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HomeMy WebLinkAboutNOA 17-0420.12 (1) [u k M CAM MADE 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) www.miamidade.¢ov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: i This NOA is being issued under the applicable piles 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 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. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. 1, / NOA No. 17-0420.12 MIAMFDADE COUNTY r' ;'/ : Expiration Date: February 17 2020 Approval Date: September 28,2017 j Page I f i PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 j through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by 6 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. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading,per TAS 203-94 along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration 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 08/10/09, all signed and sealed by Julio Gonzales,P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales,P: (Submitted under NOA No. 09-0826.10) � Jorge M.Plasencia,P.E. P,yoduct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17,2020 Approval Date: September 28,2017 E- 1 1 i PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) S. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-St" Edition (2014) and FBC-6t" Edition (2017), dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 1 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 Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (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" 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/90° &135° corners - L.M.I. approved on 08/04/16 and expiring on 02/17/20. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17,2020 Approval Date: September 28,2017 E-2 TABLE A: SERFS 770, IMPACT RESISTANT SLIDING GLASS DOOR Anchor Frame Min.Edge Min.o.C, Min. Group Anchor Type Member Substrate Distance Dista Embedmentur INCLUDING POCKETS & 900/135o nce CORNERS Metal Thickness #12 78-8 SMS, SouthernPine(SG=0.55) 9116" 7/8" 1-318" GENERAL NOTES (Fy=60 ksi, F�95 ksi) 6063-T5 Aluminum 3/8" 9/16" 0.090" 1)GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. #12410 SS SMS, All A36 Steel 3/8" 9116" 0,050" 2 DESIGN PRESSURES: A (Fy=90 ksi, F 110 ksi) Gr. 33 Steel Stud 3/8" 9/16" 0.045"(18 Ga) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. All Concrete(min.2.22 ksi) 1-1/2" 3" 1-N8" B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300. 1/4"Elco Aggre-GatorO Jamb/P-hook Filled Block ASTM C90) 2" 3" 2" C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Fy=57 ksi, F�=96 ksi Jamb/P-hook Hollow Block(ASTM C90) 2" 3" 1-114" 3)ANCHORAGE:THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS All SouthernPine(SG=0,55) 1" 1" 1-318" PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO #12 Steel SMS(Gr. 5) -Southern Pine(SG=0,55) 9116" 7/8' 1-3/8" CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE B (min.of threads beyond All 6063-T5 Aluminum 3/8" 9/16" 0.050" CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. metal substrate) A36 Steel 318" 9116" 5"0. (18 Gr.33 Steel Stutl 3/8" 9/16" 0.045"(18 Ga) 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. t/4"Elco UltraCo All concrete(min.2.85 ksi) t" 4" 1-318^ 5)INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH C Fy=155 ksi, Fu=177 ksi Jamb/P-hook Hollow Block(ASTM C90) 1" NARROW JOINT SEALANT. All Concrete(min.2.85 ksi) 2-1/2" 4" t-3 8" 6)REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR 1/4"Elco Ultracon® Fy=155 ksi,F� 177 ksi Jamb/P-hook Filled Block(ASTM C90) -112" 4" 1-3/4" WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. Jamb/P-hook Hollow Block ASTM C90 2-1/2" 6" 1-1/4" 7)THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE D Head/Sill Concrete(min,3.35 ksi) 1" 4" 1-3/4" CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 1/4"410 ss Elco CreteFlex® Jamb/P-hook Concrete(min.3.35 ksi) 1" 6" 1-3/4" 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Fy=127.4 ksi, F� 189.7 ksi Jamb/P-hook Hollow Block ASTM 090) 2.1/2" 6" 1-1l4" CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. I I All Southern Pine SG=0.55 1" 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,MIN FY=33 KSI. 4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. TABLE B, 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) ANCHOR NOTES Type G3 7/16"Laminated:(2)Lites of 3/16"Hs Glass with.09T PVB Intedayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY G3A 9/16"Laminated:(2)Lites of 1/4"HS Glass with.090"PVB Intedayer MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE G4 7/16"Laminated:(2)Liles of3/16"HS Glass with.09T SG Intedayer DISTANCE AND SUBSTRATE REQUIREMENTS. G4A 9/16" Laminated:(2)Liles of 1/4"HS Glass with.09o"SG Intedayer G5 1"Laminated I.G.:3/16"T Extedor Cap+3/8"Air Space+7116"Laminated; (2)Lites of 3/16'HS Glass with.090"PVB Intedayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET. GSA 1"Laminated l.G.:1/4"TExtedor Cap+5/16"Alr Space+7/t6"Laminated; (2)Liles ef3/16"HS Glass with.090"PVBlntedayer PRODUCT REVISED G6 1"Laminated LG.:3/16"T Extedor Cap+3/8"Air Space+7/16°Laminated; (2)ales of 3l16"HS Glass with.090"SG Intedayer 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK. as complying with the Florida PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Building Code GSA V Laminated I.G.: 1/4"T Exterior cap+5/16"Alr Space+7/16"Laminated; (2)Lites of 3/16"HS Glass with.090"SG Intedayer INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS NOA-No. 17-0420.12 G7 7/16"Laminated:(2)Liles of 3/16"ANN Glass with.090"SG Intedayer G7A 9li6"Laminated:(2)L(tes of 1/4"ANN Glass with.090"SG Intedayer DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. 1X AND 2X BUCKS Expiration Date 02/17/2020 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER GB 1"Laminated I.G.:3116"T Extedor Cap+318"Air Space+7116"Laminated;(2)Utes 03/16"ANN Glass with.090"SG Intedayer By — 3' G8A 1"Laminated I.G.;1/4"T Extedor Cap+5116"Airspace+7116"Laminated;(2)Utes of 3/16"ANN Glass with.090"SG Intedayer LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Miami- a Product Control THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF "ANN"=ANNEALED RECORD &TO BE REVIEWED BY THE BUILDING OFFICIAL. "HS"=HEAT STRENGTHENED T'=TEMPERED GENERAL NOTES............. 1 "PVB"=.090"TROSIFOL®PVB BY KURARAY AMERICA,INC. 4)METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS "SG"=.090"SENTRYGLAS®BY KURARAY AMERICA,INC. EXAMPLE CONFIGS..........2.3 REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS.....,...... 415 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&SMALL INSTALL DETAILS..............12-14 t I I I 1 I!11 SHEETS 6,7&8 MISSILE IMPACT RESISTANCE ELEVATIONS..................... 15,16 NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT, MAX. 1/4"THICK&3400 PSI MIN., (DONE BY OTHERS) MUST FULLY pNY LYN�y 77i� PANEL/SILL TYPES.........17 SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO ��� '' UtCENS� �� CODES/STANDARDS USED: CROSS SECTIONS............18,19 THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION PARTS LIST....................... 20 SUBSTRATE IS WOOD, 30#FELT PAPER OR MASTIC IS REQUIRED = * NO,U705 •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION EXTRUSIONS.................... 21,22 BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED = �g _•' _ •ASTM E1300-09 --0 *. - - - "— •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION BY THE AUTHORITY HAVING JURISDICTION. r,.,r � .jf _ \ •ALUMINUM DESIGN MANUAL,ADM-2015 % ® ST TE F oAISI S100-12 fOTOTECHNOLOGYDRlVE •' �(/ •AISC 360-10 N.VENICE,FL34275ulGENERAL NOTES AND MAP '.,c�`,•••:��orzlpf;,'00 .•• Re�m1 BY: o.m: Revlabne� CERT.OP�H.#29296SERIES 770 ALUM. SGD- LM IMPACT �'7�;�>ONAL I0%0\` JR 04/05/17 C UPDATED TO FBC 2017,REVISED TABLES 1, 2,3&A carttrlGRrcmnya. ydl; may; sxmt a++•+w+✓a ae.: A.LYNN MILLER,P.E. Me sy.. osm: cnedra<te. oem: RrrrrRausmles,tr+c. SGD-770 NTS 1 "` 22 PGTO130 C P.E.#5870s JR 1 10110,114 ALL RIGl SRF.6ER EXAMPLE CONFIGURATIONS 1) 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", "Jc", "Kw"OR "KC' INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM. PANEL WIDTH NOM. PANEL WIDTH Aw Ac pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION PER TABLES 1-3 Aw Ac 12 13 CAN BE OXXXp. 12 13 PER TABLES 1-3 2)90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION Gw 1 Gw OF ANY 2 STRAIGHT CONFIGURATIONS. 12 I � 1 19 I ti Gc Jw Jc I G Jw Jc I 5 MAX. UNIT 13 / 14 14 O w 13 19 14 14 w o w w Kc Z a MAX. UNIT w Kc z a o 3)FOR NOM. PANEL WIDTH, SEE TABLES 1-3. HEIGHT / 14 14 e a HEIGHT / 13 / 14 14 °d PER TABLES 1-3 iLU Q PER TABLES 1-3 i "X"= OPERABLE PANEL, o �'w o a w' "0"= INOPERABLE PANEL, w` a w "p" POCKET POCKET I v, POCKET l r, DETAIL LETTER -s` ---' -s f--- / x w"=WOOD OR METAL INSTALLATION 1-PANEL w oc 2-PANEL ® "c"=CONCRETE INSTALLATION CONFIGURATIONS 12 ,3 CONFIGURATIONS 1z °3° SHEET NUMBER MAX. UNIT WIDTH MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH-7" NOM. PANEL WIDTH A Ac w 6c NOM. PANEL WIDTH Aw Ac w Bc Cw Cc DLO HEIGHT= DOOR UNIT HEIGHT-10.125" PER TABLES 1-3 12 13 12 t3 PER TABLES 1-3 12 13 12 13 1z 13 PANEL HEIGHT= DOOR UNIT HEIGHT-1.866" Jw Jc G Gc 19 19 Jw Jc 12 113 19 19 19 14 14 I Q 12 13 19 19 1w Kc I o 8 p MAX. UNIT 12 13 19 19 19 14 14 I o K MAX. UNIT 1 13 14 14 j a HEIGHT w Ic z q m HEIGHT 19 19 j W w PER 12 13 19 19 19 e a PER TABLES 1-3 i a W TABLES 1-3 o w a 4` POCKET j ti Ell /"POCK6T3-PANEL CONFIGURATIONS w G w Ec 4-PANEL CONFIGURATIONS PRODUCT REVISED 12 13 12 13 as complying with the Florida Building Code NOA-No. 117-0420.12 MAX. UNIT WIDTH MAX. UNIT WIDTH Expiration Date 02/17/2020 NOM. Pi12 Aw Ac w c Cw cc NOM. PANEL WIDTH w Ac By, PE 1 13 1 13 12 13 PER TABLES 1-3 12 13 Miami-Da roduct Control w Bc -s�,i----� 1 13 t 19 19 19 14 Ja j -, w Cc 1 2 3 19 19 19 14 14 IW OF MAX. UNIT 12 wMAX. i i a4 HEIGHT 19 0 NOTE EI 9 19 1s / e PER Q, / 2,THIS PER TABLES 1-3 i Y TABLES 1-3 Os SHEET. i O W w w c POCKET I vt EXTERIOR � 1 13 ��C Y' •t.10ENgF 5-PANEL CONFIGURATIONS w c w EG �w Fc 2 13 = ;" No. 5870,9 12 13 12 13 12 3 CORNER, TYP. 12 13 _ -0 (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) — 10 srXTE F ` ZO -Z 1070 TECHNOLOGYDRIVEnem N.VENlCE,FL 34275 EXAMPLE CONFIGURATIONS (Wf)450-1600 `'7s!0NAs E G` Revd By: 'ere: "pod—; CERT.OFAUTH#29296 SERIES 770 ALUM. SGD-LM IMPACT JP 04/05/f 7 C NO CHANGES THIS SHEET. Dretm9y. Dare; - Checked By. Data: COPYRlGHT020f7 se,rexaweee sue°: snot o,°w,',q,w. R°v: A.LYNN MILLER,P.E. PGTINWSTRIE3,tNC. Oa JR 70/10/14 AI,LRIGHIBRESMRV SGD-770 Nr5 2 °t 2G� PGT0130 (� P.E.#58705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX. TESTED UNIT WIDTH= 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", "Kw"OR"Kc" INSTALLATION. NOM. PANEL WIDTH Aw Ac w c Cw Cc EXAMPLE: 4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE 12 13 1z 13 12 13 XXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 —s i ---� CAN BE OXXXp. Gw Gc Jw Jc 1 13 19 19 f t 19 14 1a i 2)90° &135- CORNER CONFIGURATIONS CAN BE A COMBINATION tw 13 19 19 19 14 14 j o a o OF ANY 2 STRAIGHT CONFIGURATIONS. MAX. UNIT Iw Ic HEIGHT, 12 13 19 9 19 i 1- w 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 96"OR 120" / / 14 4 "X"=OPERABLE PANEL, POCKET iow "0"= INOPERABLE PANEL, _p 'F "p" = POCKET 6-PANEL CONFIGURATIONS w c w Eo w Fc 12 13 12 13 12 13 DETAIL LETTER MAX. UNIT WIDTH „�=CON ROE METAL INSTALLATION INSTALLATION NOM. PANEL WIDTH Aw Ac w Bc Cw Cc SHEET NUMBER 12 13 12 93 1z 13 PER TABLES 1-3 G Gcrial L L1 Jw Jc DLO WIDTH =NOM. PANEL WIDTH-7" 12 13 19 1s 19 19 14 14 i e DLO HEIGHT= DOOR UNIT HEIGHT-10.125" 12 13 19 19 19 t9 14 14 I w°w PANEL HEIGHT= DOOR UNIT HEIGHT- 1.866" MAX. UNIT Iw Ic a m HEIGHT 1z 13 1s 1s 1s 1s PER TABLES 1-3 o �w 4 / POCKET a y 7-PANEL CONFIGURATIONS w Dc w Ec w FG PRODUCT REVISED 12 13 12 13 12 13 as complying with the Florida Building Code NOA-No. 17.0420.12 MAX. UNIT WIDTH Expiration Date02/17/2020 Aw Ac By w BIG w Cc NOM. PANEL WIDTH 12 13 12 13 12 13 Mlaml-Dar roduct Contro PER TABLES 1-3 I G Gc UW41 2 13 t t t t t 19w cKc 19 19 Iwo w MAX. UNIT 1w Ic / 4 N HEIGHT 12 13 19 19 PER TABLES 1-3 i X w I t I I11! POCKET I ,.......fV�� �j� 8-PANEL CONFIGURATIONS ND• 58705 VENICE,FL 34275 4275 <OR�� 1070 TEC EXAMPLE CONFIGURATIONS - �S .:cP•'• N. NO FL (941)480-1500 rm: ' S/CNAL ENG Revs w Gera: R.Ws+ams: CERT.OFAUTH.#2929fi SERIES 770 ALUM. SGD - LM IMPACT JR 04105117 C NO CHANGES THIS SHEET. coRmlGr+rozon sercssnnaaec sme: sneer DmW" Na. Ror A.LYNN MILLER,P.E. Drewn By: Gel.: CheckedB. Dete: PGTINDIISTRlES,INc. ® SGD-770 NTS 3 w 22 PIG C P.E.#58705 JR 10110114 AURIGHi $ERV 0 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 3/15" HS GLASS 74 3/16" HS GLASS 74 3/8"AIR SPACE 74 3/16" T GLASS 82 82 83 EXTERIOR 3/4" NOM. EXTERIOR 3/4"NOM. GLASS GLASS 124-127 3/4"NOM. B ITE BITE GLASS BITE EXTERIOR 80 80 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. 9116"NOM. 1"NOM. 3/16" HS GLASS 1/4" HS GLASS 114" HS GLASS 090" PVB .090" PVB .090" SG 3/16" HS GLASS 1/4" HS GLASS 74 1/4"HS GLASS 74 5/16"AIR SPACE 74 1/4" T GLASS PRODUCT REVISED 82 82 83 as complying with the Florida O 0 Building Code 3/4"NOM. 3/4"NOM. NOA-No. 17-0420.12 EXTERIOR EXTERIOR 3/4"NOM. GLASS GLASS 124-127 Expiration Date 0211 7/2 02 0 GLASS BITE BITE BITE By EXTERIOR Miami Dad' roduc t Control 81 81 79 54 54 - �_ 55 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A ��,.• VICE NSF GLAZING NOTES: _ ;' No. 58705 "ANN"=ANNEALED "HS"= HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. 'T TEMPERED 'ff � 34275 GLAZING DETAILS TE D.,+axw,: ( STATt "PVB"_.090" TROSIFOL® 1070 CHNOLOGYDRIVE PVB BY KURARAY AMERICA, INC. FL '� 4 N.VENICE, "SG"= .090"SENTRYGLAS'BY KURARAY AMERICA, INC. Rena or Date: ReNsbne: CERT.OFAUTH.#29296 SERIES 770 ALUM. SGD-LM IMPACT / JR 04/05/17 C NO CHANGES THIS SHEET. comalGRr®sov serve., .t s�": sn�e 0re� uo. Rer. A,LYNUIIIILLIER,P.E. Drew"Rr. Darn: ch "eD. Dare: RGrwDusm+E&IND. ® sGO-770 NTS 4 ' 22 PGTO130 C P.E.#58705 JR 1 10110114 ALL RIGM RESERVED GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) 1"NOM. 7/16" NOM. V NOM. 3/16" HS GLASS 3/16"ANN GLASS 3/16"ANN GLASS . .090" SG 090" SG 3/16" HS GLASS .090" SG 3/16"ANN GLASS 3/8"AIR SPACE 74 3/16"ANN GLASS 74 3/8"AIR SPACE 74 3/16" T GLASS 1 3/16" T GLASS 82 I 83 83 EXTERIOR 3/4"NOM. 3/4"NOM, 124.127 3/4" NOM. GLASS 124-127 GLASS GLASS BITE B ITE EXTERIOR BITE EXTERIOR A SD 79 79 54 55 55 1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 1"NOM. 9/16" NOM. 1"NOW 3/16" HS GLASS 3/16"ANN GLASS .090"SG 1/4"ANN GLASS .090" SG 3/16" HS GLASS .090" SG 3/16"ANN GLASS 5/16"AIR SPACE 74 114"ANN GLASS 74 5/16"AIR SPACE 74 1/4"T GLASS 1/4" T GLASS PRODUCT REVISED 82 as complying with the Florida 83 83 Building Code 3/4"NOM. NOA-No, 17-0420.12 3/4" NOM. EXTERIOR 3/4"NOM. 124_127 GLASS 124_127 Expiration Date 02/17/2020 GLASS BITE GLASS BITE BITE ey ' = =- EXTERIOR Miami-Da Product Control EXTERIOR a Bt <�:] 79 r 79 54 55 55 1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A \\1�tttllr„II77 No. 5870,5 GLAZING NOTES: _ "ANN"=ANNEALED "HS" = HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS �0�•. "T"=TEMPERED 1070TECHNOLOGYDRIVE "PVB"= .090"TROSIFOL PVB BY KURARAY AMERICA, INC. GLAZING DETAILS .�S ID "PVB" �� N.VENlCE,FL 24275 11 S Cj "SG"= .090" SENTRYGLAEr BY KURARAY AMERICA, INC. (s41)480-1s00 /DNAL EN TNB: T � ROT oero: Raa ro s: CERT.OFAUTH#29296 SERIES 770 ALUM. SGD -LM IMPACT JR O4105/17 C NO CHANGES THIS SHEET. DOVMicar®z 7 c sew sti�c Dm n�Na R.,. A.LYNN MILLER,P.E. D..Qv. D k cheuPod By. 0.t: P TINDD MES,ING SGD-770 NTS 5 o 22 PGT0130 C P.E.0 58705 JR 10110114 nu filcHTS RESERveD TABLE 1: TABLE 1A: Design Pressure (DP) and Anchor Quantities Required, Maximum DP for all sizes. Sill Height to Max. (+) DP (for all approved configurations on Sheets 2 S 3) +60 /-60 psf (Water Infiltration Rating) For comer astragal anchorage on 90°or 135°comer units, see sheet 11 (May be limited by Table 1A) ON eight Door Unit Height x, see (+)DesignTable applies to Glass Types 3, 8W 84" g0" 96" 7) Pressure, psf3A, 5, 5A, 7, 7A, 8&8A and 69-7/8" DLO 73-7l8" DLO 79-7/g" DLO 85-7/8" DLO -1(2" see note 3the Stile/Astragal Types shownbelow. Anchor Group Anchor Group Anchor GroupAnchor Group1/2" + 46.67-1/4" +60.0A B C D A B A B C D A B C D 4" + 60.0 17 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 SEE NOTES 1-3 24" DLO Jamb 8 8 B $ g 8 8 8 B 8 B B 8 B 8 8 P-hook 6+7 6+7 6+7 6+7 7+g 7+8 7+g 7+8 7+g 7+8 7+g 7+8 7+8 7+g 7+8 7+8 23" Head/Sill C4+1 C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 04+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 L 30 DLO Jamb $ 8 8 8 8 8 8 $ 8 8 8 a 8 8 8 8 v P-hook 647 6+7 1 6+7 6+7 7+6 7+8 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 7+8 1 7+8 f 7+8 Head/Sill JG4+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 36, DLO Jamb 8 8 8 8 8 8 8 8 6 8 8 8 8 8 8 - I o- P-hook 6+7 6+'t 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 O: ONG LETH Head/Sill C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1Z42DLO Jamb 8 8 8 8 8 8 8 Sg888888-hook 6+7 6+7 6+7 7+g 7+8 7+g 7+B 7+8 7+8 1+g 7+8 7+8 7+8 7+8 7+8 4i" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 = OlH RATIO? 1 48" DLO Jamb 8 B B 8 B 8 g 8 8 8 8 8 10 B 8 8 z O P-hook 6+7 6+7 6+7 6+7 7+8 7+8 1+8 7+g 7+g 7+8 7+g 7+8 7+B 7+g 7+8 7+8 o ° FOR EXAMPLE ON USING TABLE, SEE SHEET 8. NOTES: OH RATIO= OH LENGTH 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL, OH HEIGHT 2)WHEN USING THE 2-1/2"SILL, POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4"SILL, POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE 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 1-112"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 BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE DOOR UNIT HEIGHT-10.125" as complying with the Florida ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. Building Code 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= NOA-No. 17-0420.12 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, DOOR UNIT HEIGHT- 1,866" Expiration Date 0211 7/2 02 0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. By Miami-Da roduct Control Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135°Astragal Lockstile @ Assembly Straight Astragal Assembly 90°Astragal Assembly 135°Astragal Standard Stiles Standard Stria Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Ste ndardAstraga( Outside Corner Outside inside Corner Corner t/r Inside Inside Corner Corner outsere Part#61(Stile) Part#61 Part#60 x2 Part#60 Part#6D part#60(Stile} Part (Out.) (Stile) : No. 58705 _ ( ) Part#60 Part#118 Corner - Part#67(Astragal) ( Part#120(In.) Parts#31&#32 Part#61 Receiver) (Corn.& Fxd Mount) -- 1)� � Ly_ 1070TECHNOLOGYORNE axeWmn: %�,p STATE'OF N.VENICE,FL 30 DP AND ANCHORAGE ";ems .L ORIDP .••' \- '.. /saa45a1soo ' �/D ECG NAL \ CERT OFAUTH.#29296 SERIES 770 ALUM. SGD-LM IMPACT '1 r 1 i 11111�`` JR 04/05/17 G REVISED 7ABtE 1. nrewn ar•' Hem: CheWad . Hate; r SMEs,wc ® �`1eY�b0e1 �O"Onem: Data; ® °Ypet�a �^'6 AOY A.LYNN MILLER.P.Enmc A.LYNN MILLER,P.E. JR 10/i0/14 n i ack s pFsa veo SGD-770 NTS 6 w 22 PGT0130 C P.E.#58705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2 &3) Maximum DP for all sizes: +601-60 For corner astragal anchorage on 90°or 135°comer units, see sheet 11 (May be limited by Table 2A) Door Unit Height Table applies to Glass Types 4, 4A, 80" 84" 90" 96, 102" 108" 114" 120" 6,6A, 7,7A, 8&8A and the 69.7/8"DLO 73.7/8" DLO 79-7/8"DLO 85-718"DLO 91-7/8"DLO 97-718"DLO 103-7/9'DLO 109-7/8"DLO Stile/Astragal Types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A 8 C D A B C D A 8 C D A B C D A B C D A B C D A B C D A 8 C D 17" Head/Sill C4+1 04+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 24 DLO Jamb 8 8 8 8 8 8 8 B 6 8 8 8 8 8 a 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+g 7+8 7+g 7+g 7+8 7+8 7+8 7+g 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+g g+g 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 23" Head/Sill C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+t C4+1 04+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 G4+1 C4+1 G4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" DLO Jamb 8 B 8- 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 to 10 10 10 10 10 10 10 10 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 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 29" Head/Sill C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 G4+1 C4+1 C4+1 C4+1 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+1 04+1 G4+1 04+1 36" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 t0 10 t0 10 10 10 10 10 t0 10 10 10 10 t0 10 10 16 P-hook 6+7 6+7 6+7 6+7 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 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 9+10 9+10 9+10 9+10 9+10 9+10 Head/Sill 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 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 a 42" IJLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 10 10 10 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 8+9 8+9 8+g g+9 8+8 8+9 8+g g+g 9+10 9+10 9+10 9+i0 9+10 9+10 9+10 9+10 Head/Sill C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 GS+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G1+2 C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 z 48 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 10 10 10 10 10 10 10 12 10 10 10 12 10 10 10 P-hook 6+7 8+7 6+7 6+7 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 47" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 G4+2 C4+2 C4+2 04+2 04+2 C4+2 C4+2 54" DLO Jamb - 8 8 8 8 8 8 8 8 10 8 8 8 10 8 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+g 7+g 7+8 7+8 7+8 Not available in these sizes 53" Head/Sill C4+2 04+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 60" DLO Jamb 8 8 8 8 8 8 8 8 10 8 8 1 8 10 8 8 8 - P-hook 6+7 6+7 6+7 6+7 7+8 7+g 7+B 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 8. DLO WIDTH = NOTES: NOM. PANEL WIDTH -7" 1)POSITIVE PRESSURES IN TABLE 2 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 3-1/4" SILL, TABLE 2A: DLO HEIGHT= POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL, POSITIVE WATER DP IS 60.0 PSF MAX Sill Heightto Max. {+) DP DOOR UNIT HEIGHT-10.125" (NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH �— 3 4", 3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" = PANEL HEIGHT= Sill Riser Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. (Flat or Box see (+)Design DOOR UNIT HEIGHT-1.866" , POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure, psf = O OH RATIO>_ 1 AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS Sheet 17) = OQ PRODUCT REVISED as complying with the Florida Flush-1-1/2" sae note 3 p NOT RATED FOR WATER INFILTRATION. Building Code 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2" + 46.67 NOA-No. 17-0420.12 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4" + 60.0 Expiration Date02/17/2020 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE High-4" + 60.0 OH RATIO = OH LENGTH By SEE NOTES 1-3 OH—HEIGHT � Product Control THE FOLLOWING STILE &ASTRAGAL TYPES SHALL BE USED FOR TABLE 2, SEE SHEETS 21 &22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @Iamb Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135'Astragal Lockstile @ Assembly Straight Astragal 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 Standard Astragal Inside Outside Outside Corner Cor[=a4ner anal nside (NY LYNN Li Inside Cor)� Corner Outside �''�IGENSFY�l Corner Part#61(Stile) Part#61(Stile) • No. 58705 Part#61(Stile) Part#119(Out.) — � Part#61(x2) Part#61 Part#61 Part#61 Part#118(Corner Parts#31&#32 Part#61 = �r Part#67(Astragal) Part#120(In.) Receiver) (Corn.&Pxd Mount) J� 1070 TECHNOLOGYDRlVE oeurtpw� �0 STATE OF7 (v�� N.VENICE,FL 34275 DP AND ANCHORAGE 6`S•°<•OR101" le (941)480-1600 i s ' tiered ar: oem: 6eWelwu: CERT.OFAUTN.#29286 SERIES 770 ALUM. SGD - LM IMPACT �ONAL JR 04/05117 C REVISED TABLE 2,REMOVED EXAMPLE. crol+raloltromrr s„y,mpe,pa; aneee> n a..nvrvo. a". A,LYNN t�I LER,P.E. '.. °rain ey peg: °!»ra'eda. pale: PGrlN°U°TRIES,INC, ® SGD-770 NT�+!J / a 92 PGT0130 L' P.E.#58705 '.. JK 10/10114 .vt 6tcrrrs 6ess6vfo TABLE 3A: TABLE 3:_ Design Pressure (DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2 & 3) Maximum DP shown below Sill Heightto Max. (+) DP For corner astragal anchorage on 90'or 135°corner units, see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating) Door Unit Height Sill Riser Height Table applies to Glass Types 4, 4A, 80° 84, 90° 96" 102" 108Y (Flat or Box,see (+}Design 6, GA, 7, 7A, 8&8A and the 69-7/8" DLO 73-718" DLO 79-718" DLO &5-7/8" DLO 91-7/8" DLO 97-7/8" DLO Sheet 17) Pressure, psf Stile/Astragal types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Flush -1-1/2" see note 3 _ A 8 C p I A I B 1 C 1 D I A I 8 I C I D I A I B I C D A 1 B 1 C I D A 1. 8 C D Low-2-1/2" + 46.67 Design Pressure +/-90.0 psf +/-82.5 psf +1-75.0 psf 17" Heatl/Sill C4+1 C4+1 C4+1 C4+1 G4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t 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 DLO Jamb 8 B B 8 8 8 8 8 6 8 B B 8 8 8- 8 10 10 10 10 t0 10 10 10 High-4" + 90.0 P-hook 6+7 6+7 6+7 6+7 7+8 7+9 7+5 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+B 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 SEE NOTES 1-3 Design Pressure +/-40.0 Per +/-82.6 psf +/-75.0 pst 3011 23" Head/Sill 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+7 C4+1 C4+1 C4+1 C4+1 64+1 C4+1 C4+1 C4+1 r. DLO Jamb 8 8 8 8 B 8 8 8 10 8 8 8 10 8 8 a 10 10 10 10 10 111 10 10 9_ P.hook 6+7 6+7 6+7 6+7 7+8 7+8 7t8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 9+9 8+9 8+9 8+9 8+9 Design Pressure +/--900 Per +/-82.5 psf +/-75,0 psf „ 29" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+7 C4+1 o_ DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 12 10 8 8 12 10 10 10 10 10 10 10 W 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 8+9 8+9 8+9 B+9. 8+9 8+9 8+9 8+9 8+9 8+9 8+9 B+9 o Design Pressure +I--90.0 Psi +1.82.5 psf +/-75.0 psf Z 35" Head/Silt 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 CS+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C64. OH LENGTH 42" pl0 Jamb 10 8 8 8 10 B 8 8 12 10 8 8 12 10 8 8 12 10 10 10 12 10 10 70 P-hook 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 8t9 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 0_ Design Pressure +1--90.0 psf See Note A ow +/-82.5 psf +/-75.0 psf = 0 OH RATIO z 1 - 41" Head/Sill C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 +2 C5+2 C6+2 C6+2 C5+2 CS+2 C6+2 C6+2 C5+2 C5+2 =O o DLO Jamq 10 8 8 a 12 10 8 8 12 10 6 8 14 12 8 a 14 12 10 10 14 1 10 I 10 1 10 P-hook 7+8 7+8 1 7+8 1 7+8 6+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 +10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 NOTE A: +/-90.0 PSF FOR GLASS TYPES 4, A,6, 6A, 7A, 8 &8A; +/-87A FOR GLASS TYPE 7 NOTES; EXAMPLE ON SHEET 9 OH RATIO= OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH HEIGHT 2)WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4" SILL, POSITIVE WATER NOM. PANEL WIDTH-T' 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 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DOOR UNIT HEIGHT- 10.125" PRODUCT REVISED MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN as complying with the Florida TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= Building Code 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 02/17/2020 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. f By 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Miaihi-'Da9dProduct 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 @lamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135"Astragal Lockstile @ Assembly Straight Astragal Assembly 90"Astragal Assembly 135'Astragal Heavy-duty Stiles Heavy-duty Stile 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 Corner, , Inside tsid 1+ rner 41 Outside Corner Corner '. � Inside NN u.� `\\t1�?� �ICEN . Corner Outside InsideCor P..• SF'•.!!� i Corner Part#61(Stile) Part#61(Stile) _ No• 58705 Part#61(Stile) - Part#119(Out.) _ — Part#61(x2) Part#61 Part#61 Part#61 Part#118(Corner Part#120(In.) Parts#31&#32 Part#61 _ Part#68(Astragal) Receiver) (Corn.& Fxd Mount) _ - © S A # ' 1070 TECHNOLOGYDRIVE ++ i�`� --10 N.VENICE,FL 34275 DP AND ANCHORAGE d' '-. RIDP e.� )480-1 600 peyya Sy Dn�: ReHsktls: CERT 01FAAUTH#29296 SERIES 770 ALUM. SGD -LM IMPACT Si�pN�`1\0 JR 04/05/17 C REVISED TABLE 3,ADDED EXAMPLE. covnrioxramn �118°nr1v°1b �w"�TTLC, sir °if N'° a«: A.LYNN MILLER,P.E. pawn 6Y: N. ChscYeJB, pale; PGTINOUSTRIES,INC. ® $GD-770 NIV 8 a 22 PGTO130 C P.E.#58705 JR 10110114 'w.wcxrs NEsr vE° NO FRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF: SEE "C5"CLUSTER SEE JAMB (9) P-HOOK ANCHORS, SEE "C5"CLUSTER MAX. UNIT WIDTH DETAILS, SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS SEE "C5"CLUSTER DETAILS, FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2, SHEET 7 DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERL INTERLOCK OCK 24" MAX.O.C. POCKETS CLUSTER, SEE THIS AND 48" NOM. x �P ANEL WIDTH x x � DETAILS, SHEET 11 SHEET SEE POCKET (10) P-HOOK r- --_- x JAMB MOUNTING x x x x x x x x x x 6"MAX. 6 M -71 INSTALLATION, ADAPTER g THIS SHEETANCHORS MIDWAY 'o 3^MAx.f°' & SHEET 14 BETWEEN P-HOOK 4 PAIRS O F ANCHORS &AT 3" ANCHORS I = x FROM TOP& 14"MAX.0.0,�� 01 19 ANCHORS 96" (TOTAL 8 BOTTOM o I I o UNIT 21"MAX. ANCHORS) 4.051' 8" MAX.TO OPENING a ° I® i;-,,-Mj, n o= P-HOOK HEIGHTx O'C' PERJAMB EDGE OF POCKET SEE w a O (SEEJAMB = .O.C. ANCHORS x INSTALLATION o w I I DETAIL DETAILS 'Jc' &'Kc', a¢ ®' z o= P-HOOK BELOW) END PANEL SHEET 14 & PART e o MOUNTING ANCHORAGE DETAILS U'&W, ti j®j !o i 3^MAX. ADAPTER x x 24" MAX. (2 ANCHORS) SHEET 19 FOR L F�1 ANCHORS O.C. P-HOOK L------s,, x ` xxx +2 x x 2 x x x M END PANEL ANCHORAGE (SEE„ SKETCH BELOW) ANCHORS ANCHORAG +2 x ' xxx + (SEE SKETCH BELOW „+2"ANCHORAGE END PANE x z +2" ANCHORAGE CENTERLINE 8"MAX.,n'P• ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04"' 24" MAX. EXAMPLE' 5-PANEL 2 TRACK, 90' OUTSIDE CORNER-pXX/XXO-EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 48"x 96" NOM. PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6„ SPLICE NOTE: 1 ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL I 1)APPROVED ANCHORS: SEE TABLE A, SHEET 1 END PANELANCHOR EXCEPTION,("+1"ANCHORAGE ONLY): ANCHORS MAY BE ADDED 2)ANCHOR LOCATION SPACING FOR ANCHOR DISTANCE T NEXT AS NEEDED TO ALIGN THE QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: CLUSTER ToeE-® EXTERIOR HEAD OR SILL IF SPLICE 48" CENTERLINE OF 24"O.C.OR LESS 21„ C� OCCURS AT THE P-HOOK. NOM. ° INTERLOCK HEAD& SILL: 8"MAX, FROM FRAME CORNERS. , SEE USE SPECIFIED CLUSTER FROM APPROPRIATE O�. PRODUCT REVISED "C5"CLUSTER as complying with the Florida WIDTH DETAILS, SHEET 10 TABLES, SHEETS 6-8 AT EACH INTERLOCK AND CENTERLINE DE END PANEL 9 Buildin Code FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, 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" Expiration Date 2/17/2020 "+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24 OTHERWISE ANCHORS ARE NOT REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: ADDITIONAL ANCHORS 24" O.C. MAXIMUM. 6" MAX. ey -" 3.5° Miaml-Da induct Control CENTERLINE JAMBS&P-HOOKS: 6"MAX. FROM BOTTOM, 21"MAX. ANCHOR PAIR O.C. (JAMBS), 14"MAX.ANCHOR OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE �2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB "+2"ANCHORAGE ANCHOR PAIR REQUIRES SEE "C5" CLUSTER END PANEL CENTERLINE CENTERLINE ® "C6" A_ CLUSTER, SEE OF DETAILS, SHEET 10 OF ANCHORAGE DETAILS, SHEET 11 FOR ASTRAGAL I—OF ANCHORS) 8" INTERLOCK ASTRAGAL 4.051" �- 3.5" MAX. CENTERLINE CENTERLINE CENTERLINE _ No. 58705 EXTERIOR "+2"ANCHORAGE L� "+2"ANCHORAGE OF PANEL 3 I OF PANEL 4 OF PANEL 5 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS p R 1070 TEC14NOLCOYDRIVE r P "/�( •.'���„ RT TE OF N.VENICE,FL 34275 ANCHORAGE SPACING& EXAMPLE PLANS (941)960.1600 R. By: Omo: RaNsbns: CERT.OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT �''7S1ONAL eSN�N JR ;1105/17 C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES. cGPrnlcxr®pOfT RT Sa,iWbf"Cel: S�^e,: p Shunt q D,awh°No. Rer. A.1L11I<�t4hMiLL K`P,E, Drswn By: Data: CheckerlB. D.W PGTINDUSIRIES,INa SGD-770 NTS 9 a 22 PGTO130 C P.E.#58705 JR 10/10/14 ALL RIGHTS REBERVED ASTRAGAL OR 6"DIAG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE SPLICE LOCATION INTERLOCK—t—IF NEEDED INTERLOCK--, CONDITION, USE INTERLOCK-- NEEDED 2.04" 2.04- CENTERLINE I CENTERLINE "C6" CLUSTER DETAIL) CENTERLINE 3.5" 7 7 EXTERIOR6"DIAG. 1.75" EW 21„ 4"DIAG. MAX. 2 04" O.C. EXTERIOR 2.04" 4" 21„ 5.64° MAX. EXTERIOR 3.5 7^ EXTERIOR 4 DIAG. 7" EXTERIOR O.C. 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL V 6" MAX. 2-TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK 2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") 6"MAX. ANCHOR PAIR f4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR LSPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK-�—IF NEEDED INTERLOCK--' CONDITION, USE INTERLOCK--j—IF NEEDED EXTERIOR ANCHOR PAIR CENTERLINE I CENTERLINE i 'C6" CLUSTER DETAIL) CENTERLINE 3 5„ 2.04" 3.5" 3.5" 7„ ANCHORS MAY BE INSTALLED o — 21" EITHER IN THE EXT. OR INT. 2.04" 4" DIAG. MAX. TRACK(INT. SHOWN) 4.08" 4.08" O.C. I _ I 2,pq�� NOTES: 5.64" 1.ALL DIMENSIONS SHOWN ARE BASED ON MIN. EXT�E lR,IOR 7„ 1 EXTERIOR 7" 4"DIAG. EXTERIOR 3,g^ ALLOWED. v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL V 3 5 6"MAX. 2. FOR HEAD NC SILL SPLICE 3-TRACK FRAME HEAD/SELL LOCATIONS/ANCHORAGE AT ASTRAGAL OR INTERLOCK a(�ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK P-HOOK SEE SHEET 9. (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR PRODUCT REVISED as complying with the Florida ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED Building Code (FOR SPLICE INTERLOCK CONDITION, DO NOT CONDITIONS ONLY: NOA-No. 17-0420.12 INTERLOCK IF NEEDED INTERLOCK CONDITION, USE CENTERLINE I CENTERLINE I CENTERLINE USE THIS DETAIL) SPLICE LOCATION Expiration Date 02/17/2020 --� 1.75" C6" CLUSTER DETAIL) IF NEEDED - 3.5" 3.5" By s' -- -+-- 3.5" 3.5„ 7" --�- Miami-D a Product Control *2.04" 4"DIAG. 2.04" 4" DIAG. 2.04" 2,04" 5.37"DIAG. 4"DIAG. 4.08" F:2 DIAG. I 2.04" `��iiIIn14� EXTERIOR EXTERIOR 7„ EXTERIOR 7" 3.5" 3.5 \��\ �� "•• "'� 4-TRACK FRAME HEAD/SILL ID 4-TRACK FRAME HEAD/SILL IG 4-TRACK FRAME HEAD/SILL •:�-O @ ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK = i No. 58705 - (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C611) ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") WITH&WITHOUT SPLICE CONDITIONr �= 1070TECHNOLOGYDRIVE oeswgro^: ®R1 STATE N.VENICE,FL 34275 ANCHORAGE, EXAMPLE CLUSTERS is, ••��OR1DP• '• ���� Revs e<• Dare: �Hu (sat)4ao-160o S�ONAL JR 04/05117 C NO CHANGES THE 3 SHEET. CERT.OFAUTH.if29286 SERIES 770 ALUM. SGD -LM IMPACT 1111 I I I I 1 Drawn ay: Dare: cneoren 0aro: GOPManT02mv ® s ,uaer. swro: C+ A.LYNN MILLER,P.E. PaTfNWSiRIE$!Nc" 5`(•Q-770 NTV 1� °r 22 PGTO?30 C p,E.#55705 ✓R 10/10/14 ALL RiGHJSAssERVEO ' 2.04' 2.04" g' INTERIOR 2.04" INTERIOR 2.04" "+1"ANCHOR INTERIOR INTERIOR I 7" - ° 4" DIAG. 4" DIAG. 8.94" 6.12" 6.12" IF 3.5" 3.5" INTERIOR '' ° 7 INTERIO INTERIOR INTERIOR 9 ° 3 q 1 90 0 CENTERLINE 3. " OF PANEL RIE�XTERIOR EXTERIOR 4° DIAL. - ° 4°DIAG.4e 3.5" 4" 35" 3 5" "+2°ANCHOR 2.0 2.04" EXTERIOR 2.04" EXTERIOR 4 2.04 EXTERIOR 8.94" ° 2.04" 90° CORNER 90° CORNER 135° CORNER 135° CORNER 4"DIAG. 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 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 CENTERLINE ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C6") ANCHORS ARE REQUIRED,"C� ANCHORS ARE REQUIRED, "C6") OF PANEL 4,08" INTERIOR V, INTERIOR o/ EXTERIOR 4.08" "+V ANCHOR "+3"ANCHOR 4" 7.41" -- INTERIOR ii 3.5° INTERIOR T 90°i ° 7" 135' 2.04" 4"DIAG. EXTERIOR ° — - 3.5" 4.08" 4.08" 7" I 7" I 5.37"DIAG. 5.37" D AG. CENTERLINE CENTERLINE OF PANEL ° 3 5' ° 4" 3.5" 4 OF PANEL 2-TRACK FRAME HEAD/SILL EXTERIOR EXTERIOR 7" 4e INTERIOR ON "+2"ANCHOR INTERMEDIATE ANCHOR LAYOUT 7 i� EXTERIOR ALL _ _ - 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 6.12" Building Code INTERIOR - INTERIOR 2.04" NOA-No. 17-0420.12 2.04" 6 12" 3.5" Expiration Date 02/17/2020 EXTERIOR I _ CENTERLINE 4 INTERIOR 5.88 (` OF PANEL By = INTERIOR ° ° 135° „+ Miami-Dads roduct Control 90° 4 3 5' 3"ANCHOR 7„ 2.04" _ DIAG. G, 3.5" 6.12" 4"DIAG. ° 6.12" J 4.08" ° 4' D1 ° 7" EXTERIOR 2.04" ° 3.5" 4" ° 3.5" 3.5" EXTERIOR 7 4"DIAG. EXTERIOR 4 CENTERLINE wf LYNX, /77ii 90° CORNER 135° CORNER 2 04 OF PANEL �� �10ENS� �(( 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL C8 ANCHOR CLUSTER REQUIRED C8 ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEAD/SILL = No.58705 ED -_ ( ( INTERMEDIATE ANCHOR LAYOUT - AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) - :7 1 NOTES: (3-TRACK SIMILAR) - V _ "�' �, r 1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. to7orecHNotowoRroe p o %0 ST oF( 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE N.VENICE,R34275 ANCHORAGE, EXAMPLE CLUSTERS '. (�S •'40RIDP,.•• \�- IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. (941)4eoaeoo rx„ i N . Revsd9y: De(e: Revisimw: CERT.OFAUTH.#28286juer SERIES 770 ALUM. SCD -LM IMPACT JR 04/05/17 C NO CHANGES THIS SHEET. CG IGWOM11 A.LYNN MILLER,P.E. SerlmTfW"I: Smb: slwat OreMrq Nu Rer. prawn Ry: p°ro: cn de pate: RGi INDUSTRIES•INC. SSGD-77o NTS 11 "122 PGT0130 C P.E,#W05 '.. JR 10/?0/14 A"RIGH RES-- 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 NOTES: EXTERIOR 1/4" 1/4" 1/4" 1.ALLDIMENSIONS o MAX. MAX. EXTERIOR S M ON MVN ARE BASED IN.ALLOWED. SHIM EXTERIOR SHIM f a 2. METAL OR WOOD EMBEDMENT: SUBSTRATES MAYBE SEE TABLE A, ���111 USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., 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 DIAGONAL O.C. IS 2-TRACK FRAME HEAD e 3-TRACK FRAME HEAD e 4-TRACK FRAME HEAD MIN 4"(HEAD &SILL) w WOOD INSTALLATION 6w WOOD INSTALLATION Cw METAL INSTALLATION OR 6"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS, SHEETS 10 & 11. 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 (14' MAX.) SHEET I- 1 SHEET 1� (1/4" MAX.) ,._.: .. 1 _ (1/4"MAX.) EXTERIOR f EXTERIOR EXTERIOR _ EMBEDMENT: SEE TABLE A,SHEET 1 2-1/16"* �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 1 E 2-TRACK FRAME SILL E 3-TRACK FRAME SILL E 4-TRACK FRAME SILL ow WOOD INSTALLATION Ew WOOD INSTALLATION Fw METAL INSTALLATION EMBEDMENT:SEE PRODUCT REVISED TABLE A, SHEET 1 as complyingwith the Florida Building Code EMBEDMENT: SEE Now-No. 17-0420.12 TABLE A,SHEET 1 EDGE DISTANCE: Expiration Date 02/17/2020 SEE TABLE A, EMBEDMENT: SEE METAL TYP., SHEET 1 By " y TABLE A, SHEEt2-1/16" -�I EDGE DISTANCE: SEE ANCHOR Mia I-Da ;roduct Control E DISTANCE: Q SEE TABLE A, NOTE 4, SHEET 1 2X WOODE TABLE A, 2X WOOD 0 SHEET 1 TYP., SEE ANCHORSHEET 1 TYP., SEE ANCHOR 2-1/16" NOTE 3, SHEET 1 NOTE 3, SHEET 1 SMS ANCHOR TYP., , SEE ANCHOR NOTES WOODANCHORTYP., 2-1/16"' &TABLE A, SHEET 1SEE ANCHOR NOTESWOOD ANCHOR TES MIN. OF 3 SEE ANCHOR NOTES THREADS &TABLE A, SHEET 1 y �Y&TABLE A, SHEET 1 EXTERIOR BEYOND THE METAL \ ��0.,,......EXTERIOR EXTERIOR SUBSTRATE l-IOENSF 1/4"MAX. SHIM —=-I I^ 11 P 1!4" MAX. SHIM Imo— 1/4" MAX. SHIM Imo— sc No. 58705 ' E 0 1. 2-TRACK FRAME JAMB E 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB = 0 _ WOOD INSTALLATION Nw WOOD INSTALLATION Iw METAL INSTALLATION =7J � +-- . srAr o ' ` ' ' Gw 10707ECHNOLOGYDRIVE N.VENICE,FL 34275 ANCHORAGE DETAILS /941/480-1690 da: sS! R..r.. Revsd By: pate; RauiNars: CERT OFAUTH#29296HUT SERIES 770 ALUM. SGD- LM IMPACT '771® 1AII fL Ew��` JR 04Po5/17 C NO CHANGES THIS SHEET. COPMONT0201P sen%Pn L smo: s+Aac oa,w%,rexa �r A.LYNN MILER,P.E. D,atJ Dy: D10' Ctiec— Pete; PGTINDUSMIES,INC. SGD-770 NTS 12 eL 22 PGTOi30 C P.E.#58705 JR 10/10114 ALLRIGMS SER INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 NOTES: EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE EDGE DISTANCE: SEE SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 TABLE A, SHEET 1 CONCRETE CONCRETE SHOWN ARE BASED PER TABLE PER TABLE ON MIN.ALLOWED. A, SHEET 1 2-1J16"* PER TABLE 2-1/16"* 2-1/16"' A, SHEET 1 A, SHEET 1 1/4" DIAGONAL O.C. IS EXTERIOR : MAX. MIN 4"(HEAD &SILL) a 1 SHIM OR 6"(JAMB) SEE EMBEDMENT: M4 EXTERIOR M4 EXTERIOR 1 DETAILS,. SHEETS SEE TABLE A, ��� SHEET 1 SHIM a SHIM a PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 SE 2-TRACK FRAME HEAD E 3-TRACK FRAME HEAD E 4-TRACK FRAME HEAD Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION Cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYR,SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3, SHEET 1 SEEANCHOR SEEANCHOR SEEANCHOR NOTE 5, NOTE 5, 1 (1/4" MAX.) SHEET 1 NOTE 5, SHEET � SHEET 1� _ (1/4"MAX.) ' - >: (114"MAX.) EXTERIOR ` EXTERIOR EXTERIOR a a �j - e CONCRETE 2-1/16'* 2-1/16 2.1/16"* PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET 1 SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 0 2-TRACK FRAME SILL E 3-TRACK FRAME SILL 4-TRACK FRAME SILL CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT: SEE _ PRODUCT REVISED TABLE A, SHEET 1 �' a as complying with the Florida Building Code EMBEDMENT: SEE NOA-No. 17-0420.12 TABLE A, SHEET 1 �� EDGE DISTANCE: Expiration Date 02/17/2020 EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, By EMBEDMENT:SEE 1 CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 Mi t C -- �"I _..J_ � ' - - SHEET 1 Mlam� Toduct Control f TABLE A, SHEET 1 TYP., SEE ANCHOR SEE ANCHOR NOTE 3, RED EDGE DISTANCE: NOTES&TABLE A, SHEET 1 PROPERLY SECURED SEE TABLE A, SHEET 1 1X WOOD BUCK RED 2-1/16" SEE ANCHOR NOTE 3, SHEET 1 + CONC./CMU ANCHOR 2-1(16" SHEET 1 TYP., SEE ANCHOR CONC./CMU ANCHOR 2-1/16"* PROPERLY SECURED FNOTES &TABLE A, TYP., SEE ANCHOR 1X WOOD BUCK TYP., SHEET 1 CONCRETE NOTES &TABLE SEE ANCHOR NOTE 3, CONCRETE OR CMU SHEET , CONCRETE SHEET 1 OR CMU EXTERIOR PER TABLE EXTERIOR OR CMU EXTERIOR PER TABLE A,SHEET 1 �'�.. ' �icENSF •,!� a1l4" MAX.SHIM I »— PER TABLE n Aq1 , SHEET 1 a I Q . _ -P A, SHEET 1 V 1/4"MAX. SHIM —�I I�— 1/4" MAX. SHIM I �- = No. 58705 * -_ 2-TRACK FRAME JAMB E 3-TRACK FRAME JAMB DE 4-TRACK FRAME JAMB cc CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION c CONCRETE/CMU INSTALLATION (. "�;•\���` 1070 TECHNOLOGYDRNE °ao1ps01 �� ''AQRIDP.. N.V ENI C ,FL 34275 ANCHORAGE DETAILS- � SS,ONAL Revel By Date: Aenslons CERT.OFAUTA#29296 SERIES 770 ALUM. SGD - LM IMPACT JR 04105117 C NO CHANGES THIS SHEET. DOPYRIGMT92J19 sur,.. 1: �f.��' co S! L D—k,W. R., A.LYNN MILLER,RE. Drewn By Dena: CheckedB. Dole: PCOPMG]RIE$INC. SGO-770 NTJ 13 d 22 PGT0130 C P.E.#58705 JR 10110114 ALLRICRTBREBERVED 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 SHEET ARE FOR WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE o PURPOSES ONLY. SEE SEE ANCHOR NOTES ANCHOR TYP„ SEE EMBEDMENT: _ &TABLE A, SHEET 1 2s ANCHOR NOTES & TABLE A, SHEET 1 FOR SEE TABLE A, — (ALSO SEE TYP. A TABLE A, SHEET 1 ALL APPROVED SUBSTRATES. SHEET 1 28 #I ILLUSTRATION, SHEET 9) 1-1/4" IN. EDGE DISTANCE �1 �u EDGE DISTANCE:SEE EXTERIOR 3. SEE TABES 1-3, TABLE A, SHEET 1 EMBEDMENT: SHEETS 6-8 FOR SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK 26 SHEET 1 ADAPTER CONC./CMU AND P-HOOK EXTERIOR MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., P ANCHOR TYP., SEE SEE ANCHOR NOTES IG P-HOOK ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A, SHEET 1 CONCRETE EMBEDMENT: SEE A, SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2.693"MIN. CMU PER TABLELE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9. A, SHEETI ILLUSTRATION, SHEET 9) EDGE DISTANCE ILLUSTRATION, SHEET 9) eP-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 EMBEDMENT: SE CONCRETE OR EMBEDMENT: SEE ADAPTER CONC./CMU E NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN, OF 3 THREADS TABLE A, SHEET 1 ANCHOR TYP., SEE A,SHEET 1 ANCHOR NOTES &TABLE BEYOND THE METAL ANCHOR NOTES A, SHEET 1 SUBSTRATE 28 &TABLE A, SHEET 1 (ALSO SEE TYP. (ALSO SEE TYP. EMBEDMENT: ILLUSTRATION, SHEET 9) PRODUCT REVISED SEE TABLE A, as complying with the Florida ILLUSTRATION, SHEET 1 28 Building Code EMBEDMENT: SHEET 9) Noa-No. 17-0420.12 SEE TABLE A, EDGE DISTANCE: SEE wul Autinwl Expiration Date 02/1 7/2020 SHEET 1 TABLE A,SHEET 1 -* 1.114"MIN. EDGE DISTANCE By 30730 Miami-De Product Control P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR SEE ANCHOR NOTES R ANCHOR TYP., SEE *6 JZ &TABLE A, SHEET 1 ANCHOR NOTES &TABLE v (ALSO SEE TYP. 2.693" MIN. A,SHEET 1 2.693"MIN, ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) \�`t1111111//� eP-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS#19,#21,#23 OR#25, KEc7 PARTS#19,#21,#23 OR#25, METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR Q�•' SF '<<� MOUNT MOUNT :' ; (SEE TABLES 1A, ZA&3A (SEE TABLES 1A, 2A&3A _ No. 58705 - FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY TE OF' •��: 1070 TECHNOLOGYDRIVEop01 ANCHORAGE DETAILS N.VENICE,FL 34275 i 19a11480-1600 '7 s�oIVAL ENG`` Reved9y= Gave: Revisi - CERT.OFAUTH#29296 SERIES 770 ALUM, SGD -LM IMPACT 7I1I 11111 t 1 i`, JR 04/05/17 C NO CHANGES THIS SHEET. COPMGH 02017 A.LYNN MILLER,P.E. Se,hN.foJoi: 3mb: Sheet GrawinO Na. Aor. vm-Ry: Date: Ghedced pale: PoTINUUSRPiES,ING SGD-770 NTS 14 w 22 PGTO130 C P.E.#59705 JR 1071 0114 ALL RIGHIGRESERVFD 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 INTERIOR SHEETS 12& 13 l NOTES: EXTERIOR 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS 90" APPLICABLE. SEE DP/ANCHOR PANEL PANEL TABLES, SHEETS 6-8 FOR MAX. PANEL TYPE TYPE PANEL CORNER DETAIL'N2', PANEL HEIGHT AND WIDTH. SEE TYPE 'QS' 'AS' TYPE SHEET 19&CORNER A, ANCHORAGE SHEET 11 SHEETS 18& 19 FOR SECTION K' NOM. MAX. UNIT ' DETAILS AND SHEETS 12-14 FOR MAX. PANEL / MAX. HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. PANEL / DLO PER 'M', SHEET 19 2)(1) LOCK(ITEMS 75 & 107-110)AT WIDTH TYP. HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR EACH LOCKSTILE, LOCKING INTO NOTE 2 TABLES 1-3 1-3 KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. a b JAMB DETAIL'GS, SHEET 3)PLEASE SEE APPLICABLE X 18; INSTALLATION DETAILS ASTRAGAL &INTERLOCK X X Gw'&'Gc', SHEETS 12& 13 COMBINATIONS PER DP/ANCHOR TABLES. DLO WIDTH = NOM. PANEL WIDTH-7" SILL DETAIL'D', SHEET 18; 900 DLO HEIGHT=DOOR UNIT HEIGHT-10,125" INSTALLATION DETAILS EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX PANEL HEIGHT=DOOR UNIT HEIGHT- 1.866" 'Dw'&'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 EXT.GLASS EXT.GLASS #8Xill #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 zn KODISPACE 4SG TPS z5 SUPER SPACERONXTTM Expiration Date. 2/17/2020 By ----- ALUMINUM Miami-D - Product Control REINFORCEMENT POLYISO- FINT.GLASS NT FILL AREA ` BUTYLENE 5/16"NOW PANEL CORNER FRAME CORNER 5/16"NOM. SEALBUTYL& LICONE SEAL DETAIL DETAIL DESICCANT ROLL-FORMED FOAM STAINLESS STEEL EXT.GLASSPart# Description Material EXT.GLASS 124 Kommerling 4SG TPS Spacer System `\O N 125 Quanex Super Spacer nXT with Hot Melt ButylSee this �Sheet for INT.GLASS 126 Quanex Duraseal Spacer Materials _ No. 58705 127 lCardinal XL Edge Spacer DURASEAL® SPACER v XL EDGETMSP 1zeACER = _ REFERENCE TEST REPORTS:FTL-8717, 8968&8970 1070 TECHNOLOGYDRIVE *- a4\•--• STA E OF N.VENfCE,FL 34275 ANCHORAGE DETAILS/EXAMPLE ELEVATION •-•F4oRlD?-•'- ��.` /941/4e0-1600 `i`S70NAL ECG`` eY ��e: ReMzbne: CERT.OFAUTH.#29296 SERIES 770 ALUM. SGD-LM IMPACT ll Il n l I l 111`` JR 04705117 C NO CHANGES THIS SHEET. corraioxrcza17 ® sert wx: Smn: onxfrorvo. ner A-LYNN MILLER,P.E. orewn er. o,m: cnecea<r oero: - rcrnrousmlEs,wa SOD-770 NTS 15 a 22 PGTO130 C RES 58705 JR 1&10/14 nu weHrs rt£sEavEo C®NF�G. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 'M% SHEET 19 OPERABLE JAMB DETAIL'133% SHEET 18; ( !�—INSTALLATION DETAILS 'Gw' &'Gc',SHEETS 12&13 ) HEADER DETAIL W, SHEET 18; MAX. /FIXED JAMB DETAIL'G2', rAST=RAGAL HEADER DETAIL'A', SHEET INSTALLATION DETAILS 'Aw'&'Ac', DLO LSHEET 18; INSTALLATION S 'L1'& 18; INSTALLATION DETAILS WIDTH JAMB DETAIL 'G3', SHEET DETAILS'Gw' &'Gc', L2, SHEET 19 Aw' &'Ac', SHEETS 12& 1� SHEETS 12 & 13 TYP. 18; INSTALLATION DETAILS SHEETS 12&13 90° 'Gw'&'Gc% SHEETS 12& 13 PANEL PANEL PANEL PANEL i m m TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL A A R' 'L' D' 'A' TYPE TYPE TYPE TYPE ox p INTERLOCK DETAIL MAX. A 'CS' 'QS' K MAX. M% SHEET 19 / NOM. / / UNIT / UNIT PANEL HEIGHT SILL DETAIL NOM. / HEIGHT 90' OUTSIDE CORNER / WIDTH TYP. PER 'D', SHEET / I PANEL / PER CORN 'N1', SHEET G & MAX' PER SEE TABLES 18 MAX. WIDTH TYP. / SEE TABLES CORNER ANCHORAGE DLO TABLES 1-3 NOTE 21 1-3 INSTALL DLO PER NOTE 21 1-3 SHEET 11 HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 INTERIOR a 'Dw' &'Dc', O X X X SHEETS 12 Gj a EXTERIOR NOM. PANEL ( & 13 X X X X WIDTH TYP. �' PER TABLES SEE FRAME& MAX. UNIT WIDTH SILL D AIL'D', SHEET 18;� MAX. UNIT WIDTH 1-3 PANEL CORNER EXAMPLE: OXXX INSTALLATION DETAILS MAX. UNIT WIDTH CONSTRUCTION 'Dw'&'De, SHEETS 12& 13 EXAMPLE: 90' OUTSIDE CORNER - XX/XX 2-TRACK DETAILS SHEET 15 (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 `JAMB AMB DETAIL'H2', SHEET P-HOOK DETAIL'J'&'K', SHEET B', SHEET 18; GW'&'Cc', SHEETS 12 & 13 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION 'Hw' &'Hc% SHEETS 12 &13 'Jc', 'Kw'&'Kc% SHEET 14 DETAILS 'BW&'Bc', DETAILS 'Iw'&'I&, SHEETS 12 & 13 PRODUCT REVISED SHEETS 12& 13 as complying with the Florida s MAX. UNIT WIDTH "--- MAX. UNIT WIDTH Building code BOA-No. 17-0420.12 I Expiration Date 02/17/2020 PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE By TYPE TYPE TYPE TYPE M' F' F' p' Mia -Dade roduct Control ,R, L, M, F, MAX. MAX. UNIT NOM. w o NOM. UNIT HEIGHT PANEL °z a PANEL HEIGHT PER WIDTH TYP. Q / / WIDTH TYP. / PER TABLES MAX. / / SEE PER / x SEE MAX PER TABLES 1-3 DLO NOTE 2, TABLES 1-3 a a OTE 2, DLO TABLES 1-3 1-3 HEIGHT SHEET 15 N SHEET 15 HEIGHT LYivlv a �a IIIII/ I O X X X X X X O ���\\`C�(DJAY...... EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;�J EXAMPLE: XXXO SILL DETAIL'P', SHEET 18; ✓ _= * NO.58705 (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS _-U Ew'&'Ec', SHEETS 12 & 13 Fw'&'Fc% SHEETS 12& 13 1070TECHNOLOGYDRI E ®�'•, STATE OF N.VENICE,FL 34275 EXAMPLE ELEVATIONS %�s •F<ORIDP,. Ra ay: Dam: Aad.,wa°: CERT.OFAU0TH.#29296 SERIES 770 ALUM. SGD -LMIMPACT /�''S;�NALIENG��� JR 0M06/77 C NO CHANGES THIS SHEET. carymrdrr®mty Fo m A.LYNN MILLER,P.E. se,fmM!°dN: smle: Slwet D,ani Nb. Aev Lawn By: Date: CheuFeC By. pale; PGTINOUS�rslES,Wc. 8GD-77O NTS 96 at 22 PGT0130 C P.E.#58705 JR 11I9OI14 ALL wcxrs RESERVED n N' PANEL'S RIGHT STILE TYPE PE PANEL EL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK EXT CORNER STILE W/HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 135 RECEIVER 135 RECEIVER \ C W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE 90 RECEIVER W/HANDLE W/HANDLE TYPES OUT N #118 #118 #31 #31 SINGLE F PPL g `� T - INTER (ROXOUT) ® f OUTT SINGLE INTERLOCK ED�IN (Box OUT (BOX1N) FIXEDRR R r F F� FW STILE (RoxouT) (BOX IN) LOCKSTILE W/HANDLE (BOX OUI) (BOX IN) LLI ASTRAGAL g PANEL NOTES: Q. BOX OUT W/HANDLE p(Roxour/ 1. SEE DP TABLES 1-3, SHEETS 6-8-FOR PANEL �—•- ASTRAGAL If SIZES&DESIGN PRESSURE. BOX IN LEFT Q INTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF ILI W/HANDLE (eoxw) PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS J f.-. ASTRAGAL T STILE EXTERIOR STILE AND ARE NOT AVAILABLE. (� .BOX OUT 3. 90°ASTRAGALS TO USE HEAVY-DUTY STILES (aoxouD (BOXOUD (#61), CORNER RECEIVER(#118)AND EITHER I / PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR #119 OR INTERIOR #120 CORNER L!_ ASTRAGAL T V APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ( ) ( ) Uj BOX IN ASTRAGALS. (BOX IN) (BOX IN) J 4. 135°ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER (#61)AND CORNER ADDON(#31). 90 LOCKSTILE J W/HANDLE #120 —d-I �-+— .232" W EXT CORNER SILL RISERS OPTIONS 23p z 90 TO 0STILEQT ---- .232" � � EXTERIOR Q W/HANDLE#119 232" I EXTERIOR 062" PRODUCT REVISED �" EXT CORNER#61 �y yyj EXTERIOR a .062 a as complying with the Florida 90 RECEIVER r _T q _ EXTERIOR IIIl a 4.055" Building Code W/HANDLE 6� 6/ ;062' 3.305" BOA-No. 17-0420.12 #118 2.555' Expiration Date 02/17/2020 INT CORNER #61 1.56T 90 WRECEIVER AT AS F .062" � 6y W/HANDLE (((#118#���111818"''''������ Mier -Da Product Control EXT CORNER SILL 18, SILL RISER, FLAT' 26 SILL RISER, FLAT - 22 SILL RISER, FLAT 24 SILL RISER, FLAT 90 RECEIVER.L-���' C F FLUSH, 1-1/2" GLOW, 2-1/2" MEDIUM, 3-1/4" HIGH, 4" #61 —►1 i— ,750" EXT CORNER ® T � S V —�-j 750" 135 RECEIVER iE// V 6RJo I I___ EXTERIOR W/HANDLE #61 750 EXTERIOR .062" EXTERIOR EXTERIOR� � .D62" INT CORNER #"'1 a A T ' q{�® 1�' a-_-� .gD6•• a a 4.055" 35 RECEIVER 1V/IV/ V V dj d .062" 3.305" W/HANDLE #61 .062" 2.555" ' --,�^Ip�` �11\II IIT IIIJI 1.567° ' U ``\ ��. •...... 6.7�xi SILL 19* RI SER, BOX 21I* LOWRISIER, BOX 23 SILL RISER, BOX 25 HILL RISER, BOX FLUSH, : P1o.587Qg ' NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 1070 TECHNOLOGYDRNE L>so+ns.,: ®,�••, SF TEtOF' N.VENICE,FL34275 PANEL TYPES iF� (sa1)46o-ts00x777s�®NAL EN�``• RevsQBy: Dek; Revlslo/s CERT.OFAUTH.#29296 SERIES 770 ALUM. SGD -LM IMPACT 7I 111 111 i JR 04/05/17 C NO CHANGES THIS SHEET. coRrwGHr®zon salavSGD saw: sne°r O9,ffpghb. Rnr, A.LYNN MILLER,RE. VMMBy: Dnte; CheckedR. Defer PGTINDUSTRIEs,Mc. Te $GD•770 NTS 17 °I 22 PGTO130 C P.E,#58705 JR t 0/10114 ALL RIGHTS RESERVED ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 61 105 LOC _Pi R_ ?OFJAMB GTH t4 75&107-110 17 14 5 G3 60 OR 61 60 OR 61 E 60 OR 61 2-TRACK JAMB165 G12-TRACK JAMB (SHOWN 5 SEE DETAIL G1 CLIP#105 WITH FOR FIXED �] OPERABLE LOCK PART W/RETAINER#106 ( ` _— ) 80 PANEL CLIP 75&107-11113 (SHOWN WITHPANELFIXED PANEL TO LOCK PART SEE DETAIL G2 THE INTERIOR) EXTERIOR 103 t13 75&107-110 03 FOR FIXED 5 60 OR 61 EXTERIOR PANEL CLIP 103 14 15 5 16 17 123 FULL LENGTH Gz 40 G4 60 OR 61 #10 X 3/4" OF JAMB EXTERIOR 2-TRACK JAMB 2-TRACK JAMB EXTERIOR �L EXTERIOR EXTERIOR SMS,X 3 CLIP#80 OR#105 51 52 W/SCREEN 6" LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB @ 80 (SHOWN WITH Ht (SHOWN WITH Hz (SHOWN WITH 1 (SHOWN WITH Z (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) 60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) ' L7EXTERIOR EXTERIOR vv 121 SEE DETAIL ON SHEET 15 v 121 SEE DETAIL ON SHEET 15 121 SEE DETAIL ON SHEET 15 2 112 3 4 45 FIFfe 113 5 113 5 52 51 69 EXTERIOR EXTERIOR 69 EXTERIOR 53 PRODUCT REVISED as complying with the Florida Buildn SHOWN WITH E 2-TRACK W/SCREEN 3-TRACK E 4-TRACK MAX. UNIT NOA'No.Code 17 0420.12 OPT. SCREEN E FRAME HEAD FRAME HEAD 4-TRACK HEAD HEIGHT PER TABLES 1-3 Expiration Date 02/17/2020 TRACK By Miami-Dade roduct Control 53 69 69 69 EXTERIOR EXTERIOR - 52 51 72 OR 73 72 OR 73 72 OR 73 46 11 9 10 113 11 11 48 47 0 8 EXTERIOR 112 ii t 5 113 1t3 \\\y111II711//IV/vA/, a 5 5 � .............:v! 7/i 4� ,.• �IGENS C 3-TRACK 4-TRACK D FRAME SIL/LSCREEN E FRAME SILL F FRAME SILL '- No. - - -. - * ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES -_U 1-3, SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. So . s +9 b'/- AYE OF 1070 TECHNOLOGYORIVE ��� '`LORIDp .;• � N.VENICE,FL 34275 VERTICAL SECTION DETAILS '1 S'S •••••' /941/480-1600 `' 7 / NA L E Raved Ey pale: ReNslais: CERT.OFAUTH.#29296 SERIES 770 ALUM. SGD-WINDOW- LMI `'' JR 04/05N7 C NO CHANGES THIS SHEET, coPvwcrrrmaav A.LYNN MILLER,P.E. O,sJ By pefe: Cfre°*ed8. 5°rbvM°fN: Eab; S 1 pa vw Rer. JR 02/20114 acr IGHERSERt GD-770 WINDOW NT.S 18 °T 22 FGT0129 C P.E.#58705 ALL RIGHTS REEERVEO ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) Qafffn 4 INTERIOR28 28 11330 27 63 26 27 63 103 62 111 63 60 OR 61 60 OR 61 60 OR 61 65 29 14 29 120 5 65 65 EXTERIOR 119 62 EXTERIOR 111 62 90a EXTERIOR EXTERIOR INTERIOR EXTERIOR (NEXT. FOR FLAT SILLS P-HOOK FOR BOX SILLS 900 INTERIOR J (EXT. OR INT. MOUNT) K EXT. MOUNT ONLY LOCK PART LOCK PART LOCK PART 60 OR 61 75$107-110 75&107-110 61 75$107-110 5 E INTERLOCK 14 113 %�XqV 61V 61 113 * ITEM #61 (HEAVY-DUTY EXTERIOREXTERIOR � STILE)SHOWN, ITEM #60 68 (STANDARD STILE)ALSO STANDARD ASTRAGAL#67 APPLICABLE, SEE TABLES u WITH STANDARD STILES#60 L2 WI H HEDAVY--DUTY STLESUTY ASTRAGAL 6 61 t 2 TRACK SHOWN CORNER 2 TRACKS OWN 900 INSIDE ER 1-3, SHEETS 6-8 FOR(PSF)ASSOCIATED WITH EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILES. (BOX-OUT) MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 4 INTERIOR PRODUCT REVISED as complying with the Florida Building Code 31 LOCK PART NOA-No. 17.0420.12 75& 107-110 4 INTERIOR Expiration Date, /17/2020 5 5 4 INTERIOR By 1 —35e roduct Control ILA 7 11 \ 1350 14 5 61 32 103 61 EXTERIOR B1 \\�lllllllil 32 ..11 5 ♦ ... i LOCK PART 39 103 61 EXTERIOR T 7 e 135' INSIDE CORNER 75&107-110 02 2-TRACK SHOWN No. 58705 135' OUTSIDE CORNER = - D1 2-TRACK SHOWN j�p - ��� 1. a :g3 O� . STkr 0' 1070 TECHNOL0 0 YORIVEa�1O i Cis•'•F70RIDP..•' C� N.VENI B0.L 0 T 75 HORIZONTAL SECTION DETAILS, CORNERSS�ONAL aeved By.• oem: fteuisfine: CERT.OFAUTH.#29296 SERIES 770 ALUM. SGD —LM IMPACT �1111 I I I I I JR 04/05/17 C NO CHANGES THIS SHEET. CTINVI MES INC. sa esmoaaL sr w: e+»ee OrvwhgNn Bor. A.LYNN MILLER,P.E. Drown By: Onm: Checks Oem: PGT IN011STR(ES,lNPGT0130 C P.E.#58705 JR 1OIfOI14 ALL RlcHf5 RE6ERVE0 Item PGT PGT# Description Item PGT PGT# Description NOTES: Dwg.# I Dwg.# 1)ALL ALUMINUM =6063-T6 1 17306 617306 2 TRACK HEAD 60 17325 617325 PANEL STILE 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 517326 PANEL STILE(HEAVY DUTY) 2) ITEMS#33-39, 56-59, 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 1225 6TP248 VINYL BULB WSTP.-'THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD 6 17317 617317 FRAME HEAD/JAMB ADD-ON 65 17328 617328 INTERLOCK SCREW COVER MIN. #10 SMS 3)USE OF#12 OR / MASONRY 13 REQUIRES 7 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL MAX.8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL ANCHORS @ 24" X. O.C. 9 173N 617307 3-TRACK SILL 69 17324 617324 TOP & BOTTOM RAIL 10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1-1/2"XI"X 3/4"HIGH FIN SEAL DUST PLUGS 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL.ROLLER ASSY. 13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY. I 17305 617305 2--TRACK JAIdB 74 SILICONE DOW-899, 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 16 17308 017308 3-TRACK JAMB 76 71032XIFPFX 910-32 X 1"FL.SS SCREW W/TYPE"F"TIP - - 17 17311 617311 4-TRACK JAMB 77 7103239 10-32 STEEL ZINC U-NUT 18 17322 617322 SILL RISER-FLAT,FLUSH, 1-112" 79 17357 617357 1"IG BEAD 19 17319 617319 SILL RISER-80K FLUSH, 1-1/2" 80 17359 617359 7116"BEAD/FDED PANEL CLIP 20 17321 617321 SILL RISER-FLAT,LOW,2-1/2" 81 17360 617360 9116"BEAD 21 17318 617318 SILL RISER-BOX LOW,2-1/2" 82 1224 6TP247K VINYL BULB WEATHERSTRIP 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4" 83 1 61745 1745 LOWE INC, 1/2"X1116"SGL SIDE ADH.TAPE,POLYETH. 23 17354 617354 SILL RISER-BOX MEDIUM,3-1/4" 100 1 B052 48052 ROLLER ADJ.HOLE PLUG 24 17323 617323 SILL RISER-FLAT, HIGH, 4" 101 72087 JAMB BUMPER 25 17320 617320 SILL RISER-BOX; HIGH,4" 102 1698 1 71696 DUST PLUG 26 17333 617333 POCKET P-HOOK 103 8186 78186X 1"KEEPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SOKEEP SCREEN LOCK KEEPER 28 17334 617334 POCKET P-HOOK MOUNT 105 17344 617M FIXED PANEL CLIP-6"LONG ` i 29 17335 617335 P-HOOK COVER 106 17352 617352 FDED PANEL RETAINER-9116" - 30 17348 617348 POCKET P-HDOK FOR BOXRISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN 31 17378 617378 135CORNER 108 1 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 32 17376 1 617376 1135 FIXED MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN PRODUCT REVISED - TTEMS 40-53 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL as complying with the Florida 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 111 710X34PPSDAX#10 X3/4"PH:PN.TEK-S.S. Building Code - 41 7LOCKWGSK SCREEN LOCKSET 112 1235 67S16 WSTP, .270 X.170-FIN SEAL NOA-No. 17.0420.12 42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187"X230"FNSEAL Expiration Date02/17/2020 43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX #10X1-1/2" By .--�`- 44 4428 64428 SCREEN DOUBLE NTERLOCK 115 710XPPT 910X V M.arm-Da!PProduct Control _ 45 4317 612256 SCREEN TOP RAIL 116 720XIX 914-20 X 1"S.S. 46 4318 612257 SCREEN BOTTOM RAIL 117 720X112X 914-20 X 1-112"S.S. - - 47 1 668 1 7SRAZ STANDARD ROLLER 118 17336 617336 90 DEGREE CORNER RECEIVER 48 668 7SRAX STANDARD ROLLER-ST.STL 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL -+ k 49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 7 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 617352 FIXED PANEL RETAINER, 7/8" - 51 1692 61692 SCREEN SPLINE-.165" - 52 1694 fi1694 SCREEN SPLINE-.150" 53 61816C20 SCREEN CLOTH �`\\,`wo.••""'••.,ti// /ice - 54 1725 1/2"X4"X 1/16"SET. BLOCK,NEOPRENE 85+/.5 y10ENS+F 55 1726 1 j1"X4"X1/I6"SET.BLOCK, NEOPRENE 85+1-5 �• No. 58705 •�� i t/C L Off'. S TE F ,• (441 V � 1 1070 TECHNOLOGY DRIVE •F<ORIDP.• ' N.VENlCE,FL 34275 PARTS LIST S' (941)490-1600 my; /// 0NAt1 Revd By: cem: FONebne CERT.OFAUM..#29296 SERIES 770 ALUM. SGD-LM IMPACT JR 04105117 C NO CHANGES 7HIS SHEET. comwcNrozon ® �' $ ^O0�' a"" 7 AB1 A.LYNN MILLER,P.E. Oreun By: Oaf: PGrINOUSiAIES,ING $GD-770 NTS 20 a 22 PGTO130 (; P.E.958705 - JR 10/10/14 w Woff sNESEavEo 5.069" 8.562" -1 1.36" 1.36" 0.080" --�{ 1.872" �- 1.211" 1.505" I �^1C 0.081" 0.062" - 1019" 0.0$1" 02-TRACK HEAD 10 4-TRACK SILL 0.081" SCREEN (6063-T6 AL) (6063-T6 AL) 40 STILE 6.198" (6063-T6 AL) 6.198" 6.52 5.069" 0. 0.080" I � � 1.045" 2±1" L 1.505" 1. 13" 0.062" 0,081" O2-TRACK HEAD W/SCREEN TRACK O3-TRACK SILL (6063-T6 AL) (6063-T6 AL) 4 2-TRACK JAMB 45 TOPEEN RAIL (6063-T6 AL) (6063-T6 AL) 7.105" 2-TRACK JAMB WI --f F6.221° I 1a SCREEN TRACK 0.080" (6063-T6 AL) 1.36" 1 1.505" 0.875" .211" t 1.993" 0.081" O 3-TRACK HEAD O8 2-TRACK SILL W/SCREEN TRACK 0.062" (6063-T6 AL) (6063-T6 AL) 0.081° SCREEN 46 BOTTOM RAIL _ 9.142" (6063-T6 AL) 4.49" 0.081" 0.080" -� PRODUCT REVISED 1.505" ode 7.105" a Bui ing s complying with the Florida ld C 1.211" NOA-No. 17-0420.12 9.141" Expiration Date 02/17/2020 0.081" �4-TRACKHEAD � ey 2-TRACK - (6063-T6 AL) (6063-T6 AL) Miami Da 'Produces 1.514° I� 0.060" 0.062" 0.532" 0.760" 1.260" y 0.060" 1.516' 1.990" OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN Ell �C ,......•• /i ADD-ON 12 ADD-ON 1s END ADD-ON 16 3-TRACK JAMB a�,• DICENS �Q (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) � REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS NO.58705 '. � OR 3/16"MASONRY OR 3/16"MASONRY 17 4-TRACK JAMB _ ¢ r SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL) 1 '•.1- ' 1070TECHNOLOGYDRIVE N.VENICE,FL ZORID 34275 EXTRUSIONS P ,•' (941)480-1600 a°vsdey: pale: ReNalorw: CERT.OFAUTH.#29296 SERIES 770 ALUM. SGD-LMIMPACT JR 04/05/17 C NO CHANGES THIS SHEET. copmwc Vwll A.LYNN MILLER,P.E. S«hvM«xsl: Sreg: Sne°e D-MW b. ker. prewn 9y: pate; Che°k"DSy. pale: P TINOUSMIES,INC. - JR 10/10/14 ucRlcrtrs NESEevEp SGD-770 NTS 2'l °I 22 PGTO130 C P.E.956705 0.718" 0.83" 2.304" � 3.802" - � 0.752" 1 3.802" 0.752" -�{ 0.574' Ii 1.163" 0.885" 0.062" 0.796" 0.080" 0.062" L 0.264" � 0.233" ,062" Li 0.075" OFRAME SILL P-HOOK MOUNTING P-HOOK SCREW 5 11 - zs P-HOOK 2a 2s 3o P-HOOK FOR BOX RISER SCREW COVER OTRACK O OADAPTOR COVER 0.080" (6063-T6 AL) (60(j3-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) .E55" 4 4' - 0" 1.488" 11.739"0 0.062" 1.600 0.133" 1.600 0.062" �- 1.303" 080" 1.870" 1.888" " {� 3.125" ®I 0.325" 016 1.92 3.125" 0.062" .44" ---® INTERLOCK INTERLOCK 31 135" CORNER 32 135' FIXED MOUNT 6o STANDARD STILE 61 HEAVY DUTY STILE 62 s5 O(6063-T6 AL) O(6063-T6 AL) O(6063-T6 AL) O(6063-T6 AL) OA 063-T6 OSCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979" 3.979" 4.125" 1.050" 1.050" 1.050" aq 0.075" 0.075" 1.645" 1,645" Q.062" 1.304" TL� 289" .611" .485" q-r - .045" F- 3.25 04 ( •- 0.125"" 0.281" GLAZING 7/16" GLAZING 9/16"GLAZING s7 STANDARD ASTRAGAL 69 HEAVY DUTY ASTRAGAL ss TOP/BOTTOM RAIL Ts ao at PRODUCT REVISED BEAD (I.G.) BEAD, FIXED BEAD (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) - 6063-T6 AL as complying with the Florida • (6063T6 AL) PANEL CLIP ( ) Building Code (6063-T6 AL) NOA-No. 17-0420.12 1,003" WExpiration Date 02/17/2020 1.03" " By 4 _ 5.621" Miam7 Dad Product Control � 0.050" 7 0.080� - COFIXED 2 893" PANEL CLIP 0.709" 0.133" (6063-T6 AL) ( 1.498" 0.133" 1,4gg^ .550" -►I 0.863 0.080" 4" 0.709" FIXED PANEL 5.621" t23 RETAINER, 7/8" 90' INSIDE CORNER ASTRAGAL ���� ANY LYNA/I 0.080" -r II (6063-T6 AL) 2'826 1 t9 120 �' 906 OUTSIDE CORNER ASTRAGAL (6063-T6 AL) FIXED PANEL t1& 90' CORNER RECEIVER (6063-T6 AL) 108 RETAINER, 9/16" (6063-T6AL) _ No. 58705 �6063-T6 AL) _ 1070 TECHNOLOGYDRNE N.VENICE,FL 34275 EXTRUSIONS O SPATE OF (v (941)430-1500 may_ ii's '.;c(ORIDP'.-'' \�� Reve4 By Dare: HeNafona� CERT.OFAUTH.#29296 SERIES 770 ALUM. SGD -LM IMPACT ''�,s/ONAL 'E�;•�� [J! JR 04105117 C NO CHANGES THIS SHEET. I carrFAUT .# ® senazxlwa�: sma sm ee Ore";,ro N". s..: A.L11M fi11LLFf?�P.E V..sy: D.(. Cheated 8. Date: P INDUGMIES,1= SGD-770 NTS 22 22 PGTO130 C P.E.#58705 JR 10/10/19 au rticNrs nESEaysD