL PANEL % WIDTH TYP. DLO PER 'M',SHEET 19 HEIGHT SEE PER / HEIGHT TABLES EXTERIOR INTERIOR NOTE 2 TABLES 1-3 1-3 a JAMB DETAIL'GY,SHEET X � 18;INSTALLATION DETAILS 'GvV&'Gc',SHEETS 12 813 SILL DETAIL-D',SHEET 18; 90° INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-)O(/XX 'Dw'&'De,SHEETS 12&13 SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" 08X1" #10 X 1-1/2" PH SMS PH SMS 0Prored ea eomplylq MIj tic Florida I Ug C PANEL RAME CORNER no� CO[RNER N ■ml ode Prod. "ll DETAIL DETAIL Ry. NOTES: ���o`��1YNN/UJ4, 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6.8 FOR MAX. ��� .•';���,qF'., p �� PANEL HEIGHT AND WIDTH,SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. ;'%r: No.50705 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. - CY. newer• ar• R.wt: oew+eEO <(/ socRtincesilsstErsc toi2ts A ' 17CEN�aMVE EXAMPLE ELEVATIO 7NCN.0TFtoRIpP•`��j''' a� SERIES 770 ALUM.SGD-LM IMPACT '�,`S/01'J�.� ° (811 jdB4t600. edr s..r o..,ynnMILL�A�P.E. JR 10110114 CERT.OFAURI.#29296 SOD•770 NT`S 1$ -22 PGTO130 A P.E.058705 CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 'M',SHEET 19 OPERABLE JAMB DETAIL'GT,SHEET 18; ( �'�--j)—INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13XED JAMB DETAIL'G2', ASTRAGAL HEADERAIL W,SHEET HEADER DETAIL'A,SHEET 18; DLO' JAMB DETAIL'G3',SHEET SHEET 18;INSTALLATION DETA11 S'L1'&. 18;INSTATION DETAILS INSTALLATION DETAILS'Aw'&'Ac', WIDTH 18;INSTALLATION DETAILS DETAILS'GW&'G6, L2,SHEET 19 'Ay/&'Ac',SHEETS 12&13 7 SHEETS 12&13 TYP �'Gw'&'Gd,SHEETS 12&13 SHEETS 12&13 \/ 90° ( ' EXTE IOR INTERIOR PANEL PANEL PANEL PANEL PANEL PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE PANEL PANEL TV 'L' 'D' A' TYPE TYPE TYPE TYPE MAX M',SHEET 19 MAX. ,A, CS' OS' K, NOM. 90°OUTSIDE CORNER / / / UNIT / UNIT DETAIL'N1',SHEET 19& / ' PANEL HEIGHT SILL DETAIL NOM. / HEIGHT CORNER ANCHORAGE MAX WIDTH TYP. / / PER D',SHEET / PANEL PER PER SEE TABLES 18; MAX./ WIDTH TYP. / SEE TABLES SHEET 11 DLO TABLES 1-3 NOTE 2, 13 INSTALL DLO pER NOTE 2, 1-3 , INTEaIoa HEIGHT SHEET 15 HEIGHT TABLES 1-3 SHEET 15 DETAILS EXTERIOR a a Dw'&'Dc', r� a NOM.PANEL O X X X SHEET `✓ X WIDTH TYP. ( &13 X X X PER TABLES MAX.UNIT WIDTH J� MAX.UNIT WIDTH 1 3 SEE FRAME& PANEL CORNER SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'Dvi&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iv/& l L2,SHEET 19-\ INTERLOCK DETAIL V,SHEET 19 Ic',SHEETS 12&13� u HEADER DETAIL J� AMB DETAIL'H2',SHEET P-HOOK DETAIL W&'K',SHEET '13%SHEET 18; ( 1 1 HEADER DETAIL V,SHEET 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HE INSTALLATION DETAILS 'Hw'&'Hc',SHEETS 12&13 'Jc','Kw'&'Kc',SHEET 14 DET BEET 1&'B 3 DETAILS'Iw'Vii,SHEETS 12&13 'CW&'Cc',SHEETS 12&13 SHEETS 12&13 MAX.UNIT WIDTH Imo--- MAX.UNIT WIDTH I�(T RL. PANEL PANEL PANEL i` I PANEL PANEL PANEL PANEL TYPE TYPE TYPE j TYPE TYPE TYPE TYPE 'L' 'M' 'F' I M' F' F P' � I � MAX. MAX.UNIT NOM. ¢'o j NOM. UNIT HEIGHT PANEL oa I / / PANEL / HEIGHT Lppro�eJnempIyl°aaxhfrw I / / / Flo old e� e PER WIDTH TYP. I / / WIDTH TYP. / PER pAk �! TABLES PER I SEE MAX• PERTABLES NOAN 1-3 TABLES 1-3 i OTE 2 DLO TABLES 1-3 1-3 nl 'PioJuctC°etrol i SHEET 15 HEIGH,�TT.3 w X x X x 0 �•`.���N.cFNs Ly Q�i��Fr,/ EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18, EXAMPLE:XXXO SILL DETAIL'F',SHEET 18;f I•Ic.!i8/OS �4 (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS Ew'8'Ec',SHEETS 12&13 FYI&'Fe.SHEETS 12&13 ;-�: al-E., ( RNM°y. W0. RON1bn' 0+°Norc E -' SC 1OW015 A O CHANGES THIS SHEET ��`•, 5� 1'L F L/� 1070TECHNOLOOYDRIVE EXAMPLE ELEVATIONS ;p •.,!toaloP.'' �;: N.VENICE,FL 3I776 SERIES 770 ALUM.SGD-LM IMPACT ass/or;A�. No— ftpNWO�' '� \•\ (B11}f80.1600 o.b: � o.b: ® srb.w°r sem►: '1 d..`o�e R"' A.LY.E.#6 705 P.E. JR io/fo/fq CERT.OFAUIH.Azssse W.170 NTS 16 d 22 PGT0130 A P.E q 68705 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EEXT CORNER INT CORNER INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER XT CORNER 35 RED OUT IN EIVER 36 RECEIVER TYPES STILE W/HANDLE BOX OUT BOX IN WIHANDLE W/HANDLE Wl HANDLE WIHANDLE WIHANDLE W/HANDLE 90 RECEIVER W/HANDLE WIHANDLE 8718 0178 #31 #31 #720 #119 081 #178 #81 #6 #61 #61 SINGLE INTERLOCK a3:3- F PP K L TR TQ TC TA TV TW OUT (e0xovp SINGLE INTERLOCK 8 E P A C C IC SQ SC SA SV SW IN (maff m0xvq STILE FIXE �- RR R S S FD FC FV FW poxom mx/M LOCKST I.N.L. D M J J ` (sox ourl (Roxw! W ASTRAGAL d BOX OUT LR PANEL NOTES: Wl HANDLE (e0xo00 1.SEE DP TABLES 1-3,SHEETS 8-8 FOR PANEL ASTRAGAL A I SIZES&DESIGN PRESSURE. Box IN /V LEFT j 1INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF W WIHANDLE J mOJPo PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS F- ASTRAGAL T U STILE EXTERIOR STILE AND ARE NOT AVAILABLE. U) BOXOUT 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES I— (BOXoM (BOX OUT) (#61),CORNER RECEIVER(#118)AND EITHER L- ASTRAGAL T / ! PANEL"E'SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER W eox IN lJ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. (Box N) rynxaq INT CORNER RT CI 4.135*ASTRAGALS TO USE HEAVY-DUTY STILES 90 LOCKSTILE (#61)ANDCORNERADDON(#31). _I W1 HANDLE#120 W EXT CO SILL RISERS OPTIONS '232' z 90 LOCKSTILE QT QS —�'I I'� 232" Q W/HANDLE#71g VC VC �+— •232 EXTERIOR I I EXT R ,062' EXT CORNER 087 ^ /� 232" EXTERIOR 90 RECEIVER / -T r S EXTERIOR (� .062° 4.055' W!HANDLE VVV V � '.062' �Y 3.305' #178 �5 INT CORNER."6.1* 61 AT AS DF 1.567' 90 RECEIVER .062' W/HANDLE EXT CORNER M. /'� (,-.-.)SILL RISER,FLAT• SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT 90 RECEIVER CF FLUSH,1-1/2' 20 LOW,2-1/2" 22 MEDIUM,3-1/4' 24 HIGH,4" ri31 t— .750' �PProvcd e�eomPlYl�lpIA 16 EXT CORNER 750" EXTERIOR Din r" °i IPg 17 135 RECEIVER VT VS VF W!HANDLE #67 I•� .750' EXTERIOR (ALJ •062' NpM INT CORNER #37 EXTERIOR EXTERIOR I .062' `�" 61 m1 ad,Pmd. hol 35 RECEIVER WT WS WF a� 906' 062" 4.055' W/HANDLE #f1 3.305' By. .082" 5, , ... 1,567 �\�UN I LYNN q�i4 OSILL RISER,BOXI' O SILL RISER.BOX O SILL RISER,BOX O SILL RISER.BOX - 19' 2t 23 MEDIUM,3-1/4" 25 HIGH,4" ` '( Nu.58705 FLUSH.1-1/2" LOW,2-1/2'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 :•(� R Dr. SD iasvo76 A NO CHANGES THIS SHEET Q 1A EU• R,,, yoloTECNNocoorORnE PANEL TYPES Q '• �LorlD?.. "��: N.VENICE FL 31276 ne ��,��ti'•••.....• ,(�;. �+ am RWkrm- SERIES 770 ALUM.SGD-LM IMPACT A:LIYNMMfit LL7_�,P.E. �JR X10/10/14 oe. CERT.OFAUIH.029M ® SGD-770 NTS 17 d 22 PGT0130 A P.E.#58705 ASSEMBLY DETAILS 108 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 600861 105 LOCK PART 17 FULL LENGTH 14 75&107-110 t4 100 FULL 5 da 60 OR 61 80 OR 81 G3 18 5 Gt 60 OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN 5 SEE DETAIL G7 CLIP#105 WITH FOR FIXED LOCK PART 105 B"L@ONG W/RETAINER#106 OPERABLE 66 75&107-11 PANEL CLIP 113 MIDSPAN (SHOWN WITH PANEL FIXED PANEL TO LOOK PART SEE DETAIL G2 5 THE INTERIOR) EXTERIOR 103 113 75&107-110 103 FOR FIXED 5 103 BO OR 61 PANEL CLIP IDEXTERIOR 14 v 15 5 112 1e 17 #10 X 314' 123 FULL LENGTH C'2 qp Ci4 I-I 60 OR 61 EXTERIOR SMS,X 3 OF JAMB 2-TRACK JAMB 2-TRACK JAMB EXTERIOR 1 yEXTERIOR �I„EXTERIOR V CLIP#80 OR#105 51 52 W/SCREEN v �/ 6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB @ 00 (SHOWN WITH H1 (SHOWN WITH �(SHOWN WITH I7 (SHOWN WITH 2 (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL] so OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR EXTERIOR 2 112 1 3 4 45 6 113 6 113 5 52 51 69 EXTERIOR 69 EXTERIOR 69 EXTERIOR 53 �] a 3-TRACK ja4-TRACK MAX.UNIT OPOWN SCREETH (62)2-TRACK N FRAME HEADCREEN FRAME HEAD FRAME HEAD HEIGHT PER TRACK TABLES 1-3 53 69 69 69 EXTERIOR EXTERIOR 62 61 720 73 72 0R 73 72 OR 73 FI p u corePtyh+6 `� SS Id g 9 45 11 10 NGAN, 113 11 11 GAN 48 47 u 8 a11eml ORde Pmd-m(bmml EXTERIOR 112 5 113 113 Oy a 5 5 '�I 1YNN 41/Cal,�i 2 TRACK W/SCREEN 3-TRACK 4-TRACK FRAME SILL FRAME SILL F FRAME SILL _ NQ.GO'70:i 'ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES - 1�3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. �= R.W er. D.oc R.NWr: e.wM.. �(�\•, Sl'.l-OF aJ` sc 1884015 A OCHANGESTHISSNEEr IOlOTECHNOLooYOANE VERTICAL SECTIONDETAILS RcoR1O?•'' ' as Rnrlau: N.VENICE FL34276 nr ,i�Cs�,y''•••••••'G\��� 19;9-w— h (9e1Ned•160p SERIES 770 ALUM.SGD-LM IMPACT s.r.wae err• er+.e p� - R.. A.LYNN WLL�R,P.E. SJR 10110/14 CERT.OFAURL#n298 Ry. SGU-770 NT.S iB d 22 PGT0130 A P.E.#68705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) INTERIOR 5 'Q 81 113 116 28 26 1 30 113 11 27 83 28 27 83 103 62 111 63 80 OR 61 80 OR 61 60 OR 61 85 29 14 29 120 65 65 5 EXTERIOR 111 02 EXTERIOR 111 82 90° EXTERIOR EXTERIOR INTERIOR EXTERIOR n P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS (� INTERIOR U (EXT.OR INT.MOUNT) ®K EXT.MOUNT ONLY r 90° 60 OR 61 LOCK PART4QR PAR7 LOCK PART 7s&107-11007-110 s1 7s&107-15 INTERLOCK 14 i60 60B1EXTERIOR 113 n E113 v113 103 119 EXTERIOR67 SIDE L1 WITH STANDARD STILES P60 L2 WITH HEAVY-DUTYja STANDARD ASTRAGAL 067 ah H EAVY-DUTY ASTRAGAL CORNER TILES 1161 N1\_N2-TRACK SHOWN N2 90' TRAER ITEM#61(HEAVY-DUTY CK SHOWN ' STILE)SHOWN,ITEM#60 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH STILES. 4 INTERIOR 31 LOCKPART 75&1 07-110 4 INTERIOR 5 5 4 INTERIOR 135° APP�+•:J as-mplyme\rU►te. ki FloriJn Uu1J 9 135' Dule�G 14 5 61 32 NOA0 - 103 611im1 ede rod Not 61 EXTERIOR 61, liy. 32 11 5 .�\\ LOCK PART 37 103 81 EXTERIOR 7 �� ��\:'I LYNN..4.k 758107-11 14 ®135°INSIDE CORNER LNSF''•.!n 0 2-TRACK SHOWN ; 135°OUTSIDE CORNER 01 2-TRACK SHOWN r1o.5a705 '_-c1'•.� o �•of y/ RendBy. D91""m RekW,l• bnydx I ' t'�/ SC A O CHANGES THIS SHEET STAT E O' N,VENICE,FL39276 RNE HORIZONTAL SECTION DETAILS,CORNERS :;�� :�i�lTlo.• \(�: R°ndBy. 181},180.7SERIES 770 ALUM.SGD-LM IMPACT ,.� De.7RefA.'L'YNN UILLEW,P.E. JRaww CERT.OFAUR7.M10298 ® SOD 770 NTS 19 d 22 PGTO130 A REX 58705 Item PGT PGT# Description Item PGT PGT# Description NOTES: Dw .# P Dw .# 1)ALL ALUM INUM=6063-T6 1 17308 617308 2-TRACK HEAD 56 OUANEX/TRUSEAL DURASEAL SPACER(COMPOSITE 2 17303 617303 2-TRACK HEAD WITH SCREEN RAL SEALANT/DESSICANT)or CARDINAL&EDGE SPACER 2)ITEMS#33-39,'57-59.68,78,64-99, 3 17309 817309 3-TRACK HEAD 80 17325 817325 PANEL STILE 121&122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 111 17328 617328 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL. 5 17314 017314 FRAME SCREW COVER 62 17327 617327 INTERLOCKADAPTOR 3)USE OF#12 OR#13 REQUIRES 6 17317 617317 FRAME HEADA AMB ADD-ON 03 1225 OTP248 VINYL BULB WSTP.-THIN QNSDE INTERLOCK) MIN.#10 SMS OR 3/16"MASONRY 7 17304 817304 2-TRACK SILL 84 1729 71729 SILL END WEATHERSTRIP PAD ANCHORS @ 24'MAX.O.C. 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 65 17328 817328 INTERLOCK SCREW COVER 9 17307 617307 3-TRACK SILL 67 17329 617329 ASTRAGAL 10 17310 617310 4-TMCK SILL 88 17339 817339 HEAVY DUTY ASTRAGAL 11 17313 617313 FRAME SILL TMC(INSERT 69 17324 017324 TOP 8.BOTTOM RAIL 12 17315 817315 FRAME SILL SCREEN ADDON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 13 17310 817318 IFRAME SILL SCREEN END ADD-0N(SEE NOTE 3) 71. 1895 71695 1-1/2"X 1'X314'HIGH FIN SEAL DUST PLUGS 14 17305 617305 2-TRACK 4WD 72 8153 78153X TANDEM ST.STL.ROLLER ASSY. 15 17302 617302 2 TRACK JAMB WITH SCREEN RAIL 73 8153 78163N TANDEM NYLON ROLLER ASSY. to 17300 617308 3-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700 17 17311 017311 4-TRACK JAMB 75 6185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WA.ONG TRIM PLATE 18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2' 76 71032XIFPFX 01032 XI'FL SS SCREW W/TYPE'F'TIP 19 17319 617319 SILL RISER-BOX,FLUSH,1412' 77 7103239 10-32 STEEL ZINC UJNUT 20 17321 617321 SILL RISER-FLAT,LOW,2-12' 79 17357 817357 1'10 BEAD 21 17318 617318 SILL RISER-BOX,LOW,2-1/2' 60 17359 617359 7/16"BEAD/FIXED PANEL CLP 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4' 81 17380 817360 9/16'BEAD 23 17354 617354 SILL RISER-BOX,MEDIUM,3-1/4' 82 1224 M?247K VINYL BULB WEATHERSTRIP 24 17323 817323 SILL RISER-FLAT,HIGH,4' 03 61745 1745 LOWE INC,117 X 1/16'SOL SIDE ADH.TAPE,POLYETH. 25 17320 617320 SILL RISER-BOX HIGH,4' 100 8052 48052 ROLLER ADJ.HOLE PLUG 26 17333 617333 POCKETP-HOOK 101 72087 JAMB BUMPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 1696 71698 DUST PLUG 28 17334 017334 POCKET P-HOOK MOUNT 103 8188 78188X 1'KEEPER 29 17335 617335 P-HOOK COVER 104 653 7SDKEEP SCREEN LOCK KEEPER 30 17348 617348 POCKET P-HOOK FOR BOX RISER 105 17344 617344 FOfED PANEL CLIP-6"LONG 3117378 617370 135 CORNER 106 17352 017352 FDIED PANEL RETAINER-9118' 32 17376 617376 135 FDED MOUNT 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB7URN ITEMS 4053 ARE SCREEN PARTS: too 1740 71740 HANDLE KR-RAISED EXTERIOR HANDLE 40 4319 612258 SCREEN SIDE RAL-LOCKSTILE 109 1731 78162SH RANDLE KIT-RECESSED INTERIOR WITH THUMB TURN 41 7LOCKWGSK SCREEN LOCKSET 110 1732 76178 HANDLE KIT-RECESSED EXTERIOR PULL 42 41818 SCREEN KEEPER SPACER SET 111 710X34PPSDAX#10 X314'PH.PN.TEK-S.S. 43 8162 68152 SCREEN INTERLOCK ADAPTER 112 1235 67SIO WSTP,.279X.170-FIN SEAL 44 4428 84428 SCREEN DOUBLE INTERLOCK 113 1712 84066 .187'X.230'FNSEAL 45 4317 012256 SCREEN 70P MIL 114 710X115PPX 910 X 1-12' 46 4318 612257 SCREEN BOTTOM RAIL 116 710XPPT #10 X V 47 1 606 7SRAZ ISTANDARDROLLER 116 720XIX #14-20 X 1"S.S. Approved as wrnplylug wltY IM U44 888 7SRAX STANDARD ROLLER-ST.STL 117 720X112X #14-20X1-112'S.S. D.w Bulding Dew 344 84344 SCREEN ASTRAGAL 118 17336 817338 90 DEGREE CORNER RECEIVER NOAH7349 617349 OXO SCREEN ASTRAGAL ADAPTER 119 17337 617337 90 DEGREE OUTSDE CORNER ASTRAGAL511 od Dede Prplue C692 81692 SCREEN SPLNE-.165' 120 17338 8117338 90 DEGREE INSIDE CORNER ASTRAGAL694 61894 SCREEN SPLINE-.150' 123 17352 617352 FIXED PANEL RETAINER,718IV. Ll 1 0161OC20 SCREEN GOTH �� ON( •••• ..ze725 1/2'X4'XI/l6'SET.BLOCK,NEOPRENE85+/5 -�726 1'X4'X1/18'SET.BLOCK,NEOPRENE 05+/•5 %/: No.587 r7 NOTES: _ 1)ALL ALUMINUM=6063-T6 = 2)ITEMS#33-39,57-69,66,78,84-99,121 A 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. �..µ(0 '01� /Idl w.w . ow nnrwr =G`•. s1;TE : u SC 104V2016 A ADDED XL EDGE SPACER TOPARTN56 ;;�'•.,/`LORIOI`•' 1070 TECHNocoorDRnE PARTS LIST N.VENICE,FL 34276 ,•~• J ,`cS'/p),) V. f94t)80-1600 SERIES 770 ALUM.SGD-LM IMPACT JJ 10/8115 A e...ue t aar — aMON+ p^ A.LYNN MILLER,P.E. SJR IOIIW14 o.e. CERT.OFAUTH.#29290 4v soo-no NTS 20 d 22 PGT0130 A P.E.#58705 5.069" 8.582" 1.36' 1.36" 0.0801, r 1.505" 7 1.872" 1.211" 1 0.081" 0,062' 1.019" _1 � 0.081" O2-TRACK HEAD 10 4-TRACK SILL 0.081" SCREEN 1 (6063-TB AL) (6063-T6 AL) AO STILE 6.198" (6083-T6 AL) 6.198" 6.526" 5.069" 0.080° 1.045" '211" 1.605" r ' 1.993" 0.062" 0.081" O2 2-TRACK HEAD WI SCREEN TRACK O9 3-TRACK SILL 2-TRATE AL) (6063-T6 AL) 14 2-TRACK JAMB 45 SCREEN TOP RAIL (6063-T6 Al) (6083-T6 AL) 7.105" 2-TRACK JAMB W/ 8.221" 15 SCREEN TRACK -I11' 0.080" h (6063-T6 AL) 1.36" 1.2 T 1.506, 7 r- 0.875" 1.993" 0.081" O 3-TRACK HEAD O8 2-TRACK SILL W/SCREEN TRACK L 0:062" (6063-T6 AL) (6063-T6 AL) 0.081" A5 IL SCREEN OBOTTOM RA (6063-T6 AL) 9.142' 4.49" 0.081" --yl -1 0.080" 1211" 1.505" 7.105" 9.141" 0.081" OA 4-TRACK HEAD O7 2-TRACK SILL (6063-T6 AL) (6063-T6 AL) 0.060" yvP�yed tompWRC with fu. --� 1.514" Plorlda Boldins code 0.062" � Nem I 15 1.260" 0.532" 0.760" mieml oade Prvdm Coahol 0.060" 1.616° 1.990" nr 11 OOFRAME HEADMAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN ���( o'N"I ADD-ON 12 ADD-ON 18 END ADD-ON 18 3-TRACK JAMB {��..' (6063-T6 AL) (6063-T6 AL) (6083-T6 AL) (6083-T6 AL) �tf EtVSa''•.• ,. REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS Nu.50705 17 4 TRACK J - OR 3116"MASONRY OR 3/16'MASONRY AMB O /�°� (6063-T6 AL) (,( (r,_ SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. ����'. I R.W or DPW RMbm: .,; SC 1WB20t6 A O CHANGES THIS SHEET F ti' M. R 1070TECHNOLOGYVRNEpff. EXTRUSIONS N.VENICE FL 31276nr o"m R SERIES 770 ALUM.SGD-LM-IMPACT ''ii��OIVSt1.•G.� yatNsats6o111 1�I 1 o.wswe sae n..t uMcnti R"r A.LYNN MILLER P.E 0'1 JR o"b' CERT.OFAOTH.#28266 SOD-776 NTS 21 n 22 PGT0130 A P.E.058705 JR f0/iW14 0.718" 0.83" 2.304" 3.802" 0.752" 3.802" 0.752" -�1 LI 0.885" 0.574" 0.796' 1.163"� 0.062" 0.080" 0.062" 0.264" 0.233" 0 062' 5 FRAME t1 SILL 26 P-HOOK 2e P-HOOK MOUNTING 29 P-HOOK SCREW 3o P-HOOK FOR BOX RISER OSCREWCOVER OTRACK O OA063-T6 OE- 0.080" O (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) F�- 4" A"1.974" 4" 2.30" 1.488" 1.739" +-I J0" 0.062^ 1.600 L,0.133" 1.600 0.062° 1.303" " 080" 1.870" 1.888" 016" 0.325 3.125° 3.125° 0;062". K 37 135°CORNER 32 135°FIXED MOUNT 60 STANDARD STILE 61 HEAVY DUTY STILE 62 INTERLOC65 INTERLOCK (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER (6063-T6 AL) (6083-T6 AL) 3.979" 3.979' 4.125" 0.075" 0.075" 1.050" 1.050" 1.050" 1,645" 0.062" 1.04" 1.645" ffTL--- I 1 .289'H045" 8rO!4571- 485" 0.125"" 0.281" F� - 3.25" -�I .045" 67 STANDARD ASTRAGAL66 HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL 79 GLAZEADINI G. 66 BEAD.F XEIDG 61 BEADGLAZING (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 6063-T6 AL) PANEL CLIP ( (6063-T6 AL) (6063-T6 AL) 1.003" 1.03" 4" � 5.621" 0.757" r 0.080 0.050' L tpprovcd u mmplyi�y with tM 105 FIXED � rn 0 709° Florklm Boldin s PANEL CLIP 2.893° 0.133' 0.133" 1.498" UAk i 201 (6063-T6 AL) I I 1.498" 550" +10.863 Imo- 0.080" N4n1 Bede Product(bntrol FIXED PANEL 4" l l 0.709" 123 17 RETAINER.7/8" 2 828" 5.621' 726 90°INSIDE CORNER ASTRAGAL +++ O��V LYNN 11 0.080" 0.080" IFf- (6063-T6 AL) 719 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) .;��.• �crris, '....y FIXED PANEL 116 90°CORNER RECEIVER (6063-T6 AL) RETAINER,9/16" (6063 T6 AL) I.D.50705 766 (6063-T6 AL) _ -� I k."y. W!s RninviL' i.�\ �.r I,TTQ IS'•.��/� 1N82016' A O CHANGES THIS SHEET "-•� Rarrwru 1170TECHNOIOOYDRWEyff. EXTRUSIONS �'`• h1 oRlp{'.,.•'-\_`•' (011"att,1600SERIES 770 ALUM.SGD-LM IMPACT as"rowA,L1rIN AIILL��,P.E. 10/10114 v Yd CERT.OFAUTH.#29280 SOD-770 I NTS 1 22 d 22PGT0f30 A P.E.058705 'lortda Building Code Online Page 1 of 3 Depnime q $GIS Home { Log in [ User Registration i Hot Topics { Suomit Surcharge ; Stats is Facts Pubficatioru'j 1 FSC Start SCIS Site Map ! Links I Search 3usines Cf7551 Product Approval USER:Public User [ Regulation "9-0 � Er Aaorovai,t=a rp educl or Aaaikatlon St=l *Aonlira+ion Gist:.Application detail j . , t� �-- e a FL# FL239-R22 i -5 o t ry Application Type Revision Code Version 2014 Application Status Approved 'Approved by DBPR.Approvalsby DBPR shall be reviewed and ratified by the POC and/or the Commisilon If necessary. Comments Archived ! Product Manufacturer PGT industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com i Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative }ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34235 (941)485-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Emall Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 0911412015 Date Validated 0911812015 Date Pending FBC Approval hitt)s://floridabuil.dint,?.Orp,/t)r/pr am dtl.aspx?parani=wGEVXQWtDq tSlBu8CAEniBE7... 11/3/2015 Florida Building Code Online Page 2 of 3 Date Approved 09/18/2015 Summary of Products FL# Modeli Number or Name Description 239.1 SH-200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ.Yes FL239 R22 C CAC i5-052%22.pdf Approved for use outside HVHZ-.Yes Quality Assurance Contract Expiration,Date Impact Resistant:No 09/01/2016 Design Pressure;N/A Installation Instructions Other*Please see Miami-Dade County Notice of Acceptance LL_2-'_i9 R22 It IS-008_ 2 ta Z P& (NOA)for product performance information,anchorage Verified By.Mlarril-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports! Created by Independent Third Party: 239.2 SH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agenq V Certificate Approved for use in HVHZ.-Yes FL239 R22 C 9AC Approved for use outside HVHZ.,Yes Quality Assurance-Contract Expiration Date Impact ResisUnt,Yes 01/08/2019 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance Et,2 22 11 15-061.2,12h&ff (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: 239.3 SH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FI223 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R22 11 15-0519�71 (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: 239.4 SH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes Approved for use.outside HVHZ-Yes Quality AssuranceContract Expiration Date Impact Resistant-Yes 03/26/2021 1 Design Pressure:N/A Installation Instrti ctions Other:Please see Miami-Dade County Notice of Acceptance (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: 239.5 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agenc,*y Certificate Approved for use in HVHZ:Yes Approved for use outside HVHZ:Yes Quality Assurance,Contract Expiration Date Impact Resistant:Yes 05/03/2017 Design Pressure.N/A Installation Instructions Other.Please see Miami-Dade County Notice of Acceptance FI-232...g,22 11 15-d6,pq..0? ',LM,pd (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: 239.6 SH-800(small missile impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ.Yes EL 23,91 3 ZZ—C—CA9-1_$-i? .P_U3_5—M-P Approved for use outside HVHZ.-Yes Quality Assurance Contract Expiration Date Impact Resistant.Yes 05/0312017 Design Pressure:N/A Installation Instructions Other,Please see Miami-Dade County Notice of Acceptance 3n-pdf (NOA)for product performance information,anchorage Verified By:Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Indepeq'dent Third Party: Evaluation Reports Created by independent Third Party: r239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window bttns://.floridabuildinv..o.rp-/i)r/or app dtl.aspx?param=wGEVXQw-tDquSIBu8CAEniBE7... , 11/31/2015 Florida Building;Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FEL23�9 R22 C.A�10612.1_1 LMLndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance aL2'jm22 lI 15-0512,11 t.MI,odf (NOA)for product performance information,anchorage Verified By:Miami-trade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports: Created by Independent Third Party: 239,8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes F 19 22 C_CAC 45-0612 t 0 SNI odf Approved for use outside HVHZ:Yes Quality Assurance:Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other.Please see Miami-Dade County Notice of Acceptance F1139 922. IT 12.10 fi d¢ (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 Report9 Created by Independent Third Partyr, 239,9 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ;Yes FL9 22 M C' 5+�1 _0bb,odf Approved for use outside HVHZ:Yes Quality.Assurance Contract Expiration Date Impact Resistant:No 07/30/2020 Design Pressure;N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance EL231 R22 II?S-0514.06 7df (NOA)for product Performance information,anchorage Verified By: Miami-Bade BCCO-CER details,and anchor type,size,and spacing information. Created by Indepenpent Third Party; Evaluation Reports Created by Independent Third Party: 234.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification.Agency certificate Approved for use in HVHZ:Yes Ft_ 39 1222 C C.-IS-Q519ndf Approved for use outside HVHZ:Yes Quality Assurance`Contract Expiration Date Impact itesistant:Yes 0 7/3012 02 0 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 M II 15-0„um>P& (NCA)for product performance information,anchorage Verified By: Miami-Dade 8CC0-CER details,and anchor type,size,and spacing Information. Created by Indepenient Third Party: Evaluation Reports Created by Independent Third Party: tiatFr S�ext . 1440 North Mon Me 2342 PhOrle::850-48.7-11824 The State of Florida is an AWEEO employer,ceny7'Rht,aaa-,OI-1 Elate or Florida ::Priyxcv statemeni;:Acr'a§s;tttity tammrr;;ga y7n^'stagy,8ment Under Florida taw,email addresses are publ:t recoros,it you do not want your e-mail address released in_.response to a pubrk-records rt#Ieest,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.Ir you have any questions,please contact.850.467.1385.'Pursuant to Section 455.275(i),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address it they have one,The emaits,Provided may be used for ofiiciai communication with the licensee.However email addresses are public record,It 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 it you are a licensee under Chapter 4S5,F.S.,please click here. Product Approval Accepts: gCcm •THPLIV •r i httns://floridabuildina.orp/Dr/,or app dtl.asph?param=wGEVXQwtDquS 1 Bu8CAEmBE7... 11/3,12015 } 3 1 MiAMJ- MIAMI-DADS COUNTY $ PRODUCT CONTROL SECTION I DEPAEi`tt'I ENTOF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DNISION T(786)315.2590 F(786)315-2599 NOTICE OF AC!g T CEI 1�QA _ vn w.gn1smtdade.t•ovrecgnoMy PGT Industries 1070 Technology Drive 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 Bade County and other areas:where allowed by the Authority Having Jurisdiction(AHS). 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 A14J(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 perforin in the accepted manner,the manufacturer will incur the expense of such testing and the 1AIU 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 tine 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.- DESCRIII"TION:Series 118E1-700"Aluminum Single Hung Window--L.M.I. APPROVAL DOCUME,NT:Drawing No.4040-20,titled"Alum. Single Hung Window,Impact",sheets 1 through 11 of 11, dated 09101105, with revisions E dated 05/12/15, 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 IWACT RATING:Large and.Small Missile Impact Resistritnt. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: 'Miami-Dade County Product Control.Approved", unless otherwise noted herein. RENEWAL of this MOA shall be considered atter a renewal application has been tiled 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, acrd/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. ADVERTISE VENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. ff 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 Off1pial. This NOA revises and renews NOA#11-1013.14 and consists of this page 1 and evidence pages E-1,E-2 and&I,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.08 M1tM-4rfAD5 COtiN: j Expiration Date: March 26,2112.1 " Approval Date: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEYfA.NCX: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2.. Drawing No-4040-20,titled"Alum, Single Flung Window,lmpacV',sheets I through 11 of 11,dated 09101105,with revision S dated 05/12115,prepared by manufacturer, signed and scaled by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 201-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per-FBC,TAS 203-94- 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-4957,dated 10103/06,signed and scaled by Edmundolargaespada, P.E. (Submitted under previous NOAIYo.07-0322.06) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 .-2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single bung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-4958 and FTL-5063,dated 10/03106 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submittedinder IVOA'No.07-0322-06) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL4645,dated 08/11/05,signed and sealed by Edmundo Largaespada, P.E. (Submitted un der NOA No. 07-0322.06) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation allation diagram of an aluminum single hung window,with fin frame, prepared by Fenestration Testing LaboratoM Inc.,Test Reports No. FTL-4649 and FTL-4723,dated 10105105 and 08/111051 both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) Product ConB L finer NOA-No. -;0519.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. 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) Small Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced.Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.F I'L-494'7 and FTL-4650,dated 081117051,.both signed and sealed by Edmundo Largaespada,P.E. (Subinitted under NOA No.05-1018.111) 6> Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2)Large.Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc,,Test Reports No.FTI.-4948 and FTL-4646, dated 08110105,both signed and sealed by . Edmundo Largaespada,P.E. (Submitted under,NOA No.05 4018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with E13C-54" Edition(2014),dated 05112/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-042117 issued to Eastman Chemical Company(MA) for their"Safiex Clear and Color Glass Interlayers"dated 0611911.4,expiring on 05121116. 2. Notice of Acceptance No. 14-0916.10 issued.to Kuraray America,Inc for their "Kumray Butacite@ PVB Glass Interlayer"dated 04125/15,expiring on 12111116. Manue .ere P.E. Product Conti of Exa iner NOA No. 5- 19.08 Expiration Date; Mfarcli 26,2021 Approval bate: July 09 2815 E-2 i PGT Industries NQTI CE OF ACCEPTANCE: EVIDENCE S[1BMITT.IEID c F. STATEMENTS 1. Statement letter of conformance, complying with FIBC-511 Edition (2014), dated May 16,2015,issued by rnanufacturer,signed and sealed by A.Lynn Miller,.P.E. j 2. Statement letter of no finaircial interest, dated May 16, 2015, issued by manufacturer, } signed and sealed by A.Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.FTI.-4957, FTL-495.8 and.FTL- 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06,signed and sealed.by Ldmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723.FTL-4947, FTL-4650,FTL-4948 and F L-46146,issued by Fenestration Testing Laboratory, Inc.,dated 08/10105,signed and sealed by Edmundo Largaespada,P.E. (SmbmUted under NOA No. 05-101801) G. OTHERS 1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I.,approved on 11/03111 and expiring;on 03/26/16. Manuel ki"A PX. Product Color l Exa iner NOA'No. 319.08 Expiration]Date: March 2+6,2021 Approval Date: July 09 2015 E-3 GENERAL NOTES:IMPACT SINGLE HUNG RANGED AND INT EML F(N WtNDOWS ) t.c-Lw4G OpTiON&J E60£TAILBON StiE£73) I j ASHO' VEYIM ANW-AL9GtASaV4THA.OWKURAPAYSUTRCiT£NM(SYKUAARAYAMERJQkN ) OR AiNdNLLI7ERtBEASTmm 01141:004L.COMPANY) 8.51ia'tAL1)CONS)ST3NOOF(!})ZOF IIWANNEMM GLASS AND(1)LrMOF I�$HEAT STRENGTHENED GLASS WftHA .OAP xURiMY BUTAC17E�PMtttaY KURARAYAMTERICA,INC.)OR DW'SAFLEX TW8 INTERLAYER(6YEAST"CH£M,l'YS.CON?AtM C.St10't.A!(1 COASSr,*a6pp(2) rES OF 110`H£AT.STAENMHENED GLASS WITR A .ECO'KU)27Y YUTAO)TE'pVa(SY)(URtJTAv R)AERtCdt,LYC,}a£t,D30`3raLE)c?'ti9INTeRLAr£R(@Y EASTAwaO+ElffchC aLtw+AN' 6,7flS`LA )NC.)RTE71t0'LAWttHANOAI7RAWING NAP.090'KtrSUTndTE°PYS(tiYxURNRAY AM£rGCfi.-INC.I6R.Q9b"aAFtFX 4+V8)NYEP.tJtYER tDY£ASTMW7LC.M.EMNCM1L COMPANY) I a F,7N0•tWAiCON4tST)NG OrT2j UTE5 OF,3(16'HEATSTReTJSOTKENE06LASS WlFHA.O3D'x[tRATTAY St1TALMTE r-vD(BY KU RARAYAMEFXA.SNC.) SHEET 5? tOR.CW'SAFt£%°PVSfNTC311AYER(SY EASTNaVi CHEM1GYf,YiMPANY} GENERAI.NOTES..___m.1 11�� G.t3i40'LAMI IG:{t)LYT£_OF 118'7£M E GLASS,AriNROPAC£AkD Nla'LAfiO COMi915TtFiO�(2)UTE50F 1$"AKNEP�I,ED CLASS YATHA alllXltdG DETAiLS_.....»2 .620•KURARRY tLUTACITErP1/6(GY KL)lV,ItAY AMERICA INC:)OR,9'JW SAFLE)i 4N81NTERLAYER{SYEASTMAti CHEMICAL COMPANY) MIGN PRESSURES__„.3 H.ISMO'LAM.t fG:(1)LRE Of 114•'TTMPM.MASS,ANN)R SPACE AND 5118-L+VA)Do N&STiNO OF(t)LITE OF TAW ANNEALED GLASS ANO(t)LITE ELEVATIONS.............4 OF ttd'HEAT STFSt ENSti TY.l,$84YStN A,6`dO'xU)iARAY{%JTAdTE X1+8(SY K(TRAfiAYAtAEWGL lNC3 VERT.SECTIO:i2_..,.._,.S QR.OM'BAFLE% SNTERtAYER{aYEASTnt,ANCHEtfiCALODWANY) HORIZ OBcTiDN--._..d 1.I31tfi LAW tFk(1)UTE 1}O' GLABS.AN AIR SPACE AND SnV LAW CONSI$71NG OF(2)LITES OF f78'HEAT PRENOTHEN_'D GLASS PARTS L15T.�.,,�,,...._..,.0 43111 W"KUPTARAY MYTACtTE)� YxURiiRAYAid WA,943 OR.DW SAFLEX CONS= taY+EA3TMWf/diEA33CAt OO�YJ+ANY) £XTRk!$tDM3,,..,.._...__T J. I3nir LAM)TG:tI)LREOFVe TIL*�(°RM GLASS,ANXR SPACE ANO TAS-LAW CONSiSTi.K{iOF(2)MTES OF34WANNi'ALED CLASS WITHA CORNER DETAIL--7 tY)0'KUHARAYGIITACRE PNS(81':iSU}L!{RAYA1dERICCA„$-0C)OR.GW"OAPLE%SSYS tN7ENLAYERfOV EAS7L+J�U CHEMICAL COR iWY) ANCHORAGE,,...._._,,.._,.0.11 K 13MW LW IG:++T)LTTE OF Ttb'Tfi11•Pf LFQ GLASS.AN AIR SPACE AND 7nS”LAM'I CONSISTING OF(t)LITE OF:.'1G`ANNEALED CLASS AND p)LITE OF SHIP HEAT STI0EMG7HENED GLASS'iM A.OW KURARAY BUTACIT115VS(CYKUPARAY AM00CA,IW4 OR.62d'6AF.Lr')C°SWS AtTERtAYtT¢(BY EABTYNW CHEMtCRLCOtiPWdY) t.I.V14-LA!#1LG:(1)LITE OF 118'W�$Y)WGLA ,AN AIR SPACE AND 7)16"LA141 CONS GOF(21LITES OF 3nV HEAT STRErtOWMEMD MASS WITHA,050`XURAPAY8UTAC)TERASSRAYAM--FUCA,INR)0R 0W"SAFLEx St2SRLAYER(BY EASTMAN CHEMICAL COMPANY) M.13118'LAlI4 fG:(1)LITE OF IVANNEALEO GLASS,AN AIR SPACE ANO 0110'LAMB OONStSnXG OF(2)MTES C"10'ANNEALED GLASS WTHA A00'KURARAYBUTACRE7PLB(BY t0)RAAAYAMERtCA,lRa..)OR.OW SAFLOC AVB U47ERLAYER W EASTMAN CHENCAL COMPANY) 2.CONFIGURATIONS:"W(IA,VIEW AND RADIUS TOP,ALL Wt LOW OR H*K SILL OPTION) j 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A NECCLTM DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E I= M POSITIVE OESLGN LOADS BASED 014 WATER TEOT PRESSURE AND OLA08 TABLES ASTM£13M i 4.ANCHORAGE:THE 33 Ir,%STRESS INCREASa NOT BEEN USED IN THE DESx,7i OF THIS PRODUCT.SEE SHEETS 0 THROUGH It FOR ANCHORAGE DETAILS. # 11 vnrnri;CT a0Y11Ea SHUTTERS ARE NOT REQUIRED. AA'✓"*t'A RmY2Vra i'a9c N. " ea `t9.O2OZt e.FRAME AND PANERB L CARr� SEALEDLtATtt NARRO'N,iOthT SEALANT OR GASKET. AeoettDae. T.REFERENCES:TEST REPORTS FT1AM,FTL-4M FTL-4647,FTL,4$4,Fn-4M F1-L050.FT"051,FTL4TU FTL-1537,F1L.4860 AND FIL-SOSI. 07 q I ANSVAF3PA NDS FOR WOOD CONSTRUCTION ALUMNUM DESIGN MWdUAL ((( &SeRIEW4OOEL OEStGNATiON SH700,ALSO REFERRED TO AS SH70L �LtlY1I+:iI. j�4.THIS PRODUCT HAS BEEN 068040 S TESTED TO COMPLY VMH The RMUiR£MENTS Cr THE FLOWCA BUILDING COD£,IW—UDM THE HIGH VELOCITY {i LY 4t F' is HURRICAN'ZONE(HVrfl}, : N` tytFNSE'"• •J ?s +6.FOR INStriA;ED GLA33IHSTfJ.1.ATiANS IN 7t{EHVHZABOVE 3D FT,C)h'LY fEtAZING OPTIONS WITf1 TEMPERED CAPS(G1)ARE AS.tOWEO. LAt Alum S �dixtTcuzmx NF56LO4iAtE —�- °w""' ..n S,IL•cd` .�':, GENERAL NOTES J,L INJURY D 2316Y3Ci7F6ATE xx:u.:c,rcu:m { '�' ..amu{.�tY7til' '\` .iR elArun C QlllW WJA GLA.13rWZVOIlVM0WfiW HO r.O.egar4'M !i) ALUA�.SINt�iFNUNCa'YYINDOW IMPACT ,�C �• FX t mYNS AL S ooaesfis+vi VYsib�lkeu. exmt NT3 ! ,It "4060,20 ( pYi MO 1R LN A tD GUiHOARD LCfES MAY DE t 7 }-•— UDNo CHANGE GRADED TO"JJtG'V'a'f7tt `•••"' � tY3ICv'i DRE.si3URa'. Tl2`NGM t2'NDM. d1 GLASSWE 44 GLASS SITE �y kne {ALLSEMONS} 07-- 37 KURARAYEWACTIM' I M INfERLAYEH a 84.61 ar 82 83,84 ai 85 sAFLFJ�PVO'INTERLAYER nY #Eh$TAa W CHEIT,ICA2.W!.'�"Al}Y 34 70 StS`ANNEALED 09 HEATSIRENGTHE 10 MASS AMIrANNMED CR NEAT SYMNCTNENED GLASS .OAS PVS INTERLAYER OSOM INTSMAYER —lm .lJW ANNEALED CR SEAT STRCHGTHENED GLASS –MAA'ANNEALED GR HEAT 6TRENGTHCNED GLASS NOIA. WIT711MAiINATED 5116"LAMINATED GLASS 7118"LAMINA! D GLASS --V I r—, � n _•_ LYNC7l1. ._._.� xt2"NDtd. gg GLASS SITE 48 'CLASS SIM 38 r LJ � rnOlnJcrtcsviaraL � �pyialCUTivet+ 86,87,88 ar 92 89,90 oc 91 �� tcxi�A� 70 70 WANNCALEO OR NEAT STRENGTHEf�O GLASS I 3n6'ANNEALED OR KAT STRENGTHENED GLASS MOM.DSSPWINTERLAYER ! MWAN EALEDAYSR IW ANNEALED OR HEATSIRENGTHEM-OGLASS :VfS'ANNEALEOGR NEAT STRENGTHENED GLASS tt 5110"LAMINATED ?h06 LAMNAT'CL' AIR SPAM Alli Sfl71SE �,,`Ct•:yw`:N3E•`•.Q ^. t.•6"AtTfBALED CR JELIFEPRRO CILASs� – I Tf T mo rLms,& I I5'NMI, x0!14•NCRd+, ;c Na 5!['iA`. 13116"LAMI IG GLASS 4N/5116"LAMI 13!16"LAMI IG GLASS W171W LAMoi I �' j2IS Sjr`. LJL =is C OCOM4YPRt>AkYt AaT(WRG1A SOLA ..C , A '�1 �T£GC±rlN3tLRYE -. Z1h1G l3ETAliS. :, �i� F;cko; .0 YSWAY a .YaCralmm mxr a"b"r,nW14 AiUhd siNGLS HUNGIVlND0V/IMPACT J.2 aWMI a DIDPG.A4&TYPBTP.Tew+FFeafRauus oa>ust nrs m.ww hLY:xN MIL LER,P.E. rm+ca+:dnxsr: trfetay8.+ur t+naa�Ftdl.) z—•xf LO4020 = FLP.- SSTOS FX env$ At St1 FLANGE OR INTEGRAL FON WINDOWS Wl HIO14 SILL OPTION LL TABLE 1, _...�._» BASED ON FLANGED WINDOW TIP-TO-TIP FRMIR OMENSIDNS WLNDLWd HEIGHTf +t WIOTH GLASS TYPE S3" 89" is 72' MEE-RAit `I 48" ABM 400,0 1.0,0 484.0 0A0 180,0 •EdLO 4BQ,4 -BO.b +80.0 d24 +8A4 -80.8 tBRQ' -80.0 HT, Ss A,S.M *80.0 •90;0 *g0,0 -50,0 *60,0 -80.0 +84,4 w.0 +00.0 •80.0 +80.0 •8A0 •7A0 -7A0 �H 52" A,B,k -80.0 •AAO +90.0 40.0 45A0 80.0 +SOA 8D.0 +18.0 •78,9 m.31.77,3 .75.9 J9.9 53718' A,B.Mrf�.D •84:0 x10.0 40.0 *79.8 -794 *78,2 •79.2 r7R9 •7A9 WB,d -TSA t74.0 74,0 •,�, ,�,_,,.� •tip TO 63'{!8 C.O,E,F,GH,W,K:L *80.0 •84A *80.0 .So,4 .00.0 •wo .0.0 20.0. X820 I 80.0 +mO I-SOA 4800 •�,G STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE? f r' BASED ON FLANGED VJt NDOW TIP-TO-T(P FRAME DIMENSIONS V vinHOOW HEIGHT 77vw_r_H-1 GLASS TYPE 383'5" 1 44' 1 60 W8" I S3" I 12" I T4" I 78' w MEETING RAi' 48" A,B,M +80.9 -BO,tl 456.0 •@84 x80.4 fimfl +9A0 20.0 +70.0 -70.Q *7R0 -70.0 t74A 70.0 �" fyB,M *80.0 -80.6 +$0.0. -80.3 *80.4 -820 +79.$ -10,8 *70.0 400 .TAG •70.b +7D,0 4A0 .�.. H 52" A0,14 *80,0 -A6.0 O4! -&LO tBAQ -90.0.478.8 -78.8 +70.0 •74.0 a50,S •08.8 +87.A -87.8 43 tt8- A,9,M r8A0 -8R0 r8R0 -80.0 *00.4 -00.0 +75.3 -T$-0 188.4 •88.0 +89.T •53.7 ':88,8 85.5 �UP T083118 CMM F,G,H,tJ•K,L +80,0 X oc *90:8'.-824 +8A0 -0A0 +BAQ 24.4 x720 70:G r7R0 -90,0 470.0 -74.0 CUSTOM VIEW&RADIUS TOP FLANGE ORRINTEGRAL FIN WINDOWS Wt HIGH SILL OPT= TABLES. BASED ON FLANGED WiNOOW Tip-To- FRAME DimENSIONS GLASS WfumvfiE�GHT S4iNaSMM HEIGHT PM WRNDfW HT.Wt SASHa 7s FLAWED AND 78^RaMPAL FIN) LVIDiH IT 119` 2211114' 200116 '33814' 1 38Si18- 4413146 .so yr 8518110" SrrAttrr5H FiS 110" 0.EF„LKL. +90.0 4,'OA t8A0 -8R0 �MA.O .80,4 a84.0 •&7.4 +7A0 •720 tT4A -74.4 aTO.Q -70.4 r7R0 -70.4 T, biEET,94G sq�• iGLASS TYPES: TESTREPORTS TABLE 4, � H A.Oris LAMI• 8•A„ 118'A FTL4847,4004,AT23.4907 8,VII LAMI-,{119"A,00iL11sHS} FTL-4447 4848 G.NI V LAMI»178°H8,.094.118•H5 FTI.4847,4848 .� O.711s LALO-1811sA„O8R 31t4'A> FTL-4545.4905 ((�FVIV' LAwaoVi8•A..000 011sHS) FTL-Nt46LAMI- lo'M,ORl7dts)i5} F7L,4046 sur414gaM'LAMIK#•t1sTAiR SPACE 8148•Wt1J-(tA1"A 090110'AFTL•4848.47236 LAMI KI tis'Y-AIR SPAGB,8118`L4Mi (418'A 094.tf5'NS) FTi,•4848 I,13418`L WI IG IM'T;AM SPACE.3118"WN!i f0`ti8.400 ttd'}L5 ..-.._-..�M.45#8 4r' a, iaeaaid .!.19148'LAki t0-_UO'fi ALR SPACE,7tts tAU1 t8!1sA.080y3lish} FLLAuk 4850 1174,13416 tA14I t0»115'T,AR SPACE,Ins LAMI-L311f&M,3118916 f R.-4049,4850,4088 _ ?L.137;stA.UIIG•418•`T.AIR SPACE.7116'LAMI- sHS,,oW.St18"}iS) FTL•4848.Soso �u� Lit1�7irjlr k,1311b"tAMliG•t19"A,A82 SPACE-S:LS LAMI-ftsh.M.VSA) FTL-W93 �`�Lt .`'�,d•�1,,tt���fr NATES:A, E THE LOYd 3OPTiiky ARB UNITEDOW"TO A P03i7iVe bPRESSURE or PSF ORLOYr'ER AS SHOWN NTHE TABLES,t�GA7L4'E DES'.GN PRV'r :•�`: PRS5SUR9URES ARE ARE 744UhiEFFE-YF,'0. Y:i N.t%?03 ". 2.FOR MMOF+AL FIN WINDOWM113N PAMURES USE THE ASOVE TABLES 8Y DEDUCTING t-FROM THE FLAHGEG TFR-TO.TO'FRAN'Z OMEW,4ONS. j, 3.AVAtMLE SASH Hzl.r4 9FOR COSTOM WiNDt3WS ARE 12 SB"M3#3f"To 36'MAXWUM. 4.GLA STYPES C,G.K Also L MAY BE USED IN SASH ONLY �✓'Yt i. . L.kr 4+1,j%t3' F RiBNatA8311P7fdV97ff1Ctt.47tAt4L:fWi4zV0trd °^ NU 74F `4;- +ser4rasattiarrpnnsESIQNPRE53URE8 '��C"•:?tra'i�O?`,�`rye u 1447fl1 a' rtoG4AaasmasxEr 4.Y4KLERW�S `stl iAb.XIq OIL 00mv c ayulr�ac,PSAss7Yr�ro rtae�rru�mawNs oo.sp,sx �� ALUM.SINGLE HUNCH WIN llJ,IMPACT aw,.. ALYK}.1AT:tL4R.P.E. _ FJL S^.Vi d 9x1307 87ilib fJT'$ S ><1 f 4C4D.2d ft P.EB 60OS 83118'VAX,FLANGED MOTH 44 0*WX MXED S2 118'MAYL LF.MOTH OLOIALL) 0-1 AX TF- 7ir m A NFJ11 HE S99 OLO V TABLE 0 SEE 0 O� TABLE ?r I AX "4va FLANGED KETT T TAME SEE OLD SI: 38 fi SIE WAX) Hall 6- 7r x TABLE UTE 4 JLLt --I - 2 EN DETAIL A Ag ISIMPMArAlj) r—1 VE DAYUGHT OPFAMIS EDU LOW KOH HFj OFTiML SILL StLL iC TABLE 0 U�4 W U 3116* M ytAX IVIAK a 41 Ur 41 VV FLANGEO 51ANCED 411t4' 40718' D525/B"HEI 5211110' F $214" 62 SK LL— --I h SASH 2r 2T LOW H14H M E]IF x SEE OlO7ASLE X SASH wil 7, WE ot mticHr DEWL SILL BILL —A U 11V 34 27 7118r 27118^ 27 110'T 0 OXTAIL D 15 m4' 1lIEYV CtLSTOM SASH RADIUS 70A CU )M A6g.H E 15 air NOTES* I.SEE SHEET 5 FORVERnM AND HOMZONNAL SECTM DETA&S. j SEE SMYSOTHROUVi il FORANCHORAMINFOfftAVON. it 4:PZHHEIGWSPORSTA,4MAROSASH YiINDMS(OSTAILSB$C)AHE 8MEDONATHREEa4RMOVOWAT. ELEVATIONS I qUN0 WINDOW.IMPACT bf,mow ALUM.SINGLE I ALL .VfW IALLE%ARE. —Nm 4 ft FL P.C.0 sarm ;PVT w_I4»----•R.7&!"•—�•^'•j S NOMWL(t)MEE.PLAS, ATVENT CBh'TERi!fifiE� 2$ 27 OPTION9.00TTOMlACStS(!)8"FRO+.LFACdiA1C5E 0f 5/+BH.' NOTE'.BA M PAfiT5Li$FD --,.._.•: INSlGE WGM'OMNI 8A3EOOt77SN K'EiCFCT -fW.VENT DA 9:'10,11,15,16 31 LITEFM 0 MAX _ 7,8 OR 17 DAYWHRE T 25 I � ou E I 25 �KMIX ME LTTE oflritGtcT�Eh�t26—— —---i 11 Mme.LYNSTH _ T SECTION A A _ m g 1fvTEC3RAL 1"1N Qf)FRAME SECiIC3NS wslcE 23 INS- 47 5o OUTS,. L fi 1 MAX DAT OW VEWd9 xabN sr i 48 L w sni MAD o--. I LF.FPAME A mamrrraav'Isen t 28 S 53 onT 1I 3 m`°.umamo° tr"°tasa" 53 2.sae 111 52 (L(2>w'3 Sxt( nit (Mart SIW 83 t SEL•NOTEASOVE t � 54 64 67 30 12 MY U� 6E 12 uLTAAUFT SEC71ON C-C " : wa x:es SECTION B-B omY PADIua TOP a c (LOW Su%%oft) ALTERNATE!jIGHSILL (HM OETAG:-PLAWEOVE[SION)^� 7 to ,yams & cnv4ra*0ewer t�07EtroID2�CfW6 CR._J'Or �•��••�.,�•• wncasvxessnsHtaT LVGzuawn CPP1i7i S'�dAt 4. Jrc —own s c nof1W.Yi£8T#98tf1T ._ Uld.SfMGLEIiUN©4YINII(3W IMPACT +>',.. no.sas esm re..w.. A.L{9N47?ISR.P.& ax A+fAS �g3R77 +xrrFmss,iiwn t�rrlbbux•,• Sh7M Nab` 5 +f1 4AiR� 8 FLr.L-.p e57Wa' E ' (fESi Ddlt38 DESCimPTiON P0;Y0 TtL•N3 OONG# Ob8i2t'PT#0fi PGTa t 4002A FLAH4EFR.AMBREAD 014245 W ISM SCREEN MINE-125 DU.HARD Of$95K 2 1780 a8X1.0"'QUAD.MS113 781FLiA 81 SCREEN CLOTH J 670Y0 S 41010 FLANGE FRiS;^fE SALL41YS3L 412228 Ba 305 C:L'hr]?itl CHAt1NEL,088X.500 8595462 S 1825 ADNESIW OPEN CELL FOAAPAO 7PAD1626 94 1161 0d X4.00011,11j Cd,E TEK -� 7687@! 6 4004 FLANIM FP-kVZ AS 012227 87 4LAifNG'TAPE.7n0 XHl•Ind LAM UM510 7 4024 SAS1l STOP 812244 68 405lA WH OOTMRAA. IGHS4.L 04051 a 4075 SASH STOP MR90S2 1.125 LONG $12244 89 4050A "GSFRAWsujHjGHSILLj 04030 0 402$ SP117A1.8ALAHCE 976';&'8',OR t11f0• 70 SASGONS,DOW880,SBS OR ECUN 10 I 7080 8N1340fi COVJt,Yt7'OR WV. OSAL.CYR010 80 AGLASS.SRO"Ltb9;fC°A:08DP4$,lT 11 08 X.750 PH.PN.SL'8 78S4AA 81 S.GLA4$611a`iAJA?,110• A50PY8.Yf0'4i 12 BALANCE SOTTOMeRACKET YN TSxT 82 C.GLASS.Snd'LA'A,ftt?"H$„0lW PY8.110'H 13 !M0 M SASH TOP 4040E 42504 63 O.GLPS: urigj 15 "X7PHILUPSFLAT HEAD S,STL 78XiFPa1X 54 EGLA.S8,7n5'LAtd3,Yt8'ADBOFYdf9'N8 H670847 814.ANCE COVVL:R,17115` OBALCYR670 a6 F.GLA38,71l8•Ll+N4,17$"#18,.1100 f*W,118'1f8 i tt 4033 $ASH 6rOPCCSYBR $4051 66 O.GLASS,lN15"LA3A IG:i077.A1R8PACE.bnB'.LY1d,11CA-0OD PY8,f78' to 4426A Now 7ULSRKr 87 H.GIASS,i5n8'Vrf7dlG 118'7,ALtSPPGE 8n0'LAId 1!8'+1090 PV$,1f8'H8 10 0242X7PY'Ld.PN.FN.7YPEF8.8Tl. 7832K72FPFX 88 1.GLASS 13n8'LM ,,MIT,3R SPACEdfirtAm,i187!$„000 P48.118't!$y �. 21 44540FfltEO mmrAGM 840640 08 1.OLASS.7N76"LA¢,8lG;ttS'R;A3R.SP1C rna•.LAvI� nb'A•000 PV6,3nd` 23' 4001( SISHTOPRAA 04M 60 KGLA4S.131Y0"LAM**4WY.A+R SPACE.TAW LAW,JW'VA,090 M.3116'Hfi 2S 7235 LAdT .17O XV0BACK FIN SSAI. 67818G 0t L.CLASS.MW LAM PG'113"7,AM 8PAC TyTnS'LMS.. t,OwTHS„OBO 2a"s) 20 7068 SWEEP LATCH 71001 4 S7 GLASS,s3n8 LAlt�t4•!dS'R 8PP,OE,bn$"I.AA9,1F8"A.040FMf,! 27 1016 0SX425PH.FL,SHu 7858 20 4007 SASHBOTTOURAli LOW$8.L 612230 2,784--•^--•+- 38 1128 LAM SUL814M1i, OTP240 f st 4008 WH Sa1E-RAIL $12231 �� . 84 ,206 LAM SETTI GUF}E 4is tt _ 35 1322 LAM SEl73HG 8LOCKaA2•X2S104`Xf' 71$223( I 1 Y.� i r tar a6 7651 LAW 10 SlAGK1•X914 x1n8` 71052K e F42 1244 YsRYLY.LAt READ SOUS OTP2AWWX �"!" 122$ V1k^/LGLALEMSULa IN OTP248K 40589 GLA W6UAO.5yMG LM GLASS, S OSO FRAME,LF,HEAD ik 40448 GLAMOSEADSfieumVJ nuLK1T 644709 04071A.64 4222A CS.Ar+NG$EAD,7n8"LA;A $0222 FRAME,,II.F.LOW SILL 43 8887 GtAZ07GS£1A 7n8•LAf&H&3, lift 8985 04072A 6063•Ta 48 4417 GLAYZ.l 8EA0,13n8'LA2A l.G. 64067 -x� INESS 47 407th FRA#!s lFftEAD 8$071 i4tocin:3'ttBvtikD ! nmp$irg slae0atlatA 48 4072A FRA,ME,LR LOW$1LL 64072 »--2.g74-----+-1 . 43 4073A FRAME LP.u*u 3&7. 54073 � � Do. 64074 ��°6�) 60 40748 FRAldd:,4F..7d3sti8 T 84474 52 4008 BAL,LATCH EGR GW$ILL .794009 063 NON yhGu¢i f'rm0rcrci SS 1088 $PAW StLLL.ATCH ORES ?SPRHG THICKNE$S14,7764 5740 SULKMH EGR - ICH SILL. 627442.1_ d5 Y014 SCREEN FRN$£NOR. VER. 81014 , �- Z62 NOM titlllc*tirt. sa 1650 SCREEN coRNEt2 KEYwRINGS ]1&30 M TZ62 NOM S7 1637 SCREEN CORNER KEY.AMTRING$ 11831 '�`�O;i1 ,.•'.E'�� �r,, 58 On SCREEN SPRING TOPS? ,.' a1 ULttlyy Fq 69 1524 SCREEN$PLIKESt824x $I! ¢RFiAflE.I.F.JAMBsk. •...,.:•.zl' 0.074&,5053-70 t,.�%6701 FRAME,I.F.HIGH S!L[ •� �s.+._ P01 A,0053 To (USED AS RADIUS TOP HEAD? LAC t TM Sorai PAFtT8Lr_ .c Sarrarva�Dcwcu45rraero r2'w� rmwxs aa.eox p _ AGUhd.SiNG1.i±HUNG W7Ng0'N IMPACT _ '< 3+Jxc7rr5.tLauT4 VFs87JIIrmr """" - veyrn t1.LVY:1�117+7it. R P.E. >ce[ �'� U Zt�:7o7 5N7M NIS 8 +if 4D4014 1= FLP-E1S870S �LFFRiWE SEt,i.MMONGENTIREJONT i i or'd7 A t.F.FRA.ME T-r .os2 a.m MCI a of 60 FLAWmFRAME Hm I I &390^6148963-T8 � 2.786--� � l.7i0 FLANGE FRAME SILL 0.0" tt ACING �..J woarc.saa-Tb y 9 ar 64 SEALANT oRcAsxET sass(2) }z 10 ..L I--1.513-".I ,rag I AT KF"AND SILL yi �A90 030 I 1-�-MM-1T t VIEW C)-t3 VIEW E E } (11 m V,Ew HEAo a sma sm.t RADIUS TaP sra.) {anDws Toa r om-11 SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION O FRAME JAMS xas,eoe3Ts QL;17 eaGss:GoaaTs - _ _ _ asp Ra04a,8085-T5 (USED AS RADIUS Tats H&AD) —� !•28b i^+�^ ' 232- . , -- lsa2 —2379—} r °a T j 0 d,�rGLA71 BNG EA6.Wig' � j �t3^ ��— ( _Iss 1.707 ss SASH SIDE RAIL o5zLl 3T #4m'GnsvT' 21 FIXED MEETING RAIL 23 SASH TOP RAIL 2S SASH BOTTOM RAIL NOM Oa03SA.8083RD-TG DCCQgC.£ '.3-f9 "007.aC83 Tb ..4% . Tam-1----I070 -T nmxrsrv , GLAZ NG BEAD.SAB' ,�¢Tgro=',sSnM�lx ara 42 ,ume46,a(m3Ts nurr«u!m#5 10 .F 328•--�—j I.DSa-s�---�1 ((=111 GRILL iUTT . . + I .on - r i dq ,LAZING SEA417116" ,ay ���� (../ } � 1 ! zeas # •633 u ...�:-a J � .ce¢-•� �p � .050 � , d8 GLAZING BEAD,13140�IG N.,znsF•.•Ep' 1.145 --4-f 8400'.806344 8�3 FLANGE FRAME SILL(!u 3M ag SASH BOTTOM RAIL(Hr4qdry GLAZING BEAD,7118' - ' C a U-ms '. -WAW ova-TOtlsO51A.G'J 7S E891?85!}C,MILL :1: 7.. !15 :•iit� a.Rt &72'13 E 07W7Q.87iaeSNlYT ,�.ew :'C7t SrRl0 t''''aaaa' ip: .0 rantar n rmrawamss n, sasnr x vae ea,ruan EXTRU31OAl5 8 FRAME CORNER DETk1L ,o4ram,r,acarrnrbv2 ��••, ox AR ws,m c Mocn r7GESTrr9weFl, ra w=wn kLUM.S#NGLEHUMGVJINOOYr IMPACT f�+Yi\.rc.,• Ktt 6'S1',d .kd. 217/7? A•O,c0,ns.a�ev+ N&+t37Gmte. AR� t7m flIItf 7 a 11 �LOSD@a F LLFL-'AM0.)�7RE f [ANCHOR 4UANTITPES FOR STANDARD VIEWAND RADWS TOP.FLANOW VANDOWS TABLE 8. 1.ANC ORAGE NOTES* � 1 Vd&3DOW HE*ff t.ntdGioR 7vPES:2-4W EELCO U544 CR£�CE•A.EX 3U85TRATE 29:855 37.165 44.835 52,155 59.856 &7.135 74.655 78,000 3-412SCREM w wpm $ " 2 o � � 7 ANCHOR LOCATIONS ARE BASM O THEzx � � GI Mo � l4po ' o � yO TYPE 8 3l 9n UppIQ tAO-fAlt MAX.FRQMTOPCORNERS �gi JAM6S•17 SR'MAx.FikCVA TDP CCRNL•(i6 RWJ" LiT71�1112221224221222!t2Z?1222124222223222$2332232 S#AAX.BELDWMTti.RML 111 1SILL-ANCHORS NOT REQUIRED 111tYY:22121;1F22f22222ZY222.2222212'212322292322232 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 78 I QUAMIlM3 MtW THE DIMENSIONAL CRITERIA DF C,D,S,ftQ: i 1 1 1 Iry 1 1 1 1 1 1 ! 1 i 1 1 1 Y ! 1 1 f 1 1 NOTE 2. 24,coo tUAL 1t1l11122112222222�22223422a223232212323222323122232 4.TAVLENOTuANDHEIQHTDRAEN$4OmAREFOR 1 1 1 # 1 ! ffZ312 1 t ! t # i f 1 FLAMQE0WSNDO1M IMMORAL FIN WASMIOYS Ili # 1221121?2l222222222221223231a223242.21292 AREI*4ESS, PS 66 5.13F�$iNRtiSSUC,D,E,F, # # t 1 t 1 1 St 2 1 ! 1 ! ! t 1 1 1 1 SIZE BLCYd4S t7{'T!IE E NT TABLE WITH A 32A40 KW-VL1911/ 1142222329222Y3322332423434332434139213 SO'`LSA"tC `OV't1'iAED`1ETHEM'tNG'CA MAXIMUM DESIGN PREMRE WITH THE QUANTOY A,S,M µt # # 1 / t 1 1 1 2 1 1 2 1 1 ! 1 •1 1 2 t 1 1 1 OPANCHORB SRO`NN W pO1D.QTFlF.RWiSE,THE I .,.. ,.,.._. ..... 4 11�+41t122222'22922223132239333a33932233483'2A( Ara'924 br:1X1nP,1MDE3 PSF E9 67 79 Pf1ESS RY F REBPECTNE 1Z£ C.D.E,f,O, 1 1 1 a 1 1 2 1 2 2 1 2 $ 1 2 2 # 2 2 1 2 2 1 2 ANp 8tA33'.'YT"E lS 3 000 1kU.K-L i T t 1 1 #yl 2 2 2 2 2 243 2 2 2 3 1-1-i 2 2 3 3 i3 8 3$9 3 3 3 3'2 3 3 4 3 3 2 41'3' 4-]d 3 a 2 1 # 2 1 2 2 1 2 2 1 2 2 S ? 2 f 2 2 1 2 } 1 tv#!# t t�Z312P1c^21324233f32423�3393343313_1235433249A432j43 PSF 54 79 6a 79 i ,E,f,D, 2 2 2 2 ? 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 it 40.500 NLdf4t 11t11122ZZ2224324399132233d334�33133'8'994334134438$3 A,SJA a F Z 2 a 2 2 2 2 2 2 2 2 2 2 a 2 2 2 2 2 2 2 2 2 # t 147 1 t 2 22 2 273 2 3 2 2 3 3 3 3 2 2.3 3 43 3 3 A 3 3'3 343 4 3-0 9 3 3 4 9 4 4 313 6 3 TABLE i(EY: PSF 49'79" 66 179 1 79 WAX PV C,D.E,F,a, 2 2 2 2 2 a 2 2 2 2 2 2 2 2 2 ? 2 1 2 2 2 2 2 2 2twrtr�Ilsiv. 44.1540 H.k�kK.t 1 1 !'1 1 1 4 2 2!2 E 2 3132 2$3 3 4 2 3 3 3 Old 313 4 3 444'3131"1 3 4 4 3 3 4 3 4f4 3 3 51'4 �' 3m 7i7 s AA,M 2 : 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 HEAD 3 1 O51S!•a8 1 3 Tri 1 1 2 2 211 2 2 3 3 2121313 3 4 1 3 3 3 414 3 9 413 414 3 3 413 dl4 3i3.s 3 414 3 3 5 9 PSF 46 74; 61 74 19 `79' JAAts3 P3EL0`JV t m Pwea.. l . UXX,O, 2 2 2 2 2 2 2 '2 2 2 2 2 3 3 2 2 2 2 3 2 2 3 2 ? 9$•008 HJ,J.K,L 1 1 5 1 1 1 2 7 2 $2rl 3 3 2 2 313 3'4 3 3 3 3 9 4 3 3 4k d 4 313 4 4.'4141413 514 414 4 3 6 4 �'' - A,BAa 2 3 a 2 2 2 2 2 2 2 ?- 2 9 ? ? 2 2 2 3 2 2 3 2 ,2 liRDt 1111Yt222S3223322313.393333443841AA4313444414435)A4)4a3514 L=am" 2 I PSF aY 67 48 St 70' 79 C,D.E,F,Q, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JASAI y"W.2 2 i ,�*;• ti�r'tsT:--.`P 53.125 fikJ,Kt ttl4Z112122223133'33134433444A3'134144143i34T4615d35a51541351a t' ? ` 2' 2 a 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 `�'��8£i.O1N rr f A9:lA € !JIf'G.RA9„ tNtY117- 2212Z2�31333344343Ofdd433Add43;844Si443546)44!38d y �7 +aTasbala+ncabrc a EAI1U0MH=wSPAONOSTANDAFiD o 4-4 GLE 14UNG WINDOW IMPACT C AMVPHLiX VINE+ ANOWR0IY13ASTR7Gr£fkBYS= A9.b9XtV?FJ[ NTS 9.+l1 4049•'20 T E FL P,E,&66T!>; l 7f �{ 3 A w--gx _ x.? atG wT �PHUM 'Hgig £}ii S g �� � Q Q u} c9 t7 A. 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ANCHOR TO CONCRETE EDGE.ISI SIa; E A0TE13� 2x W0M 8I:C7t 2.FOR%WDAPPLiCATYJNS LY MIAMIOAOE COUNTY.VLE V2 S'TEELSOMV8(05)OR Vc t (SMA76TEa) Y MIN.Erw^QE FfW LAT PZW WAkCF3.E%. aasKSI MlN. 1 ! a.FtArreAaaac�Rs,+rn,EREREauRsa,nwsrwAve1,2Twax=}THEADS. CONCRETE ..lis: d.WOOD SUCKS OVIOTED INTI ES6CTVCM ON'THIS PAGE?AS.lXAR-BifCMVVVOW tttttt ,. '.`f .,,Ta"rJ COiJ TOTAL THI"NESS 10 LESS THAN f 1P2" 1A WOOD fltlgtSAREOnONAL W UNIT CAN 6E •:.}'JSMML,JICCRE7E•Fi,EX _ y 108TALtEdn7@L•OTl.Y T06Q'IDOOJdC#2CTE Obt CfiN WOOD BUMS bEf'iCTEdAS Ta ARE . OPTIONAL}x "-S r�z" 13W WOOD?LICIT .. [�. 7t1C1'N,CK OR tnftEATER,INSTA.LLATiONT07HE SULSS'TRATGOPVdO00,bK3CNS TO SE (SEE NOTE a} �`..'" C rXN. -+x=� .=-�^-• �.: ENG�dlE£RE0.GY0THx-RG OR AL APPROVED SYA4fT}iORiTY-ttAViN6.i71R#30NiTtt xW, - •--t $.FOR ATTACHMENT TOALI)W9MTHE MATERIAL SHALL SEANRIMUM.^,TRENOTHOF 1 TA• SM46AWAM IWJMC7,tWTlVCIt.TtiEALVM1MUrAS7RS}C71/faAl.SAz.'rsaER£tiALL H£ 1 r,. ,7C OFA SIZETO PROVIM FULL-SUPPORTTOTHE WNDOVJ FRAM aMLAR.TO THAT I SHIM Wm SHO'NN IN WME DETAIS,FOR204COSSUCKS.THEANCfMSHALLSEA#I25HEET DETAILA DETA3L$ SHIM METAL SOREWYJITH FULL ENGAMMENT:INTOT ALLWaxm IFTHEw CF=R1AARa _..."'.'-" ...._--..._.'^ TYPICALFLARtC>EDHEAC}AI�GHORACyE fASr,T14E RE SPECW£OESMNPRESSURES AND ARCHORAGi~6PAC"FOR TAPCONS MAY BE AflPtNL,LDFfWAE(4}J$C5W,•iTMAY SSSUBSTITUTED iORAN INTEGRAL FRI FRAME CO?.!PONEKfFORMUSDAPPUCATKINS.FOR WeOPAL Fa PULLED APPLYCAr*NSrrib z=rnAAt£TO RSvIavE THE FINAxDATrAOHTOTRE MULL THROW14 THE FRAME USING TH?FLANGED FRM£ AME ANCHORAGE REQU3RENT. ,ta•LxAX.LHIM I-- lAI3L WMAX B"Mt � i ?,ANTERIAL ARE NOT REQUiIisOAT THE SILL OP FLAN�OVWTB >.MATERIALS,INCLUDING BUT NOT UMITED TO STEEL SOREWS THAT W.'le INTO CONTACT ,.TR WNEDGE i ii(s� 1•E/ArlE00E WITH OTHER Oa981rtttN[t MATERIALS SHALL kfEET 7H-.REQUIREMENTS OFF66 CURRENT, } .. l fff EDTTtO*$. y CONC£2ETEANCHOR, - YIIODO AhY WJR. Flt Br`1kY✓lffXETPA FHSEtO1V Ms'ETING RAR..{SEE WYE I RAIL(SEE NOTE 28 3)� I ..: la's K3I kdN.CANCSi<TE I�� { WTERLqR OR f5 KSI MTN.CMf) t.-ni� " ��F )�� (A14 I7tMD DETAILS) 1 € �R y 2z6VCK 0PTTOrlALYJiTfi SOLID CO;iCRE?E 29WOOA?UCK f-I {! QRCASU"JSlit.TRATE(LEE NOTEa}A (SEE.NO7E 4) �7 . 1+ DE TJSt1 C DE'i`A!L D TYPICAL FLANGED JAMB ANCHDRAGE, i W" We min EDGE Ij 2d13•Eb'ISEOMENr 8dA7C, SHIM ,1Y• —WOOD MAX f-A(?1,SX.7'Rt41&L^O r+-tYOf)D FRAME �'":..N. ... SHIM AVOWM?N. I F I I - SIS"A#N.EWE f 2•ilrem MEHT } .,3?"DIA.MIN. - L -.r i ATCOA EHS C ATsCOR6 7 'i I .L. A.J46`O.C. s PrcGra t } f WOOD FRAME ANDS"O.C, i� ' &W MIN,EDGE -j ..._.,,.. ..:. L.131.OIAMR1 MAK I I112'NJUL, f � i':1 �tsL•' 'rl+t, AT CORNS" 3 SHIM AM5"0.G -----4-2•1re EMLEOWeor •``:t1�`^'.••.•• ^s.�'"`. DETAIL„ (HEAD) (SILL) I DETAIL E (JAMB) DTAL G Ha _...._.... __.._...... I.{ - TYPICAL INTEGRAL F(N ANCHORAGE O; tTd flfXf$ L �f7tFOt8tiLYI'NT$fF.�.dd4iq'i3EL7f641t[Ct?aREt; � r M++ -_•....' I�a k'- s,a,r wxeuvax a ANCHORAGEDETAILS ;Cq<. t11FEbf r&+v.: JJ iff=1A tfO10111,?&$TfIf8S17$LrT ro.rrri ALUM.SINGLE HUNG MWDOW,IMPACT JA, Od/bfttf C GtYVdfitYBTJpd9NYfT i FKXAT J.I S'J23'37 r0%S,gA.723eip 'Sq,r�d+ikrur tI L„ axry NT3 It �+f_--!-[ `t0A�6$p Florida Building Code Online Page 1 of 4 b, a` �L+et73s'Lii�i t! K's r'ome Log 1n user Registration .`Hot'rop:cs ( submit surcnarye 1 Stats Facts ; Publications r PBC Staff `s, BC:5 Site map i Links.{ Search B115I1 q P[� � �. Product Approval f�y rofessi USER,Public User j 1 t� egula inn s a Product or C51 C1 �ggR<ai�p�+ a.,,,^rctr >ApPll n Apnikanpn I,i�, wGon rtetaRi „,r" / a FL# FL242-1119 6 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 10 Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (541)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustr'ies.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (441)486-0100 Ext21140 jrosowski@ pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated BY- Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) sapmdard y_ewr TAS 201,.202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/OS1201S Date Validated 10116/2015 Date Pending FBC Approval https://floridabufldin,,.org/p:r/pr_4pp dtl.aspx?param.=WGEVXQWtDquUsDrhwM'ODGCgL... 11/3/2015 Florida Building Code Online Page 2 of 4 Date Approved 10/20/2015 SummarV of Products FL# Model,Number or Name Description 242,1 HR-210(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency.Certificate Approved for use in HVHZ:Yes FL242 R14 C CAC 15-0g0�?.OS.tLdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/05/2017 Design Pressure:NIA Installation Instructions Other-Please see the Miami-Dade County Notice of Pt.242 R19 II SS 06129r05.plif Acceptance(NOA)for product performance information, Verified By: Miami=Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.2 HR-510(Impact) WinGuard Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL24 R1 C, CAC L5&WLIA,Af Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2021 Design Pressure:N/A Installation Instructions Other:Please.see the Miami-Dade County Notice of FL?_42 R19 lI 15-06±2,14.�df Acceptance(NOA)for product performance information, Verified By: Mlami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 242.3 HR-610(Non-Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes EL247 R19 C CAS$'-0 19,10,pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/27/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 Rio 11 15-051q.jD;pdf Acceptance(NOA)for product performance Information, Verified By:Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242:4 HR-710(Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242Rig C CAC 15-05X9 04 n f Approved foruse outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/21/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL247 R19 11 15-05 ._j_RLag odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.5 HR-810(Large Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant.Yes 11/01/2017 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R19 II 14-0320,04 LM.ndf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports. Created by Independent Third Party: 242.6 HR-810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency.Certificate Approved for use in HVHZ:Yes Ft 22 f,19 C CAC ��Q6Qg.04 SM2.o l�f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of &Z4_ Rig II 15-ig09_,__�M2-nwlf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Part/: 242.7 HR-2710M(Impact) Vinyl Horizontal Roller Window https://floridabuildin-.org/pr/pr_app_dtl.aspx?param=WGEVXQw-tDquUsDrhuM3DGCgL... 11/3/2015 Florida Building Code Online Page 3 of 4 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R19 C CAC 15-0528.23 M,Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 Design Pressure:NIA Installation Instructions Other:Please see the Miami-Dade County Notice of FL242. R19 II 15-0 8.23 M.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 242.8 HR-2710MI(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F' $19 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Fi 74� f�19 II 13-11?,5.03 M Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.9 HR-5410(Non-Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R19 C CAC 15-O9Q3_jj pdf Approved for use outside HVHZ:Yes Quality Assurance Contact Expiration Date Impact Resistant:No 09124/2020 Design.Pressure:N/A Installation Instructions Other¢Please see the Miami-Dade County Notice of FL?41 4 I,�( Q4�Q I i.odf Acceptance(NOA)for product performance information, Verified By. Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 242,10 HR-5510(Impact) Vinyl Horizontal Roller Window Limits of Use Certification.Agency Certificate Approved for use in HVHZ:Yes FL242 R19 C CAC 15-0903 1 n ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of F 42 19 II 15-0903 10.od€ Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.11 SGD-2500 Window(Non-Impact) Aluminum Horizontal Roller Window Limits'of Use Certification Agency Certificate Approved for use in HVHZ:Yes Fl 24a R12���c�k5 gf09,09 WDW,odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FI 242 R.1 II 15.0609.D9 WOVJ.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing. Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.12 SGD-770 Window(Impact) jAluminum Horizontal Roller Window Limits of Use 1 Certification Agency Certificate Approved for use in HVHZ:Yes FL?4?R19 C rAAC 14-03?O,Q Windos�odf Approved for use outside HVHZ:Yes 45uality Assurance Contract Expiration Date Impact Resistant:Yes 02/12/2020 Design-Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of f FL242 R19 1120. vin ow gSIf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party, l:ad: N . Contact U5:;9940 North Mantua ctreat Tallahaacee Fl-323 Phone:850-487-182a The State of Florida is an AAtEE0 employer.CO2vnnht 2007-7013 Stat,of Florida ::Priyao,Statement::Acoessititia Statement::Rerund 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 https://floridabLiildiiig.org/pr/i) _app_dtl.aspx?param=wGEVXQw-tDquUsDrhuM3DGCgL... 11/3/2015 Florida Building Code Online Page 4 of 4 electronic nail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,p'�ease 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 it they have one.The emalts 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 youarea licensee under Chapter 455,F.S.,please click here. Product Approval Accepts. El IiR Ea M WcdT( »h'd'nWs' littps:l/floridabuilding.orsz/pr/pr app dtl.aspx?param=wGEVXQw--tDquUsDrhulrl3DGCgL... 11/31201 MIAM�DE' MIAMI-DADE COUNTY ti PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIMST12ATION DIVISION T(786)315-2590 F(786)315-25.99 NOTICE 4F ACCEPTANCE (NOA) wvnv.miami�l�de.sov/ec�nomv PGT Industries 1070 Technology Drive 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"I YR-710"Aluminum Horizontal Rolling Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 1 I of 11,dated 02/28/06, with revision F dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.F,., 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.Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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 inhterials, 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 ofNOA. 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 and renews NOA#11-1114,04 and consists of this page I and evidence pages E-1 and ! E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. { �r NOA No.15-0519.09 mm 7t ms COUNTY ...#. , Expiration Date: December 21,2021 7 Approval Date:.July 09 2015 Page 1 PCT Industries NOTICE OF ACCEPTANCE,: EVIDENCE,SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA:s No. 07-0815.09 and 06-0405.06) 2. Drawing No.4127-10,titled"Alum. Horizontal Moller Window,Impact",sheets 1 ' through 11 of 11,dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1.. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.TTL-5330,dated 07/18/07,signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 07-0815,09) 2. 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).Large Missile Impact Test:per FBC,TAS 201-94 5) Cydlic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC.2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding.window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.TTL-4858,dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NaA No.06-0405.06) 3. 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) Large Missile Impact Test per FBC;TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report.No. FTL-4859,dated 03/08/06,signed and sealed by.Edmundo Largaespada, P.E. (Submitted under NOA No. 06-040506) Manuel P re•,P.E. Product Control&Arhiner NOA No.15-0519.09 Expiration Date: December 21,2021 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis;complying with FBC-5«' Edition (2014),dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423..17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass laterlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-091.6.10 issued to Kuraray America,Inc.for their "Kuraray Butacite@ PVB Glass Interlayer"dated 04/25/15,expiring on 12111/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 15, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTI.-5330,issued by Fenestration. Testing Laboratory,Inc.,dated 07/18/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No..FTL4858 and FTL-4559, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada,P.E. (�Vuhmitled under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-1114.04,issued to PGT Industries for their.Series "HR-710" Aluminum Horizontal Sliding Window- L.M.1., approved on 02/15/12 and expiring on 12/21/16. s i Min fiel PO4,P.E. Product Control Wminer NOA.No.15-05X9.09 Expiration Date: December2l,2021 Approval]late: July 09 2015 EE-2 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 4 FOR INSTALLATION Amm 36 FT.GLASSTYPES OTHRU L MUST HAVE A MAPEM CLASS CAP. •XURARAY SUTAOITE' PVB INTERLAYER A.6116•LAW CONSSSiMNG OF(2)LITES OF 179'Ati7dEALED CLASS WITH A.0S"PVS`IITERLAYEfL w SAFLF-ePVS INTERLAYERSY S.U16-LAW CONSISTING OF If)LIM OF IW ANNEALED GLASS AND(1)LITE OF US'HEAT STRENGTHENED GLASS WITH A.C»r•'70-WTERLAYLR EASTLIAN CHEk9M IO MUPANY C.SIIW LAMI CONSISTING OF(2)LITES OF 116'HEATSTRENGTIENED GLASS"THA MT•PVS'INIL.RLAYER. D.MW LAM CONSISTING OF W LITES OF!3ttr ANNEALED MASS WITH-A.CW-PVW INTERLAYER, E.YAW LAMI CONSISTING OF(1)LITE OF MV&V*ALED GLASS AND(1)LITE 0'r 3MW HEAT$TRENGTHEN£0 GLASS WITH A 4W PLS•INTERLAYER. NOA DRAWING MAP F.?MW LVAi CONSISTING OF(1)LITES OF 3MV HEAT STRENGTHENED GLASS WITH A.OHM RV$•INTERLAYER SHEET G.1116•LAW(GI(T)LITE OF IIS'OR 3n6'AWIEALE0OAIN•)GLASS,&Md'OR 2W AIR SPACE AND FATS"LASS 0E.411M NOTES__,_.....t CONSISTING OF(ZLITE$OFIArANN2ALEOGLASSVAINA.OW-VS•IMERLAYER GLAZXG DETAILS........2 DESIGN PRESSURES.—.13 H.13MW LAW 10:(1)ME OF 118`OR O1MS'ANNEALED(WK)GLASS,Snr OR 33'AS SPACE AND WIV LM CONSISTING OFF(I)LITE OF WANNEALED GLASS AND(i)LITE EU5VATM0NS..v..........,,4 OF 1,'8'NEAT STRENGTHENED GLASS WITH A.O3O'?W INTERLAYER VERT.MOTIONS.,--6 I HDRR.SECTIONS.._..—5 1.lYIW LAMI 0(1)LITE OF ILS ORMW ANNEALED(MRI)GLASS.SAW OR 3W AIR SPACE AND Ens•LAMA PARTS 0 CONSISTING OF(2)LITES OF 178'NEAT STRENGTHENED GLASS WITH A bW-PVa'INTERLAYER 7 CORNIER CETAA-----—6 1.1318'LAM!LG:(1)LITE OF 1AI.OR 9110•ANNEALED 111RICLASS,3716.OR 1110 R SPACE AND 7116'LAL+:I ANCHORAOE.—..»...,._$•IR CONSISTING OF(2)LITES OF 3710'ANNEALED LLASS WITH A,OW-I'VB`INTERLAYER, K.1316'LAMI N0:(1)LITE OF 116`ISL SMB•ANNEALED JIM)GLASS,3.M$`OR 114•AIRSPACE AND 710'LAW CONSISTING OF fl)LTTE OF MW GLASS ANO(1)LITE OF 5110`-HAT aTRENGTi"- M GLASS WITH A MV-PVE'INTERLAYER-. L.13116'LAIR 10:,I)UTE OF IlT OR 3M ANN£ALEO(UHL)(LASS,311$'OR ITS AIR SPACE AND 711WL"MI CONS M?3 OF(2)UTES OF YI&HEAT STRENGTHENED GLASS VATHA.pV TW INTERLAYER. 2 CONRGU ATIM:QX, %OSS 3.DESIGN PRESSURES;(SEE TABLES,SHEET 3) AX NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13W. M POSITIVE DESIGN LOAM BASED ON WATER TEST PRESSURE AND OASSTASLES ASTM E 1366. 4.ANCHORAGE:TTS=34113%STRESS TICREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS$TNROUGH 11 FOR ANCHORAGE DETAILS, 5.SHUTTERS ARE NOT REQUIRED. (1(ODLK:1'RSYLSfy weyeTug..hh,saFu131 6.FRAME Atte PANEL CORMEPM-SEALED KITH NARROW JOINT SEALANT OR GASKET. fIiAqc.Ik ( ,p l)a'te 7,REFERENCES:TEST REPORTS F7L-1860,fT44SSS AND FTL•33'A. isLon ELCA TEXTRON N0A5 6Y_ Q ANSIfAF&PA NO$FOR WOOD CONSTRUCTION MI;' rwm ALLWINUM DESIGN MANUAL. B.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY YAM THE REQUIREMENTS OF TSE FLORIDA SUILDINO CODE,INCLUDING T#E HIGH VELOCITY . &HURRICANE ZONE(HVK4 �1 y�Y LYY.N A''71c r r 5.FfiR INSTALLATION LN THE HWZ ABOVE 30 FT,GLASS TYPES G•L SHALL HAVE A TEMPERED LG.GLASS GAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. ��1 ,•'yCN '•.tip �i i.' No.S07Y LAL LtH/!L F bINEDl17DN Q!'F>d1JIMDATEGENERALS $7ATLOF W�. lcmnertvao4lwwf 1J07FS ••��2a'••.,Fte75o?%(`a�.` JA. nn a Aaemfa xLzrrxE,Flwra .: ALUM.HORIPOMMROLLERY✓INDM, %, IMPACT r%`�S1CNr�1..�``' 1R 61MNf D ADIEDYOfJA7 i�TE1tREREil .24md7E. n.O ergl Ws rr 1 w.lvran�cr. In,fWj Pslur 111t1p wL1ASiiMtEllbt FA 22m Al AAA1,r'MIXI Ievle NTS 1 •If 14127-10 1 F P.ca: MJRARAY BLITACIT Pia INTERLAYER ! 'I uW SAFLEx PV$IHtERL4YER BYj 21 50 t1S1NAN DHEMICALCA3td'.VdY aI:kTEWOR It -R 53 Ira`Nom. 55 yrNOMM, CALL sEcnads) CLASS BITE MAIM 51 80,81,82 81 83,84,85 AW ANNEALED OR HEAT STRENGTHENED GLASS WIV ANNEALED OR HEAT STRENGTHENED GLASS iWANNEMCb ORH T STRENGTHENED GLASS � AANNEALED OR HAAT STRENOTHEN'A GLANS crlrNom. PYS 5118"LAMINATED GLASS 7118'LAMINATED GLASS 21 50 21 50 r , T7 NOm. ur Nam. 159 OLASSBITE 59 r GLASS SC e �••' TRtH ucrREVISM $2 52 68,87,68,89.70,71 f n racwta I g�j I WANNEALEO OR HEAT STRENOTHEN.0 GLASS I WWANNEALED OR HEAT STRENGTHENED GLASS San Osse R02I 090 PVBINTERLAYER .OSO PVS INTERLAYER AWMED OR HEAT STRENGTHENED GLASS 3N6`ANNEALED OR HEAT STTiENGTHENED GLASS S716`-LAMIUATE0 Th LAEfAN.ATED Sd1S"OR WA)R SPACE 3it6'OR.lb`ASA SPAGE 116.OR WIS'ANNEALEO OR TEWa+ERED6 `' iJ6`o73tT6"ANNEN.ED OR TEDIPERED GLASS�p -... 53rt8'NOM, •Isnw NOK 13118'LAMA 16 GLASS W15118"LAMI 13118"lAfvll IG CLASS W77118"LAM! APOR MTALLATION IN THE WC ABOVE M FT,GLASS TYPES G.L SHALL HAVIE ATEMPERE01.0,GLASS CAP.BOTH THE DP AND ANCHOR OUANTRYTO REMAIN UNCHANGED. 7 1 HIRLY,69)�IEQLASER ': LAC WHIM F AU"A=407 ��'•., S.n:£4 :•mow w'7Tecaaecremra GiAZ1NO DETAILS dl. raonr E IdmcJSWDf 7lfbEilEEl k.vcwCE•iLa[IS '• S`'�`... YC�: dR PJJM! D ,wnrmd(lGAfOdE. #I1TQ. :: _� ALUM.NORTZONTALROLLERVY/NDOWIWACT ,�c'°ov�"�°xa. wvw FvU F +!Y ��4TET-!D � `xi�rS3ti •d�r. F.K t77&GS dd St2°.XM , i TABLE 1. XOX(114,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WISAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 3S" 38 318" 49" goala'. 54" 80' 83" 84" A,B,G.H +60.0 .60.0 +60.0 1 40.0 460.0 •80.0 +60.0 •80,0 +60.0 40vTEIVER20 -60.0 +60.0 60.0 +80.0 -60.0 98" A,B4O,H +80.0 '40.0 460.01 -60.0 +60 0 800 +60.0 .80.0 +600 •60 40.0 +58 8 48 8 +582 -58.2 Fort INSTALLATION IN 108518' A,B,G,H +60.0 80,0 +60.0 80.0 +60.0 SAO +60.0 -60.0 +60.0 40 •60.0 +65.2 682 +523+ •52.3 TNEIMtzABovE3o 708" A,B,G,H +60.0 -60.0 +rA0 50.0 +50.0 40.0 +60.0 400 +60.0, 50 40.0 +5d.6 596 151.7 •51.7 1T'r ASsT EA o- LSWd:.HAYEA !11" A,B4O,H +80.0 �:0 +60.0 -w +80.0 -SOA +80.0 40A +80.0 -80 .59.6 +53.6 -63.8 +60.9 j 50.9 LII GLASS CM,Sm THE OP UP TO 111" C 1 x60.0 -BOA AND AW-ROR D E.F. OUA+7fi1Y RE61A N UP TO 111" J,K L x78.0 -78.0 UMHANOEO• TABLE 2. XOX(113,113,113)FLANGE OR INTEGRAL FW WINDOWS(FLANGED SHOWN.FIN WINDOWS WISAME DLCO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 83" TOB87118" A'B'C' +80.0; -60.0 T08871trOJ'K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WISAME DLO ARE 1"SMALLER) WINDOW GLASS _ WINDOW HEIGHT WIDTH TYPE 2B' 38" 38318"� 48" 600 818" _ B4" BO" 83" 80' A,B,G,H +75.0 -76.0 +78.0 i •76,0 +7b.0 78.0' +75.0 -78.0 +75.0( -75.0 x78.0 .76.0 +75.0! -76.0 •►75.0 -75.0 I 88" A,B.O,H +75,0. •78.0 +75.0 -75.0 +75.0 7bA +75 0 -76 0 r75.0 1 •75.0 +75.0 -75.0 +742 -742 +702 -70.2 72" A,B,G,H +Z6.0 -76.0 +76.01 -75.0 +1tk0 760' +75.0 .75.0 +76.0 •75.0 +76A -76.0 +69.6 -W.6 +85.2 -65.2 m �� v "„ yyn.srra. 74" A B,C+H +75 0 -75.0 +76A -75.0 +75.0 75.0 +75A •75.0 +75.0 •75A +75.0 75.0 +SB.1 58.1 +83.8' -83:8 A � 1 - 1q. ) UP T074" C,O,E," r75A 1 -75.0 v2F I J,K,L In1 r GLASS TYPES:TEST REPORT 1`11,4858(>=q,M-4869(CO&NO)AND M5330 A.6118'LAMI-(118"A,,09!1,118:A) G.13!18"LAMI IG.i/8"OR 3118"A(MM.),8/16"OR 318'AIR SPACE,5418"LAMI-(WA,.OW.Ij'A) .IWIT LAMI 10-lar OR 3(lVA(MiN.),a/IV OR WT AIR SPACE,Wl 6-LAMI-(IM-A.MD, C.5118"LAMI-(UB'HS M,W H8) L 13116°LAMI IG.118'CR 3116"A MU),6116"CR 31S'AIR SPACE,5118"LAMI-(118"HS,.090,188'1• ) D.7116'LAMI-(3716"A_020,3110 A) J.13116°LAMI 831/8'OR 3116`A(M).3118"OR 114"SPACE,7/16'LAM!-OMWA,.090,3118"A} w.• ;-M E.7116°LAM!-(3116-A_090, HS) K,13718"LAMI*-118"OR 3116"A(MK3117 OR 174"SPACE,7118"LAh1t-(3116"A,.090,MIMS) F.7116 [AMI-(?l!6'HS,.080,3716'HS 1-13116"IAMi tG-1!8"OR 3116'A(MIN.),3118"OR 114"SPACE,7/16"LAMI-(3118'NS,.WD,3116'H&) - L.0 Dues a Io Twa m DESIGN PRESWRE9 ;`+, wmt£cwaana+cam a ralnrr a roravnuceasatwer vvenxa,f wm ra earn: a F ororaaTaesl +MTlroln. ac�x+a ALUM.t10R1ZONTAI ROLLERYVdNtiDYO IMPACT MWd<£RYTI YWI+PrYaX "�"" N78 J �71 A'L1TRS `U4Y.E v.K Ytt78 ,1.R- Sa&98 NKlfe w4Y1T-10 MAI.Dio ss w18'M.ax.OLo I= MAX..= MAMK Mo VENT _..... ....,_.-__._. ._.._- VENT _ o FNED e � Yir X O f X X 0 i� X F — lIV MAX WDTH I.F.FRAME --57116-MAXYOMIF.FRAk.E--�� III'MAK WIDTH FLANGE FRAW Fes--Ub 711r MAX.WIDTH FLAWA FwAE DETAIL S-XOX(114-1P1-11-0) DETAIL C-XO(113-1I3-113) NOTE-- 1.SEE EMET OTE1.SEE£MEET S FOR VERTICAL ANO HORUDWAL SECTION DETAILS. OLO FUZED D OlO VE� -r<.l.r•.�c F'I _ _ `:,x;;5'•'��`I &Y MAX. "AT HEAD AND SILLSEALANT OR NET FLANGF FPMF All 15 573W I j 3 w COMFia M&Xf I jf � 1.v.X. DLO ALL ����j J O'C ALL 1£i I.F.FRAId_ mr;M.ly, Fla'=a FI?rED i 'I,' � VENTS or MAX .... e Dxn ynwl� LITES /� 1 1UL( q� I.F.FRA/AE ti@am;onl»k ALL a F d CONRG. S; ,1 I ' F !{ FLANGE FRAME •,� J 13 4fr—. 7YkAX,1MiDTN1,f.FPAhL--{ VIEW D-D ��'�• 7d•kAX.WIDTH FLANGe FRA+EE =��:' tia.5a7p5 ';�:~� DETAIL A-OX OR XO (FRAME CORNER CONSTRUCTION) _ Lu. aowt �'�'N4f5Wla8TNID8NF.F7 LEVA77ONS sx9TEt.Np=,oW DFGv& �! '••,"r,Ok�.UP:`C):' dd ran7rrr t Nar vewze.nwrc : ,5b,•.,...••r.\�.: zs elml 0 A'GCNV4Cf &lMET r.a.eY IrTa - l um,HORIZONTAL RLN.GER V177VDfl'N IMPACT '+J;:A.`t?ra1.�-.• s:. F.w r`ssr:+z.rcxxrJ 13Abiq&ste+ J.ilivMtltlt P.0 Fx sJ7&Ve dd 1Loa5 +aTro NTS A +!I +'..b.~AT2t-10 F -.zacarar , t I INTERIOR 37 32 -- Z2 39 1 22 i r 18 ! P 2 I EXTEaoR { WTER1OR Y 13 i' 21 Lux wwrmo --MAX.FmfDCLo––� — }–Nax• oto -- Wx,mnaTw1FLo*cFpA&Z-- - ExTERlOR 19 SECTION$-8 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX, I{ INTMIOR 17 35 32 37Kwom 39 FLANGE ........�,.,.� ...._._.__. i MAX, i VENT I DLO y yg MAx I FIXED MAXFIXEDTN•O-� MAX.vr-rar nLO__._ MAX.NDTH{LF.FRAME)•-- �L) i 111( ! EXTERIOR SECTION A-A (HORIZONTAL SECTION.OX SHOWN WITH INTEGRAL FIN FRAME) I 24 . I -8 22 21 ir••..• /' 22 nmoec7nsxtaln �.' emptlrr.L` iMofM1ai`a. ! Li 12 24 8 EXTERIOR '�'. INTERIOR EA°r°'I � •��1 � 111 12 . 7 21 °c'' vxe n _ EXTERIOR �� INTERIOR nn SECTION C•C d2 SILL HEAD (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION.I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) t7A. &fdA'S F lk30HAM6FTM5dNELT " '� 5'a C \J. WtdTEG?!YAOL'YOR'.2 5EL'TiON3 ..�'•.,}tasn'N'•. �,: lit WWII c maCwvaGaTrasaxi:ET fr< vTscs maeftow7wSmErr - A>Lwtlro1'AHORIZkOalNY AS R+OYLTLENPM IMPACT p—,lij ` R4127 "�,SJrtfi\.�;.• F AiPf rr. Ymm DwcH RM DESCR>p710N MATL FGS'N rnm DWCOMI DMCRTMN AtATL PLTO I 41M A F1ANLEFRAMBHEAD 6C63-TEAL 6IM37 66 MASW 13716"LAM]TO-WA 3WAIRSPACF 5116•LAMi U8' .040PVWJJ JSA 2 402,5 SASH STOP ,m1 mral 6VZT5 AL 6t2244 67 lYM"LAMI1,3.I •A N; 3J8 AIR SPA 31W AMt 1/8'0.MrM 11S HS 3 H8X3f4PH:PANHSAD 7S34AA G3 IY16•LAMITID-VrAD41N7YVATRSPAtR.Si16'LAM! 19"ILS'.0401W$bnl 4 4053 SASH STOPCOMSASHSTOP 600-TS 0 1311G"LAMIXLAVA IN..S/lG"AMSPAC$SileLAMi A.0 M,I/S"A 6 4136 FCA24CElRAME3111 6063.760E 64136 70 1YWLAM1I6Y16"A 1N. SAG'AMSPAM SUOLAW U8-A,=PVD,WKS) 7 4137 RANMFRAMLADAPTOR 606346 AL 66131 7t 13116"IAAi116Y16"AZT.i1N. F6'AIRSPA •3?i6-L:AE9 WHS,MPVZI[8 8 4131 RDIfRTRACX M-T6At. M131 72 WW"IAMIfG-F1rA . 114"AIRSPA 7110 LAM[ 16"0A9D 3ti6'A IM 10 71298 WIFPHO11iCOVHi' I'Cri YPSLOP. NAD 73 L3116•LAM11G-WA N U4'AMRA9,.7/16'LAMI(MIV'A.MM3/1' 13 1626 ADHILSidEOPL^iCIIlFOAMPAD S74 INl6"t.AMl361/8"„A�MIN,>:Ua'AIRSPAfxy.7tlG'I.AINit3116'HSJ0PVB31t6° 13 4002 A I'LAhYi<iPRAMAJAMH M6346AL '`S IYl6'7AMliL13r26"A. 7N. 3lI6'A13t 3PAC&7t1C LAlrfl IG•A.090 3116'0 76 1Y16.1AMt14Y16•A IN. 311G•AIRSPA 7/16'MMt IG-A OOFY3LIfPH, 14 4134 CIAI�XETFORMAINFRAMEISH2.JOINC K " lVle LAMI f03116°A �IN. 3116-AIR77A N16"LAW 16-I AAPV8,3/IGRiS15. 1152 #S X 1.000 JAD FDL SMS g0 1010 SQt04 FRAMS OR:doVOR. 3105-H14AL16 6170 6 Sglffi4ADAP7'OR GaGf-TS AL 91 lee SCRIMNCOM401ty"WAUNM POUPROP. 17 4034 B FIRFDMEAWRAU- Wi3HD-TEAL 92 101 SCREE400Riv'SRXEYWIOVTpJm POLWROP. 19 4066 WM187X330FMSFAL 93 1073 SCRLE778PR w ST.= 21 4103 SASH TOP&BOTTOM RALL 6063-T5 AL I 6122'10 91 1624 SCREE4SPUNE--133 LXA.FOAM 17+1 P.VC. 22 160 WSTP X270BA P1XSEAL 61(+830 95 1635 Sf3EMSPLM-13SDIA.HARD FAt INC 23 223.1 RQUERHOUSt'+O&CMH 42I12HO 96 ScRFAV cimi 24 226 IRRASSROUMtWHEMS BRASS 7ERWIU2 29 4128 jffD=OVrALROUXRSASH TOP WIM POLYPROP, 441M 32 4006 D SASHMMINORAIL (4011946 AT, 6" —2. 33 1233 WSTP.170X 270BACr,FIN SEAL 673160 35 1696 SWEEPLATCR DW-CAST 71am 3r 1016 98X.625PILFLSMS 7538 P 37 4126 SASHMERASL 6W3-TSAL 64126 1 38 1683 )MM.250X. 6BA 1r1NSFAL .676.43(1 39 7070 B=WFATH8R$TR1P.I87X275 67070K . 40 LIFT RAUXOVERCAP 74078'C'LORR 41 4139 1F.FRAMEHEAD 6063-T6 AL 64139 I.F.FRAMF HEAD 42 4140 I.F.FRAMESEL 60046AL 65140 49 04139,Iroo3.TD 43 4141 ILF.FRAMEJAMB 606346AL 64161 50MA=408lL' DOW W MQMR IVA1FMr 31 ln4 jVDMaAZMBFADBUlZ 6TP747W PptptltYttirotSeA 52 1223 V2Mt3.AMM0BEADMJLB 1 6TPb4&f( 2.784 i u raa. 53 4039 8 aAZMMAD-S/LO 6063•T5AL (409B 4 a«.puwWA 54 4044 B CLA27NOMU-5116'WICRUICT 6063-TSAL 6441W 082 5.152 f3 55 4222 A MAMTOBEAD-7116' WOTSAL 64222 56 988 C GAZWEPAD-7116"W/CG=X1T 60ZTSAL �6983 S9 4W7 CLAZWOBEAD-13V16' 6063.7SAL CA067 � Q 5116'TAMi IAf'A.09DPYE HR'A 14.31 I.F.FRAME.IAMS _ 61 5116"LAMI 8'0..090 ll8° I�.JJ aa,aY.aJlu•Ts `� .rNe'�','�tC+`°+ 62 S'l6'LAM1 118'HS,.090PVH 118'M "`c' 63 " 7JIb"tAMI(3116'A.070 3710 A) 64 7/16"IAMI 16".0.t1901'VB 3/ts°HS �� I.F.FRAME 334E - a'�—•;«_ 65 1 17/wIAMI 3116 HS.090 3116' fNY40.8089.78 .�' 15 i t::;; lu arymra F nocw9aaf7faall r PARTS LIST +''to '.N��' ,i�rEcf,mwcronnx �>'?`;••::•,, ..f fir,.; ac r s rmfvfcrtnasaar zv¢xxe,rta�tfa .la wwrr a cza�rmFs lLLUM.IiOR1ZONTALROLtERWINDOW IMPACT ��`',`.'1('i.lAL��•: Y'}WfAS.•. its VSiPWJ BtilEs ' ' Al1�NNS1t0.P.F_ FK 2TE08 d1dlJ-70 a34F .P.E17sxn 3.= SASH STOP COVER 608478 M�11E FRME HEAD R FLANGE FRAME SILL 06 (D Nixem-To 0 FLANGE FRMIE JAMS A40 SASH STOPHORIZ.ROLLER TRACK @7 FIXED MEETING RAIL 44M.M-1-TS —T ,e0 aa63ri�•Ta 94,s1.aae3�ra TF T 41 2 ETC —� as—s(- @ SASH TOP&BOTTOM RAIL 302 SASH MTG..RAILSASH SIDE RAIL rdle. U #410063,45 307 .e7e am asa It 1.115 T-1 1 054- GLAZING BEAD,5116' GLAZING BEAD 7116' GLAZING BEAD,770- GLAZING BEAD.13116* a=� 040"e. 04222A,OM,�TS 606476 059 (USW WGMLKl7I (usr:D W/GPJLL XtT) % u7 c re. r ttt0-wol Fvwwoetmmlwr ALUM.HORIM14TAL ROLLER MNOOW IMPACT P" RX vmw Msw ANCHOR QUANfl nEs,LOX 14•IPL-174 W)NOOW TABL94 NOTES: QASS TYPES A.B.C;aKI GLASS TYPES O,EP,J.K,L 1.ANCHORTYPES: ANL:30R TYPE 2.a.WAOD 2 CM40 1.^.CNC 231 WOOD 2.CONC 1,CON^. 1-114•E1CO TAPOONS 2.114'ELCOSSA CRET6fLBX 3.1112 STEEL SCREWS(CS) a3urtaTPATa 2LX9 a ZONZONES 08 y 1' 2.GLASS TYPES: �INSTALI-KnON IN THEHVHEA80Yt 30 WIND ala MAD aa%L�I HEAD6 MI.�HEAD8831�New SBL HEAD 8S8L�N£A0883.L� 0.:+)1C•1.1�4!1•(IWA,.=.lWA) PT.OWS TYPES Q-L&HALL NAVA S,8118•LAMI•J'WA. SO,ifa HS) TWERED L0.GLASS CAP,BOTH TH£DP AND $&a$A 38,375 1+42.1.62+1 2 14«+1+102+1 a 1+«++1102.1 2 t+«0+0141 2 1+02.1+«,1 2 14CM+C2r11`2 C.WirLtM!-(M HS,.A 10*A)) �+p.I�OUgNiiTY,aE)JA!iJ tlNCHANGPn. D,7716'LAND-(8118'ABW,ana•A) 4aAW 1+C204«.i 3 14«+1,05,7 3 NC2+1#C2+i a i+C2+f4C241 3 14«.14102+1 3 14C2+1+«+1 J E.7l18'IALS•(3116'A.OSO,3H6'HS) 83.626 14«+f4C2•113 1+«+14C2+t 3 14C2+14(2.1 3 14C2#14«4�3 1+«#I.02,I 3 i+C2+HC2+113 IF.7178'LIV.fi.(yttl•H6,�..:'18'H8) Q 73116'7000 Ki•178.OR 3?18•A(6TJJ.),btiG Lam'&'a'SPACE%t8'tAMi (77$'An9O,tTd'A) w.QaD 1+=04=0 3 1+C20+02+1 J I#C2#14«41 3 NC31+«+118 1.«4i4«41 3 i.C2+1.02.13 H.13Mff`LAMi1G•11a'OR3118'A(MN.).5?16'OR3V SPACE,6416•IAMI•018'A.M.L9'HS) I,13715•lAMiIO•i7S'CR3.h8•A1MiN.),St16'OR Or SPACE.TAWLAMI•(176'4+A6A0�IIlrA) 00.000 1,C3+i+C2+7)a 1+C2+Y•«+1 81+1'R0+0247 3 7.02.1+02.7 a 7402+1+02+7 1 Y+102+1+«+1 3 J.13116'LAWIG1 UVORMVA(ATJ0.);3118't3R Il4'3P)10E,T110•LAMI•(StIS`A.L 0:3I703•A) MOM 1.02+1402+1 3 1+C2+14L201 1+C2+1.C2+1 311+M+140241 a 1.02r1+C2+1 a/4C31.04,1j3 N.IVIS'LAM21G•(78'ORJ)YCA(M7N.),ffitO'OR Id''SPAC£,77l6'lAJal•(3f/a•A.OSO,3J16•H8) 00.000738.878 1+«,1+02+7 2 HC2+1+02+1 21,«41+02+1 2 1+02+1+02+1 3,1+L2+1+02+1 2 1+Cp+2+C2#112 L-13fHPlf,M110.io ORSNB'A(KII11,3)1WOR Ur SPAM WICLUU•(2N8'HS.M.3'16"H?) 'am 1.^.2.1,0241 3 t4670#C20 3 1+0241+02,7 a 1+01+7+02>t a"i+C2,7,02ri a I+C242,Ct+1 3 3.VANDOWANCHORQUAHTMES AR£PERADJACENT TAME AW BASEDONTHEfOLLOWWING Sam 1402.1.0E+7 J HC2.UV24I3 t+LR.14C2+1 a 1+C2+t+CR1 a 7.02+1+0241 3 1.02+2,Ct.fj3 DILIENOHB SI .rORWItiIIO'WV=S NOTSHOWH.GOTO NEXTLARMR 4`f,.t4DOW WTABIE w.00D 7+102+7+02,1 3 to«414«41 3 1.C1+1.Ca+1 3 7407+1+«0 a 1.02+1+034/3 1+C242.62+1 3 HEAD a.BILL;10 ilr kW.ON EACH SIDE OF MEEn%n RAI.CENTERLINE. MOM 14«+1401+1 3 t+C2M+C2+1 3 1402+1+=41 J 14C2+f4C2+i 8 1+102+1+02+1]1+C342+Q+1 3 «,12'�yM�'�k'��RS• 304383:0'MAX.PRLM1 WRNERS AtJD?Z 11.2•MA)C O,C. 63AW Y+ +02.1 1 I.C2.I+42+1 3.1.«4140241 3 UO2.t+C2+1 314C2441MI 3 140a42.CR41y3 TABLE KEY' W.M.73,370 7.L2+2+02.112 1+«.14031 It 14C2+24020 2 1+«42402+1 2 1+C2+D4C241 2 540242442+71 a O ANCHOR OUANT7TY PER JAMB 48.000 1+«:2+C2+1)8 1+«414102+1 a I.C2+2+02+1 3/402+24«411 140242+01+1 3 t4C242+C2,t 3 1',L'3'E+c,d`eI1 3 SOA25 OC242.C2+1 IIt.C2.1402.1 a t+C2+24C2o1 31+0b2+0241 3 14472+2+020 J 1+0242.«+t;a HEAD AND SILL M¢CHORQUANTtt. 64.000 7+02+2:«:i 3 1+0+174«+1 3 fat•242,C241 J 1:0242+02+1 3 1+02+2,02+1 a 7,C3+2+p+i b ACLUSTERO"(3)ANCHORSCENTERED 0.000 114=424C-1+1 3 Y+CN1+CE+i 3 Y+C20#020 J 1+«+2+0247 31+02+2.0.0 a 1+CJ+24ta+i a AT GOR AT EAtiti RWLALE(1) 8 ANCHOR AT EACH OPERABLE VENT 63=0 i+C2+2+cNti3 t4C2.1+02.i a 1+4+2+034/3 1 1.10:+24031 3 1+C2+2+C241 3 1.403+2+04#112 PLUS(4)At2f2i0R8 AT iT7C£D SECTION, akoousa.373 1+«42+C20 2 1+02+1+102+1 2 1•«424120 2 1+02+2+^.241 2 1402424=20 211402+1+42+12 (12}AHOHDRSTOTAl A7 HEAD ANII 48.0X0 14C2.24C247 S 1.C2+54C2+1 a 14«#24C241 3 1+07+2+C2fA 6 14^.324C2i7 311403+U001 3 t3')B,N.O.C.ANCHOR 8PAONO) 60,623 14«+2+02+1 3 14CN24C241 3 14C 240241 311402424C2+1 3 1.^.7424620 3 1+f:3.a46041,3 11.1700 140242+C20j3 14C212.C2+t 3'1+02+24«41 314«+2+02+1 814C2,2.C24l 3 1+0A+34C+.ij3 3j4'max, �--�;-•�1*MIN. W.= 1,0242+02+1 3 1iC2+2442..i J 1403#2:03.1]1403+2M341 3 NC2+24«41 8 1+Ota344'47;J � -►---t4r-4--1-_.#_._4_....f.f.__y_._._) - MOOO 14C242.Q.1 a 1+02,23C2+1 a 140342+034/3 1.42342403,1 3 1+0242+C20 J 140+13404,1 3 S•REP. roomcrii Milo IM3762 and 1+C1+2.C24.1 211+12+2+U41 2 I+03+3+02+1 2 1+m+3+C2+1 2 1+02+3405+7 2%M+44C20;a ( - _.y^'""'- "-``•�._.- dt�¢�L6+FImf� '8,000 7+02+3400,1 J 1,«,0«+1 3 t4C3+3+0a.1 3 1.0E+3.C3.1 3 1K=4 1,=+I 2 I+C314K.0 a 1rm�+,aibu. 4JTG(LIR.TYR A •+L+( "0 W.41Z lZmE 43.C2+I a 342+2,12+1 a 1+63+343.1 a I4Ca+3+13+1 a 1.034303+7 a 1+03.4+034r 11EXAMPLE CLUSTER WJ QTY.Of 64.00 3 I+«+2+02.1 a 14C3,3+437 a 1.13+3031 J I+0343403i a I+c6+4+CA4113 (SHOWN IN TABLE KEY ABOVE) 60.OW a 14c2+2+C2+1 211+04.U<341 3 4.G43C4+1_L 7,4a.34C3ii 3 I4G.4+010;3 05J.0a0 3+03+1 3 J4C2✓NC2+t 3 1+C4+34CUi 3 14C4484C6+1 a I+C4+84C4+1 3 iM8i4+00 a •N' . 171.00x36.376 1+CN3002+1 2 I+C2+2+02+1 21 1+0248+020 21.«.3+02.1 81.02.3,02+7 s H«.t.024112 1 I L•..q jry{rvLP' '�� 18033 1+GZ+310241 3 14«424«0 3/+C3+2403+1 31+00+01+1 J i-:2+3+C2.1 8 7.03+4403.1 a it IMF. )--'4�-...-+4j 1--f-4---1•--1+--1tiT--..•X...-ry 00.675 1402.3+C24f a 14C1+2:C2+1 2 1+034340341 1I1.D3.34C3+(3 7+C3r34C3+1 3 140E+4+t34I 8 I •\,•j_T II '�, �1:•''��rr:ks,:'.FP•%r w.O30 1+p+34W0 a 1447+2.0+1+a 14473340}ei 3 7,03+3+4+1 3 1+03+]403+1 8 14C4+4.c4H 3 ""..•••• Y ).0.$874, 00.000 1,C.043.Ca0 a 1+^.24247.241 1 1+0+30:1 7 f+G43sgd.i 4 7403+340].1 3 140+4+G,1 3 M.RAIL.7YP, - ~:• = eaaeo 1aGg.346J*1 a 1+72,2.02+1 3 1+00,30+7 3 140+5.0441 a 1.C413404+1 3,00544+C&+114 EXAMPLE CLtiSTER Wi QTY:Of(4)ANCHORS Lr,L 6+18116 r NOGWt6L'7)M98SIL'Ef (114-112- ?7�, g7 •Mt� aror¢e n o arcwwe ANCHORAGE SPACING XOX t/4 112-114 J1 lAT7lit S 4 7A7L1W7GPTMSOfFE7 v.t ,fi4+fn •�'a tt�l•..••....r���(:•' ! 2A. awnil a - AacYA7666T79.7P1R86 aOaTAaTa .A.eQx.xa --- ALt7M.HOTtiiUi+f7ALRt)t1ERWtMDOW_114PACT '�:,,�O;;Il1• sOxc4.s,aam4 L�tsyy&rs# �°""' °'""' at5fytvatlA`.P.6. � 1 rx 2as>Je �� .�;� - 1gu+a 078 a 411 aT2T•Ia p Pxs russ i FC.OTRAN E XOX t 473413 V494VOYM TAMLE5 0)ASSTYPESA.S,O.H GLASS TYPO 0,O,EFJAK.L NOTES: 2,3,WOW 2 COM 1�CON- 2:&WOOD 2,CCNG 1.(CNC 1,ANCHOR TYPES: JAL ZO+a S 7AHE4 2C4E8 ZONES IDtd80 20NElS Y` 1-Itd`E!CC TAPCONS 2-iW ELCO SE4 CRETE•FLEX 3.812 STEEL SCREWS(G5) 0 1 2.0).6.6.TYPES: Q HEAD 6 SSL HEAD d 5Cl HEAD a G2S MEAD d 861('( HEAD d BCL 'FAD d 6.%A. A S11f"LAMI-(178"AAa6,it8'A) FOR INSTALLATION IN THE H4rHZ ABOVE 30 !� B.SMIV LAM-(tt8'A.M.178'NS) FT,GLASS TYPES G•L SNALL HAVEA 14020+C2.I2 I.2.i+C3+1 2 14«+1,0741 2 0C24U0Sr1 2 1+G2414C1+1 2 1+«+1+0241 2 C.VI6-LAa6-(T78"t1S,M.WHS) THWM ERE)LG.GLASS CAP.BOTH THE DP ANO 14C2.1.0241 3 t,C1NC2.1 3 I4G24t+CS.1 3 140+1"024 J Y4C2+t4L7N 3 1417+110211 3 ,7110'LA781•(3110'A,.03Qa11G'A) ANCHOROUANTITYREMAINUNCHiSWLEO1+0341'02.1 a E.T110'LAM•{StiB'A,A90,81tCf95) t+t2+1+1741 3"C2+140241314024140241 3 140241402+1131+«+1+02+1 a F.7710`lMU-13116.'HS.O00.3118'NS) 64.V0 14CM.C20 3 0041+C2+1 3 14CZ04C241 3 110241402+1 a 140241+0241 314«41402+1 a 0.13116•Lk"10-t10`OR 3116-A(MIN.),U16.ORVF SPACE 67(8"LAMI-(1;3'A,w,le.A) 60.09 t+C2N4«41 3 140141+«.1 3 1+Cl+IN 241 3 1402+1+0241 S.1.CZ.1.02+1 3 1+«+140241 3 H.16 WW LAM IG-178'OR 3110"A(MfN.).MW OR 318'SPACE,6110LAMI-(118'A.M0.176'HS) 6&1X40 1402+1+C141I3 1+CZ"4C2it 3 14C2+14C241 3 t+C2414«4f d 1+II2+1-M41 3 1+03+1+0341 3 J 1311 AM)IG•ifd'OR a116'A(MZNJ,3[iWOR 37a'SPACE•NtWEAM•(WI6'A..093tMO- ) 1.13718'lAMI 1G-tta"OR 3116'A(ldW.),3118'QR 1f4•SPACE,7118'lAM-{2115'0.080.,&16"A) G3.tM136.3T3 14C2+1+02412/4C2.0L7+1'21+«N,02+1 21+C2414G*l21+02+1+1,2021+02+1402412 K.13116-LAM 1G-T18'ORNIB'A(MIK);3718"OR.175'SPACE.711V IAM-(3)18'k0w,VIC'HS) 4&ND Y402041C2.f 8 14GS+14C241 3 1+120+C2+1 a t+C241+02+1$14«+1401+1131+1,2+i+C2+1 8 L.1911tS'LAMi)Q•118'OR 3118'.{i<W.},a116`OR 174'£FACE,R16'LAS;-(37'{6'-IS,.Oe3.3718'MS) 60.&'" 14C2414241)e 1.M.14C21 8 14C2+14C2+f 3/+024140241 3 14C2N4C24Q3 1412+0«30 3 1YANDOWANCHOR QUANTIMS ARE PER AOdACENT TABLE AND BASED ON THE FOLLOWING U.= 1+0201C2+1)3142+/402+1 J 14124140241 31+02.14-2+13 4402+144++131+2+1402+!31 D08ENglOf4S.FORNANDOW SIZES HOT SHOWN,GOTO NEXT LARGER WINDOW IN TAME 63000 14C2+14C24Ta 1412+1+«241 3 141=+t4C241 3 14CN"C2+t 32402414«.1;3 11Car/4«3+113 0&100 14MJ OC2+1'3 t4C241.C20 314C2+t4«0 31+C2+14«ti 31412414«N'31+C3.14f*4t{a HEADASILL:10 ire MAX ON EACH SIDE OF MEETING RAILCENTERiWE MOOG138.)7a 1+024"tYNi)2 2.C2.1K2+1 MM CORNERS 2 Y+C2+14«41 2 14024140-1 2 1+MI402+1'2 01241+C2+i 2 JANIBS:G'MAY.+TT01Ft203FA CORNERS AND 22 IXMAXO.C. 40.007 OC2+1.02+113 1+«41+(2+1,3 T4«41+G211 3114G2414=+1 3 14«414«+1 3 t+«+1+1,2+1 3 TABLE KEY: &0.626 14«414«H 3 41«NK2.41 a 4402+1402+1 '3 14C2+1+«N a!442+14«N 3(4241+0241 3 x O �( 64.(00 1.«.14020 3 1+«+1+C2+i 3 1+«+1462.1 3 14C2.t+C2r1 2 14=04C24!1 3 2+G4N4G3+1 3 1+0311+1,3+!•3 -•-ANCHORQUANnTY PER JAMS 4"00 14C241+12+113 1+C2N4C2+1 S 14«+1.02+7 d 1+0 2114 0 211.a 1+02+14C1+1 a 1+03+1403+1 3 MAW 1+0241.-2.1)J 1+(24417+1 814C2441L741 3 140341+Ck/314C2N4C2+1)3 1+03+14094/3 HEAD AND SILL ANCHOR DUANTITIES a&m.30&73 1+02414-341 2 t+«+1+C2+1 2 te«414CM @ 1,C3+1+C3r1 2 t+C241402.1 7 t+g414024t 2 ON EA TER E(3) RAIL fIL CENTERED ON EALR1 T EACH RAIL ABLE(1) W.WO 1402+1.(34 8"/2+1,02+7 3 14«41.-2+1 3 NCS.S4CNi 3 1402+1,«2+1 3 1,032..0341 3 A7dCHOR AT EACH DCEit>,+1.E VENT 60.82. "02+140249)3"(74"17.1 3 140344.02.4 3 1+«24"«+1 3 1+D2+140241 a 1+0341+0241,2 PLUSO)ANCHORS-ATFIX80SECTIOM 64.tG0 14024"«.113 002+1+«.113 14C2+t+C2+1 3 t.C2r1,4241(a 0CNt4C2.1 3 HW41,CS+1 3 (0)ANCHORS TOTAL AT HEAD AND SILL. 60.000 14L2a1+C211 J 1+12.t,C241 0 t+C2,t4G241 J 003+1.0.30 J 1412+14C3N 3 140311,06.'1 3 13"2.:14.O.C,ANCHOR SPACING) 03.000 140741.17+1 3"024140+1,3 f+C3+1+G3+1 3 I+C+I.C3+1 a f+C2.1+«41)3 1403+1+0341 3 74.000x36.376 1+C2+t+CZ i 2 1402+14041 2 f,C241+0241 2 1+02+140+112*+=+.I-M+i 2 14«+IZ7l 2 _ f�263(4-MAX, 48000 f+«.1+«0 3!4«+"0.41 3 1+0241+0241.1 1402+1+C2+1 3 14C2+1fGlst 0 14C3414C3.1 3 I1 -.•{{+-3'2.17. 60.62'1 00241402+1 3 OC2.14C241 3 14C2+14420 3114C2.1402411-3.1.02."«41 3 14C341+C3+1 3 't-4{t--f--4 t---3-� 64.00« 14«4+1«+1 3 0L7440241 3 1+«41+020.3 t.-2."G2,t1IS i+C2+14Ct+t 3 1>C3+NC3r1 a �R-F 60.000 I.C2414«41'a 1+0741+01.1 a T+C94+03+t a 1406.4403+1 3 1402+140241 3 1401,1+03+13 a 83.003 f4C241+C241,3 f+«+14C1+1 a f+C3O*C3+1 J"C3+0034113 1402+14C241 a 14CS+/+Ch1 3 1 1tn1N/a4C dad. 81.0001 M375 t4C241+C241 2 1+« 3410241 04C2+1 2 14«.1+020!1+02+002'1 3.1+01 )2 1+C2+i+m+t EXAMPLE CLUSTER 1411 QTY.OF(BLALNGHORS 2 MTG.RAIL.,7YP. A4,,�44,,,,ty fj �py 46.000 1+02.7.03+1 3 1+01'1402+1 a 14«+110241 3 t+C2+"0211 3 1+1,2+ 1+00,=41,02+ 1+00,=41 a 12n 21/11 x0.626 1402+1+1141,3 0«+14C2+1 3 1+01+1402+1 3 1.«4"C2.1 3 1+42,1+«.1 3 1+03+140341 a (SHOWN IN TABLE KEY ABOVE) 11oG,ft x4.0011 1+0241+02,1 3 i+0.741+0241 3 1+C6+1+02+1 3 14OUtfC3+i 31+02+14C2+1 3 140=+f4C3H 3 50.000 1402.1+C2+4 3 14C30+CN+1 31401414«3.1 314C8414CM 4 14C3+14C3+1,3 14131'1+014 3 253N4`MAX. 83.000 1+03+1.0341 a 14C3+14M+f 3 140+903+t-3 14(3+1.1341 4 1403+1403+1'3 004+140441 4 -�-)}.--1172•TYP. 6.6.46.7136.373 1403+14(2+1 2.14A+14C1+1 R 1403+!,02+1 2 7,03+140241 a/.02+140241 2+102+/402+1.2 -+-f---+-L}}�--t--11tf_.._.p.._. 1.1.. 40.006 1+0241+014{3 1+C3+14C241 31402+14(2+1 3 14C2+f+«N,a"«2.1+«47 3 140341+040 a 2'REF,+ Xt 1t o (� x \�a:' LN Gg623 1+03+14024 f;3 1+0141+CMI 3 1+C3ri+O2+1 3 1+02+14C241 3 t4C2.i4«41�3 f+0340C3+113 zr•-'-�+{ '' z ( \_..-. �..._._✓ Z{.56704 6.000 1+02,l4C24f13,1+014+0241 3 1+0341403+1 3 14«401347.3!'17+14«41 7 1+0341+06.11 3 .r: :. 00.000 7+«414«241)a 1402,1+041 3 140341401x1 3 14031003.1)4 1+Ca41+C3<1 3 i+Lf41KA+1 4 MTG.RAIL,7YP. ix 63.02. 1+03+1103x1'J IM-11'C2.1)3 t+O3N4C34Y 3 14C3114OS+f 4 1403+1403+1'3 1404+4404.1 4 EXAMPLE CLUSTER W1 OTY.OF(4)ANCHORS ••1: � ° 11 lif6Y E rDC CflltlbP&7'itr88NF.f:T 'O wvfRp°eo°teRtz AtUM.NDRIZUNTAt ROLLERIdpUWIMPACT �'Sl!C7;vnw. ,G`,• JA &2971 D IDDEDYSOW7D�7f7f➢tAflD eyA,74101E vA.12»042.1 �y� rvi" +%.%'4.06.7!Mtt tZZ1fy 21ruer ,-W 22.Sw JJ. �/Jw wm2 )V7S 9 +Y7 tl727 fG F asae4xa i C OR QUANTMES,XO 0—M—NDWS TABLE 61 NOTES: GLASS TYPES AB,G,H GLASS 7YPES C,0,8,RI,4K L 1.ANCHOR TYPES; ANCHOR TYPE 2,3,VVOOD 2,CONO i,COW, 2,3,V4000 2,CONC 1,=r- 1.1N•ELCO TAPCONS 2•u4•ELCO SS4 CRETE•FLEX 3.912 STEEL SCREWS(G8) &SUBSTRA-IE ZONES S ZONES MNES� ZONES ZONES ZONES 2,CLASS TYPES; asa°{L{ ° 9 Asl6•!AE!•ttsJ ,!�� A PO13MSTALLATIONINTHEHVHZASOVE WINDOWOU N Z7 Tfi q!7n 5i u'1 i� 8.5498'LAN!•(1f8'A.02'J.!.9'H9) Ff.(iiAFiS TALES 0 19HALLHAVEA y W .6 � a W �, x at =•0 ., C.8118•LAM1•(VC HS«020.1td'HS) TEMPETM 10:OLAS9 CAP,BOTH THE DP AND 2 0. 37.000%38.375 1*C241 2 1rC2+i 2 1+132+i 2 1+02+1 2 1402+1 2 Y+132+1 7118•LAW-(3t16't�A&0.3'!8'A) ANC!OROUMMW REN.AIN.UNDIIANGED. E-TJ15'LA,VJ-(3718'A 0W,3118.43) 46,000 1+02+1 3 I-C2+11 3 ,14132+1 $ 14C2+1 3 ilC2+1 3 !402.1 3 F.T118-lAUJ-(W(rHs,.rm3119'Hs) _ j 50.825 1+C2.1 3 1+C2+1 3X1+02+1 3 1+(.'2+1 3 1+32+i 3 1+0241 3 H.WMMU10-t�'OORR 3i1frA(e2tk.j,S18`OR.W OIR SPACE WIC LAW-(Iff A,=,1r HS) 54,000 4+02+1 3 1+C2+1 3 14C2+Y,9 1+C2+1 3 1+02+Y 3 1+C2+1 3 1,IYIIV L*A!10•lm'OR-VIVA(WIC),&16'OR3%-UPACE,.SIIS LAM) (116-HS„�,i$'HS) 60.000 1,02+1 3 1+02+1 3 1,G3+1` 3 1+02+1 3 1*CI+i 9'Y,Cg4.1 3 J IMS"LAM)10.1J8'OR318'A(010.A10'OR 114'SPACE,7AIrIRA•(3n6^Ab90,:VlrA) iC 13N8'LAIA 10.1)8"0123.Hs'A{M1N,},3/16'OR 1Y"SPACE,7115 LM.U•(1'18'A.{ ,31!8`its) 61000 1402+1 3 1+CM 3 1+03+1. 3 1+C2+1 3 1+02+1:3 1+03+1 3 L 13%8'LA1l110-113'OR NIS'A(MNNJ,me*OR774•SPACE,7N8'LM11'•(3MOSSAW,WW HS) 4&OM X 3&3781+01+1 2 i+G2+1 2' -1+02+1 2 1402+1 2 1+02+1' 2 1+C2-1 2 i"NDOW ANCHOR QUANT 1TjSS ARE PER AD=ENT TABLE AND BASED ON THE FO.LOWwl 48,000 1402+4 3 1402+1 3 T402+1 3 1+L)2+1 3 1+0_2+T 3 i+G2+1 3 DINENBfUVS.FOR yAMDDy+3I2ES k07 SHDV+TI,04 TO NEXT LAROERV+INOOW IN TABLE. 50.825 i+C2+1 3 I.C2+13 1+C3+1 3 1+02+1 3 1+C2+1 3 1.C3+13 HEAD L SILL-10 lir MM ON EACH SIDE OF M(EETWO RAIL CENTERUNE, 50.000 1tC2+1 3 1+C2+1 3 1+C3+1 3 1+C2N 3 1?C2+1 '3 1+C3+1 3 18Y4•MAXFMA CORNERS. MOW 1+G3+1 3 1+C2+1 3 t4C3+1 3 14C3+1 3 1+C2+1 3 1+C3+1 3 (r te•rROU CORNERS AND 22 lit•MA"O.C. S&OW 1+03+1 3.1+0241 3 1403+1 3 1403+13 1+C2+1 3 14G3+1 3 TABLE KEY. 0 x 53,125%3&378 1402+1 2. 1+0+1 2 1402+1 2 1402+1 2 1402+1; 2 1+02+1 2 2+C3:2n--ANCHOR4UANT!TYPERJWS 41000 1+02+1 3 1+C27i 3 1+C3+f! 3 1+132+1 3 1402+11 3 1.C3+1 3 813.825 1+02+i 3 1+0141 9 1403+1 3 1+C2+1 3 �Y+C2H 3 1+0341 9 NEAO'liz Nu ANCHOR OiIAMITIES L_ACLUSTEROr(3)AVCHORB 54.000 i+C3+1 3 !+0;241 3 1+0141: 3 1+0341 3 1+0241 3 14C3+1 3 CENTEFMO ON THE METING MIL MOOO 1+C3+1 4 7+C2+1 3 1+03+11 3 1403+1 A 1+02+1 1 3 1+C3+Y 3 PLUS(2)ANCHORSATOPERABLE S1(!OO 1+0341 4 1+03+1 3 1+C4+1(3 1+C3+1 I A 1+C3+1 3 1464+1 3 VENTAvO FLIED SECT!Ck,(7) ANCIJORS TOTALAT HEAD AND ML. 60.=x 38.375 1+C2+1 3 1 1+C2+1 2 2+02+2 2 1+02+1 3 1+02+1 2 24-;2+21 2 48.000 1+132+1 3 1+C2+1 3 2+03+2 3 1+02+1 3 1+G2+ti3 2+03+2 3 (2-MIN.D.C.AMMOR SPACING) Mez 1+.C3+1 3 1402+1 3 2+C3+2( 3 1+C3+1 3'1+(,2+1! 3 2403+2 3 !E xe"Msat, 54,000 1+03+1 4 1+C2+1 3 2+C3+2 3 1+03+1 4 1+C241 3 2+13+2 3 --)1•--3'46,!4. MO00 1403+1 4 1+C3+1 3 2+134+3 4 J+C3+1 4 1+C3+1' 3 2+04+2 4 81000 1r,03+1 4 l+CS+Ij 3 240142 4 1-03+1_1_4_1+03+1 3 2-0;-21 4 0` f• i x 7-�_•= i 9^ -I 1ua0 a to EB,OODx 3&375 24C'1+2 3 1+0:2+1 2 2+62+3 3 2+02+2 3 1+CZN 2 2+C2+21_3 d&OOO 24132+2 4' 1+13+1 3 2+C3+2 9 2+02+2 4 1+02+1 3 2+0342 3 UT�,RA1L AvsPu�.N,551v 50.625 2+03+2 4 {+C2+1 3 2+03+2, 3 2+C3+2 4 1+02+73 2+C3•2 3 EXAMPLE CLUSTER VJI QTY.OF{3}ANCHORS ,,��J0 '--)54.000 2+C3+2 4 i+C2+1 9240342 -0 2+03+2 4 !4132+i 3 2+03+2 4 (SHO'NN 1N TABLE KEY ABOVE) ai�j' MOW 2+C3+2 4 1+C3fI 3 2,04+2 4 2+C3+2 4 1+03+1 3 2+C4ra -0 G 83»MAK &3.000 1403+1 4 1+C3+7 9 2+134*2 4 2+05+2 4 1403+1( 3 2404+2 4 �a„ ,• 76000%38,375 2+C2+2 3 2+02.2 2 2+C2+2 3 2+C2+2 3 2+02+2 2 2402+2 9 i---a'MON. •""' 4=0 2403+2 4 2402+2 3 2+Gti+21 4 24C3+2 4 2+C2+2i 3 2+C3+2 -0 -+'--+--+1tr--+--+-1 `��� LY)tA db;, 4'REP. r X t' O ` ::C3"�`4crr ';tr�,r.•, 5&823 2403+2 -0 2402+2 3 240342 4 240342 4 24132+2? 3 2403+2 -0 'T� (-`}i..•- -.,,;� , 54,000 2+03.2 4 19-2 3 24CA42( 4 240342 -0 3403+2; 3 24C4r2 -0 111 ro.53%'05 i_ I.M.RAID--.- - MOOO 22+03+2 4 1403+1 3 '2404+2i 4 2+03+2 8 2+03+2 3 2+04+2 4 8100D 2+03+2 d 1+133+1 3 2+C4+2! 4 2+04+2 S 2+133+2t 4 ?+CA42 6 EXAMPLE CLUSTER VIt QTY,OF(4)ANCHORS. y j UA Nwrt a NDcNwaansskt�r ANCHORACE3PACINOOXANDXOtWINDOWW9 ¢r.recxwLa^rwrue aA +m17J11 E +J005Y3A9E T+flSSNEET hY°�Y,rw,f.1+1r4 rw �a 81ty71 a xicAA708STSLTPdRLB .�Traole t+.o.s-0x,cn AlU1A.NORlZONTAI.ROLLER WINLTDVYIHJPAC_T izmcwla.v '{r:rrby 8euer ""'•" ,L iv 81J$iE�v,¢. rJi raabs �a• ylyay Owl NTtm NTS f0 +!! 4127-10 F re,aar» , I .. _........_ !. l----•- •1 W4`MEN,EA^TYP, NOTES: I y 2s YAOOD&JCI, 1.FOR CONCRETE APPLICATIONS IN MAVII�UAOE COUNTY,USE ONLY MtA'A'A-OADE COUNTY APPROVED TtA'ELCO 111 1111 CONCRETE ' •= --�1't3.:N.EDGE t NOTES 121.*, TATMANS EMBET]E013f9'MIN;CRTi4'SSAtY2£TSfG£X EIl,NECED'i�!-0'MW-WIIMUIJMTANCSFTtOM I ` MINANCHOR TO CONCREM LOGE LS 1 W. r-LATHEAD ANCKORS MUST BE 912 TRIKMT HEM. �..; . NOTE _..__.._ I Ix WOOD ' '• <. >a 3.FORrMOOAPPLICATiONSiM M44MI.OADE COUNTY.USE 012 SMEL SCRSM ZGS)OR 11A•SS4 CRETE^FR.EK WITH i r. v L w SICK, a W�"'. :- l� " '�� - __ - i 972 7RINt77 HEAD. ; NOT[3 - x $.VV=SUCKS DEPICTED IN THE SECTION ON THIS PAGE AS 1x ARE HUM VN BU )4p9£TOTAL.TtLIGKNESS 15 LESS UJ 114'; THAN 1 W,tx WCCO SUCXS ARS OPTIONAL UNIT CAN BEINSTALLED DIRECTLY TO SCUD CONCRETE OR WX. MAX.. MW.WOODSUCKSDEPnIMAS 2x ARE9172'7HICK OR GREATER,INSTALLATION TOTHB SUBSTRATE OF g i SHIM SHIM YVODOTr'J:.KS TO SE EwGINEE)RSO SY OTHERS OR AS APPROVED DY AUTMOR)TY HAN',NG JURISDICTION. CONCRE7C•.•�_� INOOD i ANCHOR, ANCHOR. A.FOR ATTACHA:ENT TO ALUMNUM:THE MATERIA.SHALL 8FARNNIMIJM STe ZNG7H OF G463-76 AND A MIVIAYM I NOTE DETAIL Nam 2 DETAIL OF7Y6"VW_K HE ALUMINUM STRUCTURAL MEMBER SHALL SE CF ASUE 70 PROVIDE FULL SUPPORTTO THE WINORKYFRAME SIMILAR TOTHATSHOWN IN THESE DETAILS FOR 2x VMDSUCKS.TME ANOHOR WIL SEA TYPICAL FLANGE FRAME HEAD SECTIONS *12 SHEET METAL SCREINVATH FULL£NGAMiENT INTO THE ALUWNUtt 0 THESE CRTC£RIAARE W.-r THE 11 REEPEO7YE DeeS*N PRESSURES AND ANCHORAGE SPACN0 FOR ANCi ORTYPE 2 MAY OF USED. 1 A" S.MATERIALS,INCLUDING BUT NOT LIMITED TO ST=LSCRSWS,THAT COME INTO CONrACT WITH OTY,ER VAX SWla 1:4`ALAJ 5S9M 1 114'MIN. DISSIMILAR MATERIALS SHALL tASET THE REOViREMENTS OFF FLORIDAWILDINGCODE. .„.L7 TARN. �I^�1- OR i 111111+ I ` • I i1.6C1dU) -+-- L-P.-Ire WN,EtF.BEOM.ENf I PER NOTE 1 +I I 13.4 RSL CONCRETE) WOOD j}� CONCRETE >r...� 'Z.,r ,`7' _ !i ANCHOR, L: i f ANCNUR, I ! � .v�br:.�-,[' NOTE a I HO7E, tj .1 SNA• EXT£RI.OR OTTERIOR �i •MIN,EDCE I: '.•Mv E.D I1�s SILL DETAILS A,S,C.D.13&H) i S�NAILING IaxYJOOD 9UCK,NOTE 3-� ix WOOD BS.:CR,NOTE 3 -..-._. i f DETAIL E DETAIL F INTERIOR j - td EaGE i 1 3 -.. -.............._.... I>AMB DETAILS E.F&)) ` ��—•. TYPICAL FLANGE FRAME JAM$SECTIONS j I A srMIN. CONCRETE WOOD V : ANCHOR. gg DETAIL H (HEAD) ANCHOR, — - NOTE 1 NOTE 2 & i NA•,3Iy.,0M 6 T OAA.MAN.a 21R' .C, AT CORNERS AND 6,H9 �. �{` rgrp7q,7c-r w;vlsTD TYPICAL.DETAILS O,HSL t. �+I jj{ L` ;savrEndsual.wuQnT2xNa i M1N• v4* MAX, a SKIA3 i�1 P oI —+- ! N!DLFTAILr3 AKN.EOGE :`.��Il i( SEE __tt:. It I/ rn'NO E 1 NAILING -._._...,.. I3tA(N. 2•WW-N. SEE NAILINGWN..A K6 £D.TVP. :.TE 2i WOODDETAILC SUCK, DETAILDSENOTE a ( ILL) DE7Jdil I(JAA1,B) r. N. � TYPICAL FLANGE FRAME SiLL SECTIONSTYPICAL INTEGRAL FIN FRMA SECTIONS "s.•r.C/ _ �.2 LS�Nils j cax 411X9 F "cvRn�arovr�ruRxrcarsra9nau>arry I1NCN(3R4L3EDETfiIL5 t'AC[ErX`*2L1)OYZ>Yi^iE .t�, it>Rtnt:.:`��• i 7d tAXlJit E NDGM+TAOETK158Nf4T j fYVWL:S:a5c1f4 'a �pp�,�tr�"'•'4'��``: aa' rttalr n w owli3EnftSS>m r.a.eDx ran ALUM.HORIZONTAL ROUER WfT1DflYY lt,?PACT xwwxa.,xxr um56Nesk AcmNaiaAae }TSIf 7T ✓Y7 -0TZ7}D �F' P.E.a Atfid