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WS-13-2715 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-203911 Permit Number: WS-12-13-2715 Scheduled Inspection Date: December 11,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: HEGEDUS, IRENE Work Classification: Door Replacement Job Address:550 NE 102 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060171041 Project: <NONE> Contractor: TRITON WINDOW DISTRIBUTORS Phone: (305)716-4900 Building Department Comments KIDDING DOOR REPLACEMENT 2 OPENINGS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 10,2013 For Inspections please call: (305)762-4949 Page 12 of 21 f Shores Village DEC 08 2013 �n� IZl Building Department BY: 1 IM50N.E.2nd Avenue,Miami Shores,Florida.33138 1 ' \n Tel:(303)7954%Fax:(305) 756A97Z INS@ECTION'S pHt)NB NCIMBE11:t 76 FSC 1-3 BUILDING Permit NO. PERMIT APPLICATION Master Permit No.w S 2 715 Permit Type: BUILDING ROOFING JQS ADDRM. 850 NE 102 STREET City:. _ mi;S . County: Zap' 33138 Foliotpatcel#: 1 1 320601 71 041 Is the Building Historically DeslguateI: NO X T local Zone: NO OWNER:Name(Fee Simple Tidebolder):IREN.E HEGEDUS Phone#:306-975-0979 Address:550 NE 102 ST City: MIAMI SHORES Stater s Zip: 33138 Tenan0 essee Dame: _ Phone# Email: IRENEHT2009@GMAIL:COM CONTRA Company Nam;ame: TRITON WINDOW DISTRIBUTERS Phone#: 305-71,64900 Ad dress: 8888 NW 24 TR City: DORAL State. FL gip; 33172 Qwlif£er Name t E-E S#I.1 i��A /9t C.c��s°T l�rr Phone#: State Certification or Registration#; -Certificate of Competeacy#: CeniactAhonem S05 11(0— q 00 Ema5.4ddnesa: ��rOt.6 �'tlz:rtOt��e(�cauD�C'.�6-� MS i GNER:Archkeettlingineer Pttt�ne#: Value of Work for this permit:$5300 Squareli hear Footage of Work:: /-9 a Tye of Work: IDAddidson UAlte ion LaNew GRepair/Replaee DDemolition l scription of Work: SLIDDINC DOOR REPLACEMENT-2 OPENINGS Color thra Submittal Fes:$_.. .`,�,�Pennit fee$ CCF$ CO/CC$ Scanning Fee$ _ Radon Fee$ DBPR$ .Bond$ Notary$ TraInkWfEducatio n Fee$�Ted i no!W Fee$ Double Fee$ Structuwce!Review$ TOTAI.FEB NOW Dt7E$, 4 d Bonding Company's Name(if applicable) Bonding Company's Address City State zip Mortpge Lendees Name(if applicable) Mortgage I.Andees Address. City Stag Application is hereby made to obtain a permit to do the work and installations as indicated. I.certify that no work or installationn has. commenced prior to the issuance of a permit and that all work win be wed to mea the standards of all laws regulating construction in this jurisdiction. .I amend that a separate permit muse be secured for ELECTRICAL.WORK,PLUMBING,SIGNS,. WELLS,POOLS,FURNACES,.BOR.ERS,,HEATERS,TANKS and AIR CONDITIONERS,.ETC..... OWNER`$A.FVW iVff- I certify that alt the lbregoing information Is accurate and that all work will be done in compliance with all applicable laws regulating construction and aoniftg. `WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF CONMENCEM ENT MAY RESULT IN YOUR PAYING TWICE FOR EMPROVEII�ENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCINGo CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMNIENCOWNT ' !Notice to Applicant: As a condition to.the law me of a.builxling permit with an estimated value exceeding$25M the applicant must promise in good faith that a copy of the notice of commencement andconstructiort lien.law brochure will be delivered to the person whose property is subject to aft achment. Also,.'a eert#ied copy of the recorded notice of commencement trust be posted at the fob site for the first inspection which occurs seven f7)days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged rI ..:> Signature Signature Owner or Agent Contractor TThe foregoing'i estwmena was aaknovwledgg�ed:before the Ttwlbmgoing i t wars aolmowledged ber'bre the this day.of / ,Zt1_&.,by X7er%Alr ._1 , day of ,ZO _ .:`by ._� who is personalty lmown to me or who has produced--l-L- who is ersonal,y kno o the or who has produced. As'dentiftcation and who did take an oath. as identification and who did take an oath. 1`tUT U I I NOTARY PUBLIC +P , , 2o;a �eo,� NICOLE ACOSTA *�c Notary Public-State of Florida t lE Si y Comm.Ex ire 3,2015 Aga: "FAIN Of FW* Commission#EE 76877 Ct 'n Is,2016 Print: ni. try Assn. 19 My C ssion Expires: y Conission E Ttab Donal Notary Assn. APPROVED BY v Planes Examiner Zoning Structural Review Clerk {Reviser!3112aDl4g4wised 07l1 (Revised%qW0 4)(Rovin d WO) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 ACOSTA, ALEJANDRO TRITON WINDOW DISTRIBUTORS INC MIAMI 72ND AVENUE FL 33166 osA AC;#• 6,49 62-5 2 Congretulationsl With this license you become one of the nearly one million itg gTg38 AND,• Floridians licensed by the Department of Business and Pro fessional Regulation. GUTATION Our professionals and businesses range from architects to yacht brokers,from %:•_, . Y SI boxers to barbeque restaurants,and they keep Florida's economy strong. , L Ct'1+ 1 :5138 /7�t�/3.2 000000000 Every day we work to Improve the way we do business in order to serve you better For information about our services,please log onto www.myfloridalleense.com. ,z` C• F $)1 r TY CONTRACTOR There you can find more information about our divisions and the regulations that i a;, .� 3T Impact you,'subscdbe to department newsletters and loam more about the ` :, : 2dl�t 'I4' $t7TflR INC, Department's Initiatives. • �, NRACTOR'. Our mission at the Department Is:License Efficiently,Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. ! �; T$•;, gRT=8'Y un<Lea.:te psoviaione•nf.Ch;489 8e Thank you for doing business In Florida,and congratulations on your new license! �< f. E 4§ion date: &U 3i, '207A ,120Z11IIII517 DETACH HERE THIS DOCUMENT HAS A COLORED . ACS + .' 7, qv Of FLO#lD �` D TA, P E' y1 ULATI ON T Tf" RY Ii EST SO SEQ#L12071100517 .:i♦ ..i..< .s NBs `07<,1 �0: :Q,�OOQ'�0 �SUC.1 `5• ;' *: �f•• • wf ' �w Vritter thy: il6vi0ioiis d ,1C a, = .-.%.- Sxpiratioa date: AUG 31, 2014 t, ' a � s Y.gA' •.�.r' tt b C ; T iR C0*T8 ids: i�I 1 RS D5001 W 721 V xn q x MIAMI FL 33166 at IE OTC ° .. r f; KEN LAWSON QO'9$� OR �, SECRETARY DISPLAY AS RE00IRED BY LAW DATE(MMMONYYY) CERTIFICATE OF LIABILITY INSURANCE 11/13/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policypes)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). �pN�r PROWLER NAMEACT Amtrust Insurance Group PHONE AI o 8100 SW 81 Drive,Ste 280 Miami,FL 33143 PRODUCER Phone (305)275-0810 Fax (305)275-0890 INSURER(S)AFFORDING COVERAGE NAIC 0 INSURED INSURER A: Granada Insurance Comparry Triton Window Distributors,Inc. INSURER B: Ascendant Underwriters,UC. 8888 NW 24 Terrace INSURER C: Doral,FI 33172 INSURER D: (305)559-9800 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ISRR POLICY TYPE OF INSURANCE POLICY NUMBER M LT MiD LI P LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 Q COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 100,000 ❑ ❑ CLAIMS-MADE D OCCUR 0185FL00009330 MED EXP(Any one person) $ 5,000 A primary and non-contributory 05/11/2013 05!11/2014 PERSONAL&ADV INJURY $ 1,000,000 ❑ GENERAL AGGREGATE $ 2,000,000 GEN1-AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $ 2,000,000 ❑tI POLICY 1:1 SRO- ❑ LOC $ECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ❑ ANY AUTO BODILY INJURY(Per Person) $ ❑ ALL OWNED AUTOS BODILY INJURY(Per accident) $ ❑ SCHEDULED AUTOS PROPERTY DAMAGE El HIREDAUTOS (Per accident) $ NON-OWNED AUTOS ❑ $ ❑ UMBRELLA LIA8 ❑ OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑ CLAIMS-MADE AGGREGATE $ ❑ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION F3 WC Y_Ut U ER AND EMPLOYERS'LIABILITY B �ICEW RIETO R/EXCLU RIEXECUTIVE YIN NIA WC 64196 09127/2013 09127/2014 E.L.EACH ACCIDENT $ (Mandatory In NH) E.L DISEASE-EA EMPLOYE $ 500,000 If yes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,H more space M required) WINDOW INSTALLATIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 NE 2nd Ave AUTHORRD REPRESENTATIVE Miami Shoves,FI 33138 }j e ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109)QF The ACORD name and logo are registered marks of ACORD , o 1024M Local Business Tai:Rec i Miami-Dade County, State of Florida THIS IS NOT A BILL-DO'NOT PAY [. LBT 5737763 _ BUSINESS N"WLOCATION "cq.nvr"O' EXPIRES TRITON.WINDOW DIS17RIBUToRS INC t . :SEPTEMBER 301 2014 5001 NW 72"AVE $9$�88+�' Must be displayed at place of business MIAMI FL 33166 Pursuant to County Code Chapter SA-Art.9&10 OWNER SEC:'TYPE OF BUSINESS PAYMENT RECEIVED TRITON WINDOW DISTRIBUTORS INC 220 Tl 404LE PERSONAL PROP DLR BY TAX COLLECTOR Employee(s) 3 $75.00 07/12/2013 CREDITCARD-13-002724 This Local Business Tax Receipptt only confirms of the:Local Business Tax.The Receipt is not a license, permit,ora certification of the holder a qualifi om6 to do 6ol less.Holder roust comply with any govemmenual or aongovernmeNal regulatory laws and requirements which apply to the blelaess The RECEIPT-NO.above most be displayed on all commercial vehicle$-Miami-Dade Code Sec 88 m For more bdormafion.visit ra wg niamidad%gov/texcoilector 002660 Local Business acelpt Miami—Dade County, State of Florida THIS IS NOTA BILL-DO-NOT PAY 6233746 BUSINESS NJWEnLOCAT7ON (MCE PT"o• EXPIRES TRITON WINDOW DISTRIBUTORS'INC N ?� SEPTEMBER 30, 2014 5001 NW 72 AVE 4498337: Must be displayed at place of business MIAMI FL 33166 Pursuant to County Code Chapter SA-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED TRITON WINDOW DISTRIBUTORS INC 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) 3 SOC131151345 $75.00 07/12/2013 CREDITCARD-13-002724 This Local Business Tax Receipt only confirms of the Local Business Tax.The Receipt is not a license. permit ore certification of tbaleldei a qualffl, ord6 to do boh. .Holder moat oomplY widr any gmremmemai or nongovemmentel ja aiatery laws and requirements which apply to the bushlsas. The RECEIPT N0.above must be displayed on aR commercial vehicles-Nlheml-•Dade Code Sec 8e-27. For more hdormafioa,viO www d dpde novRWolleaer DEC ° zO TOP VIEW V BY: L_) ��T� � Miami Shores illage APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO CCNiPLIAJlCE VOTH ALL FEDERAL STATE AND GCUN'i Y AUL;_S AND REGULATIONS 4777 2 i FRONT cl, cAgoolL 0 DOOR CUSTOMER INFORMATION Irene Hegedus 550 Northeast 102 Street Miami,Florida 33138 t FRONT NO UNITS ON THIS ELEVATION SIDE (RIGHT NO;UNITS oN THIS ELEVATION 'II BACK DINING ROOM FAMILY ROOM 1 2 TYPE: TYPE: Aluminum Impact Aluminum Impact Sliding Glass Door Sliding Glass Door SIZE:. SIZE: 142°x 80" 96"x 80" NOA: NOA: 11-1018.14 11-1018.14 SIDE (LEFT NO UNITS ON THIS ELEVA71ON SITE SPECIFIC WINDLOAD CERTIFICATE AL-FAR00Q CORPORATION 1235 S.W.87th.Avenue I Miami,FL 33174 1 T.305.264.8100 1 F.305.262.6978 1 www.afceng.com I alfarooq @afceng.com Project Number: 5972-119 Date Requested: 11/13/201311:20:01:AM Client: Alejandro Acosta Mailing Address: Alejandro Acosta Triton Window Distributors Triton Window Distributors 8888 Northwest 24 Terrace 8888 Northwest 24 Terrace Dora[, FL 33172 Doral, FL 33172 Project Address: 550 NE 102 ST Miami Shores FL 33138 Project Information Wind Load Analysis for components.and cladding with impact protection as per specification of ASCE 7-10& Wind Speed 175 mph 2010 FBC. Risk Category 2 Building Classification Enclosed Design Wind Pressures(PSF) Exposure Category C Trib.Area(ft I Zone 4 Zone 5 Roof Type Sloped 10 +40.1 -43.5 +40.1 53.6 Mean Roof Height 15.00 ft Elevation of Opening 15.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor(Kd) 0.85 Velocity Pressure Coefficient(Kh) 0.85 Velocity Pressure Coefficient(Kz) 0.85 Topographical Factor(Kzt) 1.00 Valid Only with Engineer's Seal Velocity Pressure(Qh) 56.6 psf Velocity Pressure(Qz) 56.6 psf Gcp Zone 4 +1.00,-1.10 Gcp Zone 5 +1.00, Notes: in r Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. ©2013,Copyright AI-Farooq Corporation CAN(EB)#3538 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: 550 Northeast 102 Street Permit No. Description of Window or Product Acceptance Product Approval Opening Design Opening ID Door or mullion Number Design Pressure Pressure Rough Opening Size Shutter Required Mullion Required Impact (+)PSF (-)PSF (+)PSF (-)PSF Yes/No Yes i No Yes!No 1 1 FL Sliding Door 11-1018.14 60.00 60.00 40.10 53.60 142"x 80" No No Yes 2 1 FL Sliding Door 11-1018.14 60.00 60.00 40.10 53.60 96"x 80" No No Yes . Y M_ Imo` MIAMI-DADE COUNTY +MAWAUM PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aav/gera/ PGT Industries 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 PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series'"SGD-770"Aluminum Sliding Glass Doors w/wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C,titled"Series 770 Alum SGD-LMr',sheets I through 23 of 23,prepared by manufacturer,dated 08/05/07 and last revised on 10/11/11,signed and sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. See table 1,2&3,sheets 7,8&9 of this approved drawing set for applicable SGD unit sizes,design pressures,reinforcements,glass types,sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC,as applicable. 3. All laminated glazing options are with interior HS glass,see glazing options,sheet 1,5&6. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#09-0826.10 and consists of this page I and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. =COU NOA No 11-1018.14 Expiration Date: February 17,2015 Approval Date: December 01,2011 t1lZ�,t` Page 1 i PGT Industries , NOXICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(transferred from file#09-0826.10). 2. Drawing No.PGT0002 Rev C,titled"Series 770 Alum SGD-LMT",sheets 1 through 23 of 23, prepared by manufacturer,dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller,P.E. B. TESTS (transferred from file#09-0826.10) Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94. 4)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 (b)and TAS 202-94 Along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory,Inc.,Test Report No FTL-5980,FTL-5993, FTL-6036,FTL-60015 FTL-6014,FTL-6015,FTL-6017,FTL-6023,FTL-6024,FTL- 6025,FTL-60289 FTL-6031,FTL-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,P.E. C. CALCULATIONS 1. Statement letter dated OCT 11,2011 of compliance to FBC 2007&FBC 2010, prepared by PGT,signed&sealed by Lynn Miller,P.E. 2. Statement letter dated 10/07/11,Successor Engineer adopting the another engineer's work per FAR 61015-27-001,signed&sealed by Lynn Miller,P.E. 3. Anchor verification and comparative analysis dated 08-19-09, 12/03/09, 01/06/10 and last revised on 01/08/10,prepared by PTC,LLC,Robert J. Amoruso,P.E. (transferred from file#09-0826.10) 4. Glazing complies with ASTME-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.07-1116.04 issued to E.I. DuPont De Nemours&CO.,Inc. for"DuPont SenlryGlas®Plus", expiring on 01/14/2012. 2. Notice of Acceptance No. 11-0624.01 issued to"E.I. DuPont Denemours"for "DuPont Butacite®PVB", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11,2011 of compliance to FBC 2007&FBC 2010 and "No financial interest",prepared by PGT,signed&sealed by Lynn Miller,P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest,dated 08-19- 09,signed by Robert J. Amoruso,P.E.(transferred from file#09-0826.10) 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises#09-0826.10,expiring February 17,2015. 2. Test proposals No(s)09-0177,0177-A,B&C ap roved by CC� Ishaq I.Chanda,P.E. Product Control Examiner NOA No 11-1018.14 Expiration Date:February 17,2015 Approval Date: December 01,2011 E- 1 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR DESIGN PRESSURE CHART NOA DRAWING MAP - 1.GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS- T=TEMPERED HS=HEAT STRENGTHED SEE TABLES 1,2&3 ON SHEET INTERLAYER TYPES- SGP a.090 DUPONT SENTRY GLAS PLUS DBPVB m.090 DUPONT BUTACITE PV13 GENERAL NOTES......_._..I 63.7/18°LAMINATED:(2)LIT•E8 OF 3MW HS GLASS WITH M.090 DBPVB INTERLAYER. SHEETS 7,8&9 QUALIFIED CONFIG....-.-.2.4 G4-711 S"LAMINATED:(2)LITES OF 3118°113 GLASS WITH AN MO SOP INTERLAYER. GLAZING DETAILS........6-8 G3A-811W LAMINATED:(2)LITES OF 19'Ma GLASS WITH AN.080 DBPVB NTERLAYER ANCHORAGE_.._...._.....,.,.7-16 G4A-8116°LAMINATED:(2)I n$OF 19'HS GLASS WITH AN.080 SW INTERLAYER. DESIGN PRESSURES.-....7-9 G8-1°LA INATED LG.311W T EXT.CAP+318°AIR SPACE+7/1S-LAMINATED:(2)LITES OF 3116' HS GLASS WITH AN.090 DBPVB INTERLAYER ELEVATIONS................»..16-16 GS-1"LAMINATED LG.3116"T EXT.CAP+3Ar AIR SPACE+7/16'LAMINATED:(2)LITES OF 3116'HS GLASS WITH AN.080 SOP INTERLAYt72. CONFIGURATIONS.......-..17 GSA-1"LAMINATED I.G.114°T EXT.CAP+8118`AIR SPACE+71181 LAMINATED.(2)LITES OF 3/'18" HS GLASS WITH AN=DOM INTERLAYER VE RT.8ECTIONS_............18 GSA-1"LAMINATED I.G.1/4"T EXT.CAP+6116"AIR SPACE+7118"LAMINATED:(2)LITES OF 3118" HS GLASS WITH AN.090 SGP INTERLAYER HORLZ.SECTIONS._........19-20 2.DESIGN PRESSURES: PARTS LIST.........,,-„•.•.-..21 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. EXTRUSIONS........._.._.....2223 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL.SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 18. 4.SHUTTERS ARE NOT REQUIREM 6.INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 8,REFERENCES: TEST REPORTS FTL-8880,FTL-6993,FTL-8001,FTL-6014,FTL-M6,FTL-6017,FTL-6022,FTL-8023,FTL-=4,FTL-8025,FTL-8028,FTL4W I,FTL-6M AND FTL-8038,DATED 817/09. ELCO TEXTRON NOA:07-0426.01,03-M6.06,ANSUAF&PA NDS-2006 FOR WOOD CONSTRUCTION AND ADM2006 ALUMINUM DESIGN MANUAL 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 8.DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA 13ULDING CODE,AS APPLICABLE. 9.CONFIGURATION&SEE DP TABLES(SHEETS 7.8)AND CONFIGURATION ILLUSTRATIONS(SHEETS 2-41 A.D.L.O.WIDTH=PANEL mm-7' B.D.L.O.HEIGHT a PANEL HEIGHT-&W NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS.13.16'• 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114”OR 6/18"ULTRACON(FORMERLY TAPCON)CONCRETE rYSnoC7 prvtt SCREWS OR 1/4"ELCO 684 CRETE-FLEX SEE TABLE ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. • 11k 2.FOR WOOD APPLICATIONS USE 012 STEEL SCREWS(G8). 1/4'ELCO SO4 CRETE-FLEX MAYBE USED INSTEAD OF#12 SCREWS(PAN HEAD). ntatrrleON ll—ID I •t'l 3.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"THICK. 1x WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS Sre DEPICTED AS 2x ARE 1 1W THICK OR GREATER 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4.FOR ATTACHMENT TO ALUMINUM:THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6083-T6 AND A MINIMUM OF 118"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS.THE ANCHORS SHALL BE#12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3,SHTS.7-9,FOR ANCHOR TYPE 4 ARE ACCEPTABLE 6.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL.IS NOT REQUIRED. IF USED,NONSHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS) (MAX IW SHIM SPAN FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE.AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Coaolsm Smw Anchorage Mnimam Embedment and Nntmwo gdp 01dom Rootmmenbs Cottorete Strength Requbemamb Kamm 8tmnam RR*drsmeMe Type ma. 1B Usaroumed cem AM C-0 Jambs va 2700 pa{ ASTM c,90vdM Wald aenbmft Cprorew Ua4 muted CMU Grained CM1i Moo Ultraoon Grouted mail to 68011M 2106$21.2 end fW8" 35W psi RB Gfft Fes. rm lad Mla En1b. Lain.Ed M14 6nb. �m fan.Fal Elm Ctete-Flex S84 moo 1plr800n 1r4" 1 sm 2 1142 1 Im 2 142 1 214 2 U2 6M11" 1 34 1 114 1 1r4 1 GM8 1014 214 Moo*vte4%x 884 714" 1 814 2 1112 1 V4 12 142 Not Repanmandel D ftwo 1lK i i i l l J 111 Emb.n Embedment o01 Somwe PJ1eok(MahorTerrelon) P.FboxEAounesBAtmpter(AnohorBtreaN (Head,Sill am Ed-Edg n �N`�� obtame a n.Emb Mm Ed �` O,•••.•... C4narete Grouted CMU Cotmmfe Gmu6ed CA.AU 6AlIL=Mlnlmmn i'11 Wood 8C1eW t 318° " Z� Q': •'k S. typo ma. Min.Gab. MIa Od Mm.6426. AUa.Ed bad*tine. ban.Ed W.tna0, Mtn.Ed Oco Crate•Flex 834 13!8° 1" 71C x,,8706 ado tatraaon 1x4" 1 ara a 142 1 al.1 a 142 1214 2 V2 1 214 1114 CONS s 3Tt AKd7HS LWX89 y y NOTED = �Ec ado Crete ptex>m4 Ira° 1 aua a 1142 Not Reoommm+dad 1814 a vz Clot Reoa�,mwxhd FFVU a ��•``a� ' Md1te177164J n EU� Jr 90/17/11 C FBC201000DECHANOE aar .�.�0� •,• pCpRt� ��2� tad a GENERAL NOTfS. �'MAP , am 0 S PER A4 W DAVE CONSENTS r FL� TxO ��` SM 7Ht9/OB A N!>AlbaDRDECOA6NENT8 vo eyvcl� SERIES 770_AL M SGD-LMl , law suc OBI<l8/D7 awm,m aaec NCKOpBB,R 5 74 ;M 1 a11 23 ' PGTOM C A.L ass p.E APPROVED CONFIGURATIONS: SEE D.P.TABLE, SEE D.P.TABLE, SEE D.P.TABLE, SHTS.7-9 SHTS.7-9 SHTS. 7-9 SEE ARK S EE SEE j DP / I DP / / DP TABLE / I TABLE / / TABLE SHTS. / SHTS. / / SHTS. 7-9 7-9 7-9 � i I xp x0, ox, xx, OX0, Oxx, xxo, xxx SEE D.P.TABLE, XXP OXXp, xxxp SHTS. 7-9 rae0rtcr�+r so°CORNER AN �® •wtrr+a�iwlt—Io1 •ttl. SEE DP TABLEMMY SHTS. 7-9 � � I � I X I OXXO, xXXO, OX)()(, XXXX, xxxxp CORNER,TYP. POCKET,TYP. POCKET DOORS: t ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING ��•` ANY LYN/y DETAIL"S"OR"T"INSTALLATION.EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp,pX)=OR X)=p.OXXX IN POCKET No.sucts CONFIGURATION CAN BE OXXXp.POCKET DOOR REQUIRES OPERABLE PANEL. a, X SIGNIFIES OPERABLE PANEL O SIGNIFIES INOPERABLE PANEL. Ja W11/11 C NO CHANGE TMSNEET R�fw am. rmorarJwadtmrve QUAUFIEDCONFIGURATIONS %(�` '•`?OR�or.. sm INWIF Memo B PERbIIAAdlOAOECOA44E{VtS ^rox�asme SER/ES770_AIUM.St3D-tMl S�ONALG`• am V�w 19/18/08 A PER AWE COAMAMM va BqX lei t 'j%\ UAW a,,, No ar Fr era &mrgo NTS 2 s 23 PG=02 C A v P� SEE D.P.TABLE, SHTS. 7-9 SEE DP t TABLE SHTS. 7-9 _ oXx (o, xxxxo, oxxxx, xxxxx, xxxxxp SEE 90°CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P.TABLE, �,u�orar4 SHTS. 7-9 � MRAW ew.law SEE DP TABLE / SHTS. 7-9 _ MJAW 0)0=0, X ()=O, oxxxxx, X/\/O=. XXXXXXp * NO-65706 APPROVED CONFIGURATIONS d l IWIVII NO a�ao �� • 11 11 ': rNrsBt>ErT 8TAT6 �. waorc�vs QUAUFIED CONFIGURATIONS %O•c�''.• a: 0 01/Ot�10 B PER DADF NOKOI�Fl3O7B ;rLORt•,, G`�� SERIES 770 ALUM.SGD-LMI SW 1v9er� A MIAMI DADS Par+gxa arw osBC wr a� ��r� a �77o NT$ 3 a 23 PO7DD02 C p.8.!<88708 APPROVED CONFIGURATIONS: ` SEE D.P.TABLE, SHTS.7-8 WAW MaAW DP -sus----•- TABLE / / / / / / SHTS. / / / / / / / 7-9 OXX)UUCO, XXXXXXO, OXXXXXX, XX)UUU x, XXXXXXXp SEE 90°CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 + � SEE D.P.TABLE, SHTS.7-9 rw "w r SEE TABLE / / / ` / / / MAAW SHTS. / / / // / / / / 7-9 4 OXXXXXXO O O XXX)O(X)UCp *: ND.58T05 J.1 ;Ivmw 0111/11 NoCHANOETmSHEET °s�AY STATE OF rmDrwoiar+rvrava QUALIFIED CONFIGURATIONS FCOR\D�•'�? w sm�e a�D m D SERIES 77 UM.SGD-LMt sm A PERAUMOADECOMAGMS P.R BQX9878 , 1`1\ WOW awe �„ A P+Saa7a �pT/p NTS 4 23 n PG7VW c A PES R P e. EXTERIOR 202 M8" S GLASS EX7 3RIOR 204 3118"HS GLASS 3!1'HSS GLASS NrW94,N.M. 311 HS GLASS 74 7118°NOM 7118"NOM. 82 82 314°NOM. S GLASS 80 - 80 SITE 54 54 7/16"LAMINATED GLASS TYPES G3 7/16"LAMINATED GLASS TYPES G4 MM71�I�f IFIBfI®► ExTEwoR 203 �I–latfi•1�F !4'HS GLASS EXTE lOR 205 1/4"HS GLASS r,� i. a .080 OSPVS 090 SGP 1W HS GLASS 74 1!a"Hs s 74 9118°NOM. 9l18"NOM. o 82 82 314"NOM. 314'NOM. GLASS GUM 81 errE 81 WE 54 54 9/16"LAMINATED GLASS TYPES G3A 9/16"LAMINATED GLASS TYPES G4A ���• . LYNN....... k; No.58708 k 0 1�Fill -O• a / W, ld. fOH1Hf C 11OCHANQE7H183HE'Ef %'P•' gTA ,�•S': �. am ib*b- fomrer�awaraar� _GL4ZlAlGDETAILS � ' C9; xo as SERIES 770 ALUMINUM SW-LMl Sat 11!18/09 A 1dG4Ml1b{DE pa a7xe s� �° F,lava s9cna NFS °S .,w — PG7 = 1 0 EMMOR 210 3118'Hm GLASS 212 3116°HS GLASS 90 .0 DSPVB EXTERIOR 0010 SGP MOW GLASS 3116"HS GLASS 3/S'AIR SPACE r'(K�rN 318°AIR SPACE V39 3116°T GLASS 3116°T GLASS 1°NOM. 1°NOM 83 83 79 79 TRUSEAL DURASEAI.SPACER TRUSEAL DURMSEAL SPACER 1°LAMINATED I.G.TYPES G5 55 1"LAMINATED I.Q.TYPES G6 55 EXTERKM a3116`HS GLASS 2'13 3116°HS GLASS aw .Ow DBPW EXTERIOR .080 SGP 3116'HS GLASS 3116"HS GLASS 8118`AIR SPACE 74 6118"AIR SPACE 74 I T GLASS 114`T GLASS 1"NOM 1"NOM 83 83 3fb°NOM. 3f4'NOM 79 BCE 79 GLASS SrrE 11111 llJ TRUSEAL DURASEAL SPACER TRUSEAL DURASEAL SPACER ` J NNE� 1 LAMINATED I.G.TYPES G5A 55 1 LAMINATED I.G.TYPES G6A 55 �c po.88706 _ �'0 Q• !° !I I! r erg J R 90119/17 C NO CHANGE 7M 8HEE7 Toro rscxgroaa+roRrve QLAZINQ DETAILS '-�� ' aRio�•�f9 ' R.3QS7Q �ma �ixs••....... �``. ism 1PER I l0AM1 E COAODIENTB P.oh�1st SERIES 170_ALUMINUM 8GD-LMl Svc acre AP07GDr R 34Z/e M'S 8 u 23 u�av P071�02 C a P.e PEAsom DESIGN PRESSURE AND ANCHORAGE-UNI-REINFORCED-STANDARD STILE-STANDARD ASTRAGAL TABLE 1. DLO WIDTH=NOM.PANEL WIDTH-r DLO HEIGHT=NOM.PANEL HEIGHT-826' _ >HEAD&SILL(H&S)Kn3COCK,STRAGHr&CORNMASTRAGAL CLUS ER PLUS KISMATEANCHoR QTY.PER PANEL H&S, >JAMI6ANCHORCfTY.>RHOOK ANCHOR 01Y. AncItorrypes: G3-7116°LAMNATEDGLASS-IWO'KS.l PVB 13116'H.S.) 1)-114'SM ULTRAOON(FORM&RLY TAFOON 03A-SMO'LAMNATWGLASS-(114'KS.1 PVS 1114'KS.) 2)-1/4'SS4 CREWLEX GS-7118'LAMOBATEDLQU.-(3116°TEVP.1AR13116'KS.1PJBIVIS'H.S.) 3)'Mir ULTRAOON GSA-TRW LAMNAIM LQU-(iW TOW./AR 1311 S'KS.IPVS13116'KS.) 4)V12 SIM SCREW(GS) -SEBANCHORAGE NOWS 1&2 ON SHE?1. UNIT HEIGHT 113 80 84 60 Io Exr. NOM.PANEL FRAME U STANDARD ASTRAGAL WIDTH SIDE a �? v N v a a a sf STANDARD STp_ES t0 if C4 — f3 — M lJ Rm GLASS TYPE-3,3A 6,SA +60 -60.0 460 -80.0 +80 -60.0 480 -80.0 81 11 1 H&S C4+1 C4+1 04+2 C4+ C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 24 JAMB 10 10 10 101 10 10 10 10 10 10 10 10 P-HOOK 6 6 8 6 6 5 6 6 6 6 5 S 118 GLASS TYPE-3,3A,6,SA +60 -800 +60 -60.0 480 -80.0 +80 40.0 H&S C4+1 04+1 C4+2 C4+1 24+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 am 178 30 JAMB 10 10 10 10 10 10 10 10 10 15710 10 Sp-OUTSIDE CORNER P-HOOK 6 S b b b 6 8 1 6 b 6 1 5 6 GLASS TYPE-3,3A 6,SA +60 -600 +60 -60.0 480 -60.0 460 -60.0 118 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 04+1 04+2 C4+1 04+1 C4+2 36 10 10 10 10 10 10 1 10 1 10 10 10 10 10 INT. r4ip WMh>kMAU P-HOOK b S 6 6 b 6 6 1 6 6 6 1 S B GLASS TYPE-3,3A b,6A +80 •600 +60 -80.0 +BO •80.0 +60 -60.0 lOytrMMilMrr H&3 4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 04+2 C 42 JAMB 10 10 10 10 10 10 10 10 10 10 1—101 10 �PfN� P-HOOK b b b S 6 b 6 6 8 8 1 8 1 8 GLASS TYPE-3,3A,b,SA +60 -600 +80 -600 +60 -60.0 +80 -60.0 1 H&S O4+1 C4+1 C4+2 C4+1 I C4+1 C4+2 04+1 04+1 C4+ C4+1 C4+1 C4+2 O JAMB 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 6 6 8 6 b 8 6 6 61 7 7 7 O SW INSIDE CORNER 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114 SILL a EXAMPLE ON SHEET 10 2.WHEN USING THE 2112°SILL,POSITIVE WATER DP IS 48.07 PSF MAX WHEN USING THE 411 SILL POSITIVE WATER DP IS 60.0 PSF MAX TABLE 1A OH LENGTH *-( (NEGATIVE PRESSURES UNCHANGED}SEE TABLE 1A SILL HT.VS POS.DP 4-,3 1W AND 2 U2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION SILL RISE (+)DESIGN OVERHANG WHEREAS THE 11/2'SILL IS NOT AND MUST ONLY HgGWT LOAD BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE OH LENGTH DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED FLUSH 1-1/2' WA OH OH HEIGHT r t t+t t I WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE HEIGHT `��� (LYNN.. LOW 2-112' +48.87 PSF EQUAL TO 1 • �.......... � � FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAMk OR GREATER ���ti �?CENS@ •.Q -1 THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. M® 3-1/4° +80.0 PSF . k 4.SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT �-4-,—+60.0 PSF ;*; too,58706 INFORMATION. SEE NOTES 1-3 SEE NOTE 3 = * nc b.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. dA�!.1 Lu J 10"!1/11 NO CHANGE THOSHEET ;Ao'•. BSAtEOP ;0 MTECAVOLOSYDRNE !?P1 /4N i .t� '•..FLORt�.• ��.^ a ovo�lo D PERAGWRAM NoxoM,FL34M ® S RlFS770ALUMINUM SQD-LMl ��'�`s lSl JONA\�- aw IN= A FERWAWMEC�68 a L �ffx AS PGT2 C p"am 7 d 23 SMC 8lQD P E DEBKiNPRESSUREAND ld+ICHORASO:-UN•REINFORCED-HEAWDUTYB rug ANDPRDAMRAC& - TAME2. >MD&SU(H&S)WEM OCK&STAkOM&OOMORASMOALCLLOMPLUS 341@thE ATEAMMON.PER PAM H&6, 61 >.IHIMA =RCIY.>RHOOKANO-CROW AnWw Typem O7.7H6'LAN7LWTmG1A88•{3M6'H&I S(8+19N6'H6.) 1)-IW EM LUMODN(FOMMY TAPOON 04A•9116'IAN INAIIDQIA88-(TAP H.8./ /114'H8.) 2)`714°SS4 CREIH•FLWL O8-7H8°LAM144T®LO.U-(3HBTEM?/AR!3176'H8./80P/3/18°HB.) 3)Vw12.'R om GOA-7H6•LAMiN,4T®L4U-(IWTEW..IAR!3116•HB.I SWI3M9•H8.) 4)'612 Snn SOM(G8) •6EEAI1f&IDRASEND=I&2 01%W 1. ",-�-"umm EIGHT go 1 84 jQ� 90 o a NOM PANEL FRAAME 5 (7 t3 3 NADTH SF N v N v N rI a N e N N a N iy a N N 4 N +4 o STANDARD ASTRAGAL N N .3 of C4 � t N HEAVY DUTY STILES GLASS TYPE-4,4A8.6A 70 -60A 80.0 -SOD 80A 40.0 00.0 -8Ro 80.0 •60.0 80.0 .00.0 60.0 •60D BOA -W.0 H&$ 04+11 C441 C6+2 C4+1 C4+1 C6+2 C4+1 %1 2%2 C4+1 04+1 C8+2 04+1 04+1 C6+2 C4+1 04+1 C6+2 C4+1 COI CO+2 04+1 C4+1 C6+2 24 ,IAN® 10 10 10 10 10 10 10 10 70 10 10 10 12 12 12 12 12 12 12 12 12 12 12 72 gg SHEET 7 OR 8 FOR 80° P-HOOK 8 6 8 8 8 6 6 6 5 8 8 5 8 6 0 8 0 8 8 8 6 8 8 8 INSIDE&OUTSIDE CORNER DEPICTION GLASS TYPE-4,4AS,GA 80.0 -60A 60.0 •60.0 80.0 40A BOA -50.0 60.0 4)0.0 00.0 40.0 SOD •80.0 00D -80.0 H&8 C4+1 C4+1 C6+2 04+1 C4+1 C8+2 C4+1 04+1 C6+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6t2 C4+1 C4+1 C8+2 G(+1 C4+•1 08+2 C4+9 C4+1 C6+2 30 JAA1B 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 DLO WIDTH NOM.PANEL WIDTH-7° P-Ha0{ B 8 6 6 8 6 8 8 8 8 8 8 8 8 8 6 8 8 6 6 8 0 8 S GLASS 4,4A,8,6A 80.0 -60A 60A 40.0 80.0 -80A 00.0 •60.0 SOD -SOD 804 480.0 80.0 -BOA WA .60.0 DLO HEIGHT a NOM.PANEL HEIGHT-82W H&S C4+1104+1 I C8+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 C4+1 C4+1 (G+2 C4+1 04r1 CB+2 04+1 C4+1 123+2 C4+1 04+1 08+2 04+1104+11 C5r2 36 JAM 10 10 10 10 -10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-H�1{ B 8 8 8 8 8 6 1 8 1 8 8 8 8 6 8 8 B 0 8 7 7 7 7 1 7 1 7 TYPE-4.4A6,6A 80.0 •80D 60A •604 604 •60.0 00.0 40.0 60D •80A 60.0 .80.0 60A •604 80D -0.0 H&S 104+1104+1 C6+2 C4+1 C4+1 CS+2 04+1 C4+1 CB+2 C44-1 C4+1 C6+2 C4+1 C4r9 C8+2 04+1 04+1 C6+2 C4+1 C4+1 C6+2 04+1 C4+1 CB*2 42 JAMB 10 10 14 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-HCOK 8 8 8 8 8 $ 8 8 8 8 8 L. 8 8 7 7 7 T 7 7 B 8 8 6 �ywy GLASS TYPE-4,4A0,BA 60.0 -BOA 60.0 •60.0 SOA •60.0 60A -80.0 60A •604 GOA -90.0 60A •ODA GOA -60A )y H8S C4+1 EC4+1 C8+2!+I C4+1 C8+2 C4+1 C4+1 C8+2 C4+1 C4+9 LG+2 C4+1 C4+1 C8F2 C4+9 C4+1 C8+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 1� 48 ,IAfi48 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 92 P-HOOK B 8 8 8 8 $ 0 7 7 7 7 7 7 8 8 8 8 8 8 0 8 9 LLv.WIA�•�. -4.4A6,0A 84.0 -m4 ec4 •604 60.0 -60.0 60.0 -BOA H&8 C4+2 04+2 C5+2 C4+2 C4+2 C8+2 04+2 C4+2 C5+2 04+2 C4+2 C5+2 84 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P 6 8 6 B 6 B 6 B T 7 1 7 1 T PANELS OVER 49"WIDE GLASS TYPE-4,4A8,OA 00.0 -WA A ODA -60A soA NOT AVAILABLE OVER 96"HIGH H&S C4+2 04+2 C8+2 C4+2 04+2 C8+2 C4+2 C4+2 C8+ C4+2 C4+2 C8+2 l 80 1 ims 10 10 10 10 10 90 10 10 10 10 10 P-H= 8 8 8 8 6 8 7 7 7 7 7 0 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4'SILL. O EXAMPLE ON SHEET 10 2.WHEN USING THE 21/2"SILL,POSITIVE OP IS 48.87 PSF MAX WHEN USING THE 4"SILL POSITIVE OP IS 80.0 MAX OH LENGTH (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. TABLE 2A 3.2112",31/4"AND 4'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 112"SILL IS NOT AND MUST ONLY SILL HT.VS POS.DP OVERHANG BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN SILL FEE (+)DMIGN OH LENGTH PRESSURES SHOWN IN TABLE 2 MAY BE USED KEGK LOAD OH OHS {71 I t r 1 rl WHEN THE DOOR 13 PROTECTED BY AN OVERHANG COMPLYING NTH THE FLORIDA FUM-1-1 WA HEIGHT ���� a`l Ly....4fl, ''�i WI BUILDING CODE(SEE ADJACENT DIAGRAMk LOW-2.9 +46 87 tffiF EQUAL TO 9 .` ZO,.•'gNS6''•cat �'. THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. p1�-9114 +80,0 PSF OR GREATER 4.SEE SHEETS 10 THROUGH 18 FOR ANCHORAGE SPACING AND EMBEDMENT (-4" +�0 PSF �c 14o.58708 INFORMATION. SEE NM 1-3 SEE NOTE 3 = fY 8.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. ,O Jo A JI JJ 10nwt NOCHAAM7HISSHEET ° ISM Tfi AGYDRYI: DPANDANCHORAGE .�,(:'••.. LOt?�P••�(.J`� owmap mw o1 w a 7+sR49AwDaDeaorm�r/re N% SERIES 770 VI ft 6.00.9.46 _ALUMtNUM SGD-Lt ! ��''�SS� CO ,FL SWV 86� WMW A p8JPL6M9DADSCOP4�M8 P.D.SQX/62B q�4 s1�» NTS 8 C r 23 PG77XtD2 a LYNN P E DESIGN PRESSURE ANDANCHORAGE-UN-REINFORCED-HEAWDUTYSTILE-HEAWDUTYASTRAGAL TABLES. - >HEAD&SILL(HW P(fERLOCK,STRAKW&ODRNE7tASTRAGAL CLUSTER PLUS INIEFVfiMTEANCHDR QTY.PER PANEL H&S. 81 >JAUI8AN0=QTY.>RHDOKANCHORQTY. Andwr Types: G4-7118°LAMINATE)GLASS-(3118"KS.1 Ell 3116P KS.) 1)'1/4°ELCO ULTRACON(FORMERLY TAFl G4A-9118°LAMINATED GLASS-(IW KS./SGPt 114°K8.) 2)'1W SS4 0Wr6-FLEX GB-7/18°LAMINATED LG.U.-(3118°TEND./AR/3/16'KS./SGP/31`1S'KS,) 3)'$11rULTRA0DN Gl-711W LAMINATED LG.11-(1W TEMP./AR t 311(°KS./SGP/3/18°KS.) 4)V12 STEEL SCRE6N(GB) W- •SEE ANCHORAGEN01M I&2 ON SHEET 1. UNIT HEIGHT go 84 9 U U U U HEAVY DUTY ASTRAGAL NON.PANEL FRAME V o HEAVY DUTY STILES WIDTH SIDE U U U U U N M a N of C N co V' N tl •C 61 GLASS TYPE-4,4A 8,SA 80.0 -90.0 90.0 -80.0 00.0 -90.0 90.0 -90.0 H&S C6+2 CS+2 C8+2 C6+2 CS+2 CS+2 C8+2 C8+2 C8+2 CS+2 CS+2 C6+2 118 24 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 DLO WIDTH NOM.PANEL WIDTH-T• RHOOK 8 8 8 8 b 8 8 b 8 6 8 8 }3Q, 119 DLO HEIGHT m NOM.PANEL HEIGHT-825° GLASS TYPE-4.4A 8,SA 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 H&S CS+2 I C6+2 1 C8+2 08+2 C8+2 C8+2 08+2 C6+2 CS+2 C0+2 CS+2 08+2 SW OUTSIDE CORNER 30 JAMB 10 1 10 1 10 10 10 10 10 10 10 10 10 10 P HOOK 8 1 8 1 6 8 6 8 6 8 7 7 7 7 81 118 GLASS 4,W900 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 Hg0&41CC R61!18QD 8+2 C8+2 C8+2 C8+2 C3+2 CB+2 C6+2 08+2 CS+2 C8+2 C8+2 C8+2 �adlAtletple� 36 0 10 10 10 10 10 10 10 10 10 10 10 11 (Oti .l�} 8 S 7 7 7 7 7 7 B 8 B pp[r�tiw 8reo IS' GLASS TYPE-4, 80.0 -90.0 90.0 -90.0 80A -00.0 90.0 -80.0 EXT.8+2 C8+2 C8+2 C8+2 C8+2 CS+2 C8+2 CS+2 C6+2 00+2 CS+2 CS+2 42 10 10 10 10 10 10 10 10 10 10 10 10 T 7 7 7 7 8 GLASS TYPE-4, 90.0 -90.0 90.0 -90.0 80.0 90.0 80A -80.0 11&8 C8+2 C8+2 06+2 C8+2 C8+2 C8+2 GB+2 C8+2 CB+2 CS+2 C8+2 C8+2 48 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 90•INSIDE CORNER P-HOOK 8 8 8 8 8 8 8 1 9 1 8 10 1 10 1 10 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4•SILL 2.WHEN USING THE 21/2'SILL,POSITIVE DP IS 48.87 PSF MAX AND WITH THE 3114• SILL,POSITIVE PRESSURES IS 80.0 PSF MAX. TABLE 3A OH LENGTH (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A SILL HT VS POS.OP 3.21&,31/4•,AND 4•SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION . . OVERHANG 1MiERE IS THE 1 1/2•SILL IS NOT AND MUST ONLY SILL RISE (+)DESIGN BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN HEIGHT LOAD OH LENGTH PRESSURES SHOWN IN TABLE 3 MAY BE USED OUGHT HEIGHT WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLIP-1-im WA ON FLORIDA BUILDING CODE(SEE ADJACENT D IA©iAM LOW-2-IJr +4&87 FSF EQUAL T01 �� O�• """'•�FQ �i �.• pF.P1SF THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. M®-3.1141 +80.0 PSF RI OR GREATER 4.SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT g 58705 INFORMATION. HMI-4• +90.0 PSF ;is i K0' b.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. SEE NOTES 1-3 SEE NOTE 3 /vo1111(( ltt� Jd 1n>1v11 Not2HA1YGE7ti!l93F E7 r0MTSM1fA 07rV PD ANDANCHOR40E %D.c� sTAO oA �2` or 0 I 8 t svna0ona�cso vre N XdW,FCSaaTS ,� '� F •` �0 rrne� a Finamamcaosooa�ors FA. �ea0 SERIES 770 ALUMINUM SGD-LM! rO�tN�){A�V� X emaa�ae e w e0 o�aa V-up m °,� FL 34P74 80D770 A)TS 9 r 23 PGT0002 O A LYNN B P.E. ANCHORAGE REQUIREMENTS NOTES: I.APPROVED ANCHOR TYPES: 1)1/4°ELCO ULTRACON(FORMERLY TAPOON) 2)114°ELCO SS4 CRETE-FLEX 3)5118"ULTRACON 4)#12 STEEL SCREW(G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 13.SHTS.7-9: HEAD&SILL.......-......W MAX.FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES,SHTS.7.9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHOR$PER PANEL(THE S'FROM CORNER ANCHORS CAN BE INCLUDED).ADDITIONAL ANCHORS 24°MAX.O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL,INTERLOCK&90°CORNER ON SHT.11-112. JAMBS&P-HOOKS...6°MAX.FROM BOTTOM AND 21"MAX.O.C.UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHTS.7-9. SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-15. �°ANCHORS PER PANEL"ARE S°MAX 3.5° INTERLOCK CL DET,SHT.11 ASTRAGAL INTERIOR 8"MAX OSE AT THE HEAD AND SILL -—-—-—-—-CENTERLINE -—-—-—-—-—- CENTERLINE — r a.MAX. t BETWEEN CLUSTERS OR THOSE t I BETWEEN A CLUSTER AND A o o TYP. o FRAME JAMB OR P-HOOK. 2.Q4' 4.051• 3.5° X O.C. EXAMPLE O ANCHORAGE PLAN: C4+2 HEAD&SILL ANCHORAGE(3'PANEL 2-TRACK EXJ4MPLE SHOWNI-(141 ANCHORS TOTAL TYP (3)PANEL, 48"x 96"DOOR FROM TABLE 1,SHT.7,ANCHOR TYPES 2&4 IN WOOD SUBSTRATE EXTERIOR ---..--.—.-------------------------------------- C4+2&CORNERS a(20)ANCHOR$TOTAL AT HEAD AND AT SILL SEE IL B JAMB OLDSTER DETAIL BELOW SEE CLUSTER 2 04 2 C4 2 04 2 DETAILS,SHT.11 6'MAX. •% % % % % % % % % % 6"MAX. �ItDkUCT g6V}RR6 • 10'MAx %% a.apohlr�W"dw 1116" O " SEE NOTE • 3 MAX % (10) p.1 -i p t fs•.1�f 3.6"TYP. BELOW-� o� % FRAME 29% ANCHORS ANCHORS MAX O.C. PER'AMB (7)P-HOOK • (SEE SHEET p,m ANCHORS two ® • •=P-1i00K % 13 FOR 24' INTERLOCK ® ANCHORS CLUSTER MAX, CENTERLINE • O.C. O.C. 3'MAX SPACING L* 10°MAX. x% 6'MjA'X'.'� % % % % % % % % 6"MAX T % % % %! k� % 24°MAX O.0 3.6"TYP. � rP MAX,TYP. L.—90°CORNER EXAMPLE OX-900 OUTSIDE CORNER XO CORNER ANCHORAGE PLAN: (4)PANEL, 60"x 96"DOOR FROM TABLE 2,SHT.8,ANCHOR TYPE 1 &2 IN CONCRETE SUBSTRATE SEE CLUSTER DETAILS, INTERLOCK CENTERLINE SHT.11 W MAX t t t l l l l o 4.051. MIN. .� �'(`. OENS�•'••�P° O.C. r J lc 0 0 Q, 1111 - -- 3.5" 2,Oq° NOTE SEE DETAILS S&T ON SHEET 14&DETAILS TYPICAL JAMB CLUSTER FOR DETAILS EXTERIOR SEE CLUSTER DETAILS,SHT.12 M.K O.P.Q&R - A• NNON3 15 O - C :, JIN 10Jt 1J11 c NO Ctr/woeT>DS SHEET 11=7150HAVLOGYDIDV& ANCHORAGE SPACING&EXAMPLE PLANS %�O.c�'•..gtiTtoRto:'C�?: ono • NOW=RaaPre SERIES 770 ALUMINUM SGD-LMI ''f'SIONA\ DB �low SW IN= A FWWAWDADOtdSMM P.Q�X9ffi8 AfORDADB,R 9e�a N7S a 10 m 23 o�m PGT0002 c a L // fit.tr.B w tt/A -----------------INTERLOCK bpi'-j r-------------------OffI�AcW dt�-i i---------------° AWA 6W ` INT. i , INT• ••—INTERLOCK i , IWT. INTERLOCK i I—CENTERLINE i ! , CENTERLINE 1 i I—CENTERLINE I � I 3.6 1.76 i i 3.6 3.6 1.7$ i 4.061 2-w 2040 i 2-040, 1 i — i = _ TRACK ASTRAGAL/INTERLOCK 2-TRACK,ASTRAGAL IINTERLOCK 2TRACK.ASTRAGAL IINTERLOCK ANCHOR CLUSTER-C4 ANCHOR CLUSTER-C6 ANCHOR CLUSTER-08 ------------- ------------- -------------I NOTE.' INTERLOCK�7tL _ --- IM -- -��- INT. i ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM CENTERLINES 3.6 S CE4TEF434E 3.8 i i CENTERLIN E I = ALLOWED.ALL DIMENSIONS = I i 7 3 6 = SHOWN ARE IN INCHES. I i 2040 4.072] _ 4.049 t 1 4.0721 I i . i 8389 I I I ; ; 2Q4� i 3-TRACK,AsTRn i = I► 3- CK GAL I INTERLOCK J ` T3'I AZ:TC - TWY�FiLtTQZ 3-TRACK.ASTRAGAL/INTERLOCK ANCHOR CLUSTER-C4 ANCHOR CLUSTER-C6 ANCHOR CLUSTER-C6 L Vg wri Ai3A w------ -- ---� ,�81 ACV ----^---- --i INT. CENTERL I�NE I I { CENTERLINE I CENTERLINES t 1.76 = _ i 3.6 3.6 3.6 i I. 1 I I i 1 i i i 4,Ogg 2.040; VE 1 2.040 $.3 2 68 040 I .e o� o i = 1 , %L1111 1, 1 I I .I%-Y NN 4-TRACK.ASTRAGAL I INTERLOCK 4-T RACK.ASTRAGAL I INTERLOCK TRACK ASTRAGAL/INTERLOCK ![ ANCHOR CLUSTER-Ca ANCHOR CLUSTER-C6 ANCHOR CLUSTER-CS 705 k; No•88 a: G4 $o ill ►.i �wlait9 nlocNaNrmissrlrT ,00recaavowvs ANCHORAGE EXAMPLE CLUSTERS .c' ..Ftog�QP'�<?�` P�sgxraae SERIES 770 ALUMINUM SOD-LMI �I,,, I 1 ft/tm A R Rt!l MA080 18 ,l+l90?79 imam aoer maw m �m ALYMV P.E ! 08/08lt� asw SpD7iD NTS ll &23 PGT0002 C P.E.6UM _ -- ------------3.6------- --INT. NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.ALL DIMENSIONS 2.04 INT. `� I MOWN ARE IN INCHES. If� I i j � I EXT. 3888 i i 2.OA 2-TRACK 80°OUTSIDE CORNER SHOWN, 2-TRACK,80°INSIDE CORNER SHOWN, 2-TRACK 80°INSIDE CORNER SIMILAR(OPPOSM 2-TRACK.80°OUTSIDE CORNER SIMILAR(OPPOSITE) ANCHOR CLUSTER-C4 ANCHOR CLUSTER-C8 USED FOR CS AND CO IIYOntua'NtVjYC11 p�r�wlM M tr1eW► l�t i MT. ,f- 3.6 I 2.04 _ ; I i 1 r3.888 � i i �-� I`I`I 1 I-I -{ `_� 3_6 ---------- --------- 3-TRACK,80°OUTSIDE CORN_€R SHOWN. 4-TRACK.80'INSIDE CORNER SHOWN. 3-TRACK 80°INSIDE CORNER SIMILAR(OPPOSITE) 4-TRACK 80°OUTSIDE CORNER SIMILAR(OPPOSITE) C-B ANCHOR CLUSTER REQUIRED C-8 ANCHOR CLUSTER REQUIRED or-gtvsf''•.GP �: AT ALL 3-TRACK CORNERS AT ALL 4-TRACK CORNERS `k; N°.58705 w-' ampme :A S7A7EOF ,��: ll 1m11rv1 C NoQoNQE7N1 &Awr ANCHORAGE EXAMPLE CLUSTERS :O.c .,...... ? 't��• 6 ° Nox q SERIES 770ALUMWUM 5GD—LM! IONAV! III� 9!/!8� A PER A405COSOA 8 P.� f g mew aaetr mnrgtron Ibe A.LYNN AEILLER,P.E. m'"' O1� as see NT3 12 m23 P@T0002 C ?.E.#x11m am vaum 21116°O.C. 2x WOOD BUCK TYP.,SEE ANCHOR NOTE 3,SHT.1 SEE CHART,SHT.1 NCRETE SEE CHART,SHT.1 1'MIN. 21!16°Q.C. 21116°O.C.TYP E.D.TYP. 1'MIN. 21116.O.C. Typ• E.D.TYP. TYP. p, •4EP.,SEEANCH+ • .•. ;+'r:'':t �.e•} :•:� ' ... FX�T EXT. ° : ..• SEE CHART 1316°MIN 13/8 MUV _� SHT.1 MPilL MAX r 114' 114' SHIM SHIM MAX MAX WOOD ANCHOR TYP.,SEE ANCHOR NOTE 2,SHT.1 SHIM SHIM EXT. DETAIL A,2 TRACK FRAME HEAD DETAIL B.3-TRACK FRAME HEAD OR TYP.,SEE ANCHOR NOTE 1,S IT.1 SEE CHART 9HT'1 WOOD INSTALLATION WOO D INSTALLATION DETAIL C.2-TRACK FRAME HEAD DETAIL D.3-TRACK FRAME HEAD WOOD ANCHOR TYP,SEE ANCHOR NOTE 2,SHT.1 2x WOOD BUCK TYP., CONCRETE INSTALLATION CONCRETE INSTALLATION SEE ANCHOR SEE ANCH.NOTE 3, \ 1X WOOD BUCK TYP., NOTE 6 SHT.1 SHT.1 2111W O.C.,TYP. SEE ANCHOR NOTE 3,SHT.1 (1�°MAX) SEE ANCHOR SEE ANCHOR NOTE 6 SHT.I NOTE 6 SHT.1 EXT (114'MAX) ( (IW MAX.) NC�RETE 1318°MIN. -�iEE CHART 21/18' 1°MIN I 13/8'MIN. I-• :,:. :i•ar,. x:y ., O.C.,TYP. �" I� ( �h•'� •:}:'a' ''•':� $HT.1 TYP. 2x WOOD BUCK P MIP! I EXT. ,,,.:.••:?r•,:.;t...;,.rF RETAIL E 2-TRACC FRAME 81LL 21/16' �„ " O. 2 TYP. EA., SEE CHART,8HT.1 WOOD INSTALLATION SEE ANCHOR TYP. r+toa=r x NOTE 3,SHT.1 DETAIL F.3-TRACK FRAME SILL DETAIL(i.2--TRACK FRAME SILL r WOOD INSTALLATION CONCRETE INSTALLATION SEE CONCRETE ANCHOR TYP., I �IN SEE ANCHOR ANCHOR NOTE 1.SHT.1 21118°O.C..TYP. 1°MIN 19ykntb��1r NOTE 6 SHT.1 E D« (1/4°,,,,,, NCRE7E 1YP. �� 1 318°MIN. EXT. + �.i%i` SEE CHART "•�'•K:a.t'•4: •.t.w.r,!.' �.4.'!�. •�•: ,,•4• SHT.1 sF�• ri 21118° WOOD ANCHOR TYP SEE ANCHOR NOTE 2 SHT.1 O.C.,TYP. SEE CHART,SFIT.1 RETAIL L Z TRACK FRAME HEAD DETAIL H.3-TRACK FRAME 801 WOOD INSTALLATION CONCRETE 94STALLATION 2x WOOD BUCK TYP" CONCRETE SEE NOTE 3,SHT.1 WOOD ANCHOR TM, SEE CHART,SHT.1 +.'rr I SEE ANCHOR SEE ANCHOR NOTE 2,SHT.1 4..�" .•is�• • NOTE 8,SHT.1 +.;'.�+. ,• ': SEE CHART (IW MAX.) SHT.I EXT. 13/8'MIN 21116°O.C«TYP. 21!18°O.C.,TYP. 1°MIN CONCRETE ANCHOR TYP.,SEE ANCHOR N , . EXT pETNL K MT RACK FRAME SILL TYP. -*; Na 68705 _- DETAIL J.4-TRACK FRAME HEAD CONCRETE INSTALLATION WOOD WBTAL LATK?N ;,C: do 1L 1J J 8!!b c Lbta e NQPCOAA18r PR 9aB7a a >sa l��i'+.JS,S__'t1t0M1't�'��I•Gf•�L�1'•fy�E AW�L P �:� �•` w 1A111 C NO CHANGE TW SHAT ANCHORAGE DETAILS PLOMIDt mnwmg PERArmaD& B SERIES 770 ALUMINUM SGD-LMI Al AS 13 2 : auc PGTWO2 C PE�88708 CONCRETE ANCHOR TYP.,SEE NOTE 1,SHT.I ONCRETE SEE cFW 21/18°O.C.,TYP. SHT.I SEE ANCHOR 1/4'MAX SHIM 1/4°MAX.SHIM 2.04" NOTE 8,SHT.I SEE CHART EXT. SEE CHART (1/4'MAX SHT.I N, Z SEE CHART E)XaT. SHT.1 4- SHT.I CONCRETE ANCHOR 2 /18 4.051* TYP.,SEE O.0 Typ. MIN. C.,TYP. 0 2 111(r EXT. ANCHOR O.C. SEE CHART-6 1 F-El NOTE1, •-TRACK FRAME SILL CAL JAMB CLUSTER FOR DETAILS DETAIL 1.4 SHT.1 M.N.O.P.Q&R CONCRETE INSTALLATION CONCRETE ANCHOR 13V MINN. TYP SEE I'MIN. '�NRY K FRAME JAMB 114"MAX SHIM 1 3w MIN. ANCHOR CONCRETE INSTALLATION 1!4°MAX SHIM I NOTEI, E)Cr. WOOD EXT. SHT.I WOOD SEE CHART SHT.I ANCHOR ANCHOR MIN. 114"MAX SHIM•SEE TYP., ANCHOR TMSEE EXT. CONCRETE — NOTE Z ANCHOR 21H8" DETAIL 0.4-TRACK FRAME JAMS SEE CHART NOTE2, ANCHOR SHT.I SHT.I SHT.1 O.C.,TYR CONCRETE INSTALLATION TYP.,SFJ=- BUCK NOTE 1. I 3W MIN. ANCHOR 2X WOOD IW MAX SHIM SEE EXT. SHT.1 2 1116" IR=-: ANCHOR O.C.,TYP. 21116' NOTE 3. DETAIL N,2-TRACK FRAME JAMB 11 MIN. O.C.,TYP. BHT.I WOOD INSTALLATION Mf WOOD ANCHOR 2X WOOD BUCK V-4: TYP.,SEE SEE ANCHOR ANCHOR NOTE 3.SHT.I NRY NOTE 2, 21!18" DETAIL K 3•TRACK FRAME JAMB DETAIL M. WE JAMB (D.C.,TYP. CONCRETE INSTALLATION WOOD INSTALLATION WOOD FRAMING SHT.I SEE CHART,3H1.1 P-HOOK MOUNTING ADAPTOR MIN. P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK BETWEEN P-HOOK INSTALLATION ANCHORS DETAIL Q 3-TRACK FRAME JAMS INSTALLATION ANCHORS WOOD INSTALLATION ONCRETEIMASONRY (GROUTED BLOCKONLY) l"MIN. SEE CHART, E.D.f=� WOOD ANCHOR SEE ANCHOR NOTE Z SHT.1. SEE ANCHOR NOTE 2,SHT.1. LYNN 41% ANCHOR CITY.FROM TABLES EXT. ANCHOR QTY.FROM TABLES 2A93°MIN, - 1.3,SHTS.7-9 PERTAIN TO 1-3,SHTS.7-8 PERTAIN TO EXT. THIS ANCHOR LOCATION. %* 2.6W MIN. THIS ANCHOR LOCATION, 0,DETAIL S.P-HOOK WOOD INSTALLATION DETAIL T.P-HOOK 11 W 0ONCRETEI ON A JJ Z F Vil 0 NO CHANGETHIS Sh%Er atom ft PERASWCADMIAMMM ILS ........ .. iffism A RRMWDAVECOAVAM PA agx im 770 UMINUM SGD-LMI sm ftft" 114, fit -0�w N-w —agww $WKa=FL3aN Sam" A" 0 AL pa suc G&W" I 6*'� 1"k 1714 -23 1 PG7=2 c P.E.OMM WOOD FRAMING SEE CHART,SHT.1 NCRETE/MASONRY P-HOOK MOUNTING 1 3�°MIN P-HOOK MOUNTING ADAPTOR (GROUTED BLOCK ONLY) ANCHORS LOCATED MID-SPAN ADAPTOR ANCHORS BETWEEN P-HOOK ,�:;a•?; "M' ",•;;i;«•Q" LOCATED MIDSPAN INSTALLATION ANCHORS •;.ei' .:i: .a. * r.' ,.' BETWEEN P-HOOK :'f•+; 't :t•:•' 1: „ •t; INSTALLATION ANCHORS s,.a•:.'i' .•;A.. ::i*ti'd r';^:.�s:� ..,��r;•:+-;;y­SEE CHART, 13/4°MIN. 1114 I . `,L !�••' °'"r: SHT.1 1 1 MIN. E.D. ":: .L. •,n,t:T�: WOOD ANCHOR SEE ANCHOR NOTE$SHT.1. SEE ANCHOR NOTE 2.SHT.1. ANCHOR QTY.FROM TABLES ANCHOR QTY.FROM TABLES 1-3,SHTS.7-9 PERTAIN TO 13,SHTS.7-9 PERTAIN TO THIS ANCHOR LOCATION, THIS ANCHOR LOCATION. 2.89V MIN. 2.893°MIN. DETAIL MM,P-HOOK FOR BOX RISER DETAIL NN.P-HOOK FOR BOX RISER WOOD INSTALLATION CON CRETE I ALLATION �w1lMJi# °edb, DETAIL V.SHT.18, #10 X 1.60" .per ANCHORAGE DETAILS A' PH SMS -14D 1 /V r,�_____e>i-a^_.._+_� ____ __ � &'C',SHT.13 PANEL CORNER F _ —_ DETAIL a Hie PANEL ee PANEL e PANEL PANEL e Hie TYPE ee TYPE e! TYPE TYPE n° 'A' °e 'QS' °i 'AS' 'K' /-DETAIL 1rE',SHT.19, #8 X 1.00° � / ANCHORAGE DETAILS'N' PH SMS(OPTIONAL) SEE ; &7p.SHT.14 iii ee NOTE 3.SHT. Hie e e e 18 DETAIL BB',SHT.19 p a a a r , EXT. 64S nnnesmm+6leannnnnn DETAIL'KK',SH1'.20 DLO WIDTH NOM.PANEL WIDTH-7' 1DETAIL'U',SHT.18, DLO HEIGHT=NOM.PANEL HEIGHT-8.28" ANCHORAGE DETAILS'E' !t t t t t t r r &'G',SHT.13 XX-90°CORNER-XX(2 TRACK INSIDE 90°CORNER) .......... *SEE APPLICABLE ASTRAGAL&INTERLOCK PER OP TABLES F DETAIL ��:V HORIZONTAL SECTION B-B Z*: No.88705 W 0 1 oma A G1 � ST P.• �. � rulutt A1OQET� wmrr�asvaom,oarv� ANCHOR4GE DETAILS IEXAMPLEELEVATIO ,�.o"••.,FCflR1o,. �C��• Rmww i:::*A �� SERIES 770 ALUMINUM SGD-LMl S�O�!tN��A-tL- `•Swv mgma4momomm am IJQI(06�A.3QTI4 B°'d p1°° R0R A.LYW"P.E. 11—op &GTD770 NTS 15 m 23 MTwa2 C sm DETAIL 9W,SHT.19- - �-DETAIL BB',SHT. NOTES: 1.SEE SHT.17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS.18-20 FOR SECTION DETAILS AND SHTS.7-16 FOR ANCHORAGE DETAILS. i^` '1 2.DLO WIDTH-NOM.PANEL WIDTH-7° DLO HEIGHT a NOM.PANEL HEIGHT-8.26° ,♦'`DETAIL'FP,SHT.19. ♦- DETAIL'V V.SHT. 3.(1)LOCK(ITEMS 70&107.110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ANCHORAGE DETAIL Id'& DETAIL Me,SHT.18, ANCHORAGE ASTRAGAL 'P',SHT 14 ANCHORAGE DETAILS TJ DETAILS E 4.PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP TABLES. &'P',SHT.14 DETAIL V,SHT.18, & � ANCHORAGE DETAILS A' (~ l i r-------- r------_-I III--—-0�—-- --—- -- ° v DETAIL'EE',S1iT.18, PANEL PANEL PANEL PANEL ^ ° PANEL 00 PANEL ° PANEL PANEL TYPE TYPE TYPE TYPE i i e TYPE e o TYPE o i TYPE TYPE ♦ ANCHORAGE DETAILS W 'D' 'A' n e e n e t &'P',SHT.14 e n 'C8' n'A' MAX t t e t 'QS' 'K' In I MAX h / h HT. A i o A u /I FIT DETAIL BB',SHT.19 SEE Sp�p I o � o I I pip t�i NO TABLES iii eu m SEE t° °° NOTE TABLES DETAIL'JX,SHT.20 3 iiIs Iu ei 3 a x a O X X X INT. a , . , 1 , �dnnnnannab6nnnnannr� "• EXT. DETAIL'U',SHT. f SEE FRAME& ANCHORAGE DETAILS'E' XX 90°CORNER XX Q TRACK DRAGS U,8HT.18, HORIZONTAL SECTION A A ANCHORAGE DETAILS'E' PANEL CORNER 0)=(2 TRACK) SHT.13 90 0OUTSIDE CORNER)-EXAMPLE &'G',SHT.13 CONSTRUCTION DETAILS Off.16 EXAMPLE ne080Cf MINIM DETAIL W,BHT.19 DETAIL BB',SHT.ill DETAIL'BB',SHT.19 4QQ f* QETAIL'DD',SHT.19, v DETAIL'AA•,SHT.is. DETAIL"If,SHT.19, DETAIL 2,8HT.18. ANCHORAGE DETAILS'Q ANCHORAGE DETAILS'S'&T, ANCHORAGE DETAILS'M' ANCHORAGE 7,SHTS'N &'R',SHT.14 SHT.14,WM'&'NN',SHT.IS &'O',SHT.14 &'J', AILS T DETAIL 9P,SHT.18,ANCHORAGE DETAILS 98-&'D',SHT.13 PANEL PANEL PANEL PANEL F i TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE I MAX ,R, v ,M, ,F, HT. MAX POCKET ° % ! % SEE &DEPE L ; ; /TE N. OT TABLES TABLES Nm _ a3 a3 a X X X X etittte O X X X t ♦`� o�.I LYNN DETAIL' ',Y,SHT. ................ GENSg . ----- _ XXXX(4 TRACK BY-PASS) ANCHORAGE DETAILS 1c :' 705 DETAIL W SHT.18 ` tk No.59 OXXXp(3 TRACK RIGHT POCKET) EXAMPLE SHT. &'L,SHT. ANCHORAGE DETAILS 1P _ * - &'H',SHT.13 J.l 10/!9/91 C AfOCHANOETHISShEE 8T TEO a oweno a vanaa naW co rre °� q,� EMMPLEELEVA77ONS ...... SERIES Ftoa♦vP•�C?�� srr1 ' a rsRe r�csooe�emnrrs aQetgxs� SERIES 770 ALUMINUM SGD-LMI �''%S`S�OP1A� smc RJA am tlsava 5tdflAO AfTS 18 d 23 PGT0002 c At p t Pe PANEL LETTER PANEL LETTER NOTE' TEKO FUND LOCKSME AW71MMc 9.SEE DP TABLES FOR P WlERLOCK LOCKSTKE �' PANEL WIDTH& FDM (sara�7 APPLICABLE ASTRAGAL& R rMO INTERLOCKS. LOCKSTA.E � � LoC�sTILE aff LOCKCKME CS �,c ASMG14L j FXW SIAH$LE CORNER (�e9 w LOCKSME SCj WfERL�K RECEIVER S FVW ASTRAGAL CORNER SINOIF INTERIOR awpm LOONSIXE our QS LOCKSTILE WIFERLOOK (ALL PANEL TYPES) S L Q !N ASTRAGAL �� 9Wt?LB cow 15 EXTERIOR tsWO WIPRLOCK LOCKFf E SINGLE ASnUGAL AS m LR ASS GTAL om SA Wry c awom cur N ASn%gG4L K C/ 3WOW (�taart/ fiv LOCIOME WTERLOCK CM=&7 Ian RI.00K AS"w°AL IC ,NrERLOOK LOCICSTE.E B MGW SWME CORM WIERLOCK WIERLO�c CF RECEWER LOIKST" ' '"'"'"' SWVGLE WTERLOCK effsam FC LOO " RECEIVER E � PP W Maw e L E K WOK LCOICSTM RR LOO UA MaOIL L007W" amain OUT UM M� LOCICSRLE A SINQLE W MOCK LOCK9T@E t t t t t i t DLOCKSTME SOME `.�t��:JGirNS(F''•.'� -�HOERLOCIC J =*; No.Belo$ * . LocKSr/LE � w a•. 0 61 !I � !QlCCFIt C NOCH/kNOETHf88HEET O1° �'. tKp OF •�,�� Fomrtoova PANEL TYPES .,�LtaatQ° '•��; WSW NQKG9l98 fL8427a i 4WO, A aana�uaoAne a ra BqX rase SERIES 770 ALUMINUM SQD-LMl '��l j S'/ONAL 60.900*�HA VA* MOKCbls FL 34214rw rsm A.LYMV Adu.�i.PF. f 08 RJA 5GD7M d NTS 77 23 P Grouoz C P.Fa9"708 SILL RISERS OPTIONS 24 <D EXTERIOR INTERIOR[� 21 (ALL VERT.SECTIONS) 98 4.05r 2 2Ar 3=V EXT 112 'M -� EXT. EJt•I• � EXT. � EXT. � 82 61 I \�� FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER b2 , 28 DETAIL W SCREEN 22 TA HEAD 20 18 4.0.W 3.308° 2.&68° DETAIL WV GREEN �. 1'a EXT �• AT SILL FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER • raoauaeaRv M� F9e�t1► 1 -IDI 4 113 3 113 6 113 8 89 88 8g EXT. EXT. DETAIL V DETAIL x DETAIL 7 FDCED PANEL FIXED PANEL FD(ED PANEL SHOWN SHOWN SHOWN 68 M M T• 72 OR 73 EXT 72 OR 79 EXT. 72CR73 11 7 11 10 8 11 tt itlltl/ 119 119 11 ��aj VY N hju[��i�� 8 6 6 `�a1'r�•'VGENSt:'•� ��: k; 14 .58705 it DETAIL'U' DETNLW DETAIL'Y' •o`• yo n It '�_ J.J. 1Q/91H1 C MOCHAIVQETHf33HEET •. smwi ,� O,o.� VERTICAL SECTION DETAILS 0it� FLpR\VP•''CJ? no ot�rn a rEReear�cwa NOXO � 7d SERIES 770 ALUMINUMSGD-LMI ��� S`S'IOtVA� aw HIM. A PSRABA6 A40600AVA M8 P�Q BQX 9� 8mts amopKn Dees R 3R�4 fin LYNN��I t 1 t t FIX. sC OD0 ?7 c a NTS 1 18 -123 80 81 8�1 OR 81 103 113 16 TC b B0 OR 81 113 113 �4 bAl 87 DETAILW 68 DETAIL'OV OR81 STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL b AND STILES AND STILES 62 111 03 60 OR 61 14 103 113 e t7 DETAIL'II' 65 119 908 168 DETAIL'FtH' AT MIDSPAN DETAIL VP(FIXED PANEL) 103 113 18 1 DETAIL'BB' DETAIL'EE' 8 ��� 28 A�MNuiwlN (Ot$.fSL ��1�p••.��i1M � 27 OR 81 �OR81 29 17 8 es ATJAMS 911 82 113 1061 DETAII.'LL' AT MIDSPAN 28 DETAIL'DIX(FIXED PANEL) OR 81 27 20 80 OR 89 4 INTERIOR 29 (ALL HORIZ SECTIONS) ,�1U1i11 911 EXTERIOR 113 168 '�` p� rosB•.�FR '. 8•e �:. DETAIL AA AT MIDSPAN 58706 DETAIL'GG'(FIXED PANEL) Z*: N 0 'ITEM 01 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1-3, SHTS.7.8 FOR DP ASSOCIATED WITH STILE �� :-CS 10 1�tt CU, J 10M 99781ECd0YOLO0YDRNE °HO�R ZONTAL 1/11 NO CHANGE THIS S ECTIONDETAI L S :�'O,��•c i�JSJeJsI Otp,N AL,��F�. `0 � a VANOMMO s NarWM,89We n am MMAWDAWCO e SERIES 77O ALUMINUM SGD-LAI V�w �4 &2.9 a Q A.LYNN WA PE smo sno �NT ° C ,. P E 688706 ITEM POT DV4 0 PGT.0 DescHptlon REAR POT Dmg.0 Par.0 DesoHptlon •• 1 17308 6173W 2-TRAq(FO:AD 60 173'28 617 PANEL SUE 2 17303 8173Ri 2-TRACK HEAD WITH SCREEN RAIL 81 17328 817320 PANEL STIP(HEAVY DUTY) 3 1735 84735 PRACCH AAb 82 17327 617327 WTE�ADAPTOR 4 , 17312 817312 44RAC(HEAD 83 1228 6TP248 VINYL BULB WS7.-THIN(INSIDE INTERLOCK). 6 17314 817314 FRAME SCREW COVER 64 1720 71728 SILL END WEATHERSTRIP PAD 6 17317 617317 FRAME H EACJAMS ADD.ON 68 17328 617320 INTERLOCK SCREW COVER 7 17304 817304 2-TRACK 901 BY 17329 617329 ASTRAGAL 8 17304 817301 2 TRAC(BILL WITH SCREEN RAL 88 17338 817339 HEAVY DUTY ASTRAGAL 9 17307 617307 3-TRACK BILL 69 17324 617324 TOP&BOTTOM RAIL 10 17310 817310 TRACK BILL 70 1735 417980 WEATHERSTRff+EXTENSION(INJECTION MOLDED) 11 17313 617313 FRAME SILL TRACK INERT 71 1696 71m 1 U2"X v X814°KGHI FIN SEAL DUET Pu= 12 17316 817318 FRAME SILL SCREEN ADDON 72 8163 781511( TANDEM ST.STL ROLLER ABBY. 13 17316 817318 FRAME SILL SCREEN ENDADD4)N 73 6163 78153N TANDEM NYLON ROLLER ABBY. 14 1735 81795 7RACKJAMB 74 SILICONE DOW 899 OR 696 18 17382 E617322 82 2-TRACC JAMB WITH SCREEN RAIL 76 8188 781M GEMINI MORTK2=3-PLY DUAL LOCK WAANO TRIM PLATE 18 1735 W TRACK JAMB 76 7103=FPFX 01032 X1°FL SS SCREW W1 TYPE"F°71P 17 17311 11 TI CK JAMB 77 71MM 1232 STEELA C U-NUT 18 17322 SILL RISER-0 78 1735 817366 3118&1Bt COSS BEAD R_W NTAL 19 17318 19 SILL F48ER-O HOLLOW 79 17967 617367 1'10 BEAD HORL7OWAL 20 17321 817321 BILL RISER•LOW FLAT 80 17369 817369 7116 BEAD HIORIZONTAL 21 17318 817318 SILLRISER-LOW HOLLOW 81 17m 817369 9118 BEADHORmDNI[AL 17326 81735 BILRSER-MEDFLAT 32 1224 SIP247K VINYLBULSWEATH�TRIP 29 17364 617364 8ILL RISER-MED HOLLOW 83 IOTAPE •U2 XVIW SINGLE SIDE ADHESIVE TAPE FOR IS BEAD 24 17320 617320 81LLRL4ER-HIGH FpLLOW 28 17323 817323 BILL ER-HIGH FLAT 100 582 48062 ROLLERADT.HOLE PLUG 28 17333 617333 P( DOOR P4400K 101 72W7 JAMB BUMPER 27 7070 67070 NEOPRENE BULB WSTP FOR P400K 102 185 71� DUST PLUG rN9DUC1'RBY18C@ 20 17394 817334 POCKET DOOR P-HOOK MOINT 70-3- 815 78115( V KEEPER ��!►b�[,w1�dw p dlu 17338 1 617336 IP-HOOK COYER 104 03 70WP SCREEN LOCK KEEPER pal e l$•)� 30 1735 817378 POCKET DOOR P FDDC(POR BOXR�ER 120 17344 817344 FIX D PANEL CLIP-8-LONG OPTIONAL PARTS WSHOWN IN DRAWING) 120 17362 617332 EXTERIOR F07ED PANEL RETANER t 40 4319 WKSCREEN REEN SIDE RA6.-LOCKSTILE 107 1739 71732 HANDLE KR-INTERIOR RAISED WITH THIIAW TURN 41 REENLOCK$ET 120 1740 71740 HANDLE KR-RAISEDE)QERIOR HANDLE 42 REEN KEEPER SPACER BET 108 1731 781828N FW LE KR-RECESSED INTERIOR WITH THUMB TURN 43 6182 REEN 99ENLOCK ADAPTER 110 1732 78178 HANDLE KR-RECESSED EXTERIOR PULL REEN DOUBLE INTERI O 111 710 04PPSDAX 010X314°FH.PN.TEK-S.S. 46 4317 TOP RAIL 112 1236 =16 WSTP,•270X.170-FTNSEAL 46 4318 EENSOTIOMRAI 113 1712 8405 •187X.230FINBEAL 47 65 78RAZ STANDARD ROLLER 114 71WCI16PPX 010X 11/2° 48 869 MU STANDAIM ROLLER-ST.BTL 118 710)(PPT 010X1° 49 4344_'__64344 SCREE ASiRAOAL 118 720 M 014.20 X 1°ST.87L 5 17349 81 0)0 SCREEN ASTRAGAL ADAPTER 117 72=10t 014.2D X 1.6°ST.87L. 51 152 81692 SCREEN SPLINE-.169 118 17338 617518 CORNER RECEIVER 62 1694 81694 SCREEN SPLINE-.19 118 17397 617337 OUTSIDE CORNER ASTRAGAL 51 61810 SCREEN CLOTH 720 17338 8117938 WIDE CORNIER ASTRAGAL 64 1728 IM x C x 1/16°SITTING BLOCK 66 1728 1°X4°X V18'SITING BLOCK 14111! 202 1 GLASS /10 LAMINATED Hr-HT PVB 210 GLASS LAMINATED 1O 3/16T-7118 LAMINATED HT-HT PVB �� y 220 GLASS B LAMINATED HI'HR PVB 211 GLASS LAMNAT(�Ki 1147-7116 LAMINATED HT44T Pve .��.Z� ' NSE GLASS 7NBLAMNATEDHrHTBGP 212 GLASS 1AM16NATEDIG3/16r-7/18lAMWATEDHI HTSGP : ~:'1 GLASS 6 LAMPYLTED FR•M 8OP 213 GI.A88 LAMINATED IG 1/47-7118 LAMINATED HFHrS. • 6BI05 NOTE:ALL ALUMINUM=8083-TB _ is K—a NO(7 GETMBSfIEET J m7FCvJOLOSYDR" PARTS LIST O wo)7 FL30Y78 » , . '•........•A FMIN aa4MC> s p�B F1=3 SERIES 770 ALUMINIUM SGD-LMI �RIA o NOPQ7M(�FL 9�4 btaMoas mm a maw xee A.LYNN mW:ER,P.E 77o NTS 29 -23 PG7=2 C PF$687W 1.303° r 0-.080° � 0.718' 1.060° 0.83° 1.050" 1.003° 1 1 0.082° JJ__tt " 0.326° 1.888 0.080" 07.778' 0,7 02�° 0.708° 1.182` 0.082' 0.082° 022 0.757° 0.0&1° 0.060" O.ObO° Ox9v 1.739" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD(SINGLE) SILL TRACK GLAZING BEAD d.GJ FIXED P L CLIP FIXED PANEL RETAINER INTERLOCK (W MAT'L:8083-T8 MAi'L T8 (78)MAT'L:8063-T8 (/1)MAT L:8083-T8 (79)MAT'L 8083-T8 3.879' (1 T'1»8083-T8 (108)MAT L 8083- ( )MAT L 8083-T8 3.802" 3.979" 0.762" 2304" 0233a 1.183" 0 0.076" 1846" 0.076" 1.646" 0.082` 0.788" 0SCR P-HOOK SCREW COVER 0 P-HOOK MOUNTING ADA (20) MAT'L 8083 TS d.12Gm 0281" (28)MAT'L:6=46 P-HOOK FOR BOX RISER HEAVY DUTY ABTRAGAL 3.802" (30) MAT'L:6083-T8 n16083-T6 (88)MAT'L 6N3-76 F[IL 4.128" 4, 1-+--4" 0.874" 0.076" 0. 0.082" 1 90 0.133° 18° nae�jplyfiq ftPAdb P-WOOK (20)MAT'L:8083-T6 3.12W -10 t • �} 326° STANDARD STILE TOP90MM BOTTOM RAIL (60)MAT'L:6063.78 DrNrt (69)MAM 8083-T8 1.872" 0 HEAVY DUTY STILE (61)MAT'L:806348 0.7$0° 0.760" I I S CREEN 8TILE 9" -"-lt-1•.4- 8T 02320.02 1.01 0. 2 0.08 (40)MAT883.78 082 0.7b FLUB FLAT SILL RIB 0232° 8 MAT608346 0.232" O.Q82° 0.808° 4.055° 3.306° 3.965° 2.866"0.082° 3.206" 2.456° Lj I lttt ul I `.��. 0.082" -+tt�-jj OAW 0.082" - 111= HIGH BOX 0.L RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT ILL RISER MED.FLAT SILL RISER HIGH FLAT S0.L RISER _= NO (24)MAT'L 6083.78 (23)MATT.:6083-T8 (21)MAT'L 8063-T8 (1 9)MAT L So83.T8 (0 MAT'1.:6083-T8 �)MAT'L:6083-T8 26)MAT L:L83-T8 a. H w, a tl P JJ f0H1/t9 ir 140aMNOETHt88HEET ° Cti tom a s FJCTRUSIONS SIN fiocH°A: t9�1`: zero lam Now rwawe A PMWAAaU40ECMAM a SERIES 770 ALUMINUM SGD-LMI �'�iFS'SIONA� a � �rco �seva � "• atrrhdM.'Vu�d`PE RM s+DT/a "', 22 m 23 PGTOOD2 C RE.888708 6.089° 8.682' 1.38" � 1.046° 1.38° i 1 211° 1 0.082° 0.081" 0.061, SCREEN TOP RAIL ° 2-TRACK 4 SILL (46)MAM 6063-T8 0.081° (1 MAIL 808378 (10)MAT'L 83.78 8.198° 6•sm 8.198° 5.089° _ 1.606° Imo-- 0.876° 9.211 1° 1 1.993° 0.081° 0.0�° 3-TRACK SILL 0.082° 2-TRAC 2)HEAD W/SCREEN TRACK (9)MAT'L:!0SILL8 SCREEN BTM.RAIL 8221° --� (48)MAIL 8083-T8 (14)M�CK Ts 7.106° � 2-TRACKJAMB W/ 1.806° SCREEN TRACK 1.38° (16)MAT'L•8083-T8 1211° _ I 0.00RCWRT08 TRACK 1.38" 0.081" Li nT- 3-TRACK HEAD 0.081° o rsooDIWT PiWWA lr�M► (3 MATL:8083-T8 4.�, 9.142• I 0.081° MR U-is 1.60b" 1.2.11° 7.106° O.Q80" 2-TR�A K SILL 4-TRACK 0.�1° (!}agq�7'.:X3.78 9.141" (4)M L 80 T8 1.03° 6.821° � • 4' - 2883° 1.8° 1.498° 0.133° 0.080° 6.821° `���pN•(.LYNN•M/ ���ii IN SO)ECORNERASTRAGAL 3-TRA%JAMB `.` ��.•• HSF'•kF� i. (120) rL:8083-TB OUTSIDECORNERA3TRAGAI 2.828° (18) v (119) MAT'L T8 C�RI ER RECEIVER *: No.58705 4-TRACK JAMB (118) MA L� (17)MArL 8 - J.J. 10H1/11 C lFO CHANl1E7Nl33HELa7 ° C ����•, STA7EOF ;X40- IMTECI vo,.oer EXTRUSIONS F10RIOP ....�v►M A rera nm� ws N p ,� SERIES T/0 ALUMINUM SGD-LMI S/ONA1��E�G OB/O�I08 RJA kDIR A84274 em. a aaeayRn - ALYNN�t P.E. scarrio NTS 23 423 PC3T0002 C Peseros