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Home My WebLink AboutNOA RECEIVED • I JAN 2 & 1010 Permitting Department St. Lucie County M IAM I-DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwiv.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County REIR - 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 AHJmay immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series "SGD-770"Aluminum Sliding Glass Door w/90°& 135°corners—L.M.I. APPROVAL DOCUMENT: Drawing No.PGT0130,titled"Series 770 Alum. SGD- LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as'an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2,as well'as approval document mentioned above. O-,c�b `1�A\1I0':-6 The submitted documentation was reviewed by Jorge M.Plasencia,P.E. 0\— ®s � MUNNWY NOA No. 17-0420.12 Expiration Date: February 17,2020 9 i r 1 � A rovaI Date: September 28 2017 PP P Page 1 I r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter)under NDA No. 14-012310) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test,per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors (w/PS, Super, Cardinal &Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 16-0629.06) 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 14-0123.10) 3. Test reports on:1)Air.Infiltration Test,per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3)Water Resistance Test,per TAS 202-94. 4)Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. Large Missile ha act Test 5} g p Test,per TAS 201-94 p 6 Cyclic Wind Pressure Loading,per TAS 203-94 Sliding along with marked-up drawings and installation diagram g of aluminum g Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036,FTL-6001,FTL-6014, FTL-6015, FTL-6017,FTL-6023, FTL-6024,FTL-6025,FTL-6028,FTL-6031 FTL-6033 and FTL-6036 dated 60 , , 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, No.S mitted under NOA N =--` •' ----�.. ( ub ) r Jorge M.Plasencia,P.E. P oduct Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17,2020 Approval Date: September 28,2017 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I ' B. TESTS (CONTINUED) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer),i per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-61h Edition (2017), dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. j 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass InterIayers"dated 01/19/17,'' expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGIas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on, 07/04/18. F. STATEMENTS 1. Statement letter of conformance with FBC-51h Edition (2014) and FBC-6'h Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS 1. Notice of Acceptance No. 16-0629.06,issued to PGT Industries, Inc. for their Series "SGD-770"Aluminum Sliding Glass Doors w/900 &135° corners- L.M.I. approved on 08/04/16 and expiring on 02/17/20. i Jorge M.Plasencia,P,'E. P duct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17,2020 Approval Date: September 28,2017 I TABLE A: SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Anchor Frame Min.Edge Mfn.O.C, Min' 0 o Group Anchor Type Member Substrata pistance. Dlstanco Fmbedmentor INCLUDING POCKETS & 900/1350 CORNERS _ Metal rnlakness #12 18-8 SMS, Southem Pine(SG=0.55) 8116" 7/8• 1-Ya" GENERAL NOTES (Fy=60 ksl,Fu=95 ksi) All 6063-T6 Aluminum 3/8" 8116- 0.090" 1 GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. #12410 SS SMS, A36 Steel 316• 9116- 0.050" 2 DESIGN PRESSURES: A (Fy=90 ksi,F,=110 ksl) Or.33 Steel Stud 3111" 9116" 0.045'(18 Ge) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. All Concrete min.2.22 ksi) 1-12' 3" 1-3/8• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. 1/4'Eico Aggro Gatos Jamb!P-hook Filled Block ASTM CSO 2" 3" 2" C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Fy=S7 ksl,F„=9S ksl Jamb/P-hook Hollow Block ASTM COO 2" 3' 1-1/4• 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS All Southern Pine SG=0.55 1" 1' 1-3111" PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO MS(Gr.6) Southern Plne(SG=0.55) slie' 7/11 1.09" CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE Br(ffiln.of3threadsbeyond All eoe3 T5 Aluminum 318" s118^ 0.090" CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. bstrate) 336 Steel 3/8" 911G 0.050 Gr.33 Steal Stud 3/5 9116' 0.045 18 Ga 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1/4'Elco UltraCon® An Concrete(min.2.85 ksl) t• 4• 1-316• 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH C Fy=155 kst,Fc=177 ksl Jamb/P-hook Hollow Block(ASTM COO) 1 S" 1-1/4' NARROW JOINT SEALANT. AI Concrete(m n.2.65 ksi) 2.112" 4" 1-/a- 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR 1/4"Elco Ultmcara WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL Fy=155 ksi,F 177 ksi Jamb 1 P hook Filled B l ok ASTM C90 2.112" 4" 1:74" Jamb 1 P-hook Hollow Block ASTM c90 2.112" 6' 1-1/4" 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE D Head/sill Connote min.3.35 ksi 1" 4' 11-3/4' CURRENT FLORIDA BUILDING CODE,INCLUDING THE_HIGH VELOCITY HURRICANE ZONE(HVHZ). 114"Oto SS Eleo CreteFlexm Jamb!P hock conc ate(min.3.35 ksi) t• 8" 1.114• 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Fy=127.4 kst,F=ta9.7 I aI Jamb!P hook Hollow Block(ASTM Cso 2•t/z" B' 1-114• CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. All I Southem Pine SG=0.551 1 t' 1-3111 9)TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3)FOR STEEL STUDS,MIN.FU=45 KSI,MW FY=33 KSI. 4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. TABLE 6,SEE DETAILS ON SHEETS 4&5 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. Glass Description(Listed from Exterior to Interior) Typo ANCHOR NOTES G3 7/15 Laminatad:(2)utas of3lt5 Hs Glasswith.ow PVB Intedayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY G3A 9116-Laminated:(2)Liles oft/4•HS Glass wilh.090-PVB Inledayer MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE G4 7/16'Laminated:(2)Utes of 3/16•HS Glass with.090'SG Intedayer DISTANCE AND SUBSTRATE REQUIREMENTS. GIA 91164 Laminated:(2)Utes of 114"HS Glass with.090'SQ Intedayer G5 1"Laminated I.G,:3116"T Exterior Cap+3/8"Air Space+7116'Laminated;(2)Liles of 3116'HS Glass with.090'PVB Intedayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET. GSA Jim Laminated l.G.:114'TExtedor Cap+5116'AlrSpace+7/16•Laminated;(2)Lltca cf3/16'HS Glass wHh.090•PVB Intedayer PRODUCT REVISED GS 1'lamMaled LG.:3716•TExledor Cap+3/8'Air Space+7116'L°minated;(2)Liles of 3x16"HS Glass with.09W SG Intedayer 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2-THICK. s eomptying with the Florida GOA t•Laminated LG.:114'TExtedor Cop+5116'Alr Space+7116'Laminated;(2)Liles of3/15 HS Glass w11h.090'SG Intedayer PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Building Code INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS NOA-No. 17-0420.12 G7 7115"Laminated:(2)Lites of 11" ANN Glass ith.0990•SG Intedayer DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS Expiration Date 02/17/2020 GTA B/15 Laminated:(2)Utes of 114'ANN Glass with.090'SG Intedayer GB VLaminated l,G,:3116'TExtedorCap+3/8'Air Space+7/16•Laminated;(2)Ltesof3/1B'ANNGlass Win OWSGlntedayer (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER B LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS BMT -i- 1'Laminated l.G.;1/4'TEzladorCap+5r16'AirSpace+7/16'Laminated;(2)Lltesot3116'ANN Glass with.090'SGlntedayer THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF Miami- eProduetcontroL 'ANM=ANNEALED RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. •HS'=HEAT STRENGTHENED 'T'=TEMPERED GENERAL NOTES.............1 "PVB"-.090•TROSIFOLO®B13YKURARAYAMERICA,INC. EXAMPLE CONFIGS..........2-3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS "SG'=.090"SENTRYGLAS BYKURARAYAMERICA.INC. REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14 DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES.......6-8 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS SEE TABLES 1,2&3 ON RATED FOR LARGE 8 SMALL INSTALL DETAILS..............12-14 SHEETS 8,78 8 MISSILE IMPACT RESISTANCE ELEVATIONS.....................15,16 NOT REQUIRED.IF USED,NON-SHRINK,(D N E NON-METALLIC GROUT, PANEL/SILL TYPES.........17 MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY `� 0.Y LYNN SUPPORTTHE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO �� LCENgF M�l� CODES/STANDARDS USED: CROSS SECTIONS............18,19 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION PARTS LIST.......................20 THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED _=14: No.58705 ASTM E7300-09 FLORIDA BUILDING CODE(FBC),5TH EDITION EXTRUSIONS....................21, . 22 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED T�_ AST - •ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION BY THE AUTHORITY HAVING JURISDICTION. -ALUMINUM DESIGN MANUAL,ADM-2015 %�O y TE F •AISI S100-12 70707ECHNOLOGYORIVE o"^t""' F N.VENICE,FL 342 RI GENERAL NOTES AND MAP i GRIDIN • �2�� •aISC 360-10 (041)480.1600 , its .'•........... .....• • �1�• e mk lea m. CERr.OFAUTH.A292s6 SERIES 770 ALUM.SGD-LM IMPACT s�ONAL%%I%%% JR 04N5/i7 C UPDATED 70 FBC 2017,REVISED TABLES!,2,3 8A m"mxamewrr °y,; w.e m�+nrn a..: A LYNN MILLER,P.E. sco-r7D NTS 1 d 22 POT0130 C RES 5E7o5 JR 1(Uf0/14 ut°rcansnr'so+vra EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX,UNIT WIDTH LOCATIONS USING DETAIL"JW-,"Je,°Kv/'OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE _ NOM.PANEL WIDTH NOM.PANEL WIDTH w PXXXXp,PXXXX ORXXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 g° PER TABLES 1-3 3 CAN BE OXXXp. 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION 9 i OF ANY 2 STRAIGHT CONFIGURATIONS. III Gc w J q14 Jc I MAX.UNIT 1 f 1 o o MAX.UNIT 13 / 9 f o a o 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT 1 i HEIGHT f 9 1a a PER TABLES 1-3 i s PER TABLES 1-3 // / I "X"=OPERABLE PANEL, 3 4 v "O"=INOPERABLE PANEL.PL - I OCKETi POCKET ; P"=POCKET 1 DETAIL LETTER _rlf _1 _r�� _' k W=WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL c"=CONCRETE INSTALLATION CONFIGURATIONS 1 1 CONFIGURATIONS 1 e SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM_PANEL WIDTH-7" NOM.PANEL WIDTH A w ec NOM.PANEL WIDTH WDLO HEIGHT=DOOR UNIT HEIGHT-10.125" a PER TABLES 1-3 t 3 1a PER TABLES 1-3 v5tis 1z 1a PANEL HEIGHT=DOOR UNIT HEIGHT-1.866' jI1T� I I 1 13 9 1 1 ; 13 9 t J c MAX.UNIT c is 1s i Q&§ MAX.UNIT z a is s 19 1a 1 i °a c a yam HEIGHT 1 t3 1s s a 1�y HEIGHTPER I 3 19 s 1 z PER TABLES 1-3 l TABLES 1-3 J� I$ V �.__.._ f f / POCKET I w f / f POCKET j oWh 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS ��\� F PRODUCT REVISED -- 13 13 1 3 1 1 1 13 as complying with the Florida 6u!ldtng Code NOA-No. 17.0420.92 MAX.UNIT WIDTH MAX.UNIT WIDTH Expiration Date 02117/2020 -- NOM.PANEL WIDTH Aw Ac NOM.PANEL WIDTH w A HY PER TABLES 1.3 13 1 1z 13 PER TABLES 1-3 12 3 MIamI Da roduct t ontro W Jc 1 1{ t 3 ff i91I ¢19 19 t9 14 Io MAX.UNIT g.UNIT j i a HEIGHT frvOrE HEIGHT is s 1s 19 I PER f a ' f 2,THIS PER TABLES 1-3 J, /, / 1 e SHEET. 1 1% LIJ `' uTABLESI-8 f O�.,- 19 rr/ POCKET ro EXTERIOR t y �`��'•�10EN Ff(� S 5-PANEL CONFIGURATIONS w 'Tt i NO.58705 1 is 3 CORNER,TYP. R.,3 =..o- 1' ! (OUTSIDE CORNER SHOWN, 0 INSIDE CORNER SIMILAR 1 p t1JC 1070 YECHNOLOOYORNE owpssr :�,n•.• 37 :• � 1G t?'RC$Ft 54275 EXAMPLE CONFIGURATIONS '%Fs '�.��RID?,.•' �� ry4r�4ao-tsoD �,. ',S'ONALtE�G��` . °tr CERT.OFAt/711 CM8 SERIES 770 ALUM.SGD-LM IMPACTT JR 04/D5/17 C NO CHANGES THIS SNEET. — amm r. to Cnetlste oac GOPttU64ToxaYr ewlanm,c aWr rJmc nan+ro lh Por. _JR- W14— _ .v n > S&O.77D NTS 2 °�22 PG70t3p G A.LYP,E.#58 65 NN MILLER.P.E. 10 EXAMPLE CONFIGURATIONS MAX.TESTED UNIT WIDTH= CONFIGURATIONS NOTES:1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16°@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"JW,"Jc","KvP OR"Kc"INSTALLATION. NOM.PANEL WIDTH 1 1 13 12 3 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp,OXXX IN POCKET CONFIGURATION S`� --- CAN BE OXXXp. Jw Jc I 1 1 c 19 9 1 is ss a 1 c i 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION MAX UNIT 1 13 is s 19 , a a o OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, t 1a 9 1s s 1s i�Na, 96"OR 120' , I f j f z 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 1 c X"=OPERABLE PANEL, f � f � vocxEr j a� "O"=INOPERABLE PANEL, _III- 1�_ "p"=POCKET 6-PANEL CONFIGURATIONS w 3 1z 1 r—DETAIL LETTER — MAX.UNIT WIDTHW=WOOD OR METAL INSTALLATION W"c°=CONCRETE INSTALLATION NOM.PANEL WIDTH1w 13 1 13 1 19 �SHEETNUMBER PER TABLES 1-3 t 3 t9 1 1s g Ja ?c DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" MAX.UNIT da� 2N1c t9 9 19 1s 1s 1s 1 o n r PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" HEIGHT PER TABLES 1-3 4 POCKET i —sir----' 7-PANEL CONFIGURATIONS 1wF PRODUCT REVISED 1 12 3 2 13 0 5 comptying With the Florida Eallding Code NOA-No. 17-0420.12 MAX.UNIT WIDTH Expiration Date 02/17/2020 NOM,PANEL WIDTH _ wCAc� c�y� 21 Ny PER TABLES 1-3 1S 1z sa 2 1 Mlam-Da roduct contra It19 19 111UNIT1991 4HEIGHT is 1s 19 ss as PER TABLES I.3 fJ/ fJ/ fjl �jj � i°�€ }}ttttlflltJ POCKET 8-PANEL CONFIGURATIONS 3 w 13 1 3 } : ND.58705 1070TECHNOLGGYD7tIVE .1\'• 3 TE '•'�J I 'vl1406t0d0� JR 041PSIt7 �xC NO CHANGES THIS S % S' 'FZORIDP •'EG4MPLE CONFIGURATIONS ";'iiaN10HEETcEzrovAtm.azazaa SERIES 7TOALUM.SGD-LMIMPACT AL� '•fit VEWCE avm er aero: cn"a"d wta Por . r. relx s s+."k miitrQt"' �� sr. A.LYNN MILLER,P.E. JR JOJlO!!4 au,ycertsps,"tmfo SG6770 NTS 3 122 PGTO130 C RE.1t50705 I 4� i GLAZING DETAILS (G3, G3A, G4, G4A, G5&G5A) 7/16"NOM. 7/16"NOM. 1"NOM. 3/16"HS GLASS--\ 3/16"HS GLASS 3/16"HS GLASS .090"PVB .090"PVB .090"SG 3/16"HS GLASS 3/16"HS GLASS 74 3/16"HS GLASS 74 3/8"AIR SPACE 74 3/16"T GLAS 82 82 - S 83 EXTERIOR 3EXTERIOR 3 GLASS GLASS 124-127- 314"NOM. `r BITE BITE GLASS BITE EXTERIOR 80 80 a 79 54 54 55 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9/16"NOM. 9/16"NOM. 1"NOM. 3/16"HS GLASS 114"HS GLASS 1/4"HS GLASS ,090"PVB .090"PVB .090"SG 3116"HS GLASS 1/4"HS GLASS 74 1/4"HS GLASS 74 5116"AIR SPACE 74 1/4"T GLASS 82 82 PRODUCT REVISED 83 as complying with the Florida Building Code 314"NOM. 3/4"NOM. lb NOA-No. 17.0420.12 EXTERIOR EXTERIOR - 3/4"NOM. - - _- GLASS GLASS 124-127 GLASS Expiration Date 02/17/2020 a BITE a SITE I BITE BY EXTERIOR riu m-Da ,educt Control 81 81 r 79 54 54 55 I I 9/16"LAMINATED GLASS,TYPE 133A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A II :� •' IICEN GLAZING NOTES: _=14 ;' No.58706 "ANN"=ANNEALED "HS"=HEATSTRENGTHENED -� SEE SHEET 15 FOR SPACER DETAILS. T"=TEMPERED �Zp'•. A �` "PVB"=.090"TROSIFOL PVB BY KURARAY AMERICA,INC. f0767ECHNOLOGYDRIVE m+"w" T•. �O 4&Z' 'SG"=.090"SENTRYGLAb'BY KURARAY AMERICA,INC. N. 1�,go-,6 p275 GLAZING DETAILS %t�`S,'••°�o......••'•��: ae�a r v.�a CERT.OFAUTH.#29296 SERIES 770 ALUM.SGD-LM IMPACT �''�S�CNAL ENG`\ in 04A15H7 C NO CHANGES THIS SHEET LII 11� on.,.Y•wm: cn.rae caro: crumza,rmm�, � c�wua.¢ sacku+Mmna a•" A.LYfJN�iILILER,P.E. JR 10/f0/14 SGD-770 NTS 4 m 22 PGT0130 C P.E.058705 ---- --- - -- --- -- ---- ----- GLAZING DETAILS (136, GISA, G7, G7A, G8&G8A) V NOK 7/16"NOM. 1"NOM. 3116"HS GLASS- 3/16"ANN GLASS 3/i 3flG'ANN GLASS .090"SG_ 090"§!2= 3/16"HS GLASS- .090"SG 3/16"ANN GLASS- 3/8'AIR SPACE- 74 3116"ANN GLASS 74 3/8'AIR SPACE- 74 3/16"T GLASS 3116"T GLASS ""'o"GG '3"�5NN GLASS r _ �8G 16"ANN GLASS 9 R SPACE C S' S A E .TGL S, A S 83 83 314"NOM. 124-127 3/4"NOM. EXTEWRIOR 314"NOM. GLASS 124-127 GLASS BITE' GLASS EXTEMOR SITE EXTERIOR BITE 79 To 54 65 V LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 V LAMINATED I.G.GLASS,TYPE G8 1"NOM. 9/16"NOM. 1"NOM. 3/16'HS GLASS 3/16"ANN GLASS .090"SG- 1/4"ANN GLASS- - .090-aSG-_:- 3/16"HS GLASS- .090"SG 3/16"ANN GLASS- 74 5/16"AIR SPACE--\ 74 114"ANN GLASS 5116"AIR SPACE--\ 114'7 GLASS 1/4"T GLASS- 74 �!G S SG S H S GLASS '090 AIR SPACE N GLM GLASS 82 PRODUCT REVISED 83 83 with the Florida 13.11,11 plcyinq �b 3/4'�NOM. rj z 314'NOM.. EXTERIOR 3I4"NOM. NOA-Mo.— 17-0420.12 124127 SS GLASS 124-127 GLASS BIT ExPl-tl0-t-02M7/2020 ITE BITE GLASS EXTERIOR BITE BITE EXTERIOR 79 af 79 55 54 55 1"LAMINATED I.G.GLASS,TYPE G6A 9116"LAMINATED GLASS,TYPE G7A V LAMINATED I.G.GLASS,TYPE G8A %JGE.. GLAZING NOTES: "ANN"=ANNEALED NO,58705 7� "HS'=HEAT STRENGTHENED "T"=TEMPERED SEE SHEET 15 FOR SPACER DETAILS. '4(;-Z' PVB"=.090"TROSWOe PVB BY KURARAY AMERICA,INC. 1070TECWNOLOGYDRIVE "SG"=.090"SENTRYGLA9'13Y KURARAY AMERICA,INC. N,VENICE.FL34275 GLAZING DETAILS •ORIDPI.-* /17;/OA(AL C, NO CHANGES cors SNEEr, CERT.OFAUM#29290 �ERIES 770 ALUM.SGD-LM IMPACT • A.LYNN MILLER.P.E. JR 10110114 Z SOD-770 NTS 5 22 PGT1130 c REA 58705 TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required, Maximurn DP for all sizes: Sill Height to Max.(+)DP (for all approved configurations on Sheets 2&3) +601-60 psf (Water Infiltration Rating) For comer astragal anchorage on 90'or 135'comer units,see sheet 11 _ (May be limited by Table 1A) Sill Riser Height Door Unit Height (Flat or Box,see (+)Design Pressure,last Table applies to Glass Types 3, BO' 84" 90' 96" Sheet 17) 3A,5,5A,7,7A,B 8 BA and 69-7/8"DLO 73.7/8"OLO 79-718'DLO 85-7/8'DLO Flush-14/2" see note 3 the Stile/Astragal Types shown Low-2-1/2" +46.67 below. Anchor Group Anchor Group Anchor Group Anchor Group Medium-3.1/4" +60.0 A B C D A B C D A B C D A 8 C D High-4" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 G4+1 - +1 C4+7 C4+1 C4+1 G4+1 C4+1 Gi+1 SEE NOTES 13 24° DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 '8 8 6 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 G4+1 30' OLO Jamb B B 8 8 8 8 8 8 8 8 a 8 8 8 a 8— P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 CA+1 Gi+1 CA+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 04+1 G4+1 C4+1 36' 29" C4+1 Jamb 8 8 a 8 8 8 8 8 8 B 8 B 8 8 8 8 I a P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 T+8 7+8 7+8 OH LENGTH I-�— Hesd/Sill C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 FF-- E 42' Jamb 6 8 8 8 8 8 8 a 8 6 8 8 8 8 8 8 T DLO P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 K Head/Sill C4+2 C4+2 C4+2 24+2 G1+2 Ct+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C,4+2 C4+2 C4+2 C4+2 2 OOI OH RATIO z 1 48" DLO Jamb 8 8 B a 8 8 B 8 8 8 8 8 10 8 41" 8 8 = ❑ P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+e 7+8 7+8 7+8 7+e 7+8 O FOR EXAMPLE ON USING TABLE,SEE SHEET 8. OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL,POSITIVE WATER OP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. NOM.PANEL WIDTH-7" 3)4-,3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2'SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= PRODUCT REVISED BE USED WHEN THE DOOR IS PROTECTED BYAN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" as comP4ying with the Florida ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION, -No code ) NOA 4)SEE SHEETS 10-14FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. - PANEL HEIGHT= A-No. 17-0420.72 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" Expiration Date 02/17/2020 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. ey Miami-0a roduct control Interlock P-hook Lockstile @lamb Straight Astragal Lockstlle @ 90'Astragal Lockstlle @ 135'Astragal Lorkstile @ Assembly StralghtAstragal Assembly 90'Astragal Assembly 1�5'Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Comer, , Inside de Co��jJIL Outs4de Corner Corner \\\\III A IIIIIT Inside � �� w Corner Outside ��•'•\,KENS �l �% i Inside Comer Corner ` Q'. '•�(� Part 061(Stile) Part H61(Stile) z>F: No.58705 Part#60(Stile) Part# Part119(Out.) Part#60(x2) Part H60 Part#60 Part#60 Part 0118(Corner Parts#31&#32 77P,rt#61 - r y}_ Part#67(Astragal) #120(In.) —-O _ Receiver) (Corn.&Fxd Mount) _ ,-JI /) •. STA O `�� 16JN VENICE 3+275 �i��lS •'R.L ORIDP.•'•�`�:\ r9+1/460-1600 DPANDANCHORAGE ' S�ONAL ENG m w w CERr.OFAD7H.6za266 SERIES 770 ALUM.SGD-LM IMPACT — JR 04AW17 C REVISED TABLE 1. �� elm mm. rax x�we moa an„e a."eow a..: A.LYNN 687 5 P.E JR 10/10/14 .vaR�srrrsxEsralEo scD-n6 NTS 6 22 PGTnI30 C F.E1I587a5 TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maxlmum DP for all sizes:+601.60 For corner astragal anchorage on 90'or 135'comer units,see sheet it (May be limited by Table 2A) Door Unit tielght Table applies to Glass Types 4,4A, BO" 84^ 90' �C4+IC4+1 102" 108" ' 120" 6.6A,7,TA,8&6A and the 69-718'DLO 73.718"DLO 79-718"DLO at-718•DLO 97-718^DLO 09.718'DLO SgielAstragai Types shown below. Anchor Group Anchor Group Anohor Group Anchor Group Anchor Group roup Anchor Group A 8 C D A B C D q e C D A B C D A B C D ]lMf11W$'.ULQ C D A B C D Head/5ili C4+7 C4+1 C4+1 64+1C 1 C4+1 04+ 04+1 04+1 +1 04+i C4+7 C4+1 C4+i C4+1 C4+1 04+t +1 C4+i C4+i C4+1 C4+i C4+1 C4+1 C4+ C4+1 C4+t C4+1 24" Ir Jamb 8 i 8 a B 8 B 'a B g 8 8 B 6 8 8 10 10 10 10 10 10 10 10 10 10 10 to 10 10 t0 70 Ffiaok 6+7 6+7 8+7 8+7 7+g 7+8 T+B 7+8 7+B 7+8 7+8 7+8 7r8 7+8 7+8 7t8 8+9 8+9 8+9 8+9 6+9 8+9 8+q 8+q 9+t0 9+f0 9+10 9+10 9+10 9ri6 9+70 9+10 Haod/Sill COI 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+7 C4+1 04+1C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+t C4+1 C4+1 C4+1 C4+1 C4t1 C4+1 C4+1 C4+i C4+1 30" �l Jamb 8 S B• 8 8 a B a a a 8 a 8 a a 8 10 t0 10 10 70 10 40 t0 t0 t0 to to 10 10 10 10 P4iook 847 6+7 6+7 6+7 7+8 7+8 7+B 7+8 7+0 7+8 T+8 7+q 7+8 7+8 7+8 7+8 0+9 8+9 8+8 g+q 8+9 8+9 8+9 g+9 9+10 g+10 8+10 9+10 l+'32+10 +10 9+10 9+10 9+10 29" Head/Sill 04+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 04+1 C4+7 C4+1 C4+1 C4+T CA+1 C4+1 gI C4+1 g+10C4+1 C4+1 C4+7 36` DLO Jamb 0 8 B 8 8 86 8 8 a 8 8 8 8 6 8 10 t0 t0 10 10 10 70 10 to 10 70 10 10 10 10 10 P-hook 6+T 6+7 5+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 8+9 6+9 8+9 S+q 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+to 9+10 9+10,9+10 9+10 Heatl/5ill G4+1 C4*1 C4t1 C4+i C4+1 C4+1 C4+1 C4+1 Cott C4*1 CA+1 C4+t 04+1 C4+1 C4+1 C4+1 C4+7 C4+1 04+1 C4+1 G1+1 C4+1 C4+1 C4+1�C_4+ C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 n. 42" DLO Jamb 8 8 8 8 5 8 8 8 8 8 6 8 8 8 0 8 70 10 t0 M1O Sq 10 10 TO 10 i4 70 72 i0 SO 70 P4fook 6+7 6+7 6*7 8+7 7+8 7+8 7+8 7+8 7+8 lt0 7+8 718 7+8 7+g 7+g 7+8 B+B 8+9 8+9 8+9 B+B 8+9 8+9 8+99+10 8+10 9+10 9+10 9+10 9+10 9+10 41, HNSi11 C4+2 C4+2 C4+2 C4+2 C4*2 C4+2 C4+2 C4t2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 Cit+2 C4+2 C5+2 CS+2 C4+2 C4+2 CS+2 C5+2 G5+2 05+2 C6*2 C5+2 C6+2 z 4$" DLO Jamb 8 8 8 a 8 8 8 a 8 B 8 6 10 8 6 B 10 to 10 10 t0 10 10 10 V 10 10 10 12 t0 10 iq Pfiook 6+7 8+7 6+7 8*7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 T+g 7+8 7+8 7+8 7+8 0+9 8+9 8+9 6+9 8+9 8+4 6+9 g+9 9+10 9+10 9+10 9+70 9+10 9+10 9+10 eNo 47, Head(Sill C4+2 04+2 C4+2 04+2 C4+2 C4+2,04+2 C4+2 C4t2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+254' BLL Jamb - a 8 8 8 8 8 8 8 to 8 a 8 10 8 B a P•hook 6+7 6+7 6+7 1 8+7 7+8 7+9 7+8 1 7+0 7+6 7+8 7+8 1 7+8 1 7+8 1 7+6 1 7+8 1 7+8 Head/SBl 04+2 64+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 Not available in these sizes 60' O Jamb a 8 8 8 8 8 8 8 10 a 8 a 10 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+a 7+9 7+g 7+g 7+B 7+8 7+8 7+8 7+8 7+8 7+6 NOTES: FOR EXAMPLE ON USING TABLE,SEE SHEET 8. DLO WIDTH= ' 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3.114"SILL. NOM.PANEL WIDTH-7" 2)WHEN USING THE 2-1/2'SILL,POSITIVE WATER DP is 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: DLO HEIGHT= POSITIVE WATER OP iS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(+)DP DOOR UNIT HEIGHT-10.125" (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. OH LENGTH (Water Infiltration Raking) 3)4',3-1/4-AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112" Sill Riser Height = PANEL HEIGHT= SiLL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design t? {Flat ar Sox,see w DOOR UNIT HEIGHT-1.666" POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psi = o QH RATIO z 1 AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 17) p� PRODUCT REVISED NOT RATED FOR WATER INFILTRATION. Flush-1-112" see note 3 0 ell! as complying with the Florida Building Cod. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2" +46.67 NDA-No. 17-0420.12 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3.114" +60,0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +60.0 Expir�D;.02/17/2020OHLENGTHINSTALLED, SEE NOTES 1-3 OH RATIOOH HEIGHT jm THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock Pfiook Locksti)e@Jamb Straight Astragal Locksdie@ 90-Astragal 1ockstlle@ 135-Astragal Lockstile@ Assembly Straight Astragal Assembly 90'Astragal Assembly 135°Astragal Heavy-duty Stiles Heavy-duty Stile HeavydutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Corner,, Outside Inside (' r—`F I�1;_gl—J41. Corner carne Inside ""s"" `.�` ANY LYN1y r7i, j Corner Outs�ddInside Corner Corne ��.•,• V\CENSF•.,(�� i Part#61(Stile) Part#61(Stile) Part#119(Out.) Part#61(Stile) _.�.t No.58705 Part#61(x2} Part#61 Part#61 Part#67(Astragal) Part#61 Part#118(Corner pari#120(In.} Parts#31&#32 Part#61 = .* Receiver) (Com.&Fxd Mount} faro TFGtlRotoGraRtvE slea F��-;••f{r�� a. t14Esare 2276 DPANDANCHORAGE fi�C�S'•F<ORIDP,.•''�� MOVED ExaAtPLE CERT.OFAUVI.#M00 SERIES 770 ALUM.SGD-LM IMPACT �`'/irjOIVAL EN S` JR 04N5�f7 G REVISED 7A8l.E 1,REcoangaayrahm a.avrot ea..w s..e ""` 7j1/!t 4777 —JR, oam: crwiaa aero rrornwuerwas, 8e6pNS A.LYNN MILLER.P.E. ' JR 1ata14 ,y�npaEaq,yfp SGD.770 NTS 7 a 22 PGT013D C P.E.#56705 I I i z TABLE 3: __ TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP For comer astragal anchorage on 90°or 135'comer units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating) ' Door U Height Sill Riser Height Table applies to Glass Types 4,4A, air B4" 9o" 96" 702° 108". (+)Design (Flat or Box,see ? 6,6A,7,7A, B&BA and the 69-718"DLO 73718"DLO 79.7/5"DLO 86.7/8'DLO 91-7/8"DLO 97-7/8"DLO Sheet 17) Pressure,psi Stile/Astmgal types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Flush-1-112" see note 1 D A B C D A B C D A B C D A B C D A B C D Low-2-112" +46.67 r fbsl n Pressure +/-90A r st +-7.0 psf 17" Heed/Slll C4+1 C4+1 C4+1 C4+1 'C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3.1/4" +60.0 24" DIA Jamb 8 8 8 8 8 8 8 B B 8 B 8 B B 8. B 10 10 10 10 10 10 10 10 High-4" P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+B 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 SEE NOTES 1-3 Design Pressure +/-90.0 psf +1-82.5 psi ' +/-76.0 psf ' 30„ 23" HeadIS61 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1104+11CA+1 C4+1 i t DLO Jamb 8 8 8 a 8 8 8 8 10 8 18 8 10 8 '8 8 10 70 10 10 10 10 1 10 10 P•haok 6+7 1 6+7 1 6+7 1 6+7 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 I 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 1 8+9 1 8+9 Des/gn Pressure +/90,0 psf +/-82.5 psf +/--75.0 psf 29° HeadlSlll C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C,1+1 C4+1 C541 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 04+7 C4+1 a DLO Jamb 10 8 B 8 1 10 ji 8 1 8 1 8 1 10 8 B 1 8 12 10 B 8 12 10 10 10 10 10 10 10 c P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+B 7+B 7+e 7+B 8+9 8+9 8+9 8+9. 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 E Design Pressure +/-90,0 psf +J-82.5 psf +/--75.0 par Z W. Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 c5+2 OH LENGTH 42" DLO Jamb 10 8 8 8 10 8 8 8 12 10 8 8 12 10 B 8 12 10 70 10 12 10 10 10 P-hook 7+8 7+B 7+8 7+8 7+8 7+0 7+9 7+B 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Pressure +/--9D.0 psf See Note A w. +/-82.5 psf +/--75.D psf 2 O0 OH RATIO 2 1 i 41" HeadlSllt C6+2 C5+2 C4+2 C4+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C6+2 C6+2 2 C5+2 C6+2 C6+2 C5+2 CS+2 Cl C5+2 C5+2 0 o 48 DLO Jamb 10 8 B 6 12 10 6 B 12 10 8 8 14 12 8 B 14 12 70 10 14 10 10 10 P-hook 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 +10 9+10 9+117 19+1019 9+10 g+1019+1019+1019+10 i i NOTE A:+/-90.0 PSF FOR GLASS TYPES 4, A,6,6A,7A, 8&8A; +1-87.1 FOR GLASS TYPE 7 EXAMPLE ON SHEET 9 OH LENGTH NOTES: OH RATIO= 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH HEIGHT 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER NOM.PANEL WIDTH-7" DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 3)4",3-1/4'AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DOOR UNIT HEIGHT-10.125' PRODUCT REVISED MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN as complying with the Florida _ TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= guild"ll Godo BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" NOA-No. 17-0420.12 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Expiration Date 0211 7/2 0 2 0 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Dy Mla 1-Da rotluct Control THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ Assembly Straight Astragai Assembly 90'Astragal Assembly 135'Astragal Heavy-duty Stiles Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Astragal Outside CornerOutside Corne j ;i-Ea L Corner `tuUnrrl/ ZOLV Corner Outside �` 3F•, Inside Garner PCS,•'' LICEN ��' I Corner Part#61(Stile) Part#61(Stile) Part#119(Out) Part#51(Stile) �7� No,58705 '� = Part#61(x2) Part#61 Part#61 Part#61' Part 9118(Corner Parts#31&H32 Part#61 = •_ Part 068(Astragal) Part#120(In.) _ _ Receiver) (Corn.&Fxd Mount) Ct is- 10707ECHNOLOOYDRI/E SOT .FIA EO' ::�` K VEMCF-FL 3+275 DPANDANCNORAGE ''•�ORION ••'•�� R rLa R"Nw,c CER7.OFAUTH.429296 SERIES 770ALUM.SGD-LM IMPACT �s/��AL 1%%%" N� JR 09/05/17 c REVISED TABLES,ADDED FXAMPL& 0e °vbi " osa Pm°faYr°xrtysrR"eE'am"G ® scDnD .LYNN MILLERP.E. NTS d a22 70130 C P.E.#58705 JR 10/10/14 Aurusarsaeseivm NO FRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF: SEE JAMB (9)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX,UNIT WIC SEE"CS"CLUSTER E WIDTH —DETAILS,SHEET 10 SPLICE REQUIRED@ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"05"CLUSTER DETAILS, FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 REQUIRESW SHEET 10 FOR INTERLOCK THIS POCKETS AND INTERLOCK 48"NCII,t 24'MAX,O.C. CLUSTER SEE SHEET (10)P-HOOK ------- PANEL WIDTH - SEE POCKET DETAILS,SHEET 11 JAMB MOUNTING x x x x 6"MAX _x x x INSTALLATION, ADAPTER x x x X x X-1 THIS SHEET ANCHORS MIDWAY x x i. 3*MAX. EET 14 BETWEEN P-HOOK ANCHORS AT 3" 4 PAIRS OF REQUIRED 0 0 0 FROM TOP& 1, 14'MAX.O.G. x FRAME x ANCHORS BOTTOM ANCHORS 96" (TOTALS 21"MAX- ANCHORS) 4.051" 8"MAX.TO OPENING UNIT .0 P-HOOK HEIGHT D.C. PER JAMB EDGE OF POCKET SEE ;E-" INSTALLATION D.C. C) ANCHORS x (SEE JAMB DETAIL x DETAILS'Jc'&'K& z M 0=P-HOOK BELOW) NO PANEL SHEET 14&PARY I g j ;0 MOUNTING /tANCHORAGE DETAILS'J&'K', al 24'MAX. MAX. ADAPTER (2 ANCHORS) SHEET19FOR io, D.C. 6'MAX. ANCHORS x- P-HOOK L------ +2* ANCHORS X 'x END PANEL /—ANCHORAGE END PANEL x x Xx X I -I '_�' /Y ANCHORAGE 6*MAX ANCHORAGE(SEE k (SEE SKETCH BELOW) SKETCH BELOW) T—CENTERLINE 8'MAX..TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL I ANCHORAGE 2.04" 24"MAX. EXAMPLE:5-PANEL,2 TRACK,90*OUTSIDE CORNER-pXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN, 148"x 96-NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET 8) SPLICE NOTE: 6' ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 END PANELANCHOR EXCEPTION, ANCHORAGE ONLY): ANCHORS MAYBE ADDED 2)ANCHOR LOCATION SPACING FOR ANCHOR DIS NEXT AS NEEDED TO ALIGN THE X CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS-6-8: CLUSTERTODE— EXTERIOR HEAD OR SILL IFA SPLICE 48" 11.11-0.0 OR LESS 21' OCCURS AT THE P-HOOK. NOM < INTERLOCK HEAD&SILL:8'MAX.FROM FRAME CORNERS. PANEL /--'\ s USE SPECIFIED CLUSTER FROM APPROPRIATE MAX. EE'CS'CLUSTER O.G. PRODUCT REVISED WIDTH TABLES,SHEETS"AT EACH INTERLOCK AND as complying with the Florida DETAILS,SHEET 10 STRAIGHT AND CORNER ASTRAGAL LOCATION, Building Code FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY NOA-No. 17-0420.12 PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR 5.64' 1*—"+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL, '.OTHERWISE ANCHORS ARE NOT Expiration DateP2117/2020 CLUB 3.5"- ADDITIONAL ANCHORS 24"D.C.MAXIMUM, RE.Lg�'i.5AOTVTE.RE2M'IDSPANAS ER THE FIGURE ABOVE: 6'*MAX. L By CENTERLINE JAMBS_&P-HOOKS:6-MAX.FROM BOTTOM,21-MAX,ANCHOR PAIR D.C.(JAMBS),14'MAX,ANCHOR ne!-1—�__'cooll- F OF PANEL 2 D.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE �2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB 11+211 ANCHORAGE ANCHOR PAIR REQUIRES SEE"C5" END PANEL "06"CLUSTER,,.SEE CENTERLINE CENTERLINE T ILS T11 OF DETAILS,SHEET 10 ANCH LDETAILS,SHEET 11 �INTERLOCK FOR �—OF RA 0 ANCHORS) 8. • 4 051" ASTRAGAL (2 .051"' I 3.5' MAX L/ CENTERLINE CENTERLINE EXTERIOR "+2"ANCHORAGE_/ • OF PANEL 3 OF PANEL 4 +2"ANCHORAGE—,/ �_CENTERLINE 0.58705 k. OF PANEL 5 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 1070 TECHNOLOGYDRW M.VENICE-,FL 275 M 1)4 1 ANCHORAGE SPACING&EXAMPLE PLANS ST TE!F CORRECTED 0"Pl. CERK 0. 1"""P M"s", I C 6 TO UPDATED ANC1401?VALUES "gERIES 770 ALUM.SGD-LM IMPACT 0�iV9 L A�#2 -J7. jQ_j f0110114 SGD-770 NTS 9 -22 PGTO130 ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6'DIAG. INTERLOCK--II__IF NEEDED INTERLOCK- 2,04"'1 CONDITION,USE INTERLOCK IF NEEDED 2,04" — CENTERLINE I CENTERLINE 'C6-CLUSTER DETAIL) CENTERLINE 1.76" 3.15" r-- 'r, -7- -1 . . 3 21" EXTERIOR 1.75" DIAL. .5" DI G MAX. O.C. EXTERIOR 35 71 2.04" 2,04' 2.04' f 7 21' y 5.W MAX. 4 qDAG r g�g7- 3. EXTERIOR 3.5 7. '5 7- EXTERIOR EXTERIOR .5" D.C. r 6' 2-TRACK FRAME HEAP/SILL IEAD/SILL 7- MAX.2-TRACK FRAME HEAD/SILL 5.64" R ASTRAGAL OR INTERLOCK a ASTRAGAL OR INTERLOCK P ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 2-TRACK L FRAME JAMB ANCHORS ARE REQUIRED,'C4-) ANCHORS ARE REQUIRED,-05-) ANCHORS ARE REQUIRED,-CT) ANCHOR PAIR 6"MAX IN F4-TRACK ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR L_SPLICE LOCATION 6"DIAG. FRAMEJAMB. INTERLOCK--jL_IF NEEDED INTERLOCK-• CONDITION,USE INTERLOCK-1 IF NEEDED 2.0411 EXTERIOR ANCHOR PAIR CENTERLINE I CENTERLINE I 'C6*CLUSTER DETAIL) CENTERLINE 3.6"E 3.5" 3.5' ANCHORS MAY BE INSTALLED EITHER IN THE EXT.OR INIT. 2.0-4 MAX, TRACK(INT.SHOWN) 2`1' 40 DIAG, O.C. i W, 4.081, 2.04* NOTES- 1.ALL DIMENSIONS SHOWN 5.64" ARE BASED ON MX EXTERIOR 7- EXTERIOR T' 4"DIAG. EXTERIOR 3.5" ALLOWED. 3-TRACK FRAME HEAD/SILL 6"MAX" 2.FOR HEAD OR SILL SPLICE 15 3-TRACK FRAME HEAD/SILL 3-TRACK SILL LOCATIONS/ANCHORAGE AT a ASTRAGAL OR INTERLOCK (?4 ASTRAGAL OR INTERLOCK 6b ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9. ANCHORS ARE REQUIRED,-C4-) ANCHORS ARE REQUIRED,-CS") ANCHORS ARE REQUIRED,-06-) ANCHOR PAIR PRODUCT REVISED as complKnTe with the Florida 4 ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ( ASTRAGAL OR (FOR SPLICE FOR SPLICED BUthil"S a INTERLOCK-1--iF NEEDED INTERLOCK FOR SPLICE INTERLOCK CONDITION,DO NOT CONDITIONS ONLY: NOA-No. 17-0420.12 CENTERLINE CONDITION,USE USE THIS DETAIL) SPLICE LOCATION Expiration�Do- 02/17/2028 - CENTERLINE C6'CLUSTER DETAIL) CENTERLINE IF NEEDED - mi O 3.5- F'_.�._' on rot 3.5- 7 4'DIAG. 2.04" 4"DIAG. 2.04" 1 5,371 DIAG. 4"DIAG. I f 4.08.1 -o o 4'DIAD. 2.04' IT EXTERIOR' ti�x- EXTERIOR EXTERIOR 71• -1 3.5- 7- 4-TRACK FRAME HEADfSILL 15 4-TRACK FRAME HEAD/SILL ID 4-TRACK HEADISILL ASTRAGAL OR INTERLOCK (5-ASTRAGAL OR INTERLOCK @.ASTRAGAL OR INTERLOCK = No.50705 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,-05-) ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,'C5-) WITH&WITHOUT SPLICE CONDITION 4 A AN6HORAGE,EXAMPLE CLUSTERS %&--.ZORjOF' .-* CERT.OFAUTH.#2=6 ONAL JR OJ/O6H7 C NO GiAN0E5 THIS SHEET. SERIES 770 ALUM.SGD-LM IMPACT 111111flill, A)ff -7 A.LYNN MILLER,P.E. so F.E9 68705 Soo, 22 PGT01 2.04° 2.04" INTERIOR 2.04" INTERIOR 2.04" "+1"ANCHOR J11TERIOR INTERIOR 7" 4"DIAG. 4"DIAG. 8.94" W621 " 3.5" 3.5" INTERINTER7" INTER10 r1 INTERIOR 1 ° CENTERLINE 3. " EXTERIOREXTERIOR 4"DIAG. 4"DIAG. OF PANEL 3.5' ° 4„ "+2"ANCHOR 411 EXTERIOR 4° 2.04" 7"2.04" EXTERIOR 2.042.04" EXTERIOR 8.94° EXTERIOR 2.04" ° 4"DIAG. 90'CORNER 90°CORNER 135°CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 3.5" (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I CENTERLINE ANCHORS ARE REQUIRED,°C4") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,"C6") I`OF PANEL 4.08" INTERIOR INTERIOR / EXTERIOR 4.06" '+1"ANCHOR "+3°ANCHOR 4„ / NTER OR 7.41" INTERIOR 3.5" 90° 7" 135° 2.04" 4"DIAG. EXTERIOR .3 I 3.5' 3.5" 4.08" 7' 4.08" 5.37'D AG. 5.37"DAG. 7 CENTERLINE CENTERLINE OF PANEL ° 2-TRACK FRAME HEADISILL 3 5" 4" 3.5"" 4 ON OF PANEL INTERMEDIATE ANCHOR LAYOUT EXTERIOR EXTERIOR 7" 4" INTERIOR ALL "+2"ANCHOR 7" EXTERIOR 90°CORNER 135°CORNER VIEWS 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL (°C6"ANCHOR CLUSTER REQUIRED (°C6"ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. PRODUCT REVISED as complying with the Florida Building Code INTERIOR .6.12INTERIOR 2.04" NOA-Na. 17.0420.12 2.04" 6 12" 3.6" Expiration Date 02/17/2020 EXTERIOR CENTERLINE 4" INTERIOR 5.88" OF PANEL By Mlaml-Datl rotluct Control INTERIOR 90" ° 4" 3.5' 135° "+3"ANCHOR 2.04" DA 7 G 3.5" 4.08" 6.12" 4"DIAG. 6.12" QJ T' EXTERIOR 3.5"° 4° ifulul 2.04" T' 4`DIAG. ExTERI R 4" 3 5" I CENTERLINE `� ANY LYNN EXTERIOR I� 90°CORNER 135°CORNER 2.04" I OF PANEL ��•' LICENSE �(( 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL C8 ANCHOR CLUSTER REQUIRED C8"ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEAD/SILL _ No.58705 ("_" ("_ INTERMEDIATE ANCHOR LAYOUT _ TI / x= AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) —-O ' NOTES:LL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1070TECHNOLOGYDRIVE °ioptl"° pOT I. l �!ir I 2.DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE N.VENICE,A 3427 ANCHORAGE,EXAMPLE CLUSTERS ',,ccS,'••'�<oRIDP..••'�?�: IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. (811)480-iS00 +m° S -. . m. p"µms --A-- SERIES 770 ALUM.SGD-LM IMPACT I//6NA1 IL JR 04/05/17 C NO CHANGES THIS SHEET. mvrweHremn -a �.: .TMa oar rm.. A.LYNN,,MILLER P.E. a,"JRr o.ro: "away o.r": vcreuousry zs,we. ® SGD-770 NTS 11 W 22 PGTO130 C RE 58705 58705 JR 10/10/14 auwoHrsassmrm INSTALLATION DETAILS EMBEDMENT.SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1/16"' " 2-1/16 2-1/16"' NOTES: EXTERIOR 1/4" 1.ALL DIMENSIONS 114 1/4" _ o MAX EXTERIOR SHIM EXTERIOR SHIM ON MVIN.ALLOWED. 1 BASED SHIM 11 j� 2.METAL OR WOOD EMBEDMENT: I SUBSTRATES MAY BE SEE TABLE A, USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYR, SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYR,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD 'DIAGONAL O.C. WOOD INSTALLATION ew OR 6WOOD INSTALLATION cw METAL INSTALLATION - (HEAD&SILL) OR "(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., . 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A.SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(Ile MAX) 1 SHEET 1� I SHEET 1 - T (1/4"MAX.) - - - Y'' (1/4"MAX.) - EXTERIOR I EXTERIOR EXTERIOR EMBEDMENT:SEE TABLE A,SHEET 1 2-1/16" 2-1116"' �2-1/16"' EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET I 4a 2-TRACK FRAME SILL 3-TRACK FRAME SILL A-PPh ME SILL WOOD D INSTALLATION Ew WOOD INSTALLATION MET L INSCK TALLATION EMBEDMENT:SEE PRODUCT REVISED TABLE A,SHEET 1 as complying with the Florida Building Code EMBEDMENT:SEE NOA-Mo. 17-0420.12 TABLE A,SHEET 1 EDGE DISTANCE: ExpGation Data 02M 7/2020 - SEE TABLE A EMBEDMENT:SEE METAL TYP.. SHEETI By TABLE A,SHEET 1 ~1 EDGE DISTANCE: SEE ANCHOR mla i-Da roduct Control EDGE DISTANCE: O SEE TABLE A, NOTE 4,SHEET 1 2X WOOD SEE TABLE A, 2X WOOD SHEET 1 TYP.,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR 2 1/16"' NOTE 3,SHEET 1 NOTE 3,SHEET 1 . SMS ANCHOR TYP., 2 1/16,• SEE ANCHOR NOTES WOOD ANCHORTYP., 2-1/16"' &TABLE A,SHEET 1 SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3 SEE ANCHOR NOTES THREADS &TABLE A,SHEET 1 &TABLE A,SHEET 1 EXTERIORBEYOND THE ��.� c�NY LY�y, EXTERIOR METAL :�( I EXTERIOR 114" 1/4"MAX.SHIM I. 1 l I/4"MAX SHIM I I+ SUBSTRATE Q•' ;tom. ID 1/4"MAX.SHIM I+ NO-58705 2-TRACK FRAME JAMB da 3-TRACK FRAME JAMB 4a 4-TRACK FRAME JAMB =-O G.j WOOD INSTALLATION Hw WOOD INSTALLATION kIw METAL INSTALLATION %7J O • 1 7-, 10 OE :Q N.VEMCE,FL 34376 ANCHORAGE DETAILS FS+S-o<oRIDr„ G�� ar. om« a.. c 00 CErT.OFaimi'massa SERIES 770 ALUM.SGD-LM IMPACT �r;IINAII t�`t```� -- JR 04106/17 C .NO CHANGES THIS SHEET. eovttuarret01r yae.,,me s+.m: — u.w,ax" �- A.LYNN fdIauFt P.E. oA W. o.r": a °mz caraou4naEs.m'c ® SGD-77o NTS 12 d 22 PGT0130 C P.E.#58705 JR 10/10/14 ^uroc+ns++Esu INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 - EMBEDMENT.SEE TABLE A,SHEET 1 NOTES: CONCRETE EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS PER TABLE TABLE A,SHEET I CONCRETE SEE TABLE A,SHEET I CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED SEE TABLE E PER TABLE PER TABLE- ON MIN.ALLOWED. A,SHEET 1 2-1/16" 2-1116 A,SHEETA,SHEET I 114!' DIAGONAL O.C.IS EXTERIOR MAX' MIN 4'(HEAD&SILL) SHIM OR 6"(JAMB)SEE EMB MAX. EXTERIOR 1/4" EXTERIOR DETAILS,SHEETS SEE TABLE A', - I t MAX. 10&lt EMBEDMENT: 114" SHEET 1 SHIM SHIM PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET I ANCHOR NOTE 3,SHEET I TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET I TABLE A,SHEET I 2-TRACK FRAME HEAD IGEh 3-TRACK FRAME HEAD 4 -TRACK FRAME HEAD CONCRETE INSTALLATION CONCRETE INSTALLAT10N CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.. PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&-7 WOOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE S.SHEET I TABLE A,SHEET I ANCHOR NOTE 3,SHEET I TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET I SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTES SHEET NOTE 5, NOTE 5, NOTES SHEET 4 Tl WOOD BUCK i(1/4'MAX.)-j_ SHEET SHEETI MAX.) (1/4'MAX.) (1/4 EXTERIOR EXTERIOR EXTERIOR 2-1/16" CONCRETE 2-1/16" 2-1 1w. EDGE*DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE PER TABLE EDGE DISTANCE: A.SHEET 1 SEE TABLE A,SHEET I PER TABLE SEE TABLE A,SHEET I PER TABLE SEE TABLE A,SHEET I EMBEDMENT:SEE TABLE A,SHEET I A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 0 2-TRACK FRAME SILL j6j�h 3-TRACK FRAME SILL 6EtN4-TRACK FRAME SILL CONCRETE INSTALLATION Ec CONCRETE INSTALLATION 1,Fc CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET I -- ------------- PRODUCT REVISED as complyin with tho Florida EMBEDMENT:SEE Puilding Co e NOA-N.. 17-0420.12 TABLE A,SHEET I EDGE DISTANCE: Expiration Vat-02/17/2020 EDGE DISTANCE: SEE TABLE A, PROPERLY SECURED EMBEDMENT:SEE SEE TABLE A, IXWOOD BUCK TYP.,- CONCJCMU ANCHOR SHEETI "I TABLE A.SHEET I TYP.,SEE ANCHOR 1 SHEET SEE ANCHOR NOTE 3, PROPERLY SECURED EDGE DISTANCE: NOTES&TABLE A, SHEET 1X WOOD BUCK TYP.,- SEETABLEA, SHEETI SEE ANCHOR NOTE 3, SHEET CONCJCMU ANCHOR 2"1/16" SHEET TYP.,SEE ANCHOR CONC./CMU ANCHOR 2-1/16" PROPERLY SECURED IX WOOD BUCK TYP NOTES&TABLE A, SHEET1 TYP.,SEE ANCHOR SEE ANCHOR NOTE CONCRETE NOTES&TABLE A, S H E E� CONCRETE Tj OR CMU SHEET CONCRETE OR CMU EXTERIOR PER TABLE EXTERIOR ........ OR CMU EXTERIOR PER TABLE A,SHEET . ... .. T 1 \ '0'114*MAX.SHIM PER TABLE A,SHEE A,SHEET J V 114°MAX.SHIM I__ No.58705 114»MAX.SHIM I 0 2 CKFRAMEJAMB 6E�\3-TRACK FRAME JAMB 4-TRACK FRAME JAMB Z CONCRETE/CMU INSTALLATION K&CONCRETFJCMU INSTALLATION 0 CONCRETE/CMU INSTALLATION 1070TECMDLCGYDRNE NT N.VENI a FL 34276 [1�� ANCHORAGE DETAILS* • '40RIO!"..' Z c 110 - (941)480-fe0a /,�,s. ........ ///'QVAL e\� —iR- -OW4,W 17 CHANGES MIS SIEET. CERT.CWAUTH.X -SERIES 770 ALUM.SGD-LM IMPACT 76 a -�Ts 1-13, A.LYNN MILLIHIR•P.E. =1W Z -PGTO130 c P.E.#58705---j INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEETARE FOR WOOD ANCHOR TYP., INFILTRATION CONCJCMU ILLUSTRATIVE 0 o SEE ANCHOR NOTES PURPOSES ONLY.SEE EMBEDMENT: ze ANCHOR NOTES&E &TABLE A SHEET 1 TABLE A,SHEET 1 FOR SEE TABLE A, (ALSO SEE TYP. TABLE A,SHEET 1 ALL APPROVED SHEET 1 ILLUSTRATION,SHEET 9) ' - 1-1/4"MIN.EDGE DISTANCE SUBSTRATES. DISTANCE:SEE _ EXTERIOR 3.SEE TABES 1-3, TABLE A,SHEET 1 EMBEDMENT: '~ ,. SHEETS 6.8 FOR I SEE TABLE A, y' REQUIRED P-HOOK 26 r,;?; P-HOOK MOUNTING AND P-HOOK EXTERIOR SHEETI '',';,,::,:�.;;�_• :..I:•;.;; ADAPTER CONCJCMU PHOOK WOOD ANCHOR TYP., fl ANCHOR TYP.,SEE MOUNTING ADAPTER SEE ANCHOR NOTES V P-HOOK ''•"'; •'.; ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2.693"MIN. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION,SHEET 9) EDGE DISTANCE A SHEET 1 ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS E P-HOOK FOR USE WITH ANY SILL RISER Jw PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU NOTE 4,SHEET 1; EMBEDMENT:SEE ADAPTER SMS MIN.OF 3 THREADS TABLE A.SHEET 1 ANCHOR TYP.,SEE CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE A,SHEEP 1 ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES .•`...;'.`;.;.. .''�r.�'� A,SHEET 1 SUBSTRATE 28 &TABLE A,SHEET 1 '.'.: (ALSO SEE TYP. ALSO SEE TYP.SHE EMBEDMENT: ;f " PRODUCT REVISED ( SEE TABLE A, `,; ILLUSTRATION,SHEET 9) as complying with the Florida ILLUSTRATION, SHEET 1 euim'.I Codo - EMBEDMENT: 1 SHEET9) � ZB l Hoa-Ne. 17-0420.12 SEE TABLE A,-, EDGE DISTANCE:SEE Expiration oa 02117/2020 SHEET 1 TABLE A,SHEET 1 `•'n' 1-1/4"MIN.EDGE DISTANCE By 30 30 Mlaml-0 a Pro uct controlI P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU SEE ANCHOR NOTES EXTERIOR &TABLE A,SHEET 1 ANCHOR &T SEE I� ANCHOR NOTES&TABLE v { (ALSO SEE TYP. 2.693"MIN. A,SHEET 1 ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. 2.693"MIN. EDGE DISTANCE ILLUSTRATION,SHEET 9) ttiUiilillr P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS �� ov I w PARTS#19,#21,#23 OR#25, Kc .........! PARTS#19,#21,#23 OR#25, � '��'• METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR ' �tCENSF•.•(� (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT :' No 68705 FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY _ •� *_ --o :Q�`'j/•��- • %AST••' "^TE OF� ��•�� .I 1070 TECHNOLOGYDRIVE N.VENICE,FL 3,1275 �j` '•R.�ORIOP.••' ?�` , (9+1)480-1500 ANCHORAGE DETAILS L111% ANG` a.5117 a c� NO CHANGES THIS SHEET. CERT.OFAUlH.d29236 SERIES 770 ALUM.SGD—LM IMPACT "1111111 I,`` ��ae(a• �� q4 comucMroIIon ® �^^� r� s^°0t a"NnONa N.r. A-LYNN MILLER,P.E. JR 10/10/14 Nr.ro rtsysa n 6GD-770 NTS i4 d 22 POTD130 C P.E.058705 I CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH HEADER DETAIL'A', MAX. NOM.PANEL WIDTH SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3 DETAILS'AW'&'Ac',� WIDTH �L.TERIOR SHEETS 12&13 NOTES: EXTERIOR 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS 90' APPLICABLE.SEE DP/ANCHOR WEL PANEL PAN.IQEL CORNER DETAIL'N2', TABLES,SHEETS 6-8 FOR MAK E TYPE TYPE SHEET 19&CORNER PANEL HEIGHT AND WIDTH.SEE ' AS' IQ ANCHORAGE SHEET 11 SHEETS 18&19 FOR SECTION . . NIT DETAILS AND SHEETS 12-14 FOR MAX. / MAX• HEIGHT INTERLOCK DETAILINSTALLATION DETAILS. PANELL DLOYP. PER M',SHEET 19 2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT HEIGHT TABLES EXTERIOR INTER OR EACH LOCKSTILE,LOCKING INTO 1-3 KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. y�� JAMB DETAIL'G3',SHEET 3)PLEASE SEE APPLICABLE X 18;INSTALLATION DETAILS ASTRAGAL&INTERLOCKX GW&'Gd,SHEETS 12&13 COMBINATIONS PER DP/ANCHOR Lill TABLES. 90, DLO WIDTH=NOM.PANEL WIDTH-7" SILL DETAIL'O',SHEET 18; DLO HEIGHT=DOOR UNIT HEIGHT-10.125" INSTALLATION DETAILS EXAMPLE:90'INSIDE CORNER,4PANELS-XX/XX PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" 'DvJ&'DC',SHEETS 12&13 SILICONE HOT-MELT BUTYL STRUCTURAL SILICONE STRUCTURAL SILICONE 3/16'NOM. BY OTHERS POLYISOBUTYLENE 1/4'NOM. FOAM WITH WITH DESICCANT DESICCANT 16 EXT.GLASS EXT.GLASS #8X1" #10 X 1-1/2" PH SMS PRODUCT REVISED PH SMS as complying with the Florida INT.GLASS INT.GLASS Building Code NOA-No. 17-0420.12 t14 KODISPACE 4SG TPS 115 SUPER SPACER®NXTTII Expiration Da 2/17/2020 By ALUMINUM Miaml-D Product Control REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 5116°NOM. PANEL CORNER FRAME CORNER 5/1 S.NO.. SEAL DETAIL DETAIL BUTYL ROLL-FORMED SILICONE SEAL DESICCANT STAINLESS STEEL FOAM EXT.GLASS Part# Description Material EXT.GLASS tttlllrll/j/ 124 Kommerling 4SG TPS Spacer System � h� N2f See this �� OCENSF••%'� 125 Quanex Super Spacer nXT With Hot Melt Butyl sheet for INT.GLASS INT.GLASS 128 Quanex Dureseal Spacer Materials _* No.58705 127 lCardinal>a.Edge Spacer DURASEAL®SPACER +2T XL EDGET"SPACER +18 k REFERENCE TEST REPORTS:FTL-8717,8968&8970 _ r . P� --."�; I070TECHNOLOGYDRNE MAI N.VENIC&FL 34175 ANCHORAGE DETAILS/EXAMPLE ELEVATION '•F�oRIOP..•-G��: Is41/480 tcoo �7�iS'ONAL 0N,"N �: 0s pd+bu: CERT.OFAUTH.1}10108 SERIES 770 ALUM.SGD-LM IMPACT "VII I I I t1+tt JR 0410597 C I NO CHANGES THIS SHEET. awmmpremn ® swua+e sal.: sme a+.e p r A.LYNN MILLER,P.E. oa+„er aom• o.ee m*�++sTMIE4N'e• SOD-770 NTS 15 a 22 PGT0130 C REP 58705 CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 ��'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; ��'ST��GAL INSTALLATION DETAILS'Gw'&'Gd,SHEETS 12&13 JAMB DETAIL'G2', HEADER-DETAIL W,SHEET HEADER DETAIL'A',SHEET 18; Mme' INSTALLATION DETAILS'Aw'&'Ac', DLO SHEET 18;INSTALLATIONS'L1'& 18;INSTALLATION DETAILS WIDTH JAMB DETAIL'G3',SHEET DETAILS'Gw'&'Gc', L2,SHEET 19 'AV&'Ac',SHEETS 12&13 7 SHEETS 12&13 TYP. 18-INSTALLATION DETAILS SHEETS 12&13 \/ 90° ^</_'G,t&'Gc',SHEETS 12&13 PANELFN PANEL PANEL ( '� TYPE TYPE TYPE P PE PANEL PANELPEL o 22 'R' 'D' 'A' ,A, TYPE TYPE ,K, I� IX INTERLOCK DETAIL MAX. 'OS' MAX. M',SHEET 19 ZZ UNIT UNIT HEIGHT SILL DETAIL NOM. HEIGHT 90°OUTSIDE CORNER . PER 'D',SHEET h PANEL / PER DETAIL-N1%SHEET 19& MAX. PER SEE TABLES 18; MAX./ WIDTH TYP. SEE TABLES CORNER ANCHORAGE DLO TABLES 1 3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1-3 SHEET 11 HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 INTERIOR 'Dw'&'Dc', O X X x SHEETS 12 EXTERIOR NOM.PANEL I &13 , XX X I j ^ WIDTH TYP. MAX.UNIT WIDTH ✓� PER TABLES 1-3 SEE FRAME& SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH MAX.UNIT WIDTH CONSTRUCTION N EXAMPLE:OXXX INSTALLATION DETAILS CONSTRUCTION DETAILS SHEET 15 (2-TRACK) w''O &'Dc',SHEETS 12&13 EXAMPLE:90'OUTSIDE CORNER-XX=(2-TRACK) JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'& L2,SHEET 19� 1 INTERLOCK DETAIL'M',SHEET 19 'Id,SHEETS 12&13� 1 HEADER DETAIL'C',SHEET HEADER DETAIL 1 1 18;INSTALLATION DETAILS 1__AMB DJETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET B',SHEET 18; Cw'&'Cc',SHEETS 12&13 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION 'Hw'&'Ho',SHEETS 12&13 'Jc','Kw'&'Kc',SHEET 14 DETAILS'Bw'&'Bc', DETAILS'Iw'&'Ic',SHEETS 12&13 PRODUCT REVISED SHEETS 12&13 as complying with the Florida MAX.UNIT WIDTH MAX.UNIT WIDTH �� NOA-Building colo 17-0420.12 NOA-Ng. i. T Expiration Date 02117/2020 - - -- PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL I , TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE By 'R' 'L' 'M' 'F' I M. 'F F. 'P' Mia -DadFe rodact Control NOM. > I MAX. MAX.UNIT ,�°a i. NOM. UNIT HEIGHT PANEL z a I /I A PANEL HEIGHT PER � WIDTH TYP IN WIDTHTVP. I / PER TABLES MAX. SEE PER "s�s I SEE MAX. PER TABLES 1-3 DLO NOTE 2 TABLES 1-3 a i OTE 2, DLO TABLES 1-3 1-3 HEIGHT SHEET 15 i SHEET 15 HEIGHT a ' ilii 11/ ILo x X x i X X x 0 �.•��NY.LY...4g, •, EXAMPLE:OXXXp SILL DETAIL"E',SHEET18; EXAMPLE:XXXO SILLDETAIL'P,SHEET 18; =7k; No.58705 (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS _ C �_ EO&'Ec',SHEETS 12&13 Fw&'Fc',SHEETS 12&13 t/ I j 1070 VE o..,rpvc i0T'•, STATE O �: H.vENlrF-FL 30275 EXAMPLE ELEVATIONS •'•''<ORIDP•-•'• cERr o nlmr oz�zss SERIES 770 ALUM.SGD-LM IMPACT � 'S'ONAL JR ENG�� i 014M7 a^C NO CHANCES THIS SHEET: nw.,ef-oat°: a,awear D°rcmvmmvremlr ® sa s: — o.. " — A.LYNN MILLER P.E. I JR 10110114 °0% SOD-270 NTS 16 m 22 PGTO130 C P.EX58705 — - -- - ---- ------ PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLEFIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTCORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXTCORNER INTCORNER INTERLOCK INTERLOCK STILE WI HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RE ER g0 RECEIVER 135 RECEIVER 35 RECEIVER TYPES OUT N WI HANDLE W/HANDLE W/HANDLE WI HANDLE WI HANDLE WI HANDLE WI HANDLE WI HANDLE #118 #118 #31 #31 11120 Ill 19 #81 #118 #61 #6 #61 #81 SINGLE n® [/ L �� TQ' T` _ T® TV TW INTERLOCK �/ �® lerp� g / VS cv ¢ `�� SINGLE p/.�� V C /C SQ VC SA SV SNV INTERLOCK � B E f A pcxoUr mox" Li( !l IN //�^1 FIXED /ray}^� F® FC FV FW STILE �- / \l i R fenxouq (eOvM 1LLE W1 HANDLE ® A/] J I HANDLE ��/� - (eoxou0 NaYM LLI ASTRAGAL PANEL NOTES: Box our L 0 w1 HANDLE Poxrnm 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL �-- ASTRAGAL A/ SIZES 8 DESIGN PRESSURE. eoXIN /F! LEFT 4'INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF Ll.l W/HANDLE laex�4 PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS F-. ASTRAGAL T STILE EXTERIOR STILE AND ARE NOT AVAILABLE. .Box oui m�oM moxow 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES , e PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (X1),CORNER RECEIVER(#118)AND EITHER LL- ASTRAGAL I (J APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER J Box IN ea w1 ASTRAGALS. 4.135*ASTRAGALS TO USE HEAVY-DUTY STILES Nr coxNER �� I (961)AND CORNERADDON(#31). 90 LOCKST7LE J W/HANDLE#120 .232" LLl EXT CORNER --L�q SILL RISERS OPTIONS -fir 232" 'z 9D LOCKSTILE OT QS •--�-I 232" EXTERIOR Q W/HANDLE#119 II_— EXTERIOR 062• PRODUCT REVISED Q.., '232" EXTERIOR as complying with the Florida EXT CORNER#61 ^T ^� EXTERIOR yI �—� .082' 4,065" Building Code W RECEIVER lC I 6/J- ��J. a ,062" 3.305' NOA-No. 17-0420.12 W/HANDLE #118 2.555" INT CORNER#67 q T A D� 1.567' Expiration Date 02/17/2020 90 RECEIVER H �C11 'O6Y By WIHANDLE , Mia -Da Product Control EXT CORNER 18°SILL RISER FLAT' ZD SILL RISER,FLAT 22 SILL RISER,FLAT 24 SILL RISER,FLAT #118 /+C 90RECENER#61 C/— FLUSH.1-112" GLOW 2-112' @MEDIUM,3-114" HIGH,4" /////�� --►I r� .750' EXT CORNER #3 VT ■ i^ l /� .7b0' EXTERIOR 35 RECEIVER 1 V!\J V 750° I I WI HANDLE 461 EXTERIOR .062" EXTERIOR EXTERIOR ,062' INT CORNER16 V Y T ,q,� 1 q�� .906" a 4.055° 35 RECEIVER V v V V I '062° 3.305" WI HANDLE #G1 .082" 11111111177f/I 2.5155' 1.507° 19° H SILL RISER,OXI' 21 SILL RISER,BOX 23 MSILL RISER, 'BOX 25 SILL RISER.BOX y� No.58705 8 *= - p NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 1070TECHNOLCGYDFWE piv1p6ot ��` •' ED• RID •�4c/ N.VENICE FL 31275 PANEL TYPES %,S o�� CERr.OFAU7H.#29208 SERIES 770 ALUM.SGD-LM IMPACT �''SiONAL IENG`�� JR 04A1Ni7 C NO CHANGES 7HIS SNEET. cormrcxremir s„x..+m.e swk w.pc c�wn�. n°.: A.LYNN MILLER P.E. w.mar M1,0110114 seD•77D NTS 17 r 22 PGT0130 C P.E.#58705 6 JR ''u^"'^s5pt�° ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) oR 61 los 106 FULL PANEL JAMB LENGTH eo LOCK PART FULL LENGTH is 7s s toT-t1 17 14 106 OF JAMB 5 G3 60 OR 61 so OR 61 G1 60 OR 61 2-TRACK JAMB 16 5 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 105 6"LONG CLIP#105 WITH FOR FIXED W/RETAINER#106 OPERABLE PANEL CLIP LOCK PART 113 @ PANEL) 80 758107-110 MIDSPAN (SHOWN WITH 5 FIXED PANEL TO EXTERIOR 103 LOCK PART SEE DETAIL G2 THE INTERIOR) 113 75 a 107-110 103 FOR FIXED EXTERIOR PANEL CLIP 6 103 60 OR 61 14 16 5 112 18 FULL LENGTH 17 #10 X 3/4' 123 G2 40 G4 60 OR 61 EXTERIOR SMS,X 3 OF JAMB 2-TRACK JAMB 2-TRACK JAMB EXTERIOR EXTERIOR EXTERIOR CLIP#80 OR#105 51 52 WI SCREEN 6'LONG WI RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB @ 60 (SHOWN WITH Hi (SHOWN WITH H2 26(SHOWN WITH N (SHOWN WITH 12 (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FOXED PANEL TO FIXED PANEL TO OPERABLE PANEL) 60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR �L IIEERIOR 121 SEE DETAIL ON SHEET 15 121 SEE DETAIL ON SHEET 15 121 SEE DETAIL ON SHEET 15 2 TA 112 3 4 45 5 113 5 113 5 52 51 89 EXTERIOR EXTERIOR 69 EXTERIOR 53 C] C] a PRODUCT REVISED as complying with the Florida - SHOWN WITH 2-TRACK WISCREEN E 3 TRACK 4-TRACK MAX.UNIT Building Code NOa-No. 17-0420.12 OPT.SCREEN FRAME HEAD \,V FRAME HEAD C FRAME HEAD HEIGHT PER TRACK TABLES 1-3 Expiration Date 02/17/2020 By Trn Mlami-Dade oduct Control 53 60 I 69 EXTERIOR EXTERIOR52 51 � 72 OR 73 � 72 OR 73 46 11 9 10 11 11 48 47 o EXTERIOR 112 5 113 113 ♦♦11 i11111/17j7, a5 5 ♦ � ,....., � ♦��.• LICEN,gE��(( � KVF ME SIL/LSCREEN E F ME SILL (a4-TRACK SILL tc� '- No.56705 � ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES -�1 (.� 1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. ��K... SAE FT :`[�� 1070TECHNOLOGYDRlVE •��ORIDP,••`�� N�1I�a��5 VERTICAL SECTION DETAILS S' � N nti �'�S;0NAL ENG♦♦♦ CERT.OFAUTH.#29296 SERIES 770 ALUM.SGD-WINDOW-LMI ''11111 I`1` - JR OM1N17 C NO CHANGES THIS SHEET. 5 ner SIR o� o aw: covrw MrA O, s^+�M°"� Iv — a""nN' A.LYNN MILLER,P.E. __ JR 0220114 .u7a�irl rT.o GD-770 WINDOW NTS 18 X 22 PGT0129 C P.E-#58105 ASSEMBLY DETAILS (SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) 5 1G1 LNTERIOR 81� 71� 118 *III 28IiFll 30 yy 713 27 63 103 62 111 63 60 OR 6S 60 OR 67 29 1a 65 120 65 5 15 EXTERIOR Stt 82 90° EXTERIOR INTERIOR EXTERIOR EXTnER�I�OR �(EX.R INT.MOUNT)P-HOOK FOR FLAT LS EXT.MOUNTRONLYBOX S(LLS 90° INTERIOR V LOCK PART LOCK PART LOCK PART 60 OR 61 75&107-11 75&107-11 61 75&107-110 5 �, l�:�-1 INTERLOCK to .._.... 113 60 60 %EXTERIOR - 81 118 5 ,((„EXTERIOR 113 113 � { 11 •ITEM#61(HEAVY-DUTY �/ 113 103 119 OR L� STILE)SHOWN,ITEM#60 67 (STANDARD STILE)ALSO L1 WITH SARDDDARD ASTRAGAL STILES#60 da WITH HEAVY-DUTY ASTRAGAL#68 Nt 20-TRACK SHOWNCORNER 90°INSIDE CORNER APPLICABLE,SEE TABLES /6E-:N SHOWN 13,SHEETS 6-8 FOR OP EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (PSF)ASSOCIATED WITH (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED STILES. TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 4 INTERIOR PRODUCT REVISED as complying with the Florida 31 LOCK PART Duliding Codo 4 INTERIOR 75&107-114 NOA--No. 17-0420.12 6 4 135° 5 INTERIOR Expiration Date /17/2020 DY —_ mi. -duct Control 11 7 to 5135° 61 32 61 103 32 it 5 EXTERIOR 6y 1,t1tttII 111t17f O&1PART 31 103 61 �,(T,EXTERIOR is 7 135°INSIDE CORNER `.t� LtCENg •.%��r�� P' �•?� 7-11 135°OUTSIDE CORNER 2-TRACK SHOWN No.58705 07 2-TRACK SHOWN Tp 1 tlr= �0�•- STT 0 :•4/, 1878 TECHAM00YDRtVE N.VENICE,FL 84276 HORIZONTAL SECTION DETAILS,CORNERS �i�s ,PORION N {sat)aeateoo ° 7'7tS7ONAL.ENG`' ° CERT.OFAWH.Y2B286 SERIES 770 ALUM.SGD-LM IMPACT T't/I i I t I%\\\, ' JR 84106/17 C NO CHANGES 7HfS SHEEP. Gum>7 Oum: er t°de Ddd; lRr012Sr>KQe°�pdi' s"�'— u�+eln -�R+ A.LYNN MILLER.P.E. JR 10110/14 nuannrnr:crnvm SOD-778 NTS 19.d 22 PGTO130 C P.E.#58705 Item PIT PG7# Description It.. PGT PGT# Description NOTES: Dw .# "PIT 1)ALL ALUM INUM=6063-T6 1 17308 617306 2-TRACK HEAD 60 17325 617325 PANEL STILE - 2 17303 617303 2--TRACK HEAD WITH SCREEN RAL 61 17320 817326 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,66-59,66,78,84-99, 3 17309 617309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE 4 17312- 617312 4-TRACK HEAD 63 1275 6TP248 VINYL BULB WSTP.-THIN msuii IMERLom NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD 6 17317 617317 FRAME HEAD/AMB ADD-ON 05 17328 617328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES 7 17304 1 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL MIN.#10 SMS OR 3116"MASONRY 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 1733Q 617339 HEAVY DUTY ASTRAGAL ANCHORS @ 24"MAX.O.C. 9 17307 617307 3-TRACK SILL 69 17324 617324 TOP 8 BOTTOM RAL 10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXIENSDN(INJECTION MOLDED) 11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 14/2"X 1'X314'HIGH FN SEAL DUST PLUGS 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 6153 78153X TANDEM ST.STL ROLLER ASSY. 13 17318 617316 FRAME SRL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY. 14 17305 617305 2-TRACK JAMB 74 SILICONE DOW599,DOW-995 OR GE-7700 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE I 16 17308 817308 3-1RACK JAMB 70 71032XIFPFX #1032 X 1'FL.SS SCREW W/TYPE'F'TIP _ 17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL ZINC U44UT 18 17322 617322 SILL RISER-FLAT•FLUSH,1-12" 79 17357 617357 1-IG BEAD 19 17319 017319 SILL RISER-BOX FLUSH,1-1/2• 80 17359 817359 7116"BEAD/FDED PANEL CLP 20 17321 617321 SILL RISER-FLAT,LOW,2-1/2" 81' 17360 617360 9116"BEAD 21 17318 617318 SILL RISER-BOX LOW,2-112" 82 1224 UM247K VINYL BULB WEATHERSTRIP 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4' 83 61745 1745 LOWE INC,1/2'X1116'SGL SIDE ADH.TAPE,POLYETH. 23 17354 617354 SILL RISER-BOX MEDIUM,3-114" 100 8052 48052 ROLLER AD&HOLE PLUG ' 24 17323 017323 SILL RISER-FLAT,HIGH,4" 101 72087 AMB BUMPER 25 17320 017320 SILL RISER-BOY HIGH,4" 102 1696 71696 DUST PLUG 26 17333 617333 POCKETP-HOOK 103 8188 78186X 1"KEEPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SOKEEP SCREEN LOCK KEEPER 28 17334 617334 POCKET P410OK MOUNT 1G5 17344 617344 FNED PANEL CLIP-6'LONG II 29 17335 611335 P•HOOKCOVER 100 17352 617352 FOLD PANEL RETAINER-916' J 30 17348 617348 POCKETp_. OK FOR BOXRISER 107 1739 71739 HANDLE KIT-NTERIOR RAISED WITH THUMB TURN 31 17378 617378 135 CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 32 1 17378 1 017378 1135 FLED MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN PRODUCT REVISED t ITEMS 4053 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL as complying with the Florida SI 40 [4.318 319 612258 SCREEN SIDE RAIL-LOCKSTILE 111 710X34PPSDAX#10X3/4'PH:PN.TEK-S.S. Building Code 41 7LOCKWGSK SCREEN LOCKSET- - - 112 1235- 67516 WSIP,.270X.170-FN SEAL NOA-No. 17-0420.12 42 418IB SCREEN KEEPER SPACER SET 113 1712 64066 .187"X230•FNSEAL Expiration Date 02117/2020 43152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX 910X1-112" By 44428 64428 SCREEN DOUBLE INTERLOCK 115 710)PPT #10X1" Miai-Da roduct Control 45317 612256 SCREEN TOP RAIL 110 720XIX #14-20 X 1"S.S. 46 612257 SCREEN BOTTOM RAIL 117 72OXI 12X #14-20 X 1-1/2'S.S. 4768 7SRAZ STANDARD ROLLER 118 17330 817336 90 DEGREE CORNER RECEIVER 48 668 7SRAX STANDARD ROLLER-ST.SIL 119 17337 817337 90 DEGREE OUTS DE CORNER ASTRAGAL 49 4344 64344 SCREEN ASTRAGAL 120 17338 1 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 50 17349 617349 Om SCREEN ASTRAGAL ADAPTER 123 17352 617352 FDED PANEL RETANER,7/8" 51 1692 61892 SCREEN SPLINE-.185" 111111111/ 52 1694 81694 SCREEN SPLINE-.15V AAA 111 53 61816C20 SCREEN CLOTH �� y •••••.,, �7 '�' 54 1725 1/2"XOX1116"SET.BLOCK,NEOPRENE 85-/5 `:�'�•: LI CENSE•,C( 55 11726 1 I1"X4'X1/16'SET.BLOCK,NEOPRENE 85+/S �.•• �� , *: No.58705 = f _ • 1ET— !ill 1070TECHNOLOGYORNE ��T F� ••�� i CC '•.�ORIOP•,••'• H(94!)480-1600 VENICE�FL 5 PARTS LIST , ONALIENG��\ RavdOY. �"' FpN�lme CERT.OFAUTH.018290UUT SERIES 770 ALUM.SGD-LM IMPACT - --- - JR 0410&17 C NO CHANGES THIS SHEET, pmm6Y.WY: am, owmnanmara4.Kd,[ mom: s'"' m.xpun '1a.. A.LYNN MILLER,PR_ JR 10110114 ,w nrG,rs „ro .170 NTS 20 d 22 PGT0130 C P.E1f 68705 5.069" 8.562" wl 1.36" 1.36" 0.080" -y 1.872"r-- 1.211" � 1.505" 0.081" 1.019" 0.062" 0.081" 0,081" O2-TRACK HEAD � 10 4-TRACK SILL SCREEN (6063-T6 AL) (6063-T6 AL) a0 STILE 6.198" (6063-T6 AL) 6.198" 8.526' 5.069" 0. 0.080' -f T � � 1.045" 1.211" Li 1� 1.505" 0.062" 0.081" -1. -1 L O2-TRACK HEAD W1 SCREEN TRACK O3-TRACK SILL SCREEN (6063-T6 AL) (6063-T6 AL) 1a 2-TRACK JAMB STOP RAIL (6063-T6 AL) (6063-T6 AL) 2-TRACK JAMB W/ 7.105" 6.221" 15 SCREEN TRACK 0.080" (6063-TB AL) -^{ 1.36" 0.875" 1.211" Aj -�* 1.36" r1 . .993" 0.081" 0.062' O0'081" 3-TRACK HEAD O 2-TRACK SILL VW SCREEN TRACK L (6063-TEAL) (6063-T6 AL) SCREEN 45 BOTTOM RAIL (6063-T6 AL) 9.142" 0.081" 4.49" ' 0.080" -� PRODUCT REVISED 1.505" 7.105" s complying with the Florida 1.211" Building Code NOA-No. 17.0420.12 FFT 9.141- Expiration Date 02/17/2020 0.081" aO4-TRACK HEAD O7 2-TRACK SILL By (6063-T6 AL) (6063-T6 AL) Mlam-Da Product Control --� 1.514" 0.062" 0.532" 0.760" 1.260" 0.060" 1.516" 1.990" ,�tililull Tll OFRAME HEADIJAMBSCREEN FRAME SILL SCREEN FRAME SILL SCREEN ��.•• •••••• ADD-ON t2 ADD-ON 13 ENDADD-ON is 3TRACKJAMB Qom: tiCENSF '•��% (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) P' REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS K: No.58705 OR 3116"MASONRY OR 3/16"MASONRY 17 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24°MAX.O.C. ANCHORS @ 24'MAX.O.C. (6063-T6 AL) ,•p O•% 1A STA 1070TECHNOLOGYDRNE i�s•'•FCOR{DP,•''��`� N.VENICE,FL 34275 EXTRUSIONS .......... 0411460-1600 �77'SZDNAL St"N a" en u.a rw.am CERT.DFAUTH.#27286 SERIES 770 ALUM.SGD-LM IMPACT 71j I I I i I I I t"t JR 04/OT✓17 C NO CHANGES THIS SHEET. . eiw.aa°o ems - a""m �+'� A.LYNN MILLER P.E. 5n.r SGD-770 NTS 21 m 22 PGT0130 C P.E.#567D5 JR 10110114 r l 4J18" -10:8 10.8 2204' 3.8102' 3,802" 0.752- 0.752" -7 F I E 0.5,74" - 163" 0.885, 0.080" -0-c-ITT-L 0,796" O.c F4.264"RAME 0.075" J 0,233" JO 0624 1.IJ f SSILL P-HOOK @,P;1.1Q0K MOUNTING 8,P HVO K SCREW COVER TRACK 0 �P /FRAME S ADAPTOR E-R H ?K OR BOX RISER (6063T6AL) 0 T,E- (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 13 AL 4� .155" -1 2.30' 1A88" 4" F:�� 0.080, n -1 -- -1.7391 I 0.830,o 0.062' 1.600 0.133" 1.600 133103' -1 .080" - 1.870" 8. .016, 1.974" --1 V ]+0.325' 2A,4�' 3.12 3.125" 0.062"' 31 135°CORNER 135°FIXED MOUNT STANDARD STILE HEAVY DUTY STILE INTERLOCK INTERLOCK �T S @A-D TERss (6063-T6 AL) (5063-T6 AL) (6063-T6 AL) 63-T6 Al} SCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979" 3.979" 4.125" 1 .075' UULF�-o75j dHi-T(0.075*J 1 .060, 50 .050, n 1.645" 1.645" O.062' 1.304" LI 289" rO45- .6111, '- .486' 0.125" 0.281" 045* 041 STANDARD ASTRAGAL EA DUTY ASTRAGAL TOP/BOTTOM PAIL GLAZING 7116"GLAZING at 9)16' 06 T,�,L) 6EAD.-FIXED BEAD (6063-T6 AL) (Mi 34 (6063-T6 AL) S BEAD(LG.) 8� PRODUCT REVISED (6063-T6 A PANEL CLIP Yin!)with the Florida (6063-T6 AL) (6063-T6 AL) ntild'I'aaft ode 1,003" -- - NOA-No. 17-0420.12 1.03" ExPiratlo-Dot-02/17/2020 0.767" 4" 5.621"Wf 0.080* "Hamr-ij,2,40'Froduct control 0.0501, 105 FIXED PANEL CLIP 0.719' 2.893- 1 1 19 (6063-T6 AL) 1.498" 0.133" 498" J 0.080' .6501" 0.863 L t23 RUED 4!' A 4� E t� RETAINER.7/8 _j 2.826" 90'INSIDE CORNER ASTRAGAL omo" --41= (6063-T6 AL) @ LYIVA( '- T 90*OUTSIDE CORNER ASTRAGAL (5063-T6 AL) FIXED PANEL (9 C90-,C0R ER RECEIVER (6063-T6 AL) _Tr (t%ETAINER 9116 AL, No.58705 (6063-T6 AL) • 1070 TECHNOLOOYDRNE A VIEW--,Ft34273 NS S EXTRUSIONS 0 ATE 0 1,/ (941)4804600 , "ZOR101" ............. JR M6111 J'C NO ES THIS SHEET. CERT.OFAM.439200 nm 770 ALUM.SGD-LM IMPACT 19 0 - 'I, 'ONAL _J7 IS10/14 11anc w. A.1�444,111-LkOP- 1-;Tsj�l -.22--jr--PGTO130 Re*58705