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HomeMy WebLinkAboutNOAREVIEWED FOR CEDE COMPLIANCE MIAMI•DADE ST. '_UCIE CGUI ti /� MLtMi-DADE COUNTY UCT OL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC Bwv (RER) PROD 805 SW 61Street, Room 08 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (7S6) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive SCANNED North Venice, FL 34275 SCOPE: BY t. e nigsCAMulations This NOA is being issued under the appliScab 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 aterial fails to meet the requirements of the applicable building code. This product is apprp<ed as d erein, and has been designed to comply with the Florida Building Code, including t High. elocity Hurric ne Zone. - Series "SGD-770" AJAminum Sliding Glass Door w / 90° & 135° corners — L.M.I. APPROVAL D CUMENT: Draw' No. PGT0130, titled "Series 770 Alum. SGD - LM Impact', sheets 1 through 22 of 22, , with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., be ramr- roduct Control Revision stamp with the Notice of Acceptance numb n expiration date by the Miami -Dad oduct Control Section. MISSILE IMPACT RAT G: Large and Small Missile Impact Resistant LABELING: Each unit shall be u acturer'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 NOA# 16-0629.06 and consists of this page 1 and evidence pages E-1 and 114, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No.17-0420.12 v t Expiration Date: February 17, 2020 9 Iff 17 Approval Date: September 28, 2017 Page I File Copy. i PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOANo..14-0123.I0) 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 04105/17, 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 tinder 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 underNOA No. I4-0I23.10) 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 08/10109, 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,13 (Submitted tin tier NOA No. 09-0826.I0) 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 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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. I5-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6'h Edition (2017), dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass 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-511 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. P duct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1)) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET B GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1fJ% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6A4. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE,HIGH VELOCITY HURRICANE ZONE (HVHZ). 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 0) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTLE014, FTL-6015, FTL{Aii, FTL-5022, FR-8023, FTL-6024, FTL-8025, FTL6028, FTL6031, FTL-6033, FTL-6038 AND FTL-7554 TARLF R SEE DETAILS ON SHEETS 4 & 5 am. Danedp0cn (Q-md from Esmdarm lidelm0 w 711W Lemineled:(2) uOs W LIEF HIS Glass Ath.090' Pull Inlay" W16'Imlmle (2)L9es v11/4' HE aWs Wth.03B PVB Wiesner a4 /1C Lambul-1.(2)LLwe13MC HS GIaaa wim.093'80 Htedaya W16' LmNnaled: (Glgea plt/P H9 GMva9k.09B 90 HeMya (i4 G,U 4lamkelnlLG:9I1C TEatetlor CeP e3I6'AJr Spu-e>llC lamhpial; LReaolYfC llt GlesanM.OBY PVE bed-diYa 1'bemNatetl LG.: LP TERIedpr CeD*LiCNr SPaea♦>I1C lnminaled; l4 LLUNWiC H9 GMaa wIm.WO'PVB kdsdrya GB 1'IamLvted LG.: 3IC TFAIeAwtep+llB'AV SpiceN/16'LemOmmd:(2J LRea v1Y1F N9 alasa xlN.Oso•9a Nudeyv GSA Tlamhaled LG:11d'TEaletler Cspe91v A0Spvvv+Tlly lanWated;(21 Nva al YtG'N9 GMw wBh A90'BG kdadeyer GF 7116-bMneted:(2)LAC. oSLIT AM GMssefth.WSGImedayvr a1A WE' LaMnatN:Inatome mile AM Glass am OW SG muleteer GB h& WGSGW GSAPPm12 aedlG: LP T6ledar Cap+SHCAkSpace+]nC lambuNtl; T4 LRee BfY1P AMl Glees MN.090`SO welM3sr •ANN'=ANNEALED 919' =NEAT 9TRENGME6ED T=TEMPERED 'PVB' X99PTROBIFOLa PVB0Y RARAYV ERKl ININC. 'SG'n.O91Y' SEMRYGLAS®BY HUf WRAY MIERICA, INC. pEGIGN PRESSIIPEPATINO IMPACT RATING SEETABLES1,263ON RATEDMRLARGE&SMALL SHEETS6,788 MISSILEIMPACTRESISTANCE CODES ISTANDAROSUEED: -2017 FLORIDA BUILDING CODE (FBC), GTH EDITION -2014 FLORIDA BUILDING CODE (AGO), SE EDITION -ASTNIE130049 -ANSOAF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADR42015 -AISI S100-12 -ALSC 360-10 GENERAL NOTES.............I EXAMPLE CONFIGS .......... 2.3 GLAZING DETAILS ............ 4,5 ANCHORAGE .....................6-14 DESIGN PRESSURES....... 66 INSTALL DETAILS..............12-14 ELEVATIONS_._ ................ 15.16 PANEL / SILL TYPES......... 17 CROSS SECTIONS............18,19 PARTS LIST ....................... 20 CERT.OeAUIH.tNS6 FABLE A AncJwa AMhar Type Frame Member Submale W. Edge alamnce Mid.O.C. Olsteree Mo.Group FTnbedme0lar Metal nklu nss A M2I BSSM9, (F,,60 kei, Fp 95 teas 01241066 am$, (F,- 90lad, Feu 110W All SwNem Rine(BG-0.55) WHY TAP 1-9/C 601>75ANmlaum wrW16• 0.090' ASS St al wr 9/16- 0.060' Dr. 33 Else l stud 3m' (118' 0.046'(16 Get VT EMO AggleGelor@ Fye57 tell, F.e95 ts1 All Concrete run 2.V mo 1-1 w 14S JambIPJwOk Filled Block PSTM CPO Y 3' 2 Jamb/P4uok moor Bonk SW DEBT T w 1-V4' All BPVNem Pine G=0.55 1' 1• 14'C B 912SNeISMS(GG6) (min. 03 Nreetla beyond metal subshsls) All 6w .'SIMIR65) g1I.- 71W law 5063-ISAMmkrmn 3m' NIB' 0.090" A36 Steel WB" WIC 0.05P Gr. 33 Sigel Stud wr W164 O24C 15Ge C 1IP Eteo Lillus IX9 F^155", F„=1Tl test NI OnnMALmin.2B5kag 1' 4- ISIT JUM I P4wk Below Elock(ASIM CPO) V C 1-114' Ile Sun UltmO A NI Concale 2.6 kM) 2-I? 4 14'C Jamb/Plink Fill Blank JASIM SET Z-i/T 4• T 4' Jamb I Plm9t Mt. Block IASTMC 2-11Y C 1-YP O 1IdY1065 E1co C21eFtek® F, 127.4last. F. 109.7k HeedI510 Conprem IM1 3.35 kp1 1' 4' 14N' Jemb/Pd Concrete e. S35la 1' C falV JunblPMak HMIew Block ASTM Care 24n, S' 1-Ve NI Sculhem Pine JET -SO 1' 1• 1-WB• 1) WHERE SUBSTIAr—WNOITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, G10DSETHE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL 2)ALL ANCHORH TYPE SATE APPLICABLE 3)FOR STEEL STUDS. MIN. FUa45 MWDINH1ST. CKW% MAYAL50 BEVSEOINHOLLOW 4) FILLEMMOBLOCKV I -SOH BE OF3T THREADS 5)ANCHORSMUST BE OF SUFFICIENT LENGTH SOTHAT A MINV4UM OF 3 T1REA0.4 E%IEND BEYPVD METALSII&STRATE. MINIMUM ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMkDADE COUNTY, USE ONLY MWMI4]ADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT. EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. PRODUCT REVISED 3 WOOD BUCKS DEPICTED AS IX ARE LESS THAN I-11V THICK copi&Y�n1 the Florida PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS Buildingdo Non-Ne. 17-0420.12 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 7-02"THICK OR GREATER. IX AND 2%BUCKS EapimOon Datw02/17/2020 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS BY eaumu-wPrp ue CBnem THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BYTHE BUILDING OFFICIAL. 41 METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NONSHRINK NON-METALLIC GROUT, 111II U1l LYNIy���� MAX.1/4' THICK& 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY `. pNY SUPPORT THE EN TIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO LIGENeF'-.( �� THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF 3 SUBSTRATE IS WOOD, 304 FELT PAPER OR MASTIC IS REQUIRED ' # j No.5B7D5 = BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED = *' BY THE AUTHORITY HAVING JURISDICTION. a'22 1 P07VISO P.E. EXAMPLE CONFIGURATIONS MAX. UNITEAIDTH MOM. PANEL WIDID TH PANEL rNOM. PANEL WIDTH PER TABLES 1-3 PER TABLES 1.3 MAX. UNIT \LN�14 li of MAX. UNIT HEIGHT ��ia HEIGHT PERTABLES I-3 i g PERTABLES" PCCREi j�W - NOR PE MA) HE PERT/ 3-PANEL CONFIGURATIONS 1 tom---- MAX UNIT WIDTH — NOR PANEL WIDTH PER TABLES 1-3 MAX UNIT HEIGHT PERTABLES' 5-PANEL CONFIGURATIONS MIS stf E. NOR PE ;t �Q. MA) §$� HE Eg I TABI CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNITWIDTH LOCATIONS USING DETAIL°Jw"."Jc",'KW OR'KO' INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (P) CONFIGURATION CAN BE PXXXXP, PXXXX OR XXXXP. OXXX IN POCKET CONFIGURATION t AN BE 07IXXp, � 2)80°8135°CORNER CONFIGURATIONS CAN BE COMBINATION CLn I p OF ANY 2 STRAIGHT CONFIGURATIONS. t ! ISR B gk' 3 FOR NOR PANEL WIDTH, SEE TABLES I-3. 'X= OPERABLE PANEL, = INOPERABLE PANEL, PDCxET j g I n 'p `POCKET f—DETAILLETTER _r�r___: �X��W = WOOD OR METAL INSTALLATION -PANEL ® 'c'=CONCRETE NSTALLATION IGURATIONS t t� SHEET NUMBER f2>TF7®TElft>iFl iE IiF�I H'/ m m iV'iCf �f�Fl imF'7 WIDTH - NOR PANEL WIDTH- T' HEIGHT = DOOR UNIT HEIGHT-10.125" EL HEIGHT = DOOR UNIT HEIGHT -1.866" Sao W.� 4-PANEL CONFIGURATIONS PRODUCT REVISED 9 1 1 3 ...... ... .I � wIlb th. FIorIJa oullciffxoa-xe.Ce 17-0420.12 MAX. UNIT WIDTH Eapiianon Data 02/17/2020 NON. PANEL WIDTH A, By ME En .a4a� onw PERTABLE5I.T 1 1 1 Ixgq �Ig; M UN EGHT g S SorE PER z,TPis SHEET. II11lll,, flyi TABLE513 \\\\II POGYEi I � � S I 11�.T37 : t11:\10EN3F a:����i Na 58705 CORNER RSH a� (OUTSIDE CORNECORNER SIMILAR) INSIDE CORNERSIMILAR) �PO�: e F} ziH F�CN,CF.M1.WY76` EXAMPLE CONFIGURATIONS '%c\`SS/R°Rmn,.NG c�xc oFlwtluzazae SERIES 770AUM. SGD-LIMPACT 7�2e o-m S +ALYMMIIIERP.E MT PEAs uiwrva.+msFerza EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH= 355-7/16" (a) 96" HEIGHT 300-114" 120-HEIGHT NOM. PANEL WIDTH a to t PER TABLES 1-3 1 1 19 MAX, UNIT 9 9 19 18 HEIGHT, 1 96" OR 120' 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PERTABLES H3 MAX UNIT HEIGHT PER TABLES 1-3 �f�87�]®a�T� j 1 y I PocW m m nn m still 7-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL 'JW , "Je, "KW" OR "Kc' INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE O)=p. 2) 90' & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 13. 'X'=OPERABLE PANEL, 'O"=INOPERABLE PANEL, 'p' = POCKET f—DETAIL'LETTER —'W = WOOD OR METAL INSTALLATION J 'c'=CONCRETE INSTALLATION L—SHEETNUMBER DLO WIDTH -NOM. PANEL WIDTH -7' DLO HEIGHT DOOR UNIT HEIGHT - 10.125' PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866' a NOM. PANEL WIDTH GR�aF.Lar.Y.9mc fjL'J1j6J{eli�.1fE� PER TABLES 1-3 Se u'B�CGI MAX 4� m m m m m m V m m m �mP1 rn Ni(I PER TABLES 1-3 N.YENIGE,q.w- Iuf)a8Mf C AT..o AURI.JP 8 60 7M 3 s 22 m * : No. 58705 7116" NOM. 7/16' NOM. 1' NOM. 3116' HS GLASS 3/16' HS GLASS 3/16' HS GLASS .090" PVB .090" PVD .090' SG 311W HE GLASB 3/16"HS GLASS 74 3/18"HS GLASS 74 3/8'AIR SPACE 3 6" T GLASS 62 02 s3 EMERIOR WHOM. E ERwR GLASS 314'NOM. GLASS 3/4'NOM. BIKE 2027. BITE GLASS BITE 7116" LAMINATED GLASS TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 SMW NOM. 9l16" NOM. P NOM. 3/16" HS GLASS 114" HS GLASS 1/4' HS GLASS .090" PVB .090"PVB .090" SG 3l16" HS GLASS 1/4' HE GLASSk/GLASS 74 1/4' HS GLASS 14 5116' AIR SPACE 74 1/4' T GLASS 82 B? PRODUCT REVISED as �I tM1e Florida ' NCM. 3/P NOM. BURENgIEmtiaw1tM1 xoa-xa. 17�0420.12 EMERIOR E% IOR BLABS 12a127 314"NOM. GLASS Expinllen Data 02/77/2020 ITE Br By EMERIOR Mlam- a rmtlud Genlrol a BI 81 9/16" LAMINATED GLASS, TYPE 133A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS" TYPE 135A GLAZING NOTES: 'ANN"=ANNEALED 'HS'= HEAT STRENGTHENED 'T' =TEMPERED SEE SHEET 16 FOR SPACER DETAIL "PVB'=,09G' TROSIFOL PVB BY KURARAY AMERICA, INC. 'SG' =.090" SENTRYGLAf BY KURARAY AMERICA, INC. 414D480.16N % MRS OFAVIM.aYN39E j,—[, SERIES 770_ALUM. SGD-LM IMPACT JR 04.95N) c NO"NGESMISSNEE].a„ mm,/ ® °sue"' "^` ALYNIIfAII�Fp, P.E. °""'""a°'" .p42 a sGDa7a NTS 4 e22 PGT0130 C R.EasBrOs .fR ididi4 c� _ GLAZING DETAILS (G6, 06A G7 ISM G8 & G8A) 1-NOM. 7/16" NOM. V NOM. 3116" HS GLASS 3/16" ANN GLASS 3/16" ANN GLASS .090" SG .090" SG 3/16' HS GLASS .090" SG 3l16" ANN GLASS- AIR SPACE 74 3/16" ANN GLASS T4 74 3/8" AIR SPACE 3/16" T GLASS 3116" T GLASS 62 33 63 3/4" NOM. EXTERIOR 3/4" NOM. rGLASS 1244T! GLASS a GLASS 124-12T BITE BRE EXTERIOR EXTERIOR a 30 m 1" LAMINATED I.G. GLASS TYPE G6 7/16" LAMINATED GLASS, TYPE 37 1" LAMINATED I.G. GLASS, TYPE G8 1-NOM. 9/1 S' NOM. 1" NOM. 31W HS GLASS 3/16" ANN GLASS .090' SG i!4"ANN GLASS .090" SG 311W HIS GLAS .090" SG 3116" ANN GLASS 5116"AIRSPACE 74 1/4-ANN GLASS � 14 5l10'AIRSPACE 74 1/4" T GLASS 1/4" T GLASS PRODUCT REVISED 82 B3 - 63 Whilecomplying lC d wl1M1 lM1a Ebrida 314'NOM. EXTERIOR 3/4'NOM. NOA-Ho. 17-0420.12 124.127 GLASS GLASS 3/4-NOM . BITE 124-12t GLASS fl'Plratbn Date 02l17M020 BITE BITE miam- a prnau=t Con m EXTERIOR a E ERIO1 a, a TB 9 54 55 � 65 1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE 137A 1" LAMINATED I.G. GLASS, TYPE 138A `\"jjIII Illttt P GLAZING NOTES: =it! Na. Sams 'ANN'=ANNEALED =-O; ;•_ "HS'=HEAT STRENGTHENED ^73 '•j p; "T'=TEMPERED SEE SHEET 15 FOR SPACER DETAILS. �O�'•, 5 p,l W °PVB'=.090' TROSIFOe PVB BY KURARAY AMERICA, INC. rolo ]EcrdwnovduvE uwM1* 'SG"=.090'SENTRYGLAS®BV KURARAY AMERICA, INC. .N pg')4e� re GLAZING DETAILS ^" a cERr.OVAum. name SERIES 770ALUM. SGD-LM IMPACT gtItNALIE°�� JF eH9firy] "C NOCHANOES RIISSHEET, ap•,pryna r atw[mk aer D✓: a°NM sae f0/iNf/ m N�imc" o SGO.T)e NT$ 5 -22 PGTO130 C ALYPEY60T0.5 PE Design Pressure (OP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) Far open er eatragal anchorage on BP or 135• canner units, see sheet 11 Maxlmum DP for all sizes: +601.60 psf (May be Ilmltetl b/ Table IA) Table applies to Giese Types 3, BA, 5, M. 7, 7A, 8 & BA and lire BtllelAstragal Types sham balm,. Door Unit Height So B4" e0' her 69-7/6" DLO Anchor Gmup 73.71B" DLO Anchor Group 79.7/V DLO Amhor Creep 85.7/e' DLO AnchorGmup A B C D A B C D A B C D A B C D ' oatllsfil C/+ G+1 NN Na1 G+I N + •1 G+ H G+1 GH Gai G•1 G+1 G+1 24' DLO Jamb 8 a 8 a 8 B a e 8 a 9 8 a B a a P-hook 8+7 6+7 e+T 6•] 7+8 Tab T•8 7+9 7+B 7+B 7+8 NB 7+8 7+8 AB ]+0 -^ Heedl8gl Gal G+1 Nr1 G+1 G•1 Get Gal Gal Gal G•1 Gal C1+7 G+1 G•1 G+1 G+1 5 30' �O Jamb B 8 B B a B B 8 8 a B B 9 9 8 8 Piaok f»] BN 9a7 6+7 AB 7+8 Tae ]+0 7+e T•B 1ae 7+0 7+B 7+0 7+8 7•8 HW&SBI G+1 Coat G+1 G•1 G+1 G+1 G+1 N+1 Gat G♦1 C1+1 G+1 Gai G+1 Gai G+1 36 Jamb e 0 B B 8 a a 8 8 a 8 8 e B B a n O�LO P-mak 8+7 aN BN fie] 7+e 7•0 7.8 7•8 Ise NB 7*e 7+8 7+0 7+8 7+e 7+0 Mead1S111 G+1 C4+1 G+1 N+1 NO N+1 G+1 NO N+1 CMI N+1 G+1 G+1 C/+1 G+1 N+1 q2' 35. O Jamb 8 8 8 0 8 8 8 8 B B It 8 6 B B B 2. P-hoalc 6a7 B+T 8q 6+ 7+8 l+B 7+8 7-8 7+0 7+8 AB 7-6 7+6 7+8 7+8 7+8 Head13111 N+2 G+1 C4+2 N+2 G+2 N+2 N+2 G+2 G+2 C4+2 Nat C/«2 Nat CN2 G+2 N+2 46' OLO Jamb 8 B B B 8 8 B B B B a B 10 8 8 B P4mak Ba] 17 lF7 8N 7+8 7+8 7+B 7+8 ]•8 7.8 AB I+B 7a8 7+a AB NB FOR EXAMPLE ON USING TABLE, SEE SHEETS. NOTES: 1) POSITIVE PRESSURES W TABLE 1 ARE BASED ON THE USE OF THE 3-1/4- SILL. 2) WHEN USING THE 2-tYl SILL, POSITIVE WATER OF IS 4BA7 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 TABLE 1A. 3) 4-.3-1/4-AND 2-M' 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 7 MAY BE USED WHEN THE DOOR 15 PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORI DA BUILDING CODE (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 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. TABLE 1A: Sill Height to Max. (+) DP (Water Infiltration Rating) SIII Riser Height (+)Oasign (Flat ar Box, see Pressure, psi Sheet l7) Flush-l-7/T sea nota3 Lev-znrr •4e.s7 High-4' afi0.0 SEE NOTES iJ DLO WIDTH= NOM. PANEL MOT" -7' DLO HEIGHT= DOOR UNIT HEIGHT - 10.125- PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" rOOH 1 OH RATIO = OH LENGTH OH HEIGHT Interlock P-hook Lookstte@lamb Straight Ktngal Assembly Lockstlle@ Straight Astragal 90-Astragal Assembly, Lackstle@ 90-AstraWl 135'Ktngal Assembly Ladatile@ 135-mtngal SlandaniSUles Standard stile Standard5tile Standard5ole Standard Stile Heavy-0utystlle Heavy-duty Sole Heavy-duty5tila HeaW-duty5file 5FIr�C—^� PE� Slandartl Astragal ^�j01� Ou;j Comet Inside Conner j I Outside Comer Corner ins . Nrne Outside Corner o Part H60(x2) Part 060 Part 060 Part H60(Solag Part H6J (K[ngal) Part 960 Partipil(Stl PartsllB(Comer Recelver) Part N119('z)' Parl #120 (InJ pats#31(&B32 (Corn.&Fkd Mount) Part H61 sanno I NTS 1 6 x 22 1 POT0130 PRODUYZ. CYT99REVISED es 8uildlnerith the Florida e lC NDA-Ile. 17-D42D.12 Expiration Date 02/17/2020 I= No. 58705 7'rS10NAi 0'," Atyrmfdruuun P.E PEA sees Design Pmasure(DP) and Anchor Quantities Required, (for all approved configurallons on Sheets 2&3) For lamer astragal anchorage 6n W' or 135' comer units, so cheat 11 Maximum DP for all sizes: 46D 1-60 I (May be limited by Table 2A) "Ccm Ual Wight Table to GlassO Types kA, 60' 14" e6' @" 106" 4• 1 6, 6A, ], 8 blue ". 7,e MeMbak fi9de DLO 73-71 DLO 1ra.h DLO 6 B - 0 LO 07-}Js" LG 10a DLO ] 0 DL BOIelAeOagal Types aM1mm bekrx, l T Types neM1or r Gc n0a0r Group 1Group or Dear Group up or Grow Ana ar or char GnmD A Gcnabo A B C D A B C D 1 8 B D A C D A D A B C C D A 8 C D A B B C D I'leadsul + M. ♦I GN +i +1 U+ GN G+ 1 +1 1 GN U+ N 1 G+1177+a H G+GN 1 + G+1 N G+1 + GN C9N H G+1 CNt H + G+1 29' �� Jamb 8 0 B 8 B 8 6 8 0 8 8 8 B 6 10 10 10 10 10 10 in 10 10 10 10 m 10 10 10 P41Dak 0+7 OQ 6N 8+7 7+8 i+B A0 7+0 7+0 AO »8 T+B 7+6 7+6 8 &9 0+9 8+9 B+B B•9 8+9 &B 8+10 8+10 BNO arm BNO BHO 9+10 9+10 HaaN80 UH Gr1 UH Uq C1+1 GH GH GH GH U+1 U+1 GH GH GN I UM G+i Wt GN Gq GN G+I CM1 G+1 Gr1 Grt Gq U+1 GN U+1 30' Jamb 8 e 8- 8 a a 8 0 B B 8 8 8 8 10 10 10 t0 10 t0 IO 10 10 10 10 10 10 10 10 to P4n4k e+> BrT 6+> &7 )+e 7+0 7+0 T+a 7+8 T+e AB )+e TB T+B 8 &9 I 8+9 8+9 6+8 0+8 e+0 8+B &10 9r10 9+10 9+10 9+10 9+10 BNO Br10 HeeW801 C4+1 U I C4+1 C1+1 U+1 CIH C)rl G+1 NO G1+1 NO UN U+1 Uc1 t U+1 UN CAr1 C9+1 UN UN C4+1 N.1 C1+1 Gr1 C1+1 G+1 G+1 C9rl I06• 6 8 a 0 8 a 'B 8 8 8 B B B 8 10 10 10 10 10 10 10 to 10 10 10 10 10 10 10 CLOJamb P4nak e+7 6+i 6r7 6+7 ]+8 743 7+0 1+E T+5 AB )+8 ]+8 ]+B T+B 8 6+9 6+B 8+B 8+9 B+e 8+8 8+0 9+10 -10 9+10 9+10 9+10 9+10 9+10 Bale Hea81611 Nat G+1 G+1 c1+I G+1 U+1 G+1 G+1 U+1 G+1 G+1 G4+1 C1r1 CIO 1 C4+1 G+1 G+1 CA+1 GN G+1 Gr1 GN Gq G+1 Uri C5+1 C3+1 01H D1+1 9Y me Jorre 8 8 8 6 8 a 0 0 a a a a 8 a t0 l0 10 10 10 10 f0 10 10 10 18 12 10 10 f0 P4wak 5N BN a+} 6+7 7+8 7+6 7-8 T+e 7+8 T+8 7-8 >+B ]+6 T+8 B 154 BH B+B 8+9 6+9 &e 8+8 8+10 &10 6+10 B+10 team B+fa 9+10 B+10 HoaG+2 G+2 U+2 G+2 G+2 G+2 G+2 G+2 G+T U+2 G+2 GA+2 Gr2 G+R 2 U+2 U+2 CI+2 C6+2 Cbr2 C9+1 G+2 C5+2 C6+2 C5+2 C5+2 C5+2 C6+2 C5+2 CSr2 9V Me Jame 8 8 e 0 6 0 8 8 B a e B 10 8 B a fo 10 10 to 1a 10 10 10 1T f0 10 10 12 1n 10 is z PAook 6N Bq BH 6+7 Ha T+B ]+8 7+B PB T+e 7+6 7r8 7+0 7rB 74 7+0 8+9 8+0 ale 8+B 8+9 B+B 0+9 8+B BHO e+i0 0+10 BHO BHO 9H0 Bale 9.10 69• 60' OLD HoaNS111 G+2 U+2 G+2 fA+2 G+1 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G@ 0+2 GK G+2 Not evallable in these sizes Jamb 0 a 8 It e 8 a B t0 8 B 0 10 8 8 B P4r.k B+] 6+7 0r7 6+) 7+a .7+8 >+B T+B +0 T+B 7+8 ]+8 7+8 7+8 T+8 7+8 pC Head3Bl U+3 Gr2 U+T Gr2 Gr2 U+T U+2 G+2 G+2 G+2 G+2 U+2 G+3 G+T G+2 CA+'1 Jam" a a 8 B 8 B 0 e 10 B B 6 19 B e e Ptmok 6+7 6N 6+7 6+7 7+0 7+0 ]+8 >+a )+0 7+8 1 7-6 1 7+6 7+0 7+0 7+6 7+0 FOR EXAMPLE ON USING TABLE, SEE SHEET 8. NOTES: i) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1W SILL. 2) WHEN USING THE 2-112' SILL. POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-114' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A 3) 4', 3-114-AND 2-112' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE IAA' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION, 5) DOOR SIZE TO COMPLY WITH CURRENT FEUD EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE &ASTRAGAL TYPES SHALL BE USED FOR TABLE 2. SEE SHEETS 21 & 22 FOR TABLE 2A: Sill Height to Max. (+) DP (Water In trallon Rsung) SIII Riser Helghl (r)Desie n (Flat a Box, sea Pressure. psf Sheeti7) —Than -1-11V as role Low -2-712' +46.67 Medium-3A4• +60.0 High-4- +60.0 SEE NOTES 1.3 OHLENGTH 66 rc s of OH RATIO a1 2 O 1 OH RATIO = ON LENGTH OH HEIGHT 18 & 19 FOR ASSEMBLY DETAILS Interlock P-hook Lackelge@Jamb Straight Astragal Assembly Lockstile@ Straight Asuagal 9P Astragal Assembly Locksule@ 90'Astragal 135-Astragal Assembly Weasel.@ 135-Astragal Heavy-dutySNes Heavy-duty5tile HeavyAuNSLIe Heavy-0uty5111e Heavy-duty SUle Heary-0ury5tile Heavy-duty Site Heavy-duty5tlle Heavyd.ty5tile r e...LLJ Standard Astragal Out dde Corner„ .EL�t�Ji Inimer Outside Camer'� 15"I maid••--e-+�e �� Comer Insl e Came Outside Comer ^'T�J o�i-J �Ltj—��¢-- O Pan n61 (x2) Part 861 Part Hfil Part g61 I5[ile) part us, (Asuagal) Part e61 Part661 lStile) partRelCeereC'mer par[0119 (Out) part g120(In.J Part8611Stile) (Car..&Fxd Mount) Parta61 REmOVFD CFHJOFANH X1p>a0 aso)m I NTS 1 7 > 22 1 PGTO130 DLO W IDTH = NOM. PANEL WIDTH -r DLO HEIGHT= DOOR UNIT HEIGHT -10.125' PANEL HEIGHT = d No. *58705 Ir +/-9�,0,3 �JDesign Pressure (DP) and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) For coma aseragel anchorage on 97 or 136• earner uNfs, ee6 sheet 11 Maximum DP shown below (May be BmOed by Table 3A) Con, Unit Hel Table applies to Glass Types 4, 4A, 80• 84" 90" 06" 102" low Ig M, 7, TA, 8 & ti4 and this 69-NB' 0 7S71V DLO ] -7W MO LO '91.7/e° OW 97.7 e 670 Shle'Mtmgal types shown below. Mchor Gmop Anchor GloLp Amhor Group I AnnhorGuoup Anchor Gmup Anchor ❑mgp A 1 B 1 C I ❑ I A 1 B 1 C 1 0 A 1 B 11❑ D A B C 0 A B C D A B C D Oas apressum ♦.90 +l 2. Ps +- ps 17' MesN5111 C4+1 CA+1 C4+1 CAN T.a+1 C4+1 C4+ 1 CA CA+1 C4+1 C4ai G+1 G1+1 CAN C9+1 C4+1 C4+1 C9+1 C4+1 G+i C4+1 C4+1 24" DfA Janb B B 8 e 8 8 8 6 8 e 8 B 10 10 10 10 10 to 10 10 P hook 6+7 6+7 6+7 6+7 7+8 T+8 748 74B 7+8 7+ 7+B 7+0 7+8 1+9 7-0 7+8 0+9 A 11+9 8+9 W9 1 8a9 8+9 8+9 Dan nPmWYm +A9O,D pis/ +1- 2.5 Bf +/.76.0 pet 23" HeedISIII C9+1 04+1 C4+7 C4N C4+1 CA+ C4+1 C4i1 G +1 rgat C4+1 C4N 04+1 97, C4a1 f:4+1 C4+1 C4+1 GI+1 C4+1 C4+1 C4N C4N an, DLO Jamb 0 B 8 B II 8 10 8 8 B f0 B 'B 8 10 10 10 10 10 10 10 10 6 P-hack 1 6+7 6+7 1 6+7 1 647 1 748 1 7+0 7+0 7+8 1 7+8 1 7+e 1 NB 1 7+8 1 7+8 1 7+0 1 7+8 1 7+0 6+9 8+9 8+S 8+9 8+0 8+9 8+9 8+9 Ces nPressure V-90.0 ! NA2.8 psi +/-7&0 f Heed/SIII C4a1 C4+1 04+1 G1+1 CA+1 G+1 C4+1 C4+1 CA#1 C4+1 CAii C4+1 C6N CB+1 G1+1 GH1 C5+1 C5+1 C441 CAN C6+1 C5+1 C4+1 C4N so. LO JBm6 10 B a 8 10 B B B 10 0 8 0 12 10 a 6 12 10 /0 10 10 10 10 10 1seeDesgn P-hook 6+7 6+7 6+7 1 6+T I 7+B 1 7+0 1 7+8 1 `48 1 7+0 1 7+5 1 7+8 1 Tfe I 8+8 I 9+9 I 8+9 I hie. 8+9 B+9 e+9 8+8 8+9 I Bag I 8+9 I B+8 $ Pmssum +/90.O per +J� Zpsf M76.0psf 39° H10tl19111 C4a2 C4+2 C4+2 CA+2 G1+2 CM4 C4+2 C4+2 C6+2 C5#2 C9a3 C6+2 C9+2 CU2 G5+2 CS+Y C5+2 CbIY CN2 CS+2 C6+2 C5+2 M+2 CB+2 OLD Jemb 10 8 8 0 10 B B 0 12 10 a B f2 10 8 8 12 10 10 10 12 10 10 10 P-hook 740 7+g ]+B ]+B ]+e ]+9 ]+8 7+1i 5+9 8+9 8+9 a+B Ba9 9+9 8+9 Big B+9 ai9 aa9 B+9 8+l, 1 +9 8+9 8a9 Design Pressure +/-90.0psr See NWeA w +/42.6 psf +F75.0psf 4t° HeedlBlll C5i2 C5+2 C4+2 C4+2 Cfi+2 CSa2 C5a2 C5+2 15+2 C5+2 Cb+2 C5+2 C6a2 C6+2 i2 C612 05+2 C6+2 C5+2 C5+2 Cba2 C6+2 C5+2 C5i2 OLD JamO 10 6 6 6 12 1g a 8 12 10 0 0 14 12 9 8 14 12 10 10 14 10 10 10 P-InoB 1 7+8 1 1+8 1 9+8 1 1+8 1 Big 1 8a9 1 8a9 1 8+9 1 8+9 1 8+9 1 8+9 1 8+9 9+10 9+10 +10 9+10 9N0 9+f0 8N0 9+10 9+10 9+10 9N0 9s10 NV IEA:+/-UU.0 YJh YUIY ULAJJ I TYCS 9.`J e, ON,/H, ehtlA;*/tl/.l r'Vtt VLH.IJ inI NOTES: I EXAMPLE ON SHEET 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" BILL. DLO WIDTH = 2) WHEN USING THE 2-12' SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE &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. 0LO HEIGHT= 3)4', 3.114-AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOT AND ODOR UNIT HEIGHT - 10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT - 1.866' 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 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. of V norm e Interlock P-hook Lockstie®lamb Straight Astragal Assembly Lockstile@ Straight Astragal go -Astragal Assembly Lockstile@ 90-Astragal 135'Ashaal Assembly Locksti.@ 13VAsbagal Heavy-duty5tllm Heary-dulySNe Heavy-duty5tile Heawycluty501e Heav-dpty Stile Heavy-duty Stile Heavy-duty5tile HeaW-duty5tile Heavy-duty5ige Hoary -duty Astragal my� Outside C IlLslde Count, 1 Outside Corner Inside Corner Inside Corner Dutslde Corner " Part g61la2) Par[gbi Part tl61 partg6l(Stile) part 6"(Astragal) Part#61' Part861(981e) Part8318(Corner Receiver) part 0119 (Om.) part U120(in.) Parth61(Stlle) Parts#31&P32 Korn. & Fed Mount) Partg6l (941)4a fpaa CERT. OFAIRNt G1l196 S a 22 1 POTO130 TABLE 3A Sill Height to Max. (+) DP (Water Insured. acting) SIO RIser Height (+)pesign (Flat or Box, see Pro66YIB, psf Shael l]) FIItth-t-12" see rDfe3 Low-21YY +46.87 ium-3-1/ High-4" +80.0 EE NOTES 1-3 ON LENGTH OH RATIO 21 ON RATIO = OH LENGTH OR HEIGHT PRODUCT REVISED s complying with the Florida Building Coda NOA-ha. 17-0420.12 Espimtion Date 02/17/2020 Ie *: No. Isil Ai, U i ... ORIONN, ., ?/ONALING, A. LYNN MILLER, P.E. PXX tams NOFRAME "8+10'P-i0OKANCHORAGECONSISTSOR SEE 'CS'CLUSTER SEE %, REQUIRED (9)P-HOOK ANCHORS, SEE'CS"CLUSTER MAX. UNIT WIDTH SEE"C5"CLUSTER DETAILS, ETAILS, SHEET IO SPLICE EXTERIOR (PERPENDICULAR TO GLASS DETALS. SHEET 70 FOR FOR ASTRAGAL NOTE, PLANE) TABLE 2, SHEET REOUIRES'CS' SHEET FOR INTERLOCK POCKETS INTERLOCK CLUSTERS 24'MAX. O.C. THIS AND NE WID i, 11 SHEET SEE POCKET 10 P4100K PANEL WIDTH DETAILS, SHEET 11 ( ) r-______ _ x / JAMB MOUNTING e, �xx x xx / x xxx xxxx x xa- 0. INSTALLATION, ADAPTER I( THIS SHEET ANCHORS MIDWAY i o S'MAX x •^ BSHEET 14 BETWEEN P-HOOK I of 4PAIRS OF ANCHORS &ATX x=FRAME ANCHORS FROM TOP& I 14'MVL O.c. o� ANCHORS 9&' (TOTALS ' BOTTOM Tea �oi o UNR " 2P MAX. ANCHORS) 4.081' • 'MAX.TOOPENING igggg&I I _ I C)®=P-HOOK HEIGHT D.C. PERJAMB EDGEOFPOCKET SEE is or—+ INSTALLATION ios I®I D.C. A ANCHORS x"�f DETAIL DETAILS 'JC&'KC, imS I®i Ao=P-NOOK II BELOW) END PANEL SHEET148PART I 22� ® I I MOUNTING 24'MIAX ANCHORAGE DETAILS SHEET 19FO. ) i j 3'MA%. ADAPTER ` O.C. (2 ANCHORS) SHEEi19FOR J�1 'ANCHORS P-HOOK �____ a"NAX. x xEND PMELx . x� ��END PANEL ANCHORAGE ANCHORS ANCHORAGE " x x xx xxx xx xxx x x 6-MAx ANCHORAGE (SEE ' x.x x SKETCH BELOW) (SEE SKETCH BELOW) ^+ �A ��.{2' �AN CENTERLINE S'MAX..TYP. gNCHOpAGE ANOHOPAGE ANCHORAGE ANGHOPAGE ANCHORAGE OFPANa I 2.04' — 24'MAX. EXAMPLE: S-PANEL 2TRACK 901OUTSIOE CORNER- XXI)O(0-EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 48•x98"NOM.PANELS. ANCHOR GROUP C IN CONCRETE SUBSTRATE TABLE 3. SHEETB) 8. SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL ANCHORS 1) APPROVED ANCHORS: SEE TABLE A, SHEET I 2) ANCHOR LOCATION SPACING FOR ANCHOR I CENTERLINE OF QUANTITIES SPECIFIED IN TABLES I-3. SHEETS 6-8: 48' NOM . I INTERLOCK HEAD&SILL: 8- MAX. FROM FRAME CORNERS. PANEL SEE •CS" CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE WIDTH EACH S 6-8CORNER IO STRAIGHT AND E TRAGARLOCKANO FOR INTERLOCK STRAIGHT AND FOR QUANTITYOAGALLOCATION, PLUS SPECIFIED QUANTITY OFADDITI. "+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. 3.5" ADDITIONAL ANCHORS 24" O.C, MAXIMUM, aV- EXTERIOR MAY BEADDED AS NEEDED TO ALIGN THE ETA HEAD OR SILL IFA SPLICE 21' OCCURS AT THE P HOOK MAX. PRODUCT REVISED U.C. es comp)yyIPB with the Tledda BulhtlaB Cod. NGA-No. 17-0420.12 4• E.PT.U.. oat 2/17/2D20 i WNW. w " Miami -Oa ud Conbo - JAMBS 8 OOK) U IL 8' MAX. FROM BOTTOM. 2Y MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR O.C.OKANCHORD0JNG ANCHOR SHEEUAMITIES FROM APPROP0.IATE TABLES, SHEETS 6-8. SEE �2-TRACK P-HOOK ANCHOR DETAILS ON SHEET FRAME JAMB +2' ANCHORAGE ANCHOR PAIR REQUIRES „= SEE'CS'CLUSTER END PANEL •CG"CLUSTER SEE DETAILS• SHEET 11 SHEET INTERLOCK INTERMEDIATE ANCHORS C ..OFAUIHMW 4 CENTERLINE ANCHORAGE ASTRAGAL (2ANCHORS) \ 8• I , MAX. ."�ONV LYNN' CENTERLINE # ;' No. S9705 OFPANEL 5 9 + 22 1 PST0130 Miami -Oa ud Conbo - JAMBS 8 OOK) U IL 8' MAX. FROM BOTTOM. 2Y MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR O.C.OKANCHORD0JNG ANCHOR SHEEUAMITIES FROM APPROP0.IATE TABLES, SHEETS 6-8. SEE �2-TRACK P-HOOK ANCHOR DETAILS ON SHEET FRAME JAMB +2' ANCHORAGE ANCHOR PAIR REQUIRES „= SEE'CS'CLUSTER END PANEL •CG"CLUSTER SEE DETAILS• SHEET 11 SHEET INTERLOCK INTERMEDIATE ANCHORS C ..OFAUIHMW 4 CENTERLINE ANCHORAGE ASTRAGAL (2ANCHORS) \ 8• I , MAX. ."�ONV LYNN' CENTERLINE # ;' No. S9705 OFPANEL 5 9 + 22 1 PST0130 /ASTRAGAL OR B'DIAG. \ AST OR 1�SPLICE LOCATIO ASTRAGALOR I (FORSPLICE SPLICE LOCATION 2,04' INTERLOCK�j IF NEEDED IMERLOCK'�1 CONDITION, USE INTERLOCK�"'IF NEEDED 2.04' CENTERLINE I CENTERLINE "CB'CLUSTERDETAIL) CENTERLINE 1.76° EMERIOR 6"DIAO. 3.5" 7" 7' 71 3.5" 21' 75' 4 D AEr- 0 4" D O.C. 204' 2.04' 2.04' 21' I 5.64- MAX. - 3.5' 4 DIAG. pJRERIoa 7" 3.5° O.C. EMERI00. 7" F%TEwOR T F� F� T 6' MAX. v 2-TRACKFRAME HEADISILL 2-TRACK FRAME HEADISILL v 2-TRACK FRAME HEADISILL 5.64" ASTRAGAL ORIMERLOCK ASTRAGAL OR INTERLOCK nASTRAGAL ORINTERLOCK f-2_TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 8 CLUSTER FRAME JAMS S ARE REOUIRED,'C4) A CHOIRS ARE REQUIREMC51 ANCHORS ARE REQUIRED,-C6') r 4-TRACK ASTRAGAL OR SPLICE LOCATION AS RACAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6'DIAG. FRAMEJAMS INTERLOCK IF NEEDED TERLOCK+ CONDITION, USE INTERLOCK-1- NEEDED 2.04' E% ANCHOR PAIR CENTERLINE C NTERLINE 'CO' CLUSTER DETAIL) CENTERLINE 35. 3.5" 3.51 7" ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT. OR INT. 2.04' 4'DIAG. MAX. TRACK(INT. SHOWN) 4.08' 4.08° O.C. 2.W NOTES: 554• ARET. BASED ON I SHOWN ARE BASED ON MIN. F�GEFLwoa EMERIoft 4"DIAG. EXTERIOR ID 3.5' ALLOWED. v 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL 15 3-TRACK FRAME HEADISILL 8' MAX. 2- FOR HEAD NC SILL SPLICE ASTRAGAL OR INTERLOCKt (61 ASTRAGAL OR INTERLOCK LOCATI SEES SHEET 9. EAT @1(USE WHERE OR INTERLOCK P-HOOK SEE SHEET 9. (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB ANCHORS ARE REQUIRED,"G4-) CHORS ARE REQUIRED,"C57 ANCHORS ARE REQUIRED.'061 ANCHOR PAIR PRODUCT REVISED v9 compt.A 9 MtM1 tM1c Flmiaa SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED BUIl4ine Doan ASTRAGAL OR Imo. I (FOR SPLICE J CONDITION,OO NOT CONDITIONS ONLY: NOA c,. 17-0420.12 IMERLOCK-H IF NEEDED INTERLOCK^I INTERLOCK I SPLICE LOCATION E. tmtion uato 2/17/2020 CONDITION, USE USE THIS DETAIL) P CENTERLINE I CENTERLINE I CENTERLINE IF NEEDED - "C6' CLUSTER DETAIL) 1 3.5" 3.5' 7. 3.5' Mlam-0 oPra uct Contml 3.6' .6' '1 204' 4-DIAG. 2.04' 4°DIAG. 2.04" 2.04" 5.37"DIAG. 4°DIAG. 448" 4" 2.04" tttlt II brb r 3.5• t��..........N,�''• FXI�E'Iwoa EXT��EMR 7. IXTF�e'1w1OR T 3.5' v 4-TRACK E HEADISILL 15 4-TRACK FRAME HEADISILL V 4-TRACK FRAME HFAD/SILL 'tP ASTRAGALO INTERLOCK a ASTRAGAL OR INTERLOCK QASTRAGALORINTERLOCK ?1F No. 68705 _ (USE WHERE 4 LISTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'CB°) - ANCHORSAREREQUIRED,°C5' WITH SPLICE CONDITION C7�11 •.,• ANCHORS ARE REQUIRED,' ") ) � O , � }' am1ECliNOLOCVLwMc a.m.. . ,0 •.• StA EO [(�: NVFMfE.RAdt15 ANCHORAGE, EXAMPLE CLUSTERSNALNG`�`� (BI1)�F61lIW mrr. oFnlmtnsns SERIES 770 ALUM. SGD-LM IMPACT '//nm Ott`t� ensrnvno a1 -sw N I mMS r,e 22 1 ma x.PG70130 ic ALYREA WT. NE. 2.04" 2.04" INTERIOR 2,64' INTERIOR 2.04" Yp gNCHOR I6.12" t I6.12, a 7' 4' ONG. 4' DIAG. 8.94- 6.12" 6.t2' 3.5. 3.5' ERIOR INTERIOR 7" ERIO INTERIOR I. 3. " 90' 3. " 1 1 I CENTERLINE EXTERIOR v:.�oi�o .°M.., .. ��.,. f OFPANEL +1 3.5" J 2.04' EXTERIOR 4• IMEROR 4.08' 4" 7 EXTERIOR 4° 2.D4e T° 2.04° E%I mom / 2.04' EXTEROR 8.94' 90' CORNER 135' CORNER 135" CORNER 2-TRACK FRAME HEADMILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR B CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 0 CLUSTER ANCHORS ARE REQUIRED,"Q6") ANCHORS ARE REQUIRED, '04D ANCHORS ARE REQUIRED,'CB-) FOR INTERIOR 4.08' '+1"ANCHOR IMEftIOR 7- T41' 135' 3 En ERIOR 3.5' 4.08' T' 5.3T O. CENTERLINE 1 • 3.5 4. 3.5' 4 OFPANEL Ex1ERloR T" ExrFRIOR 7' 4' IN1ERroa ON •+2°ANCHOR SO' CORNER 135' CORNER EXTEROR ALL T VIEWS 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V ("C6" ANCHOR CLUSTER REQUIRED ('CLWANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) ATALL3-TRACK CORNERS) RIq'pIAG. INTERIOR .6.12• IMEROR 2.04' 2.04' 6.12" 4. EXTERIOR 590, IL CENTERLINE M IEMOR I' OFPANEL IMEROR 90 3,5' 135- '+3-ANCHOR 4' 7" 04" A . 6.12' 1 G. 6.12' G 3.5• 4,0,,'- 7' ExrEm-� 2.04" 3.5' 4' 3.5• 4' DIAG. EXTERCR 7' EXTEROR 420CENTERLINE 90- CORNER 135- CORNER OFPANEL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL (-CB' ANCHOR CLUSTER REQUIRED ('CB° ANCHOR CLUSTER REQUIRED 4-TRACK T FRAME HORLA O AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOR LAYOUT NOTES: (3-TRACK SIMILAR) 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1PJPTELMJfHoovllRlVE ox.. 20ETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE xvEIYCE iLSTPs ^ ANCHORAGE, EXAMPLE CLUSTERS IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. mljs lm I I - I T ANCHOR 2, LINE . .5" 3I CENTERLINE f OF PANEL '+3-ANCHOR 2.04" 4'DIAG. 3.5" " 7" 1� CENTERLINE OFPANEL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT PRODUCT REVISED 6 ROGIn9 C n9 wIN No Florid. .No. J 17-0420.12 EXPIMI.. ORIe U2/17/2020 JRl OMDLI) ~C NO CHANGES MIS SHEET. CEFT.OFAVRL.G9]EE I II I �1.1 JCRICJ//OfILUM. JUU-LM IMI'AUI "'q��l•�1 I11;ITT�- P'd' r as . LJ\ \`_,JLU© Rs..wtmrt a 1. -- �+ 0.LYNN MILLEfl, P.E, 1Rr -2-TW 4 _ 300JA NTS 11 ✓ 22 PGT0130 C P.Eb58JJ5 I INSTALLATION DETAILS EDGE DISTANCE: 1 "SEESHEET 1 EXTERIORV4" MAX SHIM �TE�FURFr1RIFM- TT <�) T E SHE—� SHEETI 2X WOOD WOODANCHORTYP., TYP.,SEEANCHOR SEE ANCHOR NOTES NOTE3,SHEETI &TABLE A. SHEET ®2-TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCH & TABLE A. SHEET, 7 NOTE 3, SHEET 1 (Ile MAX.) 2-1116 EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A SHEET 1 2-TRACK FRAME SILL oe WOOD INSTALLATION EMBEDMENT. SEE TABLE A. SHEET 2X WOOD TYP., SEE ANCHOR — NOTE 3,SHEET I &TABLEA,SHEET1 ` EXR 011 V 1/4•MAX. SHIM EMBEDMENT: SEE TABLE A, SHEET EMBEDMENT: SEE TABLE A. SHEET EDGE DISTANCE EDGE DISTANCE: SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 2-1/16"• 2-0H6"• j' ,14° I SHIM EXTERIOR �a 4 n ]h) 2XWOOD WOODANCHORTYR, METALTYP., SMS ANCHOR TYP., TYP., SEE ANCHOR SEEANCHORNOTES SEEANCHOR SEE ANCHOR NOTES NOTE 3, SHEET &TABLE A, SHEET NOTE 4, SHEET &TABLEA.SHEETI 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD Bw WOOD INSTALLATION S METAL INSTALLATION MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 1/4" 1. ALL DIMENSIONS MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAYBE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. WOOD ANCHOR TYP., 2X WOOD SMSANCHORTYP., METAL TYP., SEE ANCHOR NOTES TYP., SEEANCHOR SEEANCHORNOTES SEEANCHOR SEE & TABLE A. SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A. SHEET 1 NOTE 4. SHEET I ANCHOR ANCHOR NOTE 6NOTE 5, SHEETI ExrEwoR SoHcErEERTio, .:.,:(114"MAX.) (14•MAX)2-1116" RT I �2-1/18" • EDGE DISTANCE: SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3-TRACK FRAME SILL 4-TRACK FRAME SILL Ew WOOD INSTALLATION Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A. SHEET 1 ��— EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, 2X WOOD SHEETI TYP SEE ANCHOR 2,� NOTE 3, SHEET 2-TRACK FRAME JAMB Gw WOOD INSTALLATION EDGE DISTANCE: SEE TABLE A, SHEET I 2-1/1 S• • WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EX MR 1/4•MAXSHIMW�— 3-TRACK FRAME JAMB Rw WOOD INSTALLATION mrr, mXum.4mae METAL TYR, ` SEEANCHOR— NOTE 4, SHEET SMS ANCHOR TYP., SEE ANCHOR NOTES - & TABLE A, SHEET 1 ITj` EXTTE7RIOR C V 1/4' MAX SHIM 4-TF w MEI EDGE DISTANCE: SEETABLEA, SHEET 1 • DIAGONAL O.C. IS MIN 4• (HEAD & SILL) oft S° (JAMB) SEE DETAILS, SHEETS 10 & 11. MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A, SHEEP I EDGE DISTANCE: SEE TABLE A, SHEET 1 PRODUCT REVISED as plying w11M1 15u Florida 1Cade NO"A-No. 17.0420.12 2-l/ifi"• �MIN.OF3 THREADS 11 BEYOND THE METAL JOENFF SUBSTRATE �; NO.53)gb eaw,w nu 1. LYNRMIU.Ut l.E JR 14J0114 _:uanxnur+ m __. s._7M NM5 12 a22 PGTD130 C PElmm �NCRETE*SEESEE EDGE DISTANCE SEE ER TABLEEETI CO�CRE A, SHEET 1/ifi" PER TABL AS EEl �ASEDMEN 7/a'.E TABLE AMAX SHEETISHIMPROPERLYETE ANCHOR TYP.. WOOD BU.,CHOR NOTES& ANCHOR NOTE 3, SHEET I TABLE A, SHEET 1 ®2-TRACK FRAME HEAD CONCRETE -INSTALLATION CONCRETE ANCHOR TYP.. SEE ANCHOR NOTES & TABLEA, SHEETI SEEANCHOR NOTES, SHEET-1 1 H/4• MAX) f . _ r SEE SHEET 1 (1/S SHEET 1 EXTEERROR a r "':�'*:" E%TER10 21116°' 2-1/16°• EDGE DISTANCE: CONCRETE SEE TABLE A, SHEET I PER TABLE SEE EMBEDMENT: SEE TABLE A. SHEETI ASHEET I EMBED (5 2-TRACK FRAME SILL CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET I NOTES: EDGE DISTANCE EDGE DISTANCE ,.ALLOIMENSIONS SEETABLEA SHEET 1 CONCRETE SEE TABLE A, SHEET) SHOWN ARE BASED 2 1/16 PER TABLE 2 1/16` ON MIN. ALLOWED. A, SHEET I 1/4" • DIAGONAL O.C. IS IHEAD&SILL) SHIM ORB'(JAMB)SEE 1/4• E%rERloR DETAILS, SHEETS Me MAX.10&11. SHIM CONCRETE ANCHORTYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.. ., SEE ANCHOR NOTES WOOD BUCK TYP., SEE SEE ANCHOR NOTES& OR NOTE 3, SHEET I TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET I TABLE A. SHEET I 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD CONCRETE INSTALLATION Cc CONCRETE INSTALLATION ETEANCHORTYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX ? ANCHOR NOTES& WOOD BUCK TYR, SEE TABLE A, SHEETI ANCHOR NOTE 3, SHEET I SEE ANCHOR NOTES& WOOD BUCKTYP., SEE TABLEASHEETI ANCHOR NOTE3,SHEETI EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP.,— SEE ANCHOR NOTE 3, SHEET 1 CONCJCMU ANCHOR TYP.. SEE ANCHOR NOTES & TABLE A, EXTERIOR SHEETI e V I/4' MAX. SHIM SEE ANCHOR NOTE 5, SHEET I� 1 (1/4'MAX) E%TERIOR 1 �2.1116'•,- CONCRETE PER TABLE DISTANCE: CONCRETE EDGE DISTANCE: A. SHEET I A, SHEET 1 PER TABLE SEE TABLE A. SHEET 1 SEE TABLE A, SHEET I A,SHEETI" EMBEDMENT: SEE TABLE A, SHEETI EMBEDVENT: SEE TABLE A.SHEETI 1 CONC./CMU CHOR TYPSEE NCHOR EDGE DISTANCE: NOTESB ABLER SEE TABLE A, SHEETI SHEETI nnPROPER SECURED IX W00 BUCKTYP..— SEE HORNOTE3; CONCRETE SHEETI OR CMU ENOR PERTABLE T7 ` A, SHEET 1 1/4" MAX. SHIM SILL 4-TRACK FRAME SILL ALLATION Fc CONCRETE INSTALLATION EMBEDMENT: SEE PRODUCT REVISED TABLE A, SHEETI es "Plying with the Pl.dd. Building %o NOA-No. 17.0420.12 EDGE DISTANCE: Expiration Date 02/17/2020 EDGE DISTANCE: PROPERLYSECURED SEE TABLE A, _ SEETABLEA, 1X WOOD BUCK TYP., SHEET1 i Miami -Da Control— SHEETI SEE ANCHOR NOTE 3, SHEETI 211 , ..,..:..,...—...,.:,,...: :: 2-1li6.. CONCRETE A, SHEET I TYP. SEE ANCHOR NOTES &TABLE A, SHEETI EXTEROR V 1/4" MAX SHIM (t 4-T CO CONCRETE tl11tlllltr7j OR CMU PER TABLE A, SHEET 1 * : No. 58705 cErrr. oeaure.axvzas l� (j( SERIES 770ALUM.SGD• LM IMPACT 'r/niu.0"' armmrreza ® �" ®i4' AAYNNMIIIER,P.E ✓pL^_^ ._ sOo-Tm NTS 13 122 POTo13o rC P.Eg NM5 INSTALLATION DETAILS EMBEDMENT: SEE WOODFRAMING- TABLEA,SHEETI EMBEDMENT: SEE TABLE A, SHEET FRAMEJAMB REQUIRED AT ALL INSIDE POCKETS TO PREVENT P-HOOK MOUNTING ADAPTER WATER WOODANCHORTYP., INFILTRATION SEE ANCHOR NOTES & TABLE A SHEET 1 (ALSO SEE TYP. I ILLUSTRATION, SHEET 9) A. SHEET EMBEDMENT SEE TABLE A Ll EXTERIOR .'.� PHOOK WOOD ANCHORTYP., P-HOOK SEE ANCHOR NOTES CONCRETE OR & TABLE A, SHEET 1 (ALSO SEE TYP. CMU PER TABLE ILLUSTRATION, SHEET 9) ?EE"GE MIN. A, SHEET 1 DISTANCE . ®P-HOOK FOR USE WITH FLAT SILL RISERS PARTS #18 920 #22 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN. (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYR, SEEANCHOR P-HOOKMOUNTING CONCRETEOR NOTE 4. SHEET I: MIN.OF3THREADS EMBEDMENT: SEE TABLE A. SHEETI ADAPTER SMS ANCHOR TYP., SEE CMU PER TABLE- A,SHEETI BEYOND THE METAL ANCHOR NOTES SUBSTRATE &TABLE A, SHE ET EMBEDMENT: (ALSO SEE TYP. �11EMBEDMENT: ILLUSTRATION, SEE TABLE A; r—�D SHEET SHEET 1 SEETABLEA,DISTANCESEESHEET1 A, SHEET I EDGE ANCHOR TYR, SEE ze ANCHOR NOTES & I TABLE A. SHEET 1-114' MIN. EDGE DISTANCE EXTERIOR fl P-HOOKMOOUUNTING ADAPTERCONC./CMU ANCHOR TVP., SEE 7 ANCHOR NOTES & TABLE EMBEDMENT: SEE A. SHEET TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION,, SHEET 9) FOR USE WITH ANY SILL RISER J®P-HOOK c PARTS#18,#20,#22 OR#24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES 1A 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIORCONDHION P-HOOK MOUNTING EMSEDMENT:SEE ADAPTER CONCJCMU TABLE A, SHE ET7 ANOHORTYP„SEE p-.. 1-".:........ ......I ANCHOR NOTES&TABLE NOTES: T. -ALL SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEETAREFOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALLAPPROVED SUBSTRATES. 3. SEE TABES 1-3. SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. ILLUSTRATION, SHEET 9) PRODUCT REVISED Pl��rrin99 ItM1 tM1a Plorltln D NOA-n9 Cetle xoq-xo. 17.0420.12 EXpl-tloa 04 2/17/2020 1-114"MIN. EDGE DISTANCE ' P-HOOK SMSANCHORTYP.. / SEE ANCHOR NOTES J EXTEMR, R P-HOOKCONCJCMU ANCHORTYP.,SEE EXTERIOR fl &TABLE A, SHEET \/ ANCHOR NOTES &TASUE Lp V (ALSO SEE TYP. 2.89W MIN. A, SHEET 1 2.893' MIN, ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH BOX SILL RISERS PARTS#19,#21, 023 OR#25, P-HOOK FOR USE WITH BOX SILL RISERS Kc PARTS#19,#21,#23 OR#25, METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES IA, 2A&3A MOUNT (SEE TABLES IA 2A&3A MOUNT FOR WATER RATINGS) ONLY - FOR WATER RATINGS) ONLY C U. OFAI 03 0 WD-m I NTS 1 14 a 22 1 PGTO130 _� it j/� No.5R2O5 =•O ;U TE OF Ric XONALIENG``. A LYNN MIt1ER, P.E. REA 5POS CONFIG. EXAMPLES MAX. UNIT WIDTH MAX. UNIT WIDTH HEADER DETAIL'N. MAX. NOM. PANEL WIDTH SHEET 18; INSTALLATION DLO 7YP, PER TABLES 1-3 DESHEE yylp-M INrERIGR S I&&Is�I. SHEETS 12 & 13 '� NOTES: EXTERIOR 1) SEE SHEET 17 FOR INDIVIDUAL NS ASNCHO PANEL CONFABLE, 90° SEE DPI APPLICABLE. SEE DP/ANCHOR PANEL PANEL TYPE PANEL TYPE PANEL ]7A' DETAIL CORNSHEET TABLES, SHEETS 6.8 FOR MAX. TYPE 'QS' 'AS' TYPE ER SHEET I9&ORNER 1 PANEL HEIGHT AND WIDTH. SEE 'K' ANCHORAGE SHEET 11 SHEETS 18 & 19 FOR SECTION NOM. MAX. UNIT DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. MAX. PANEL i PANEL MAX. HEIGHT DLO PER INTERLOCK DETAIL 'M', SHEET I9 2)(1) LOCK (ITEMS 75 & 107-110) AT HEIGHT SEE WIDTH TYP. PER > / HEIGHT TABLES EATERTOR INTERIOR EACH LOCKSTILE, LOCKING INTO NOTE 2 TABLES 1.T 13 KEEPER (ITEM 103) AT FRAME JAMB ORASTRAGAL. c] 'f� JAMB DETAIL'G3', SHEET ASTRAM-&INT3) PLEASE SEE PPLICABLE ASTRAGAL &INTERLOCK X x X x 18; INSTALLATIONETS12 AILS 'CAW &'GC, SHEETS 12 8 13 COMBINATIONS PER L ANCHOR TABLES. WIDTH -7- DLO WIDTH =g0° SILL10.125" OLD HEIGHT -DOOR UNIT HEIGHTL DEET TAILS INSTALLATION DETAILS INSTALLATION EXAMPLE: T 90" INSIDE CORNER 4 PANELS - XX/XX PANEL HEIGHT=DOOR UNIT HEIGHT-1.866° 'DW 8'Oc', SHEETS 72 & 13 PANEL CORNER DETAIL FRAM ENT. G AS3 Part# Description Material 124 Kommeding 4SG TPS Spacer System 125 Quanex Super spacer nXT with Hot Melt Butyl see this Sheet for 128 Quanex Dumseal Spacer Materials 127 Cazdinet b. Edge Spacer Ixa DU I REFERENCE TEST REPORTS: PI L-671 f, U9585 nYN CERT, OFAUIM C191Po STRUGIURAL SILICONE FOAM WITH DESICCANT +:< KODISPACE 4SG TPS llz SUPER SPACERONXTm I E.Plnuton 5/7@'NOM. SEAL -- BUTYL& SILICONE ESICCAM ROLL -FORMED STAWLESS STEEL E%T. GLASS TNT. GLASa INr. GLASS RASEAL®SPACER +lT XL EDGET"SPACER ERIES 770ALUM. SGD - LM IMPACT uwow 300.770 1 NTS 1 15 + 22 PG70730 SEAL IW uln Nr N. 88705 *: CONFIG. EXAMPLES DETAILS SHEETS ASTRAGAL HEADER DETAIL IN, SHEET DTAILS'Ll' & 18; INSTALLATION DETAILS L2, SHEET 19 'AW &'Ac', SHEETS 12 & 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE R' ILI IN MA NOM. PANEL UN HEK WIDTH TYP. PE MAX. PER SEE TABI DLO TABLES 1� NOTE 2, 7-; HEIGHT BHEETIS a b a D DETAIL'03', SHEET 18: TAILS'Gw' &'Gd, SHEETS 12 & 13 HEADER DETAIL W, SHEET 18; /—INSTALLATION DETAILS'AW &'Ad, SHEETS 12 & 13 MAX. DLO I PANEL PANEL PANEL ME PE TYPE TYPE C ,A, . CS, IDS. 'K MAX. I HT SILL DETAIL NOM. /I HEIGHT I. 'D', SHEET PANEL SEE PER ES 18; MAX. WIDTH TYP. TABLES INSTALL DLO PER NOTE 2, 1� DETAILS HEIGHT TABLES 13 SHEET 16 b SHEET512 B13, X X X X `\i'D\ MAX. UNIT WIDTH SEE FRAME 8 3 M PANEL CORNER CONSTRUCTION EXAMPLE: OXXX ELL DETAII.'D., SHE T 18:—� INSTALLATION DETAILS MAX. UNIT WIDTH DETAILS SHEET 15 (2-TRACK) 'DIN& DO, SHEETS I2&13 EXAMPLE: 90°OUTSIDE CORNER -XXIXX(2-TRACK) ASTRAGAL DETAILS 'L7'& INTERLOCK DETAIL'M', SHEET 19 JAMB DETAIL'11', SHEET 18; INSTALLATION DETAILS 'IW& L2, SHEET 19. •mil INTERLOCK DETAIL'M'SHEET I9 'Ic'SHEETS I2&13 JAMB DETAIL 'G3'. SHEET 18; INSTALLATION DETAILS 'GIN &'GO, SHEETS 12 & 13 a IP INTERLOCK DETAIL 'M'. SHEET I9 90° OUTSIDE CORNER DTAIL'N1', SHEET 18. CORNERANCHORAGE SHEET II INTERIOR EX— E� NOM. PANEL WIDTH TYP. PER TABLES X. UNIT WIDTH 1 3 /\ HEADER DETAIL'C', SHEET C/' �./ •HEADER DETAIL 18; INSTALLATION DETAILS JAMB DETAIL'H2', SHEET P-HOOK DETAIL'J'&'K', SHEET 'B', SHEET IB' , ,—�/�1 �L\./g-�SHEETS 12813 18; INSTALLATION DETAILS 19; INSTALLATION DTAILS'Jw', INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION 1.�. \\\\\ 'HW&'Hd, SHEETS 12& 13 'Jd,'Kw'&'Kc', SHEET 14 DETAILS'BW&TO, DETAILS 1W&'Id, SHEETS 12& 13 PRODUCT REVISED SHEETS 12 & 13 ss complying wllh 1M10 Mudd. MAX. UNIT WIDTH _ PANEL PANEL PANEL PANEL TVPE TYPE TYPE TYPE �R� ,L, IM, ,F, I MAX. UNIT. NOM. j HEIGHT PER WIDTH TYP WIDTH TYP. I' TABLES MAX. Y SEE PER 1S s 1� DLO NOTE 21 TABLES 1-3 X 3 HEIGHT SHEET i6 LIL a b I G X X X x r, Building Code 11oA-Ho. 77-0420.12 Ezpironon gate 02N 7l2020 By / mla�aaer ud conl.m X. IT GHT R LES 3 du EXAMPLE:OXXXD SILLDETAIL'E',SHEETIB;J EXAMPLE:XXXO SILLDETAIL IF',SHEET 18; (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS 'EW &'Ee. SHEETS 12 & 13 'PIN &'Ed. SHEETS 12 & 13 I+-- MAX. UNIT WIDTH +, PANEL PANEL PANEL PANEL PE TYPE TYPE TYPE'M' 'F' IF' 'P' M NOM. UN PANEL y HEI / WIDTH TYP. % PE SEE MAX. PER TAB —NOTE 2, DLO TABLES 1.3 1- SH�EET i6 HEIGHT X 0 —� *-; N0.6B)o6 ^- p•., O Sr ,IR wmm?` c NOCII^NGESTNISSNEEr. �T ByI �\( ciLTF� SERIES 770ALUM. SGD-LM IMPACT "111Aj1111 JRn qY N, qM PotNNbmxaS lnlC " `�f®' eMfV! em a.eVM -II—I A LYNN MIIIER P.E. 10MM4 •„a,,,asrrTo Wg Ilg .NTS 16 122 PGT0130 C P.E95NO PANEL'S RIGHT STILE TYPE PANEL INTGLE ERLOCK SINGLE INTERLOCK FIXEDGLE SnE OCKSTILE A6TMOAL ASTRAGAL gASTRAGAL. BOXING '10T C R EeO LOCK6 E 90 RECEIVER 80 RECENSITEXT CORNER 9S RECEIVER ER 136 gECEI [R TYPES OUT N WIHANDE BOXOU 60X IN W/HANDLE W/HANDLE W/HN OLE WI HANDLE W/HAND£ WIHANDLE 90 RECEI�ER W/HANDLE W/HANDLE --Ecm� Nita Imis k 1 1 p12 1N N81 Ati6 pgt llet� #61 "1 IN3a� K � F PP K L TR TQ TC TA TV TW IN6IEBT-CCK � 8 E P A C C IC SQ SC SA SV SW IN pmarr FIXESTALED RR R S FD FC FV FW PSR LDLK6TILE W/HANDLE D M J J AaTp W Q- A3TPAOAL LR _ PANEL NOTES: } lHANDLE NoxevG A! 1. SEE DP TABLES 1.3. SHEETS 6- FOR PANEL F- ASTRAG,v. ROXIN �Y LEFT QINTERIOR RIGHT SIZES B DESIGN PRESSURE. J WIHANOLE temp 2. TYPES NOT SHOWN OR OFF PANEL EXfERIDR PANEL ARE ARE NOT REQUIRED FORANY CONFIGURATIONS CONFIGURATIONS F— AGTPAGAL T STILE U STILE AND ARE NOT AVAILABLE. U) .SOx OUT pmwO (mxov6 3.00° ASTRAGALS TO USE HEAVY-DUTY STILES LU ASTRAGAL [[II IORNEft9) OR INTERIOVER 18)AND EITHER PANEL "E"SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR ESTRAGA (N118) OR INTERIOR (4120) CORNER UJ BOX �Y APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. -j V% INrc0aNER 90 LOCKsnLE RT Cl rtmp mm 4.135ASTRAGAR DDON (# 1). DUTY STILES (Met)AND CORNER AOOON (k37). J LLI wl HANDLE &120 EX""HER SILL RISERS OPTIONS 2w- z Q n• 90 LO..S-E W)HANDLEpII EXTCORNERC6 90 RECEIVER tJ'}T- /•� AaL QT CT /� ( lS ��ii CS .2ffi" r-.Y02' EXTERIOR 232" EXTERIOR EXTERIOR 062. PRODUCTREVISED ��w��� a O6T, `r~ '8�• 4.065' catleW '17.041'0.'12 W/HANDLE 1#1118% INT CORNER 96 v 4'' 1.68r 2.555' 9305' Nca1n0 NOA-No. EKpirotlan Data 02M7/2020 90 RECEIVEW AT AS DF 062 HANDLER 90 RECEVER I�1B 90 RELENER /'� {,�F LJFLUSHSER�AT' 2g LOWRZSE/2R^FLAT y Mla PtoNuc ontrol OMEDIUIME3-1/4'AT 2i HIG_H�_4'ER FLAT 6 EXTCORNER 36 RECEVER TCORNHE pg INi CORNER i 36RECENER VT WT VS WS VF V WF EXTERIOR+ 1�— 750 h'—.i60" .]60• EXTERIOR I EXTERIOR ago? ".am. a 082" a 4A55' W/HANDLE p5 111111�����������SSS gg2„ zu 3.305' 6, \11111111I1/l/ 1 Bar p F' 8SILL RISER, BDXI" 821 SILL RISER. BOX SILL RISER, BOX. BILL RISER, BOX 23 25 �I.] Na 56705 - MEDIUM, 3d/4" HIGH,4" FLUSH.1.12" LOW, 2-1/2• _ � *_ • NOTVALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 IF tOMTEGiNOLOGYORNE %�.(L•., a TE - KLEWLF, FL ons PANEL TYPES '.,RSS. /VALA,: NAL1ENt`` JR 09 07 e' C NO GYWOE9THIS 5HEET. CERT. ts'AuiN,m92s6 SERIES 770 ALUM. SGD-LM IMPACT py; JR fOHWf9 'nth °MeAiG NiPR'enneMA4£e _ ® °°+^M+.�' ^v` e.`�°a" A. LYNNMILLER PE. aGo-nO NTS 17 v22 PGT0730 C PED 63105 ASSEMBLY DETAILS (SEE SHEETS 1244 FOR FOR INSTALLATION DETAILS) 1V OF JAMB .. G1 5 G3 2-TRACKJAMB 2-TRACK JAMB PVLONG CLPp—T 105 WIRETAINER4100 MIDSPAN (SHOWN WITH jE�E4RIORlW (SHOWN O OPERABLE PANEL) FIXED PANELTO THE INTERIOR) 1' V LOOKPA@ 113 TsalOn rI EXTERIOR V 12a FULL LENGTH OFJAMB Y-TP#10 JAMB2WISGRJAMR RETAINER #123 CLIPNe0OR NERt12;Q— as (SHOWN WITH (S FIXED PANEL TO ?R(E�) THE EXTERIOR) n121W/SCREEN DETAIL ON SHEET EXTERORSEE 15 121 SEE DETAIL ON SHEET I5 EXTERIOR a TRACK 24RACK W/SCREEN 0 FRAME SILL ' OEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1.3; SHEETS 6A FOR DP (PSF) ASSOCIATED WITH STILE. 108 FULL PANELJAAB LENGTH ANq 'f BOOR 61 10fi T-R11 1> BOOR 61 19 5 5 SEE DETAIL GI FOR FIXED OCK p T 80 PANEL CLIP VYSniSEE DETAIL G2 103 FOR FIXED PANEL CLIP lT fi0 OR 61 R rLEXTERIOR fLEXTERIOR VI- EXTERIOR V 3-TRACK JAMB 3-TRACK JAMB 4-TRACKJAMB 4-TRACKJAMB R1 (SHOWN WITH ®(SHOWN WITH N (SHOWN WITH 12 (SHOWN WITH OPERABLE PANEL) FIXEDPANELTO FIXEDPANELTO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) E%TERIOft a 9-TRACK F FRAME SILL PRODUCTREVISED as co GO1yg wIN the FION4a R8a MAX. UNIT xOA-xo.Ye 17-0420.12 HEIGHTPER TABLES 1-3 E.Pl. M. Data00211712020 \\\1111111111// T} j M0. ser6s ONDETAILS %;cSS;' �oRIDP,: •G�` 4. SGD-WINDOW-LM! N•"�R' A. LYNN M4LER, P.E. 18 +22 PGro12B C P.EY69>O6 ASSEMBLY DETAILS (SEE SHEETS W2 i,t FOR FOR INSTALLATION DETAILS) //5 4 INTERIOR ei 118 ne 63), n la) ] 11 H3 Il EXTERIOR J e EXTERIOR U 6T V --L EXTERIOR I—J ee 113 108 11B �E%TEH101 u WITH BTANROSTILEs no DA WITH AS VY-DUTY TILES 961 Nt 2TRACKS CWNNER EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR(BOX-IN) INTERIOR V EXTERIOR 135' INSIDE CORNER 0 2-TRACKSHOWN ®135' OUTSIDE CORNER 01 2-TRACK SHOWN INTERIOR (<)INTERLOCK v^ 4 ' ITEM (HEAVY w= 66J l j -`4 ] STILE)SHOWN, ITEM #60 (STANDARD STILE) ALSO CORNER APPLICABLE, SEE TABLES 0290-INSIDE N2 2-TRACK SHOWN -TRACKSHOWN 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. PRODUCT REVISED as co gg with lee FIodd. IN'31 n81� lo OCM PART T5 & te]-11 NOA-No. 17-0420.12 QINTERIOR * : No. 2705 ww cERr. oFnuTN.axnvlt SERIES 770ALUM. SGD-LM IMPACT "//11"^1T� JR EObMi�l] C NO C/WJOESTHISSHEEI. [mmwnmm� pypyp y,, on.e or.Arnc A++ A. LVNNMILLER,PE. w-rro NTS 19 122 1 PGTO130 C P.E.1TWO5 JR 1WiW1S _ _ _ _ �orna»csEnxa _.. Item DwGT# POT# Description 1 1730 017M 2-TRACK HEAD 2 173M 617303 &TRACK HEAD WIRI SCREEN RAL 3 1T30 01]9(19 &TRACK HEAD 4 IM12 017312 4SHACK HEAD 5 IM14 01T314 FRAMESCREWCOVER a D317 61MV FRAIAE HEADIJAMB ADil ' 7 173N at7304 2-TRAO(SLL 0 Ina] SIM01 2-TRACK BILL WIRI SCREEN SAL 9 IT3N 611307 &TRACK BILL 10 11310 ainut 4-TRACK BILL 11 MRS 61T313 FRAME BILL TIUCK INSERT 12 17315 61n15 FRAME SILL SCREEN ADDON(SEE NOTE 3) 13 17310 61nia FRAME SLL SCREEN ENOAODON(SEE NOTE 3) 14 MOB SIM 2P!14M MB 15 T/3o2 617302 2-TMCK.NMB WUH SCREEN RAIL 18 1mM Sinai 3.TRACK.WAB 17 Inli 611311 4--MCK"a 18 173M 61=2 SLLRISER - FLAT, FLUSH, 1-10 19 17319 017310 SLLRISER-BOX FLUBN, I-V2' 20 lint SIMI SLLNISER - FLAT. LOW 2AY 21 17318 817310 SLLRLSER-BOX LOW, 2-12' ?? 1]355 817355 SLLRLSER-FIAT, IAEODM, &1/4° 9 17354 BIMN SLLRISER-BOX MEDUM,3.114- 24 In" 617323 SLLRISEA-F1AT,HGR 4' 25 D320 61YJ20 SOLRISER-BOX HDN,C 20 InCO (17333 POCKETP4106K 27 70M 67070 NEOPRENEBULBWSTPFORPHDOK 28 17334 SIM4 POCKETPHOOKMOUW 29 f7335 BIMS P4 OK(=ER 30 17348 BR348 POCKET PHOOK FOR BOXRLSER 31 MRS aims 135 CORNER 32 MIS olme 135 FUE) MOUNT REMS 4083 PRE SCREEN PARTS: 40 4319 61=58 SCREEN SIDE RAIL -LOCXSI6E 41 ?LWKWGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8162 68152 SCREEN INTERLOCK AaAPnR 44 44M 84428 SCREEN DOUBLE NRRLOCK 45 4317 SIMS5 SCREENTOPRAIL 46 4318 817257 SCREEN BOTTOM RILL 47 659 _ 7SW STANDARD RO 1cu 48 Wal 7SRAX S7ANDARDROLLER-ST.STL 49 43N MU4 SCREEN ASTM[iAL 50 17N9 61n49 OM SCREN ASaUGALAOAPMR 51 16N 6102 SCREEN SPLINE-.IW 52 ism 61-4 6lJIEEN SPLINE-.1- 53 81010Q0 SCREEN CWTH 51 I UM IPC X 4'% 111B' SET. BLOCK, NEOPRENE 0 IM 65 1 17M i-X4- X IIIW SET. BLOCK, NEOPRENE W 114 Item DA. PWOT# PGT# I Deseliption GO 17325 017325 PANEL STILE a1 17326 BMW PANEL STILE MEAW D1TY) 82 17327 617327 NIERLOCKADAPNR 63 ins SIV248 VINYL BULB WSIP.-THN(NSIDE eRMI-OG() 04 1729 717M TICE ENDWEATIERSTRP PAD 65 In2B 017228 NTERLOCKSCREWCOVER BT Inv 817329 ASTRAGAL 68 inn 817339 HEAW OUIYABiRAOAL 69 1T324 017324 TOP S BOTLOLI RAIL 70 Inso 4173W YJFAIHERSiRP EJOENSDN(WE(YR)N MOWED) 71 1095 716Z FWXl' XW HIGH FIN SEAL OUSTPLUGS 72 SIM 7B153X WWDEM ST. STLROLLER ASSY. 73 SIM T81MM IWUU NYLON ROLLER ASSY. 74 SILICONE DOW4199, 00W-995 OR C£-7700 75 881 781MX UNINI MORWE 3PLY DUAL LOCK WRONG TRIM PLATE l6 7ROZOFPFX 9l(FW X V FL SS SCREW WI TYPE°F'W 77 71=9 W2 STEEL LNC"a 79 17357 817357 1.10 BEAD SO 17359 69359 7116`BEADIFOEDPANELCLP at 17360 617360 9116'BEAD 82 1224 W247K YNYL BULB WEARIERSTRP 83 61745 1745 LOWE NG VZ'X I116' SGL SEE MR. TAPE, POLYERI. too =2 48052 ROLLER AM HOLE PLUG ' 101 n&V 3AMBBWPER 102 1690 71M WSTPLUG 1M 8108 701BGX PKEEPER IN (W ISOKEW SCREEN LOGKKEEPER IM 173M 617344 FDED PANEL CUP-W LONG 1M IMS2 617352 NrWPANELRETANER-WIW iDT 1T39 71739 HANDLE KR- HTERDR RAGED WIRI THUMB TNW 108 1740 W40 HANDLE KW- RAISED SURER HANDLE 109 1731 MUSS RANDLE KR- RECESSED INTERIOR WRH THUMB TURN 110 1732 78176 FANOLE KIT- RECESSES WERDft PULL 111 I10104PPS0A% tl10 %3Po' PR-PN. TE H - SS. 112 1235 67S10 YGW_210 X.170- FIN SEAL- 113 1712 64086 .TOT"30rftJSEA_ 114 TIO%115PPX 81oX1-1PJ' 115 71WK 410X1' 116 n=X 9144OX I- S.S. 117 ]20X112X 044aXIAMS.6. 118 Into 51=16 90DEGREECORHERRECEIVER IS) 1T337 BIM7 WDEGREEOMIREWRNIRASTRAOAL IM 17MO B1D33B MDECRENSBECORNERASPRAGAL 121 17MZ 61IM2 FOEOPANELRETAINERW NO 4YMNGE3 EeS SHEET. LZM.OFAUIH A1B29L NOTES: 1) ALL ALUMINUM = 6063-TB 2) ITEMS # 33-39, 56-59, 66, 78, 84-00, 121 & 122 ARE NOT USED AND ARE - NOT PART OF THIS APPROVAL. 3) USE OF 02 OR #13 REQUIRES MIN. #10 EMS OR 3/1W MASONRY ANCHORS @J 24' MAX O.C. PRODUCT REVISED de tomplyingg With the Florida 40 o8 CoBa xcA-xa. 17-0420.12 * No. 58705 JR 10'id14 1 WARom IV� I� I I� Imo'~ I� I A. LYNNIILIER P.E II s9O NTS 20 s 12 PGTO130 C P.E'==5 5.089" 1�- 8.682° p p o oea° 1 211° i 1 1.50s" 0.081° Oi 2-TRACK HEAD �rllJl��L to 4-TRACK SILL (6063-T6 AL) (6063-TOAL) 6.198" -y 1.21 777-ml' 0.081' O2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 0.526' 0.080° -j 1.505" O3-TRACKSILL (6063-TB AL) 7.105" 6.221" 0.060" 1.211" 1.505, 0.081' O3 3-TRACK HEAD O2-TRACK SILL W/SCREEN TRACK (6063-T6AL) (mu-ToAL) 9.142" 4.49" 0.060" 1.211' 1.506" 0.081, Oq 4-TRACK HEAD 02-TRACK SILL (6063-T6 AL) (6063-T6 AL) 1.990," 0.062' LT 1.260' 0.532° 0.760" 0,060° 1.516- 1.990" ADD -ON AME HEADIJAMB SCREEN 12 A FRAME ILL SCREEN 3 FRAMES�N SCREEN (6063-T6 AL) (6063-T6AL) (6063-T6AL) REQUIRES MIN. 410 SMS REQUIRES MIN. 010 SMS OR3116°MASONRY OR 3/16"MASONRY SEE SHEET 17 FOR SILL RISERS. ANCHORS IN 24' MAX. O.C. ANCHORS ® 24' MAX. O.C. NO c0+r, oPa ®zazse 2-TRACKJAMB W/ 15 SCREEN TRACK (6063-T6AL) 18 3-TRACK JAMB (6063-T6AL) rew EXTRUSIONS SERIES 770ALUM. SGD - LM IMPACT Mm sca77o NTS 21 n 22 POT0130 7.36" 1.872" - I1.OIT 0.062° 0.081" OSCREEN STILE (6 663--TO AL) 6.069" 1.04W 1. !;3 0.062" O14 2-TRACKJAMB SEE RN TOP RAIL (6063-T6AL) (6063-T6AL) ST 4-TRACK JAMB (6063-70 AL) re- 0.675" y I 1.993" L -- 0.062" GSCREEN 96 BOTTOM RAIL (6063-T6AL) PRODUCT REVISED asOEIngIYinit with the Ronde d. No". 17-0420.12 * No. 58705 ,nnm• XLYNNMIU P.E. P.EL 58I05 0.062' 0.2W J OFRAME SCREW COVER (6053-T6 AL) -1 o.e3' I 3.BD2' --+� 0.752' 0.574- 0.080" 0A75. tt SSILLTRAz0 P-ROOK (8063-T6 AL) (6083-TB AL) .155• - 2.30 0.080' -1 CLi 0.830° 1.974' --( I 244' �I 31 135' CORNER (6063-T6 AL) L488' .080" 1.870. 3z 135' FIXED MOUNT (6063T6 AL) j-� 3.979' 0.075" 1.64V O.t25� 6] STANDARDASTRAGAL (W63-TO AL) 2.304' 0.752' 0.796° 0.062" 0 �3. 0.062" P-HOOK MOUNTING P-HOOK SCREW 28 ADAPTOR OCOVER (6063-TEAL) (606346AL) 4' 0.062" t125i 0 3 ea STANDARD STILE 7e063-T6 AL) 3.802' 1.163.1 0.885° 0.081 00 PJ100K FOR BOX RISE (8083-T6 OR Imo-- 4" 1.130' ~y 0.133" 1.600 1.303" 0.062' I-� F+- 3.125' 6• 0.062' •)I_0._3I[25' 91 HEAW O YSTILE 42 Ao;ERK OSCREW COVER (6083-T6 AL) (6063-T6 AL) (6063 T6 AL) 0.281- -+I 1- -- O HEAW DUTY ASTRAGAL 6B TOPIBOTTOM RAIL (6083T6 AL) (6063-TEAL) 1.003" 0.757 0.050' 0.080° I 1 FIXED 1D5 BPANEL CLIP 0.709• (6063-T6 AL) .550" -y Imo- I 1�- 0.709' FIXED - FIXED PANEL RETAINER. 7/8' 0.080• (6063-76AL) WFIXEDPANEL . 1B6 RETAINER. 9/16' (6063-TEAL) 1.060, (� 7.050' (-- 1.050' .289" I .e]il- 1�fl .4f6' 8 045" I� 045- ]B REAAO(IG) 0Bf1EA0. FU(EIDG (DO (6063-TEAL) PANELCLIP (6063-TB AL) (6063-T6 AL) 4" � I 1.498' 0.133' 498' "L L 5.621' fle 90' CORNER RECEIVER (6063-TEAL) 119 9D" OUTSIDE CORNER ASTRAGAL (6063-T6AL) DFR]. OFAUln.allsa 5.621- 0.133" tz0 90• INSIDE CORNER ASTRAGAL (60B3T6AL) B6D-]ro I NTS 1 22 • 22 1 PGTO130 PRODUCT REVISED 35 plYIn9 vlN the Fiadtle 6n1141nD Cptlp NDA-Na 17.0420.12 Dnphatlon Date 02/1712020 * ,] No. 68705 ' TEO SAONAL E�G``• PFA507ai