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HomeMy WebLinkAboutProduct Approval 4 Property Card Pagel of 3 Site Address:13454 HARBOUR RIDGE BLVD 3A Parcel ID:4436-605-0027-000-3 Sec/Town/Range:36/37S/40E Account#:119570 Map ID:44/36N Use Type:0400 Zoning: Jurisdiction:Saint Lucie County Ownership Harbour Ridge Property Owners Assoc Inc j 12600 Harbour Ridge BLVD Palm City,FL 34990 Legal Description PALMETTO VILLAGE BUILDING 4 UNIT 3A(OR 3763-2919) r Current Values Just/Market Value: $30,200 Assessed Value: $30,200 — a Exemptions: $o Taxable Value: $30,200 Taxes for this parcel:SLC Tax Collector's Office 12 Total Areas Finished/Under Air(SF): 1,498 Gross Area(SF): 1,618 Land Size(acres): Land Size(SF): Building Information(1 of 1) Finished Area:1,498 SF Gross Total Area:1,618 SF Exterior Data View: Roof Cover: Roof Structure: Building Type:X113 Year Built-1900 Frame: Grade:X13B Effective Year:1900 Primary Wall:CB Stucco Story Height:l Story No.Units:1 Secondary Wall: Interior Data Bedrooms:0 Electric: Primary Int Wall: Full Baths:0 Heat Type: Avg Hgt/Floor:0 Half Baths:0 Heat Fuel: Primary Floors: A/C%:o% Heated%:o% Sprinkled%:0% S, r � DIN Smpn Pe laEM_ /1 ID51•tm bp UU ,,A 64/1 u (!t 7 V \ .• J Sketch Area Legend http://www.paslc.org/RECard/ 7/30/2015 Property Card Page 2 of 3 Sub vescnptton Area Yin. Perimeter Area Area X13S 1 Condo Base Floor Living Area(Value 1498 1498 200 Calculated) XSPN Condo Screen Porch No Value 120 0 46 Land Information Total Area.SF/acres Sequence Number Number/Type Depth for Front Feet of Units Special Features and Yard Items Type Qty Units Year Blt Permits Number Date Description Amount Fee Notice:This does not necessarily represent all the permits for this property. Click the following link to check for additional permit data in Saint Lucie County Sale History Date Book/Page Sale Deed Grantor Price Code Jun 23,2015 3763/2919 0111 WD Kissel(TR)Donna $100 Apr 29,2014 3632/0028 0130 WD Kissel,Donna $100 Jan 16,2002 1482/1458 00 WD Bermas,Irene M $85,000 Mar 1,1988 0581/0195 00 CV $157,500 Current Year Values Current Values Breakdown Current Year Exemption Value Breakdown Building: $30,200 Year Tax Grant �t Code Description Amount Land: $0 Just/Market: $30,200 Ag Credit: $0 Mkt/Asmnt $0 Differential: Assessed: $30,200 Exemption(s): $0 Taxable: $30,200 Current Year Special Assessment Breakdown Start Year AssessCode Units Description Amount This does not necessarily represent the total Special Assessements that could be charged against this property.The total amount charged for special assessments is reflected on the most current tax statement and information is available with the SLC Tax Collector's Office©. Historical Values http://www.paslc.org/RECard/ 7/30/2015 1 Property Card Page 3 of 3 2013 $30,200 $30,200 $0 $30,200 2012 $30,200 $30,200 $0 $30,200 This information is believed to be correct at this time but it is subject to change and is not warranted. 0 Copyright 2015 Saint Lucie County Property Appraiser.All rights reserved. hq://www.pasle.org/RECard/ 7/30/2015 Last Modified Date:7/13/2015 8:37:51 AM Sales Order Acknowledgement POMKISSEL Florida Customer Contact: Job Name: sa,^xe:eiw"strerus�i- 877-342-1183 Fax 800-477-3655 Job Address: Outside of Florida Customer Contact: 866-748-6444 Fax 866-748-6411 SO#:945983 International Customer Contact: 866-748-6444 Ship Date:08/03/2015 www.pgtindustries.com Fax 941480-2754 Tape#:GB Ordered By:SHAWN Bill To Ship To 011140 011140-3 MARATHON CONSTRUCTION MARATHON CONSTRUCTION 4253 SW HIGH MEADOWS AVENUE 11379 NW 11TH COURT PALM CITY,FL 34990 3726 CORAL SPRINGS,FL 33071 6313 Ship Via:12 MON WED TRUCK Phone#(954)295-0520 Fax# Phone# Fax# Line#:Item Description Quantity Line Ship Via Line Pricing 1.1 SGD770 SGD SERIES 770 Ordered:1;Ship Via:12 MON �*0^— (001) ;173x107 7B/L7 THLIGG 4/2 BY SN T 2B1C WED TRUCK {Door Configuration:By-Pass Door Configuration:Bypass Pocket Configuration:BP Panels&Tracks:4 Panel/2 Track Panel Configuration:OXXO t Stacking:Standard Stack Unit Width::173.000 Unit Height::107.500 Send Door:Complete ''Frame Color:Bronze Glass Type:Laminated Insulating Glass Make-Up:3/16"Tmp-7116"HS/HS GlazingDescription:"ll""LIG(3116 Tmp-3/8 air-7116 HS/HS Interlayer Type:SGP.090 SGP Lami)" F Glass Color:Clear Glass Upgrade:None ;Argon Gas:Yes Low-E:PPG Solarban 70XL Sill Riser Type:Narrow Sill Riser Height:3 1/4" I Screen Rail Qty:1 Muntin type:No Grid Screen Panels:Box Screen i Screen Rail Quantity&Type:1 Box Screen Rail Screen Quantity:2 Screen Type:1816 Charcoal Panel 2(OSLI):Raised Interior&Exterior Handle Type:Raised Interior&Exterior Handle Color.Black Panel 3(OSLI):Raised Interior&Exterior ;Secondary t gck TypeNone 'Primary Lock Location:39 Galculated OR+ 60.00QQ -Pane Rolle feel a em(Standard) ater 9 0000 Calculated DP- 60 OOUOj� NFRC Label.VT 04400 NFRC Labet SHGC.0:22 NERC LabelUF 6.e4 5900 FRC COGV P(Use forTurtie Code)::0.6100 NFRGCandResrsfance 18.0000 NFRC Energy Star Zone:Does Not Quality Which NOA:14-0128.11(exp 2/17/2020) FPANumber:FL251 AnchorType:1/4"Elco Ultracon 'Certification:Miami-Dade NOA(in HVHZ) Panel Reinforcement:None Substrate:Concrete O-Panel Rollers:Steel Tandem(Standard) Heavy-Duty Stiles:Yes Total Products Ordered ALL DELIVERY DATES ARE SUBJECT TO CREDIT TOTAL AMT- SGD770:1 APPROVAL TOTAL TAX: NET AMOUNT: Sales Order# 945983 Print Date 7/13/2015 Page 1 of 2 y1tA1Y-DADE COUNTY,FLOFi117A PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORYAND ECONOMIC RESOURCES(RER) 11805 SN-26 Street,Room 208 BOARD AND CODF ADAWGSTRATION Dr MrON T(786)315-2590 F{786).315-2599 !NOTICE OF ACCEPTANCE (NOA) iv�.mtnmi aaegovlecanomy PGT Industties,1ne. 1070 Technology Drive, Nokomis,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 Contra[Section to be used in Miami-Dade County and other areas-where allowed by the Authority Having Jurisdiction{*HJ). This NOA shall-not be valid after the expiration date stated below. The Warns-Dade County Product Control Section'(In Miami-Dade County)and[or.the AHJ.(in areas other than IMiiami 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 AM may immediately revoke, modify, or suspend the use.of such product or material wiihin thea jurisdiction. RER reserves,the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Sectiort that t.his.product or material fails to meet the requirements bf'the applicable building code.- TMis product is approved-as described herein,.and has been designed to comply with the-Florida Building Code,.including the High-Velocity Hurricane Zone. IIIILS. !fDN;.S+erles"SGD-7.70"_A1u_t4u uM Slldiug-_Q_ ss,Doors W t 900�Rc 135°corners-_L.M_.7 APPROVAL DOCUMENT:-Drawing No.PGTO130 (former PGT0002 Rev C),titled "Series 770 AlutiL SGD-LM.Impact", sheets-01 through 22 of 22,prepared--by-manufacturer, dated 08/05/07 with the latest revised:ort 01/10/15, signed and sealed lfy Lytul.Miller, R 1;., bearing the Mtttf--!Jade County Prodlrct Control Section Renewal 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 Ynrpact Resistant )LABELING: Each•unit shall bear a pennattent label with-the-manufacturer`s name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RJuV>[S ON of this NOA shall be-considered after a.renewal application has been filed and there has been na change its the applicable building code negatively affecting the performance of-this-product. TRRTrIINATION of this NOA ivi11 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 a;t endorsement of any-product,for sales,advertising or-any-other purposes shall automatically terminate this NOA. Failure to comply with arry.section of this NOA shsll'be cause for taininittion and*rcnioval of.NOA. ADVERTISEMENT: The NOA number preceded by-the words Miami-Dade County, Florida, -and followed by-the expirration.clate•may-be-displayed in advertising literature-If any portion of the?TOA is displayed,then it shat(he-done in-its entirety. INSPECTION: A copy of this entire NOA shalt be provided to the user by-the manufacturer or its distributors and.shall be available for inspection at the job site at the request ofthe Building Official. This NOA revises and reneivs NOA No. 14-0123.10 and consists-of ihese pages 1 and 2, and evidence pages F I,E-.2 and.",as well as approval document tuentioned above, The submitted documentation ivas reviewed by Jaime D.Gitscon,F,E. MIA It7ADECAtJt1iY NOA-No.. "128.11 Expiration Pate: February 17,li120 Approval slate: February 12,.2015 `� $` Page 1 a PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTI`TED A. DRAWINGS I. Manufacturer's die drawings and'-sections. (Subinitted un(1erpreY1vns.1VOA No.34-0123.10) 2. Drawing No. PGT4130, titled "Series 770 Alum. SOD -- LM Impact" sheets 01 through 22-of 22,prepared-by manufacturer,dated 08105/07 with the-latest revised on 01130115,signed and sealed by Lynn.Miller,P.E. B. TESTS 1.. Test reports on: 1)Air Infiltration Test,per FBG,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 FSC,TAS 20.1-94 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 masked-up drawings and installation diagram of aluminum Sliding Glass Doors,.prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL--7554, dated 11101113,signed and seated by Marlin D;Brinson,P.E. (Submitted anderprevious NOA No. 14-0123.10) 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 Testper FBC,TATS 201-94 5).Cyclic.Wind Pressure Loading per FBC,TAS 201-94 6)Forced Entry Test,per FBC 2411,3;2.1,and TAS 202-94 aping with marked--up drawings and installation diagram of aluminum Sliding Glass Doors,-prepared by-Fenestration Testing Laboratory,Inc„Test Reports No.'s F.T"98{ F,.FTt.r--Li001-R-and YrL-60 5-�R have been revised and reissued on 12!.29109,all signed and sear by Julio Gonzales,P.& (Submitted antler previutrs NOA No. 09482&10) Jaime D.Gascon,P.E. Produet Control Section Supervisor KOA,No.14-4128.11 Expiration Date; February i7,2020 Approval Date; February 12,2015 E=1 PCT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMiTTm B. TESTS(CONTINUED) 3. Test repotts on: 1) Air Infiltration Test,.per FBC,TAS 201-94 2)Uniform.Static Air Pressure"fest,Loading per FBC,TAS 202--94 3)Water Resistance Test,per.FBC,TAS 202-94 4).Large Missile fwpact 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 alwminum Sliding Glass Doors, prepared.by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5980,FTL-5993,lq"036, FTL-6001,PTL-601.4, FTL-6015,FT"017, FT"023, FT"024, FTL-6025, F'r"028, FTL-6031, Y17,6033 and FTLr-6036,all dated 0$/10/09,signed and sealed by Julio Gonzales,P.E. ( NOA No. 09--0826.10) C. CALCULATIONS 1. Anchor verification calculation And structural analysis, conformance to and complying with FBC 2010 and with F13C. P Edition. (2014), prepared by- manufacturer, ymanufacturer,dated 01/30/15,signed and sealed by Lynn Miller,R E. 2. Glazing complies with ASTM E1300-09 D. QTJAIJTY ASSURANCE 1. Miami-Dade Depaifinent of Regulatory and Economic Resources(REE). - E. MATERIAL CERTMCATIONS 1. Notice of Acceptance No.13-0129.2.7,issned to E.1.DuPont.DeNemours&CQ.,Inc. for their"DuPont Butacite®PV13 Interlayer"dated 04/11/13,expiring on 12/11116. 2. Notice of Acceptance No.114624.01 issued to E.I.DuPont DeNentouta&Co.,1ne. for their"'DuPont SentryGlas®Interlayer"dated 08/25111, expiring on 01/14117. F. STATEMENTS I. Statement letter of conformance to and complying with FBC 51h Editiou(201.4),issged by inanufacture,dated 12/17114,signed and sealed by-Lynn.Miller,P.E. 2. Statement letter of cohfomzance and complying with FBC 2010, issued by manufacture,.dated 01124/14,signed and sealed by Lynn Miller,P.E. (Subjnitted.underpret4ous NOS!No.14-0123.10) 3. Statement letter of no financial inteaest,issued by manufacture,dated 01/24/14, signed and sealed by Lynn.Miller,P.E. (Submitted under previorg NOA No. 14-0123.10) Jamie A Gascon,L.R. Product Control.Section S:aprryisor NOA No.14-0128.11 Expiration Date: February 1y,2020 Approval Date. February 12,2015 E-2 PGT Industries,hie, NOTICE OF ACCEPTANCE., EVIDE(NCE SUBMITTED F. STA'T'EMENTS'(CONTINUED) 4. Laboratory compliance letter for Test Report No.FrL-755..54,-issued.by Fenestration Testing Laboratory,Inc.,dated.11101/13,signed and sealed.by Marlin D.Brinson,P.E, (Submitted imder previous NOA No.14-0123.10) 5, Proposal issued by Product Control,dated.08/12/13,signed by Jaime D7.Gascon,P.E. (Subrnifted underprevious NOAWo.14-0123.10).. 6. . Laboratory compliance letter for Test Reports No.'s FTL-5980-X I�"I'L-6001-R and 111x1,6015-R,-reissued by Fenestration Testing Laboratory, Inc., all dated 12/29/09, signed and sealed by Julio Gonzales,.P,E. (Submilled anderprevious NOA No. 09-0826.10). 7. Laboratory compliance letter for Test Reports No.'s 1T-L--5980, FT"993, FTL-6036. FTL•-6001,FTL-6014, FTL--Ei0151 Y1T,4017,.1VTL--6023, TT"024, Ti`"025, M,6028, FT'"031, FTT-,-6033 and FTL-6036, issued by Fenestration Testing Laboratory, Inc., all dated 08110/09, signed and sealed by Julio Gonzales,P,.E. (Subadded.wider previous NOA No. 04-0826.111) . 8. Proposals No.'s 09=01.7796 dated 03/1.7 & 31109, 919-0177A, dated 05/07/09, 09-017713, dated 06/09/09 and 09-4177C, dated 11/18/09, all issued by Product Control,signed by Ishan Cbanda,P.E. (Submitted under previous NOA No. 09-0826.10) G. OTHERS 1. Notice of Acceptance No. 14-0123.10, issue4 to PGT'Industries, Inc, for their Series "86D-470 Aluminum Sliding Glass Doors wl wo Reinforcements", approved on 02106/14 and exphing-on 02/17/15. Johne D.Gascon,P.E. Product Control Section Supervisor NOA No.•11--0128.11 Expiration bate: February 17,2020 Approval Date: February 12,2015 E--3 SERIES 770 TABLE A:IMPACT RESISTANT SLIDING GLASS DOOR TABLE sutskate Framn, Group e . Wri,Edge Mt Member Distance Embedmeot INCLUDING POCKETS & 900!1350 CORNERS M a (rola 2 kk31) GENERAL NOTES 1 '114Elca U ltraoon U rputed CMU.(ASTM 09D) NM—oaly 2-U2' 7114' 1)GLAZING TYPE OPTIONS:SEE TABLE B.THIS SHEET&GLAZING DETAILS ON SHEETS 4&6. Gmuted cMti STM 690 mIM 2 kat out Jamb o 2-112• 1314' 2)DESIGN PRESSURES: 114'Elco 410 S.S. Conerete("�" 3.a5 keq tie s itwamb i• 1x14• A.NEGATIVE DESIGN LOAD$13ASED ON TESTED PRESSURE AND-GLASS TABLES ASTM El 300, 2 CreteRoX ungroutei-114• d CMU.(ASTM 690) Jamb only 2.112• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300, - P.T.soaittem Pfne GQ0.55 Hsad,SWJaorb 1' 3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 14*Von;Uftreoon L""` ' O l°�( 28s U t' tom' t PRODUCT, MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME IWO CONTA T # -�A r• ,14fw F P.T.Southam Pine(SG�O,55) tirraNS11lJamb 8118- —1318` WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA. #12,$.18.8 or SMS, Alumfmrm,W63-W Head"Jamb 318• 0.083• BUILDING CODE.FOR ANCHORAGE,DETAiLS.SEE SHEETS 6-14, s,g.SMS, Steel,A38• Headf8 Jamb 318• 0.050 4)SHUTTERS ARE NOT REQUIRED PER.FBC REQUIREMENTS,AS APPLICABLE, 3 (MkL 11 thmadsfla) Steel Stud, Gc 331 Hea Jamb 316' 0.0451' 5)INSTALLATION SCREWS.FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Colwrete min 3275ka1) Haadrsf0lJamb 141 1318• NARROW JOINT SEALANT. 114'Elco 183 S.S. Ungrouted CMU.(ASTM 690) Jamb only 2' 1.114' 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NONS,ANSUAF&PA NDS FOR Aggre-GMor Grouted CMU(ASTM 690,min.21rai gom .181111)only 2' 2• WOOD CONSTRUCTION AND ADM,ALUMINUM'DESIGN MANUAL. P.T.Southam Pbte SG=0.88 NeadfS9UJamb V 1-318° 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Soulliam Pine(SG=05S) tieedfstW lamb 0110 1.318` CURRENT FLORIDA BUILDING'CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE'(HVHZ). 4 #t•2 Steoi SMS G5, Aium,num,8G03-w Head/SIiVJemb 318' 0.083' 8)DOOR SiZES MUST SE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min,11 duesdalin} Steel,A38• HeadrSBvjsmb 318" 0.050' FLORIDA BUILDING.CODE,A5 APPLICABLE, Steel Stud.A653 Or.331 Head/31.Jamb 318' 0.0451• TEST REPORTS:Fri-6980,FTL-5993,FTL-6001.FTL-8014,FTL-6015,FTL-8017,FTL-6022,FTL-6023, IN.QF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.. FTL-8024,FTL-8026,FTL-6028,FTL-6031,FTL-e033,FTL-8036 AND FTL 7554 STRENiGTHAND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED 13Y 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-DADI COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE RE01 aREMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THiS SHEET, 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK PROPERLY SECURED,1X WOOD BU KS ARE OPTIONAL IF-UNIT IS NOA DRAWING MAP" INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GfJEATER.1X AND 2X BUCKS SHEET (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK D SIGN AND INSTALLATION IS THE GENERAL.NOTES.............:1 RESPONSIBILITY OF THE ENGINEER bR•ARCHITECT OF RECORD&TO BE AREVIEWED BY THE BUILDING OFFICIAL. EXAMPLE CONFIGS..........2-3 4)METAL SUBSTRATE TO MEET.MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FI:ORIDA BUILDING CODE AND TO GLAZING DETAILS...,........4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. IANCHORAGE.....................6-14 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL-IS,NOT REQUIRED.1F•USED,NON�HRINK,NONMETALLIC GROUT, DESIGN PRESSURES 6-8 MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,3011 FkT PAPER.OR MASTIC IS ELEVATIONS.....................15,16 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYpES.........17 TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............18,19 PARTS LIST.......................20 Glass Daoerlpeen(Llalet!from FxteNorta InferlolJ EXTRUSIONS........... .......21,22 G3 7118•Leminated: Lftes of 011G H9 Glass with.090"PV8 NOWos fRODUCTRBNL1ooasplylog'wtua'bo m uw Florida GOA 9fl6-Lamirmted:M Utes of t14•H8 Gass with.090•PV8 imerfa er BmTding Code �r /1�f G4 Will'Lsminsted Utes of 3,18 tis Glass with.090'SG Inteda er DESIGN PRESSURE RATING IMPACT RATING A yrweoo Ns'.-L :C1 04A 9118'Laminated Utes of 714"FLS Glass with,000'SG t,ded er SEE TABLES 1,2 8 3 ON RATED FOR LARGES SMALL O + ' + " s t' Glass vd .090' B Into r SHEETS 8,7 8 B MISSILE IMPACT RESISTANCE GS 1'LaminatedI.G.:3fi8-TEmelorCap 316•Alr8pa00 7116 LaWnaled:(2 Uto of3f 8 f!3 th PV S GSA 1"Laminated i.e.:114'T Exterior cap+5118'Air Space+7116'Laminated;(2)Lees of 311@'HS Gtass vdth.090 PV Intede r it6ie• i t?r r. (pid•t!I1.f t 1 `'� G8 1"LamfoatedLG.:3116'TExtedorCa +318'AIr3 +71164 Lembuded;(2)Lileaof3116•HSGlass vhth.090•SGlnteriaye 'GLAZING.NOTES: x1pC� ,,,,,,, GOA 1•Laminated LG.:110 T Exterlor Ca +8d181 Atr 3 oe+7/16"Laminated; 2 tiles 0133V HS Glass vhtb.GBD SG In e) "ANN"=ANNEALED ��•, ti}GENS�c'•.F.Q �i� 437 7118•Lamfnated: Utes of 3MV ANN Glass wOh.090•SG tnte er "H$"=HEAT STRENGTHENED GIA 9118'Laminated:(2)Utes of 114'AANGfass w9h.Oe0 SG Wel ar "T"=TEMPERED No.58705 * =_ G8 t'Laminated LG.:3118 TExted"Cap+318 Air Space+7116"Lemirlated;' Utes of3116'ANN Glass with.080`SG Imeda r "PV8"=DUPONT.090"BUTACITE PVB _ aR 1'Leminsted LQ:114•TExledorM +5118 Air Space 4-7/18'Laminated;(2)Elks of 3H6"ANN Glass with.09p'SG lnlela er "SG"=DUPONT.090"SENTRYGLAS =,U ✓ /- "S^� ; :a++•v� ;,gyp SSTTA�'T""''E fo7p7ScxNOLoortu,va GENERAL NOTES AND MAP �,'�''•�LOR+DP.•' ��_` N YAHCE FL812>6 ,S�QNA1 SERIES 770 ALUM.SGO-LM IMPACT 11►,1 t r,t+� awesome sant — vmft R.w A.LYNN MILLER P.E. JR'. 1010%!4 a� CERr.OFAtlfFLN2dRB8 609-770 NTS 1 a 22 PGT01S0. PEN$8705 NOTES- GURATIONS EXAMPLE CONFIGURATIONS 1`ALLICONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT NOM.PANEL WIDTH NOM.PANEL WIDTH WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"JW."Je,"Kve OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 9 PER TABLES 1-3 CAN BE OXXXp. d 1 2)90°8135°CORNER CONFIGURATIONS CAN BE A COMBINATION g J i D OF ANY 2 STRAIGHT CONFIGURATIONS. MAX,UNIT MAX,UNIT / / I�a�g 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT �,a HEIGHT / / f f 1 ")0=OPERABLE PANEL, PER TABLES 1-3 / PER TABLES 13 / / "O"=INOPERABLE PANEL, POCKET l POCKET i �I` p -POCKET DETAIL LETTER =WOOD OR METAL.INSTALLATION 1-PANEL 2-PANE ® "c"=CONCRETE INSTALLATION CONFIGURATIONS CONFIGURA (ONS SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-T` DLO HEIGHT=DOOR UNIT HEIGHT-10.125" NOM.PANEL WIDTH NOM.PANEL WIDTH PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" PER TABLES 1-3 PER TABLES 1-3 s i c I > > , y c jg MAX.UNIT is MAXUNITad A HEIGHTPER o PER TABLES 1-3 i S TABLES I-3 / POCKET t 33� l / / PocKar = y 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1-S PER TABLES 1,3 Jc 1mrpptyLrtgxlLhMehtoride sulair�c i o MAX.UNIT +� SEE peoeplenq � , qpqpMAX UNIT / t HEIGHT No7E ' / L F PER 2,THIS _ PER TAIBLES 1-3 / / / / / k TABLES 1-3 / / SHEET. {nmi Jl Ii POCKET 1 a y EX7ER .```�.a� N .cEiuSEM����P' 5-PANEL CONFIGURATIONS JA CORNER,TYP. ' No.58705 (OUTSIDE CORNER SHOWN, - INSIDE CORNER SIMILAR) Ld oreyaK ;O'• STAT6 �!� fawTEcr+nrolooroatve EXAMPLE CONFIGURATIONS ��' :Ftort�o�.•'Otis',` AL (Nf)4M1daa SERIES 770 ALUM.SOD-LM IMPACT ��N$m,, A.LYNN MILLER.P.E. JR of0/f4 CERKOFARN.M20 Yr. z A awnj�cSGD•770 N7'S 2 .22 "ft PGTaf30 aw REA5e705 EXAMPLE CONFIGURATIONS i CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7116"Q 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-IW nQ 120"HEIGHT ! LOCATIONS USING DETAIL"Jw",'JC","KW"OR°Kc"INSTALLATION. NOM.PANEL WIDTH EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION i CAN BE OXXXp. IQ s 2)90°&135"CORNER CONFIGURATIONS CAN BE A COMBINATION nil, IL2N MAX.UNIT "wr a /j 1 OF ANY 2 STRAIGHT CONFIGURATIONS 98 EOR T, lw! / i 1� 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. I a� "X"=OPERABLE PANEL, POCKET I n "O"=INOPERABLE PANEL, "p"=POCKET 6-PANEL CONFEGURATIONS DETAIL LETTER MAX.UNIT WIDTH "W'=WOOD OR METAL INSTALLATION CEJ "c"=CONCRETE INSTALLATION NOM.PANEL WIDTH SHEET NUMBER PER TABLES 1.3 ®�1 c I DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" 9 I 10 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" Qv— \JVMIT HEIGHT �e / j O i PER TABLES 1-3 I Pow ; 7-PANEL CONFIGURATIONS ®� MAX.UNIT WIDTH NOM.PANEL WIDTH PER TABLES 1-3 FRODuerp" ound(8y� tha�mkta. e t�.. a Aecepumce rSo MAX.UNIT i, tattonpaea f�� 9 HEIGHT € � • PER TABLES 1-3 By. a,,,,~ bdtlQtp�e�r1 PACKET i to `���C�.•��ENSfi �-p �� 8-PANEL CONFIGURATIONS p No,58705 %�'. taTt Eta 15 'kr: rom rr cr�voLoovonrvr EXAMPLE CONFIGURCTIONS Q'�` �xoRtiaP.'`CC`S, N VENICE FL 31275 SEINES 770 ALUM. SGD-LM IMPACT arson,t ar. an.+e n..roru ro,y A.LYNN MILLER,P.E. JR 10110114 �� CERKOFAtrnLe�l M ® 60470 rV7S S d Z2 pDi-0130 P:.6kseio6 GLAZING DETAILS (G3, G3A, G4, G4A, G5& G5A -7/16"NOM. 7/16"NOM. 1"NOM. 3116"HS GLASS 3/76"HS GLASS 3116"HS GLASS .090"PVB .090"PVB .090"SG 3116"HS GLASS 3116'HS GLASS 74 3/16"HS GLASS 74 3/$"A1R SPACE V314PNOM. r. 3/16"7 GLASS e2 e2 83 i EXTERIOR 314"NOM. EXTERIOR 344"NOM.GLASS a !�ES 5G BITE EXTERIOR 8 80 Cl 79 . 54 b4 55 7/1.6"LAMINATED GLASS,TYPE G3 7116"LAMINATED GLASS,TYPE G4 r�L� A[i lffATEIF (.G7GL'ASS T PE G5 i I 9/16"NOM. 9/16"NOM. 1"NOM. 1/4"HS GLASS 1/4"HS GLASS 3116"HS GLASS .Q9Q"P1/!3 .090"PVB .090"SG 3/16"HS GLAS 4" 11HS GLASS 74 114"HS GLASS 74 5H6"AIR SPACE 74 1/4"T GLASS 82 82 83 314"NOM. 3 4"NOM. 314"NOM. EXTERIOR GLASS EXTERIOR GLASS 5b a BITE a BITE GLASS BITE E T�f ERIOR e1 91 7s 6465 54 o HttbePlotida o --0 8. 11 Iz 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A r MWW Dade Pkoduct Conu"! GLAZING NOTES: N.kNY IYNtJ 4,Y� "ANN"=ANNEALED �` ''Vtc6N8ir'•lFp "HS"=HEAT STRENGTHENED 1 "T'=TEMPERED ` ' No.58705 )k "PVB"=DUPONT.090"BUTACITE PVB A "SG"=DUPONT.090"SENTRYGLAS b ; o IS j RftWW afx ,tom 4070TFc►rxoaaoro GLAZING DETAILS O`•, s'nre N.VENICE(134178 tatx %'�`�S F��R404• ��� ax SERIES:770 ALUM.SGD—LM IMPACT (84f}I80.41i00 JR t Q"Wa 770 P� 1004 COM.ol ks " C1� ��/4YM41AIII.t `P.E. p.E.U6B7Q6 GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A V NOM, 7116"NOM. 1"NOM. 3fl6"HSGLASS- 3116"ANN GLASS--\ 3116"ANN GLASS .090"SG - — .01V SG 3116"HS GLASS- 14 311W A .090,SG—� 3116"ANN GLAS' 3/8"AIR SPACE N ANN GLASS 74 SPACE 3116!'TGLASS 318"AIR 61 74 82 3/16"T GLASS 83 314*NOM. EXTERIOR 314"Nom. 314"NOM. kjGLASS <3 "a ISO GLASS FXTEfdOR:j BITE .'BYTE EXTERIOR BITE 80 79 70' 65 64 - -755 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 V LAMINATED I.G.GLASS,TYPE G.88 3116"HS GLASS- 11NOK 10 Nam. 3118r ANN GLASS- .090,SG— 114"ANN GLASS— .090"80- 3/16"HS GLASSow§G---� .74 3/16"ANNOLASS- 5116"AIR SPACE 74 W ANN GLASS 6116"AIR SPACE— 74 1/4"TGLASS 11W T GLASS— 63 10'16 82 . a 314"NOM, C-XTERIOR 3k3"NOM. 56 4LASS 5 r314"�NOM- x GLASS <3 ze I . N GLASS EXTERIOR BITE x SITE ED 70 ig 54 PRODUCtMRE" VID 65 03 moftwiththe rida 55 Raftv Q& W, pml ? e%. v I"LAMINATED I.G.GLASS,TYPE GGA I . T 7 9116"LAMINATED GLASS,TYEE G7A I"LAMINATED I.G.GLASS,TYPE G8A Miami do p y GLAZING NOTES: LYNN "ANN"=ANNEALED "W=HEAT STRENGTHENED "T"m TEMPERED %* "PVU'=DUPONT.090"BUTACITE PV8 NO.$0706 "SG"=DUPONT.090"SENTRYOLAS f070 7FChWMOGV GLAZING TAILS 8 Me, IV A MRA,FL 842ro ........ LM VMS "/;�9 S.�lo, SERIES 770 ALUM.SGO-LM IMPACT \1 AV.C PeAvubt O.Aftift- A. li NIS 6 POTO130 A olutp,P.E. a 10110114 CERT.OFAUYX NOM SOD-770 22 P49 65705 TABLE 1; TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(tor all`approved SIII Height to Max.(+)DP MaliitY[utllDP.flit a{ sl FZBS.!p—I i0 (Waterbriltration Rating) configurations on Sheets 2&3) XT {MaY-f:@"1 of d`tiy-7a!!1A} Sill Riser Height For comer astragal anchorage on 90"or 935 comer units,see sheet 11 � � °� (+)Design Door Unit Height (Fiat or Box,see Pressure,Pet Table applies to Glass g5 Sheet 17) Types 3,3A.6,6A,7,7A,8 68-/ir 7 8 8 Flush-1-112" seta note 3 &8A and the Stile/Astragal Anchor roup Anchor Group Ana roup Ano of Group Low-2.112" +48.67 types shit below' 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Medium-&114'• +60.0 17 HeadfSi C4+ 04+1 + + + + + 1 9 t1 + t + + Hi -N. +600 24" 01-0 Jamb 8 8 8 8 8 8, 8 8 8. 8 8 8 8 8 8 SEE NOTES 1.3 P-hook 6+7 8+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 +8 Nead/Sill 04+1 04+1 Q01. C4+1 04+1 C4T1 G{+1 C4*1 04+1 C4+1 C4+1 C4+1 C4+1 ,C4+1 C4+1 C4+1 30" DLO Jamb 8 8 8 B 8 8 6 8 8 8 8 8 B 8 6 8 P-hookKC 6+7 6t7 6+7 7+8 7+8 7+8 7+8 7+8 7+Si 7+8 7+8 7+8 7+8 7+8 7+8 29 Head/8111 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 CA+1 Gt+1 C4+1 a 36" DLO .iamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P hook 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 ON LENGTH �— HeadlSlU C4+1 C4+1 C4+1 +1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Z 4T' DLO Jamb 8 8 B 6 8 8 8 e 8 8 8 8 88 8aP-hook 6+7 6+7 6+7 7+8 7+8 7+8' 7+0. 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 OHRAT10a1 41" HeadfSlU C4+2 C4+2 C4+2 04+2 2 C4+2 C4+2 C4+2 C4+2 +2 C4+2 C4+2 C4+2 04+2 CO2. = a 48" DLO Jamb 8.- 8 8 8 8 8 6 8 8 8 8 8 8 8 8 B O P-hook 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 T+8 7+8. 7+8 7+8 1+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. ON RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-11.4."SILL. 2)WHEN USING THE 2-112"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 PRESSUF ES UNCHANGED).SEE DLO WIDTH= TABLE 1A. I NOM.PANEL WIDTH-7" 3)4-,3,114-AND 2-1/2"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 FLO�IDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.126" ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR.WATER INFILTRATION. i 4)SEE SHEETS 110-114-FOR ANCHORAGE SPACING,EDGE DISTANCE.AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, DOOR UNIT HEIGHT-1.566" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTAL D. Straight Astragal Lockstlle® 9b'Astragal Loc file® 135"Astragal locksNle Interlock P-hook Leckstile @ Jamb 90"Astragal PRaDULTR8N8WBD Assembly 3tralghtAstragal Assembly � Assembly 135`Astragal eatomylyh{gwW►dpFbrfda Standard Stiles Standard Stile Standard Stile Standard Stile StandardSNle Heat-duty Stile Heavy-duty5tIle Heavy-duty5tlle HeavydutyStile oplift code Aeakpttaxe Noid��L b tandard:Astragal OutsideC outside rner Inside Ll S Corner Co d.J� 1►Y— Adfm�si Andt cbh CY+a,}:� insideEly .� � ,CLYENSNS 41;,l ........... FELig deCIrsA . .Q �. Corns[ � •.,� Part 960(Stile) Part961(Stile) Part 9119(out.) Part 962(Stile) +� Ido.58705 _ Part 060(x2) Part 960 Part 460 part 967(Astragal) Part 960 Part U228(Corner Part 9120{In.) Parts 931&932 Part 961 �, Receiver) (Corn.&Fxd Mount) f at Dow RM�W* o TATE r Io7DPANDANCHORAGE 1strJ�so repo 27 SERIES 770 ALUM.SOD-LM IMPACT r {, ai�'boAxt atw: o��Wh R^0 A.'r<LYNN<r. hILkER,P.E. JR !0/!W!4 0.� CERT.OFAUirt X286 SOD-710 NTS' 8 d 22 PGTiD130 P.E.A 58705 TABLE 2; Design Pressure(DP)and Anchor Quantities Required,(for all approved configurtrtions on Sheets 2&3) Maximum OP for all sites:+601-80 For comer asvagai anchorage on 90°or 135'comer units,sea.sheet 11 (May be limited by Table 2A) Table apples to Glass'types Odot Unit hl 4,4A,@,ep,7.7A, 8&BA 102' 108• 11" Al2V97.71' O DLO and Ola shoe 1 below. lypeao r ror roup Anchor Croup roup r rou nchor Group no Group XRWGMPshovm below. 1 2 3 4 f 2 3 4 1 2 a 4 1 2 3 4 1 2 4 1 2 9 4 1 3 43 4 K08=111 G4+I + + + + +1 C4+1 C4+t + + + + + + + ♦ +1 + +1 CA+ + + + + + +24' ,tamp 8 6 8 8 B 8 8 8 6 8 8 8 8 .8 6 8 10 t0 10 10 10 10 10 10 f0 t0 10 1010 toP 8+7 6+T 8+7 6+7 7+8 7+8 1+8 7+8 T+8 7+8 7+8 7+6 7+8 7+8 7+8 ;7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+f0 9+10 9+t09+10 9+10Head/81 C4+1 C4+t CAH C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4a1 04+ C4+1 04+1 C4+1 Chi+1 CA+1 04♦1 04+1 CA+1 CA+1 C4+1 C -j CA+1 04+1 Gi+1 C4+1 kA+1C4+1 CA+1 30' lK Jamb 8 a 8 8 8 8 8 8 8 8 8 8 8 8 . 8 :8. to 10 10 10 to 10 10 t0 10 10 10 10 10 t0 10 to- 6+7 0 P ok 8+7 ti+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 T+B 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+to 9No 9+10 9+10 9+10 g+10 9+f0 9+t0 HeadlSlil C4+1 04+1 04+1 CA+1 C4+1 CA+1 CIA C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 .+.1 04+1 04+1 04+1 CA+1 CS+t C441 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 04+1 NO 36' Jamb 8 B 8 8 8 8 a e 8 8 8 8 8 8 s 8 10 f0 10 10 t0 10 10 10 10 10 0 10 10. 10.. 10 10 g� P•hook 7 6+7 8+7 8+7 7+8 7+6 7+8 7+$ 7+8 7+8 7+8 7+8 7+8 7+8 7+81;7+8 8+9 8+9 8+9 6+9 8+9 8+9 .8+9 8+9 9+10 9+1019+10 9+10 9+10 9+10 9+10 9+10 ffi Head/81n C4+1 C4+1 C4+1 04+1 1 Cr4+1 CA+1 C4+t C4+1 CAH C4+1 C4+1 CA+1 C4+1 C4+1 04+1104+1 04+1 C4+1 G4+J C4+1 04+1 04+1 C4+1 C4+1 04+t C6+1 C5+1 G4+.1 CAt1.CS.+1 CS+t 42' 010 Jamb 8 6 8 8 8 8 6 8 8 8 8 8 8 S 8 8 10 10 10 10 10 10 t0 10 10 10 f0 10 10 10 10 10 P4=k 6+7 6+7 8+ 6+7 7♦8 +8 7+8 7+8 7+8 7+8 7+8 7+0 7+8 7+8 7+8 '7+8 8+9 8+9 8+8 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9H0 9+10 9+10 Head131p 04+2 C4+2 C1+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 002 C4+2 C4+2 CA+2 04+2 C4+2F1014+2104+2 C4+2 C4+2 C4+2 C4+2 04+2 CS+2 C6+2 C4+2 C6+2 2 CS+2 C5+2 C5+2 C5+2 C5+2 41*0 Jamb 8 0 8 8 8 8 8 8 8 8 8 8 8 8 10 f0 10 10 10 10 10 70 10 1010 10 10 10 10P4mk 8+7 6+7 8+7 6+7 7+8 +8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 a+8 8+9 8+9 9 8+9 8+8 8+9 8+9 9+10 9+10 9+10 9+10 8+10 9+10 9+10 9+t0 HeadfBm C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 04+2ALOJamb 0:.. 9. 8 8 8 a 8 8 8 8 8 8P.hook 8+7 8+ 6+7 6+7 7♦8 7+8 7+8 7a6 7+0 7+8 7+87+a 7+6 7+8 Not available in these si7.As HoadrBiil C4+2 C4+2 C4+2 C4+2 G+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 +7Jamb 8 8 8 a 8 8 8 8 8 @ 86 8 8 P•hook 6+7 6+7 0+7 6+7 7+8 7+8 7+8 7+8 Tae 7+8 7+8 7+B 7a8 7+8q+R•,7+8 NOTES: O= EXAMPLE ON SHEET 9 DLO WIDTH= 1)POSITIVE PRESSURES IN TABLE 2-ARE BASED ON THE USE OF THE 3-114°SILL. NOM.PANEL WIDTH-T' 2)WHEN USING THE:2-112."SILL,POSITIVE WATER DP IS 46.87 PSF MAX.WHEN USiNG THE 3-114"SILL, TABLE 2A: POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(+)DP OH LENGTH +— DLO 1HEIGHT= (NEGATIVE PRE$.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) DOOR UNIT HEIGHT-10.126" 3)4",3414°AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112": Sill Riser Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design t3 PANEL HEIGHT= POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY (Flat or Box,sea pressure,psf = CoOH RATIO 2 1 AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DiAGRAM).THIS CONDITIOKIS sheet 17) x o DOOR UNIT HEIGHT-1.866" NOT RATED FORWATER INFILTRATION Ftuah-1.112° see note 3 p 4)SEE SHEETS 10-14 FOR ANCHORAgE SPACING,EDGE DISTANCE.AND EMBEDMENT INFORMATION. Low-2.112" +46. 87 j- 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3114' +6D.0 + 0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE SEE NOTES -3 1OH RATIO=OH LENGTH INSTALLED. OH HEIGHT THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2 SEE SHEETS.21&22 FOR PART DIMENSIONS AND SHE 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockst Ile @ Jamb Straight astragal t.ockstue @ 9 'Astragal Lockstile @ 135'Astragal Lockstlie @ PRODUCTRES MO) Assembly Straight Astragal #ssembly 9D-Astragal, Assembly 135'Astragal usMITI ptyMgwldkenFloridu Heavy-duty Stiles Heavy-duty Stile Heavy-dutyStild.. Heavy-duty.Stile Heavy-duty5tile Hea •duty Stile Heavy-dutyStfte Heavy-duty Stile Heavy-duty Stile Duildhol; ' cry QQ aceeptuue Soo Q Standard Astragal OutsipdeCorner Otitslde Inside tbgt7 (2C '+�--1, Corner .: Corner a� Miumi Dsde N Inside `��`�at1`I LYNN����r/,Po Cor Outside �� ytiGENs Inside Corner Corner ' F '% Part 1161(Stile) Part#61(Stile) part#119(Out.) Part R61(Stile) .' tdo.,6705 Part#61(x2) Part#61 Part#61 part#67{Astragal) Part 061 Part#119(Comer part#120(tn.) Parts#31&#32 Part 061 Receiver) (Corn.&Fxd Mount) nnam„n awrhwa .�Q .�Fg lwar>cxkwomroruvF DPANDANCHORAGE '0 ams SERIES 770 ALUM.SOD-LM IMPACT ��''ss/0NAl-E •`� (s11}Qsatsan t,8►f►sL! ser► a"'►+vN. + A.LYNN MILLA P.E, JR . .1�fa19 a� QERr.OFAM.AtPB19tf $ O."o Nrs, 7 d 22 PGF0130 PAX 687k15 TABLE 3: TABLE 3A: Design Pressure(D P)and Anchor Quantities Required,(for ail approved configurations on Shoots 2&3) Maxlmum.RP shown below Sill Height to Max.(+)DP For coiner astrapi anchorage on so,or 1351 comer unite,sea chant 1 i (May be limited by Table 3A) (Water IrMtratidn Rating) Door unit Height Bill Riser Height (+)Design Table applies to Glass Types 4,4A, a0" 84` 9o" 96` 102" 108" (Flat or Box,sea 6,6A,7,7A, B'&8A and MB S01a 1 69-710,D 8 79.718 D O 8' O O 97-718 Sheet 17) Pressure,paf Astragal types shaven below. A chorGm or Group Anchor Group I Anctioraroup tlC. r Group Anchor 010u 1 2 3 4 1 2 8 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Flush-1-112` sea note 3 Low-24W +40.67 24" 17" MeaNSlli CQ+1 C4+1 C4+1 OM1+1 C4+1 C4+1 C4+1 C4+4 C4+1 C4+1 C4+1 Cd+1 C4+1M74+8 *7+8 "98'+92*58+9 4+1 C4+1 C4+1 C4+1 04+1 04+1 Medium-3-114' +60.0 DLO Jamb 8 @ B 8 8 8 8 8 8 8 @ 8 1810 10 10 10 t4 10 �9h 4" +�.0 P•hook 6+7 8+7 8+7 6+7 7+8 7+a 7+8 7t8 7+8 7+8 7+6 7+8 +8 8+9 8+9 8+8 8+9 8+9 SEE NOTES 1-3 Won Pressure +140.0 PsI 41-815133f +1.760 PSI 23` Head/Sill C4+1 C4+1 C9+1 C4+1 C4+1 C4+1 21 C4+1 C4+1 C4+1 C4+1 C4+1 Q4+1 C4+1 C4+1 C4+1 C4+1 C4+1 24+1 C4+1 C4+1 C4+1 C4+1 04+1 DLO Jamb 8 8 8 8 8 8 8 8 8 8 a 8 .8 8 @ e 10 10 10 10 10 10 10 i0 P•hook 6+7 6+7 6+7 6+7 7+8 7+0 7+8 7+8 748 7+8 7+8 7+8 7+8 7+8 7+.8 7+8 8+9 8+9 8+9. 8+8 8+9 8+9 8+9 8+9 Design Pressure +140.0par .+1.82.6 psf +1-76.0 PSI HeadiSlB C4+1104+1 C4+2 C4+2'CA+1 C4+i C4+2 C4+2'.C4+1 C4+1 06+2 C6t2 C4+1 C4+1 C5+2 C8+2 04+1 C4+1 C5+1 C6+1 C4+1 C4+1 08+1 C6+1 n 36 DLO Jamb 8 6 8 8 8 8 8 8 @ B 0 @ 8 8 10 @ 10 10 10 10 10 10 10 t0 P•hook ti+T 6+7 8+7 1 6+7 1 7+8 1 7+8 7+8 7+8 1 7+8 7+8 7+6 7+8 7+.8 8+9 8+8 8+8 8+9 8+9 8+9 8+9 8+8 8+9 1 8+9. 8t9 Design Pressure +/-90.0 pal +1.82.5 paf +1-76.0 of OH LENGTH — $9" HeadISIH C4+2 C4+2 004+2 04+2 04+2 C4+2 C5+2 C6+2 CS+2 Q5+2 C5+2 C6+26+2 CB+2 C6+2 C5+2 C8+2 C6+2 C5+2 C8+2 C6+2 0,5+2 C6+2 C6+2 42' DLO :Iamb 8 8 8 8 8 8 8 8 e a 10 6 8 6 10 8 10 1 10 I 10 1 10 10 1 to 1 P-hook 6+7 1 7+6 1 7+8 1 7+8 1 7+8.1 7+8 1 7+8 7+8 17+8 8+9 6+9 1 8+9 9 1 8+8 1 8+9 1 8+9 8+9 1 8+9 1 6+9 1 8+9 8+9 8+9 18+9 8+8 ur Design Pressure 090.o psf • Sae Note A below. +1.62.5 par +1-76.0, of 3: OH RATIO z t �" 41" HeadlSlll C4+2 C4+2 C8+2 C5+2 C442 C5+2 C5+2 C5+2 C6+2 CS+2P's, q8+9 C8+2'C8+2 C8+2 06+2 C6+2 C6+2 C6+2 C6+2 08+2 C6+2 C6+2 C8+2 0 DLO Jamb B a 8 8 B 0 10. @ 8 @ .8 8 10 8 10 10 10 10 10 10 10, 10 P-hook 6+7 7+8 7+8 7+8. 7+8 8+9 8+9 8+9 8+9 6+98+8 1941019+1019+10 8+9 9+10 9+10 9+10 8+9 19+1010+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. DLO WIDTH= OH HEIGHT 2)WHEN USING THE 2-112°SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3414"SILL.POSITIVE WATER NOM.PANEL WIDTH-7" DP IS 80.0 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",3-114".AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112'S�L IS NOT.AN.D 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. 6)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING 971LE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS.21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P hook Locksdle @Jamb StraightAstragal Lockstl e @ 90'Astragal Lockstiie @ 135''Astragal Lockstile @ PitOBUCTNENHWB!) Assembly Straight Astragal Assembly 90'Astwgai Assembly 135°Astragal woaoDi9t��dxFtorlde Heavy-duty Stites Heavy duty Stile Heavy-duty Stile Heavy duty5tlle Heavy-duty Stile Heavy duty Stile Heavy duty Stile Heavyduty5tife Heavy-duty5tile Bm'tNnBCo �4411qqljj Heald dutyAstra6al. InsA°ceptr"c°Outsld Corner Outside Corner vo1eComerMao a�,l none Q ln9de4 ,N"ONX LYNN►411! ll Corner outsid Inside anter Carrier Part#61(Stile) Part{I61(Stile) Part (Out.} Part 061(St6e) ��;' No.59705 * r partt(61-(4) Part 061 Part 061 part N68(Astragal) Part 061 Part.(118(Corner part 0120(In.) Parts B31&032 Part 061 { (Zecetver) (Com.&Fxd Mount) Wwiw Do* Re*bW aYwgae O'• ATS rom7FcwrorooroRrve DPANDANCHORAGE ;'°,c.' •FioR►o�.•'G��.: N nkt .�.s SERIES 770 ALUM.SGO-LM IMPACT '�S�oNA',ky-;��`` BMW s awneeia saw &Mftf x Rw A.LYNA Utak P.E. dJt' fOHO/f4 DNei c€Rr or Al1rr��m9e ® soano NTS 8 a 22 POTofso P.E.fl60785 NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, SEE°C5"CLUSTER MAX.UNIT WIDTH SEE"C5"CLUSTER DETAILS, OTAILS,SHEET ASTRAGAL 10 SPLICE REQUIRED (PERPENDICULAR TO GLASS DETAILS,SHEET jo FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK EXTERIOR PLANE SEE TABLE 2,SHEET 7 24°MAX.O.C. NOTE, POCKETS ) INTERLOCK CLUSTER,SEE THIS •• AND ._. 60"NOM. DETAILS,SHEET 11 x SHEET °'ti', SEE POCKET (8)P-HOOK - x r PANEL WIDTH x x x x x � __---- _ 6°MAX.JAMB MOUNTING I x x x x x Y. x z x z x INSTALLATION, ADAPTER 6"M ( x AX x x x H X x f -THIS SHEET ANCHORS MIDWAY 3'MAX ' `�' &SHEfT S4 BETWEEN P HOOK I ' Io) 4 PAIRS OF ' ANCHORS&AT T' i ® ( x ANCHORS 0 FROM TOP& j 1L�' ' I x ANCHORS 96 x (TOTAL 8 BOTTOM 14• I 1 i 1 o UNIT 21°MAX. ANCHORS) z. """iii___ 4.051' - "MAX.TO OPENING i a> MAX O.C.'®' � 14 MAX O.C. ° HEIGHT O.C. PER JAMB i mg ` 0�=P-HOOK x—� (SEE JAMB EDGE OF POCKET SEE S O ANCHORS x 1 INSTALLATION i g� I® II DETAIL DETAILS lie&'Ke, i m k' ` �o; m o=P-HOOK BELOW) END PANEL SHEET 14&PART ®� I I 70 MOUNTING x 24"MAX ANCHORAGE DETAILS'J'&'K', i j j W MAX, ADAPTER - (2 ANCHORS) SHEET 19 FOR j q L—�e) oil +, ANCHORS O.C. P-HOOK L-- 6'MAX. x x x x , °+2" ANCHORS --- x x x x x x x x x x x, ✓ TEND PANEL ANCHORAGE ENDPANEL x' x, x x x x x x x x x ` x 6•MAX. ANCHORAGE(SEE ANCHORAGE `� x' xxx x xi �•+2' ,+2' SKETCH BELOW) (SEE SKETCHBELOW) �•+2. +2• •+2" ANCHORAGE ANCHORAGE CENTERLINE 6_MAX,TYP. ANgHORAGE ANCHORAGE ANCHORAGE 2 b4" OF PANEL 1 24"MAX. IEXAMPLE:5-PANEL 2 TRACK 80°OUTSIDE CORNER- XX/)(Xd-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 6("x 98'NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL I ANCHORS MAY BE ADDED 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE T' 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6.8: EXTERIOR HEAD OR SILL IF A SPLICE 60" CENTERLINEOF HEAD&SILL:8"MAX.FROM FRAME CORNERS.,USE.SPEI IFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK. NOM. •I INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOC .AND STRAIGHT AND CORNER MAX. PANEL - SEE°C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF-A)DITIQNAL INTERMEDIATE O.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24 O.C. AXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY ' ' 5.64" °+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHO} CLUSTER MOVER 24",OTHERWISE ANCHORS ARE NOT CO,,,,xa, 6"MAX. 3.5" REQUIRED AS PER THE FIGURE AT RIGHT: ' uaa"$ 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 FRAMEJAMS P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR m coOmylyng w1 6�FW& REQUIRES "+2"ANCHORAGE SEE"C5"CLUSTERi END PANEL boltdbvcodo CENTERLINE CENTERLINE . "C8"CLUSTER,SEE DETAILS,SHEET 10 ANCHORAGE Aaaprercc Nu OF I AS �' *UT:l!� • l . DETAILS,SHEET 11 FOR ASTRAGAIi (2 ANCHORS) 8" INTERLOCK ' 4.051" 3.5" 1 MAX. Y f•_ �` • • -, , •' , • , •1`%�Vo"V LYNN VGENSk- Ffl EXTERIOR V CENTERLINE "+2 ANCHORAGE (�CENTERWfJE "+y ANCHORAGE CENTERLINE ' No.5e/o5 OF PANEL 3 " 1 OF PANEL 4 CF PANEL 6 _ SEE SHEET 11 FOR OTHER INTERMEDIATE,ANCHORS = ti J S.,'c = ey Daft R.&bw ���'. tSIA4 OF R,mwx 1070 RAW ANCHORAGE SPACING&-EXAMPLE PLANS •..FC ORio{:•N. a� SERIES 710 ALUM.SOD-LM IMPACT {earNeo lsoo G°msftWt s.Yx u"d avMmNa x� �A.L4�IIdILI�,p.E oemr 'C£RLOFAUTH..e07B78i9. soo-n0 IVTJr .A d Z2 PGT0730 P.E#58705 Jn ralcvfa ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR' ASTRAGAL OR 6"DIAG. I (FOR SPLICE INTERLOCK SPLICE LOCATION 2,pq�� INTERLOCK-"�IF NEEDED INTERLOCK--I CONDITION,USE " IF NEEDED 2.04" CENTERLINE I CENTERLINE "CB"CLUSTER DETAIL) CENTERLINE i 1.75" £xiERfeR B"DIAG. 1.75" 7" 7" 3.5" 21" '�✓ W73. MAX. D.C. EXTERIOR 2,04" 2.04" - 4' 21" 5.64" MAX. 35' 4"DIAG. O.C. XE TERIOR 7" EXTERI 7" EXiERtOR2TRACK FRAME HEADISILL 2TRACK FRAME HEADISILL V B"MAX. 2-TRACK FRAME HEADISILL �gq" 0-ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK �-2 TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE'6 CLUSTER FRAME JAMB ANCHORS ARE REQUIRED,'CV) ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR 6'MAX I 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 8"DIAG. FRAME JAMB INTERLOCK IF'NEEDED INTERLOCK CONDITION,USE INTERLOCK' IF NEEDEDEXTERIOR ANCHOR PAIR CENTERLINE CENTERLINE "C6'CLUSTER DETAIL) CENTERLINE 2.04"c ` '-✓- 3.5" 7" ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT,OR INT. 2•D4' _ &D6 M0• TRACK(INT.SHOWN) 4.06" 4.08" O.C. 2.04" &Be NOTES: EXTERIOR " EXTERIOR 4"DIAG. x E14OR 1.ALL.DIMENSIONS SHOWN n 7 7" 1�-ZC7-- 3.5� �I ARE BASED ON MIN. �7 3-TRACK FRAME'HEAD/SILL lu 3 TRACK FRAME HEADISILL �7 3-TRACK FRAME HEADISILL MAX. ALLOWED. Q ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK (M.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 LOCATIONS)ANCHORAGE AT ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C51 I ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED INTERLOCK IF NEEDED INTERLOCK R (FOR SPLICE INTERLOCK CONDITION,DO NOT CONDITIONS ONLY- CONDITION,USE � USE THIS DETAIL) SPLICE LOCATION CENTERLINE I CENTERLINE I "�"CLUSTER DETAIL) ! CENTERLINE IF NEEDED 1.76" l I 3.6" 7" 3.5" 3.5" —�j 3.5' 2,04" 4"DIAG. 2.04" 2.04" m oal0*j g wICA IM FI(tide 4"DIAG. suitdingt?a :: �40' � 2.04" 5,3.7"DIAG. _ 4"DIAG. Eapi Bate �-+— S. 4.00" _ 4"DIA1 _ 1 2.04" -- MicnuDndePt t�5i 1 T"ti �` EXTERIOR EXTERIOR 7" EXTE 0 7" 3,5 3'S" �� `�� 4-TRACK'FRAME-HEAD/51LL IG 4-TRACK FRAME HEADISILL 1 '' a fi 4-TRACK FRAME HEAD/SILL Q ASTRAGAL OR INTERLOCK .ASTRAGAL OR INTERLOCK ®ASTRAGAL OR INTERLOCK No.58705 (USE-WHERE 4 CLUSTER (USE WHERE 6 CLUSTER. (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'CB") ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5•) WITH&WITHOUT SPLICE CONDITION amrs ntaa spy �'p'ul SATE is zRomeo : rmoTFc>uvoLoOv AMCHORAGE EXAMPLE CLUSTERS F' FtoR�o�.•'G��: (041)460.160 SERIES 770 ALUM.SGD•-LM IMPACT ow b sed aRtaaoe 'AF �"'0 �" A.LYNN MILLER P,£. JR 106114 cr Rr.oFnunR+rzame soarro IVTB t0 d 2? PC3T0190 P.E.fi sans 2.04" —•- INTERIOR 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR 7„ 1.ALL DIMENSIONS SHOWN V4'DIAG, 4"DIAG. 6•�" ARE BASED ON MINIMUM 6.12" 3.5" ALLOWED. INTERIOR 6 INTERIOR 90 3• "7n INTERIO 1 °. INTERIOR 1 ° QUANTITY AND SPACING, ILS DEPICT � EXTERIOR AND WOULD BE.IDENTICAL EXTERt[ t I i NZ, x1t R►oR 4'DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. --; 3.5" 4" 3.5' 4" 3.5' ° 4" EXTERIOR--- „+1"ANCHOR 2.04' EXTERIOR 2 04° ER 2.04" EXTERIOR 4" 2.04" 71ExT .90°CORNER 90°CORNER 135°OORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 'J CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE4 CLUSTER (USE WHERE 5 OR 6 CLUSTER ('– OF PANEL ANCHORS ARE REQUIRED,"g4!) ANCHORS ARE REQUIRED,•CB") ANCHORS ARE REQUIRED,"p4D ANCHORS ARE REQUIRED,"CB") 4.08' "{2"ANCHOR INTERIOR EXTERIOR INTERIOR 4.08' "+1"ANCHOR 4" a.a4° INTERIOR 3.5" INTERIOR 7A1" 4"DIAG. 07" 135°. .5• • I _. .CENTERLINE ExTEa1oR I'�OF PANEL .3 I 3 4.08" 4.d8" " "+3"ANCHOR 5.37"0 b. 7 G. 7 CENTERLINE EXTERIORON 3.5" 4' 3.5" OF PANEL 2�" - 4"DIAG. 7n EXTE OR 7" 4" ERtOR 'i2"ANCI{dR ALL 3.5" 7" BO°CORNER 135°CORNER ��••II eXTERIO VIEWS CENTERLINE 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL 1 V (-gr ANCHOR CLUSTER REQUIRED rW ANCHOR CLUSTER REQUIRED , OF PANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12" INTERIOR 2.04" ---if L2.04° 3.5" i 4" EXTERI aCENTERLINE INTERIOR 5.88" j (' OF PANEL INTERIOR 90. 4" 3.5" 135° 04„ 't3•ANCHOR 7" —r PRODUCrrJU IMD av coa,gsytngtyilAtee Fk►ida 6.12" - G. 3.5" ' 4.08" " owl VtuIW `� 8.12" 7" EXTERIOR � � 204„ 3.fi" 4" -. - lag.1 l i 4"DIAG. 3.5" " 3.5" _ nliarni P:'j P 'fIS pica; EXTERIOR EXTERIOR 4 2.04" - ► I C NTERLINE ``���agi 4YN/V 4f/<<F/���i OF PANEL .•' cENs 90°CORNER 135°CORNER 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL ('C8"ANCHOR CLUSTER.REQUIRED ("C8"ANCHOR CLUSTER REQUIRED 4 TRACK FRAME HEADISILL _ No.65705 AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOR LAYOUT ftp (3-TRACK SIMILAR) t/l a,t tbgb,R pwapoac 0' AT f07trTEcxxntc+orr7R ANCHORAGE EXAMPLE CLUSTERS -,,�` '• FGORl9P,' c?��:` SERIES 770 ALUM.SGD-LM IMPACT '"I;SIONAL 1E,"` �• p,•w"� A.I.11AMILLWRP.E. JR 10110/14 w� cERr.oFauTrr 00zsa scfana NTS 11 a 22 PGTOf80 PXA 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 t SEE TABLE A.SHEET 1 SEE TABLE A,SHEET 1 2-1116°' 2-1116" 2-1116"' NOTES: T 114" 1/4" 1!4° 1..ALL DIMENSIONS MAX. MAX, MAX, SHOWN ARE BASED SHIM EXTERIOR r SHIM EXTERIOR SHIM ON.MIN..ALLOWED. EMBEDMENT: 1�:! r f SUBSTRATES MAY BE 2.METAL OR WOOD SEE TABLE A. USED FOR ALL FRAME SHEE71 TYPES PER TABLE A, 2X WOOD WOOD-ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET i. TYP.,SFE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOk 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 ®2TRACK FRAME HEAD 3 TRACK FRAME HEAD 4 TRACK FRAME HEAD MIN 4"(HEAD&SILL) WOOD INSTALLATION Rw WOOD INSTALLATION �METAL INSTALLATION OR 6-'(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP, METAL TYP., DETAILS,SHEETS 10&11. SF-E 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 NOTES, NOTE 5, THE METAL SUBSTRATE 1(114 MAX.) SHEET 4 ;n i SFE�T 1 (1/4"MAX.) .wr: 1 (1/4"MAX.) EXTERIOR EXTERIOR — EXTERIOR _ EMBEDMENT:SEE TABLE A,SHEET 1 2-116'` 2-1116'• a2-1M6"' 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 Ifft 2-TRACK FRAME SILL 3-TRACK FRAME SILL da4-TRACK FRAME SILL WOOD INSTALLATION Ew WOOD INSTALLATION W+ METAL INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 � SHEET 1 EDGE DISTANCE: METAL TYP., EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 --"I SHEET 1 SEE ANCHOR EDGE DISTANCE: NOTE 4,SHEET 1 2X WOOD. 2X WOOD SEE TABLE A, TYP.,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR PRODUCT UNM13 NOTE 3,SHEET 1 NOTE 3,SHEET 1 2-1116 ' 47 ftwichdw t?ImWa SMS ANCHOR TYP., Buitatdg Goes 2-1116"' SEE ANCHOR NOTESm�ptcna.No '� . NX WOOD ANCHOR TYP., ( 2-1116"` &CABLE A.SHEET 1 MIN.OF 3 ®� SEEANCHOR.NOTES WOOD ANCHOR TYP., f THREADS ,i;,.•,,;,} �, &TABLE A,SHEET 1 SEE ANCHOR NOTES BEYOND THE t &TABLE A.SHEET 1 EXTERIOR METAL ,�.`�nN� !:YNN 4fZ� '�ii` EXTERIOR EXTERIOR SUBSTRATE `yl`�;••'4�05NSg ID 114°MAX.SHIM �-- 1/4°MAX.SHIM t-.-- �' xY r 114"MAX.SHIM foo•556705 ._ 2-TRACK FRAME JAMB ga 3-TRACK FRAME JAMB ®b TRACK FRAME JAMB WOOD INSTALLATION Hw WOOD INSTALLATION fw METAL INSTALLATION trs a %� SdF Isow sma F 10707ECftNOLQflY0R1VE ANCHORAGE DETAILS !�� Fcorlty;- 0 rz vewct;.�a+are » �,CSS,'' .R i""go-Mv .SERIES 770 ALUM.SGD-LM 1AaPACT '��,.&ION p,1.,�G,,� JR 10110114 now crttT.of RUTH.l 20M ® sbn rro IlkNTS 12 d 22 POT0130 P E.tA b8705 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 CONCRETE SEE TABLE A.SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE TABLE A,SHEET 1 A.SHEET 1 PER TABLE ° PER TABLE ON MIN.ALLOWED. 2-1118°r 2-1/16 2-1f18'r A,SHEET 1 A.SHEET 1 1/4" EXTERIOR r� f• .t., DIAGONAL O.C.tS a :• • ; a :r 's :r MAX MIN-4":(HEAD&SILL) SHIMORB"(JAMB)SEE EMBEDMENT: 1/4" EXTERIOR 1/4" EXTERIOR DETAILS,SHEETS SEE TABLE A, MAX /+ , MAX.. ri 0&11. SHEET i SHIM fir' PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED1 X 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 TABLET A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 2-TRACK FRAME HEAD3-TRACK FRAME HEAD 4 TRACK FRAME HEAD CONCRETE INSTALLATION �CONCRETE INSTALLATION CONCRETE INSTALLATION GONCRETEANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLYSECUREDIX CONCRETE ANCHORTYP,. PROPERLY SECURED IX SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE A"SHEIET WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET I NCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ' ANCHOR NOTE 3,SHEET 1 SEE.ANCHOR SEEANCHORSEEANCHOR NOTE 5,SHEET NOTE 6, NOTE5,1(114°MAX.) SHEET1SHEET1]_ (1/4"MAX,) 41 I (1/4"MAX.) .. : EXTERIOR ;;.' _ EXTERIOR ,,",' i` "!' 1 EXTERIO 'I Z. �'- a 2-1118°' a a " CONCRETE 2-1118°' i� 2-1118°' 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 ija 2-TRACK FRAME SILL 3-TRACK FRAME SILL 16Eh 4-TRACK FRAME SILL oc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION W CONCRETE IN5TALLATION EMBEDMENT:SEE TABLE A,SHEET 1 J.J EDGE DISTANCE: EMBEDMENT:.SEE SEE TABLE A, TABLE A,SHEET 1 I __ SHEET 1 EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE 1 SEE TABLE A, 1X WOOD BUCK TYP., TABLE A,SHEET 1 —� --—1 SHEET i SEE ANCHOR NOTE 3, 5 j. EDGE•DISTANCE: SHEET 1 PROPERLYSECURED SEE TABLE A, PROPERLY.SECURED ;::y 1X WOOD BUCKTYP., 1X WOOD BUCK TYP., CiRENBWEp SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 3, `` CONCJCMU ANCHOR <: 2-1118"rp= SHEET 1 ,: SHEET 1 TYP.,SEE ANCHOR12 CONCJCMU ANCHOR 2-1/18"° �.j 2-1118 r NOTES&TABLE A, TYP.,SEE ANCHOR CONC.lCMU ANCHOR. SHEET 1 CONCRETE NOTES&TABLE A, TYP.,SEE ANCHOR 'ti' OR CMU 6rmnr o CONCRETE NOTES&TABLE A, EXTERIOR PER TABLE ��` `( ?/4 EXTERIOR SHEET 1 ;': OR CMU EXTERIOR SHEET 1 '-' CONCRETE p_ A,SHEET 1 ` �.'.........''�F•p PER TABLE �s` OR CMU 45114-MAX.SHIM A,SHEET 1 114"MAX.SHIM PER TABLE: A.SHEET 1 1/4'MAX.SHIM2-TRACK FRAME JAMB Ila —a I I°►- Jr No �p7t)5 S iffiS 4-TRACK FRAME MS CONCRETE/CMU INSTALLATION CONCRETFJCMU IK FRAME NSTALLATION tc CONCRETEJCMU INSTALLAT[ON = .3 !S '�w 'A STA'I6 Ofd 1oro1ECllnra�ooroan/a ANCHORAGE DETAILS ''a��C; .ftOR+�P:•`,c tNsaleoo ;ERIES 770 UM.SGD-LM IMPACT I rrr r I I t t I' JR 10110/14 J A.LYNN MILLER.P.E. "°JR °� °"� cr>zT.OFAU7H.,A492BB ° soo no NT5 13 a 22 PGT0130 F E k 5675 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL1•.r. 2.693"MIN, ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTERWATER SHEET ARE FOR INFILTRATION '•. CONClCMU ILLUSTRATIVE WOOD ANCHOR TYP., rc'�J Co SEE ANCHOR NOTES ` •)' ANCHOR TYP.,SEE URP SHEET FOR EMBEDMENP $TABLE A,SHEET 1ALLAPPROVELY.SEE 28 ANCHOR NOTES& SEE TABLE A, (ALSO SEE TYP. TABLE A,SWEET 1 SUBSTRATES. D SHEET 1 20 ILLUSTRATION,SHEET 9) `' '•' 1414'MIN.EDGE DISTANCE DISTANCE:SEE s, �'' r' ' TERIOR 3,SEE TABES 1-3. —� ' • ;• .':r 2 l"L SHEETS"FOR TABLE A,SHEET 1 EMBEDMENT: '"" ''"' '''� .' �� � �/ SEE'TABLEA, '`'�` .`'`•' e''' ':'"".';: �;'; P-HOOKMOUNTING REQUIRED P-HOOK 20 SHEET 1 ' * '` 's`' AND.P-HOOK EXTERIOR ,a'. .i ;:.- ADAPTERCONCJCMU MOUNTING ADAPTER N" ; ANCHOR TYP.,SEE PHOOK WOOD ANCHOR TYP., % . "' ANCHOR QUANTITIES. P -HOOK :.:'::.:•ti:: -":: :�`�.:'`• .`:.. ;' ALSO SEE EXAMPLE SEE ANCHORNOTES ANCHOR NOTES&TABLE CONCRETE OR SHEET 1 AL SHEET 9. &TABLE A,.SHEET 1 EMBEDMENT:SEE A, CMU PER TABLE (ALSO SEE TYP. 2:593"MIN. TABLE A,SHEET 1 (ALSO SEE TYP, ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9) JP-HOOK FOR USE WITH FLAT SILL.RISERS P-HOOK FOR USE WITH FLAT SILL RISERS PARTS#18.#20,#22 OR#24, t PARTS#18,#20.#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETElCMU 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 EMBEDMENT:SEE P-HOOKMOUNTING CONCRETE OR MIN.OF.3 THREADSS EMBEDMENT:SEE ADAPTER CONC./CMU NOTE 4,SHEETTABLE A,SHEET 1 ADAPTER SMS CMU PER TABLE. TABLE A.SHEET 1 ANCHOR TYP.,SEE ANCHOR TYP.,SEE BEYOND THE METAL ANCHOR NOTES A.SHEE11 f ANCHOR NOTES&TABLE - :,: r,r: .:..r.. .: A,SHEET 1 SUBSTRATE &TABLE:A •.:., s': `•: 28 ,SHEET 1 : ;` .'.:,.. ; ' ' . (ALSO SEE TYP,EMBEDMENT (ALSO SEE TYP. i• ILLUSTRATION,SHEET 9) ILLUSTRATION, SEE TA A, :.,: r; �• 20 SHEET 1 ;. EMBEDMENT: r4EDE SHEETS) _': `���=."` i k•' -', �� 1 SEE TABLE A,' DISTANCE:SEE SHEET 1 ;, `' 1-1l4"MIN.EDGE DISTANCE LE A,SHEET 1 :" , 30 80 P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR RENUMp SEE ANCHQR NOTES ANCHOR TYP.,SEE 14*""yteswthlhoFio,tde &TADLE A,SHEET 1 BiJldWgCo10 _ (ALSO SEE TYP. ANCHOR NOTES&TA9LE 2.693."MIN. A,SHEET 1 2.693"MIN. EuroptmceCNu ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE IYP. EDGE DISTANCE "" ILLUSTRATION,SHEET 9) Mimni Dade P,�Ip�tlQl�,lflyl�r P•HOOK FOR USE WITH BOX SILL RISERS �jE'�P-HOOK FOR USE WITH BOX SILL RISERS © .•..•...•• R#25. KARTS#19• C( �� Itw PARTS#19,#21.#23 0 #21,#23 0R#25, ` �'t',apEhSF '• '��' METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A,2A&3A MOUNT (SEE-TABLES 1A,2A&3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY No.P�swffp Dom 08705 IEwtrenx �/.� '•.,FLORtOI;•`' (h�t ro�oTFcr►1voLoorcnrve ANCHORAGE DETAILS r� SERIES 770 ALUM.SOD-LM IMPACT '�;��i+ % +u saw sr.e Q*ivm. A.LYNN MILLER P.E. JR 10/10!14 �� CERT.OFAUTH LK9180 8CD•770 NT8 14 ,22 POT0130 P.C.#68705 CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL'N, WIDTH TYP.PER TABLES 1-3 INTERIOR SHEET 18;INSTALLATION DETAILS'AW&'AC',� EXTERIOR ' SHEETS 12&13 ' 90° PANEL PANEL PANEL PANEL CORNERDETAIL'N2', TYPE as' AE TYPE SHEET 19&CORNER 'Al 9C ANCHORAGE SHEET 11 ' NOM. MAX.UNIT MAX. / MA X• HEIGHT INTERLOCK DETAIL PANEL /� PANEL WIbTHTYP. / / DLO PER 'M',SHEET 19 HEIGHT SEE PER / HEIGHT TABLES EXT( MOR INTFFUDR LINOTE 2 TABLES 1-3 7-3 , ��,, ,,..-�►� JAMB DETAIL'G3,SHEET X X 18;INSTALLATION DETAILS X 'GW& Gd,SHEETS 12&13 90° SILL•DETAIL'D',SHEET 18; INSTALLATION DETAILS EXAMPLE: 900 INSIDE CORNER,4 PANELS-)OUXX 'DW& Dc',SHEETS 12&13 SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT=DOOR UNIT HEIGHT-1.888" 0 X 1" ##10 X 1-112° PH SMS PH SMS RODU(`TRVNL'WM �P1Y�18 wt;h lho Flodde PANEL CORNER FRAME CORNER �leNacoee o � DETAIL DETAIL �pmi Da �(d i NOTES: \��`�OC1 ,.....;, ✓/(���%� 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE,SEE DP/ANCHOR TABLES,SHEETS 6.8 FOR MAX. ,`Q;•r ���NSF �Q �� PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. w,'� No 58705 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL-. 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP#ANCHOR TABLES. O •• ' 107o7ECffNOIODYOAIVE ANCHORAGE DETAILS/EXAMPLE ELEVAT101YO.i.Q SERIES 770ALUM.SGD-LM IMPACT A.LYNN P.E. Smar JR 1fm— aoaiw a"lw CERT,OFAUtN NTBTPB •770 NTS 18 d X12 � POT01 NN MILLER� P.E.#68708 CION r I`.7. EXAMPLES - DETAIL FOR ALL DETAILS ON THIS SHEET,SEE(VOTES ON SHEET 15 f'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; ' I INSTALLATION DETAILS'Gw'&'Gd,SHEETS 12&13 D JAMB DETAIL'G2' ASTRAGAL HEADER DETAIL'A%SHEET HEADER DETAIL W,SHEET 18; MAX. JAMB DETAIL'G3',SHEET LLLL INSTALLATION DETAILS'AW&'Ae, 18;INSTALLATION DETAILS SHEET 18;INSTALLATION DETA{LS'L1'& t8;INSTALLATION DETAILS WIDTH DETAILS'Gw'&'Gc', L2,SHEET 19 'AW&'Ac',SHEETS 12&13 SHEETS 12&13 TYP ^(�'G!y'&Vd,SHEETS 12&13 SHEETS 12&13 / 90° `• � EXTE NTERIaR PANEL PANEL PANEL PANEL PANEL rANE TYPE TYPE TYPE TYPE PANEL PANEL INTERLOCK DETAIL TYPE V.SHEET 19 'R' "L' `D' 'A' ,A, TYPE TYPE MAX.MAX. 'CS' QSNOM, UNIT UNIT 98°OUTSIDE CORNER / ! / HEIGHT HEIGHT DETAIL N1.,SHEET 19& f PANEL SILL DETAIL NOM. / / /` PER CORNERANCWORAGE MAX WIDTH PERYP SEE TA8LE5 'D',SHE$ ! WIDTHETYP. / ! SEE TABLES SHEET II DLO NOTE 2, 1.3 DLO PER NOTE 2, 1-3 INTERIOR HEIGHT TABLES t-3 INSTALL TABLES 1 3 SHEET 1S SHEETtS DETAILS HEt HT 'Dw'&'DC', EXTERIOR b X X X SHEETS 12 NOM.PANEL &13 , X x x 1�3X WIDTH TYP. ( �� X X PER TABLES PRAME& UNIT WIDTH SILL�L'D',SHEET 18;— MAX.UNIT WIDTH 1-3 PANEL CORNER MAX.UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'DW&'De,SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'I1',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL"M',SHEET 19 INSTALLATION DETAILS'IW& L2,SHEET 19 ,� INTERLOCK DETAIL V,SHEET 19 1&1 SHEETS 12&13� KIE ' HEADER DETAIL 1 JAMB DETAIL'H2',SHEET P-HOOK.DETAIL'J' 'K' & ,SHEET. 'B',SHEET 18; ' 19;INSTALLATION DETAILS 19;INSTALLATION DETAILS live, INSTALLATION UAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAIL'C.',SHEET 'HW&'Hd.SHEETS 12&13 'Jc','Kw'&X ,'SHEET 14 DETAILS'Bw'&'Be, DETAILS'IW&'Ic,SHEETS 12&13 18;INSTALLATION DETAILS SHEETS 12&13 CW 'Cd,SHEETS 12 813 MAX.UNIT WIDTH MAX.UNITWIDTH PANEL PANEL PANEL PANEL I PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE TRE TYPE TME TYPE i 'M' F F 'P' MAX. MAX.UNIT NOM. ' I NOM. UNIT RODUcr HEIGHT PANEL i& / PANEL � HEIGHT oomplyftwith dwFiodds PER WIDTH TYP, y °d I // ! WIDTH TYP. / PER uitetng4oda 1t�9 � TABLES MAX ! / PER / k' I MAX- PER TABLES ��No SEE SEE intion 1 DLO TABLES 1-3 0 2, DLO TABLES 1.3 1- NOTE 2, to HEIGHT SHEET 1S j SHEET 16 HEIGHT (titiumt Dada NO 111117 f Ile O X X X i X X ���,. " LYNN 4f1( /j X O p 1 /, EXAMPLE:OXXXp SILL DETAIL'E',SWEET 78; EXAMPLE:XXXO SILL DETAIL'(',SHEET 18; (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS - `�L----t1c 'EW&'Ed,SHEETS 12 813 FW&fee SHEETS 12&13 ly: � `f�3��i� • Lj oa°gaarc . Q'., MATE 0 ' Vie I��'L5"FL�37iEJ�AMPLEfLEVATt011tS S`C �P �,Ca laar�aaorsoo SERVES 77.0 ALUM.SGD-LMIMPACT .1/;S/0NAV , ALYtft�IdILLIEIR P.E. Q JR 1O/fOH4 CERLOFAUrt!,,P OM ® 9GOTi0 NTS 1 16 or 22 PGT0130 H.en5ei05 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAC,AL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK W/HANDLE wIHANDLE WI HANDLE WI HANDLE WI HANDLE W/HANDLE BI)X OUT BOX 1N LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 35 RECEIVER 35 RECEIVER STILE WI HANDLE BOXOUT BOXIN "RECEIVER WI HANDLE WI HANDLE TYPES OUT IN #11 011#110 1 012 #110 N81 71118 1181 H81� 1101 U01 SINGLE M:17- F PP K TR TQ TC TA TV TW INTERLOCK OUT 19oXon1) SINGLE INTERLMS F P A C /C SQ SC SA SV SW LOCK STTIILE RR R S S FD FC FV FW ��� 0Ox1>U LOCKSTILE WI HANDLE D M j -< Isoxam laozrxl W ASTRAGAL a BOXOUT LR PANEL NOTES: WIHANOLE i6oi(OIRI 1.SEE DP TABLES 1-3,SHEETS 8-8 FOR PANEL ASTRAGAL �►J SIZES'&DESIGN PRESSURE. i9oXIN IY LEFT �lI RIGHT 2.PANEL TYPES NOT'SHOWN OR CROSSED OFF wr HANDLE luoxrro PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS I-- ASTRAGAL STILE 59 TERIOR. STILE AND ARE NOT AVAILABLE. U} sox out T t STILES PANEL'E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#118)AND EITHER ASTRAGAL T f EXTERIOR(#119)OR INTERIOR(#120)CORNER LLl aox IN teox� u+! APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. J 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES 1IRRN _ ^ w � 90LOCKsnLEER [v: (#61)ANDCORNERADDON(#31). J W/HANDLE r,`/T /X20 w EXT CORNER SILL RISERS OPTIONS .232" 232" /HmSTRE W/HQT QS ANDLEg118 1 .232' EXJR /L,pR 062' 90 RECEIVEXT R QT C(� ERI R .232" EXTERIOR V W/HALE 18 INTCORNER#B 2.b5S1.607" —� WJRECEIVER. AT AS DF G62° WI HANDLE EXT CORNER t1tt8 S� ILL RISER.FIAT* SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT 90 RECEIVER CF � FLUSH,1-1/2 20 LOW,2-112" 22 MEDIUM,3-1/4" 24 HIGH,4" EXT CORNER i .---°. +— .750' ('�"' .760'asooPROngi inB+Mffi UCT heBlo[id� Oor W/HA HANDLE VT VS VF 4Gbdaa WI HANDLE d6t '''j 760' EXTERIOR Building INT CORNER i EXTERIOR ►y _ EXTE R I EXTERIOR 082" * 35 RECEIVER W T WS {1 y F I 908 .062' `t' x:066' W1 HANDLE 3.305' 41' I 2.. pp &lii"n1 7Me Fr 1.567"" fl_ \\��00 bY.NN 414/ i �.•JGENSE 19 44- SILL RISER,BOXI° 27 SILL RISER,BOX2$ SELL RISER,BOX �6 SILL RISER,BOX FLUSH,1-1/2'! LOW.2.1/2" MEDIUM,3-1/4" 8 HIGH,4- NOT NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 1omTEcm=ooroRNE PANEL TYPES jATE OF FFS N.VENICE,F!842o S76 Tnm i��� •.FCURSQ? C40 011)404 ERIFS 770 ALUM.SGD-LM IMPACTSI0NN `.S - JR 10/i0H4 �0! "" °aim"" 1°" A.L1�I�fJ W,I!Et},P E. c8RT•OFAUTH.C2929d SGWro NTS 17 d 2Z PGTOi30 PE.PI6070S ASSEMBLY DETAILS 108 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 80 OR 81 106 LOCK PART 17 14 ?FEN LENGTH 14 75&107-11 5 (ry'7 60 OR 61 g 60 OR 81 lkh G1 60 OR 61 2-TRACK JAMB 16 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 CLIP#105 WITH FORFIXED 113 W/RETAINER 0106 OPERABLE PANEL CLIP KPA(SHOWN WITH PANEL,) 80 75&107-1FIXED PANEL TO Lp�KPq�7SEE DETAIL G2THE INTERIOR AEXTERIOR 103 113 7b&107-11 1� FOR FIXED b 60 OR 61 �-1 PANEL CLIP 103 l yEXTERIOR 14 18 6 1'12 Ila ig 17 FULL LENGTH � G4 1110 X x 3 123 OF JAMB 2-TRACK JAMB 40 2-TRACK JAMB •J'LEXfERFOR FUXTERIOR�OR 81 EXTERIOR EXTERIOR SMS,x CLIP#80 OR#105 61 52 Wl SCREEN V `vim V 6°LONG WI RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB (� (SHOWN WITH (SHOWN WITH ®(SHOWN WITH (SHOWN WITH ®(SHOWN WITH MIDSPAN FIXED PANEL TO tit OPERABLE PANEL) H2 FIXED PANEL TO N FIXED PANEL TO 12 OPERABLE PANEL) !tel Exrew 6oOR81 THE EXTERIOR) 53 EXTERIOR THE EXTERIOR) THE INTERIOR) V 2 112 1 3 4 45 5 113 6 113 6 52 51 69 EMRIOR 69 EXTERIOR 69 EXTERIOR 53 a a aLA jfjjh3-TRACK Ifa4-TRACK MAX.UNIT OPO WN WITH CREEN SCREEN A FRAME HEADFRAME HEAD FRAME HEAD HEIGHT PER TRACK TABLES 1.3 63 60 69 69 EXTERIOR EXTERIOR 52 61 72 OR 73 72 OR 73 �t, 72 OR 73 PpowcrRMWED 4g 11 a aswtnplyftwith cwFwdt 10 8t>jlog� ` e 40 47 0 113 6 11 9 11 ECCE RIO 113 113 T$ 112 5 a h4itm�FnruleY G+'PI'P LYNN 2-TRACK W/SCREEN 3 TRACK 4-TRACK N� '�10ENSg '•; , zti x � E FRAMESILL FRAME SILL F FRAME SILL IJo.58705 _ ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES rEr�1-3,SHEETS 6.8 FOR DP(PSF)ASSOCIATED WITH STILE.8,. q nnww. +o7a►ECNNQLDOrf7RNf VERTICAL SECTION DETAILS �'.,�` '• FiostoP'.•Oft pAvbtw '���: N.VENICE,FL SC27b ak 5�'••••••••• `��� �a+ isoo SERIES 770 ALUM.SGD-LM IMPACT '��,�UJ NAS� akxs+oae sopr+} u*.sv� + A.LYNNMUW,P.E. JR 10/fOI14 mre C7:RT.OFAVTH,#29 8B S�DTTO NT$. 18 d 22 PGT0130 PE.N587015 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4INTERIOR 01 113 118 20 28 7 11 113 63 83 27 26 2T 103 62 111 63 89 OR 01 fi0 OR 01 00 OR 61 65 29 14 20 s' 120 66 EXTERIOR 111 02 �7 EXTERIOR 1�1 92 EXTERIORINTERIOR so° EXTERIOR EXTERIOR [EXT, R INT.MOUNT)-HOOK FOR FLAT LS K EX IOUONLY OX LLS 90° �1 INTERIOR octc 60OR 61 76 10710 07-1061 76&16-116 ®INTERLOCK 14 00 80 01 61o� 113 I`l_EXTEjfl #113`D 113 03 119 DEkTEWOR67 DO-INSIDE ITEM#61 L1 WITSTANDARD STILES#00 SWITH HEAVY--DUTY STILES 01 N1 2,.TRACK SHOWN 7 HVY-DUTY ASTRAGAL#88 daQQ'OUTSIDE CORNER N2 2 TRACK SHOWN ER STILE)SHOWN,ITEM#BD EXTERIOR BOX ASTRAGAL SHOW EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT).MAY ALSO BE INSTALLED (BOXOUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS'INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX4N) 1-3,SHEETS 6.8 FOR DP (PSF)ASSOCIATED WITH STILES. 4 INTERIOR 31 LOCK PAR 75&10741 INTERIOR 6 4 INTEWOR 135° 5 PRODUCT R91NUMD •- 7 11 asoamldYinBvdlh�he Maida 135° t3is11dln8Q'& 14 6 61 32 AccEDl�e No • 01 103 E1 bpDallo 32 11 6 E WOR 61 Minml I)alc rtducl fenvol� Ex7ERIo 7pCKpARi si 103 81 1vl 14 7 135°INSIDE CORNER ���V�� 1YNN/�/I� rr�f/ O®2-TRACK SHOW l� . �IGC�IsF4. j&hI36-OUTSIDE CORNER S No.50705 of 2-TRACK SHOWN iwmo- Dam OF 1 EME�o> a IsmvE HORIZDNTAL SECTION DETAILS,CORNERS ;(?WN ,•. FcaRmt•:'G��, (aaryasalcoo SERIES 710 ALUM.SGD-LM IMPACT % S/ONAL dlfVi 'J••C WIr4gME ROF A��YNIAIIS11yl:✓?f':�P.E. R folfo/ta �� csar olcaun;anraaee sao-770 IVIS .t9 21 POT0130 P.E.068706 Item PGT PGT# Description Item PGT PGT# Descdpdon NOTES.. Dw .# Dw .# 1)ALL ALUMINUM=6063-T6 1 17300 617308 2 rRaCK HEAD 56 QUANEMUSEAL DURASEAL SPACER(COMPOSITE 2 17303 617303 2-MCK HEAD WITH SCREEN RAL SEALAWIDESSICANT) 2)ITEMS.#3"9,57-69,66,78.84-90, 3 17309 617309 3-TRACK HEAD 84 17325 017325 PANEL STILE 121$122 ARE NOT USED AND ARE 4 17312 817312 4-TRACK HEAD 8f 117320 617328 PANEL STILE 01EAVY WTY) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 02 17327 017327 TNTERLOCKADAPTOR 6 17317 817317 FRAME HEAD/JAMB ADD-ON 83 1225 OV248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) 3)USE OF 912 OR#13 REQUIRES 7 17304 017304 24MCK SILL 64 1729 71729 SILL END WEATHERSTRIP PAD MIN.#10 SMS OR 3116"MASONRY 8 173D1 617301 2-TRACK SILL WRH SCREEN RAIL. 65 17328 817328: INTERLOCK SCREW COVER ANCHORS @ 24"MAX.O.C. 9 17307 017307 XTRACK SILL 07 17329 017329' ASTRAt?AL 10 17310 817310 4-TRACK SILL 08 17339 617339 HEAVY DUTY ASTRAGAL 11 17313 6173t3 FRAME SILLTRACK INSERT 69 17324 617324 TOP&80TTOM RAIL 12 17315 617315 FRAME SILL$CREEN ADD ON(SEE N07E 3) 70 17350 411350 WEATHERSTRIP E)QENSION(INJECTION MOLDED) 13 17318 617318. FTtAME SILL SCREEN END RDD-ON(SEE NOTE 71 1695 71695 i-112'X 1"X3/4"HIGH FIN SEAL DUST PLUGS 14 11305 617305 2-TRACK JAMB 72 8153 78153X TANDEM ST.87L ROLLER ASSY. 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 73 8153 78163N.t TANDEM NYLON ROLLER ASSY. 16 i7308 817308 3-TRACK JAMB 74 SILICONE DOW-8991 DOW-995 OR GE-7700 17 173i1 617311 41RACK JAMB 75 8185 78185X GEMINI14ORME 3-PLY DUAL LOCK WILONG 7ROi PLATE 18 17322 817322 SILL RISER-FLAT,FLUSH,1412" 76 71032XIFPFX 910.32 X 1'FL.SS SCREW W/TYPE"F'TTP 19 17319 817319 SILL RISER-BOX FLUSH,14ir 71 7103239. 1032 STEEL ZINC U•NUT 2D 1.7321 017321 SILL RISER•FLAT,LOW,2-t/Z" 79 17357 611357 1'IG BEAD 21 17318 817318 SILL RISER-BOX LOW,24W 80 17359 811359 7116"BEAD/I VED PANEL CLP 22 17355 017355 SILL RISER-FLAT,MEDIUM.3414' 61 17380 B113M 9/16"BEAD 23 17354 617354 SILL RISER-BOX MEDUM,9-114" 82 1224 6TP247K VINYL BULB WEATHERSTRIP 24 17323 017323 SILL RISER-FLAT,HIGH,4- 83 61745 1745 LOWE INC.Vr X 1H6'SGL SIDE AOH.TAPE,POLYETH. 25 17320 617320 SILL RISER-BOX HIGH,4" 100 W52 48052 ROLLER ADJ.HOLE PLUG 28 17333 017333 POCKET P4iOOK 101 72087 AMB BUMPER 27 7070 67070 NEOPRENE BULB WSTP FOR P HOOK 102 1896 71698 DUST PLUG 28. 17.334 617334 POCKET P-HOOK MOUNT r107 8188 78188X: 1"KEEPER 29 17395 817335 P HOOK COVER 853 78DKEEP SCREEN LOCK KEEPER 30 117348 61734Q POCKET P 00K FOR BOXRISER 17344 817344' FIXED PANEL CLIP-Ir LONG 31 17378 817378 135 CORNER 17352 617352 FD(EI)PANEL RETAINER-318' 32 17370 817376 135 FWD MOUNT 1739 71739 1 HANDLE KR-NTERIOR RAISED WITH THUMB TURN S 4D-63 ARE SCREEN PARTS: 1740 71740 HANDLE KIT'-RAISED EXTERIOR HANDLE 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 1731 78102SN HANDLE KIT-RECESS EO NTERIOR WITH THUMB TURN 41 TLOCKWOSK SCREEN LOCKSET 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL 42 41818 SCREEN KEEPER SPACER SET 111 1710)04PPSOAX#10 X3/4"PH.PN.TEK-S.S_ 43 8102 88152 SCREEN INTERLOCK ADAPTER 112 1235 87578WSTP,.27OX.t70-FIN SEAL 44 4428 64428 SCREEN DOUBLE INTERLOCK 113 1712 84006 ' .187"X,230"FINSEAL 45 4317 612250 SORE EN TOP RAIL 114 710X115P X #10X14/2' 46 4318 1 612257 SCREEN BOTTOM RAIL 115 71004 n, #10 X t' 47 888 7SRAZ STANDARD ROLLER 116 720XIX #14,20 X 1'S.S. BRCIDUCT RMIGM11O' as mmptY6V{w1thlEe Flaaldtr 48 068 7SRAX STANDARD ROLLER-ST.STL 117 72OXI12X 914-20X1-10S:S. Boildh+gCadc 49 4344 84344 SCREEN ASTRMOAL 118 t7338 817338 90 DEGREE CORNER RECEIVER Avaptar"N4 50 17349 817349 0}00 SCREEN ASTRAGAL.ADAPTER 119 17337 611337 90 DEGREE OUTSOE'CORNER ASTRAGAL 51 1892 61692 SCREEN SPLINE-.165' 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 52 16$4 81894 SCREEN SPLINE-.15W 123 17352 617352 FW:D PANEL RETAINER,718 MIp1d1 54 1725 81816020 SCREEN G10 sEi BLOCK NEOPRENE*85*15 65 1728 1'X4"XVII SET.BLOCK,NEOPRENE 85 NS w NOTES; No.5fl705 1)ALL ALUMINUM,=8063:76 ,r, '- �- 2)ITEMS#33-39,67-59.66,78,44-99,121&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. w„ TEOF roltr 1>cenrocooraruv� _ARTS LIST "���` FcoRLo? C� odir � -f �2>6 TSSRIES-770ALUM,SGD-LM IMPACT ��� SSpIV�L����`;�� (wf>*solean �„ �. PMOVIA 112 1 1� JRA 1(Yf0/t4 nue CearOFAUTH,#AI eri ® Soa»•0 NTS 20 122 POTOl30 A.LYPEA587 5 P.E. 5.069" 0.080'' jil-n 1.21," jul 1.805" I-fi -f 0.081" 0.062" -► 1.019" 0.081" 0.081" 1O2 TRACK HEAD ,0 4-TRACK SILL SCREEN (6063-T6 AL) (6063-T6 AL) 40 STILE 8.198" (6063-T8 AL) 6.526" 5.069" 0.080" -1 1+ 1.045" 1.2„" LL-i pi 5" rIL-if enF-T-0--lFl-F-a-u i $3°w 3° 0.062' 0.081" O2-TRACK HEAD W!SCREEN TRACK 09 3 TRACK SILL -JU EN (6063-T6 AL) (6063 T6 ALJ 14 2-TRACK JAMB STOP OP RAIL (8063 T6 AL) TR (6063-76 AL) 7.105" 2-TRACK JAMB W/ 6.221" 16 11; TRACK O.OBO" (6063-T8 AL) 1.36" L4 0.875" 1.2jj11" 1'J�, -L _[ `-+-i 1.36" 1,093" 0.001" O3-TRACK HEAD eO2-TRACK SILL W!SCREEN TRACK 0.082" (6081 3 ) (6063-T6 AL) 0.081" SCREEN i d6 BOTTOM RAIL 9.142" (6063-T6 AL) 4.49" 0.081" 0.0 " 1.211" 1.505" 7.105" 0.081" O4-TRACK HEAD Oi 2-TRACK SILL 9.141" 8063-76 AL) (6063-T6 AL) 1.614" 0.060" r"OtICTEWED 0.062" 61heatodba i- �o0.760' ( OFRAME HEADlJAMB SCREEN 12 FRAME SILL SCREEN FRAME SILL SCREEN ��` 1 yN /rr ADD-ON ADD-ON i3 END.ADD-ON ie 3-TRACK JAMB Ory• '�1� rri (6063 TEAL) (6063T6AL) (6063-T6 AL) (6083-76 AL} REQUIRES MIN.910 SMS REQUIRESMW.#10 SMS 6 705 OR 3116"MASONRY OR 3116"MASONRY 17 4-TRACK JAMB * I�O''8 _ SEE SHEET 17 FOR SILL RISERS. ANCHORS @}24"'MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL R Hr: A AMa bfffl� tos ATg, Nto.„7VGyt,EbbN, O%DMVEXTRUSIONS RUSINS EAU= U F�NtMNaILRA4I -�o SERIES 770 ALUM.SGO-LM IMPACT °- tria °`K T.1$0ik CERT. San.ro NxTS a21 d22 �'.t�P.��•P.�••E.C. lsm ` P.E,#587,05 0.718" � � 0.83"� - 2.304" �� 3.802' 3.802" 0.752" TD.F06z, 0.752" F 0.885"0.574' 062 1.103' 0.796' 0.0FRAME 0.060" SILL 0.075" 0 P-HOOK MOUNTING 0.23P-Hb K SCREW OO SCREW COVER 11 TRACK 8 P--HOOK ao DAPTOR Oo COVER 0.080" ?-HOOK FOR BOX RISER (6003-T6 AL) (6083-T6 AL) (6D03-T6 AL) (6063T8 AL) (6063=T6 AL) (8083-T8 AL) �+ 4- 4- 2.3 4" I 2.30 1,41880.060" 1.739' 0.830' L0.062" 1.303 �+ - ° 1.600 O.a82" "'osa^ 1 1 0" 1.886" .016" 0.32b" 1.974" 3.125" 3.126' 0.002" 2.44" 831 135°CORNER 3Z 135°FIXED MOUNT eo STANDARD STILEei HEAVY DUTY STILE s2 INTERLOCK 66 INTERLOCK (6063-T6 AL) 8(8063-T6 AL) (6083T6AL) 8(8083T6AL) OADAPTER 8SCREWCOVER (6063-T6 AL) (6063-T6 AL) 3.979" � 3.979° 4.126" qjqL 1.050" 1.050" -�- 1.050° 0.875" 3 , t I 0.076° 1.645" 1.845" 0.062" 1.304" ,�� I 045" 811°. 45" .485°.045" - O.t25"" t-t- " 3.25 --- ►I 0 0.281 GLAZING 7118"GLAZING 9116"GLAZING 79 87 STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL eg TOP/BOTTOM RAIL G & �D,FIXED of BEAD (6063-T6 AL) (6063-T6 AL) (6063-76 AL 8003-TB AL) PANE--gip (6063-T6 AL) (6063 T8 AL) 1.0x3" 1.03" -� 4" 0.7b7" 6.621" OA80" ' . a.o5o° - onuCTRVMWED 8 FIXED 0.709° 1oB 2.893° 0.133" gompiyi�ivifit6cFlorldo. PANEL CLI) 1.498" 0.133" 1.498" �JMing4adci� (6063-T6 AL I scepw+co No eL 0.080" .560" -► 0.883 4° 0.709" FIXED PANEL 5.621° - Ptodue�tbniro�i 1�RETAINER,718" 120 90°INSIDE CORNER ASTRAGAL ��`�� ( 4YNN 0.080" --rl (6063-T8 AL) 2.826" 119 90°OUTSIDE CORNER ASTRAGAL (6083-76 AL) FIXED PANEL tie 90°CORNER RECEIVER (6063-76 AL) ti `�GENsp '•,'Q �' 100 RETAINER.9118" (6063-T6 AL) =qc: 130.G8705 _ (6063-T6 AL) xww Dow inm xEcxnrocoarna vE EXTRUSIONS R �„EWCE.FL,�,� 7$ SERIES 770 AL UM.SGD-LM IMPACT ;;SlON M.�i '� Fiearr"93*e s a..rvrh a.0¢rY�t+JiLLEa:h'E. R 10116114 aERT.OFAUTM.&M- ® aaoa7D NTS 22 a 22 PGT0130 PER 50705