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HomeMy WebLinkAboutNOA. MIAMI•DADE 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T(786)315 2590 F (786) 31 5-2599 v"nv.mia midade.sov/economy BY St. Lucie County SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hight Velocity Hurricane Zone. DESCRIPTION: Series "SGD 770" Aluminum Sliding Glass Doors w / wo Reinforcements —L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0002 Rev. C2, titled "Series 770 Aluminum SGD — LMI", sheets 01 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 01/23/14, sighed and sealed by Lynn Miller, P. E., bearing the Miami —Dade County Product Control Section 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. Egress operable doors must comply with minimum clearance width per FBC, as applicable. LABELING: Each unit shall bear a permanent laBI `t the manufacturer's name or logo, city, state, model/series, and following statement: "Miami —Dade Mdprodtibt•6enic,ol Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a rettetvtal ftlication 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 No. 11-1018.14 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. M61MIOADE COUNTY NOA No. 14-0123.10 Expiration Date: Fe 1 1742 Irs opt.", Approval Date: Fe rt1jit� PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTJED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0002 Rev. C2, titled "Series 770 Aluminum SGD - LMI", sheets 01 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 01/23/14, signed and sealed by Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P. E. 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 aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-59801 FTL-5993, FTL-6036, FTL-6001, FTL-6014, I TL4015, FT"017, FT"023, • FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09, signed and sealed by Julio Gonzales, P. E. Note: The test reports No.'s FTL-5980, FTL-6001 and FTL-6015 have been revised and reissued on 12/29/09, all signed and scaled by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-09 Jaime D. Gascop, P. E. Product Control Section Supervisor NOA No. 14-0123.10 Expiration Date: February 17,2015 Approval Date: February 06, 2014 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.134129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, issued by manufacture, dated 01124/14, signed and sealed by Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7554, issued by Fenestration Testing Laboratory, Inc., dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. 4. Proposal issued by Product Control, dated 08/12/13, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FT"015, FT"017, FTL -6023, FTL-6024, FT"025, FTL--6028, FTL-6031, FTL- 6033 and FTL-6036, issued by Fenestration Testing Laboratory, hie., all dated 08/10109, signed and sealed -by Julio Gonzales, P. E. (Sttbtititted under previous NOA No. 09-0826.10) 6. Proposals No.'s 09-0177, dated 03/17 & 31/09, 09-0177A, dated 05/07/09, 09-0177B, dated 06/09/09 and 094177C, dated 11/18/09, all issued by Product Control, signed by Ishaq Chanda, P. E. (Sttbtttitted under previous NOA No. 09-0826.10) G. OTHERS 1. Notice of Acceptance No. 11-1018.14, issued to PGT Industries, Inc, for their Series "SGD-770 Aluminum Sliding Glass Doors %v/ wo Reinforcements", approved on 12/01/11 and expiring on 02/17/15. Jaime D. Gaseon, P. E. Product Control Section Supervisor NOA No.14-0123.10 Expiration Date: February 17,2015 Approval Date: February 06, 2014 E-2 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR DESIGN PRESSURE CHART I. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS- T=TEMPERED HE - HEAT STRENGTHED SEE TABLES 1, 2 & 3 ON INTERLAYER TYPES- SGP -.090 OUPONT SENTRY GLAS PLUS DBPVB-.090 DUPONT BUTACITE PVB 7, 8 & 9 G3 - 7116' LAMINATED: (2) LITN9 OF 311W HS GLASS WITH AN ASO DSPVB INTERLAYER SHEETS G4 -711W LAMINATED: (2) LITES OF 311V HS GLASS WITH AN.090 SGP INTERLAYER. G6. 1' LAMINATED I.G. 3/16' T EXT. CAP 43/8'AIR SPACE +7hW LAMINATED; (2) LITES OF 3116' HS CLASS WITH AN.090 DBPVB INTERLAYER. G6-1° UMINATED I.O. 3116' Y EXT. CAP +3/8'AIR SPACE+ 7/16- LAMINATED: (2) LITES OF 3116- HS CLASS WITH AN.090 SGP INTERLAYER 36A-1' LAMINATED I.G. 1/4' T EXT. CAP +6/i6' AIR SPACE +7/1V LAMINATED: (2) LITES OF 3116' HS GLASS WITH AN.090 DNPVS INTERLAYER. 38A-1° LAMINATED I.G. IN' T EXT. CAP+ WIG' AIR SPACE +711W LAMINATED: (2) LITES OF MV HS GLASS WITH AN.090 SaP ININTERIAYER G7-7/18' LAMINATED: (2) LITES OF 3/16- ANN GLASS WITH ANON SGP INTERLAYER, 37A- AILS' LAMINATED: (2) LITES OF 114° ANN GLASS WITH AN.090 SGP INTERLAYER. GS- I -LAMINATED I.G. 3/18° T EXT. CAP +3/8'AIR SPACE ♦ 711V LAMINATED: (2) LITES OF 3119' ANN GLASS WITH AN.090 SOP INTERLAYER 38A.1 LAMINATED I.G. 114- TEXT. CAP +Sl16°AIRSPACE +7/16- AMINATEM..(2)LITES OF 3116'ANN GLASS WITH AN.090 SGP INTERLAYER MAP SHEET GENERAL NOTES.............I QUALIFIED CONFIG.......... 2.4 GLAZING DETAILS ............ 6.6 ANCHORAGE .....................7.16 DESIGN PRESSURES....... 7.9 ELEVATIONS ..................... 96.16 CANFIGI (RATIONS....._.... 17 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLESASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 331/3Ye 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 MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH IS. 4. SHUTTERS ARE NOT REQUIRED. S. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS P71.5980, FTL-5993, FTL.6001, FTL-6014, FTL.6015, PTL-6017, FTL-6022, FTL-6023. FTL-6024, FTL-6025, FTL.002B, FTL-6031, FTL-6033 AND FTL-6030 DATED B/7/09, FTL-7654 DATED 1 V01/13 ELCO TEXTRON NOA 07-0426.01, 03-0225,05, ANSVAF&PA NDS-2005 FOR WOOD CONSTRUCTIONAND AOM-200SAWMINUM DESIGN MANUAL T. THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLYWITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANEZONE(HVHZ). B. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONSI SEE DP TABLES (SHEETS 7-0) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2.4). A.D.L.O.WIDTH-PANELWIDTH-7' B.D.L.O.HEIGHT-PANELHEIGHT-826° NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13.16: 1. FOR CONCRETE APPLICATIONS IN MIAMI-0ADE COUNTY, USE ONLY MIAMI-0ADE COUNTYAPPROVED ELCO 114°OR6116' ULTRAGON(FORMERLY TAPOOM CONCRETE SCREWS OR 1/4° ELCO SS4 METE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT. EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE 012 STEEL SCREWS (G5). I/4° ELCO SS4 3. WOOD BUCKS DEPICTED AS tx ARE LESS THAN 117 THICK. IxWOOD B WOOD BUCKS DEPICTEDAS 2x ARE 112'THICK OR GREATER. 1XAND2%BUCKS (WHENUSED)SHALL BEUESIUNhU IU PHVrm LT uwnarcn,.vuo, ,n�.....UCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OFTHE ENGINEER ORARCHITECT OF RECORD. 4. FORATTACHMENTTO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T6AND A MINIMUM OF Ila' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN W THE DETAILS USING 2X WOOD BUCKS. THE ANCHORS SHALL BE 612 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, S. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX 114-SHIM SPACE 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. 308 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION Me,<ny slronpm Ropulmmenb aonwN < oreao nmum row enland M mum Edge n<4 AeAu ramenN concrete Slren9N Repulremenle rypa Ole, to• unProenma cxu Asrx cm e4en4911 emce 114' 27W pet oroWdCMU AsiN c4owm Dom <wUo,WnB end toe 2=12.12PAPP Concrob UnOmuNBCMU areWC CNU D[o UlLecoO 5119' 350D W1 IN PB4 ale. NIn Fi114 M114 Ed NIrt FYn0. MIn. FA NIrt Fm4 MIn. EJ QCO Cmtoilex SS4 iN' =PN Ii Dw Ulttewn V4. t 94 2 >R 1 1l4 2 1R 1 L4 2 IQ P.O. BQX I= Wi=[B.FLa4274 Danmeaa. Em6.=EmbNmenl ES - ECpe Cietevice ml - MiMI' m CONCRETESCREWSSTRENOTNS: FyMIN.=13SKS1 FO MIN. e777KS1 Buono I MS 1 1 e 23 SECTIONS............ 19 LIST ....................... 21 * r No. 68705 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SEE D.P. TABLE, SEE D.P. TABLE _ —� SHTS. 7-9�—� SHTS, 7-9 Nr— Nlr— SEIE SEE S� DP / 3 j� DP TABLE /� TABLE / / 8 �7 9TA SHTS. / SS. / / Xp XO, OX, XX, OXO, OXX, XXO, XXX,�® SEE D.P. TABLE, XXp OXXp, XXXp SHTS. 7-9 00, CORNER 3 SEEDP / a TABLE SHTS. 7-9 a C� �DUCi RBV100O mplyu RRVI iho R"dde eame N Go �/ �/ N. XX3. OXXO, XO, OXXX, XXXX, fL op Unw /� XXXXp CORNER, TYP, POCKET, TYP. elo n u" vuLemrni' POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING LYNN y pi, DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp, OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. ice` X SIGNIFIES OPERABLE PANEL, 0 SIGNIFIES INOPERABLE PANEL. `•.CX7�ly .p SATE F : • r(/. ai rarart C NowmaETHI33HELT QUALIFIED CONFIGURATIONS ";O,o�•.., rf,D�,D?:: G=�` ,ma r3awaLo3rawva: _ as Dfrzwra ca NO cwwcEs ro nnssxEEr rroxoays.n.sana SERIES 770 ALUM. SGD-LMI ""SIS�IONAL``� ➢.0.86CIB0 ,y, y eye a.,vw ALTRMA110 ,P.a NDKOldl3, 0.911)4 —SMC 08�mg "� 30D)10 NT8 2 s 23 FGT0002OC2 P.EAfiO]OS W o Ll ier � � v bTx 11 m �1 S TP Si i IQFF n P TARI F SHTS. 7-9 EE IP BLE ITS. s -9 OXXXO, XXXXO, OXXXX, XXXXX, XXXXXp SEE 900 CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 S TP Sf CGF n P TAR] P SHTS. 7-9 EE TS. -9 I ME l�AI7 iEl, 72 xxxxxxp i@riN1fV APPROVED CONFIGURATIONS * N0.55705 - — --- P.a f61B yyy ar a.Irw ws A. LYMI MILLER P.E. SMC 0&DStt18 '0��'n'11"� ® sonnP NTS 3 d23 PG70002 C1 P.E.06B106 APPROVED CONFIGURATIONS: S C TA SF 7 SFF D P_ TABLE. SHTS. 7-8 EE iP BLE TS. /Al Al Al oXXXXXo,XXXXXXo,oXXXXXX,XXXXXXX, XXXXXXXp SEE 900 CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 3FF RP. TARI_F. S TP SF SHTS. 7-9 EE a TLE S. % % % % % o -I9 oXXXXXXO,XXXXXXXo,oXXXXXXX,XXXXXXXX, XXXXXXXXp vo.S 'W NONOMIS RWN SWIM I NTS 1 4 • 29 1 PGT0002 58705 • P.E. zoz EM I N zQ4 z1a 2M.-Ina 3118' HS GLASS 3/18° HS GLASS 3/18° ANN GLASS .090 DBPVB 74 .090 SSOP 74 3/16" HS GLASS NOM. - 3/16" HS OLASS -- 7/16" NAM. �-{ 3/17116° OM. yy. NOM. OM. GLASS GLASSS N BITE $0 BITE E54 54 7118" LAMINATED GLASS TYPES G3 7/18" LAMINATED GLASS TYPES G4 O7/16" LAMINATED GLASS TYPES G7 203 205 215 MtFRiaa 1/4" HS GLASS Ex FRM 114° HS GLASS MT�Ni .090 DBPVB 7a .090 SGP 74 1/4° HS GLASS - 1/4° HS GLASS 114 9fI8'NOM. 9/18'NOM. 82 3/4° NOM. 82 3!4' NOM.NOM. GLASS GLASSSS 81 BITE 81 BITE TE PROpUCTRRVISED 64 54 m� ely vlih M. Platlde AasPMnre Na , 9/18°LAMINATED GLASS TYPES 03A 9/18" LAMINATED GLASS TYPES G4A Q9/18" LAMINATED GLASS TYPES G7A PapliWien um %1 .dinoiL6eJaPmduo onbol"� \\\t\I\Illlll„ �d aa��'.: VGENSF •''�'Y �. ' No. 68705 0*1 dV. f0/1f/N C NDCNM'DETHISSNEEf mrotEau ays NDxa�uS/L3<tts GLAZING DETAILS6%11 ���„�NA�\�,�� JR Of/23N0 CY ADDED GLIZ/ND7YPLSG7 A419807 •tlP1 m' SERIES 770 ALUMINUMSGD-LMI NMV., A. TN MLLLER P.E REA 6610.6 b 8DD0 _S— 5 r PGT00D2 C1 8p�n OW 210 212 216 €IGffi4H 3N6" HS GLASS 3116" HS GLASS MRIOR 3/16" ANN GLASS .090 DBPVB MERM .090 SGP .090 SOP 311V HS GLASS 3H6" HS GLASS 3l16" ANN GLASS 33/16°AIRSPACE 74 3/8'AIRSpACE 74 33//gg AIRSPACE 74 3l16" T GLASS 3/18" T GLASS 3/16' ITEMS 1' NOM. II 1' NDM. — 1° Noh 83 1 83 83 314° NOM. 3/4° NDM. 3/4° NOM. GLASS GLASS GLASS 79 BITE 79 SITE 79 BITE TRUSEALDUPASPAL8PACER TRUSEALDUPASEAIBPACER TRUSEAL OURABEAL SPACER 1" LAMINATED I.G. TYPES GS 55 1" LAMINATED I.G. TYPES G6 65 A 10 LAMINATED I.G. TYPES G8 55 211 213 217 3/16" HS GLASS 3/16" HS GLASS 3/16" ANN GLASS .090 DBPVB 9XTERIOR .090 SGP .090 SGP 3116° HS GLASS *lr3A'11R' GLASS 3T76°ANN GLASS74 1:%IERIOR EXTERIOR 6116'AIRSPACE 74 CE 74 6/18'AIRSPACE 1/4' T GLASS S 1/4° T GLASS1°NOM. M. — 1'NOM. 833/4°NOM.3/4' NOM. 3/4° NOM. GLASSGLASS GLASS BITE BITE 79 BITE PRODUOTTUIMM TRUSEALDDPTfl115EALWPASFALBPACER A�plembNo1" LAMINATED I.G. TYPES GSA 55 INATED I,G. TYPES GBA 55 QT' LAMINATED I.G. TYPES GBA 66 Emi"mtq pnro / D 0 h9nml DoJeProdnal0onirva�. N111111111/ll a,; ��GENSp ., •P z k * : No. 56T05 it Cql� 11 .P S1AEO JJ. 1Wr1/H C NOCNANGETHISSHEET IwaTBaavaoorowvB GLAZING DETAILS _ JR OU13YT4 C2 AODEO GLAZING TYPESGB B21B 8O P21T. NCxOk/SR9Ifl6 R SERIES 770 ALUMINUM SGD-LMI P�o.� NOPAAYWBQNTSA vtr e.� aMnx. ae A.LyMM RER P.E.MR9w00 NTS 1 6 S4hySI RN a23 PGTG002 CZ P.EA58705 DESIGN PRESSUREAND ANCHORAGE -UN -REINFORCED -STANDARD STILE -STANDARD ASTRAGAL ALE], a ICA08SLL OI3B) M OCKSIPAIGHf800Md8TASTRAlT4LQVS1FR RlG NRTA4311ATEANOMCIY. PERPAB H4 S. >JAMBANYNORQTY. >SHOOKANCIOROIY. G3.7/iVLAMNA7EDGLASS.(3f16'HS./PJB/3/16'HSJ AmS rTypoe: 03A-S)IS'IAMNATT0 GLASS - (Ile IRS. I PJB I IW K&) 1)'IW SLOD LLTRAWN(FORMB YTAPNN 0.7/I6-LAMMN78) LGU-(&18' TBvP. IAIRI NIS' KS. I PJB/WIT H&) 2)'1/4'S84 CRETISRIX GSA -711V LA"TOLOU -(11V TB ..I AIR/ 3I1V HIS. I INS I WI V HS.J 3) WIB'LLTRAWN 07-71T6'LAMM4 GLASS.(WlWAMI/SGPIWI6'AM I 4) V12 ST®. SDIEW(W) OTA-SH6'LAMMT®GLASS.(04'AMISGPl1/4'AIAl) '693ANCHJR4GENOlE91 620NSl I. W-7118'LAMNOT®LOLL-(WIWT@N./MIWI'AML)SWIWIVAM I GSA-7liVLAMNAT®LOU- 1/4'TRPlA 13IIWAMIISGP/W16'AMl UNITHEIGHT 80 84 SO 88 NOM PANEL FRAME D D O D D T Z G Z U 0 O u U N10TH SIDE N ' 1O V N p N ' en O N V N N N N GLASS TYPE-ALLASOVE +60 .60.0 -60 .60.0 -60 .80.0 -60 .00.0 re �HAS C4+1 C4+1 C4+2 C4+1 14 C6+2 C4+1 C4H C4+2 C4+1 C4+1 C4+2 24 JAMS 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 5 6 6 6 5 6 6 5 6 6 6 GLASSTYPE-ALLABOVE +80 .60.0 +80 .60.0 +60 40.0 +60 .00.0 HAS C4H C4N C4+2 C4+1 C4N C442 C4+1 C4N C4+2 C4N C4H Cd✓d 30 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK( 5 6 5 6 6 5 5 5 5 5 5 5 GLASSTYPE-ALLABOVE +60 .00.0 +80 .00.0 +80 .60.0 +60 -60.0 �^ H89 C4+1 C01 Cd+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4N C4+1 C4+2 38 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 6 5 5 6 5 5 5 5 6 5 8 GLASSTYPE-ALL P80VE +60 .60.0 +80 .00.0 +80 -80.0 +60 .00.0 P� H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 42 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 5 6 5 5 5 8 8 8 8 8 8 GLASS TYPE -ALL ABOVE 460 4i0.0 +80 -80.0mo 80,0 +60 -80.0 H&8 C4+1 04+1 C4♦2 C4+1 C4+1 4H C4+2 C01 C4+1 C4+2 48 JAMB 10 10 10 10 10 10 10 10 10 P-HOOT( 6 5 5 8 8 B B 1 7 1 7 1 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4 SILL 2. WHEN USING THE 21/2' SILL, POSITIVE WATER DP IS 48.07 PSF MAX. WHEN USING THE 4' SILL POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A 3.4%31/4" AND 21/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 112' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BYAN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM}. THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. ® DLO WIDTH =NOM. PANEL WIDTH -r DLO HEIGHT= NOM. PANEL HEIGHT -8.26' O= EXAMPLE ON SHEET 10 TABLE to SILL HT. VS POS.OF SILL RISE HEIGHT (+) DESIGN LOAD FLUSH 1-10 WA LOW 2.1IY +48.67 FGF MED 3-1/4' +60.0 PSF HGH 4' +60.0 PSF SEE NOTES 1-3 Pa BQX I63p N01(OMLq R 81274 90' INSIDE CORNER OH LENGTH I OH LENGTH 111ulllli OH OH HEIGHT HEIGHT �` pN,.........; 8 EQUAL TO 1 � ``�. • VpENSS (3 OR GREATER No. 50705 SEENOTE 3-JH j 7 - 23 1 POT0002 DESIGN 0 6 E MOARD TASLE2. >IE1Dd6LL 0EN N19EOIXde1RAGHfd COPoditABiMOAL RARiet0.1H N18E®t11EAN0p1401Y. W4MNLH88 aJABgAK1tl4AM. >plbq(ABOCRtlIY. Anq rlyW: N-7AB'IA6PN}D1 N.(Lte•MdWPl3ltVKe) e]-1/IB'IAMICT®OW86.(NB'ANL/GGP/LIB•AW) 1)'ll4•BMULLL 0014(FOfA94.YTA OlA-WIB•U6fN1EAGIA89 (111'He.I6GPl1A'H&) 0}A-WIB'lAMV1TB]tlA68•(1//'ANTI/6C#/1/1'ANt) 2)'111.6B,; B nm G9-}/IB'IAMNAi®LO.U-ryIB'1D.P.IAg12116'H&166PIY1B•HB) O6-}/IB'UA4141®IOD.-(YIO•IB.T?IAq/L1B•AMl/BGP/LIO•AMi) 3) wvvm11t GSA•]/IB•IA1,4AIE}LQ4•(1!1'i&P./AgIL1B•Hfl I6GP/BItB•H0.7 ABA4IIB•lAMN11®10.LL•(111.19W./Aq/YI6'AHIIBGP/Y18'AH1) 4) VQB SQEW(GS) •BffANDEP.IOENOfB3182 WElHfI. UNITHEIGHT e0 B4 Oo&$ ee t02 IDS 114 120 NCALAMEL WO111 FRANE SIDE 1t 2$ 5��$ S ry 7 ti 5 5 n j� 75 $j�$ S S LS 3 GV3S TYPE-AtLABOVE B0.0 40.0 ODD 40A BAD 40A 80D 40A BAIA 40A 00.0 40.0 BOA -no BOA 40A L' H6S C4N N.1 CB•2 C4.1 CN1 C0+2 NN N.1 DBr2 Ns1 C4H CBr2 NH "+t CB.2 N+1 G+1 CBr2 N•1 N+1 CB•jj�+l +1 C0+2 24 p JAMB 10 10 10 10 10 10 10 10 10 10 to 10 12 12 12 12 12 12 12 12 1212 1] g PHOOK 6 6 fi 6 6 8 6 6 6 6 6 6 B B B e 0 e 0 0 BB B GlA&BTfPE•ALL PBU'E 00.0 40A 00.0 40.D 50.0 40A BOA .60.0 B0.0 40.0 BOA 400 ADD .80.0 40A H89 C4+1 C4+1 C0+2 C4+1 C9+t CB+2 C4+1 C01 C0+2 G1+1 C4+1 CB12 C4+1 C4+1 CO.2 C4+1 Cl+t M+2 NH C4+1 M+4+1 N@ 30 JANB fA 10 10 10 10 t0 10 10 10 10 10 10 12 12 12 12 12 12 12 12 1212 12 RHCOK 5 e B 6 6 6 6 B 6 6 fi 6 e B B B B 6 B e BB BBOA .60.0 60.A 40A 80.0 40A 00.0 •60.0 BOB Bao 60.0 40.0 804 ADD 404NN C4+t 22+2 C4H C9N C8+2 NH C4H C8+2 C41.1 04•t C0+H CB+210 10 10 10 10 1012 12 12 12 12 12 12 12 1212 125 6 6 fi 6 e 6 e e 9 e e ] ] ]] ]G1A8.8TYPE-ALLABOVE W.0 40.0 No 4" BOA 40.0 BAD •60.0 Bob 40.0 60A 60.0 BOA 4DA 40A$L$` H88 CNI G.1 CBr2 N+t N+1 CBr2 N+1 C4+1 CB+2 N+.1 NH CBr2 N.1 NH C8+2 NN Nr1 C8+2 N•1 C4.1 CB•C4+1 00+2 92 JM1B 10 10 10 10 10 10 10 10 10 10 10 1O 12 12 12 12 12 12 12 12 12 12 12 12 i PMODK 6 0 6 6 5 8 B A e B B B e B 7 7 ] 1 7 ] 7 B B e B GLYGBTYPE-NLABDVE no WD BOA 404 BOA 40A BAD -BOA BOA 40D BOA 40A BAD 40.0 e0.0 40A H68 N.1 01.1 C9.2 C +1 N.1 CB.2 N+1 04.1 C8+2 C +l C4.1 06+2 C4.1 C4+1 C8+2 GM N•t C0+2 N.1 Cd•1 N.2 C4+1 N l W=2 48 JAMB 11 10 10 10 10 10 10 10 1A 10 10 10 10 12 12 12 12 12 12 12 8 12 12 ,2 12 PHOOK 6 6 b B B B B B 0 ] ] ] ] i ] B B B e e e 9 B e OLA99TYPE-ALLABOVE NA 4 .O BOA 4 A BAD 400 BOA 40A PANELS OVER 46"WIDE NOT AVAILABLE OVER S&'HIGH 64 HdS JAlNI RMOOK C4.2 C4.2 C6+2 N+2 04.2 C6@ C4+2 C4.2 C5+WC4+2 10 10 10 10 10 10 10 10 10 e e e e B e e e 7 GIABBTYFE-ALLABOW ODD 4o.D BAD 40.0 60.0 40.0 00 p H8S C9+2 C/+2 C6.2 CN2 C4.2 C6+2 C4r2 C4.2 Co- JANB 10 10 10 10 10 10 10 10 10 10 10 RHOOK B e e B 1 A 1 A i 1 ] 1 i 1 T 1 7 1 e 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4" SILL. 2. WHEN USING THE 2 1/2' SILL, POSITIVE OP IS 46.07 PSF MAX. WHEN USING THE 4" SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3. 21/2'. 31/4' AND 4' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1J2' SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FED EGRESS REQUIREMENTS. P.=d(OJBSKa, A Nn.1ATld O- EXAMPLE ON SHEET 10 TABLE 2A SILL HT. VS POS.OF BILL ME H3GM (+)DESGN LOAD RI1SH-1d2' WA LOW-2-1/2 +4GB7PSF = •3.1/4 .00.0 PbF HIGH.4' +AO.OP$F SEE NOTES 1a © B, 67 STANDARD ASTRAGAL HEAVYDUTYSTILES SEE SHEET 7 OR 0 FOR 00' DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = NOM. PANEL HEIGHT- 8.26" OH LENGTH I OH LENGTH OH OH HEIGHT HEIGHT It EQUALT01 QI OR GREATER �01 SEE NOTE 3 = 6 - 23 1 PGT0002 No. 58705 DESIGN PRESSURE ANOANCHORAGE-UN-REINFORCED- HEAWOUTY STILE-HEAWDUTYASTRAGAL 7A6LE3. >HEA086LL OI46)MHILOCN, BTRADNT6 COIINB1Ae1RA0ALCWSTBi RU9 M WATEANGKOR ON. Phi PANS.H0S, >JAMSANCHOROTY. >PROOKANWOROIY. 04-YAW LAMNATFDGLASS-(3RB'H.S./SGPl3/ITU.S.) Amtol Typos: 04A•0118-IAMNATFO GLASS -(1/4' HB./SOP1114' HS.) 1)-1/4' B.CO ULTPAWN(FORMERLY TAPOON) 06-7110'LAMINATED LO.U.-(3116' TEAR IAR 1311 V H.S. I GOP/ 311V H.S.) 2)'114.864MEISREX MA-7116'LAMNATS)LO.U.-014'TEMP. I AIR/ 3HB-H.S./SOP/ 311V H.S.) 3)-a/10•ULTPACDN 07-7l19-IAMNATID GLASS -(3018'ANN. I SOP/3110'ANN.) 4) 11281EE1SMSNUIS) 07A- SING* LAMNAT®GUM -(1/4-ANN./SGP/1/4-ANN.) 'SEEANOIORAGENOTE81820N8HWI. OB -1l10' IAMNATL73 LG.G.-(3/IB•TBAP./ARI3/1B'ANN./SOP/3116'ANN.) G8A-711B' IAMNATEG LO.U. -(IA-TEMP.IAR/3/IVAM./SOP/3/ICAM.) UNITHEIGHT 80 84 90 98 NOM PANEL FRAME % WOTH SIDE 2S pi e r e C4 Iv v N a GLASS TYPE-ALLABOVE 90.0 •90.0 90.0 •90.0 90.0 •90.0 00.0 .90.0 H88 C8+2 C8+2 C8+2 CB+2 C6+2 CB+2 CB+2 C8+2 CB+2 C6+2 06+2 C8+2 24 JPMS 10 10 10 10 15 10 10 10 10 10 10 10 P-HOOK 6 6 6 b b b 6 6 0 6 8 8 GLASS TYPE-ALLABOW BOA -90.0 90.0 •90.0 90.0 •90D 90.0 .90.0 USE C8+2 C8+2 C8+2 C8+2 C6+2 C8+2 C8+2 C8+2 03+2 08+2 C6+2 C8+2 30 6 JAMB 10 10 10 10 10 10 10 1 10 1 10 10 1 10 1 10 �k P•HOOK 6 6 1 8 6 8 6 8 1 8 1 7 7 1 7 1 7 GLASS TYPE• ALLABOVE 90D -90.0 900 .90.0 90D .90.0 90.0 .90.0 @ HSS C6+2 08+2 C6+2 C8+2 C8+2 CB+2 C6+2 Cl+2 CB+2 C8+2 C8+2 C6+2 36 E JNAB 10 10 10 10 10 10 10 10 10 10 10 10 Z RHOOK 8 6 7 7 7 7 7 7 1 8 8 I 6 1 8 GLASS TYPE -ALLABOVE BD.O .90.0 90.0 .90.0 90.0 .90.0 90.0 .90.0 @ H&S C8+2 C8+2 C6+2 CB+2 C8+27 08+2 C6+2 C8+2 C8+2 C8+2 1 C8+2 00+2 42 }f JAMB 10 10 10 10 10 10 10 10 10 10 10 10 H P-HOOK 7 7 7 7 7 8 8 e 8 9 9 9 GLASS TYPE-PLLPBOVE 00.0 -90.0 00 -90.0 80,0 -90.0 SEE NOTEA C H8S C8+2 C8+2 C8+2 CB+2 C8+2 C8+2 C8+2 CB+2 C8+2 C8+2 C642 C8+2 48 5 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 AHOOK B 8 8 8 8 8 9 9 9 10 10 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4' SILL. 2. WHEN USING THE 211T SILL, POSITIVE OF IS 46.67 PSF MAX AND WITH THE 3114' SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3. 2112", 31/4'. AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 110 SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM$ THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. SHEET 90' OUTSIDE CORNER r GLASS TYPE 7. TABLE 3A SILL HT. VS POS. DP SILL RISE HEIGHT (+) DESIGN LOAD FLUSH-1-112' WA LOW -2-1/2' +46.67 PSF MED-3-1/4" +60.0 PSF HIGH-4" +90.0 PSF SE NOTES I-3 OH LENGTH OH LENGTH OH OH HEIGHT HEIGHT EQUALT01 I 16, ORGREATER SEE NOTE 3 NOM. PANEL WIDTH-7' NOM. PANEL HEIGHT -8.26' ^x � No. 5B705 P.0.00X 161E B,afMt qY pye NOkGMIB,R9/N4 9 ALYNN 6 aM OSPo609 sz% NTS 8 d29 PGT0002 C2 P.E.a ae7aa ELCO SS4 CRETE-FLEX 3) 5N6" ULTRACON 4) 812 STEEL SCREW (135) HEAD & SILL ............... S' 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 ANCHORS 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. 11.12. JAMBS & P-HOOKS... 8' MAX. FROM BOTTOM AND 21' MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7-9. SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-16. �ANCHORS PER PANEL'ARE 8°MAX. 3.6° INTERLOCK SEE CLUSTEROET.,SHT. 11 ASTRAL INTERIOR THOSE ATTHE HEAD AND SILL CENTERLINE CENTERLINE S' _—_______—_______—_—________ e'MAX. 1 BETWEEN CLUSTERS ORTHOSE 'ftLft (- •n.F, I BETWEEN A CLUSTER AND A ° 4.051' ° ' ' ' ' Ir36p IFRAME JAMB OR P-HOOK. 2.04" q.051" 1 0 0 3.6' ° 3.5' 24' MAX. O.C. EXAMPLE OXX ANCHORAGE PLAN: C4+2 HEAD& SILL ANCHORAGE(3 PANEL 2-TRACK EXAMPLE SHOWN)-(14)ANCHORS TOTAL (3) PANEL, 48" x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR -------------------------------------------- C4+2 & CORNERS - (20) ANCHORS TOTAL AT HEAD AND AT SILL SEE CLUSTER DETAILS, SHT. 11 SEE TYP. JAMB CLUSTER DETAIL BELOW S' MAX ,U•MHX., • ���{{{ 3"MAX - SEE NOTE • (10) m 3.5'NP. BELOW -� m •=FRAME • 21" ANCHORS • ANCHORS Mp71O,C, PERJAMB (7ANCHORS 14D '•• • •--L` (SEE SHEET 13FOR r-1 24` INTERLOCK • •=P-HOOK ANCHORS y CLUSTER MAX, O.C. CENTERLINE m m 3" MAX. C.C. SPACING ( I + e 6 1PMAX x x • x 8"MAX. EXTERIOR 24" MAX. D.C. 3.5'TYP. J --4 1-- S'MAX.,TYP. L--_ GO' CORNER EXAMPLE OX-900 OUTSIDE CORNER-XO CORNER ANCHORAGE PLAN: nriM�oiuo 1'f"L (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE, e.Pxmm�mnmro ?Anml Uu4e 1'faEun Cantml SEE CLUSTER DETAILS, INTERLOCK CENTERLINE — 8HT.11 I` 8"MAX• I,I IIMNf 051 MIN ° 3.5° 2.04" . �JGENSF' ° ° ° O.C. * : N4.'6705 - - NOTE: SEE DETAILS S&TON SHEET I4&DETAILS TVPICAI JAMB ClU3TER FOR UETAIL9 = /, '1S« SEE CLUSTER DETAILS, SHT. 12 M.N.O.P.Q&R j.O •'•, (/"-I) P.0.9QX 161E NoxowSf1601)I SOOno I NTS 1 10 - 23 1 POT0002 ASTRAGALOR ASTRAGALOR ASTRAGALOR INT. INTERLOCK INT. INTERLOCK INT' INTERLOCK CENTERLINE CENTERLINE CENTERLINE 3.6 3.6 1.76 3.5 I 1.76 0 + 4.061— 2.040 2.040 � 2.0j40 3.6 4.051 7 7 I 2-TRACK, ASTRAGAL/INTERLOCK 2-TRACK. ASTRAGAL/INTERLOCK 24RACN ASTRAGAL/INTERLOCK ANCHOR CLUSTER -C4 ANCHOR CLUSTER -C6 ANCHOR CLUSTER -CO ASTRAGALOR NOTE: INTERLOCK INT. ASTRAGAL OR INTERLOCK IM' INTERLOCK ASTRAGAL OR INT. ALL DIMENSIONS SHOWN CENTERLINE CENTERLINE CENTERLINE ARE BASED MINIMUM 3.6 3.5 ALLOWED, ALLLL DIMENSIONS 7 ff4.049 SHOWN ARE IN INCHES. 2040 4.0724.072 4 4.049 3-TRACK, ASTRAGAL I INTERLOCK 3-T S NTER C 3-TRACK, ASTRAGAL/INTERLOCK ANCHOR CLUSTER -C4 ANCHOR CLUSTER-C6 ANCHOR CLUSTER-C6 ASTRAGAL OR ASTRAUAL UK ASTRAGAL R INT. INT. INT, INTERLOCK — INTERLOCK IMERLOC CENTERLINE CENTERLINE CENTERLINE 1.76 3.5 3.5 3.5 PRODUCT REVISED 0�lyiog with the t'loiida nilding Gb4c pp Aattptxim No;��J. 4.040 2.040 2.040 8(/*TiLaNmg- -4.046 Eo -- 2.040 5.368 Mlmn DOAOPro uNcbmenl"> 0 �gllllllll// 4-TRACK, ASTRAGAL/INTERLOCK 4-TRACK ASTRAGAL/INTERLOCK 4-TRACK ASTRAGAL/INTERLOCK ¢�.• '•. ANCHOR CLUSTER -C4 ANCHOR CLUSTER-05 ANCHOR CLUSTER -C6 ` * No. 58705 I J. 10/11H7 'ClNOCHANGETHI9SHEET oN i�� FtOR10P•'• �_` ANCHORAGE EXAMPLE CLUSTERS ' cos••. �C2. JR 17=4 1 C2 I N0CNANGE970TNI33HEET 1 +BRR"'M�E SERIES 770_ALUMINUMSGD-LMI '''s/ONALE`�`� P.U,gQX 1629 a.rw[ eye a. 7 ^'s ALYNNNALER,P.E NOxaw�rt4an4 ® aODno NTS 11 • 23 POT0002 C2 P.EdgBT0.5 SMC 08R4SBB OJT• 1 3b NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM o ALLOWED. ALL DIMENSIONS 2.04 INT. SHOWN ARE IN INCHES. 3.889 EXT. 3.889 EXT. Lillr2 3.6 2-TRACK. 90° OUTSIDE CORNER SHOWN 2-TRACK 90° INSIDE CORNERSHOWN, 2-TRACK 90° INSIDE CORNER SIMILAR(OPPOSITE) 2-TRACK 90- OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER -C4 ANCHOR CLUSTER - CS USED FOR 05 AND CS +�.. INT. 3.6 L2.04LF3.889 TRODUCTIMVISED ^��^mrlY�^e�;,A M.Fla,idu Dr MIMI Bado2roduu C.Ml—1 EXT. 3.5 3-TRACK 90' OUTSIDE CORNER SHOWN 4-TRACK 90° INSIDE CORNER SHOWN, `"1D11 3-TRACK. 90' INSIDE CORNER SIMILAR (OPPOSITE) 4-TRACK 90° ONIOE CORNER SIMILAR (OPPOSITE) NO:.••••••••• C-S ANCHOR CLUSTER REQUIRED C-8 ANCHOR CLUSTER REQUIRED '•* �% AT ALL 3-TRACK CORNERS AT ALL 4-TRACK CORNERS• ` * ' No. 58705 JC CNNGETHIBSNEEi A$NFOC11R0 OR40E, EXAMPLE CLUSTERS �c � NALSERIES770ALUMINUMSGD-LMI ✓ 9arz C2 NNOO CHE3OTM6iSNEET PavQxlm 4 "Ea, LYNNM1Eft PE REX 6E105NOKC.....L NTS 1 12 +23 T0002 C2 8JM 0&700fl5/fS/Ba1 WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHL l'SEE CHART. SHT.1 ONCRETESEE CHART, S211121/18°O.C. 21/15'O.C. TYP E.D. TYP.'MIN. 21H8° O.C. TYP.. W21116'0.C.2x TYP. TYP.EXT.EXT :•'. : `: SEE CHARTL ` 13/8"MIN. �{EXT.AX. ;�-� :.i ':17e}i- 'j:; ., SHT.1 r"Y: : .;M1AX 1/4'AX. r J 1/4° r 114" �L SHIM SHIM MAX, J MAX. E%T. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 SHIM SHIM DETAIL A, 2-TRACK FRAME HEAD DETAIL B. 3-TRACK FRAME HEAD ONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1. SHT.1 SEE CHART SHT.1 WOOD INSTALLATION WOOD INSTALLATION DETAIL C. 2-TRACK FRAME HEAD DETAILD 3-TRACK FRAME HEAD WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2x WOODBDDKTYP., CONCRETE INSTALLATION CONCRETE INSTALLATION SEE ANCHOR SEE ANCH.NOTE 3, 1X WOOD BUCK TYP., NOTE S SHT. 1 SHT.1 211181O C TyP SEE ANCHOR NOTE 3, SHT. 1 (1/4' MAX') SEE ANCHOR SEE ANCHOR NOTE 1 N(1TE 6 SM�H' 1 MAK)SHIT ONCRETE EXT. I 1 3/8" MIN. E%T. 21l18• 1- IN I t I�— 13I8'MIN. i-;'.; �'..: :r�l1,j3.2n' SE SHT 1ART O.C..TYP. E.D., TYP EXT ...y..., ..+... o. 1-••.•�:y} 2x WOOD BUCK DETAIL E.2-TRACK FRAME SILL 7yp,� 21/16' 1 MIN I E.D., -�I SEE CHART, SHT.1 WOOD INSTALLATION SEEANCHOR O'C"TYp. TYP. DETAIL 0 K FRAME SILL NOTE 3, SHT.1 DETAIL F. 3-TRACK FRAME SILL INS CONCRETE INSTALLATION CONCRETE CONCRETE ANCHOR TYP., WOOD INSTALLATION SEE ANCHOR SEE ANCHOR NOTE 1. SHT. 1 21/15"O.C.,TYP. 1"MIN —III--�� E.D., NOTE 5SHT. 1 T. r (114-MAX) ` -- /CONCRETE I �lCn� D —:—` ��Cc -.�_r�CoC ii—� 1318-MIN. EXT. I .5::• 'i::ry:�!,��.. �.:a `: R.1",; "�,: DETAIL H.3-TRACK FRAME SILL CONCRETE CONCRETE INSTALLATION SEE CHART. SHT.1 I EXT. 21/18.O.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. DETAIL J. 4-TRACK FRAME HEAD CONCRETE INSTALLATION SEE CHART E%T. j r SHT.1 LV� '� WOOD ANCHOR TYP. SEE ANCHOR NOTE 2, SHT.1 SEE CHART, SHT. 1 DETAIL 14-TRACK FRAME HEAD Wnnn INRTAI I ATION L2x WOOD BUCK TYP.. WOOD ANCHOR TYP.. SEE NOTE 3, SHT.1 SEE ANCHOR NOTE 2, SEEANCHOR SHT.1 NOTE 5, SHT. 1 SEE CHART (1/4"MAX.) SHT.1 EXT. 21/18"O.C.,TYP. 1 I - E.D., DETAIL K. 4-TRACK FRAME SILL TYP. WOOD INSTALLATION 1 318° MIN. IIm �" eNr I P.0. BQx 1618 LJ JCRICJ//V HLUIV///YUIY/JVv-uv11 u. 'RII I111.` II AbxOM1B, Fl.911>I ® °i11 1m4 �"°7 ALYNN MILLER P.E, SMC Bfl/BSme s0onB NTS I 19 a 23 PG70002 72 P.E.R 68)BB CONCRETE ANCHOR 21116'O.C., TYP. - SEE ANCHOR NOTE 5, SHT.1 (Ile MAX; ri EXT. 1 316'MIN. — 1!4' MAX SHIM EXT. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, BHT.1 'J CNCRETE / 1/4'MAXSHIM — SEECHART EXT. A r BHT.1 • !.i i-.a: r't: >. ' :. ?�. •. .'•�.i'':: i;v,7. %.'r �.. >.. .,yl.. ...f O.C., TYP. SEE CHART, SHT 1 DETAIL L. 4-TRACK FRAME SILL CONCRETE INSTALLATION CONCRETE ANCHOR 1 1°MIN. TYPSEE . HOR +— 13/6°MIN. ANCHOR �114' MAX. SHIM NOTE 1, EXT. II BHT.1 f SEE CHART —1 BHT. i 114' MAX. SHIM — SEE CHART EXT. BHT,1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT.1 WOOD 11' � 1!4° MAX. SHIM ANCHOR MIN. L ANCHOR 21 IW DETAIL 0. 4-TRACK FRAME JAMB CONCRETE E NOTE 2, D.C., TYP. CONCRETE INSTALLATION ANCHOR BHT. 1 TYP., SEE 2XWOOD 13/6"MIN. ANCHOR BUCK /4°MAX SHIM NOTE 1, E SEE EXT. SHT.1 ANCHOR 21/18' NOTE 3, DETAIL N. 2-TRACK FRAME JAMB O C TYP BHT.1 WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR DETAIL M.4-TRACK FRAME JAMB NOTE 2, WOOD INSTALLATION WOOD FRAMING BHT.1 P-HOOK MOUNTING ADAPTOR 13/6'MIN. ANCHORS LOCATED MID -SPAN BETWEEN P-HOOK INSTALLATION ANCHORS DETAIL 1"MIN, 1 3!4°MIN. 1 1' MIN. 2.04' SEE CHART SH i� 21116' 4.051" O.C., TYP. MIN. O.C. 3.5° TYPICAL JAMB CLVSTER FOR DETAILS M. N.O. P.DBR SEE CHART SHT.1 SEE CHART BHT.1 21116' O.C., TYP. —2XWOODBUCK ?rsy SEEANCHOR SO 21116" NOTE 3, BHT.1 DETAIL R 3-TRACK FRAME JAMB O.C., TYP. CONCRETE INSTALLATION —( SEE CHART, BHT. 1 i P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MIOSPAN �f a'• BETWEEN P-HOOK AME JAMB %'Sr,; ; a'^. {'•; INSTALLATION ANCHORS SEE CHART. BHT.1 WOOD ANCHOR \I %" : "I' SEE ANCHOR NOTE 2, SHT. 1. \_ SEE ANCHOR NOTE 2, BHT. 1. O i� ANCHOR OTY. FROM TABLEB EXT. ANCHOR OTY. FROM TABLES 1`2••,.;CENSF •":EP 2.69T MIN. 1.3, SHTS. 7-9 PERTAIN TO 1.3. BHT$. 7-9 PERTAIN TO � '• * EXT. THIS ANCHOR LOCATION, 2.693"MIN. THIS ANCHOR LOCATION, b*;' N0.55705 ' DETAIL S, P-HOOK WOOD INSTALLATION DETAIL T. P•HOOKCONCRETE INSTALLATION %�•n aH �.+b SM �o6'Diros m H'.OPXOaMI9, Fl�. zJ1u9.4. ® SERIESMmMI 'WD70 NTS 14 n29 aPOT0002 02 ALY"P".EMI Os.aL"R` PE WOOD FRAMING 131W MIN. P-HOOK MOUNTING ADAPTOR P-HOOK MOUNTING ANCHORS LOCATED MID -SPAN ADAPTORANCHORS C BETWEEN P-HOOK LOCATED MID -SPAN INSTALLATION ANCHORS BETWEEN P•HOOK INSTALLATION ANCHORS 1' MIN. 1 3M" MIN. WOOD ANCHOR SEE ANCHOR NOTE 2, BHT. 1. ANCHOR OTY. FROM TABLES 13, SHTS. 7.9 PERTAIN TO THIS ANCHOR LOCATION, 2.893' MIN. DETAIL MM, P-HOOK FOR BOX RISER WOOD INSTALLATION DETAIL'V, SHT.18, ANCHORAGE DETAILS'A' ----------------+ PANEL PANEL i TYPE le TYPE el 'A' i i 'QS' ee II u u Iv � II le , li el N 1 L 01 1 I OR 11 11 11 1, u II [� n le a I ee 1 WIT, SHT. 13 a DLO WIDTH= NOM. PANEL WIDTH -T DETAIL'U', SHT. 18. OLD HEIGHT= NOM. PANEL HEIGHT- 8.25' ANCHORAGE DETAILS'E' &'G', SHT. 13 XX-900 CORNER-XX (2 TRACK INSIDE 90° CORNER) INT. 'SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES PANEL PANEL TYPE TYPE 'AS' K' j SEE NOTE 3, BHT. 18 � a SEECHART,SHT.1 ONCRETE/MASONRY (GROUTED BLOCK ONLY) . li CHART, BHT. I NOTE 2, SHf.1. Y. FROM TABLES PERTAIN TO RLOCATION. I-. 2.893' MIN. DETAIL NN P-HOOK FOR BOX RISER CONCRETE INSTALLATION /-DETAIL'EE', BHT. 19, ANCHORAGE DETAILS'N &'P', SHT. 14 /.DETAIL'BB', SHT. 19 EXT. i• DETAIL'KK', SHT. 20 HORIZONTAL SECTION B-B 1 x 1.50, PH SMS PANEL CORNER DETAIL #8 x 1.00, PH FRAME CORNER pn•.......: DETAIL * r No. 55705 :•3 L1I A '•. DF �AILS/EXAMPLEELEVATIO 5 An� i0'plC •';LORI�; ;�NA" IINUMSGD-LMI P.0.BBpQNN1AFl161G LJ \ ti �, — a. — A.. MILLERPE P..nel. me 6T.r MaMM.50111 `J TT sWM NT9 16 d23 POT0002 cz P RW705 DETAIL'CCI, SHT. 19 DETAIL 9B', SHT. 19 tDIL'ETAFP. SHT. 19, DETAIL'EE', SHT. 19, DETAIL V, SHT. 18, ANCHORAGE DETAIL'N' & ANCHORAGE 'P. SHT. 14 ANCHORAGE DETAILS' 8'P', SHT. 144 DETAILS W &'C', SHT. 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE SEE NOTE a �x 0 a MAX HT. SEE DP TABLES j I DETAIL'U', SHT. 18, SEE FRAME & ANCHORAGE DETAILS'E' PANELCORNER &G', SHT. 13 DETAIL'CC', SHT. 19 DETAIL'BB', SHT. 19 DETAIL'DO', SHT. 19, DETAIL 'AN, SHT. 19, ANCHORAGE DETAILS'O' ANCHORAGE DETAILS IS' &IT, &'R. SHT. 14 SHT. 14,'MM'&'NN', SHT. 15 M r S TAE DETAIL'X', SHT. 18, ANCHORAGE DETAILS'9'&'D'.SHT.13 N PANEL PANEL PANEL TYPE TYPE TYPE 'R' L' IMP � POCKET I m// UNDER SEPARATE ILES SEE APPROVAL NOTE LRLOX a3 X OXXXp (3 TRACK RIGHT POCKET) DETAIL VIP SHT. 18,E EXAMPLE ANCHORAGE DETAILS'F' &'HI, SHT. 13 1. SEE BHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE OF CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS.18-20 FOR SECTION DETAILS AND SHTS.7.16 FOR ANCHORAGE DETAILS. 2. DLO WIDTH= NOM. PANEL WIDTH -7" DLO HEIGHT= NOM. PANEL HEIGHT -8.26' 3. (1) LOCK (ITEMS 70 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. m==== ... =PP=_==�=_=y 11 . P 11 �1 PANEL PANEL ji PANEL PANEL O1 TYPE II TYPE a TYPE TYPE 'CS' i 'OS' nl le eI Ile II el ne ee L 11 ne eo � u iii i e i SEE NOTE IIL 10. -II W 1L------ ..-III 1. I MAX HT. SEE DP TABLES j i 81 XX-900 CORNER-XX (2 TRACK ANCHORAGE DE SHT. ILS S' ANCHORAGE DETAIL9'E' 900OUTSIDE CORNER) - EXAMPLE &'G',SHT. 13 DETAIL'BB', SHT. 19 DETAIL'HH', SHT. 10, DETAIL'T, SHT.18, ANCHORAGE DETAILS'M' ANCHORAGE DETAILS'T & XY, SHT. 14 & V. SHT. 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'M' 'F' 'F 'K' MA / ry H1 BE SEE TABI NOTE � x x aX XXXX (4 TRACK BY-PASS) EXAMPLE ES DETAIL Y, SHT. 18, ANCHORAGE DETAILS'K' SHT. 13 & V. SHT. 14 RAGE DETAILS W IT. 13 DETAIL'EE', SHT. 19, ANCHORAGE DETAILS'N' & P'. SHT. 14 -DETAIL 'I SHT. 19 / DETAIL'JJ', SHT. 20 INT. w No. 56705 ��P.0.9QNi5A y vI� p„+ mwpw x.ie c'z PFsceiALYP"07RP.E. ^I. nwa'ei.3nun+ s ssDno NTS 18 +23 PGT0002 os NOTE: 7. SEE DP TABLES FOR AS!/NOAL rx PANELWIDTH& APPLICABLE ASTRAGAL & INTERLOCKS. SINGLE INTERLOCK SINGLE INTERLOCK Q �+y{ CGRNFR RNER y!/{« E REG. Q INTERIOR SINGLE INTERLOCK (ALL PANELTYPES) EXTERIOR CORNER LOCKaT4E SINGLE INTERLOCK CORNER RECENER SINGLE INTERLOCK CORNER LOCKSULE FLWD LOCKSULE �rLl CORNER ��-L RECENER FIXED LOCKSTILE SINGLE INTERLOCK PRODUCTIMISED m omllyms rv,M cho Flmidu OnpolnE Gods "1 _^,L �3 MoeVtnota No ...14_/(.G PsP... o ZQ py Minn De PrcduGConUol 1\IIIIII LYNN Mq .. !F ••�\OENSF '•.H i = kr ryo, 587E5 ' byLd IN ALYNN AII�Len P.E. 3GD-LMI a..ram PGT0002 M PE W70 SILL RISERS OPTIONS 21 19 2b66' EXT. 1.6BT EXT. FLUSH BOX SILL RISER LOW BOX SILL RISER 1B EXT. 6BT FLUSH FLAT SILL RISER 20 a.6BB• EXT. LOW FLAT SILL RISER 23 I 3305' EXT. MEDIUM BOX SILL RISER 22 I 3.3105, EXT. _J MEDIUM FLAT SILL RISER DETAIL'V' DETAIL'X' FIXED PANEL FIXED PANEL FIXED SHOWN SHOWN 5 DETAIL'U' OETAIL W' 24 4A56' EXT. HIGH BOX SILL RISER 25 4,055. EXT. �J HIGH FLAT SILL RISER DETAIL W DETAIL'Y' G] EXTERIOR INTERIOR (ALL VERT. SECTIONS) GATHEAD., E DETAIL 'MM'SCREEN ATSILL �1 ! No.58705 AAa BAQXl YB „ or u.rop ••: AL AM1 &,. . M1'aNM6A 0.4094 ® scam NTS 1B +23 PGT0002 a vFbsw6s SMC OBH.a98 go e1 eo OR 61 103 113 1e 6 BOOR 61 113 143 14 87 DETAIL'CC 68 DETAIL'CC' S OR 61 - STANDARDASTRAGAL HEAVY DUTY ASTRAGAL 5 AND STILES AND STILES 03 3 82 111 83 600R 61 14 5 17 DETAII-11' es BD OR 61 H3 108 105 DETAIL'HH' ATMIDSPAN DETAIL 'FF' (FIXED PANEL) 103 113 16 16 DETAIL'BIY 2 DETAIL'EE' 6 62 40 28 51 63 30 27 s3 600R 61 ;.ID.A. 17 20 DETAIL'NN'SCREEN kA� 6 ATJAMB 65 111 62 DETAIL'LU aoOUCf rsn 28 DETAIL'DC (FIXED PANEL) 80 OR 61 s mmplrinD ni...... ,,o,Wa 27 26 '�80OR61 �t�.wl 201 U 2g 4 INTERIOR ,1111I I I11I„ 85 ( ALL HORIZ. SECTIONS ) :� 0\1.......... 111 EXTERIOR 113 106 •' i 111 02 ;�� aN,:'\GEN3F :FR DETAIL'AA' AT MIDSPAN `1'<;' 14,68705 '• DETAIL'GG' (FIXED PANEL) - 'ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHTS.7-O FOR DP(PSF) ASSOCIATED WITH STILE - �( �� ��'•, ) J-'a��`�•;�40Te ' •'•;�YOR\0•; ' J . 1OH1/11 C NO CHANGE THIS SHEET 1aro7eclm'aoeYowvE NOXOMI6. PL 802l6 HORIZONTAL SECTION DETAILS ,,5/ON&E\\� �,,,,,,,1 JR 0111Y10 C2 NO CNANGE3TOTHIS SNEET SERIES770ALUMINUMSGD-LMI . �" �""` Paegx152a N01(DMISTLJI2N ® AIYNNM0IEA P.E P.E.g 56705 °i°""'� �` N75 — Pi 7 19 w23 POT0002 .R C2 R. uz m SMC 0&USro9 e.V 60Un6 DETAIL 'JJ' (90° OUTSIDE CORNER,-2-TRACK SHOWN) P.0. BOX I6A NOXOMlyft9hll DETAIL 'KK' (90° INSIDE CORNER, 2 TRACK SHOWN) Mao I NTS 1 20 •23 No. 5B705 NOTE: ALL ALUMINUM = 6063-T6 PRODUCTNEVISED mmplyingmllh,Im Plotlda �namB Daao 123.1 a p mco No imem, me (ZD16 4 Q>. yowl Dade l'mdun Canwl pul'uni �� OH ....... ..... �f//�/� Tr' N0.58705 •: =-D •'• I Iy 9 ATE OFrr !•TVW� J.. 10/11/11 C NO CHANGE THIS SHEET O _ PARTS LIST �OF�C`':A,�ORIOP; •'G\�� ''ASS/ONA1-E;, S� ALYNN MBLERPE. PED60705 JR OfA'S/Id CZ ADDED GfA9 PARTB214-217 ,a]6A�NE PaBgxlrAd fJOX0A04 Fl.311>( SERIES770 ALUMINUM SGD-LM! a- (' BDDM eat°� NTS 21 +23 POT0002 C2 —SidaWSW acu RR yy ITEAI POTD.vpd POTq Oescdplbn t 17300 9115TB STMCJ(xEAO 2 11307 877YU 2-TRACK WIRI6CREEN MIL 3 1i9]9 B1]009 3TMIXNEAO 4 17312 617912 -TRACK HEAD 6 17314 817374 FRAME SCREW COVER B 11317 B7739 FRAME NEADNAMBAOODN 1 17304 817304 2-TMCK GILL B 11301 BITW1 STMIX9LLWIIH 6CPEEN WNL 9 11301 BITOOT -TRACK 6ILL 10 iT310 811310 1-TPACK9LL 11 17313 817313 FRAME 61lL1MCKINSERi 12 17315 617316 FPAMESILLSOTEENADDW 13 17315 817378 FRAME SILL SCREEN ENOADDON 14 17305 817305 2.1MIXJAMO 15 179]2 517302 2.7MIX.14h18 WITH SCREEN PNL IB 173W B1130S 11RACX.WAB 17 17711 6R311 4.1PACK.NMB 18 1T322 81i0II SILLRISER-0 19 17919 611319 BILLRISER•OHOLLOW 20 11327 817321 SILLflISEq•LOW FLAT 21 R318 51T316 6RLRISEN -LOW HOLLOW 22 1T055 BIT355 911E RISEfl-MEO FIAT 23 1]3W 6I1351 SILL RISER - MEO HOLLOW 24 17320 817320 SItLRISER-HIGH HOLLOW 25 1]J23 BI132] SILLRISER-HIGH FIAT 20 I]OJ3 BITW3 POCKET WOR P-HOOK 27 TOTO 810]0 NEOPRENE BUIB WBTP FOR PXOOK 28 P33( 8f]3J/ POCKET WORPJIOOK MOUNT 28 1JJ95 B1TOJ5 PIIOOK COVER 30 tT3/8 8113dB POCKET DOOR P.HDOK FOR BO%PoSER OPWNAL PARTS MOT SHOWN IN DRAWING) 10 4319 M225B SCREEN 510E AWL. LOCKSIILE 41 TLOCKWGSK SCREEN LOCKSET 12 I1Bi8 SCREEN XEEPEfl SPACER SET 49 8152 W153 SCREEN INIERLOIXA04PTER 4/ 4/ZB &/M SCREEN DOUBLE INTERLOCK 45 4317 8/2258 SCREEN TOP iWL 48 1318 012z57 SCREEN BOTTOM RNL 47 BW ]6RA2 STANOARDflOILER 40 BW 76PA% STANDARD flOILER•ST. STL 19 4341 &3M 6gtEEN ASTMGAL W 17349 817349 O)O bCAEEN ASTMOALAOAPIER 51 1892 BI892 SCREEN 6PLINE-.1W 52 1891 B1B9! SCflEEN SPLINE W SiB1B0t0 8GAEEN WO1N st ITzs ur.d°4 Via, SHUNS etoIX 55 17M P%4°%f/ig'61T11NO BLOIX 202 O1A58 TIfBIAMIMTEO NTM PVB 209 O1A33 9118lMIIMTEO M-M P/8 204 GLASS /If81AMWATEO M-H780P 205 GLASS e/18 WAMATEO M-H7 SOP REM POT DX9.d PgT.d DoscdWan .W 11325 Bt]J7S PANEL MILE 81 1T32B 01TJ2B PANEL SRIE IHFAW WTY) 82 1]32T B1TJ2T INTERLOCK AGAPTOR W 1225 B1P2a8 NNYLBULB W6TP.-THIN 9N51DEINIERlOCJO B4 IT2B TI7z0 SILL END WEATHERSTRIP PAD 85 ti328 B17J2B INTERLOCK SCREW COVER BT 17J29 817329 A6IRAOAL W 1T338 B1TA]9 HFAW WttA5TM0Al W 1T324 B1TJ24 TOPSBO1TOM iWL TO 1TJ50 41T350 WEAlNER9fPoP EXTENSION BNJECIION MOLDED) ]1 IWS 71685 11Jr%1'%Ya'HIOH FlN SEAL W3TPW09 i2 B1W 78153% TANDEM ST. SIR- flOLLERA$SY. 73 BIW ]B163N TANDEM NYLON flOLLERA3SY. TI SNWNE OOW 6990p 9B5 75 BiBS ]8185% OEMIM HOBBLE OPLY WAL LOIX WJLONO TPoM PIATE 78 ]f092%IFPFX p10�%1'FL 63 SCREW WJTYPTIP 77 7f09239 10326TEELDNC UNUI' 18 1T3W B179W Y188ll40GEE BEADHORMOMAL 78 17357 817J5] 1'10 BEAD HONZONTAL W 1T359 817359 7/7B 0[AO HDR2DNTAL el 1]380 B17J80 91B 6EA0 MOWZONTAL 82 1224 elP&M WNYL BULB WEA1HERb1RP W IOTAPE 1I2"X 1118°SINGLE 610EAOlESIVE TAPE FORID BEAD 100 B032 IW52 flOLLERAG4 HOIE PLUG 10f T3007 JAMB BUMPER 102 fW8 ]1898 OJST PWO f0] 8188 781BBX TKEEPEfl 101 WJ T50%EEP bCREEN LOIXKEEPER 105 1TJ/1 et]J11 FUEOPANELQIP-B'LONO 108 1TJ52 B17J52 E%IEPoOR R)EO PANEL RETAINER 10] 1739 71]J9 WWWEpT-INIEWOR RAISED WIlH7HUNB IUgN 108 1740 TP40 HANDLE NIT-PP16E0 EXTEPoORlIANDLE 109 1131 iB1B25N HANDLE KIT-RECESSEOIN1Eproq WITH THUMB URN 110 ITJ2 78I]B WWWEWT-ftECPSSED E%IERIOR PULL 111 T10XVPPSO4X MO %Y4'PN. PH. TEK-3.8. 112 1D5 OT518 WSTP, .Zl0 X.110. AN SEAL 1712 Bd068 .1B7 X.290 FINSFAL T10XI15PPMID%112'flO�PT ulnxr720%1% dl4�XI•ST.81L720X172XdI4LVX1.6°ST.6TL [13 1T338 BI7J3B IXJIUIER RECENFA 1TJ97 817JJ] OU7510ECORNERASTMGPI 1]33B BI1T338 INSIDE CORNFAA67MOAL z1B Gusa wmMTEDlo Y18T. THeIAMIMTEO HT;xrlve zn olAss IAMMTEOIo var-M1BwAduTEONc1A Pve z1z Guss wA9MTEDlo YIBT-me1JJAMTeoxrxrsDP 219 GLASS IAlAMTEDIO IMT.Tf1B IAMIMIEO M�HTSOP 2M OVwSB 7/1G IAMIMiEDANNNJN SOP 215 OV59 G18lAMIM1E0ANN-ANN SDP 210 GLASS LAMIMTEDIO Y18i•7/181MAIMTEDANN.ANN 60P ZR CLASS IAMIMTEDIO fl4i•7/1131AMINATEO ANNANN SOP 1303' I JrI�0I.080° 0718' 083° 1.003• 0.050" 0.779" ]*i RO.709 077 1. 62 0.080" 0.050 0.08.2O.OBY 03° 008202840.550" 17 INTERLOCK SCREW COVER 1.886" FRAMESCREWCOVER GLAZING BEAD (SINGLE) SILL TRACK GLAZING BEAD(I.G.) FIXED PANEL CLIP FIXED PANEL RETAINER INTERLOCK (65) MAT'L: 6063T6 (6)MAT'L: 6083-T6 (78)MATL: 6063-T6 (11)MAT'L:6063T6 (70)MAT'L: 6083-T6 (105 MATL; 8083-TB (108)MATL: 6083T8 (82)MAT'L: 8083•T8 3.802' 3.979' 3.979' 0.762' IIj�- 2.304' 1.163' O.BB5'ffO 0.075° 0.076' 1.846° II8° 0.�, L 1.645" 0.062' Illrrr 0.06r f '�Lj P-HOOK SCREW COVER +--j 0.080° J qTL P-HOOK MOUNTING ADAPTOR (29) MATL: 6063-T8 ,126"" 0.281' (28) MATL: 6063T8 P-HOOK FOR BOX RISER HEAVY DUTY ASTRAGAL 3.602" (30) MAT'L•6063-T6 STANDARD ASTRAGAL (68) MAT'L: 6083-TS (67) MATL: 6063-TS IImo- 0.674° 0076° . 0.06r J1. 4° 0•�° q 3.126' 16' t121 ° P-HOOK (26) MTL: 6063-TB 4.125' (-3.25' STANDARD STILE -3TOPIBOTTOM BOTTOM RAIL (60)MATL:6063-TB HEAVYDUTYSnLE (69) MATL' 6083-T8 1-ry 872° Imo- 0.232° (61) MATL: 6083T8 0.760" 0.750" J1. 1.01 0.06T' 9° 1.467" SCREEN STILEi 1 0.232' (40)AT0.082-III.-- ML: 6063-T8 ° rxoOUCTRSVISED 0.082' 0.082" .s wmplying ill15e Hodeo 0.760° FLUSH FLAT SILL RISER 0.232° Builaing caaa /�� (18 MATL• 6083T8p Dm"aP"ay.'pjg 0.232° � O.OBY I�--�}- 0.908• 1 4.055' 3.305' I I 3.955' NleMnaecP uci Cbnwl 2.555' 0.062° 1' aaplUugay ��7° 2.455' _ .... '_ a UCENSp''•,Fy :� OA82" +I 0.062"--�I1r- 0.062" -�il�- i• No. 58705 HIGH BOXSILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLATSILL RISER = (24) MAT'L- 6063-TO (23)MAT'L'8063-T6 (21)MAT'L:6083T8 (9 MAT4: 6083•TB (20)MATL; 8083T8 (22)MATL: 6063T8 (26 MAT'L: 8083T8 �';_� - Zai ��,?0:` �mvn l�mame Ir�`I I I ocnlco r.clnu.�mv u-rn.. � •q llln`_ II PA.6pX IStB �� p" m.e o••law -1 �omA+ mmf m IpNOMIAFL.t01ld m ALYNN HULLER PF. so0no NTS 22 +23 POT0002 c2 PEJ ggyas 6.069" 1.211" 0.081° 2-TRACK HEAD (1 MATL: 6083-76 6.198° 1.211" 0.081" 2-TRACK HEAC )q/ SCREEN TRACK 8.862" 64 1.605" 4LO�ojaol- 4-TRACK SILL (10)MAT'L: 6003-T6 46.626- 1.606' 3-TRACK SILL (9) MAT'L: 6063-T6 (2) MAT L• 6063-T6 8 221° 7.t05" qu 1.505" 1.211. _f 0.080°2 TRACK SILL W/SCREEN TRACK 0281" 8) MAT'L: 6003-TO 3-TRACK HEAD M MATL 6063.T6 9.142' 1.211° 4-TRACK HEAD 0.081" (4) MAT'L: 0063-TB 5.621° 1 F 1.498" 4- INSIDE CORNER ASTRAGAL (120) MAT'L:6083-TO 0.080' (7) OUTSIDE CORNER ASTRAGAL (119) MATL: 6063-TB ISlOTEgM0LnWV0A NOI(df1ARM S EEI vo.Egxfsae NOKOMi9, Ft 9f470 CORNER RECEIVER (118) MAT'L:6063-TO -I Imo-- 1.046' 1.993° I 0.062° SCREEN TOP RAIL (46) MATL: 6083-TS P F- 0.876" 1.993- L o.66z^ SCREEN BTM. RAIL (40) MATL: 6063-TO -1 1.38' 0.081" 6.069" 2-TRACKJAMB 2-TRACKJAMB W/ SCREEN TRACK (16)MAT'L: 6003-T6 18° 4-TRACK JAMB z* No.58705 '* (17) MATL: 6003-TOINS ;gyp `. GhaT/U 'OALUMINUMSGD-LMI �''SS/ONA1.E``� LYfSN MIN.Eii P.E. NTS 23 >23 P670002 C2 P.E.Y CUM