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Component & Cladding Wind Loads RECFNED Prepared for Jensen Beach Aluminum Calculations by Seaside Engineers .NOV26 2019 Project: Cyrus Residence/Cytrez Rick LLC Certificate of Authorization No.32048 Permitting Location: 10102 S Ocean Drive,509A 4265 60th Court St. Lu meet e COUn Jensen Beach,FL Vero Beach,Florida 32967 tY Project ID: (722)202-8008 info@seasideengineers.com Date: 11/13/2019 www.seasideengineers.com Design Information Risk Category 2 Windspeed 170 mph Exposure D Int.Press.Coef.,GC,,(+/-) 0.18 a 8.00 feet Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the Florida Approved Product(s)or NOA used on this job.The contractor is responsible to ensure the use of the proper material,reinforcement,components,etc.to meet the indicated pressure per the product approval engineering document.The contractor is responsible to verify the component is in the appropriate zone using the"a"dimension shown above and diagrams shown below.The building pressures are calculated using the Allowable Stress Design.Contact Seaside Engineers immediately if the substrate at the attachment locations appears to have deterioration,abnormalities,damage,or other conditions resulting in questionable integrity. Florida Product Area Approval 8 Building Design Product Design ID Opening Description (sgft) Zone or NOA Manufacturer Model Pressure(PSF) Pressure(PSF) A JAccordian Shutter 96.0 4 FL13757.1 Town and Country 6.8 Accordian Shutter 48.6 -51.1 60.0 60.0 B .:SGD- 96.0 4 FL251.4 PGT SGD-770 48.6 -51.1 60.0 60.0 FILt 9 A(qit-GSA R OUR E EDo ROM C OIL)E C®MPL0ANCE ST. LUCRE C®U W OCC tvp 3 . z . 3 3II 2II 33II 2II tvo Q• S�. /K. o z ,g7 t` 2 zz 1 •0\ E N %���//� i • ROOF: I I 6 z 1 1Q 1 2 z 0 1 z z i(Di z z i D i z No.72228 • I I 1 1 • 1 I I I I I I I I'2 z�l i i i i �• OF I I I I • Q` 3 2 ` 3 3 1 2 1 3 3 1 2 1 3 �j sR •040 R:Ve•e 63```��� NA',e�``%� WALL: l Edward K Roske, PE i 5 I November 13,2019 5j 04 0 j� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts PublicationsY Contact Us BCIS Site Map Links Search Honda _ Product Approval 4. iS USER:Public User YYY Product Approval Menu>Product or Aoplica"un Search>Application i2ommission Detail FL# Application Type Code Version Application Status *AP DBPR.Approvals by DBPR shall be reviewed and ratified d/or the Commission if necessary. Comments Archived L-i Product Manufacturer PGT IndD Address/Phone/Email 1070 Te North V (941)4 Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Lynn Miller,P.E. Address/Phone/Email 1070 Technology Or N Venice,FL 34275 (941)486--0100 Ext21142 (miller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL PYReferenced Standard and Year(of Standard) Standard ear TAS 201 202 203 1994 Equivalence of Product Standards Certified By REVIEWED FOR CODE C0 Product Approval Method Method 1 Option A . LUCIE �"MUN ` TY BOCC Date Submitted ' 03/19/2019 Date Validated 03/27/2019 Date Pending FBC Approval Date Approved 04/02/2019 Summary of Products FL# Model,Number or Name Description 251.1 SGD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F1251 R31. C CAC 17042009.odF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/07/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 17042009.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: - Evaluation Reports Created by Independent Third Party: 251.2 SGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R31 C CAC 17042010.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FI 25] R31 Ii 17042010 odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R31 C CAC 19-0130.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/18/2024 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R31. 11 19-0130.02.odf (NOA)for product perfor or a Verified By: Miami-Dade BCCO-CER details,and anchor e,size,and spacing info ation. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of se Certification-Agency-Ge " rcate Approved ruse in HVHZ:Yes FL ,012. Approved fo a outside HVHZ:Yes Quality Assurance Contra it ion Date Impact Resistant: 02/12/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of cceptance FL251 R31 II 17042012.pdf (NOA)for product performance information,anc orage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing infor tion. Created by Independent Third Pa Evaluation Reports Created by Indepen ird Party: 251.5 SGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R31 C CAC 17042013.udf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 17042013.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 SGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R31 C CAC 17042014.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL2.51 R31 II 17042014.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.7 SGD-780(Impact) WinGuard Aluminum Sliding Glass Door - Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R31 C CAC 17042004.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 17042004.DdP (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R31 C CAC 19-0219.11.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2024 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 19-0219.11.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R31 C CAC 17042007.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/21/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FI_251 R31 II 17042007.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R31 C CAC 17042006.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL.251 R31 II 17042006.0df (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: Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: `GriT- et � gChaEkEj Credit Card Safe M IAM 4DADE h11AMi-DADE COUVrY c o 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.minmidnde.eowleconomv 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(AIM. 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 AIIJ 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 detennm Miami—Dade County Product Control Section that this pro r a requirements of the iicable building code. This product' approved as described herein,and has signed to co with the Florida Building Code,includ ng the High Velocity Hurricane Zone: DESCRIPT :Series"SGD-770"Aluminum Sliding Glass Do Y/9 35°corners—L.M.I. APPROVAL D a g 1 titled"Series 7 urn.SG -LM Impact",sheets 1 throu of 22,dated 10/10 7 prepared by man acturer,signed and se by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County uct control evision stamp with e Notice of Acceptance number and expiration date by the Miami-Dade Coun rodu Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ELING: Each unit shall bear a permanent label with the manufacture' ame or logo, city, state, mode and following statement: "Miami-Dade County Produc of 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 tennination and removal of NOA. ADVE41tPISEMENT: 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 NOAH 16-0629.06 and consists of this page I and evidenc• - and E-2,as we approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasenci , E. R / NOA No.17-0420.12 MIAMI•DADE COUNTY r Expiration Date: February 17,2020 9fJly�r1 Approval Date: September28,2017 Page 1 PGI`Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted uudet,NOA No.14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SOD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Reference Test report on 1)Uniform Static Air Pressure 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 Aluminum Sliding Glass Doors(w/PS,Super,Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory,Inc.,Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968,dated 02/15/16,06/17/16 and 06/20/16,all signed&sealed by Idalmis Ortega,P.E. (Subinitied tuider NOA No.16-0629.06) 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)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 ahrmintun 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 NOA No.14-0123.10) 3. Test reports on:1)Air Infiltration Test,per TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 3)Water Resistance Test,per TAS 202-94, 4)Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact`Pest,per TAS 201-94 6) Cyclic Wind Pressure Loading,per TAS 203-94 along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors,prepared by Fenestration Test ng Laboratory,Inc.,Test Report No FTL-5980, FTL-5993,M-6036,FTL-6001,FTL-6014,1,TL-6015,FTI,6017,FTL-6023, FTL-6024,FTL-6025,FTL-6028,FTL-6031,TTL-6033 and FTL-6036 dated 08/10/09,all signed and sealed by Julio Gonzales,P.E. Note: The test reports No.FTL 5980,FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09,signed and sealed by Julio Gonzales Y .� (Subu:itled in(ler NOA No.09-0826.I0) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17,2020 Approval Date: September 28,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) - 5. Additional Refcrenec 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-51" Edition(2014)and FBC-6'n Edition(2017),dated 04/18/17 and revised on 08/10/17, 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.16-1117.01 issued to Kuraray America,Inc..for their "Trosifol®Ultraclear,Clear and Color PVB Glass Interlaycrs"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America,Inc.for their "SentryGlasO(Clear and M'hite)Glass Interlaycrs"dated 06/25/15,expiring on 07/04/18. F. STATE,MENTS 1. Statement letter of conformance with FBC-516 Edition (2014) and FBC-6" Edition (2017),dated 08110/17,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Test proposal No.16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s)FTL-8717,FTL- 8970 and FTL-8968. G. OTHERS 1. Notice of Acceptance No.16-0629.06,issued to POT Industries,Inc.for their Series "SGD-770"Aluminum Sliding Glass Doors w/90°&135°corners-L.M.I.approved on 08/04/16 and expiring on 02/17/20. Jorge M.rlasencia,Y.E. P ,r6duct Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17,2020 Approval Date: September 28,2017 E-2 rl t SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR rAAnchor hEA Min.Distance Min.O.C. "' INCLUDING POCKETS &900/1350 CORNERS - Group Anchor Type Mcmbor sabslmm plstlnee DI¢kiaoa MetalThlclaf&w f112111- SMS, 6outnem Pino[SG=0.55) Will, 718• 7318• GENERAL NOTES (Fy-60 Rd,Fa-S5ksl) 606345Aluminum 3f8' 0118• 0.090• 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5, D72410 ss SMs, �) A36 steal 3r8° 9116• 0.060, 2 DESIGN PRESSURES: A (Fy-90 ksL Fa-t to ksq Or.33 Steel Stud are' 9116• 0.045•(16 Ge) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. All Cenarate Onin.2.22 ksq 1-10 3• 1-318° B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 114•Elco Aggro-G9lore ,Iambi p hook Filled Block Asnd c90 Y 3• 2' C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Fy=s7 kal,Fa-06 ksi ,Iambi P•hook Hollow Black ASTM Cw 2 3 t•va• $)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS All Southem Pine G-0,65 r i• 1.3157 PRODUCT, MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO fate steel EMS(Gr.5) Southern Pine(SO.0.55) '° 9/F 7/8 �18'- CONTACT WITH OTHER DISSIMILAR MATERIALS SHALT_MEET THE REQUIREMENTS OF THE B (min.of 3 threads toyond All 6063.75 Aluminum 318• Blir 0.090" CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. metal substrata) A30 steel 31W 0116• 0.050" 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE Or.33 Steel St �r8' BI10• o.0as(18 Ga 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH C t!a'Elco U UaCalr9 Art Concrete(rain,2.83 kilt) t• 4• t-are NARROW JOINT SEALANT. Fy=155 ksl,Fs=177 kci Jamb/P•hook Hollow Block(ASTM C60) 1' 6' i.114• 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NONS,ANSUAF&PA NOS FOR 7/4°Elea UltmConO IVIConereto m n.2. al •12" i 3!8 WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. y=5S Rol,Fv= 7 ks Jamb/Paloek Filled Bloek ASTM Ceo 2.112" 4• b314" 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE Ja /P•hooK Hollow Bloch(ASTM C90 2•tlz° 0• 1-ir4" CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE HVHZ. U4°410 Ss elco CreteptaxtlmlsompiflONG-0.53) Concreto ram.3,35 kal t• T 1.314' ( } Concrete ram.3.35 ks 1• 0• 1-3/4• 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Fy=127.4 ksl,Fa.189.7 RaiHoWck sTM c90 2-11z° e• 1-1f4• CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. J. t• Fvi 9)TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL•6017,FTL-6022,FTL-6023, 1)W RE SUBSTRATE CONDITIONS REO RE ANCHORAGE FROM MORE THAN OND OF THE ANCHOR GROUPS ABOVE, FTL-6024,FTL-6025,FTL-6028,FTL•6031,FTL•6033,FTL-e036 AND FTL•7554 CHOOs' EANCHOR GROUP OF TH_gkOWEST LETTER FOR ALL TABLES IN THI3 APPROVAL. 2)ALL ANC P PLICABLE 3)FOR STEEL STUDS,MIN.FU=46 KSI,MIN FY=33 KSI. 4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS, B,SEE DETAILS ON SHEET 5)ANCHORS MUST BE OF SUFFICIENT LENGTH$O THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE., Desedpgon(Uf tarom FxNr Interior) Type d f ANCHOR NOTES • G3 7/16•Laminatad:M Lkos of 3fl6'HS Glaaavith.09T PVB kxedal/ef 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY GSA MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE G4 7/10'Laminated:(2)Lhes cf3118'HS Glaaox[Ih Aeo'SG Intadaycr DISTANCE AND SUBSTRATE REQUIREMENTS. 04A WIS'Laminated:(2)LBoo of 114'HS Glau vAth,090'SO mledayer G5 V Laminated LO.:NIG•TExtarot Ca +318•Air Space 4 711V Laminated;(2)Was of3r16'HS Gtoae with. PVB Imodayor 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET. GM 1•Lammaled LG,:1/4"TExledorCop*5)161 AlrSpico 4 7116,Laminalcd;(t)Loaa of3Ne•HS Glass wim.p9W PVB huaruycr PRODUCT REVISED G$ 11 Laminated LO.13f1W T ExledorCap+3IV AkSpaee+711t;Laminated;(2)Lftm orViV HS Glass Wth.030•So Wadeyer 3}WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK, ets complying with the Florida G8A t'LaMaatedLG,:fWTExtcdorCap+&I6A1rSpaao+7/18•Laminaled;(2)Ulcsof=*HSGtasswM.0gv1SGWadayer PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL IF UNIT IS Bullding Code 1:+7 7116'Lamnated:(2)L9cs of 3H8'ANN Glass vAN.090"SG Intodayar INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS NOA-No. 17-0420.12 07A WIV Lomhratcdr(2)Lan of f/41 ANN Glens vAd1,090°SG Wedayer DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.IX AND 2X BUCKS Expiration Date 02/1712020 G0 P Laminated LG,:$110•T Extedor Cup+318'Air Space+7116'Laminated;(2)Ute¢of 316'AATI Glasa V41h Aeo"8G Inledayor (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER GIIA V Laminated LG,:1W TExtodor Cap+We-Air Spaea+71161 Lamfriated;(2)Utes ofYlW ANN Glass with.09VSO Intedaycr LOADS TO THE STRUCTURE,BUCK DESIGN AND INSTALLATION IS Miam- m a ro,uct Control •ANW-ANNEALED THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF •HS"=HEAT STRENGTHENED RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL, 'f°=TEMPERED ® GENERAL NOTES.............1 "PVB•••.000•wrRYTRosiFOL Pve BYKU)1 AYAME ICA INC.NC. 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS ^SG•=.o90°SENTRYGtAS�BYkuRARAYAMERICA,w EXAMPLE ETAILSS.,,,,....4.5 REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS,,,,..,.,,-,6-1 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION, ANCHORAGE.....................8-14 DESIGN PRESSURE RATING 1MPACTRATiNO DESIGN PRESSURES.......6.8 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS 9EE rALILEs 1,2&3 oN RATED FOR LARGE 8 SMALL INSTALL DETAILS..............15,16 NOT REQUIRED,IF USED,NON-SHRINK,NON-METALLIC GROUT, t I I t t 1 I r SHEETS e,7&6 M111331LE IMPACT RESISTANCE ELEVATIONS..-,,.-ES.........15,16 MAX.1/4'THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY `0 QNY LYNyVM PANEL!SILL TYPES.,.,....,17 SUPPORT THE ENTIRE LENGTH OF THE SILT.THAT IS NOT coD5s/s7ANDARDSUSED; CROSS SECTIONS............18,19 sa''•.,l�,' •2017 FLORIDA BUILDING CODE(FBC),STH EDInoN PARTS LIST.......................20 THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF .2014 FLORIDA BUILDING CODE(FBC),STH EDITION SUBSTRATE IS WOOD,30i/FELT PAPER OR MASTIC IS REQUIRED ^*: No.68705 •ASTMEI3IK)-09 EXTRUSIONS....................21.22 BETWEEN THE GROUT AND WOOD SUBSTRATE,ORASAPPROVED •�q`,� ,}��,, .ANSIIAF8PA NDS-2015 FOR WOOD CONSTRUCTION BYTHE AUTHORITY HAVING JURISDICTION. *ALUMINUM DESIGN MANUAL,ADM-2016 - 0•', s6T(TAA .AI vrc�SI S70D-12 f070 TECHNOLOGYDRIVE a,nvroxTE .Arsc36o10 AvEriNa7a GENERAL NOTES AND MAP041)480-1600 '',�t''' °�oRlon,.• ems• Ce R O AUM.crazed SERIES 770 ALUM.SGD-LM IMPACT �''SS,ONAL ENG` JR 0405117 C UPDATED TO FDC 2017,R&L4SFATAOLES 1,2 3&q 11 f t 111117 � AI�La141�1re aNeD�lalD d�� � �! •22 POT013JR NTS w" A LYNN MILIER,P.E. PA#58705 EXAMPLE CONFIGURATIONS CONrIGURAT IONS NOTES: 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","Je,"Kw"OR"Ke INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN DE NOM,PANEL WIDTH NOM.PANEL WIDTH PXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 �• PER TABLES 1-3 CAN BE OAP• 2)90°&135"CORNER CONFIGURATIONS CAN BE A COMBINATION r OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT 1 g MAX.UNIT / D i e 3)FOR NOM,PANEL WIDTH,SEE TABLES 1�. HEIGHT / t ' HEIGHT PER TABLES 1� jffl PER TABLES 1-3 / i "X"=OPERABLE PANEL, I °O"=INOPERABLE PANEL, Pocrcer j a POCKET °p°=POCKET DETAIL LETTER At�.-_'W'-WOOD OR METAL INSTALLATION 1-PANEL — 2-PANEL W "c"-CONCRETE INSTALLATION 1 CONFIGURATIONS CONFI TIONS 12 � {SHEET t MAX,UNIT WIDTH MAX.UNIT WIDTH LO WIDTH=NOM.PANEL WIDTH-7" NOM.PANEL WIDTH NO .PANEL WIDTH D HEIGHT=DOOR UNIT HEIGHT-10.125" PER TABLES 1-3 to ER TABLES 1 3 i' PAN EIGHT DOOR UNIT HEIGHT-1.866' t 7+---� -�•�r--i -sir---� 112, J i � Iq� I MAX.UNIT 1 ID Iw ing UNIT Is to /D I Q HEt UNI t to 1 j g H HT u la y PER TABLES I3 PE TABLES i q .1 POCKET I g I POCKET j 44 3-PANEL CONFIGURATIONS NEL CONFIGURATIONS —r�r JD PRODUCT REVISED d as eompt InD with tho Florida Ballding CCodd. NDA-No. 17-0420.12 MAX.UNIT WIDTH MAX.UNIT WIDTH Expiration D.to 02/17/2020 NOM.PANEL WIDTH c NOM.PANEL WIDTH AGN A Dy PER TABLES 1.3 1 f3 PER TABLES 1-3 3 Mfam Da roduct Con rol Is s to to ' 1 i o w MAX.UNIT MAX.UNIT SEE HEIGHT 19 / No HEIGHT PER / .THIS PER TABLES 1-3 / i TAB PER / / SHEET. `1111itiiurrr 7 - ' I°�N �? o POCKET 1 m CXTERIOR t 3 � �.••''I.ICENSP•:�(`���. 5-PANEL CONFIGURATIONS 3 = :` No.se>as 3 „ CORNER,TYP. Z(OUTSIDE CORNER SHOWN, g71k,INSIDE CORNER SIMILAR) �p s TE - f tclz t070 TECHNOLOOYORNE MVEVIMFL3427s EXAMPLE CONFIGURATIONS '�, SI F?�R.... •G�[� ` fleet/raat00o „* - S7ONAL EN��•� JR �l 5/r7 ��C NO CHANOE$7H13 SHEET CUM OPAUM If1978B SERIES 770 ALUM.SGD-LM IMPACT •r 4 r r I i I I I"� J RY.n04 oexn• eOamwKromn m eww"�°' °'� xa.ee A.LYNN CALLER,RE. JR 10/f0114 ,w rs sco-no NTS 2 22 PGT0130 C RE.05e705 EXAMPLE CONFIGURATIONS MAX.TESTED UNIT WIDTH= CONFIGURATIONS NOTES: 55.7/18"@ 98"HEIGHT 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 3 355-711 @ 120"HEIGHT ~—'� POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL"JW,"Jc","KW'OR"Kc`INSTALLATION. NOM.PANEL WIDTH ® c C PER TABLES 13 3 t tz' EXAMPLE:4PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION CAN BE OXXXP. 9 t is J I { 2)90"$135°CORNER CONFIGURATIONS CAN BE A COMBINATION MAX UNIT 7 to s t t 10 a ca s OF ANY 2 STRAIGHT CONFIGURATIONS, HEIGHT, t s to 1:3 i � 3)FOR'NOM.PANEL WIDTH,SEE TABLES 1-3.96"OR 120" k "X°=OPERABLE PANEL l PocKEr i 6 '0"=INOPERABLE PANEL, IL IL-L—Jil _s\f � °p"=POCKET 6-PA4EL CONFIGURATIONS` DETAIL LETTER MAX.UNIT WIDTH >s V=WOOD OR METAL INSTALLATION t "e=CONCRETE INSTALLATION NOM.PANEL WIDTH t 3 t to LSHEETNUMBER PER TABLES 1-3 �t t is t o J to DLO WIDTH-NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125' MAX.UNIT is t 3 t iy eN PANEL HEIGHT=DOOR UNIT,HEIGHT-1.866' HEIGHT PER TABLES 1-3 { � POCKET' � B 7-PANEL CONFIGURATIONS PRODUCT REVISED as comply(n9 with the Florida EuildinE Codo NOA-No. 47-0420.12 MAX.UNIT WIDTH Expiration Date 02117/2020 NOM.PANEL WIDTH ® so yy 6y'PER TABLES 13 t '! i' Mlam a ro uc Con ro 1 1 Iw 1U i iW tc { I � MAX UNIT t t3 is o to t i Q°a q HEIGHT t 1a t t t9 is i`� g PER TABLES 1-3 / / / I i l i++ i till �+ ,1 / / 'vP AX LYN1 ;Y 8-PANEL CONFIGURATIONS a W ,J t s '>k No.58703 ' 10707ECHNOL0GY0I+NE '�••. EXAMPLE CONFIGURATIONS '�.,�S+S;�F�9R!Ra.•,•'G��,� m oa avt7 c NO CHANGES THIS SHEET. 47M.OFAl77H.M29236 SERIES 770 ALUM.SGD-LM IMPACT �'+,ONAIII L IEN tt colrm ..'r Ant M"'w — A.LYNN MILLER,P.E. JRr 10/10/f4 aeti O SGD-770 NTS 3 s 22 PGT0130 C P.E.M705 I LAZING DETAILS G3, G3 G4 G4A, G5&G5A 7116"NOM. 7/16"NOM. 1"NOM. 3116"HS GLASS 3/16"HS GLASS 3116"HS GLASS 090,PVB 090"PVB 090"SG— 3116"HS GLASS 3/16"IiS GLASS 74 3116"HS GLASS 74 318"AIR SPACE 74 62 82 3116"T GLASS 83 EXTERIOR 314"NOM. EXTERIOR 3/4"NOM. GLASS GLASS $24.127 d 314"NOM. BITE BITE GLASS EXTERIOR BITE so � a --{ a9 79 54 54 65 7/1 "LAMINATED GLASS TYPE G3 7/16"LAMINATED GLASS TYPE G4 1"LAMINATED I.G.GLASS,TYPE GS 9/16"NOM. 9/16"NOM. 1"NOM. 114"HS GLASS 1/4°HS GLASS 3/16"HS GLASS. .090"PVB 090"PVB 090"SG 311 G"I IS GLASS 114"HS GLASS 74 114"HS GLASS 74 6116"AIR SPACE F3/4�NOSM 82 B2 114"T GLASS PRODUCT REVISED as eom tying with the Florida i3 Building Coda 314'NOM. 3/4"NOM. tl NOA-No. 17-0420.12 EXTERIOR ���5 EXTERIOR GLASS 124127 Expiration Date 02117/2020 BITE By! ..ram f EXTERIOR I-,ri roduet Con o a 79 54 54 i 55 9/16"LAMINATED GLASS,TYPE G3A 9116"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A GLAZING NOTES: :7};' NO. A p NN"=ANNEALED _ — "HS"=HEAT STRENGTHENED — SEE SHEET 15 FOR SPACER DETAILS."T`=TEMPERED S ` — "PVB"=.090"TROSIFOL PVB BY KURARAY AMERICA,INC. m707ECNNOtOGTORIVE o."ta.x �O� A TA 0 tv� VENE,FL "SG"=.090"SENTRYGLAiPBYKURARAYAMERICA,INC. AIIC Is34276 GLAZING DETAILS Yi��ls''•FCORIDP•.•''���a 'ri` °oa u5n7 t NO CNANOES ifOS SFlEt7 CERT.OFAIM,B29I68 SERIES 770 ALUM.SGD-LM IMPACT ��,S ONAL _ r i+ JR 101104 cbamu nua « � DSO 770 SNTS 1 4 e 22 0"7 PGT0130 a C A.LYP E#507055 P.E. GLAZING DETAILS(G6, G6A, G7, G7A, G8&G8A) 1'NOM. 7/16"NOM. .1"NOM. 3/1 G°ANN GLASS 3/16"HS GLASS 3116"ANN GLASS .090"SG .090,SG 3116'HS GLASS .090"SG 3/16°ANN GLASS 3/8"AIR SPACE 74 3/16"ANN GLASS 74 3/6"AIR SPACE 74 3118"T GLASS 3/16'T GLASS 82 _ 03 83 s RIo 3/4"NOM. 3f4"NOM- t24.,27 3/4"NOM. GLASS 124-127 GLASS GLLTSS a Bin EXiERo 917E EXTEROR a98 < 70 79 64 55 56 iZ•_ 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1"NOM. 9f16"NOM, 1"NOM• 3/16"HS GLASS- i!4"ANN GLASS 3/16"ANN GLASS .090"SG 090"SG- 3/16"HS GLASS .690'SG 74 3/16°ANN GLASS 5/1G"AIR SPACE 74 1/4"ANN GLASS 8/16"AIR SPACE 74 I 1/4"T GLASS 114"T GLASS PRODUCT REVISED D2 as complying with the Florida { 83 - 83 Budding Code 3/4"NOM. NOA-No. 17,0420.'12 314'NOM. EXT_ e�roR GLASS t2h127 3!4•NOM, Expiration Oate0211712020 t24.127 GLASS a SITE BITGLAES tly SITE « EXTERIOR Mldm Dad&Product Con rel EXTERIOR / , I a, a 7f1 7U t 64 65 56 1"LAMINATED I.G.GLASS,TYPE G6_A_ 91W LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE GSA GLAZWG NOTES- "ANN"-ANNEALED rro :� �901 �^ "HS'=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. ��0,�'•. ' j 'T"=TEMPERED t67o7EctrHotoaroalve 'PVB"=.090'TROSIFOL PVB BY KURARAY AMERICA,INC. GLAZING DETAILS �'�,�d'6......... 0 N.vDNNce,Ft 34,76 ' "SG°=.090"SENTRYGLXEPBYKURARAYAMERICA,INC. Ieatl4ao-feao ,,," 4r�NALE �� " CER7,OFAUM 02WSo SERIES 770 ALUM.SGD-LM IMPACT JR O4�, 7 C NO CHANGES THIS SHEET, oormmsoxon m4r"9°rt — — a..tytis -- ALYNN MILLER,PR, w.nln:we° cnaow a,x naromua"ccs ua SGa710 NTS 5 d 22 PGTO130 C F,.Eu6870 •JR IWfWI4 .vcam+nalen'tevrn TABLE 1: TABLE IA., Design Pressure(DP)and Anchor Quantitles Required, Maximum DP for all sizes: SIII Height to Max.(+)DP (for all approved configurations on Sheets 2&3) +601-60 pef (Water Infiltration Rating) For comer estragel anchorage on 90'or 135'comerunits,see sheet 11 (May be Wilted by jjbLa IA) SIII Riser Height (+)Dosign Door Unit Height (Flat or Box,see Table applies to Glass Types 3, so, 84° 90•: Sheet 17) Pressure.pat 3A,5,5A,7,7A,8&8A and 69.7/8'DLO 73.7/8"DLO 79 7/8"DLO 85.7/6'DLO Flush-1-1/2" see note 3 the Stlle/Aslrolal Types shown Low-2-112." +48.67 below. Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C D A B C D A 0 c D Medium-3.1/4" +60.0 High-4° a Sill C4+1 +1 C4+1 +1 + G1+1 CM1+1 CA+1 C4+ + G1+1 C4+ C71+1 CA+t Gl+ CR+1 24" DLO Jamb 8 a 8 B 8 8 8 8f e B B a 6 8 g SEE NOTES 1 3 P-hook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+87+B 7+8 7+8 7+8 7+8 7+8 7+8 HeadlSlll 04+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 04+14+1 04+1 C4+1 C4+1 CA+1 C4+1 C4+1 231 0L0 Jamb 8 6 8 a 8 a 8 BB 8 6 a P-hook 6+7 6+7 8+7 6+7 7+8 7+8 77+6 �7++8 +8 7+B 7+8 7+8 7+8 HeadlSNl Ci+} CAN C4+1 01+1 C4+1 C4+1 C4+1 C4+14+Y 1 01+1 C4N C40 C4+1 C4+1 - 36, LO Jamb a a 6 8 6 B 8 a6 8 a a 8 8 o. P-hook 6+7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 +8 7 7+B 7+8 7+8 7+B 7+9 OH LENGTH Iw Head/Sill CAa1 Cgtt 04+1 G4+1 CAN G+1 C4+1 C4+14a1 C4+1 + + +1 C4+1 c 42' DLO Jamb a 8 8 8 8 8 8 86 8 6 8 8 8 8 z P•hook 6+7 B+7 6+7 6+7 7+8 7+8 7+8 7+6 +8 748 7+8 7+8F7+ 7+8 7+8 41" HeadfSitt C4+2 U+-2 C4+2 01+2 C1+2 CA+2 CI+2 CA+24+2 CA+2 C4+2 C7+2 C4+2 CA+2 2 �jl OH R/1T10 2 1 4V DLO Jamb 8 68 8 8 10 8 8 20 ❑ P-fiook 8+7 6+7 6+7 6+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 748 7+8 7+8 7+8 7+8 0 FOR EXAMPLE ON USING TABLE,SEE SHEET 8. NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL, OH HEIGHT 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 TIME 4°SILL,POSITIVE WAVER OP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. NOM.PANEL WIDTH-7" 3)4',3-1/4"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= PRODUCT REVISED BE USED WHEN THE DOOR IS PROTECTED BYAN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" as complying with the Florida ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. Building Code 4)SEE SHEETS 10.14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL-HEIGHT= NOA-No. 17-0420.12 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866' Expirotron Dato0 2/1 712 0 20 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLIEV. By „w Mlnm-Da roduct Con rol Interlock P-hook Lockstile @Jamb StralghtAstragal Lockstile @ 90"Astragal Lockstile @ 135'Astragal Lockstile @ Assembly Straight Astragal Assembly 90°Astragal Assembly 145'Astragal Standard Stiles StandardStlle Standard Stile Standard Stile Standard5dle Heavy-duty Stile Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile oEryl I-- ta---•• Standard Astragal OutsideCome�r�1 Outside 4Carne, a-••• Corner �1ltnuuuri7� �1•••--•-' Inside ��� ar••- Corner Outside �' ��.'''�tGENS' Inside Comer Caner Q. F Part#60(Stile) Part H61(sli(e) ( Part#61(Stile) 1t-' No.8870,5 Part#119 Out.) Part#GO(x2) Part#60 Part N60 Part#60 part#SIB(Corner Parts#31  Part#GS � � •; �= i Part#67(Astragal) Part#120(In.) _ Receiver) (Corn.&Fxd Mount) _ 1070 TECNNCLL:GYDRIVE d.{a.s ��T•''. pA�� ••��`` N.VENlCE Fl,3(27rt DPANDANCHORAGE �i;�S •'•�ORIDP,•'���; C WIT,OFAUTIL MA7 _ SERIES 770 ALUM.SGD-LM IMPACT s'� Aii JR e4eWI7 C REVISED TABLE Y. a,.m o.m Cr aro wb: COMW,romrr s++u+we ems,: t^we r++:+va. r'°e A.LYNN MILLER.P.G ✓R fW10/t4 ,"u°;L P° SCano NTS B d 22 POT0130 C P.E6se7os i 1 TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes;a601.60 For comer astragal anchorage on 90"or 135'comer units,am sliest 11 (May be limited by Table 2A) Door Unit Mom Table applies to Glass TypCS 4,4A, 04° 8" !16" 102" 706" 11' 1 120` - 6,6A,7,7A,8&0A and the 69-710"DLO 73.1 •DLO 9. 8 DLO 718"DLO 1 91.7/8'DLO 97-fl6 OLO 103.718•DLO I WS-Val CLO Elite/Aslmgai Types shown below, Anchor Group Anchor Group Anchor Group Anchor Gmup Anchor Group Anchor Group Anchor Group Anchor Group A 8 C D A B C 1 D A B C D A B C D A D C 1 D A B C D A B C D A B C D • 8 Ell +1 C4+1 C4+1 C4+1 +1 C4+1 t1 C+ C4+1 +1 C441 C4+ C4+1 C4+1 +1 +1 G7+ +1 C4+1 C4+1 C4+ C4+1 C7+ +1 + C4+1 C4+1 C4+t C4+1 G6+1 C4+ C4r 24° DL0 Jamb B 0 8 8 8 8 8 '0 8 8 8 B 6 B a 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hooK 6+7 9+7 6+7 6+7 748 7+8 7+8 7+8 7+6 7+a 7+f1 7+8 7+8 7+0 7+8 7+8 8+0 8+8 6+9 8+9 B+9 6+9 B+B 6+9 9+10 9+10 8+10 9+10 oflo 8+10 9+10 9410 23' HoadlSill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C40 C4+1 c4+3 C9+1 CA+! C4+1 C4+1 C4+1 C4+1 30" OLO Jamb 8 B 6• 8 0 8 8 8 tl 0 e 8 8 8 B 8 10 10 10 10 10 10 10 10 10 t0 10 f0 10 t0 to 10 P•hook 0+7 0+7 6+7 ON 7+8 T+0 7+B 7+6 7+8 7+8 7+8 7+0 7+8 7+8 7+8 748 8+9 6+0 8+9 8+9 8+9 B+B 6+9 8+0 9+10 BNo 0+10 9+10 9+10 fl+10 9+10 8+10 Head/Sill C4+1 C4+1 C4+1 04+1 G4+1 C4+1 C4t1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 36° DLo Jamb 8 8 6 8 8 0 B 0 8 B 8 6 B —8 —8 8 10 to 10 10 10 to 10 10 10 10 10 1S- 10 10 10 10 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+B 7+8 7+8 8+D 8+9 B+9 0+9 8+9 8+9 8+9 8+9 9+f0 9+}0 8+10 9+f0 8+30 8+70 D+70 9+10 ' 36' Hoodl6111 C4+1 C4+1 C4+1 C4+1 C4+1 GD+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 04+1 C4+1 G+1 C4+1 C4 I C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C6+t C5+1 C4t1 C4+1 a 42" 010 Jamb B 8 8 8 8 8 8 6 0 8 B 8 B B B 8 f0 10 10 f0 }0 10 10 10 f0 10 10 *Cr�2 10 10 Pdook 647 6+7 6+7 6+7 T+8 7+0 748 7+8 748 7+8 7+8 7+8 7+8 7+6 7+6 T+8 8t9 0+9 6+9 8+9 0+9 8+9 8+9 8+9 9+10 W10 8+10 9+10 9+10 HoadIS01 t:4+2 04+2 ti4t2 C4+2 G1+2 G7+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 04+P CA+2 CO2 C4+2 C4+2 C4+2 C4+2 C4+2 CB+2 C5+2 C4+2 04+2 C5+2 C5+2 C5+2 CA+2 C5+2 48` 0Jamb e 6 8 8 B 8 0 8 tl B B B 10 B 8 0 10 10 10 10 10 10 10 1072 10 10 10 10 6+7 6+7 6+7 7+0 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+6 7+8 a+9 8+D 8+9 8+9 6+9 B+B -B+B 8+9 9N0 9r10 0+10 9+10 8+10 Haad/SBl C4+2 C4+2 C4+2 04+2 C4+2 C4+2 04+2 C4+2 C4+2 C442 C4+2 C4+2 5S+2 C4+2 C4+2 04+2 64' DL Jamb 8 8 8 B 8 6 8 8 10 e B 8 10 B B - 8 P-hook 6+7 B+T 6+7 67 7+8 7+8 7+8 7+8 +8 7+8 7+6 7+8 7+8 7+8 7+8 7+8+8 Not available in these sizes IleadlSill C4+2 C4+2 C4*2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C•1+2 C4+2 C4+2 C4+2 C4+2 60" p Jam B B 0 8 8 8 8 8 10 6 0 0 10 B B 0 Pfiook 8+7 6+7 6+7 6+7 748 7+8 7+8 7+8 7+8 7+8 7+0 7+6 7+8 7+8 7+8 7+8 NOTES: FOR EXAMPLE ON USING TABLE,SEE SHEET 8. DLO WIDTH= ' 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114"SILL. NOM.PANEL WIDTH-7" 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: DLO HEIGHT= POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Helghtto Max.(+)DP DOOR UNIT HEIGHT-10.125" (NEGATIVE PRIES,UNCHANGED).SEE TABLE 2A. (Water Inl0iratlon Raring) 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 PANEL HEIGHT= SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (Flat or Box,sea (+)Design w DOOR UNIT HEIGHT-1.866" POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psi x OH RATIO 21 AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS shoat 17) z QO PRODUCT REVISED NOT RATED FOR WATER INFILTRATION. Flush-1-112" see note 3 0 es complying with the Florida Building Coddo 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMA710N. Love-2-1f2' +ge,e7 NOA-No. 17.0420.12 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, Medium-3.1/4" +60-0 Expiration Date 02/17/2020 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE Hlgh-4" +60.0 OH LENGTH INSTALLED. SEE NOTES 1-3 OH RATIO=OH HEIGHT ryljam�a� pg roduct on ro 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. Interlock P-hnok Locksllle @ lamb Straight Astragal Lockstile @ 90-Astragal Lockstile @ 13S'Astragal Lockstile,@ Assembly StralghtAstragal Assembly 90'Astragal Assembly 23;Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duly5tile Heavy-duty Stile IleavydutyStile Heavy-duty Stile Heavy-dulyStlle Heavy-duty Stile r(.-. Standard Astragal Outside Cotner Outside Comer , Corner Ow7ffL n.,6.m>au � Inside �—� LYN/y Corner Outside �� Z 'i Inside Corner Corner Pad,• I tGENSF �(���� Part D6l(Stile) Part t161(Stile) Par L#119(out.) Part#61(Stile) ? t No,5B706 •� Part 7461(x2) Partg6l PartN62 Part U62 Part 4118(Corner Parts N31&q32 Part p61 Part g67(Astragal) Part 11120(In.) Receiver) (Corn.&Fxd Mount) =-U rt��T: ✓1/�:1070N.VE RA10 FT YDRI VE o—� � '•, S A E OF DPANDANCHORAGE %,t<` '•FtoRtDP..•'(s+r/+ao-repo5 JR' o4man7 C REVISED TABLE 1,HEMCVFAEXAMpLE. OER7.OFAUTIl..r1911e SERIES 770 ALUM.SGD-LM IMPACT ;�NAL I�N amn~Des ours CavvnCMoaMI mbMN.t ems: same ow>\rai A"r JR 10/10J74 roravnuara�ra we. A.LYhD41h41�.).ER P.E. ,u Ax ns tessR,en - SGD-770 NTS 7 a 22 PGT0180 C pL Y 58705 1 r I TABLE 3: TABLE 3A^ Design Pressure(DP)and Anchor Quandtles Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP For corner estraga)anchorage on 90'er 135'comer units,see sheet 11 (May be limited by Table 3A) _ (Water Infiltration Rating) Door Unit Hel ht SID Riser Haight Table applies to Glass Types 4,4A. Ech 84^ Sir 96" 10Y 108". (+)Design (Flat or Box,see 6,6A,7,7A, 8&BA and the 73.7/8'DLO 79-7/8'aL0 /8"DLO tit-!e^ O 9Y7/8"DLO Sheet 1%) Pressure,Psi Sille/Astragal types shown below, Anchor Gro AnchorGroup Anchor Grou Anchor Group AnchorOro Flush t 17)" see note 3 B C D A B C D � C D A B C O Dasi n Pressure +1-90.0 per -82.6 sf +. s Low-2-112.' +46.87 j 24, 17' Head= 04+1 C4+1 C4+1 CA+1 04+1 04+1 Cq+1 C4+i CA+1 (:4+1 C4+1 C4+7 C4+1 CA C4 CA+1 C4+1 C4+1 2 4+i C4+1 04+1 C4+1 C4+1 Medium-3-1/4" +60.0 (} DLO Jamb 8 B 9 6 8 a 004+1 0 8 8 8 8 8 8 0 8 10 10 10 10 10 t0 10 t0 High-4' +90.0 P-hook 6+7 1 6+7 1 6+7 1 6+7 1 7+8 1 7+e 1 7+B 7+e 7+0 7+01 7+8 1 7+8 7+8 7+8 7+8 1 7+8 8+s a+g a+9 e+9 8+9 8+9 8+g 8+9 SEE NOTE$1-3 } Dastga Pressure +/-go.0 r +/.82.6 sf +/-70,0 PSI ` HeadMill C4+1 C4+t 04+1 C4+1 C4+y CA+1 c4+1 Mq+1 CA+i C1+1 CA+t C4+1 C4+t C4+1 ca+1 CA+1 C4+1 C4+1 C4+t Ca+1 c4+1 04+1 C4+1 C4+1 � DLO Jamb 8 8 8 8 8 8 8 B 10 8 8 10 10 10 10 10 10 10 10 P•heok 6+7 6+7 6+7 6+7 7+g 7+B 7+g 7+8 7+0 7+9 7+8 7+8 7+8 7+8 7+8 7+8 8+9 1 8+9 I 8+9 1 8+9 a 1 8+9 1 8+9 1 a+9 Des n Pressure +1-90,CA+0 f +/-82.6 psi +/-75,0 sf 36„ 29° Haed/Si0 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 1 1C4+1 C4+1 C4+1 I C5+1 C5+1 Gi+1 C4+1 C5+i C5+1 C4+1 04+1 C5+1 C5+1 C4+1 C4+1 •�Ai DLO Jamb to g 0 B 10 g 8 8 10 8 8 8 12 10 1 B 1 8 12 10 10 10 10 1 10 1 10 10 5I P-hook 6+7 6+7 1 6+7 1 6+7 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+0 1 7+8 1 7+8 1 8+9 1 8+9 1 8+9 1 8+9. 840 8+9 8+9 8+9 8+9 1 849 1 0+9 8+9 iDe sigon Pima Ufa +/.g0,0 psf +/-82.5 psf +1-76.0 sf OH LENGTH �+— �, 35" HeadlSill C4+2 C4+2 04+2 C4+2 C4+2 01+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 CS+P C5+2 C5+2 C6+2 C6+2 C5+2 C6+2 C5+2 F- DLO Jamb 10 6 8 8 10 0 0 B 12 10 8 9 12 10 8 a 12 10 10 10 12 10 10 10 z P•hook 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 8+9 8+9 8+9 3+9 1 8+9 8+9 8+9 i g+9 8+9 6+9 (i+9 8+9 8+9 8+9 8+9 1 8+9 DaslgnAressure +/-gA0ps1 SeenoteA oat +1-82,6 sf +/-75.0 sf I OH RATIO Z 1 48- 41° Hdod1S51 C6+2 C5+2 C4+2 CA+2 C5+2 CS+2 05+2 C6+2 C5+2 C5+2 C8+2 C5+2 C6+2 C8+2 +2 C6+2 C8+2 cfi+2 C5+2 C5+2 C6+2 06+2 C5+2 C5+2 2 I , DLO Jemb f0 8 0 8 12 10 8 a 12 10 8 8 14 12 8 B 14 12 10 1D 14 10 10 10 O I P-hook 7+8 1 7+8 1 748 1 7+5 1 8+9 1 8+9 1 8+9 1 a+9 8+9 1 6+8 1 8+9 1 8+9 0+10 9+10 10 s+10 9+10 9+10 9+i0 9+10 9+10 9+10 9+10 9+10 1 NOTE A:+/-90.0 PSF FOR GLASS TYP 4, A,6,BA,7A,8&BA;+J-87,1 FOR GLASS TYPE 7 NOTES; EXAMPLE ON SHEET 9 t OH RATIO c OH LENGTH i 1}POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL, DLO WIDTH OH HEIGHT 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 48.67 PSF MAX.WHEN USING THE 3 1/4"SILL,POSITIVE WATER NOM.PANEL WIDTH-7" 1 DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCIMGED).SEE TABLE 3A. DLO HEIGHT 3)4".3-114^AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DOOR UNIT HEIGHT-10.125" PRODUCT REVISED MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN as comp[yIng with the Florida TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA Bulldlna Codo BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. PANEL IIEIGHT= NOA-No, 17-0420.12 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. DOOR UNIT HEIGHT-1.866" Expiration Dato02/1712020 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. Mla I-Ord u7 t c'tra 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. i Interlock P-hook Lockstile @ Jamb StratghtAstragal Lockstile @ 90-Astragaf Lockstile @ 135"Astragal LackstIle @ Assembly Straight Astragal Assembly 90'Astragal Assembly 13S"Astragal Heavy-duly Stiles HeavydutyStile heavy-dutyStlle tleavy-duty Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tge Heavy-duty Astragal Outside comer,, Cor,,,side i 'P�yl �fgj_IIL Outside Corne C. �tuurrrr!/ ) InsldeCarnef Corner Outside ......... Comer Part 061(Stile) - Part#61(Shce) Part#119(Out.) part f161(Stile) iF No.5870.5 Part N68 gal) •' it Part#61(x2) Part N61 Part#6i Part'#61' Part#118(Corner Part N320{in.} Parts 931  Part#61 — — (Astra — ' Receiver) (Corn.&Fxd Mount) 1d7o TECHN0L0DYDRIIA? .; a.eeme �••' Ste lO��';'•[(yam' M MIM,FL 34275 DPANDANCHORAGE w%�iS '' oRlDa•,•' � .` °'°^ Pi�' CERr OFAU?h i7B7ad SERIES 7TO ALUM.SOD-LM IMPACT !S/YNA�I ENG��•� i JH a4N , C RSISED MBLE 3,ADDED FX mmr- i �; Cnuba Ous eonxvxrobr, s.�rrba,e rd. na.t FZQ a." A.LYNN MILLER P.E. 1 JR 10/f0114 ® SOD-770 NTS B a 22 PGT0130 C P.6xss7es Par�wiati 1 NO FRAME "9+10°P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE LRE AMB (g)p.H001<ANCHORS, SEE°C5"CLUSTER MAX.UNIT WIDTH DETAILS.SHEET 10 SPLICE IRED aQ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE —DETAILS, DETAILS, FOR ASTRAGAL NOTE, ERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C6° SHEET 10 FOR INTERLOCK 24'MAX.O.C. KETS CLUSTER,SEE THIS AND 48'NOM. DETAILS,SHEET 11 x x SHEET EE POCKET (10)P-HOOK _ PANEL WIDTH I-""`---- x x x x x x x B'MAX AMB MOUNTING I x x �x x x x x x x NSTALLATION, ADAPTERxxxx x HIS SHEET ANCHORS MIDWAY { 01 i--3°MAX.SHEET 14 BETWEEN P-HOOK4 PAIRS OF ANCHORS&AT 3" x=FRAME ANCH96" (TOTAOL8SFROM TOP& j 14•MAX.O.C, O fL ANCHORS 21'MAX.BOTTOM t o o UNIT ANCHORS) 1 ° HEIGHT O'C' PERJAMB 4.051" 8 MAX TO OPENING o +®I ®=P-HOOK EDGE OF POCKET SEE a ANCHORSx x (SEE JAMB $ i i®f 14°MAX.O.G ; DETAIL INSTALLATION i o ! �$� z DETAILS'JC'&'KC', a I I 1 RI O=P-HOOK BELOW) END PANEL SHEET 14&PART ®� lo I 1 %0 MOUNTING Y j ANCHORAGE DETAILS'J'&W, i h ! j-1 o 3'MAX. ADAPTER 2 x 24'MAX. (2 ANCHORS) SHEET 19 FOR I I 'ANCHORS X % O.C. P-f I00K .%��END PANEL '12-ANCHORAGE ANCHORS END PANEL .1' . xxx x x x x xx xxx . x' x x x 8°MAX. ANCHORAGE(SEE ANCHORAGE x x x x x . x ,+2, :+2' SKETCH BELOW) (SEE SKETCH BELOIN) �.,r `�'+2' —\—I, ANCHORAGE 9 yCENTERLINE 8°MAX.,TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2,04" 24"MAX. EXAMPLE'6-PANEL 2 TRACK 90"OUTSIDE CORNER-DXXIXXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 48"X 96"NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET 8) 8° SPLICE NOTE•: FF NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED ' 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 END PANELANCHOR EXCEPTION,rI'ANCHORAGE ONLYY, AS NEEDED TO ALIGN THE 1� 2)ANCHOR LOCATION SPACING FOR ANCHOR DISTANCE TO NEXT EXTERIOR 1 QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6 8: --CLUSTER TO BE— HEAD OCCURS SILL IF A SPLICE CENTERLINE OF 9 z4 o.c DR LEss 21" -�_ OCCURS AT THE P HOOK 48° o' INTERLOCK HEAD&SILL:8°MAX FROM FRAME CORNERS. MAX. PRODUCT REVISED NOM. USE SPECIFIED CLUSTER FROM APPROPRIATE O.C.PANEL SEE'C5'CLUSTER ae comp{ying with tho Florida WIDTH DETAILS,SHEET 10 TABLES,SHEETS U AT EACH INTERLOCK AND Dulldin0 Coda CENTENNE Of FIN PANEL STRAIGHT AND CORNER ASTRAGAL LOCATION, NOA-No. 17-0420.12 FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 6.64 PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR Expiration But 2M7/2020 "+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24',OTHERWISE ANCHORS ARE;NOT ADDITIONAL ANCHORS 24"O.C.MAXIMUM. REQUIRED AT THE m:BSPAN AS PER THE FIGURE ABOVE: 6"MAX By 3.5" M111am-Da product Control ° CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR U.C.(JAMBS),14"MAX.ANCHOR OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6.8. SEE 2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14• FRAME JAMB REQUIRES "+2"ANCHORAGE SEE"C5"CLUSTER END PANEL ANCHOR PAIR CENTERLINE CENTERLINE "C6"CLUSTER,SEE DETAILS,SHEET 10 ANCHORAG o DETAILS,SHEET 11 OF ERLOCK FOR ASTRAGAL HORS) (2 ANCHORS} MAX.g �. i • 4.051° i 3.5" ���t T�7/ o , _ �. NY LYN/y ,,� 1 �1 .• tCENSF•, � / CENTERLINE -i- CENTERLINE - CENTERLINE NO.58705 EXTERIOR +2"ANCHORAGE °+2°ANCHORAGE f OF PANEL b OF PANEL 3 OF PANEL 4 —SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS _ L t 4Y }e70TECNNOLOQYDliNE p""l''+"' r ST TE •F N.VENICE 34276 ANCHORAGE SPACING&EXAMPLE PLANS t�'••.!�cORlD1;,.••'� (04Q480.1600 t /j C A CENT.OFAUTN.X2=U SERIES 770 ALUM.SGD-LM IMPACT /�/0NAL�t�� JR 04A75(17 C CORRECTED EXAMPLE TO UPDATED ANGNOR VALUES mmrm�rrosoo amv~ ... cent: m.w°ro. ""r. A,��fAAh1ILL�i,P.E un.n 8r:Doer rxeoau D.Y, rroro cmnac BGD•770 1VTS 9 022 PGTO130 C P.E1758705 JR 10H0/14 w.Rcerr3AecTAvm .. GAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION DIAG. INTERLOCK-1-IF NEEDED- INTERLOCK-1 CONDITION,USE INTERLOCK- IF NEEDED 2.04° 4" CENTERLINE I CENTERLINE "CB"CLUSTER DETAIL) CENTERLINE - *24 1J5' EMENOR 6"DIAG. 7" 7' 3.5" 21" 1.75" - DIAG. MAX. O.C. j EXTERIOR 4' 2.04" 2.04' -i C� 21° f f6.64" MAX. EXTERIOR 3.5° EXTE�7RIOR 4'DIAG. 7„ EXTERIOR �-7' �3.6' O.C. �% 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL 6'MAX. 2-TRACK FRAME HEADISILL � 5.84" @ ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK Cad ASTRAGAL OR INTERLOCK - f RAC (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FR 2-TRACK 6*MAX. MB ANCHORS ARE REQUIRED,"C411 ANCHORS ARE REQUIRED,'C5') ANCHORS ARE REQUIRED,"C6') ANCHOR PAIR RACK ASTRAGAL ASTRAGAL OR SPLICE LOCATIO 6"DIAG. FRAME JAMB INTERLOCK--i IF NEEDED (NTERLOCK-j CONDITION.USE INTERLOCK- IF NEEDED .RIOR ANCHOR PAIR CENTERLINE I 3.5"E CENTERLINE 1 "06'CLUSTER DETAIL) CENTERLINE 3 6+ 2.04" ANCHORS MAYBE INSTALLED 21° EITHER IN THE EXT.OR INT. n 2•04' 4"DIAG. MAX. TRACK(INT.SHOWN) 4,0a. 4.08'. - Q.C. 1 I 2,04" NOTES: 5 64„ 1.ALL DIMENSIONS SHOWN ARE BASED ON MIN. �`I(RIOR 7 EXT�ERI 7, 4°DIAG. ExT_EnR1oR 3.5" ALLOWED, v 3-TRACK FRAME HEADISILL v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEADISILL 6'MAX 2.FOR MEAD SILL SPLICE (a�ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK, Q ASTRAGAL OR INTERLOCK �� LOCATI SEE SNC HORAOE A7 (USE WHERE 4 CLUSTER (USE'WHERE 5 CLUSTER (USE WHERE 6 CLUSTER r 3-TRACK FRAME JAMB P-HOOK SEE HEET9. ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,'C5') ANCHORS ARE REQUIRED."C6'5 ANCHOR PAIR PRODUCT REVISED ns complyIng with tho Florida (FOR SPLICE FOR SPLICED Dalldin0 Codo ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR FOR SPLICE ASTRAGAL OR CONDITIONS ONLY: NOA-No. 17-0420.12 INTERLOCK_ IP NEEDED ( CONDITION,DO NOT INTERLOCK INTERLOCK CENTERLINE CENTERLINE CONDITION,USE CENTERUNE )USE THIS DETAIL SPLICE LOCATION Expiration Data 02/17/2020 I I _ "CB°CLUSTER DETAIL) IF NEEDED -+ 3.5' - 3.5" 3.5" 7" 35" dDnml-D�duct control 2.04" 4"DIAG. 2.04" 4"DIAG. 2.04" z 'r 5.37'pIAG. 4"DIAG. 4.08" 4"DIAG: 1 2.04" ,�Illuulrgf. 44 EXTERIOR E ERIO IOR 7+ EXTER 7" 3,5" 3.5' ��``��O•t,1GEN N'n�''�� t1 n SC'•.l��� v 4 TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL V 4-TRACK FRAME HEAD/SILL (Q ASTRAGAL OR INTERLOCK (M ASTRAGAL OR INTERLOCK 0)ASTRAGAL OR INTERLOCK =rk No.86705 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,°C5") WITH&WITHOUT SPLICE CONDITION =�0 5�f )7, 1070 TECHNOL00YORNE °i '°" ��!a�•. F<oR10N •��; u vcNrcF F7.34178 ANCHORAGE EXAMPLE CLUSTERS S ''•-....... . lunl4eareao �,�S�G NG`�• �. CERT.OFAUlI M206 SERIES 770 ALUM.SGD-LM IMPACT :,rr I�AL AR 04A7:d17 C NO CHANGES THIS SHEET, Lo'mwnu7arl �+ °Aw° °Liw'N"1` aw: A.LYNN MILLER,P.E. °roan0 D1C SCO.770 NTS 10 r 22 PGT0130 C p,E1i 58706 JR 1011WI4 ,utmmrr.�rmm�ws 2.04" — 2.04"—► INTERIOR 2.04" INTERIOR 2.04" 1+111 ANCHOR _ INTERIOR INTERIOR 7" " ?4'DIAG. 4"DIAG. 8.947 - - 6.12" 6.12" 3.5" 3.5" I ERIOR INTERIOR 7" JNTERIO INTERIO$ 90° 3. " 90° 3. 1' 1 I_ CENTERLINE EX IOR TERtoa 4°DIAG. 4"DIAG. f OF PANEL 3.5"° 4" —� 3.5" 5" 4" "+2'ANCHOR 4 7" EXTR OR 4 2.04" 7' 2.04° EXTERIOR 2.04" 2.04° EXTERIOR 8.94" EXTERIOR 90'CORNER 90°CORNER 135°CORNER 136°CORNER 2.04" 4"DIAG. 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 3.5° I USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 0 CLUSTER _CENTERLINE ANCHORS ARE REQUIRED,"C4� ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4" ANCHORS ARE REQUIRED,"CO") OF PANEL 4.08" INTERIOR I NTERIOR EXTERIOR " "+1°ANCHOR "+3"ANCHOR INTERIOR 4" 3.5" INTE 90a 7„ 2.04" 4"DIAG. EXTERIOR 3,5" 4.08" 4.08° 7' CENTERLINE .37 0 G. CENTERUNE f OF PANEL 3.6" A" 4 OFPANEL 2-TRACK FRAME HEADISILL EXTERIOR E TX ERIOTE�vOR ALA °+2"ANCHORINTERMEDIATE ANCHOR LAYOUT XTERIOR 90°CORNER 135'CORNER - VIEWS 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL ('C8"ANCHOR CLUSTER REQUIRED ('C6'ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. PRODUCT REVISED an compiying with the Florida Building Co do INTERIOR ,6.12" '• I EMCR 2.04" NOA-No. 17-0420.12 2.04° ✓ 12,. 3.5° CENTERLINE PxPlrntlan Date 0 211 7/2 0 2 0 4° EXTERIOR 5.68" OF PANEL 13Y —� INTERIOR R71nmi-On r3�Contiol INTERIOR gp 3 13b" 04 "+3"ANCHOR 4" G �OW� 6.12' 3.5" 4 4 OI 6.12" T' TEX ERIOR 3.6" 4' Illnlrr 2,04" 7" _ 4"DIAG. ExTERI 5" 4" 3 5" 1 CENTERUNE ```�`��NY LYN4y����4 EXTERIOR 2.04" 90°CORNER 135°CORNER I OF PANEL `� aa� LICENSE••�(� �� Q'•' 4-TRACK FRAME BEAD/SILL 4 TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL No.08705 ('C8`ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) O. NOTES: omtnoR %�''• '��� 1•ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, f070 TECHNOLOOyDRIvc. 2.DETAILS DEPICTANCHOR QUANTITY AND SPACING,AND WOULD BE AVOIC4 Fi 34275 ANCHORAGE EXAMPLE CLUSTERS '.��s'• <oRlOn.. G���� IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. y411480.1600 — or 10m °, ° CER7:0PAV/H.A'2M8 SERIES 770 ALUM.SGD-LMIMPACT r771Ij1 111 11T'� JR 005117 C NO CHANGES THIS SHEET. A• RIP cwrRmlrromv LYNM�1LLE !I a mknwa auk cn"e u"nmw rt"" o..n r.�"°+: ow voraaXamr:$nea SOD-770 NTS 11 d 22 P0T0130 C P.EN 587o5 JR 10/f0/!4 '�p'WA°11�°L� 1 INSTALLATION DETAILS EMBEDMENT-SEE TABLE A,SHEET t EMBEDMENT:SEE TABLE A,SHEET 1 EDGE DISTANCE: MIN,OF 3 THREADS BEYOND EDGE DISTANCE: SEE TABLE A,SHEET 1 EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 - � SEE TABLE A,SHEET 1 2-1/t6" 2-1/15"• 2-1J16"' NOTES: EXTERIOR 1/4• _ 1/4• 114" 1,ALL DIMENSIONS SHIM eX ET RIOR 4= SHIM EXTERIOR SHIM ON MMAX. MAX, AIN.ALLOWED. EMBEDMENT: T I N� - i 7 2.METAL ORWOOD SEE TABLE A, —1 u I t SUBSTRATES MAY BE SHEET 1 USED FOR ALL FRAME WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP. SMS ANCHOR TYP., TYPES PER TABLE A, W000 SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES SHEET 1, NO T SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 'DIAGONAL O.C.IS jEjN 2-TRACK FRAME HEAD 6Eh 3-TRACK FRAME HEAD da 4-TRACK FRAME HEAD MIN 4"(HEAD&SILL) V%-v7 WOOD INSTALLATION WOOD INSTALLATION Cw METAL INSTALLATION OR G'(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,SHET 1 SEE &TABLE A.SHEET i NOTE 3,SHEET 1 SEE &TABLE A.SHEET 1 NOTE 4,SHEET 1 .SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHET NOTE S, NOTE 5, THE METAL SUBSTRATE SHEET 1 ( SHEET 1 (114"MAX,) _.. . 1 (1/4"MAX.) it e:n s s i EXTERIOR I ExT_ E_ �j� — EXTERIOR EMBEDMENT:SEE 4 a TABLE A,SHEET 1 2-1J16"' 2-1/16" EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,9HEET 1 SEE TABLE A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEda 2-TRACK T 1 SILL 3-TRACK FRAME SILL WOOD INSTALLATION Ew WOOD INSTALLATION Fw M TILL EAL INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 PRODUCT REVISED no eompiyylnQ with tho Florida EMBEDMENT:SEE Dulldln9 Coda NOA-No. 17-0420.12 TABLE A,SHEET 1 —� EDGE DISTANCE: Expirotlon Date 0211712020 SEE TABLE A, METAL TYP.; EMBEDMENT:SEE SHEET 1 TABLE A SHEET 1 —y EDGE DISTANCE: SEE ANCHOR Mla - a ro uet an rol EDGE DISTANCE: SEE TABLE A, NOTE 4,SHEET 1 2X WOOD SEE TABLE A, 2X WOOD SHEET t TYR,SEE ANCHOR� SHEET 1 TYP.,SEE ANCHOR NOTE 3,SHEET 1 NOTE 3,SHEET 1 2-1116" SMS ANCI(OR TYP., SEE ANCHOR NOTES WOOD ANCHOR TYP., 2-1/16"` &TABLE A,SHEET 1 SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3 &TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS I I I 111 &TABLE A,SHEET 1 EXTERIOR � Y I y l� EXTERIOR I EWO EXTERIOR BE O D THE \ �%\ l , NN �i -+-1 I+— '—._S f L ��C�e iM"MAX.SHIM UCENS (`t� 1/4"MAX.SHIM --�f-+— V SUBSTRATE - 1/4"MAX,SHIM — I+— 11 ; No 59705 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB (iw WOOD INSTALLATION WOOD INSTALLATION Iw METAL INSTALLATION =?1 yy tam7Ecxrral.DDraRn� •:D,p•. srdt�� 1�:.�w�c a ry0 J1Jr iao-r 78 ANCHORAGE DETAILS ..ORION..` ceRr Dr nulN rmme SERIES 770 ALUM.SGD-LM IMPACT 'lS�ONAL ENG��•� JR D OW C .NO CHNJOEs THIS SHEEC CW'ip�l?o]rA NY,W}t C°vA: Gat `I (xnmer:wm ar o"rm p °i'Y�x' ,ere A.LYNN AfILIE P.E. JR t0/!0/td ,°uirit ns m m $GD-770 /ITS 12 a 22 PGTO130 C RE.058705 INSTALOATION DETAILS EMBEDMENT;SEE TABLE A,SHEET, EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: : EDGE DISTANCE; CONCR I E EDGE DISTANCE:SE EDGE DISTANCE 1,ALL DIMENSIONS TABLE A,SHEET 1- ONCRETE SEE TABLE A,SHEET 1_ _CONCRETE_ SEE TABLE A,SHEET I SHOWN ARE BASED PER I �� ER TABLE PER TABLE ON MIN.ALLOWED, A,S ET 1 2-1l16 h-2-1/18"• 2-1/,6•• _ SHEEf1 A,SHEETI '—�...-•:•:-,r.,.,.,...,, 1/4" •DIAGONAL O.C.IS '�'% •'�'•^•��� Mom• MIN 4^(HEAD&SILL) <] t i _ •Y"� SHIM OR 6"(JAMB)SEE EM TABLEFDME A, 1!4" - TERIon 1/4" EXTERIOR i 0&1DETAILS,SHEETS S TABLE A, MAX. MAX. (� -SHEET 1 SHIM SHIM `+- PROPERLY SECURED 1X CONCRETE ANCHOR P., PROPERLY SECURED IX CONCRETE ANCHOR TYR, 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, CONCRETE I STALLATION sc CONCRETE t� AD ija 3-TRACKFE I S7,HEAD 4-TCK FRAME HEAD AL ION Ca RAME CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURE 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED IX SEE ANCHOR NOTES& WOOD BUCK TYP., EE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES 8 WOOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE 3,S ET 1 TABLE A,SHEET 9 ANCHOR NOTE 3,SHEET, TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEEANCHOR SE ANCHOR SEEANCHOR NOTE 6,SHEET NOTE 5, NOTE 5, 1(1/4"MAX.)l- _ - SHEET 1 - SHEET 1� j 1 1/4'MAX.) r _ =_ " • 1 (1/4'MAX.) F.XIERIOR EXT�IOR :., '.: EXl'ERIOe •;'.,';','; •'� 1 , ': 2-1„8�-Y 13 6"`:� CONCRETE PER TABLE EDGE DISTANCE: --CON RETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A.SHEEP 1 SEE TABLE A SHEET 1 PER AB E SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A SHEET 1 EMBEDMENT:SEE TABLE A,SHEET'1 A SI IEE EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT;SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL ah 4-TRACK FRAME SILL Oc CONCRETE INSTALLATION Ea CONCRETE INSTALLATION Fc CONCRETE INSTALLATION TABLE A,SHEET I !H` PRODUCT REVISED TABLE A,SHEET 1 as complyIn Wlth the Florida 0uiI inD Code EMBEDMENT:SEE NOA 17.0420"12 TABLE A,SHEET 1 -� EDGE DISTANCE; Explration Date 02/17/2020 EDGE DISTANCE: PROPERLY SECURED _ SEE TABLE A, EMBEDMENT:SEE ^�I ONC.ICMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP„ SHEET 1 TABLE A,SHEET 1 TYP.,SEE ANCHOR SHEET, SEE ANCHOR NOTE 3, �". Mfami�i�dp o uc`ControY <' EDGE DISTANCE; NOTES&TABLE A, -- PROPERLY SECURED SEE E A 2-1/16"• $HEFT, al SHEET 1 1X WOOD BUCK TYP., TABLE SEE ANCHOR NOTE 3, t GONG./CMU ANCHORTYP SHEETI SEE ANCHOR CONC.ICMU ANCHOR ? 2.1l16"' ROPERLY SECURED ?. NOTES&TABLE A TYP„SEE ANCHOR ,X WOOD BUCK TYP.,SEE CONCRETE NOTES&TABLE A, SEE ANCHOR NOTE 3; ;o OR CMU tt 7�i SHEET 1 CONCRETE t 11 t 1/11 SHEET i CONCRETE :.. OR CMU EX RIOR �': PER TABLE Fx I - OR CMU ;'' PER TA13LE _ �` "UCE..,, R OR II .RIOR ,7;•: _�RT'� A,SHEET 1 ���''�tCENSF (� �1/4"MAX.SHIM PER TABLE A,SHEET 1 V 4; , A,SHEET 1 1/4"MAX.SHIM -►I I-+- _ I No,587Q5 1/4"MAX.SHIM - I--•' `1k i 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB Gc CONCRETE/CMU INSTALLA ON He CONCRETEICMU INSTALLATION is CONCRETE/CMU INSTALLATION }070 TECHNOLOGYORryE a,m+mr ��T'•, 7E'-'" :',!(/�� N vErncr•,Fl sesT6 ANCHORAGE DETAILS '�,�5,''•F4ORIDP,. plrl49atan S+/0.....��G`�. 17 C NO UMSE$IIiISZE .SI CERr.OFAUTM*20296 SERIES 770 ALUM.SGD-LM IMPACT �r�r/1N 1110%t.� ur iroed"a mw eoftu romlr www,sc en,.e o•usmmm +w rt.K A.LYNN MILLER,P,E. JR •,0/f4 ,� „� &SD•770 1VT$ 13 d 22 POT0,30 1 C P,EJI 58705 INSTALLATION DETAILS NOTES: 1,ALL p]MENSIONS - FRAME JAMB SHOWN ARE BASED REQUIRED ATALL ; 2,693'MIN, -; ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT 't DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER r, SHEET ARE FOR C. WOODANCHORTYP., INFILTRATION CONCJCMU ILLUSTRATIVE SEE ANCHOR NOTES '':' ANCHOR TYP.,SEE PURPOSES ONLY.SEE EMBEDMENT: —`—''=- $TABLE SHEET 1 28 TABLE A,SHEET 1 FOR SEE TABLE A, A' ANCHOR NOTES& ALL APPROVED (ALSO SEE TYP. TABLE A,SHEET 1 SUBSTRATES. SHEET 1 28 ILLUSTRATION,SHEET 9) ' "'`"" ` 1-1/4"MIN.EDGE DISTANCE EDOE DISTANCE:SEE ;i •j'?;.=`; ;;i 1�•�' 1� EXTERIOR 3.SEE TAKES I-3, BLE A,SHEET 1 EMBEDMENT: y' `.�' x,: d T k .,'.,;•,,+ 28 ,TJI SHEETS 6.8 FOR j SEE TABLE A, ,`y',::;t `:,'::�,,'.;• ,�;,`;:•;•�,., P•HOOKMOU,NTING REQUIREDP•HOOK tr;.. exrEmoR SHEET 1 ;.'.';,' •:,,; :.1 ADAPTER CONCJCMU AND P-HOOK I PHOOKWOODANCHORTYP., n '• ''::'i'; •:. MOUNTING ADAPTER I SEE ANCHOR NOTES V P-HOOK c ;' ;. ANCHOR TYP.,SEE ANCHOR QUANTITIES. I ``$TABLE A,SHEET 1 CONCRETE OR ANCHOR NOTES&TABLE ALSO SEE EXAMPLE I EMBEDMENT:SEE A,SHEET 1 (ALSO SEE TYP, CMU MIN. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9, 1 ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9) ®P-HOOT(FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER >v PARTS 018,#20#22 OR#24, Jc PARTS#18 #20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT HOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES 1A,2A&3A MAY ALSO 8E 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 NOTE 4,SHEET 1; EMBEDMENT,SEE _ CONCRETE OR EMBEDMENT;SEE ADAPTER CON(,/CMU TABLE A,SHEET 1 MIN.OF 3 THREADS �— ADAPTER SMS+ CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE 1 ANCHOR TYP.,SEE A,SHEET 1 ;., - ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES ;..fit;. ,`., A,SHEET 1 SUBSTRATE &TABLE A,SHEET 1 I' ;" "i (ALSO SEE'TYP. r— D EMBEDMENT: e+••-`.. ..;,_:,, (ALSO SEE TYP. +.':: <•`r''•"': :` '�,•', ILLUSTRATION,SHEET 9 PRODUCT REVISED i ILLUSTRATION, SEE TABLE A. •, +. ..- ) aseomplyIng with thoPlodda EMBEDMENT: SHEET9) SHEET1 ,r':,:'I: :;.•:, i. 28 Building Codo j ;"�. NoA-No. 17-0420.12 SEE TABLE A, G'S DISTANCE:SEE .* +";'r j expltatlon Da_tc07J1712020 i SHEET 1 TABLE A.SHEET 1 "`'^": `','•` :r 1.114"MIN.EDGE DISTANCE - t 13Y 1-1 30 Mlam-o ~b Produot Contra P"HOOK SMS ANCHOR TYP., =� EXTERIORP•HOOK CONCICMU _ SEE ANCHOR NOTESVANCHOR TYP.,SEE E aR &TABLE A,SHEET 1 ANCHOR NOTES&TABLE (ALSO SEE �_� 2.693"MIN, A.6 HEET 1 2,693'MIN. ILLUSTRATION,SHEETT 9 9)) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 9) ®P•H001C FOR USE WITH BOX SILL RISERS ®P HOOK FOR USE WITH BOX SILT.RISERS tttulurl7r PARTS#19,#21,#23 OR#26, PARTS 1tl9.#21,#23 OR#25 `���•(��.......••N� METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR �tCENSF•,�(( , (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A$3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY N4'�» - .�as F� ' . ' 1570 rEc7wOLoarnRrvE •• Teo ' rc r� s94T75 ANCHORAGE DETAILS Fss F<.oRIDP,,••'���,� '0'647 MAIX OPAUrN.LISOUT SERIES 77Q ALUM.SGD-LM fMPACT '+DA1AL, JR 0•W5l1r C NO CHANOESTHIS SHEET• arm vm, r1,anM aoa c0pvm H70Mn aa.vw,t Om4 JR 10/1N14 � � h° rs� ALYNIJ MILLER P.E. ACCMG?97V.'l�VED 800.770 NTS 14 a 22 PGT0130 C P.E1160705 I ( CONFIG. EXAMPLES MAX.UNIT MAX.UNIT WIDTH WIDTH - _ - HEADER DETAIL'A', MAX. NOM.PANEL WIDTH SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3 1NTER(OR DETAtMS'Aw'&'Ac', WIDTH SHEETS 12&13 NOTES: __ ---- - -_ _ EXTERIORITA 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS ASAPPLICABLE.SEE DPIANCHOR PANEL P NEL TYPEPANEL CORNER DETATABLES,SHEETS 6.8 FOR MAX TYPE 'QS' AS' TYPE SHEET 19&CPANEL HEIGHT AND WIDTH.SEE g( ANCHORAGE SHSHEETS 18&19 FOR SECTION A NOM. 17MAX.UNIT DETAILS AND SHEETS 12-14 FOR MAX. /Y MAX- HEIGHT INTERLOCPANEL DLO PER 'M',INSTALLATION DETAILS. PANEL WIDTH TYP. HEIGHT TABLES 2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT 1' EE PER EACH LOCKSTILE,LOCKING INTO NOTE 2 TABLES 1-3 1-3 KEEPER(ITEM 103)AT FRAME JAMB ORASTRAGAL. ��LL.., r JAMB bETAtL'G31,SHEET 3)PLEASE SEE APPLICABLE X X 18;INSTALLATION DETAILS ASTRAGAL&INTERLOCK X X GaI&'Gd,SHEETS 12&13 COMBINATIONS PER DP/ANCHOR — TABLES. f fl0, DLO WIDTH-NOM.PANEL WIDTH-7' SILL DETAIL'D',SHEET 18; DLO HEIGHT=DOOR UNIT HEIGHT-10.126" INSTALLATION DETAILS EXAMPLE:90'INSIDE CORNER,4 PANELS-XXIXX PANEL HEIGHT=DOOR UNIT HEIGHT-1.866, 'Dw'&Ve.SHEETS 12&13 SILICONE HOT-UELT BUTYL STRUCTURAL SILICONE STRUCTURAL SILICONE --3110°NOM. SYOTHERS POLYISOBUTYLENE 1�4°NOM, FOAM WfTH DESICCANT Y - WITH DESICCANT EXT.GLASS EXT.GLASS II PH$M #10 X 1-1/2" PH SMS PRODUCT REVISED PH SMS Building itlndowfththoFlorida INT.GLASS INT.GLASS NOA-No. 1�7-0420.12 KODISPACE 4SG TPS +� SUPER SPACERONXT'"' ExPtrdgan�la 2H7/2020 - ALUMINUM Mlaml-OtId Prodac antra REINFORCEMENT pOLYISO- DESICCANT FILL AREA ` a BUTYLENE • 6n8°NON. PANEL CORNER FRAME CORNER 6/16'NOM. SF-AL BUTYL& SILICONE SEAL DETAIL DETAIL DESICCANT ROL4FORMEO FOAM sr mrss STEEL pCT.GLASS Part# Description Material EXT.GLASS �911f11r///� 124 Kommerlirlg 4SG TPS Spacer System 125 Quanox Super Spoor nXT with Hot Melt Butyl See this Sheet for —1NT.GLASS INT.GLASS • •." ; 926 Quanox Duraseai Spacer z No.58705 Materials tz7 Cardinal XL Edge spacer ns DIJRASEAL©SPACER in XL EDGE SPACER REFERENCE TEST REPORTS:FTL-B717,8968&8970 1 0,�'. 1070 TECHNOLOGYORNE °1°d°"' �i(� F<ORIDP•.•'• �� N.VEMCE FL SM76 PANCHORA DETAILS/EXAMPLE ELEVA TID , s•'• �. R.�..; CER7,OPAURL cuss SERIES 770 ALUM.SGD-LM IMPACT t t W%wa JR 04N5H7 C NO CHANGES THIS STEEL eoP�warreapn ywxmc sw sr�e A.Lym MRLEN P.E. JRF ,o f0/,4 Vw P0YOf0f'"o2oly O 60D•7TD NTS f5 a22 PGT0130 C REJr 50705 AtLNaHBRc9p1Y[e CONFtG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 /-'W.SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; '-y—INSTALLATION DE_TAILS'GW&'Gc',SHEETS 12&13_ HEADER DETAIL W,SHEET 18; MAX /FIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAtL'A',SHEET INSTALLATION DETAILS'AW&'Ac, DLO SHEET 18;INSTALLATION DETAILS'L7'& 1B;INSTALLATION DETAILS SHEETS 12&13 WIDT JAMB DETLATIO'.SHEET DETAILS'Gw'&'Gc', L2,SHEET 19 'AW&Ac`,SHEETS 12&13 T Yp, 18;INSTALLATION DETAILS SHEETS 12&13 90° -�'GvP&'Gc',SHEETS 12&13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANELFIA PANEL PANEL PANEL TYPE R' 'L' .0. A' TYPE TYPE a INTERLOCK DETAIL MAX. 'CS' 'QV � MAX N,SHEET 19 NOM. UNIT / UNIT 90'OUTSIDE CORNER PANEL � HEIGHT SILL DETAILNOM, / HEIGHT DETAVISIV,SHEET 19& / PER V.SHEET PANEL WIDTH TYP. TABLES CORNER ANCHORAGE MAX. PER SEE , TABLES 18' �•f- WIDTHTYP. / NOTE2, SHEETII DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER SHEET 15 1-3 HEIGHT SHEEP 16 DETAILS HEIGHT TABLES 1-3INTERIOR <1 a 'DW VDcUILX Ek1EMORO X X X SHEETS12 ILILJ WIDTHTYP. 3 , PER TABLES MAR•UNIT WIDTH 13 ��� MAX.UNIT WIDTH SEE FRAME& SILL DETAIL TY.SHEET 18; MAX.UNIT WIDTH -`J— C NETRUCTI R EXAMPLE:OXXX INSTALLATION DETAILS CONSTRUCTION DETAILS SHEET 16 .2-TRACK 'Dv/WOO,SHEETS 12&13 EXAMPLE'90°OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS'LT& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS 1w'& L2.SHEET 19� .-1 INTERLOCK DETAIL'M',SHEET 19 'Ie',SHEETS 12&13� HEADER DETAIL'C',SHEET 1 u HEADER DETAIL 18;INSTALLATION DETAILS J� AMD DETAIL'112',SHEET P-HOOK DETAit'J'&W.SHEET 'B'.SHEET 48; C 'C%W&'Cd.SHEETS 12&13 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DE7AIL'12',SHEET 18;INSTALLATION Hw&'Flc',SHEETS 12&13 Jc','Kw'&'Kc',SHEET 14 DETAILS'ew'&'Be', DETAILS'{w'&lid,SHEETS 12&13 PRODUCT REVISED SHEETS 12&13 an co nptytn with the Ftarlda MAX.UNIT WIDTH Bu8dln0 coca MAX.UNITWIDiH -y� NOA-No. 17-0420.12 j Expiration Date 02/1712020 PANEL PANEL m__________ . NEL i PANEL PANEL PANEL PANEL a ry TYPE TYPE TYPE TYPE _pn a roituci co"nCtoi TYPE TYPE YPE I a1, F F w MAX Mia ,R, .L, F,MAX.UNIT FI NOM. UNIT HEIGHT / / / & / A PANEL HEIGHT PER / / WIDTH TYP. / PER TABLES MAX SEE SEE MAX• PER TABLES 1 3 DLO NOTF.2, 1 OTE 2, DLO TABLES 1-3HEIGHT SHEET16ShtEET15 HEIGHT �.r�x✓ xX OX X { :��.• -uCEN3F'.C(��� I EXAMPLE:OXXXp- EXAMPLE:XXXO SILLDETAIL'F',SHEET18; z No.58705 SILLDETAIL`E',SHEET18;f INSTALLATION DETAILS 4-TRACK.BY-PASS) INSTALLALION DETAILS =-0; CC-=�'"�- �-TRACK,RIGHT POCKET) EtY&'Ee,SHEETS 12&13 FW&'Fe,SHEETS 12&13 ��00 S 1070 TECNNOLOGYDRNE R VgNlcP to e s EMMPLE ELEVATIONS CERT.OFAUTH42M SERIES 770 ALUM.SGO-LM IMPACT ' 'r'r /N q�,�tG { JR 04NNf7 C NG CHANGES fNIS SHEET. e.a a�as >t + -'- - A'" A.I.YNN MIUER P.E aOpaWl/CAtl a,nway, wm o„eee o, roraouytxeo a' soo-770 HITS Y(i a 22 P13T0130 C P.E.asa7os ; i PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL- ASTRAGAL ANT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXTCORNER INTCORNCR INTERLOCK INTERLOCK STILE W CKSTILE ASTRAL BOX IN BOX OUT BOX IN 90 LOCKSRLC 90 LOCKSTILE 90 RECEIVER OD RECEIVER BO RECEIVER 135 RECEIVER 35 RECEIVER TYPES OUT IN BOX W/HANDLE W/HANDLE W/HANDLEW/IHAND�LE W/HANDLE Wf HANDLE W/HANDLE W/HANDLE ""� wL� "ECC: ` � � a,z a119rr� afi,�tfii6 �1 anfi 4 1 a?�e a6 INT BLOCK �" F PP K /� f L TR TQ TC TA TV TIl!/ our SINGLE INTERLOCK ��- (�hi E P A c C f V V b/Q Sc CA S V SW IN tearour fedXcvl ME �- RR R S S / Fly FC FV FW EaorourJ NOXuvI LOCKSI.LE � I"1 A/{//// J J W/HANDLE �f (Eu%ouD ta�1M Uj ASTRAGAL / p PANEL NOTES: BOX OUT L!l a- Wl HANDLE RwXouN 1.SEE DP TABLES 1-3.SHEETS 6-8-FOR PANEL ASTRAGAL A/ SIZES 8 DESIGN PRESSURE. BOX IN I�1 LEFT 4 f INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF Yd/HANDLE - n°xw PANEL I�EXrERIDR PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS ASTRAGAL T U STILE V STILE AND ARE NOT AVAILABLE. In .BOX OUT 1nomomT moXo�O 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES PANEL"E'SHOWN,SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR CORNER RECEIVER INTERIOR (AND EITHER ASTRAGAL � / APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(0119)OR INTERIOR(t1120)CORNER J 80%w T V ASTRAGALS. 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES INrcORNER RT Cl (#61)ANDCORNERADDON(H31). 00 LOCKSTILE -J Wl HANDLE 4120 �"--.232' LIJ ExrCORNER SILL RISERS OPTIONS I. air z 9D LOCKBIILE QT QS .232" EXTERIOR Q WiHANDLEa1te EXTERIOR �(L� .062, PRODUCT REVISED n- tt6 23T .OBr V" Dullding lCondowlth tho Florida EDCT CORNER �Q EXTERIOR EMERIOR1�1 4.065" 9DRECEIVE:R ' CT CS C]—► ,062" 3.305, NOA-No. 17-0420.12 W/liIWDLB [(a•78�� p 2.665' Expiration Date 02/17/2020 AT AS OF II,, 1.66T wT CORNER a6, 9" it _!. ' U D o J062' � . _I. B '•'Y '-• �.•"' WAIiANDLE Mla -Dn P-duet Control EXr CORNER 9116 18.SILL RISER FLAT• 20 SILL RISER,FLAT 22 SILL RISER,FLAT 90 RECEIVER CF FLUSH,1-1/2" G 24 SILL RISER.FLAT LOW,2-1/2' OMEDIUM,3-1/4" OHIGH,4" 760" EXT CORNER VT VS ' F 7b6' 135 RECEIVER V r ��''��''''�� �+- EXTERIOR W/HANDLE a6 EXTERIOR EXTERIOR II I .7�' EXTERIOR .06r (1-i .08Y ANT CORNER '� V V T V VS (/I/F -�)—`, .906" /�, a `r 4.056". 35 RECEIVER fir' .D82' 3.306" �lttlu EEl/f WIFWNDLE a61 �1 pQ 062" I 1.607° � j LJL��II� .LfJ�L.'•fUl_ `��'� �'�ICENSF.�(��i TSIL- L R SER.BOXI' SILL RISER,BOX( ?3 II)SILL RISER,BOX / SILL RISER.BOX No.S870S 1� FLUSH,1.1/2' z, LOW.2-1/2" MEDIUM,3-1/4" 25 HIGH,4- 'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 g f E aFyV '�/Z' f070TECW01.00YDRNE '��s'••'.1•tPOftlna.,�'�� ` N. lMICA FLP 75 PANEL TYPES %irr S,�C. ..6N�'��• /rf 1fNAL11j It a ws CERT.CFAu7H,NOM SERIES 770 ALUM.SGD-LM IMPACT JR OLDlaH7 C NOGI4N0ES7111SS,1EET. callprWomv c.y w,ea see -7 a..eaw. a.e A.LYNN MILLER P.E. 9 P—W.. o.ro — po AM AM SOD•770 NTS 17 N 22 PGT0130 C P.EA 58705 JR 1WI0114 AUR7drnamolvo ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 108 FULL PANEL JAMB LENGTH 80 OR61 105 FULL LENGTH to L KPAR - 14 tog OF JAMB 75 107-1 17 ® 60OR61 .._.._. 60 OR 81 6 G3 18 _OG rr 6so OR 61 2-TRACK JAMB Lt j 2-TRACK JAMB (SHOWN { 6 SEE DETAIL G1 6°LONG 15 P�5� WITH FOR FIXED 196 W/RETAINER#106 OPERABLE PANEL CLIP g 113 MIDSPAN (SHOWN WITH PANEL) 80 FIXED PANEL TO I� LOvPA IT SEE DETAIL G2 THE INTERIOR) p yEXTERIOR tOS 113 758 t07-110 103 FOR FIXED i-LEXTERIOR v PANEL CLIP 516 fial112 04 18 17 //10 X 314' 123 FULL LENGTH \W 40 ws,X 3 OF JAMB 2-TRACK JAMB 2-TRACK JAMB EXTERIOR �7 XTER oR�OR 81 EXTERIOR CLIP q80 OR 11108 61 52 W/SCREEN --" V€— — EXTERIOR tj V LONG W/RETAINER 1117.3 ,�3-TRACK JAMB 3 TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB Qa 80 (SHOWN WITH - ((SHOWN WITH H2 {SH(WN WITH t1 (SHOWN WITH 12 {SFIOWN WITH MIDI lb OR 61 FIXED PANEL TO Sa `�e��OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) fvT EXTERIOR THE EXTERIOR) PIR THE EXTERIOR) THE INTERIOR) Il EXTERIOR 1?.1 SEE DETAIL ON SFIEE715 v 721 SEE DETAIL ON SHEET 15 17.1 SEE DETAIL ON SHEET 15 2 112 I 4 I .l 45 5 113 5 113 g 62 51 09 EXTERIOR EXTERIOR 69 EXTERIOR 53 PRODUCT REVISED as comPi in with the Floridn 4-TRACK MAX.UNIT Bwldln SHOWN WITH 2-TRACK W/SCREEN 3 TRACK N.,,d no o�e 17.0420.12 OPT.SCREEN FRAME HEAD FRAME HEAD FRAME HEAD HEIGHT PER TRACK TABLES 1-3 Expiration onto 02/17/2020 BY Miam ==Qt Con ro 853 69 80 09 EXTERIOR EXTERIOR '`� 52 61 720R 73 720R 73 72 OR 73 46 11 113 9 1g 11 11 I 48 47 c g EXTFRIOR112 G 6 113 113 t�`t1V11111111rr// or FRAME S&L SCREEN E FRAME SILL �FRAMC SILL `*� No.58705 -ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 13,SHEETS B-8 FOR DP(PSF)ASSOCIATED WITH STILE. iSlE, { r 6 ror"T' "�rFL34z sve VERTICAL SECTION DETAILS S ��RIDP �C���.� tsrl/aso-rsso r, ��'`s�0N AL JR 00611`7 NO CHANGES THIS SHF.EJ: NG�ti� CERT.OFAtrTM.C2M SERIES 770 ALUM.SGD-WINDOW-LMI C ctmy:o.w w o ors: CCVMYJrrofufr :.�nx c cox swr nmcnea, rw: JR 0112W14 roraouem%we A.IYNN nuLLER,F.E. ,,,,�,, pf, �-m vamoow NTS 18 a 22 PGTO129 C P.EX 537o5 ASSEMBLY DETAILS _. (SEE SHEETS 12-14 FOR FOR INSTALLATION.DETAILS) . 6 .41N1ERIOR 61 113 118 - -- 28 28 63 30 i1 113 27 26 27 103 "t-- -�-- 62 111 63 6D OR 61 60OR61 60OR61 —. - �:- - -- 26 74 .._. 66 20 120 05 65 6 0rEX�-ERIOR iitEX�TF_RIO� iti --.... flo° _ 82 62 EXTERIOR INTERIOR EXTERIORO EX O OR IN'R MOUNT)FLAT SILLS EE C)T.MOUNT ONLYSILLS (1-1 80° �t, i •IV6 v- Y �gRLOR 7pQ p LOCK PART BO OR 61 6 A 107A-R1 RAW,0 81 75&107-11 ifia INTERLOCK _ C - 14 113 . %M. %LEXTEWOR 119 113 _ ITEM#61(HEAVY-DUTY tt3 t03 t1s TENOR + STILE)SHOWN,ITEM#60 (STANDARD STILE)ALSO ®Lt WITFf STANDDARR>I A6 80 L2 WIITH HEAVY-DUTY STILEVY-DUTY&�M&GAL $@1 Nt 2 TRACK M CO NER 90°INSIDE CORNER APPLICABLE,SEE TABLES �,NV2-TRACK SHOWN 1.3,SHEETS"FOR DP EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (PIP)ASSOCIATED WITH (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED STILES' TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 4 INTERIOR PRODUCT REVISED as com 1yIng with the Florida 31 OCK PARj Bulldlog Coda 6 ti 10•1 BOA-No. 17-0420.12 4 INTERIOR INTERIOR Expiration Dat oO /17/2020 135° 5 5 4 - -^' ' -- --1,,, Mla _ a ro uc Coatro 7 11 136° 14 6. 61 32 103 61 I 32 ,2 y9KIFRIOR 81 ``111ti 111 Ill//// 11 6 v R�D 31 103 61 Ex roR 14 7 135°INSIDE CORNER :��a�.•'' �tceNSFQ/,' 07 2-TRACKSHOWN 135°OUTSIDE CORNER =tr +70•68705 Ot 2-TRACK SHOWNUVE 1070 o N. HORIZONTAL SECTION DETAILS CORNERS rECHAEVOYD "SS�o ORID E�G�� // NAL " JR JtMW17 IR';Fl No ci+auo6s nits sar-.Er. CERT.WAUTN.D28Y86 SERIES 770 ALUM.SGD-LM IMPACT _.� _._ _ ccvvRomoxn s.esc°a,r ate« r.e JR otoli0H4 c� urrvlam.=Wd. I.W. NTS 19 d 22 a� PGTOISO C A.LYP.Ei6�05 P,E, Item POT pGT# Description Item POT PGT# Description NOTES: Dw .# Dwg.# 1)ALL ALUMINUM=6063-TB 1 17305 W7306 - 2-TRACK HEAD - - -60 17325 017325 IPANEL STILE 2 1T308 017303 2-TRACK HEAD WITH SCREEN RAL Of 17326 617326 PANEL S7ILE(HEAVY W TY} 2)ITEMS#33.34,66.59,66,78,8Mfl9, 3 17309 et13D9 3-TRACK HEAD 62 17327 617321 WTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE 4 R312• o173t2 4-TRACK HEAD 63 1225 UTP24e 11ANYL BULB WSTP•_TNN ONSIDE UMRLDCK) NOT PART OF THIS APPROVAL, 5 17314 817314 FRAMESCREWCOVER 64 1729 71729 SILL END WFAjHERSTRWPAO 6 17317 (317317 FRAME IIEAD/.AMD ADD-ON 95 17328 017328 NTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES 7 17304 6173M 2-TRACK SILL o1 17329 017329 aSTRaGAI. MIN,#10 SMS OR 3116'MASONRY 8 1T301 817301 2-TRACK SILL WITH SCREEN RAIL 80 1733q 817339 HEAVY Ol1TY ASTtAGAL ANCHORS @ 24-MAX.O.C. 9 17307 01730I 3-TRACK Slll 69 17824 517324 TOP&BOTTOM RAIL t 10 17310 017310 4-TRACK SILL TD 17350 417350 WEATHERSTRIP EXfENSpN(NJEC170N MOLDED) it 173f3 @17313 FRAME S017AACK INSERT 71 1895 71695 t-Ire)( FINSEAL OUSTPLUGS 12 17316 617315 FRAME SILL SCREEN ADDON(SEE NOTES) T2 0153 78163K TANDEM ST.STL ROLLER ASSY. 13 1731t) 617310 FRAME SILL SCREEN ENDADD-ON(SEE NOTE 3} 73 0163 78153N TANDEM NYLON ROLLFR ASSY. 14 t1305 017305 2•TRACKJAMB 4 SILICONE OOW899-OOI�V•995OR0E-7700 15 t7302 617302 2"1RACK JAMB WRN SCREEN RAIL 75 0185 1 78185X GEMNI MORTICES-PLY DUAL LOCK WA.ONO 7Tt0A PLATE j 16 17303 01 T306 3.7RACK JAMB -.. 70 71032X1FPFX 01032 X i"FL SS SCREW W/TYPE"F"TIP 17 17311 817311 4-TRACK JAMD 71 1 7103239 1032 STEEL ZINC UNLIT I 16 17M 617322 SILL RISER-FLAT,FLUSH,iAT 79 17357 617357 1'IG BEAD 19 17319 017319 SILL RISER-BOX FLUSH,1-Ilr 60 11359 017359 7116"BEAD/FDED PANEL CLIP 20 17321 417321 1 SRLRLSER-FIAT,Low,2-tor _91' 17360 017360 9/10"DEAD 21 17318 87318 BILL RISER-BOX LOW,2-1/2" 82 1224 —'6fY247K VOWYL BULB WEATHERSTRIP 27. V355 617356 GILLRtSER-FLAT,MEDIUM,3.1/4" 63 61745 1 1745 LOWE INC,11r)KV16-6GLSIOEAOH.TAPE,POLYETTT. 73 17354 017M 501 RISER-BOX MEOUM,3-114' Ica S052 48052 ROLLER ADA HOLE PLUG 24 11323 OtT32:f SILL RISER-FLAT,HIGH,4" 101 72007 JAMB BLAWrJt 25 11320 017320 SILL RISER-BOX HIGH,4" 102 lase 71690 DUST PWO 20 17333 617333 POCKETP•HOOK 103 else 78708X 1'KEEPER ' 27 7070 676M iNEOPRENESULBWSTP FOR P-HOOK 104 on 7SOKEEP SCREEN LOCK KEEPER 20 17334 817334 POCKET P•HOOK MOUNT 106 17344 017344 FOEO PANEL CLIP-0"LDNG 29 17335 6f7335 P•HOOKCOVER 100 17352 617352 FUED PANEL RETANER-Ir10" 30 t7348 617349 POCKET P-HOOKFORBOXRISER IOT 1739 71739 HANDL Klr-NTFRIORRAISEOWO!411 MO TURN 31 17378 017370 135 CORNETR 100 1TA0 71740 HANDLE KF"RABEO EXTERIOR HANDLE 32 17370 017370 ji35 FDED MOUNT 189 1131 78162SN HANDLE KIT-RECESSFO NTERIOR WITH THUMB TURN ED REV UCT IS ITEMS 4063 ARE SCREEN PARTS: i10 t732 78178 HANDLE KTr-RECESSED 17GERIOR PULL PROD eomUCT with ISplyin Florida 40 4319 612258 SCREENSIDERAD.-LOCKSTILE _FF 710X14PPSDAX91OX314'PTI;PN.TEK.&S. Dutiding Code 41 7LOCKWGSK SCREENLOCKSET 119 1235 07S10 WS1P,,210X.170-FOJStAL NOA-No. 17-0420.12 42 41818 SCREEN KEEPER SPACER SIT 113 1712 84088 T8 X.230"FNSEAL Expiration Date 0 211 7/2 0 2 0 43 8152 48162 SCREEN INTERLOCK ADAPTER 114 710Xtt5PPX 010X1-11r ^'"_ 44 4420 04428 SCREEN DOUBLE 141MLOCK 115 71WPT 810X1" By MIumT=Da� r uc�on m 45 4317 012256 SCREEN TOP RAIL Ila 72max 414.20X1'3 .S.' 48 4318 012257 SCREEN BOTTOM RAIL 117 726X1129 91420X 1-112"S.S. 47 668 . 7SRAZ STANDARD ROLLER 118 Me 017336 90 DEGREE CORNER RECEIVER 48 868 7SRAX STANDARD ROLLER-ST.STL 119 17337 017337 90 DEGREE OUTSIDE CORNER ASTRAGAL 49 1 4344 64344 SCREEN ASTRAGAL 126 17336 8117338 90 DEGREE INSIDE CORNEA ASTRAGAL ' 50 17349 617349 0)01 SCREEN ASTRAGAL ADAPTER t23 17352 fit7352 Few PANEL RETAINER,TO 51 1692 61692 SCREEN SPLINE-.185" 52 1694�61694 SCRFEN 8PLINE-.16W \1L1L1 I,till, 53 61816C20 SCREEN CLOTH 54 1725 1/2"X 4"X 1/10'SET,81.00K,NEOPRENE 05 N-6 ��'��'•.,10ENSF �(///��/ 55 1726 l'X4'X1/lS'SET.BLOCK,NEOPRENE 85 H-5 No.58705 S 40 1070TECHWLOGYORNE OwWrc `�T rE F ;'7U N.VENICE,FL$1f76 PARTS LIST �i,Crs '•''LOR10N,••' (94fJ4B0.1600 "k ._...-- •,�/`SzONAL JR 0,W5n7 C NO CHANGES THIS SHEET; CERT.OFAU7M VXN SERIES 770 ALUM.SGD-LM IMPACT 1j1f111f1011` am,n ,axe wee 0w0 m wrroamr terxaet saw ae.p rm rus JR 10/1WT4 OPar V==ry ® SOD 770 IVT$ 2D o1 22 PGTO130 0 A.LYP E MILLER,RE, 1.36' 1.30° 0.080" ijuj 1.872"1 1 2�11" 1 Ci05° —J 0.081" 1.019' 0.082" 0,081" 0.0- 102-TRACKHEAD to 4-1RACICSILL SCREEN (6063-T6 AL) (6063-T8 AL) 40 STILE 6,198" (6063-T6 AL) 6.069" 6.198" ..----.�- 8.528" ' --T 0.0601, 1.046" UL—i I 1.893" ti 0.062° 0.081" O2-TRACK HEAD W!SCREEN TRACK O9 3-TRACK SILL 0063-TEAL 14 2-TRACK JAMB 45 SCREEN (6063 TB AL) -- ( ) O 6063-T6 AL) TOP RAIL ( (6063-T6 AL) 2-TRACK JAMD W/ 7.105' 6 221° 16 SCREEN TRACK —7 0.080" (6003-T6 AL) 1.36" 1.211" —►I 1.36" --- 1.993" 0.081° L 0,062° 03 3-TRACK HEAD OB 2--TRACK SILL WlSCREEN TRACK 0.081° (6063-T5 AL) (6063 T6 AL) 45 SCREEN BOTTOM RAIL (6063-T6 AL) 9.142' 0.081" I1 4,49' 0.080" —� PRODUCT REVISED fil1.506' 7.106" as eomplyin with the Florida 1 211" gullding Coro 17-0420.12 y NOA-No. —� 9.141" Expiration Oato02117/2020 0.081" O4 4-TRACK HEAD O2-TRACK SILL (6063-TB AL) (6083-T6 AL) Mlam-Pa Prot net on ra n6� 0,162' 0.532" 0.760"1. 0.080° I 1.516" 1.990" ttlUurfirr OFRAME HEADMAMB SCREEN M- AME SILL SCREEN FRAME SILL SCREEN `���l�Q.• """•.,/Ifj���i ADD-0N 12 ADD-0N is END ADD-ON 10 3-TRACK JAMB C�• �IOENSF''•7!_ (6063-T6 AL) (6063-TB AL) (6063-TB AL) (6063-T6 AL) E—.-I REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS �*; No,58705 4-TRACK JAMB OR 3/16"MASONRY OR 3/16"MASONRY 17 :-0: It SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24'MAX.O.C. (6063-T6 AL) )p ;�t f�1 �,�'•, 37A 10M TECRNOI.OGYORNC- owrsmx ���(� '•.�XORIOP,, ���� N.vENrcE FLs1M EXTRUSIONS S ''•• (811)4BU jib '''S�ONAL LNG�� o„ a.m nr. Cr-RT.oratmt 4Q920 SERIES 770 ALUM.SQD-LM IMPACT f "� ` JR ;4VWT C NO CWNGC3 WiS Sf il7n 6"m+m"'+r B— rx.r a...ugk ra. A.LYNN NILLER.P.E. om+nN:mw cme+a ww mr�n+�' d 22 PGTO130 C P.E.0 Was JR to/10/1q atfvaxraxE, sco-no NTS 21 1 0.718" *08W - 2,304" 3.802" 1 3.802° 0.752" ( 1 " 2" L L -1 0.885" 0,574" 0.796"0.0620.062° 0.233" 0,082" 0.264" 0.075" P-HOOK MOUNTING P-HOOK SCREW OSCEW COVER 11 TRACK zs P-HOOK as ADAPTOR ze COVER OA80" 3D P•HOOK FOR BOX RISER (6063 T6 AL) (6063-T6 AL) (6063 TB AL) (6063-T8 AL) (6063-TB AL) (6063-T6 AL) 4" .155` -- - 4" --- 2.30' 1.488 1.739"--y 0.080" 0.062" 1.303" 0 " 1.600 0.133" 1.600 0.062° .080" 1.870° 1.888" 0.325" 1.974" 3.125" 3.126' 127J" INTERLOCK INTERLOCK 31 135°CORNER 32 135°FIXED MOUNT 60 STANDARD STILE D1 HEAVY DUN STILE 82 D5 (6063-T6 AL) (6063 T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER (6063 T6 AL) (6063 T6 AL) • -- 3.979" � 3.979" . I 4126" -..-_ -� 1.060" P045"0;3 150" 1.050, �- 0.076" 0.075' 1.645" 0.062" 1.304" 1.645" 289" 48 s.045" 3.25° �- .045° -P•��-- 0.126- 0281° -+- GLAZING 7/16"GLAZING 9H6"GLAZING D7 STANDARD ASTRAGAL ee HEAVY DUNASTRAGAL s9 TOP/BOTTOM RAIL 7e eo Dt PRODUCT REVISED 6063-T6 AL ( ) O( ) O BEAD 03-T I.G. BEAD,FIXED BEAD ( ) 6063-T6 AL 6063-T8 AL 6069 TB AL PANEL CLIP 6083-TB AL os eomplytng with tho Florida ( ) (6063-TEAL) ( ) NOA-No.Oono 47-0420.12 1,003° j 031 Expiration Data 02117/2020 Or 4" `I 5,621" I 671am-Dad Prod uet Control 7" �0.080� 0.050" FIXED 0.709"toy 28fl3" 0,133" PANEL CLIP . 1 498. 0.133" 1,498" (6083-T6 AL) �0.883� 0.080" 650" FIXED PANEL 61 j=f0.7C9" 123 RETAINER,7!8" tzo 90°INSIDE CORNER ASTRAGAL Y LYNN '•, 0.080" --II� (6063-T6 AL) 2.826" 119 90°OUTSIDE CORNER ASTRAGAL (8063 TB AL) t1D 90°CORNER RECEIVER (0063 T6 AL) FIXED_ PANEL No.58705 1 RETAINER.9/16' (6063-T6 AL) (6063-T6 AL) = 1070 TECf1NOL00YONNE �O sTA r 0 ' N.VENICQ.FL34278 EXTRUSIONS � (P4f)4B0-f600 rak �i� tORIOP.•'' \�'� . cErsr aF tuTu.maas0 SERIES 770 ALUM.SGD-LM IMPACT f'�%r`,S70NAL JN Mfl C NO CHANC[S 7NfS SHEET. eo"rndxroamr aw,,fwt a°"" rm.e a."amm. ae AL1fIrIVMLLLEf'L ur•v.r.• wx�w arm f'o*mnuammt wa a9 8GD-770 NTS 22 a•22 PGTO130 C P.C95D705 t JR fO10114 ,warcx�sasvrvro i