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If64 osg5 REVIEWED FOR CODE COMPLIANCE M®�E $T. LUB®CC IJI�ITY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 .SCOPE: OUANNED BY St. Lucie County MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or water' le building code. This product is appr as described herein, and has been ed to comply wr a Florida Building Code, including e High Velocity Hurricane Zone: DESCRIPTIOIO)\eries "SH7700A" Aluminum Single Hung Window—L. APPROVAL DOCSingle Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the ami-Dade unty Product Control A royal stamp with the Notice of Acceptance number and proval d Zill unty Product Control Sectio . MISSILE IMPACT RA G: Large and Small mpact ResistantLABELING: Each unit shall be anent lathe manufacturer's n logo, city, state, model/series, and following statement: "Miami- a o pproved", 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 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 Manuel Perez, P.E. NOA No. 18-0430.06 g11�1�$ Expiration Date: August 23, 2023 Approval Date: August 23, 2018 Page 1 File Copy PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6t1 Edition (2017), dated 04/23/18, 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). v Manuel ez;FE. Product Coutr Exa uiner NOA No. - 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6tn Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, P.E G. OTHERS 1. None. Manuel Per .E. Product Control Etanyrier NOA No. 18- 0.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-2 ..�.w .................. ,.w,� �... .. ,w.� ,.. �..� r r„v....vr 1) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WRIT THE REQUIREMENTS OF �17-13/18'MAX. O.C.( ]\ DESIGN PRESSURE RATING IMPACTRATING THE FLORIDA BUILDING LODE, INCLUDING THEHGH VELOCITY HURRICANE ZONE(HV11Z). I& VARIES PER GLASS TYPE, IARGEd SMALL MISSILE SHUTTERSARENOTREQUIREDWHENUSEDINWIND-BORNEOUTB REGIONS. FOR SEE SHEET52.5 IMPACT RESISTANT IN INSULATED GLAGG INSTALLATIONS ABOVE 30' IN THE THE OUTBOARD LITE (CAP) MUST BE TEMPERED, USE ONLY GLASS TYPES 3, ], 4,130R 15, ,13O 3) FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY. USE ONLY MIAMIDADE COUNTY APPROV(17-tld WERE 17 Y4 BUCq 173/4" ' r e- 'MAX. (g" 52-110'MA%. BUCK WDIH 5"MAX.O.C. r rf1 1-11/16°MAX SCUWEENPINE,MASONRYANCHORS.CON RTE MASUSEOFORANCHOREVALUATNDH SOUTHERNRINE, ASTMC90 CONCRETE MASONRYUNITSANO CONCRETE WITH MIN. KSI •SEE OC. '�Cq p, SEE - I PERANCHORTYPE. SxE 00.9` � SHEET IO 1 I I 1 4) ALL WOOD BUCKS LESS THAN I-112- THICK ARE TO BE CONSIDERED IX INSTALLATIONS. EETSe&9+ I SHEET IO+ I r IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SUCKS DEPICTED AS a ARE 1-10' THICK OR GREATER WAND a SUCKS (MEN USED) EQUALLY SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TOTHE STRUCTURE. SPACE WOD OD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, ANCHORS PER 1 T-LE588] OR ARCHITECT OF RECORD, (AOR). O 17-Yt6' MAX. O.C. / 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR _I —'— I 83" STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. TI MAX, INSTALLAVONANCHORS SHOULD BESEALED.OVERALLSEAUNG&FLASHINGSTRATEGY 12JVO C. T BUCK FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERSAND IS BEYOND 1J T X' Ili HEIGHT THE SCOPE OFIHESE INSTRUCTIONS. EO Y6PAc6D I / HEI HT12A HORSPER / D.C.6)114"MAX. SHIMS ARE REQUIREMAT EACH ANCHOR LOCATION WHERE THEPRODUCT IS TBLES6&7,/NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5'i /7) DESIGN PRESSURES: (S-�B IQO.C.CA NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. 1 B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE, STRUCTURAL& CYCLE T e xOANCHOR6wT SILL . D� 1 TESTING AND GLASS PERASTM E130D, i C.DESIGNLOADSAREBASEDONAUMW LESTRESSDESIGN,ASD. 53-118- MAX. TIP TOTIP WIDTII 1' EPNOTCH 4.111ITMAX: J-I ^YC 1-w 0) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOAOS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE, THE 3&1A%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD, ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET WE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THEAUTHORRY HAVING JURISDICTION. TEST REPORTS FTL 1&7835.1 & 18.7n&2: ELCO ULTRACON NOA. ELCO NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. L ALUMINUM DESIGN MANUAL TO BE REVIEWED BY BUILDING OFFICIAL +j WIDTH ��- mm i'� --I WIDTH ;- -; T O O T O x 1 RECTANGULAR WITH / � EQUAL LIVE SASH � RADIUS -TOP WITH PROVIEIN SASH x i x 1 RECTANGULAR WITH � CUSTOM SASH ALLC ES WITHA SA HCONFIGURATIONS ARE APPROVED.SHAPES MAV OE BVI CRI NGTHESHAPEINABLOCKANDOBTAINING DESIGN PgES ES AN ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOIQNGSHEETS. TABLE I: ALLOWABLE GLASS TYPES let. Type Dowd tion NMad Bom EX6lrior to Inlerlor) DP Table 0 1 1/ "AN, DSW PVB, 1/8"AN 2 2 IV LIG:IIB"AN CAP, AIRSPACE, 11WAN,.0ST PVB, 118" AN 2 3 tYIV UG:1/B"TP CAP. AIRSPACE, 1/8!'AN,.D90' PVB, 1/TAN 3 4 11W HS,.C90' PVB, 11W HS 4 5 WlV AN..M PVB, XlW AN 4 6 1Ytfi' LIG: Y16° AN CAP, AIRSPACE, 11V AN, MV PVB, UW AN 4 7 13/16' UG III V TP CAP, AIRSPACE, US" AN-C9Y FVB, 1/B" AN 4 B NIT AN, .090'SG, 3/16'AN 5 9 Y16' HS,.D9O' SG, WIT HE 5 10 1Y16- LIG: 1/B• AN CAP, AIRSPACE, 118' HS, .090° SG, 116' NS 5 11 1Y16'LG: 1/WANOAP,Alt PACE.WIVAN,.09D'SG,W16'AN 5 12 1Y16" LG: 1/8" TP CAP, AIRSPACE, VB° H5, .090' SG, 1/8" HB 5 13 1Y16"LG:1I8"TP CAP. AIRSPACE, Y16"AN, .09D'SG. Yt6"AN 5 14 1Y15' LG: Y16' AN CAP ,AIRSPACE, 1/S' HS, .090' SG, 1/8' HS 5 15 1Y16' LIG: Y1fi' TP CAP, AIRSPACE, 1/8' HS, .O9p' SG, 1/B' HS ' S CODES/STANDARDSUSED: •2017 FLORIDA BUILDING CODE (FBCL 6TH EDITION •ASTME130009 •ANSVAFBPA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI Sl M12 -RISC 36010 ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL-LITE CONFIGURATION 1) DETERMINE WE SITE SPECIFIC, WINDOW OPENI1G5 DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR OWING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2.5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR OUANTIIY FROM TABLES 6 & 7 4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION, SHEET FOR EQUAL LEG INSTALLATION OR SHEET FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEGIBOX). SG=KURARAY SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. PVB= KURARAY TROSIFOL® PVB INTERWYER BY KURARAYAMERICA INC. AN ANNEALED HS = HEAT -STRENGTHENED TP=TEMPERED 1 m Y > z Ln K aa O N O O Zm w o SBj `es n IM U d O IM R0 p ~ W ... S. F > ¢ �a ozpl V Z z 0— D = W O ® J b ^ 2„x5 O < $ � � Z J O z o Ez O JZ W x N * No.5&705 GENERAL NOTES...... ..... .............. ... ._............... 1 DESIGN PRESSURES I GLAZING DETAILS....... 2A 'p ANCHOR QUANTITIES ......... ... ......... _...... ..... ...... 5-B %". STTEOF INSTALLATION, EQUAL LEG. _......................... 0 'iFSs-�ORI ' INSTALLATION, INTEGRAL FIN ............................9 ''ALE EXTRUSION PROFILES ......................................... 10 ASSEMBLY & PARTS LIST .................................... 11 A. LYNN MILLER P FGSP7rt5 IN. Sole DexnWm b G6aI Fees Sash lti6N ReBe(1 - Design Pressure(IbsKe) for Glass Types 1&2 +TmI IT 3S I IT 1JT1 41 4Y IF EBwHM1e 12464 +65.0 40.0 In ADD -MD AID ♦55.0 AGO +65.1 40.0 .50 ADO E91e4te 15.ON In 400 165.0 20.0 +00 -80.0 In ADD 165.0 A00 •65.0 ADD IUD ADD •65.0 AD0 31• SIaNBN Pzr Bzz 129M-MOO IWO AD +610 ADO +6S.D 40.0 46£0 400 155.0 ffi0 +UO ADD ♦6SD AID +00 ADO SNte51 12454-129Ri ASO ADO +no 400 ♦no ADO +MD ADO •65A A00 +651 ADD +no TOO •65.0 ffi0 E,ozHu, 19652 +UO AD •BSO ADD -WO ADD +Sao ADO •65O ADD +[SO AD •NO ADO •650 ADD 51aMBa POW. 15944-19651 +65.D A00 +6SD ADD ♦WO AD .65.0 AD +650 AD +[SO ADD +650 AD •55.0 ADD 36L8- Custom Sue 15.131-15.943 I5D A00 +8£D ADO +UO 4DO +65.D ADD +65.0 ADO +SSo AD ♦UD AD.O +65.0 40.0 CU51an SUB 14.131-15.130 +65.0 ADD +65D ADD III ADD +651 AD +650 ADO +NO ADO In ADD +65.0 AD slvlmt 12464-14IV +65o ADO •650 ADO +65A AID ♦650 AD.0 U'O AO.o .6&0 40.0 ISU AID In ADO EgUzAt. 22964 W10 ADD ♦UO ADO •65O ADD •65.0 A00 IWO ADD -No 410 +No Ao.O In AOO Cm. Size W131-Man •650 ADO •650 A00 •65.0 40.0 +65.0 ADO +65A ADD •51 ADO +U0 ADO +650 AD SzWUUl PIB.. 105"-20IM +UO ADD •6SO ADO ♦NO ADD ♦65o ADO +BSD FAD +6SD AID +U, ADD •650 D0 45' CLz10m Size 16131. 18593 +650 AD +65D ADO +NO ADO +6SD ADO 165.0 All •550 ADD +650 .0.0 +650 ADO CUIM Size 15131-16.IN +UO ADD +650 ADD +NO ADD 1650 ADD +65.0 ADD +650 ADO +65.0 ADD +65.0 ADO Oaloo BUD ta.131-151b +650 ADD •650 AD In ADO •no ADO +65.0 ADD +650 ffi0 +650 ffiO +65.0 A00 SM1YtOt 124U 14.130 +650 A0.0 •650 ffi0 4SiO ADO +650 ffi0 •650 A0.0 +65.0 AGO •6SO ADO +Wo AD0 EPz9Na .SH no AID 1650 ADD •65A A00 +65.0 ADD •C5.0 20D -Sao ADO +no 40.0 +6SD 400 CUalIXn Size Y1.131 -2IY3 +550 AO 1850 E30 +F5.0 ADO +65.0 A00 +65.D E0.0 +65.0 ADD +no ADD +660 ADD SlerhaN PmFex 21194-22.130 +55.0 ADO +65.0 A0.0 Inn ADO +65D AD -650 ADO +Sao ADO +65A ADD UI A00 4Y CmtOm Size 18131-MlQ3 -551 ADO -650 400 +no ADD ♦651 AD 165.0 ADD +WO ADO +DSO AOA +650 ADO Qoloe Size 16.131-18IN +65D ADO W50 A0.0 4UO 400 •65.D AD •6S0 ADD +no A0.0 +650 AD.0 Ino ffi0 Mton Size 14.131-16.IN +650 ADD +6£0 ffi0 +no ADD +65.0 AID +65o ADO +65.0 ffi0 •650 AD.0 In -226 S..t _ 12464. 14.130 I D AOO +650 ADD +no ADO +650 oo •65O ADD •Doo ADO WO ADO +Uo -nt ETreHl1e 25.2I! +[5.0 A0.0 +65.0 -00.0 +W.D -60.0 +65.0 A0.0 +650 A00 +85.0 AO.II +610 -0DO +650 A00 CUVBD Size 2A.131.25.tM +65.0 ADO +85o NO 165.0 ADO +UD A0,0 -no AOA +0..0 ADD +650 -wo +650 ADD e SUMVJ PmJex 20.fiW -20.130 +850 A0.0 +G50 ADO +65.p ADO +610 AOA +[5.0 AD +650 A00 •WO A0.0 W5.0 ADO F rAyB- Gaston size ZI.131-AB4J +65.0 dD0 +650 ADO •65.0 ffi0 +65.0 AD +650 ADO •650 ffi0 +650 AD +fi5.0 NO Cmton Sze 18131-MIN +650 ADO 'Sao AID +65.0 ADO +650 ADD +650 dOo IWO ADO +no ADA +650 410 OAIOm Sue $.1J1. IS In +650 ADD 455.0 ADO +65.0 ADD +65.0 A0.0 +6SD ADD 100 ADO +65.0 -NO +55.0 -T26 Cmtan S'¢0 W.13t-161311 100 ADD +650 -No +6£0 ADO Ono AO 1660 ADD +650 ADD +55.0 ADO +65.0 451 12464-14130 +650 ADO +65.0 ADD +610 ADD • + A AD. 50 ADD -00 ADD) -no -739 E"41 31.W¢ +65.0 40.0 +550 AD.0 +no +650 ADD •6S0 40.0 ♦ O 400 +6SD AID +610 ADO .vn Sze w131-31963 -No AD •6So ADO .fi50 ADD •W0 ASO +6SD mo •650 -Tl5 staLL OPiUl. 25.794-25130 .UD ADD +850 ADD +65.o ADD +65o ADD .650 40.0 .6SD 40,0 +no Ao.D 1650 -739 CUSIzm SUB 24.131-25193 165.0 ADD +65.0 AD +65.0 AD -650 ADD *no AO.o .650 ADD +no 40.0 +650 4z1 ClAtem Size 22131-24.110 +65A ADD +65.01 ADD IN ADO 1659 NO +650 400 +65.0 ADD +6SD -79.8 +S5,0 -7D5 Cmlzo Size W..131-Y1130 +no ADD +65.0 ADD +65A AD •550 ADO -NO A00 -650 ADO +6SD -P.1 •65.0 ADA CUP=Sue 16131-MAW *Sao ADO +WO ADD +65.0 AOO +650 ZOO 4650 A0.0 •65.0 ADD 100 -754 11no -%5 Onlml Size 16131-lam +nO 450.0 •6£0 ADO +640 AIO +BSA ADO +6£0 ADO +55.D -711 •6SD 73.8 +647 442 SDotmt 13194•-16IN +W.D ADD +SSO ADD +65.0 ffiO ♦65O ADD +66D -759 ♦ND -ne .6£o AB.z +sz3 Az3 EcuawtO M864 ♦R5.0 ADO ♦NO ADO +6511 20.0 -650 AD +85D AD •650 ADD +650 ADD +650 -739 CNIGm Sue 35.131.UM +65.D -NO +650 ADO +UB ADD 465.0 AID +650 ADD AD ADD +650 40.6 +650 -216 ORiwn Sue 34.131-361:N1 +850 ADO +65.0 AD o -no ADO +65.0 ADD +Sao AD.0 +65.0 ADD KSD -"n.9 •650 A94 M` S1Y6vd Pmiw 50.994-34.13(I •85.0 A0.1 +650 A00 -no ADO +650 Ao0 +650 200 +Sao A00 +6SD -7S4 +no ADS Oaten Sue 30131-319A +R. O- •650 d10 +WA -0 +no AOO In A0.0 +6SD 7D9 •no -T4.6 •UO ASS Cmtpn Ste 28131-amim +65.0 ADA •W.0 Aoo +6SD A00 -No ADO +DID 79.1 AaD 753 .50 71.9 108 A38 Sweet 126.194 -28.IN +650 ADO +65.0 ADD +650 ADD +65.0 ADO •00 75.9 +65.0 718 +65.0 681 +62.3 A23 So 4il0 42464 I50 NO ISO ADO +650 ADO +650 80.0 +65.0 ADO +850 AD I50 -T.9 +65.0 A94 fir Cuelvn Sze W.131-4Z4 I50 ADO +no ADO -no ADO I50 -No +NO ADO +DID J89 I50 74.6 +W.O AS6 BImLLsE PmUex 34.194•-38130 ISO ADO ♦650 &IO •650 ffi0 +00 AD.0 +650 -259 +00 -718 +650 A9.2 •62] A2] •MINIMUM SASH HEIGHFFOR FUW GEO WINDOWS la TIPTO To HEIGHT-41NI MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS HL BUCK HEIGHT-40.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT. 48806 MINIMUM SASH HEIGHTFOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT-48BOB - GUSS STACK 1 erE m: GLASS TYPE + (0es- / - g (D - 0'-' Do W yY C] s N Ni ON i olD K Q O J �m Z ZLL O0 w O O UUo D FZ p h2 J wD .aN 9M0 >W .. {2 O� F O FF O Z m Z Z LL O _0 ® W &' O Z IVVS � N a CD J O % ¢I 'asap sa.n5 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT T FROM ME TP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. ""j "ONAL 1E11'1111 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEKT AVAILABLE SIZE. AN=ANNEALED 3) FOR RADIUS TOP WINDOWS, FINOTiE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOWWILL COMPLETELY FITWITHIN. TP=TEMPERED LIfR, PE. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAKIMUM POSITiE DESIGN PRESSURE OF PER NEGATALYNN M VE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED NN TGRI F 3 B Salty Oa bG_R RN,e ry S�6 Htly! RN TN) Design Pressure(IINS e) for Glass Type Tip W TP W00i iC 1 zs 3r 3r 1 n• ds' dr 0-us N' E,Il41b 12.464 .N.0 410.0 -65.0 ffiD .ND MO +65.0 40.0 116501 400 +65.0 AO.0 +NO I 4a0 +6501 NO E�4ite 15.9m .ND ffiD +NO 4o0 +ND AOD +65.0 40.0 +65.0 10.0 .SSD 4p0 +16,01 40.0 +05.0 NO 31' Som Pmiex IZM-15.963 «65.0 AOD +fiSD d0.0 +65.1) d0.o +fiSD Zoo +fiSD NO +6a) 110.0 +No d1) 0 +650 WO SN't.1 11QA-1Z993 +N.o ffiWo .N0 I do0 +N.O ffi.a .60.0 400 .No AaD .6&0 ffi.O +No 4100 +N.D ffio EqN to law .no wo wxo d&o 4N.o AD.O .N.o 400 +No 40O .NO 40.0 40,0 A0.0 .No ffiD Swe Pmm law .19.651 +65.0 A0.0 +ao da.0 «650 Aa0 KSO N0 +NO daa +N.0 ffi.0 +N0 -wo «6s.0 2p0 3 W CM.Sk. 15,131-15.M +00 A00 +650 no +65A N0 +fiSD ADO +fiSD 400 +65.0 Ia0 No mo +fiSD -xiS CW0n SIN 14.131-'&IN +65.0 AOD -65.0 NO +8&0 A0.0 +650 4500 +6iD d00 +65.0 30o -WO 40.0 +65D d1.0 S..t 12.464. 14.1W +6&0 ffi.O .65.0 A00 K 0 A00 +WO 400 +NO 4&O +no 40D .No 400 +NO d&0 Epdtite 22954 +fiS.D A0.0 nD -m.0 +651) A00 +650 Aa0 +fiSD 45a0 -NO 40.O +ND ffi0 +65.0 Aa.0 C .Sae A.131-M9w . N.O ffi.D .6sD ffiD .NO 4&0 .6&0 ffiD .fiSD 4aO 17M 40.0 .No ffiD .650 do.o st,maa Phew I&694-20.1W .fis.o ffi.a .N.o 40.0 .No aD.0 «No A00 .ss.D eao .NO 40.0 +Na 400 .N.o ffiD 45" CIIIm 6Re 16131. 1&543 +0 6& E0.0 +65D Aa0 NO 4a0 +fiSD A00 «65.0 d0.0 +65.0 40.0 fiS +D A0.0 +C3.0 &1.0 QnWn 3ha 15.131-16.13D Kno d0.0 -0.0 40.0 -55.0 A0.0 «fiSD 400 +no 400 +00 w0 .,a d3.0 +65.0 M D Clnlvn See 14.131-15.IN +6iD A0.0 l'N0 ffi.0 +BD.O -wo +65.0 N0 NO da0 +65.0 2 o ,N0 ffiO Itno AUO Sro1eSt 12. 6 -MAN +ND ffiD 100 ffiO +No ffiu +MO ffiD +No Imo +610 4a0 .No Io.O 4N.o ma EwN . 2aes4 .No wo .ND 40 0 -no 4o0 +No Aoo .B&O Ana 'no 4p0 +ND 400 +00 40.0 Galan S.4 R.131-N.9N +7W 50 +fi&D ffiD +ND a00 +fiSD ffiD +fii0 N0 +fiSD -ND +65.1) ADD .N.0 4aD sINaND PIw. 20.194.mI30 +65B d0.0 +65.0 m.0 +16,0 4oO +NO ffiW0 .65,0 4a0 .fiSD -NO +nO AD No ffiD 4r Cuut sae 1&131-20.193 .ND Apo NO -W0 +ND ADO +6&0 40.0 +650 410 ND Apo +NO 4O0 +NO ffiD ruum sae 19.131-1&130 +65.D AD.O .NU -NO +0.0 Ao.0 . 5,0 A110 +NO ffiD w£D ffiD .fiSD 4 0 +ND Aao Q¢Wn Siu 14.131-to IN +65.0 A&10 .0.0 WO no -0,0 .0.0 no +fiSD 40.0 N, ffi0 +fiSD ffi0 +65.0 d&0 F. SOme:t IZ464-14AM .6&0 40.0 +N.0 40.0 .00 4DO +650 N0 .65.0 -No lno ADD -MO ffiD .6&o A)0 ElpPo IluI 25.M 400 400 +fiSD 40.0 +650 -000 W5.0 AN0 +fiSD 400 +55D -NO No Io0 +65D wo Luskin Site 24.131.25.M .GaS A00 .00 10.0 +650 A00 +6x0 IBO +65.0 A00 +65.0 A00 +fiSD 400 +SSO -W.0 1- R SI P m MGM -24.IN +00 40A -no A O +fiSD A00 +65.0 40.0 1 16i0 4DO +fiSD A00 +0..0 WO +fiSD 4100 F W58 QSbn Site A131-AG3 .W.O 410.0 no -W.0 +fiSD 40.0 .65.0 400 1 'NO 45a0 +fiSD Fq.O +fiSD TOO +6aO 2D.0 cwt. Srs. 18,131-A.IN .0 -WO -no ffiO +6SO Opp .6&0 400 +WQ f O .fiSD bo +65,0 ffi0 .%0 A00 Qntm SRe 16131.18,130 KSA -Wo +65.0 A0.0 +ft5.0 400 +fiSD A00 +650 da0 -65.0 ffi.0 +66.0 AB le&O A00 Custom Size 14.131-16.1N +N.0 ffi3O -65.0 ffiD +sao .�N.0 +050 40.0 no ffi0 -65.0 ffiD +N.0 -w0 +65.D -0IL0 SNHnt IZY-14.130 .W.D 40.0 -65.0 Mo lni) 4Ia0 +65.0 A00 +fiSD -No +CLO N0 +fiSD ffi0 .65.0 -No Ey w 31.954 .65.0 d O +65.0 A&0 +850 400 +660 dD.O +WO ffiO +NO ffiD -no 40.0 .0.0 -W.0 M.S. 211131.31.9113 +6&0 da.0 +N.O 4M10 rno 20.0 +5&0 ffiD +6&0 4a0 16&0 4&0 +fiSD 300 +no -No StNgaO Pmitw 35./W -2&130 +N.O A0.D 1 '001 40.0 .ND ffiD +fiSD mD +NO 400 +&£D AD.O -NO d00 .85.D AIIO CmIan Sirn 24.131.251E +N.O N.0 +fiSD I -WA .fiSD N0 +850 -ND .fiSD 4aO .550 400 -No w0 .65.0 20D 6T Wu.Size 22131-N.13D +NO IOo +650 1 WO .65.0 WO .65.D -NO .BSD A0.0 +fiSD A00 .fiSD A00 +N.D AOD C.M.Site 0.131 -22.1N .65.0 410.0 «650 200 +fiSD 40a 'NO M)B +650 ffiO +550 40.0 +650 b 0 +00 -780 Cuebn S. 18.131-A.1N +N.0 -W0 .001 ffiO +650 4 O +65.D 40(1 NO 2QD +NO AaO -NO 400 +SSD ->SD CnN &. 1&131. MIW +N.O -NO +Sao 4 I) N35.o 4 a0 .ND 40.0 H 13 ffiD +N0 WO .no ffi.0 .B&D -n.B SbteN 13AW. MAN +N.O ffi.0 '650 430.0 +850 W0 +660 4p0 +NO Aa0 -N.0 -N.D +NO -"..1 +65.0 -710 Egad 30.461 .65.0 -NO +N,D 2 ,0 .65.0 4 o +65D A0o +1159 40.0 no 4a0 +n0 40.0 .65.0 Ioa Ont. S'irn $131.3&463 NO -80.0 -65.0 W0 +6n0 N0 -650 ADO +66.0 ffiD .N.0 400 +NO 400 -650 d0.0 Clubs Site 34131.A130 +NO ffi.0 'NO 10.0 Ki0 A0.0 +fiSD da0 .NO 400 +ND 40.D .NO 4D.D +65.0 nt m StatlaOPmh W994-34.1N +NO A00 .No _MO•NO ffi0 +660 ffi0 +NO NO +NO 400 lN0 ffi.0 +0.0 -750 Cuslan sae W.131-MIN +No Apo +N.o ffiD +6&0 4ao +NO ffiD *NO Q.0 .ND -WO +Na ffia 4N0 -748 Gislwn size M131-MIN +N.n A 0 +6&0 ffiD ns.o Ono .N.o 4o.a 46SD 450.0 +NO Apo +ND ffia +65.0 -n.T 6MRes1 2SAW-28.120 .65.0 410.0 .NO -NO +N.0 40G .&SO A0.0 no ffi.0 +NO 400 +ND -r.T +55.1) -710 EptlAle 4246q .No 40D +NO -WO .650 400 +65.0 Apo +G4O ffiD .NO A0.0 +fiSD 40.0 +N.0 ml &T CKIan San W131-4Z453 .NO MWS +N.D -NO MO .0 -No 4130 +ND ffiD .NO 4a0 +N.O 4p0 +650 -748 6pilNtl Pmiex 34.191'-3&1W .650 ffi0 +NO ffi0 d6ia ffi0 4NO -wo +ND ffio +NO ffiO +NU -TI.T +85.0 -71.0 -MINIMUM SASH HEIGHTFOR FLANGED WINDOWS IS:TPTOTIPHEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT. 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT. 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT-48. W6 EXTERIOR a ,I GI -AS EM IN16O. -M. w1n. GLASS TYPE 3 m_ Y �n > Of o 0 +,N Om p O m g +leo Q pry C1 r uae'j m Z LL L^ on Z a -Wi W Z V D ozIv E m Z 0 LL n D 0 m ® m w J tt L'1 Z m wrs O E z J O O Q O * No.58705 1)TIPTO FOR PDIMENSIONS SHOWN S NOT ROUND FOR INTEGRAL FIN AAND EQUAL -LEG WINDOWS TR , SUBACT PFROM THE TIP TOTP DIMENSION IN THE TABLE TO DETERMINETHE WINDOWS,, AN- ANNEALED '44NALyy411 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED gLTNN MILLER, P.E. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF.65POP. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED, HS= HEAT STRENGTHENED P.E.0501E Design Pressure (lbsitel for Glass Types a-T a.. Sun 4ocro- Wa-Raga ssh NeOM ROK m) To T. To wtlN W.Do' 21 Eq ft I la a. -no -DOD Eq"4de 15.BM .SSO 80.0 31' SlaitlnO PVlcw 129N1 1S983 ff O 8 O Shorn, 1z Izm •sso d0D ENWme lam .550 SOO SIBMnE Pw. 153M d 19851 -He 800 .VT C..Sta 15.131-I5.9W -65.0 80.0 O .Sae A.131-ISM .fiSS da0 Snorter lZ 04-14AW .85.0 80.0 EWWile Y1.BW .35.0 90.0 Cuebm ante .131.22W3 -me 80D SbMdNPMae taSW-3D1J'I -W. $D lS Cnlorn a.. 1a 131-18593 •&SO 80.0 Cut.Sts 15131.1..1. ..a A0.0 anon Slav 14101.15130 .Sea 6D.o a.., alW-.1]0 ... daa EpuW6e 2496N +Me SSo DU. sue 2F111 -za.lm .ace mo SlvgaD PNOex 211N-22130 165.0 800 4V OgIMn See 18.131.20AW .560 dD0 O¢IOm Sue is M3 Min -no 80A C.R.D.61OD. 14131-I81]D 1 O 60a v s.t 12.-14130 .SAO 80.0 EIu Re 251 .&S.O 800 OAnOn One 24,131-MM .WO 600 F Slanted PWm MM4-SLAM .850 600 `.AWP 0m. bae W.131... .0 600 tg G WM One 10.131-2MIM .850 -800 Clelem see 18.131-1&IM 165.0 DSO Cu410m bae 14.1]f-1&lb .fi50 d00 121W WS0 d00 Eg-I- 31.9% .60 800 QtgSz. 28.f31.31.99 .950 6DO SIan So. •.5.0 dMe .. Catm See n131-z3.tb 'M1J1.2S)W .650 p• Onom Sae zznt-z4.130 Ks. 10.0 d60 CoaloTSize 20131-2MIW .850 Sao SOe 16.131-ISLIM K 0 Sao 4XDar4Xaon CS..Bae 1I9V=I&IW .Wo 41SS d00 shnnr 1].1W'-4 KW. MLO Er. 3&4M .no Dan 800 s4 see .Sam w o 80.o On. On. NIS, N.1]I-]&130 55.0 E00 M sWtlaN Pntitw M934-%.ISI Ki0 20.0 -QWSe Z%M .MIN ..6655.00 8d00o a a1ON. -2a.130 .fi50 d0.0 Eq� 4z4M .ss.0 mo 8V 3SUI-a240 .W0 .0 Mat. SI WPMM' U194-301sal .S5.0 I 8DO 416-NOM. GLASS STACK W^��t/e'Ha GlA55 tIB'NS GLASS I -ASS. ASS M G GLST �• &IVANGU.SS yg YI GLASS n S. enema GLASS S SITE 34 GLASS TYPES Y16' NOM. GLASS STACK Dow Iva a FF IL18'NOM. GIASSSTACK AIRSPACE ODPPVB LJ6'TP GLASS JIB'µ GLASS aJ 14 ®DR 5 1R'NOM. e2rtnIOR YT GUSS BITE �T E5: Design Preesurefor OI..s Type. 8.15 aaIt. SazM1 Wcnpbi OrGnat Rase Sash WON Fang. 0m) TOTO Tp WOU 31118' 21 EquViile 13A64 .no -1100 al' EOw4,la SlndeN P. MON 12ew-ISH. W. .MO -line In). SWDA 12NC-12B33 .800 -1100 EpauDe SI.. P. 1902. 1SWG-19851 -boo •&OD -TIOA -110.0 Wslgn Size 15.131-13.943 WOo -110.0 CLDP Sae ..IJI - Is 1W •80.0 A100 Sw.I 124ee-14ASO •030 AIDS EqueNlle 22W4 +see -HD.O QM. Sue sImMJ P. W. t31-22Mas 18.SeG-101. .e0o MDao -110.o "...0 L^ CunD,D a20 1&131.18,03 H o .110.0 L fm sae 1e13l-10IM 4WD -110.0 Cu6lMn s28 14131.15.1W •One AIDS Slvlot laL-14.130 480S -1100 121 I11le 2358• we 'lao CualPn Slie slv Pmuex 22131-N.asJ 2DIN-22, 130 .WO w0.o -1100 -1106 49' Cuakm Ste 1&131 .M 103 WO.O 4100 CWDW S'RB 1&131.15130 •W.0 -1100 (heron Su. 14A31-15130 •WO -110.0 51weo1 lZ454-14AW •WD -1100 Egaaile 25M •00D AIDS WV_Sue ..131-L'.)28 •WO -110.0 j SI3tli0 PRN'.v MW-241M 480.0 -110..0 FWEB, Cu.lan Si.. 2DA31.20N3 .Wo -110.0 Cu51CT Six. 15131.2D. 13. 4000 -Ille Cu.lwn Slie 15131.18.130 4&0.0 4100 C Iom arse 14131-1.130 •e00 -1100 Sweat 124N-14.1W •Wo -"Do E,.I,. .1.8N .80.0 -1100 Cu.t. 5'ue 23.131-31 WJ .e00 -1100 SIaMaO P. 2S3N-20.130 .80.0 CuMar Sae W.131-2S793 100.0 -110.0 63' OnIor1 Sue 2213t-2A 13D 1900 .1100 ae REV.. 2o.u1.2z.v0 o--1n1D0 0eD 1.131-W1W Custan sae 18.1J1-10130 ...D -110.0 Swow, 113.1m.-Is 130 .WO AIDS EgwRlte A. •80.0 -110.. C11. sme 35131.38.453 .WO -1100 28' C$Rn Sue a.. PIOiea X.1J1-3D130'Me 30.W0-Ja.tW •WO -"a' -11 D.0 CU3. Sue SS131-W..N3 .WD -110.0 CuelMn see 28,131-30.130 .00.0 -IIOD swen M1N'-2DIW .We -n00 Eg LW 4z4M +sea -110.a M' CDOWS'.D 3&131-4z.W •W.0 Ilen Slan6nll`oi N.194-38.130 1W,0 410,0 .090'So YI6'AN GLASS W Y1�GLA55 M -So ZT EMEgKA GLAss BRE a GWSS TYPES F_ 1Y16NOM. GLASSSTACK .090'SG Y18-HS GIASa W Lt6'N GLA$$ A 1R"NOM. GLOSS BITE A N GIAS$TVPE9 J -F_ GLASS iLIS I STATA 1/B'ANG 1A'HSGLASS 11W AN GL Mt>� R GLASS BITE �6 ®40'R ®W` U1 G55 TYPE 1aM GLASS STACK AIRSPACEk AW51 '8-TPGU55 I/8'TP GU .a .11.1 GLASS Sl ow 0 Ar HS GLASS rxlExlDx u1n.. u r.,Enm ®0 5 OR GLASS TYPE t4 oR s IMS'AOM GLASS STN GLASS TYPE 13 IY16'NOM. I GLASSSTAC GLASS TYPE 16 •MI NI MUM SABHHEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT-49.391 � T. ''.Y- MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT-4B.391 _*'�N.. 58705 - MINIMUMSASHHEIGHTFORFLANCFD, PAOIUS TOP WINWWSIS: TP TO TIP HEIGHT-4B806 - *- MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -d6.806- 1 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EOUAL-LEG WINDOWS, SUBTRACT V FROMTHETIP TOTIP DIMENSION IN THETABLE TO DETERMINETHE WINDOW SM. its ZONAL,,,,,,� 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXTAVAILABLE SIZE, µ=ANNEALED - 3) FOR RADIUS TOP WINDOWS. FINS THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF.65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS- HEAT STRENGTHENED ALYNN MILLER. PE. PE.056i05 Ahqhor Quantities Required to "Th Dh-Frzme" Installation u3ie GI ... Types1-T o m IN I 18" 25 3V 1, ]T' d1" 0.5- 49" 5}II8- Jamb f § m$ a Jamb a m J.mp M J m N a£ G B d m o Im E o` d Jemb K E E 3 Jemb F E Jamb m M 3 f $• x Ballom lash no b G1en win SmM1 Ne19M Rarpe (in) W EqueHfile 12464 1 21 1 1 12 1 1 2 1 1 3 211 2 2 1 2 2 1 2 2 1 2 2 Equali 15.084 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 z 2 1 2 2 31- 6tliHartl PmJew IZIN-15.963 2 2 1 212 1 2 2 1 2 2 2 2 212 2 2 2 2 2 3 2 2 2 Slimmest 1246d-12.993 2 2 1 212 1 2 2 1 2 2 2 2 212 2 2 2 2 2 2 2 2 2 Equ ila 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SIaMard Pmio-r 159f4. 19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 M3 V Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Cutldn Size 14.13t-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SM1MesI 124 71 130 2 2 1 2 3 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Egun4s. 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 20.131 - 22,963 2 2 1 2 3 1 2 z 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SIerat Pmiew 18.594 20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4S Cmtwn Size 1&131. 16.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 Custom Slza 15,131-MAN 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 Cmlwn Size 14.131 m]5.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 SM1MesI 12461-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 EguaHiM 246964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 22.131-2a 9e 2 2 1 2 z 1 2 z 1 2 2 2 2 z 2 2 2 2 2 z 2 2 2 2 Slanaarn Pmdex 20.IN.22,130 2 2 t 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4T Custom Size 1S131.20. 193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 186131-1&130 3 2 1 3 2 1 3 2 1 J 3 2 3 2 2 3 2 2 3 2 2 3 2 2 Cetera Slze 14.131-16.130 3 2 1 3 2 1 3 2 13 2 2 3 2 2 3 2 2 3 2 2 3 2 2 p inazi 12.64-14. 130 3 2 1 3 2 1 3 2 1] 2 2 J Q 2 3 2 2 3 2 2] 2 2 Eli 25.M 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 2•,131.2s.I29 2 2 1 2 2 t 2 2 1 2 2 2 2 z 2 2 2 2 2 2 2.2 2 2 o SIaMeN Pmdex 20.&4-24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 20,131-20343 2 2 1 2 2 1 2 2 1 2 z 2 2 2 2 2 2 2 2 2 2 2 z 2 Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Cuslmn Slxe 16. 131 m 19.130 3 2 1] 2 1 3 2 1 3 2 2 3 2 z 3 2 2 3 2 2] 2 2 Cusom Size 14,131-SAM 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 J 2 2 3 2 2] 2 2 12,4&1-14.IS) 3 2 1 3 2 1] 2 3 2 2 3 2 2] 2 2 EqueNile 31 IN 2 3 1 2 3 1 2 E 2 3 2 2 3 2 3 3 2 2] 3 3 3 2 26d31-]1.96] 3 3 1 3 J 1 9 J 1 3 2 3 3 2 3 3 2 SlmiaaN Pmiew 25.294-20-130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 Custom Size 24,131-25,703 3 2 1 3 2 1 3 2 13 3 2 3 2 2 3 2 2 3 2 2] 2 2 6I' Custom Size 22.131-N,le 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 32 2 CYtlem 9l[e 20.131-22.1]0 9 2 I] 2 1 3 2 1 3 2 23 2 2 3 2 2 3 2 2 3 2 2 Custom Size 18.131-20, 130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 z 3 2 2 Custom Size 16, 131-16.13D 3 2 1 3 2 1 3 2 1 3 2 23 2 2] 2 2 3 2 2 Smani 13. 194--1&1]8 4 2 14 2 1 4 2 1 4 2 2• 2 2 4 2 2 4 2 2 EgueNila 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 J 3 2 Custom Size 38.131-asi 3 3 1 3 3 1 3 J 1 3] 2 3 3 2 3 3 2]] 2 Custom Size 34.131-Iso 130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 26" SeIVNN PImIam 30.994-]4'130 3 3 13 3 1 3 3 1 3 3 2 3 3 2] j42 3 2 3 3 2 Cmiwn Size 3U131-W6993 3 3 1 3 3 1 3 3 1 3 3 2] 3 2 3 3 2 3 3 2 Wslwn Size 28.131-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 SlnReal 26.IN' -21, In 4 2 1• 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 3 2 EquaRee 42d61 ] 4 I 3 4 t] I 1 3 4 2 3 4 2]• 2 3 4 3 81' Custom Size 3&I31-42.463 ] 4 1 3 4 1 3 4 1 34 2 3 4 2 3 4 2 3 4 2 Suessed PMex 34194'-38.190 4 3 1• a t 4 3 1• 3 2 4 3 2 4 3 2 4 3 2 MI -NIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT-49391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS BUCK HEIGHT - 48,391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT-49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT-48.006 Type Type Doscdplion (Llsted from Exterior to Interior) 1 IB"AN, .090" PVB, 1l6" AN 1Y16" LIG: 1I8" AN CAP, AIRSPACE, tl8- AN, 09V PVB, 116" AN 3 1XIT LIG: 118- TIP CAP, AIRSPACE, 10 AN, .M' PVB, Il AN 4 VW MS. DOW PVB, 116" HS 5 3I16'AN„OW'PVB, 3I16' AN 6 13116' LIG: W16' AN CAP, AIRSPACE, 1I8" AN, DIED' PVB, 1I6" AN T 1 W16" LIG'. YlU' TP CAP, AIRSPACE, 11V AN, 090' PVB, VW AN m 0 LYLE� .la Of p 5 0 F OH so W clap O mIs, o3 Z o O J m Z'. U-1 n UUd of op F Z O- !E p W O� p V Y F OZ pt Z Z O W 0 Q _ LL O ® as J as Z F Q la>YS SC N CY 6 � CY Q O Z LL- o O J Z N Q Q aey 'asap saua5 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUALIEG WINDOWS, SUBTRACT 1- FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE j*Na.56T05 WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEKTAVAILABLE SIZE. may ••, $ f M I/ (j :• - 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FN WIrHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TOA MAXIMUM POSITIVE DESIGN ALYNNIMIL I%I" PRESSURE OF ♦65 PSF. NEGATIVE DESIGN PRESSURESARE UNAFFECTED. P.ES 68705 11 rABLET Anchor Ouanfibles Required for "Throu9hFrurbi InsM11.9on U tom Ghwas Tvw68.15 Tip W Lp Viii le' 2s 3r 31 41- 45' 0- 53'IV Jemb $ x Jamb y lamb y .Iamb �zz,e Jamb 1; Jame Janb `a �24- b inee Boltcm 5eab".ttamDeammon Gan Ra Saab Ha'BNbr RanBe (inl EOuaNile 12.464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 22 2Equali 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 22 231- SIaWad Peziew 12994-ISMS 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2shomat 12.484-12.9M 2 2 1 2 2 1 R 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2Bfi52 2 2 1 R 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2Stamamid 1�3 PrwAew 159U-19651 2 2 I 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 238.Y8- Cusiwn See 15.131.159 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 22 2Custom 5de 14. 131.15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 22 2Saman 12.464-14,1]0 2 2 1 2 2 1 2 2 1 2 22 2 2 2 2 2 2 z 2 2 2fqueNite 22964 3 2 1 2 2 I 2 2 1 2 2 2 2 2 2 2 2 2 2 S 2 2Comm Size 20A31.22.96i 2 z 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 S 2 2Stommol Proulaw 16.5%-20.130 2 2 1 2 2 1 2 2 1 2 2 2 z 2 2 2 2 2 2 2 2 24S camera Size 11"1-, 1.5% 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 z 2 2 2 2 2 3Cullom Sao 15. 131. 16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 3 Custom Sze 14.131-15.ISO 2 2 I 2 2 I 2 2 1 2 2 2 2 2 2 2 3 2 2 2 2 2 2 3 Sinai 124M-141W 3 2 1 3 2 1 3 2 1 3 2 2 J 2 2 3 2 2 3 2 2 J 2 3 Equal -tits 24.964 2 2 I 2 2 1 2 2 1 2 2 2 2 2 2 2 J 2 2 3 2 2 3 2 Custom Size 22131 - 24.863 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 J 2 2 3 z Stamped PaMea 20.IM-22.130 2 2 1 2 2 1 2 z 1 2 2 2 2 2 2 2 2 2 2 3 2 z s 3 4Y costae Size 18.131-20.IM 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 z 3 3 Coati Sixe 18.131.Iiii 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 '2 2 3 2 2 9 2 3 Cuatme Sao 14. 131. 16. 130 3 2 I 3 2 1 J 2 1 J 2 2 3 2. 2 J 2 2 3 2 3 3 R 3 p $Iarleet 12464.14.IS0 ] 3 1 3 2 1 3 2 1 3 2 2 3 3 3 3 2 2 3 23 3 2 J Equal -life 25M 2 2 1 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 er Cuafae size 24.131.25 ]]0 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 x 2 3 2 2 3 2 9 Stantlartl Pay— SO 844-241130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 50513' Size R0131 .20.W3 2 2 1 2 2 1 3 2 1 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 r custom Costae Sao 10.131 & 20.130 3 2 1 3 2 I 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3] 3 Sao 166131 . 16. 130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2] 3 2 3 Coarn Lurtcm Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 3 2 3 2 3] 2 2 S 2 3 J 2 3 Sh nOal 12.464. 14.130 _] E 1 3 3 1 3 R 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Equal{its ]t SO4 2 3 1 2 3) 2 3 1 2 J 2 2 3 2 2 3 z 2 3 2 2 1 3 Llnlwn Size 2813f 31.%3 3 3 1] 3 1 3 3 1 3 3 2] 3 2 3 3 2 3 3 3 3 4 3 Stomped Pi 2SI94-28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 Cualwn Sixe 24.191-25.703 ]$ 1 3 3 I> 2 1 3 3 2 3 3 3 3 3 3 3 91 3 3] 63" Cusiwn 5rse 2213144.1]0 ] 2 1 3 2 1 3 2 1 3 2 2 3 2 2 J J 2 3 33 3 3 J Luatmm Size 20. 131 .22130 3 2 1 J 2 1 3 2 1 3 2 2 3 2 R 3 3 R 33 3 3 J J Cullom Size t8.131 .20.1]II 3 3 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 3 Catem See 16131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 24 2 3 4 2 3 swe51 13.104--161 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 I- TAIII. ]R' Glass TYPe Description (Listed from Exti W Interior) B NIS-AN, M'SG, 3116'AN 9 3116' HS,.09U' SG, 3116"HS 10 1Y16" LIG: 1/8" AN CAP, AIRSPACE, 1/6' HS, .090" SG, Iff HE it 13MV LIG: 11W AN CAP, AIRSPACE. 3/16" AN,.090' SG, 3116" AN 12 13I16" LID: 118' TIP CAP, AIRSPACE, 11W HS, .09U' SG, OF HS 13 13116' LIG: 116' To CAP, AIRSPACE, 3116" AN, ClK SG. Y16" AN 14 1Y16'LIG: 3116" AN CAP, AIRSPACE, 10- HIS, .M'SG, 1/&'HE 15 13116" LOG: 3116" TIP CAP. AIRSPACE, i/8" HS, .NU- SG, 1/6 HIS 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: SUCK HEIGHT - 48,391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49806 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSRWE DESIGN PRESSURE OF.65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. m 4 ILI m 0i Y o o g 0 y f}B H =mD Of Q ee g m 0 0_? Z u mo 0 n x W u F Z 00 HS'Q J oN CMD _ of Do oZ� Z xa Z W J m W _ Q be m ® n W g (7 Z IaaaS Z in- Q 0 Z � 0 x ab n r O U x � Q Z Q US alnl 'seep save3 INSTALLATION OPTION 1 ANCHOREDTHROUGH FRAME INTO 2l( WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. TIP TO TIP HEIGHT I FIXED VISIBLE LIGHT HEIGHT EXTERIOR a SASH VISIBLE LIGHT HEIGHT EMBED _GE I VENT EDGE ` 1 DISTANCE l SEE TABLE NOTE B, FOR HEADTYPE TYRANCHORTYPE, EMBEOMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLES. TYR ANCHOR SEE TABLE 8, 46 3 UEEITHER 1 SWEEPLATCH2 MIOSPAN OR 2 BOTTOM /LOCKS l TABLE a' 15 OPTIONAL HIAISE 42 SILL SHOWN. SEE 1'WEEP SHEET IO FOR NOTCHAT STANDARD SILL. EACH END v4"MAX. SHIM NOANCHORS ° ` (\/i REQUIRED IN FLANGEOR EOUAL-LEG , FRAME SILLS VERTICAL SECTION B-B INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCREIEILMU. EMBEDMENT SEE NOTE 2, THIS SHEET. 1/4"MAX SHIM 1/4'M HIM + I-.- EMBEDMENT ' 4 SASH VISIBLE 17 LIGHTWIDTH 1 . _ FIXED VISIBLE 1 LIGHTWIDMH DOE 44 31 ��R 5B TIP TO TIP WIDTH EXTERIOR HORIZONTAL SECTION A -A v i 114-MAX SHIM T DAME APPROVED MULLION. FBC HORIZONTAL. SEE SUBSTRATE PROPERTIES,TABLEa, INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL Anchor Min, Edge Mr. Embedment stance P.T. Southern Pine(S0=0 71 9/16" 1-318" #12 Steel, -Aluminum, 6063-T5 min. 3/8" 0.063, 18-B or 410 SS Scr A38 Steel 3/8" 0.063" S I Stud, Gr. 33 ni 318" 0.045" 18 GG Concrete (min. 3,35 KSi 1" 1-3/4" 1114"' SS eteF X ngrou a C-90) 2-112" 1-1/4" P.T. Southern Pine(SG0.55) 1" 1-318' Concrete (min. 2.85 ksi) 1•. 1-3/8" 1!4"Steel Ukracon Ungno. CMU, (ASTM G90) 2-1/2" 1-1/4" P.T. Southern Pine SG=0.55 1" 1.318" H)MIN. VI-3 1111A 51JEYUNU I HE ME IFLSU95TRATE. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANMEXIFNT HEADTYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD, O)-UNGROUTED CIVIL" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. TYP.ANCHORTYPE, EMBEDMENTAND EDGEDISTANCEPER SUBSTRATE, SEE TABLE 0. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 9 FOR STANDARD SILL) WIDTH jF SASH 0 FIXED LITE: TIP TO TIP WIDTH -5.12' HEIGHT (EOVAL-LITE) TIP TO TIP HEIGHTO-3,73- HEIGHTrPROVIEM @FIXED LITE: TIP TO TIP HEIGHTO • 3.7W ®SASH: TIP TO TIP HEIGHTO -11 83" HEIGHT(CUSTOMSASH) GFIXED LITE: TIP TO TIP HEIGHT - SASH HEIGHT. 3.55• @SASH: SASH HEIGHT-4 eD" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE B. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS: ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE W NDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 0. ALL WOOD BUCKS LESS THAN 1.12'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKSARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 142" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 31 VISIBLE LIGHT MOTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. m LY K O q Ion N i N = a1v0 Q 0 �9 W Z g ce x lli sp U U_ o o � uaw0 O 0 E Z z (7 Z LL M O m = Z n ® n W O ZU N w 1=ays Q V) X o ° Z w o r E a Z = g < all 1 ara0 s.aua5 PE INSTALLATION DETAILS FOR EQUAL -LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X EDGE DISTANCE DIRECTLY INTO CONCRETECMU. BUCKSTRIP INTO CONCRETE!CMU. OPTIONI r ______r__, SEE NOTE 2. THIS SHEET. ANCHORED THROUGH EMBEDMENT EMBEDMENT FRAME RBUCTO 2X WOOD _ Imo—IM"MAYSHIM 114'MAX SHIM FRAME OR SASH VISIBLE 1] SEE NOTE 2, THIS SHEET. O EMBED. IEDGE M1T DISTANCE \EDGEr LIGHT WIDTH DISTANCE PoW Db�CNIh^6wIiL® BUCK HEIGHT U SEE TABLE 3 NOTE B, FOR 18 HEAD TYPE FIXED 30 TYP. ANCHOR TTPE, VISIBLE EMBEDMENTAND LIGHT EDGE DISTANCE R SUBSTRATE, SEE HEIGHT TABLES. 1-WEEP TYP.ANCHORTYPE. 45 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE B. 96 \ 13 63 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS BASH VISIBLE LIGHT HEIGHT I NOANCHORS REQUIRED IN FLANGE OR •' EOUAbLEG FRAME GILLS VERTICAL SECTION B—B OPTIONALHFRISE SILL SHOWN. SEE SHEET 10 FOR STANDARD SILL. I— FLCEDVISIBLE — LIGHTWIDTH BUCK W DTH EXTTE�RIOR HORIZONTAL SECTION A —A v �-I I— 114'MAX. SHIM �DADE APPROVED MULLION, RED COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLE 8. INSTALLATION EQUAL OPTION 4 LEGIBOX ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN Anchor Substrate Min. Edge Min. Embedment DISta ce P.T. Southern Pine (SG=0.55) 9116" 1-3/0" #12 Steel, 18-8 410 Aluminum 6063-T5 inn. 3/8" 0,063, or SS Screw A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 trim. 318, 0.045" 18 GB Concrete (min. 3.35 Fs!) 1" 1-3/4" 1/4" 410 SS CreteFleX Ungrouted CMU, (ASTM G90) 2-12" 1.114" P.T. Southern Pine SG=0.55) 1" 1-3(8" Concrete (min. 2.85 Isi) 1" 1-3/8" 1/4" Steel 11Nacpn Ungrouted CMU, (ASTM C-90) P.T. Southern Pine (SG=0.55) 1" 1-318" al min.—v Inrt .l eeTorvu memeIML suns I NN 1e. 8) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANIHEX1FUlT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL: SEE SHEET 9 FOR STANDARD SILL) WIDTH @ SASH 8 FIXED LITE: BUCK WIDTH - IJ2" HEIGHT (EQUAL-LITE) BUCK HEIGHT2-3.23' HEIGHT(PROVIEW) @FIXED LITE: BUCK HEIGHTIY � 428" @SASH: BUCK HEIGHM-11.43- HEIGHT(CUSTOM SASHI 9FIXED LITE: BUCK HEIGHT -SASH HEIGHT-2.55• @SASH. SASH HEIGHT-4.ur 1) USE ONLY SUBSTRATE-APPROPRWTEANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 9. ALL WOOD BUCKS LESS THAN 1.112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1An' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. m Y 1 K Om o o 0 m aR ON g o O rc Q �� Z O Z 6p 2Ld SD o0d oa e F- O � eme W 6 �Z° 2 Z D 0 O ® $ I2 J F U m Z W Ia=�s N X O Z Z J � 0 O W Q W +II!I '�sy! r:ava5 ` .,"p V LYNry'1, � .. ICENyF '•(Ct` No. 50705 V ;3 D- 0 4S�."(ORIONl.... to A INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE DISTANCE EMBEDMENT EDGE DISTANCE BUCK HEIGHT L FIXED VISIBLE LIGHT HEIGHT J_ EXTERIOR ,iVEEP NOTCHAT- EACH END SASH VISIBLE LIGHT HEIGHT TYRANCHORTYPE, IEOMENTANO EDGE :E PER SUBSTRATE,, SEE TABLE 9, (SCREW SHOWN) pX EMBEDMENT I '.ANCHORTYPE DMENTANDEDGE CE PER SUBSTRATE SEE TABLE 9. 1� USEERHER 1 SWEEPLATCHO MIDSPAN OR 2 BOTTOM LOOKS STANDARD SILL SHCWRSEE 33 PREVIOUS SHEET FOR OPTIONAL H4RISE SILL 1/4'MAX TABLES VERTICAL SECTION D-D 1/4' MAX SHIM III FMEDVISIBUE LIGHTMOTH 1/4'MAX SASHVISIBLE / LIGHT WIDTH BUCKWIDTH HORIZONTAL SECTION C-C DADE APPROVED MULUON, FBC 1/4'MA%. SHIM +{ COMPLAINT ALUMINUMSTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES. TABLE 9. 410 OR 012 STEEL i5 S:YDRUUNG SIAS(GS). SEE TABLE 9. INSTALLATION OPTION 7 ANCHORED THROUGH ii—I INTEGRAL FtN INTO METAL Anchor Substrate Min. Edge Distance Min. Embedmenl 2-1/2- x.113' Box Nail P.T. Southern Pine(SG=0.55) 5115" 2.438 2A/2' x .131" Common Nail P.T. Southern Pine (SG=0.55) 3/B" 2.438 2-1/2' x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/B" 2.438 2-1/2" x .145" Roofing Nail P.T. Southern Pine (S(3=0.55) 316" 2.438 010 Steel Tmsshead Smew or p12 Steel, f or 410 SS Scorew P.T. Southern Pine (SG=0.55) 0.125"Aluminum, fi063-T5 min. 1/2' 5/18" 1.375 0.125 SAW A36 Steel St16" 0.05 0.045" (18 Go) Steel Stud, Gr. 33 min. 916" 0.045 n) min. V� J �nHCIWtl tlCl VNU Ult Mt IR_ SN W IHAI L. EDGE DISTANCE EMBEDMENT I (NAIL SHOWN) VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL: SEE SHEETS 7 OR B FOR 114RISE SILL) WIDTH 4D SASH 6 FIXED LITE: BUCK WIDTH -4.1T HEIGHT(EQUAL-LRE) BUCK HEIGHT2-323' HEIGHT(PROVIE _ INFIXED LITE: BUCK HEIGHT/2 . 4.28" ®SASH: BUCK HEIGHT/2-11,43" HEIGHT(CUSTOM SASH) @FIXED LITE: BUCK HEIGHT -SASH HEIGHT -2,W @SASH: SASH HEIGHT -4,W NOTES 1) USE ONLY SUBSTRATEAPPROPFUKTE ANCHORS LISTED ON TABLE S. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ONANYSIDEOFTHE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. zsso• ze 2 64B" �- .082' 1.1 2.040" OB2" - 89" 2.112" 2.]24" T WY .062' .062" .90T OFLANGE FRAME HEAD OHEAo RAL FIN FRAME OEOUAL LEG FRAME HEAD OFIANGE FRAME JPMB - 3.105" 2.069. .062• .062" 2.724" 2.724" +{ 1.125" O INTEGRAL FIN FRAME JAMB OEpUAL LEG FRAME JAMB 379V 2]90° � u Y 2.041' 3466 3.008' j m 2.341' 3.500' 4.133" of a O my .062" .062" 062" .052" .062' 02" U)' ry a�0 K 0 IS O 1.125• "d V m a ILL A 17, 5" 60 o 0 OFIANGEFRAMESILL L eO EQUAL LEG FRAMESILL to H RSE FLANGE FRAME BILL Il SLLL HI -RI EUAL LEG FMME F W m• a� Q O1AO� CNO OINTEGRAL FIN FRAME SILL INTEGRAL FIN FRAME o Q � N 2.2]3' -� _ 1f SILL -HI -RISE ` Z " 1ISLL 170" I SILICONE HOT MELT BUTYL '° Z STRUCTURAL ) ® S W POLYISOBUttLENE 1l4'NCM.. STRUCTURAL 3116"NOM. 8 O. 2.772° 1 WTfH SILICONE Z eny5 2.211" 2.105" 36Y" DESICCANT FOAM WITH 2G50' OfiP• 1.235" EXT GLASS DESICCANT O Z N p 062" EXT. GLASS 2 O r .062" -�{� 1 300• 1300" -1.300" f INT. GLASS INT. GLASS O Q IB x N KODISPACE 4SG TPS ]1SUPER SPACER' NXT" ap!4 'aza0 sn.a5 SASH TOP RAIL O FIXED MEETING RAIL f5 SASH BOTTOM RAIL- ]O le HI -RISE BASH BOTTOM RAIL n SASH SIDE RAIL \\t 1111111//, ALUMINUM POLYISOBUTYLENE DESICCANTFILL .�ONY LYNryM/.,, L` 1.448 REINFORCEMENT LICENS SEAL SIt6' NOM. ` 1.522• I j fi39" .465' ,I �61]' ,,1496" BILICONESEAL ]• '040'' 1 'I'til RNLSSSTEED No. 58]05BUTYL6 STAINLESSSTEEL� DESICCANT3.m 002° .002" .002" FOAMLASS EXT. GfA55 %O'. SAT'F1.3]0' I.0]0' Oi0' .045" +{� .050" INT. GLASS ����S :f./ORIOP..•G\�Q Ie CO�R CHOft l4 BASH STOP COVER SIG BEPD �IG SNAP BEAD O5116"LAMI BEAD (2 W16•IAMI BEAD INT. GL4S5 AL SASH R DURASEAL®SPACER T3 XL EDGET'SPACER A LYNN MILLER. P.E P.E.450i05 TABLE 11I II It PGT PartN Description Material 1 6420D1 Head Flange Alu 606063-T6 2 624017 Head, Integral Fin Alum. 6063-T6 3 024028 Head Equal -leg Alum. SD83-T6 4 6240M Jamb, Flange Alum. 606&Tli 4A Jamb, Flange (Used For Alternate Radius Tap Head) Alum. 6063-T52 5 624020 Jamb, Integral Fin Alum. Boll SA Jamb, Integral Fin (Used For Alternate Radius Top Head) Alum. 6083.752 6 62AO31 Jamb, Equal -leg Alum. 6053-76 SA Jamb, EquaNleg (Used For Allemate Radius Top Head) Alum. 6063-T52 7 ONOD2 Sill, Flange Alum. 6016346 B 624018 Sill, Integral Fin Alum. 6563-T6 9 624DM Sill, Equal -leg Alum. 606345 10 624003 SIII, HI -Rise, Flange Alum. 6063-Th 11 624019 Sill, Hi -Rise, Integral Fin Alum. BOI 12 624030 Sill, HI -Rise, EquaMeg Alum. 606&l6 13 624OW Sash Tap Rail Alum. fi005A-161 14 624005 Fixed Meeting Rail Alum. 6005A-T61 15 624012 Sash Bottom Rail -Hi-Rise Alum. 6063-T6 16 6240M Sash Bottom Rail Alum. 6063.T6 17 624007 Sash Side Rail Alum. 6063-T6 16 624051 Head Anchor Curer Alum. 60534e 19 624015 Sash Stop Alum. 6063-T6 25A 624009 IG Bead Alum. 606&TS 25B 624311 IG Snap Bead Alum. 61)3-T5 26 624013 5116- Lami Beading Alum. 6D63-T6 27 624026 7116" Lauri Beading Alum. 6016YTB 30 61P247 Glazing Bead, Bulb Vinyl for#624023 Vinyl 31 6TP248 Glazing Bead, Bulb Virryl for t16240098 N24011 Vinyl 32 724 16 Sweep Latch IQ Top Rail) Cast One 33 624049 Bottom Latch (Q Sill) Alum. 6553.76 34 Setting Block (1/8"X1k"X4") Neoprene SEA IG Setting Block (118" X3r4" X 4") Neoprene 35B 724014 JIG Snap Setting Block Vinyl 36 7240" Bottom Rail Weatherstrip Extension 37 7 053 Sill Gasket Polyethylene 38 724054 Sash Top Rail Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene 40 724057 Head Gasket Polyethylene 41 924053 Meeting Rail Gasket Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstdp, .270" x A87", Fin Seal (Q MR) 44 67S16G Weatherstrp, .170" X.270", Fin Seal (Q Sash Side Rail) 45 Wealhersinp, .170" X.187, Fin Seal (Q Top Sash Rail) 46 aeries Balance with Couer B Tdm Rigid Vinyl 51 ]81P50X p8X1' PH SMS (Assembly) Stainless Steel 55 78MAA #8 X314" Ph. PN SMS (Balance) Stainless Sleet 63 Alum. Scream with Fiberglass Mesh Vanes ]0 - Kommerling Kodispaca 4SG TPS See 77 Quanex Super Spacer rI Sheet IO for 72 - Quanex Dumseal Spacer Materials 73 - Cardinal Edge Spacer 74 - OoW 791, B99 or GE 770D Backbedding Silicone JAMB NOTES: I)ALL CORNERS TO USE GASKETANO/OR SEALANT: 2) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR). JAMB INTERIOR b TABLE 10: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS: Material Min. F, Min. F, Steel Screw 92 ksi 120 ksi Ill Bow 95ks1 410Screw 90 ksi 110 ksi Elco UleaCcrnB 410 SS EIco CmteRuO 155 ksi 127.4ksi 11]ksi 189.7ks1 60 16Aluaamum 16ks1 22ks1 A36 Steel 36 kei 58 ksi Dr. 3351eel Sn . 33 ksi 45 ksi m Y > y m 0 ar O N alo0 Q N Z O$ # W Q Z �ca 0... Oa Z F o 'd OUR o p Wza 5:2 _j urn >v oZm Z Z LL O ® m W ❑ 0 ? (O Lu Z la VS IX Oj O 0 e5 n w O J O y Q 0 "1p 11ll rf fr,� N NG HSE M��CF * N0.58705 �5J SAT 01 :'•:f/� A LYNN MILLER. P.E. P.E#Was �q a Q 05tt,� REVIEWED FOR SCANNED CODE COMPLIANCE BY St. Lucie County MIAMI DADS ST. LUCIE COUNTY s BOCC � MIADADECOUNTY VV PRODUCT CONTROLMI- 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) w .miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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 AHD 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 ails to meet the requirements of the applicable building code. This produc s appr as descri rein, and has been designed to comply with the Florida Building Code, incl ing the High Velocity H_c a Zone. DESCRIP ION. Series "PGT" Clipp Extruded Aluminum Tube Mullion — L.M.I. APPROV OCIIMENT: Drawolf No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 throug , prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -bade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 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 inits 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# 16-0218.03 and consists of this page I and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge NL Plasencia, P.E. MIAhlFDAOE CWN7Y NOA No. 17-0630.01 Expiration Date: May 26, 2021 It''r7 Approval Date: November 09, 2017 Page 1 File COPY , PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tn Edition (2014) and with FBC 6' Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5' Edition (2014) and FBC-6°i Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 E-2 Approval Date: November 09, 2017 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT-RESISTANr PRODUCTS THE MULLION ONLY. ANCHORS MUST SE ANCHORED PROPERLY TO TRANSFER LOADS ANUARE TD Nh UcseneU C1 U Inw. FIGURE 1: MULTIPLE III------OPwlxo Wum FGn VEmlex wLL MERLONS I / sFe OETAT� Aa,G.H;^� SIIZGK F[' '. (+"'II J II i/ ,;F, AxexES mBE $NAPE 2) THE TYPE AND NUMBER CFANCHORS IS CRITICAL TO THE STRUCTURALPERFORMANCEOFTHE MULLED UNITS. MULLIONS NOT RMA2N TESTED ASTREEi1 IAT ROM ODONOT NEED TO BE DIRECTLVATTACHm TOTHE MULLION BUT SHAUL NOT HAVEAGAP OF MORETHAN Il4'FROM THECIIP. 3) THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THEYANOLOAl15CORRESPON0ING TO THE FSGURED DESIGN PRESSURE MUWONSARE CALCULATED TO DEFLECT NO MCRETHAN.UlM. THE W STRESS INCREASE WAS NOTWED IN THIS ANCHOREVALUATION. THE 1.6 LORD DURATION FACTOR WAS USED FORME EVALUATpN OF W000 SCREWS. SEEBEINI9 I s11EET32i �I J 111 NUSTB� /T� IVNIIFACIIAIEO IIII BVPGT. r_ �sEB D�Nw� �MOBPGRA AUAM: M10.L 6NEEB'N Is+Gm xcR MUULLUL IEewm ADDITIONAL EXAM OFMULLCON GURAT S: ---oPEMxG Wn1L�-� F—xox¢wuLermrx—I y LNPgM y r WEMNG xEIGM FOR OPFrvHIAfi N LL y y x i L y r r MW y LE L 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIS ILRY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE GOWNED MOTH OR HEIGHT OF ONLY TING ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION. SEE EXAMPLES ON THIS SHEET AND SHEET 2G FOR MULTIPLE MRS. CONSIDER ONLY TING ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SH ILLAPPLY. 8) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZESHOWN ON THE TA9LEIS). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUC85 BV OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMRAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREMENT REACTIONS. 8) REFERENCE: TEST REPORTS: Fn-B 4 ; ELM IILTMCONWGGREAATOR WAS 9) MUWONS AND CLIPS HAVE BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA WILDING CODE. AND AREAPPRDVED FOR IMPACT AND NOWIMPACT APPLICATIONS. MULLONSARE ONLY TO REUSED WITH PGT.APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MUWONS ARE IN COMPLIANCE FORME W THE HVHZ 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY 15 UNLBAIED PROVIDED THAT THE SPAN AND OPENING WIOTHOEIGHi OF EACH INOMOUALM JUJON COMPUES WITH THE PEOUREMENTS OF THIS WA. INSTRUCTIONS: 1) DETERMINETHE DESIGN PRESSURE REQUIREMENT (LBSIFT'1 FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO GREET 25 TO DETERMINE IF THE IMIND LOADING IS'RECTANGUIVMV OR TpANGUWNRAPEZ0IDA'. FINDTHE FROM TABLES IA THROUGH 1BA EUEVATDNS ..................._....._ I ELEVATIONS.._... -_.._._._-.....I MULL TO R% W ROD...--.__...._.2 NULL TO 1%6 N0.50NM_.__ 2 116]ALLATION NOTF3... . 2 NULLTDMUIL NUB__-....-.S 11101 T NULLTOWLL__-.__.-_ 4 lxo9.1 MUmspT0.V.__._._.A 6: 1 %2XxS MULLSPECS-�._._.6 I%2X.T6MULLSPEC3.._....-_S yP{ 1%216%A76 MULLSPEC9-........] ¢ 1%3.1]6XSW 6NlLSPEL6_...-9 tX4X.t26INUS S...___.._10 n: t%4%A]STHEMULSPECS._tt IMX3.lFv TM MJU.SP3_...11 125X3AM%3P6 NIAISPETS._12 JMX329X.M4UAI SPECS_-13 USING 6) FROM THESAME TABLE USED IN STEP Q ABOVE, FWD THE VAUJE IN THE NEXTCOLUMN ANCHOR CAPACITY REOUIRED (LBS). THIS VALUE REPRESENTS THE WINOLOAD TRANSFERRED TO THE SUBSTRATE BY THEANCHORS AND MUST BE METTO ATTAIN THE FULLMULLION CAPACITY. SINGLEMIRLION SINGLE NUWON F wxawom — vmm.. B FROM THEANCHOR CAPACRYRBS) TABLE ONTHE SAME SHEETAND USING YOUR ACTUALSUSSTRATECCNDIVON(MULTIPLE ) ANCHOR/SUBSTRATEIANCHORAIPPATTERNMAYAPPLY) SB.ECTANANCHORGLIPPATTERNANDVERIFYTHATTHEREOUI ANCHOR OPFNCtGR'am FO0.VFRDGL1.Nu CAPACTLYISMET. '13FB CDPAESPoIIDNGDET S TPLE MULLIONS 7)IFT!¢MUWONCAPACRY(LBSlFT-)OVNNEDINTHETABLEISHIGHERTWWTNEDESIGNPREBSURERMUIRWENT(MSflM FORTHE L, FPOMfIOUREiAOOYE OPENING, YOU MAY WETHE -ANCHOR GAPACTIY ADJUSTMENT FORMULA' TO OBTAIN THE LOWERANCHOR GAPACTY MUIREO.WITHTHIS CODESJSTANDARDS 115EOI VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FORTHE SAMESUBSTRATE .2017 FLORIDA BUILDING CODE(FBC). Mo 8) VERIFY THE DESIGN PRESSURE RATING (LBS ) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION •2014 FLORIDA BUILDING CODE(FBCA STH EDITION •ANSVAF3PA NDS2015 FOR WOOD CONSTRUCTION CAPACITY (LASIFT'1 OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION .ALUMINUM DESIGN MANUAL. ADM-2016 PRODUCTASSEMBLY. •ASIS10B12 USED AND TABLE VALUES USED IN A SPECIFICAPPLICATIONINHEN USING THIS NOATOAPRY iORAPERMR. •AISC SBDIO 9) HIGHLIGHT OPTION PRODUCT REVISED .....Pply gWIM M. Florid. BuIldl., 'do NOA-No. 17.0630.01 EXPim6an Dot, 05l26)2021 * No. 58705 DETAIL A' DETAIL B: u MULLION TO 2X WOOD BUCK MULLION ATTAC DTOIX u xsTXw TYPPEA S..TE. OR WOOD FRAMING WOOD BUCK MASONRY (OFFSET CUP SHOWN) (STANDARD LIP SHOWN) evOTn rgt L oz w AETMC'sIAINMO TABLES L=noNs E EWE mTAw CUpaAyDE MI.. L MIA= F. Nry MTLL'J�'W FN, THiswmw SIDE VIEW w 0 .UJNQ 0 z AmaARDOR Z wpmym 0 EXTERIOR �,,Eoay m z 711SMETHom No VQ Z 0 EXTERIOR WNEOas. m my .0,0 m SSETA 10,13B SEENCTE 1. SIDE VIEW FRONT VIEW INSTALLATIDN 1) ANCHOR EMBEDMENT TO BASE WTERM SHAU. BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOWARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTDY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOU.OWING SHEETS. FOR DETAR-S A-D, EITHER THE STANDARD OR OFFSET CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAJD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL SEE DETAL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMWADIE COUNTY, ME ONLY MEAIAI E MUM APPROVED ELCO ULTRACON OR ROO Ile SA AGGREGATOR MASONRY ANCHORS, FRONT VIEW PRODUCT REVISED .a th. Florida ...a. do NOA-No. 17-0630.01 Explralion Date 0512612021 a DETAIL E:� A DETAILC ti .,y1. MULLION TO MULLIONS y MULLION DIRECTLY ATTACHED TO MLUDN INTERSECTION NOTES: t MASONRY STRUCTURE 1) MAY BE INSTALLED IN TEV OR 'CROSS' (STANDARD CUP SHOWN) ---� IWERSECMONS. Ee Pex E 2)MAYBORVELIFAUOY. ONTALLY d 1 (GHOWN)OR VERTICALLY. UH vm. duLL 1 B SABLE &Ida TOP VIEW FOR CORK SPONGING MULLION.52123 O h 1WPMAYBE j1 1 I EDGE 4fµCE p Q 3 1=II I (p e x MAY VM16�•--1 Y1 J N DO ]tl5TEBLsCRWs. �¢ _ a 1 � •1'.0 \\ \\ N UDNA10 USE ES�WNGDRPMS is EXTERIOR I •••••ANCNCV6 IlZ..E9,AED y1 . Lur Inw &5D I1SEUSEo wa mMER FRCMETYPEs. W L LP0.5EmI \V EXEERIOR TYV. M'LHd1 Fel sumTaATE, �a6BTAs1Es+e.ue A d B �TWx ND Q Typ, A,yyp, PERSUBS31EIl SEETA6lE9 tb19e SEE dIEElL 313]wR I+CtE EDGE FRONT VIEW mm ATT MEXT DmµES BYC ET]. ME tABt SEEN E1, 16id9 61 t. NIN 2l nN L0NGiETEOa OAII DISTANCE eEETABLEs NN31NBILWLPETEtli L1AI 1B.I dB SIDE VIEW FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD ICY I (STANDARDSHOWN) BASE MATERIAL SHALL BE B DWALLDRESSWGORSTUCCO. ND MULLION SIZE SHOWN VEARE FOR PICTORW. REPRESENTATION IR CPPACRYIS BABEDP LY ON THE ANCHOR TOANCHOR DISTANCE THE ICATIDN OF PNCHOR TBE FOLLOWED, REFERTO THETABLES ON THE EFNLS AD, EITHE E STANDARD OROFFSET CUP MAY BE USED. 3) ANCNOR HEAD TYPE MAY BE PANHEAD, HE EAD OR FLATHEAD. A) MOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEEP. 6) FOR MASONRY APPLICATIONS IN MUtMI-DARE COUNTY, USE ONLY MINAI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO lte S.S. AGGREGATOR MASONRYANCHORS. TRY[NP Trv..wwDR /--'FERsuBsraATe `\/ SEE TASLFS IBYaB ~ `ro SEEBxEUS r HOUE xalE Lawnaa ® EDGE DISTAN FDRSTEELSNDSTHIW MRIAN SEETA FRONTVIEW +d"AND wMFllurtwnHTelEn6uLow +e-+ab 60E,A]ItW¢OBAGIRA RNSIUSE¢ Al TA4mET1] pY 0114•RS. EXTERIOR UGE WOMµCHCgbPEGS SIDE VIEW. NOTES: 1) FOR 2X WOODRACKED STEELSTUDS, WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 520, FOR QUANTITY OF SCREWS YO O F¢ N C a ¢ Z{{ O O 0�I 8�it PRODUCT REVISED es D-t-MRB wltN Me Nodd BWletne CCello HOA-NA. 17-0630.01 Exptrotloe D.I. 05126/2021 * i No. SB705 r DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEEOETAIW9 SIEETS 2MO 3 MR"TN1AT TOSOBWC31PTRtl ES G G D O SIDE VIEW axo�•Nwrtx rxex42s. MRAuw L1 .EXTERIOR NOTES FOR WSTALLAMIN OFTIGNS F. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2E X2.1V X.12E MULLION. 2) SEE TABLES 19-133 FOR ANCHDR QUANTDIES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3) THE M CLIP IS NOT SURABLE FOR THIS APPDCATION. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) D O O TOP VIEW TYD.PNLXOa DETAILH: BAY MULLION INSTALLATION (ANGLE CLIP) PRODUCT WEVISED ae..,I NN 0. Floaaa IMDw000 Dunaig Hoa-x.. 17-0630.01 EXTERIOR DRMAS<1N0.Y Exrealoa q E.plmtlon DAlo !M12021 5 BY Mleml-D Proaud con \a" PTONRlOR MV^OOON NLM, IX.N NM ORM E ry 019TMTMILE PFA (j 2 . NiLNMi NOTES FOR INGTALIATION OPTION G 6H' `�S,ApNY LYN/v�i �A D O 1) USE2ANGLE ClIPS PER MUWON MO. CLIPS MUST BEINSERTED INSNEOFMUWON.Z)O i VCEN � Qa'�• �••••4Ta TG: SEETABLE5IB-046 FO0.ANCHOR pUANTITI-e5 M109HEET921-23FDR HDIE LOCATIONS LOCATIOION9. a : * ;' No. 687, II -• _ �A 3) DETAIL H: SEE TABLES ISB OR 1613 FOR ANCHOROUANTITIES AND SHEET 22 FOR HOLE •• / �T�� %�'(` `', ATE C 2•�/(2 LOCATIONS. O �'.SA0NG`E� AL�ONNdNIMILLLEH, P.E. 8 FL F'.E3t 58705 malloncopa tyTable sm . Oponmg WItlN (brleNwly¢pvnrpmusi go In )orOTbnin: HeIpM(lorhollmrst"Parramm9ions) BOIn 1N In Win e0F ]OA 1201, 140b IBBF 132a.125 P ,,Dr lm4^B Tm9nrl.2. b=4 R®WYv I Dno IIeP"mm0 brit 1¢cd'pM LmSn] TnPilm} Lvvtln9 PMMINr btll9 ]Ryllhlp heft Reulz'9Yer LmMI TBmlm0. bMq Ra<MP4V ".a TupTN'9. L4l'nI Wflvi9Vr LWnO mPRnma LUBrp N]e,IBJ4 I Irg VrPImmO. Immq Rm1mIyM b60W Tr441nNY 1-In9 Alum Tub. P d_ d�4� a P 3 L 4E P P � �d �'..'.. $� d $d h ?d ,.g�_J..$mnmon g� �� $ $d 1 as l I 11 a� $' HN Ifial IN 120.3 333 BAD Wa 116.5 32S 79.0 1 40 1107.0 ON 69.91 IN INA 310 1 @1 4W INA 1 319 !19 409 IOTA TB b6 40) 1W.0 Ma %A 469 1W.0 31B ]SO 4N IW.O .9 46 p1 NB a. OLD »9 PA ]I] m6 353 63! 313 tip NB bA 312 W3 NO 41.e 312 81.3 24 DID 112 61.. »1 11. 11D ..a 24 ».a 012 Do 14 .4 012 BID ]4 S0.E2lF W9 »1 ]e6 DI W] »1 BIA 98 be »1 S!] EI i11 fA1 EO ]I.B 3N 49] »0 1fi8 2» 4p] 3t9 T01 »1 49] 319 20.0 361 A9.] R19 5 N,, 52! 24l Sl.! 21n 430 N] 49A SOD 318 N] 4L0 IN Nl ]BA 1W 10.] 34] HI 193 Np 241 .V.1 1W 1A1 Nl ».1 193 1BA 24i ]!I 1031W41]120NA NO ]1A 1N m0 N.11. Ip9 113 3N 160 DW 50 IW?a914B1411. IB1 A7DLe 1B9 N.B 14RiW Mt 130 20.4 IM D11 Ise JUVW K mF E2 1m a,1yl 16! tE 19.9 tlt 159 I36 11.a 1\B mN Its 1» tAT 1N m] 1N \BA 10F mF nA ue lu IN NC2ID Anchor CB x TOhla s ' bm[fdl8 Ih GT[M Sfa Cve. Nvfes CMll Nv]CFN PTNW] Gllp Pamem3 PIkpYTYP v16 Ftv Vleaam IH'CnlNfxm v16'Fkv UPmm vP Sh. Udpm 1/P99EIm"char Ae.'v41Lor YLmm AWrtGyvr sole ryfl 3c'a F9.0}ArcIOI®]}'NIO.CB00d 1m4 ba ZIOd $m@f ]X P/ iblb ]T4m ryllb 910Ip1 Nlb 43mI N11112. AMIgnD1.14MIn O.GI4W IEf 1Wm WA WA WA WA ]90tr WA NfA WA N'A WA m$b p]fm IAmivr®YBtno.C]Q3LfA yb OLf/ff¢.1] IBBWr ]Wm WOd INtm At. .Od OW Dr WA ]Wd TIBm Bp]IW 18Wm @Sb NfmWA WA WA WA WA NIA WA WA WA WA WA 221bWA WA I hole run Inc urrau .w.lr, uac me aw.mn...,..�...� WCHORCM,.ea.� ANCHORCAP.- "WON ORMULA TO OBTAIN THE'ANCHOR REQUIRED' CORRESPONDING TO AN 3ESSURE REQUIREMENT FOR THE WHEN TT IS LOWER THAN THE MULLION (FROMTHETAB()OFTHESELECTED RWILLYIELDAMINIMUMANCHOR WHICHOR OP USm Mu_ LL ANCHTIIXJ9 fA0THE I b'Y 2 PRODUCT DEVISED Builmn9 wiq N. FIMBa NOA-Ro. 17-06a0.01 E"o.u.. shot. 09/2612021 By Ml.m ua-a W FIGURE I: FIGUIRE2 TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET IS FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION M.ETHO03. -11.WT r- R) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPMING WIDTHS ISALLOWABLE FIGURES: 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR E/ACTDIMENSIONS, SEESHEETS 2143. • . HOLES TO BE DRILLED INTHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ``pp1YLVNryM4 ANGLE CLIP MUST BE USED IN PAIRB. _ CONCRETEM. __ _ CO,YBCRETEBLOCKUNR(CMU)SHALLCONWRMTOA3TMSPECIFICATIONS. C-e0.W DSHNLHBEPWRE55L1RE-TRF.ATEO .125 ( .`�xpS,a:'UCENyF':�C���: FIGURE4: FIGURE& FIGURE 6: YETLOW SOUTHERN PINE al AN SG OF 0.55. ALUMINUM SHALL BE ONST5 AND BEA MINIMUM OF.I2 `: :P No. SBTpS Hoe0 yr 0-1 UU��UU��J THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.OW THICK(18 GAUGE). STRUCTURAL STEELTO BE AT LEAST.1]S THICK AND NB. ALL ANCHORS NM METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THEMATER..pR12ANCHORS INTO WOOD MAY BE 6TEEL, IE6B S.S.OR 4105.5. WW 8 1'X2'X.12SMUWON =*i �•Oi A LV FL TABLE 2A Marlon Capacity Table Opening Width (WBedlra954pnmaRi Sam @F Ioln @n Refians) Pr OPenin9 Hol9h!(Mrlurim9a%cPaWirg 90In Inao MoNane) It3BFI talb 180n l i2 ad76 RMaiquW Laa1BM TmnNi¢ LwfPn PeMnpuly RapTnara. box, Neaxgr[v lm0un TmyMap. 1aane 1®dIWElrp Reorre.ffil mOer RaJMVW, Lotlry Ralaggr warm haF/fMW Leaha Pe','IenWlu LwJq Tmp'Mmp. L[%Iry fiNVNfllar Mtlly TvpTrlaM. 1 JBp R0.WWMr LONB$a TM'lllmn �W AWm. Tuba' gLUJry � 3� a � a q5 g$gpd 38iG. li h5 d @ 2P z@ en tia.0 BA t]00 W 15L3 Imo Oe 12971.SO 17a0 Y8 Iti6 1PA4 SIB al B@ 1119 517 BDB 60z t®.9 517 711 6@ 1600 51r at8. a60 16a- 0" M7 fig ar" A> {OF 180 @7 INC dIB 1M.9 W7 1193 Itn Bda rDl iflfll an 70.a Sal f02B 3'A In. S. @.B 397 e00 Sal 83.0 336 Gal 01 Bna A6 Ad gal wa 9m Mo su @a 396 W,675F 10.i.7 1@ 11{B ]m 814 ox Me 371 71.1 {16 fP.6 YA MO#-1-3W 01 1"fi 'BI'J 367 m.B 146 Ba0 33B 412 1`fi 00.a w X3 4. @0 an 331l58 m0 Bb&F B51 Im @.] S19 )1p W] 0aa 3R B1.a 4W Rl ffi SBAMe O.5 400 G0 310 {27 IW @3 B19 3S6 4% w,0 11] m IW 11. .0 261 IW MO 313.3 ]N 63B 31n 51.0 @4 57S an 415 3N 51.2 3w ]B.a50 MB 3w m0 2fl 9t.1 ]L LL'a 2w 36a ]il 1035 MWb 53.8 'ml P.1 ]53 48 2w 443 246 9fl1 2B1 p.5 N1 53. 3P 340 IIw 37.1 3B1 28.0aW 013 2l7 221 TN y.5 iA 19.2 M 01d m I" Yw 3i4 Ya0 49a@a'A.D i9 .4 Ytl 331 M 37.5 =1 39221a 30.0 910 21! 94 ffi0 29a YR la. if0 167 ]Po Z/.7 29 il0 93 @.] In 207 95 36{ 10B . 196 2a. 216 & 16J 1a0 @5 231 10a 1&a age 2A3 07 119 23b 1R5 175 11a 23b Ia. IM an 273 170 Ing 3@ gag 170 na 17.0 2@ t07 1)BN 3a3 1@ M.B Itl Ins 1@ =I 169 '6] @.0 18$ I1. 1@ 14.1 1@ 101 191 1A2 1@ 1fl0 155 11.8 1@ 113 192 10.1 I@ 14( 1@ SB IN 141 160 BOh 1B.6 1N 10.0 12B 104 19 Ial 1m Bn In 152 in 10.E "a I HtlLC LO MCR07Ca a Table h SUEeaaa a>[Cuvtle 35k Pic. Ho4w GVl1 FtlIK CMJ PT Wad Me•q 01B'Eha L18"Edo i/PSSEbr Y12Sttl YI361eN M[MrType: 1"WEe.l xxOn 1/{•E>Nlram aBWnO 311'EMUTwn IMFdp lllawm pWrtGOW A,arxer, Vesan AaaeGebl 6[mv IGS)a[mxIG5 raa(a1 6envltll Anchor. COp PoDems EWe DJWwpnt 1' LV1' Y1? }tA' 1• 2-I!! I' RIfY S 9.IA' 3' Otl' D. H'. FSRdnCll pn 1S/{' 1-L9' 134' 1d/9" Y 1-110• t-I/{' i-TIC L11 NIP 141e Y 'me MIMI nV!SNm. r{DIY 9)dw Ih. wY 0v YpWPPIBIm9�dlatlimPlplFlp.1{BDPo[i@msWA WA WA YOIg N/A WA WA WA i 11PN on®YMNP.C.I(y4AW0paxIEa N/A iWw iK IOe BW da Im3 Pe WWA.A W3ArcIxa@y."N DG7LLPIp,Fb.1'b•IMm.lidl{' WA WA WA NIA NIAN/A WA llllw1W1[e IW Iw 325W N9 me war" ea. In0 Or IR We 171 a¢taWA WA I.Ib WA N4 WA WA WA w a0lw NOTE: FOR THE OFFSETCUP, USE THE SAME ANCHOR PAT FIGURE I: FIGURE2 FIGURE 3- 1 0 • 11 ANGUS CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURE 6: j- • TABLE NOTES YIELD A MAYBE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 my SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. 2.� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 117 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO A511M CHID. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUM INUM SHALL BE G0 T5 AND BE A MINIMUM OF.125' 1.%Y'X.3>S'MUWON THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.I35• THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & N12 ANCHORS INTO WOOD MAY BE STEEL, 1B8 S.S. OR 410 B.S. THE PRODUCT REVISED on ompNing wllb the Florida 8.11ding EEaGd NOA-Ho. 17-0630.01 Expiration Date 05/26/2021 No.58705 - Mum00 ca a[ TablO sAT] O'nog M01(f0 *a MmM )orOpenvgNeigM&r IRIISIddlydpBRIIGm OW) wN wh no, Wp win IwF IAp 140N 1wp 1a2T51 RecIL9+M IneSry T�glNmq. tmina rBemVVHm Ln[enD 9aMm Man PO[la-Ally UCAN; Trt✓¢i[N. Laas. IC 3[an 0., ]®IDy ReNnWh[ IUNp TreNHis9. Loon ReVUPD[[ Uan RroThn¢ Uan pnsYn9Wr lad9 TOWmYW. IuplW PeeimNUW ]m6ro TvV1deC. Lmey PechnpuW U,.. TnNaiWi0. LoaSnp ATT Awm. £_ y 3.. g' n '1 S� 3 � 4 �a is wp qao mD Ilow as IVA ]M 1N.a em IVA a61 1110 wD IMH w3 1]a0 519 17¢0 Ilia IRO MI IVA tzw in M IwJ 'MI 'no @I ma 13, IRD SH 1111 IN+ Imo RI Mp IRA R] IXb wl 1R0 an IRD aM IVA IM IR.O aW tAD l,a 1R0 m 111a 11. IRO wt II It" no 55] II35 11]9 IVA w0 UA II19 IR.a an 514 IIN IRO 0w 'L.6PiF IRO ]O IIOA w] in. 52 1>a0 Mt Ifld IOA 1]¢0 M4 INTO SN3 1R0 121 IN.S +OS 1R0 NT 11T.4 ID# 1➢0.0 )Y BL9 1PR 170.0 l05 0iH t0A 1R0 ]!B R4 1D# 1R0 Tw Mp 1]0A Tm 1R0 613 151.] BOT 1R0 aH 13U wT IOIA AO 0 IUA 90 M5.0 M Ida w] 141.1 110 6a5 w] HOH TV 6B.t DOT MO.O TW w5 BM 14.0 Tw w tell TN "" an 1174 M IMs MI 1NA m 1160 S9 T51 TN SD eW na A! a" 5Te !BA Pn 01.6 574 SM 715 HA 04 M.1 ]N 81.0 M4 p 31.p 6fA -- 510 f01D ® 111a M] CIA m we W.T RIB 5]A wt w9 m RA Stn wA an RD am as 5w no W 3a.1 eM 754 W L Ti INTO wl vx( sa w.3 W] a41 511 T17 wT 55.0 nl as 5U em ]1S 4. A.0 m CA 4e1 u] w1 wA M¢ ]]A Co, n' 0. 311 w] .7 w eCCC Rp ev em ma 4w w.D s1D nD 910 $+D a]A 41D 4u sm ws m 4Ye mD 5nD f05 ND 5m 0.91 42 Ee.] vD w SW ESd aiD u.3 e93 NIn wA wB rza wD M.a Me 8t.rl >9E wa 45e M.1 9]e FJ.{ we 4eH eR Se.9 4as Me STS M.T M5 41d 8sI 3eA 4M ]].] 3@ NA In a. ]n9 .1 4Y So no RF e¢3 w 5I.0 YI 515 w5 6¢0 STJ MA MS 492 XB I¢I 4A 4AT ]9 M) w3 408 3!5 33.1 as Ml 031 345 439 M4 N4 i18 4.0 we M1 3a1 4]5 D]y NO 04M IL5 "Yl 411 300 HB m ffi4 3M 38.9 M] 5LB 350 Sal #] 3U 315 T]3 9] 31] 'QI Sag ]]I RT Re 1]A ]Z] VA &2 11A Sb IDJ YA 95F U4 m L .1 Es] m 398 19 LA 3M A0 Me 31.a YHE 311 ]M 141 30I AlA ND 11A of tU 34 IU 3w 1.. EL laem NA m :4d :w w: m Eae zH n.> m Ie.D we I11 m laa 1� fllln 231 3o a.1 1H m.e zla 19.1 m1 I10 2u IeA lee Igp pA tM 1].0 m) AlWhol Ca N Tabla 1a $Yp]Ms ]T Ct CItIn ]MO.tno. Hwvn GNll Food.. Fi'AM NW NrcDvryp[: Anchor Cllp Patl¢mA 3118' Ek[NMnon I 1M'Elw ulpy'[n RIN Do mean SICEhomhm[n 1M'EIev ODraeM Ill"68 E6o ADe.DNN biREko un.wn 1N'6H Fln A[P<GOb efO arcs, saeo ms3 dt3Hle9 soles lost mI e0e.p5t Eno W' 1 1` JI? 2.11Y }VC 1' T17 P ].IIY T SV£ T O.M' 031` 0.#1` EmENnut F11' fiW 13Y' 1. 17 4W' -ul ,nM "1 1.11, 11 T ISR 13T `eMi I..94.15'Mh O.G/6t0a4Evnitl dp Q?0. tI ]4]En ]wn w0 &900n nNb iIOR[ Twb ]N Rn IIOIb ]14 N1 D81 Wn Ma IY M10n 441b YOb IprcMnp l.I4 Nh O.0 l90mMa(v05lN CYp ('1p Tl MOn RO ¢n WA NI WA WA ]Mb WA WA WA WA WA wE Pa WID[ 11An 4Amtmn®YtFn.OL IR1A5Awh pp /FID. SF 1wb 1w Dn MI. t.a. logo. MOtoo 6w lb WA rt01n I46N Bwlm W92 �A4 65'l 1p 11IDIb 3 Arc�cn Qaw'Mn.O.C.I WLP.Ina0-ANn.IFl0.4l WA WA MA NIp WA •WA WA wA WA WA WA WA WA WA ]fobn IANrv/FLop ffla sl +B]b Im En MI.Iw. ewn 115n IwW vl. Slolm ID11b m. Ann Ho mn TEt lef 10o mn aC/falp pn ep zwn zson wA wA WA WA Iwn wA wA wA WA wA NI m4 4Qn Soon EFORTHEOFFSETCLIP.USE SAM EANCHORPATTERNANDPNC ]GURE 1: M RE2: • • • FIGURE4: RFIIG'URRES: FIGURE@ . II II� • • / � W 64 Y Its ¢ X a O ANCHOR CAPACITY ADJUSTMENT FORMULA: . (DR.) X / ANCHORCAP..,�,�,\ pANCHCR cao _ `MULLION CAP.,,,,. USE THIS FORMUTATO OBTAIN THE •ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACIUALPRESSUREREQUIREMENFFORTHE OPENING. WHEN RIS LOWER THAN THE MULLION CAPACRY(FROM THE TABLE) CF THESELECIED MUW ON. R WO.LYIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHORCAPACITYTABLE vluuts Aa l Htallwu WK QDCWCLEO VALLUyEESS..ARE USED NTHEE EoXAMPLEON SHEEET2244. ✓ -` TABLE NOTES,O /b / / (JQ�AS /y • 1) SEE SHEET IF OR INSTRUCTIONS ON USING THE TABLES AND SHEET 0 FOR NFORMAIMN ON LOADING SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-M HOLES TO BE DRILLED IN THE FIELD FOLLOWNG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.M FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT(CMU) $HALL CONFORM TO ASTM C-B0. WOW SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMIN UM SHALL BE Ws3-TS AND BE A MINIMUM OF.125- THICK STEEL SNOS TO BE A MINIMUM GRADE 33 AND.M' THICK(18 GAUGE} STRUCTURAL STEELTO BEAT LEASTAI THICK MD An. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. Ma  ANCHORS INTO WOW MAY BE STEEL. I" S.S. OR 410 S.S. d 00 PRODUCT REVISED Buwmplyin9 with the FIOHtla lltl]n8 COO. so.'M. 17.0630.01 ENpl.tien D.WU5126/2021 * : N0. 58705 FL w��•• Milt.. o Ta010 OpOnlll6 t510M Rpr ]xNaOpepBM1G JMimo) prOpOnillp Halehl(wr MAmlteBa`0PH]s!0 nluliavl NO, NrT 70h a 001, IWIn ImN MON 1WN 1iS.i01 RrcMyb loa0p BgITIYrg' 1 v Wxlrr]u Uo o Trep'IM]y ImA^0 RtlmyLr LOOP, TlyrtAeq. LSai, ICwrg/v LUJiq Tnp'MmB U.&V RclmWlr bd'af T2Jrnerq. Iw4np ReamBYv. Lu4np TP'rdu9 !®Lrq Wclagda' Wdeip TaWrtlnp. LveOnB ReM4Nv Lm9np TraBrtAazp. Lm9np ReclxpAer lnain0 IlwM P- Im619 .650Awm. swop. 8� 5°I��' S 8'E 3 I'� �$ ee �� "rs��� b UtO 1.0 UP 170.0 OP No rN VOO On 1700 BM 170.0 NO 1TOo BM IMP 610 17%01 1116 ltao Stl Imo 111 17¢0 RI INS NG IMP m 1aa 10m ims on ino IBm no.o ul RIO 1,01 no Im.O POP IMP sW VTO sw 170.0 BO] 170.0 NO INO vA Imo ON 1740 1 I216 Iran o)r IMP Nir Imo BOB 141.7 Yq 170.0 wo 121.5 110 fm0 ON III 141T Imo POP Uw IO Imo x] Im0 50 1m.o Bfl 1no 01 17oa INS 170.0 OR 1m0 110 Imo TJ] IMP Imo Imo 747 110.] ISM Imo IN 121.9 GOP Imo no INS 12M Imo M o1A 1T0o Imo IN AIn 1m.o NI 17p0 01x Imo BN Im➢ 601 170A me IM IS IN.? I14 Imo 0e IN4 HIM Imo m7 IMP 1130 1710 ON Iwa 1150 17MO M1 ml na IMP ml T9] uW 1720 MI Mh Imo K1 1ma mi Hes Hs 1L]3 m1 Im3 Bm HA5 N0 tW.e WS 1=3 TIP ell 015 mB tM Up 015 NL1 Tm ma Bts HA4 m5 UP Bla 114.4 t1s Sll Its u4{ Hs Pb 'I'Ol No 1MB T10 1 IH5 e0 t9B ®1 tms em ete 5A 1122 SN MA On IN-O US mB ON wA IN UP IN M3 No L] U BLt NO 47A On W.t MB Wb +IlI l5) 110A NO 110A M+ 119A Ca5' &] T61 RS ]si wl MI mI mr 0.1 NE Ma 79 M2 ON NO 79 m.o 5a] ITS Ti) m3 BBI 41A In RS sH Rln 101.1 BN 108.8 15] N.B ON p1.0 140 Rl 6A Ble BID T!3 N1 n! ®t MS 614 SO.B 1N 02] 5M 4B.A noSri M] ]8] BID M.] 49r ]1.B 6]e s!3 49r0&5STI B0.1 IBB 72.1 571 )fle 46 T. 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EmEtlmm+mj wr wr z I-vr ulu• 41M• +.iw Vvr 4vf z Id2 +32' v*e RNWMr ®4rYMh O.G/8 eNaCfra Olp(F11. iR ]BIm A904 a 1641 pa 9pp lep ly 1%da i1B4 ]IAba W11ea p8ba NI IN N34 Y04 4ArcbnG 1.+S MIn U.C.19bn4atllaOYNICM(rb.R RON albWA WA ]001b WA WA NIA WA WA fiBLM iN 11In 6] IMtMn®]'MIn.O.0 /DI bSAryq Gp /IFU. ]j iPo be 7WYr a 10M I0a MO&a SSBM WA ]MIM 1401b fiMl6a IMJIb 6811pa b Ilab R AxAvn Lpo.{S'Mn.O.C./YCrp. Mv.12YA4n.15h4)' WA WA WA NIA WA WA WA WA WA NN WA Hsb IN. In. UP" 1]Sb UP 1. lilba BmIM In,. ]NI6a N]4 ImIOa MOO no. A'A WA 1Po14 WA WA NA NU WA ]al 1pa Nl un N01b NOTE FOR THE OFFSET CLIP. USE THC SAMI: AH-M 1I I e WVN/W1A1Vn --- W IHe p l lvvplpvu-- C \ CIRCLED VALUES ARE USED IN WE EXAMPLE ON SHEET24. FIGURE I: FIGUREZ FIGURE 1 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURE5: FIGURER: TABLE NOTES THIS FORMULA TO OBTAIN ME 'ANCHOR SCITY REQUIRED' CORRESPONGWG TO AN 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-U. HOLES TO BE DWLLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEEFS 21-2i FIGURES SHOW SUGGESTED, APPROXINWTE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AG Ml SPECIFICATONS. HOLLOW AND GROUT4NLLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CAD. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH MSG OF 0.55. ALUMINUM SHALL BE DGi-T5 AND BE AMWIMUM CF,12T THICK STEELSTUDSTO BEA MINIMUM GRADE33AND,4 THICK(18GAUGE). STRUCTURALSTER TOBEAT LEAST.12W THICKAND A3& ALLANCHORS INTO METAL SHALL EXTEND ATLPAST 3SCREW THREPOS BEYOND THE MATER61L.410 S Al2ANCHORS INTO WOOD MAY BESTEEL, I146 S.S. OR 410 S.S. FROM THE 1'X2.7SXb50'L4UJ.K)H n x O Q a 2 0 C a a 2 rl p P. PRODU1yCITgREVISEO Bulltl ngM gwIlM1"'o Pl0H4a NOA-Nb. 17-0630.01 MI DOW 05)2612021 Im *:� No. SWTIJ$ FL P.E.0 P.E. TAME SA ---_ MIGIO.Ce ac Tabl. b OpulbigWidth(fla, a"'wrBrBkNF.).i OFAPMB HO1ghl (bu h]/b.nmOYepenr0mU60re) " SO Soh mh mM lom 100E 1211,, Win 160M t't 3.126" P6NnWla IntLV I.P'Ta Leadnp sg"OUa bMnp Rv`UkA lm'Alp PogmWlm lmdry V ald loa9OR I+eNmplw L ft T[WGtlmO. ksFg RNWgGm LAIN T@101mp. LOW, Rm a ar Lmdmp Tmf]A[M IA Ps.MPJe WM3 TlapTtl.D. Lg.. Pxb�ptl9r ImLp TIWfAm1 4'SM9 IYduW'dar IANAI IlyMdanO Imbp 500"NYm Tub. WE S L iy S F '_ a Ar S �A a � 6!! �e 3a h 'B_ &gh tr�� f v L_ � � >,� ISM a gq a n 4H 170.0 M tm.o N! 170.0 ]u 1R0 4m IRO 653 INO SO) 1m.0 M Imo SIR P60 1116 ITLO 521 IRO IN0 Ink W ITOA 14U INN ml BEA 1M! HAS W 1%.l IOW 1100 al 43M INA ]W INA ON ITOR 6V 1Ro Sw 170.0 am no m0 IR0 1133 1m.O 6M IT00 12M BAR Oa IRA 141] INA am I57.7 15]] 170A 500 135.1 IVT NOR M He.2 Ian Im.O m0 m.msln ma N] in.. 6S! INA ]ID 0A mI IRO Ix6 1]0.0 M INA Iles IRO M BAR 130 17. VT Imo 11% VISA HO %U Ual Gm i% MA t<m x0.0 NS Was I43S IRO ]36 UM INn NI Imo .1: 1N.0 M 17LO SRI VAR Ilia 1.0 M n0A lay Imo M INA ISM BEA 6a PRO all Ink 6k W6 14M 1RD WI INS 11m 1NA ml m.4 11M 1R9 $1 mF ITLLO MS 1R0 701 IRO INS 1N.0 ]T 1555 11Y 1]0.0 aM Ilt] 11s6 1fl.0 YA 19A Ilm 1Y! Gt] I11A 1158 IapA m0 m.6 Ilx 1N.5 p}9 M.] 11Y 1N} Bm 6B1 1153 1N5 m3 6ih INA ION IRO TN 'm 1N9 no 0.50 IVA INA 1515 Bm 110.5 IDN " Bb RUBS 1MG 132o Na mp INS IRSA a. 1p.. INS 119..3 WE M} INS 110.9 31. HE VAN BEA VIA W N 1&A Pd 110.0 i60 123➢ .NE 151.] SG t18i m] 133I M 102 W VB.4 a5 m➢ m5 1123 NS bA 6£1 Im.l ]Si Op.S m3 (ROLE 112 Wq p51 01.7 TN 511 BY M.i IN J. 7211 INA M 1Ne W] INA . 114.. m] B14 US 1.1.1 510 Na %A m0 11A Bm p8 Np 04] W] )AS aQ 55.9 . NA OW m.a 'm0 10.1 Bm R. Pa Rh 1002 1m 1114.1 6m PLO RI a0 On Ro Dl 6£1 1m mA Tel 76.5 m! 60.7 Ri Rt x6 51.6 RI ail S73 N.6 tm All BID mA 721 ISO IN NA M Sol bb NF 101.0 fiN 1m.1 SN G3 IN mA 56a T22 6N ]6I 3J6 0.1 Na 101 Sol mt ml NA N6 50.5 6N an ml 1.1 a% %1 NI ffiI WI 51.3 SE 31A M SB.a mh mA Sl4 III.B lY ND 3H 9A N6 NA 6N WA NO 41.1 514 4CS 4M s16 SN 4n N1 a$ SN 373 421 2]A 614 ISO 412 215 614 Sao 4a5 NA 614 No tlD tlh 31S IY SST IN 1!2 412 U.0 32 N.l AO 3]A 113 1.A %1 M.1 4'R 32p 3l6 27.1 U2 3. 3M 33A 432 ffi0 3m IRS 453 N3 UR tas 4S m] ES 1mF b.1 sx ME M 31.1 ]5! Al 31] a3 313 236 LT 113 NB m.1 35) T1.] E3 Ip.O 3) 1fl6 199 158 ]51 10.0 $] 136 ET ib] 28T 114 3R 13D 30.T 111E ]5.1 SE EB M19 M.3 SY ]LI N1 13.0 ff 1A E6 311 >03 tp} ]Y A9 3N 119 110 10.0 2% f16 3% Ifl5 a6 TS E9 14A 2M 11.0 M 13A M1NF a.l :N $2 N3 2il 1m A> $0 IAO YA 1].] Np 16.1 251 16A lm I" ION 1a. Sap uA N6 11.6 2m 121 20 .A 2N IIA 230 6] 2aB 104 ltt I.InIc.oadl, MIa ) '"N i]Y go.M ix Cm[. HNw- "wocaV IN. uai Mnhm ClPPafbmG Ndv „WO<elPrsm v4'EeeY.u[on y19EN Ulan 916•Elrom6m Yt Ekeurneen "OR FYo � x Yt6'IXo URN. Vf SS fho Amm6av flogm saamm al3%S sua (Gs) m15+a1 Sw 61:j ELga NSIDO 1. zt/z r z-Yl sVd r ?vr +• z-vx z }4C z .46` L6r Bxr emWnea .4- 1b1 "I I., r 1V4- t.vr 4v4• avr wf l-vf z 1.YY IJ z M[1T IY us ma o.L/NLN89 Or... OpQip 1) yLn 9$n 69n a$Ib +EMn aon zmlm !Nn TaU1m ]]an N1n m91m %+Rl 44)Im Ynm 1Anfm ®1.15•a1M OC/6plympgaa1 C10 p'-0 4$.5 ]$n N/A WA NIA HM on. N/A NM WA WA WA 5ffi%9 lain 114n 4MIn9®SHIM.O.C./6A 8}Ar0leC09l Pig 3l. T$n 1$n mllEa IS$n 1�Ix 6WRz 5®Im Nlq MOAN T69n US OR ISmn Y2ms .0. 114as ]ANhk.Q& •PIn.O 7-1 InM.12AA R36; NA WA NIA WA N]A WA WA NIA N4 NIA WA NO u/A WA INS 1ArtM/FCYp PI33T 1$n 1$Oa ffiSa d.: Wl ban I35n lain 1R Im .1. 1.. 9^An I]3n 1NPn mllm S$Ix 1NVM DI.IY WM1OGFCWEp 6l N]n 6En WA WA IW NM imn lLA WA NIA ILA WA %In Wlm 5$Im NOTE FORTHE OFFSET CUP. USE THE SAMEMCHOR PATTERN ANDANCHOR VALUESAS FIGURE I: FIGURE2: TABLE NOTES • • ® 1) SEE SHEET I FOR INSTRUCTIONS ON USING THETASLES AND SHEET 25 FOR • ® SEE SHEETS 24 FOR GENERAL WSTALIATION METHODS. FIGURES MGLE CLIP MUST BE USED IN PAIRS. FIGUREk FIGURES: FIGURES: ANC NOR CAPACITY ADJUSTMENT FORMULA: (D _) X ( MUANCHOR CAP.,a-1 ANCHORCAP... WON GaP._:. USE THIS FORMULA TO OBTAIN THE -ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACHYTABL.1 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ME NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-M HOLES TO BE DMI IFD IN THE FIELD FOLLOWING DWENSIONAL RESTRICTIONS SHOWN ON SHEEC321-28 FIGURES SHOW SUGGESTED, APPROXIMATE]IOIE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO A01301 SPECIFICATIONS HOLLOW AND GROUT-FUEO CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH MSG OF 0.55. ALUMINUM SHALL BE G0G3T5 AND BE AMINIMUM OF.126• THICK. STEELSTUOS TO BEA MINIMUM GRADE 33AND BW THICK (18 GAUGE). ETTRUCTURAL STEELTO BEAT LEAST.125-THICKMDA . ALL ANCHORS IWO METAL SHALL EMEND AT LEAST3 SCREW THREADS BEYOND THE MATERUIL. ME S 012ANCHORS INTO WOOD MAYBE STEEL, I" SS. OR410 S.S. PRODUCTREVISED Building 1XodenTlh No Fluid. xoll-xo. 17-0630.01 BapHa6.A Dale 0S26Y1021 No. 58T05 =_ TABLE 6A Muman C,maaNT•bie BAEr) Game., Wielw (Io71eNNTrapaml1gm16am) 6]13pe111ng HeIght ImrtwilnNelyapem2r0 md..) Wh SOX ram wale I 601n WON Iiaw IIOIn Me ta4a.139 fla1+N+lY MP'm ©. PAPagOY 1 TheTmem hN.FN Imdhq Tlethat. tmdrq R.CXIa1N1 LmGP RaMAvW 1®GB I RectnW'0, LvaEw TSa'TNn. Lvvbp FEUD% ae LmM➢ TBIJMn6 I,KE' RUltavlA LNbem T Mm byry RevbWle: IomSlp TrmaIRXna, Lm n3 PAUmaOr L4iq Ti6aNq. 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SVP 1. 1 S-1 1• F1S Y }Vr Y OM• pY• mAA' EniHamldJ 1W I.Y4' 1-YP 1 1-YP P 1411 1 I-11{• MN• 1.,.- 1-IR• I -VI Y 1-L6' tAa' 'alma 2MCNe mt.>4 AIh 0.c,/61xX1JPC.9tl Ltlp IFh 162] SNbe SEEM We. nN IM tM. 210as .1. ]Np Tlots 374 I2 EMU MIN Mium N21N Somw I A.N.2t ' O.G I... 101016eq 11111 M IN. 7Mam Sao to 111a1Ev an ON NIA SWIM WA emu WA Met. M In. KHShe ",I. n ANe.0 I.W N0.0.C. I a...NIChea U1 I tF SMam 1NOW9 WA WA NN WA SWIM WA WA WA WA WA IAaa. Ime, ONO Cs I ANMrt 01.11 O.CI 9) IMON wM I110S NO). The. lee Oe 15WM ME. MEN SMIN WA PMM 7". Bows ISMUe NO Oa US Oa ".. .Aee-O S Mn O.G rM th. g. In IT Sr 11mm MOW IMN AWmi Nelms .11. .1. WA 1110b IfRL MORM EIO Pe Irmo I.. INa we {Aebs QCASmX.QC IIW trb.12SA1eM11Fy 1j WA WA We WA WA We WA WA WA WA NA WA WA XN IUOM 3AIvrm 03B Nh OCf iabDA1.R No Se Sb Es M. 7A w3 MIN WA OW ON WA 311Pe WA wXe WA MI. HOa IN Se {M:laven l.LSNh 0.C/ -. .6j 'em xM is WA X1A WA WA NO. WA WA N'A WA WA N]Xa 645 av I120 We NOTE FOR THE OFFSET CLIP, USE VALUES AS THE STMIDARO 0.1P. CAPACITY TABLE TABLE NOTES: FIGURE I: • • FIGURES: FIGURE{: FIGURES: FIGURES' 11 SEE SHEET I FOR INSTRUCTIONS ON USING THE TASLESAND SHEU25 FOR INFORMATION ON LOADING. SEE SHE INTEFFOIATION MFIGURE2: • • • 2) LINEAR BETWEEN MULL IENGLHS MDR OPENING WIDTHS IS ALLOWABLE • • • 3)MUWONAND MULLION CLIPS SHOWN ARE NOT TO SCALE FORSXACTUNIENSKSNS.SF SHEETS21- HOLES TO BEDRILLED IN THE FIELD FOMOWING DIMENSIONAL RESTR;CTIO.NE SHOWN ON SHEETS 21-23 FIGURES SHOW FIGURES: FIGURER: FIGURE7: SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • 4) SUBSTRATES: CONCRETE SHAM CONFORM TO ACI 301 SPECIFICATIONS. HOMOW AND GROUT-FIMED • • • AM OONFOW TO ASW WOOD SHALL BE pa PRESSURE-TREATED) • PEWITH MSGFO.MMINUM(BENDBEMMIMU IMSTE• TO PI GRADEN CGAUG. STtA�TOATLETHICK ANGLE CLIP (FIGURES 56B) MUST BEUSm W PANS. AND Alit. ALLANCHORS INTO METALSHAILEMEND AT LEAST 3 SCREW THREADS BEYONOTHEMATFAIAL We A SR MMOR41M0 WOOD MAYBE STEEL,105 S.S.OR 410 S.S. `19SO rg E Z =ANWORW_ PRODUCTREVISED BrwEing ICememalth the FlorlOa NOW-I2o. 17-0630.01 y iWV r- 'CVV LYNA( f a..LGENSF < *: No. 58705 A` BT z .125' :�,n'. 8 CATE 1; T '�iS70NAL E,C TXP%.trS ALYNNMILLE�F AILILLION FL P.E.0587M Rhili Ce fifty reels Ibaaiv Opening WiJN (Arwillmd"pandr, mMmw) Or Opening Height TOW roAm1AaP/sPamirg INIIOre) .1. Win Min MN Nin ISAW Min ME MAN 1 A O a.375 a6[Impdaz Letl,p 'RnDRAm0. Letln9 ]'<Psi" I U". INIATIM. Icfb^A Recmply beZ. LWlAmA. la[Jnl MEOUNIa/ ANN, TnpTUm, btlAt9 JAAUMNel Ica" Teertn.' ANn9 Wclen➢aAl Uachg MJMNI, LmOrN IE.nmht lwJrq Ra. I. lavJnA F IAn,i ANAN; Tr[p,TMra, LIN"A Sol. r Lm6nD in1✓IXnA. ln[Ary Alum. Tube M1tpubn e a s a a % a s A,9 a p a a F A p a 2 b a A, S n a� n SO aN INA Q0 INA MI 1]0.0 744 1]O.o 4m IIO.o SOM vas ON INS W2 MA �01. Im.A m6 Im.O 521 INA INA INA 621 11ao Iue 174D RI INS 1735 INA NO INTO 103 IN.D 54 .1. 9.. INS tIDa 514 v... esD INA 0M 1]0.0 W2 v4D NO 170.0 1133 INA Wt 170.0 INS INA 01 INA 141] IRA BN 1MIG IND VILA NO Im.O IAa INA ee0 1518 .1 Imo aW 6002aN v0.0 H] 1]0.0 N3 1]Od WO IRA W'I 1]OA IWB 90.0 6N 1R.0 II49 1N.0 R] vO.D 131a 1140 1O VAO 14M v04 ]W 1M0 1701 INA NAS INA INA INA iW 1.6 IBIA IRA i58 Nln 1]0G ]9) II0.0 T2 1i0.0 056 1N.0 W1 1N.0 ON 9IO,D ]N INA 1275 INA WI 170.0 14N INA 6]] INA ON. 170.0 IY 1111 I710 170.0 N1 IVA IIW INS 181 120.0 INS IRA 6N WM INA 6N INO RI 17U 10P INA 17 INA 1240 INA AN 170.0 11v INA AM IMA INA 170.0 OW IMA 1610 170.0 MOSS 1290 LAW 114D 100 HIX 1610 DO.. INS W3 1019 INA IN, win INA US 170.0 ]II INA 1116 INA ON 170.0 MOM 170.0 Ab ODA LAIN INA 105 111 IRS INTO INA NIA I5R INTO HII 1v.5 INS PALO 11. ID].] IM 1. MISS .1 INS IVA 115] f. IS In 170.0 074 1R.0 MA 1M.A 110 170.0 NO 170.0 1]01 170.0 WAS 16" JAN INA tm0 IK6 NT2 Ima 1148 INS 14R 15N 113D 107A On NTA 11M 01.0 IIR 14e.A 11W 843 192 14U 11.4 Rln 1TD.D I. 1mA A9 III. 17)f fiOA IOW 110.6 1]20 -t693 11N 1.V.G 1]30 149A ADM 111.] MAN IT,a ION 1058 1]N 12a.6 NY WO "N. "'A I- M,1 1]2G II2A 1M3 MA IIN 112} 1012 TO In fl40 112i 1]0.0 bi 1"A 11N 169A HIS 1232 MICA 1W.. OW J22 11N 1AP 976 H.1 I1N 115.3 004 60.E 11N 1WA AE i1.8 IIN OtA NS INA 1104 W.1 ON M.1 1184 92.3 aD 2 ]01n 166.1 1121 1100 N] INA 1131 I4]S BN 110.6 1131 120A A41 1Ne 1R4 1NO U1 MI 1124 INA MB mD 11M %6 BN M.2 1124 NS 6W U. 1124 N.1 at SIA 1124 US 570 WOr 101.1 NI 111b ]50 W.1 AN W.] ]N 113 BM a21 111 SIT! N1 N2 NO NO 6N NA 1M NA NI 61.4 6U "A W N.2 810 W.6 M4 W0 60 MA 84 41.7 6W NN 641 PS 0.5 N] 142 ]Y' T)2 fiR W.6 iA3 6)3 041 N.] H2 US aN 4L5 ]R 641 M2 41A 1R 40.9 614 37A ]42 0.6 6W 31.6 742 39.3 6W VS 1Q NO 6& IN, R.6 SN 619 53. 52.1 5N W0 621 44.) NO 40.e 511 UA NS 41.4 WS ]4A N9 .7.3 49d 31.1 SN N2 A4[ ID.1 N6 N.6 lei R.3 NO 216 An 1A,0 6N 24.7 AN Ill In VS US Si W3 ISO ON ASS AM15 112. NS 12A 4V NO NS 31 I60 .0 NS ]1. 413 208 6R 31.3 4M MA 695 b.1 IM 209 US SAO 440 10.0 SN 224 442 INN 0.0 AM 484 ASS %0 416 ]9.A 4R 32A QS ]2T IM N.5 05 M 4N 25.> N6 28.6 MA 22e OS L.5 101 1B0 119 C.1 99] 16.3 O5 IL] 3M 143 4n 172 3.1 1NF 2a.4 Sl0 $1 3N 220 3R 22A NI 16.G ]t0 1A.] 2W I6a 3]D I].O 2N Anchor Ca ad Tably b• Gu.. 2IAGmtlO SAO LLno, XNev OAU sm muJGI W`N AM Anehor Cbp PMAINS 'MIN'°Fiyp°� L+S F/eowtam w•Eleo uluam Zta'Ek[ ]'ie m0ulvaan tla'Eee Own, Vvs. Elm pLVeG[W OA6•Eln Mrsm IH'66M AWreGab[ ) A M261W 8[mx (GS) 01261M 6crexEAmW'ar0[Qnk +'2-I? +- 2-it!sua' r ?+? r Sim z' sna- r D'N' D.R4•Fn,MneA anx I.4V• a1r wr +-v4- r LvrI-v6' 1-vo +-va t-va i-n{• r 1.Yb- __I2 ArcbeN4.2S Mln. (I.0 I918M9 vGRe1COp(Flp.1d2k ]2alA[ ]W I60 MID[ 6 IN 1N91De TAIW2M 11s }5[Pe ]d00a ]i{IN BMM W0M[ 42M S60N0G/Bltn'W6I[IONIII Ctlpffb9F No IM RAIN ]Wb] HIGIM smA, WA SNIq WA SWIN WA MN NA MIN IINP[8Arthm{ MYUn.OF/ MINIM IGF<U6Ap Dk� Ak BW Ib '-, N/A WA MA WA IINNI WA WA WA WA NA VN IN YNO Df4 A.. AS r A. O.C. IU 2.5Mpe CMI FD. SL IN I51 M. MAN 15WIN ISMIN %a bd Sb Oa WA ]O0N ROAN MIN INSIM BASIN USMO AXNAa r Ma G.6. I W 2N MAE 00511Fb. 6k 11]0M HNNa NUM .11* 2.IN 6f00[ NOM WA 114a IIB Imb, 1]NIM NIAN' I=I" INA.IArcI,mlA 0A5-MIrt 0.0. /IWp,hN.46'ALm. (Fq. iL WA WA N]A WA WA WA WA WA WA WA HM WA WA lab M[2Ma]AnD3NE0 310N 2Ub• TOM ARM WA SO be WA N5 a[ WA ANM WA 6a211a f50111pl,eM'[V F17p IFb. vL AN6e MpIW N/A WA NIA WA ]W M[ WA WA WA NIA Wp A651b ++20 Ra NOTE: VON InG OrrJu Gut,, me m[comennwun rw mlw rvv /w1.pWn.--,.. a, ru.unrtu- FIGURE I: FIGURE 2: FIGURES: FIGURE4: FIGURES; FIGURES. FIGURE 6: FIGURE& FIGURE]: •• ••[-.-I•. I I ANGLE CLIP (FnURE5580) MUST BE USED IN PAIRS (DP_) X (A C\ _ANCHOR CAP.,°.• MULLION GPM. USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REOUIREO° CORRESPONDING TO AN ACTUAL PRESSURE REOUIREMENT MR THE OPENING, WHEN IT IS LOWER THAN THE MULLION TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CIAO) SHALL CONFORM TO ASTM C-S0. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. PLUMNUM SHALL BE 6063T5ANDBEAMINIMUM OF.l2 THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND.NV THICK (18 GAUGE). STRUCTURALSTEE-TO BEAT LEAST.I2STHICKANDN6, ALL ANCHORS INTO METAL SHALL EXTENDATLEAST 3 SCREW THREADS BEYONO THE MATERIAL. 4103#12 ANCHORS INTO WOOD MAY BE STEEL, 16.6 S.S.OR 4108 G. NAL ANCHOR OPTIONS FROM THE CAPACITY TABLE. -1 1.Mv r- -1 1.000• r 41 d PRODUCT REVISED A. cpmplYYln9 with th0 FIN-M. BMllJing C4Ne NO".. 17-0630.01 EAplmtNn Date DS/2612021 LY /y°'. a. N �.. S. NO, 58705 ipOT1. GATE F�:,��` L.wr .�3TT6° S........ I A, X.016•-T rK4•X2T5•I A%S[TIAL -7-mi MUIUON ALVTYWN MI4hER, P.E. FL P.E.# 513705 TABLE 8A MulOon Ca 6cBYTable IbsAP Open" Width eer]9Nmlb-sPanNlg mlLlolb) WOpsning HeIOld (Pot M1le,rts -]paMhg mUOoM) SOh wh mh IS BOB WOOF OWN I{OF 110N 1.21"i Rec¢nBLv 4alrq 9y/r8ap ba9W Pmmpler, ba0n0 irepmtanB. 'M ltl W ler Lvdeg rnPRAsp. LMI' RemmBJn Lm®rq TepT . Lump Peelan0uler U MM' ThPTMry. Lm6he PetlmPYv L-dnB iwpmAen9 lOaeng ReiYepAw LUBry hyTM1ap. Leent, MNenONer bemi0 12yrtlep. L.., ReGmWNr Loa9nB iwP'Olmp. bvgry 3108" 3 .215"Alum Tube Mul a a 8d A 5y sS i' o pp g$ Z2 %' g 5g sS E ae yy a 2a' S a 6 �Z F 8� al 4b g Sda' P S a s i I sea ye S S 4 5g sc ae a if F 9 d §e P :^g s a§ �3 I1 5 sd ya �g t& $ c 5 s- Sop a f$ aF@ a 5g s'C a 1 ^ o ill S Soy k� sg �9 >: a p$ Sod F 5g i@ � a 5y'$$ 2@ z� +� a a �g $2 U'h 000 820 170A 433 IMO rw Intel AM 170.0 US VOO SSO 11p0 MW 170.0 file Woo ule 70.0 R1 1700 1240 n00 621 VOR HU 170.0 521 4700 nM IXO 921 IHId Well I"S UI YN Ime 1m ITS.o R1 One US in.D sm Imo 02 R0.0 SW TTMQ 11" WOM Well Me VS 1700 Err Me 417 IM 660 1MI HIS IMO 90 IYr 150 Imo wo 110,1 ]51e InSo US SO 1. in Me 747 Wee SW IAA 006 170.0 651 Ilne 1 B Wee 98t WOO 11M Imo R3 1m6 IWO 1m0 747 1WA 1460 IAA he 1]92 1460 170.0 We 1103 I1H Im6 Wo We" IW Wee r]s HN MS IBl INS 011 Imo 959 Ir0.0 B91 1]0.0 111E 1]0.0 ]H 1m0 1. Ine. W ISSA IWO IMO Wr A80 1316 SM SM l21] IWO .Well Ul IWO IWO IWO Set 01A 1. me 601 mF t]OA A09 SD ml 11. 1W3 1]n0 ]W Se. 1110 111..0 One 1]9A IS. I... m0 19d HIS IWO BIB 1112 115E 150.0 0I3 P2] 116E MO US ]&4 11A 1.0 0% US Ilse 10. tee On Imo 9b 110.0 745 10.1 1051 170.0 e50 IN.2 1061 IMB 89 IM% 1011 1420 M 1m.1 101 IM3 OW Well 1051 125.7 Ue W.1 IM 119A e]2 IWO 1051 110.1 111 60.0 W51 110.11 B21 00 ISIA I On 17e0 700 IIDA 157 151e US 119A IDI IN.O NO 204,4 Wr 121A M A2d SW 112a ]N a30 SO IWO rye 0.6 851 100.0 "0 60.1 H] 00.9 146 52.2 157 1e.1 rM xq ]]F 1m.1 BW I353 m0 I= 904 113.2 6H HA 00{ MIA Set m.4 W{ 614 00 113 604 "A See H.4 eM e6 6f] M6 6U Y2.3 We US . 69.e aID 02 BH Met Om mF 109A rII 114A WO 412 123 W2 616 We W2 US Om W.{ ]23 ml we 608 R2 r0] NO N.r M 0" 6W 45.1 = See 570 39.1 Tit WJ 50 M2 ]E 582 ON p F rIF IO1R 6W 105.5 600 &.4 585 W0 Om MS 05 ra3 6W 6]d US rOd me 6a3 MS 648 MO `A.6 US SOA 59 423 BSs &A 51] 3G2 "Is 81.4 IV T,e US OO.r DO PoF ei.0 515 ®A 491 34.0 515 S].5 4. 41.1 515 Sel 411 11.2 615 K.] 4M SOO 515 40.0 429 310 515 ]].4 4II rA 515 ItSt 413 215 515 US 4T 20.6 515 UA 4W %F W.] IA 65d 601 45.3 453 47.1 We 20.0 4s3 41.0 dell MA 451 39A US 30 443 ]3.0 3m 2r2 US 304 9R 22A 453 246 ]68 19.4 4W 213 ]W 11,0 49 22.E >X 1081n 38.1 ]Y 39.0 NS 11,e me US US 2r.2 m0 29A >1] 9.0 W0 353 M6 213 US 22.1 506 18.1 1'2 20.9 ]m ISB SU t50 2¢] 1111n 33.1 ]99 Me S. 262 3M 30,1 ]01 :0.1 ?X M.f b1 4e 330 212 IB1 10.5 3U M,0 ISO I].6 DN 18.1 205 tAN Zl.a 2Po 26l 211 2]2 'XO 2].L 3m IB.B 9l TJ.6 NO 1]A AV 1&] 2W it 290 154 N9 IHh 10.1 Ml IS. Iee TABLE BB Anchoeto tlb TOO]. (be) 2W Cw[Re SSBWIG MLLOe Febe LflU Wml NqA AnclerClip Pslleme Met MI Z YY O'ene. sm .1 Eko JOecw NtP Deb UnMn .9T6'F'OIIGfdm nl VP EteUloicM V4'S6 FYO A8ge0e1w SYC EI[D NNrtm "'F S6 pm Agye6xn MO SIm sczs (t5)snn i1281R1 Lc6) MSlcl Seru LLa FAgl )MUCet 8V1 I. 2-vY Ow P 2-VPJKIA T Y SIC 2 M. SO, 0..' EmmOIIW n 1.914' 194' I'VI 14, S 1-tie• YV4 P U114' TF, 2 1-Sp' I3 rdlea 2M[M Q416111AOO1919eWem eIWQHel] MW 3BJIm enm MIW IWt. 2/OM 9mQ en 9rdlm f61 BB UO. .1WS 112 ®5 US P6 4.hn@I.lSM .Gl91tlGY0(n(UMUUp 02P Unid Tm lm NIA NIA MA NIA S®mA NIA wA WA 65224 OB50e 11M. 4AKfCe ®SNYI. O.C./(112C5A1gbLW9/pep 8r 1W bl ]M lb fiblN ISn1 SO We. Urine sm.e r41G BmW 18@N 83]Im USIs 11AW 4."GOA MKO C.IUGq.IMe.1]S.WT 09,n WA WA N/A NU NIA WA WA A NIA WA NM NIA WAIAKMIFUPQSp$ 1®DS 19im $e. MO. flu. 1Mq IIa Se KE 13]b4 mal 4WIb 1MW4 Sous me .Are.G116•MIO.OWFL1 p6T 2WIn USU NIA WA N4 NA leisA NIA NIP WA 9411s N2 Ye 5`Ap NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD ". FIGURE II FIGURE2: FIGURE 3: FIGURE 4: FIGURE®: Me* ANGLE CUPMUST BE USED IN PAIRS. FIGURES: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR RMFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DBMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GRGUT,FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM DSO. WOOD SHPU. BE PRESSURE -TREATED YELLOW SOUTHERN FINE WITH AN BG OF 0.55. ALUMINUM SHALL BE 6003T5 ANDBEAMINIMUM OF.12ST ICKSTEELSTUDSTOSEAMWIMIIMGRADE33AND .M' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125"THICKAND N6. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL V 0 S 012 ANCHORS INTO WOOD MAY BE STEEL, I"S.S. OR 410 S.S. TABLE OFTHESELECTED PRODUCTREVISED BUIl01nglCetl with the Flodda MKIA-Ne. 17-0630.01 No. 55205 A LYNN InDLe an MuBbn Cepea ivbla Ibvinll Bpvnln0 W4M(brwNcelp'BpemLO %N MN >Oln BON muAlpm)ar Openlna NeipMlbrhPBooke�epamBlg 8lA ICOF mUllpml 110N 1101n 1%F 130 ]]26 WeWWb LPeam Ta I4NmP L°e¢np owunW Lmblp T]aplidvo0. laeNnp Beelmpulu LoaONp TeVM]ry. Lee6np Rwl 1., LmMO TFoTMp lwnnp Nm.,A, IwMp DW'ldnv. LaeQI R=Ail InWtco TnpTIm0. Loe4lnp RvclenpbV laealq Tmonts, LcedOq Pmlrrl,w beelnv lwpldnp Ineeq NNrnpLf L.J. nga'6k110 LwSFo Y.100 A M1UDpn vIN �I 9 Ig I Ie3� Old! I 9@ IN 2 11 9v 11 d 114 2C 3 S` N IIN IIF I Ig I �IN € 2 1 11111 dK iC i Rh 17.41 BID Iloo IE 116D .4 1111 110 1130 059 1]DO No " 003 Rep BIB POD "n FBI In 1599 1118 1w 5N 111] 1110 11P0 NI 1045 1118 no'. III I. 1110 1]0.0 61f NF /MB S% In.D 624 D0.0 BSD fi0.0 6% I61.0 %0 IIOD 6N 1641 PIB I. Fon t.1 WB PPO 011 111.] 07B 1]Od BW Bid IN INN -1 -0 IN III 0!] RB WB OPO No hl P0.0 11l 1M4 63] 110.0 WI 1]00 1^AI oil IN, BBI 13L! 03l JIBS 709 11TJ' In INN 9 WLEI 937 I.,3 0% %8 In 163] "I m.4 DZ] 1NJ IN N8 BIT IBfl] 00I I4M 1]00 ]W TR.O MI I6A5 No I160 e01 liid 1. 1%J Be] 1148 B01 141A M. 1%.1 I% 11A0 M. %,l BIB 119D 66d III MR IM.. .2 68.4 .1 In. BSR 61.1 P6D I]BB Bei 60M iH.] 119 1NJ BH Ilfld SH 1.I on in .1 ]4D 1UI AM M ]40 10I..B at 19,0 T98 101.0 Sv2 "I 118 p4B 086 1P] ]M %.9 6B] H.4 71I 013 6B AA 11B BSI no Bll 1]l.0 510 1011 B)1 11]] BA 1 In %.IWBBIB 01l T B 8/ ]B.l Wp ]fli Bll 10.1 e1B fl!b 101.0 In 111.1 1M BSS ell 01.9 51B N. et] %d 60B OSJ BI] ]19 H0 59.0 oil ]BB 401 MI 617 AM dW 44A 61T NA IN 3" 011 BIF 4" ]41 6P nil Ie3 3{j] 12F tlD 510 B1.1 IW M, 5" lAI 1A) 89.2 015 tM H3 III 11B SAB 9R6 4e.1 !18 W1 4JB 41.1 611 111 AN 10 518 H.0 Io8 41B 510 45D 105 S30 W. Ind 400 RF Md 408 141 IOB M, An Ole ]% M] A. SAB 9O 4A1 40e 40A 94 10.1 I65 11] !1B 9+9 405 AI] ]]d ¢A4 <BS ]B.0 N] SRR 1% ]n,6 ]BI S20 405 ]01 ]5] 111 01 441 M0 MIT 5A3 411 SL] 3" M.0 NI 5P0 ]12 IPB 111 I6A BB0 301 411 1. 9e0 ]20 HI 111 1. UA HI dlI NB I5.] All 411 Sle IH IV %6 Wh 114 BL 41.1 1v5 ]01 112 111 SB9 90.] 9L 033 4]1 Pfl5 ]]1 210 20 3].0 99 10.1 413 PI3 31I FIA 3R 11.1 M2 31J 2M 16.3 332 10.6 R04 111 ]]1 1fl7 3W 09q .Vd 381 310 MO inlP�,, 554 Slp 215 24. 19.4 2% 21.3 244 IIb on 1B3 U1 III M 17.1 238 12.5 M1 134 IN IBS 1% IBA 1L IB.1 HB 18B IP1 11.1 310 140 10.1 181 I n�LC tlO Mchar Ca acMTeble ba 81000YP. 2h WIOR10 ]AXCmG. NOIogfNll FNee CTBU VT Wa]5 Amlmiryc AlmhorCOp Panetta 116'EI]ONlnepn Ifl•Ekn Ubmnl 6%8^ Y01 LIB'B LlN. IX 1/9"Elep Ulmen W'99 EIa05Y8'R01/9.69Ek0 AWm6Pla UIIBcnot. glpm9ekr Y961u1 9cm1 (G519cmx m]81aa1 BL) oo PlIletl 9oIM(G91 EOBa L4NnBe 9ak r xvS r xw ].19•U�2r r 3A/r z• }Y8' r P90° B.%^ B,B'N- Emte3m[N(hk 1-14' 1-L4' 1.3'1' 41P T 9' 1-Ilf L1/9' ae. I,39015e INpblag 1.15"NIrt 0.G I61amN(erOSA.Otlkffp 11 401M 9W 1. N01os IW ke WA B2o Wv WA 16196] WA 5v b 9NIM WA ]IBM3 NIA All Nv WA 650 v NIA WBW WA ]Il tln W:W H31b BBSIb YIF 112atI PmMn®Y WR D.C./y2A5 Mpv Clpe lQ'1p. BJ IWNa >B91b'Hobe UNA, I. WA 199M 1FAIA BPDaa 18%rya 09ab BBSIM 1129®v3Mat)(30 9'Mtt 0.4.lUCII.No.IW'.WIN, (Fp�lj WA N/A Wq WA WA WA N/A WA NIA WA NM.....Clp6k.6j Iin be 1951Pv 125 ba HS My Bulb " 1k11m 3i016v 1011pv 94 nv 4]e!v not2MOAcv IA". Ga, 1`00 ffq. Bj 310 Nv owl. NIA NIA WA b WA NlA WA NM Wq 111b HYIS] SBOb FIGURE 1: • •' l� Il FIGURES: Fe 07 1 FIGURE4: FIGURE& • FIGURE2: • e • • ANGLE CLIP MUST • • BE USED IN PAIRS. FIGURE 8: • TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES MD SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION MD MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR MOT DIMENSIONS, SEE SHEETS 21.23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI SO SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM P90. WOOD SHALL SE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN BD OF DES. ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.Iff THICK. STEEL STUDSTO BE AMINIM MGRADE NAND .045 THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEABT.I W THOKANDA3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAS'T3SCREW THREADS BEYOND THE MATERIAL N10 8912 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR410 B.S. 1.260• 3.260" J L eoa MULLION FOR MULLION FOR FIEIDMULLFD UNITS TO QUALIFY FROMTHE I-1.26D"--i 32W I I ,too° iUS"X3.2 xJw MLLUON FOR FACTORY -MULLED UNITS y 4 PRODUCT REVISED Bcome In9 MUFF Diu, FIOr9Ba u11Ni.. IF AF NDA Na 17-0630.01 Expiration DidaO5126/2021 TABLE 10A MuOlon Cipxiy Tahb PblA�) Op.e,g WIAtl1 QplvDllcallyaP,, mmU4on, Openln0 HelOhl (6rMNm10eIysDAAlIAO mUAON) 14% 16" BOfi t01n ISO- Spry 6A In lOF WF IY[IvnAWv1 St nWo, TrpRmrq. Rn.1D, inpfrW,. RIQI1V11e Tnp If Q R..'or Trs, n0 III.,. TupT^a"A. bvOYp Ra[nWlar levMi inpr�IvnO. lvvfn9 RI61n�Wwa lmllq I. lmRnO IS R<[layvlu LevAnO TepTl Leginp vq.. 25 19325 Lv[SnA "'No, lvaSm, I-S',I W , 1^[6ID 1^va'N IS 9n , LeDonA LAvfm9 U.&D L.e , iYvM ANW.heB� $ d =,. $ _ ro gg :a E Sa. 5 ea :d �@ z &� Es gE sz e�� 3� �6meS P FMou a sa= s asc sa¢ a aN 1m.A se6 n0.0 9u li0.a 6n HA.p nl6 IIOA nl nAo w0 LOP 611 Ina U06 Imo FP 10.0 In, 11" ul , i,DS RI al. Ir0.0 6N U0.0 ns I10.0 >a 1mP dm n>.A 1mA I1]] INS 661 IMS 1516 Ii0.A Bm 110A Lli 11P0 WO Im.O IS00 ImA f0] 1697 19I9 IIOA 680 11 fIPO 600 kiln tI¢0 50] InA SPA 1rn0 030 HAO 6M 6]I IN.O I)OP 99] o" m0A UOA ©P M6 IN, lies IrOA m3 L0.! 1M5 17¢0 itl VIA N'H tIDA 111 110.0 11% PAO In mIS WT I111 %6 IT 11P.0 I66 6¢FEIa Ii0.A fO ImA I, ISO Do IIOA 1%to I'll ibt t]OA IZ)6 ]M.A W] IiDA 1a34 1m0 O] LOA 1591 W. B56 IWA 116A 11¢0 F61 U1.1 P6B 1100 Sit 59 trD.O In 51In LAP mr , i IU M %6 LPO LAP 691 H] LIDS 1m.0 U10 IiOA er0 ImD I111 110.A 9N I.I, Ins LIDO US, HSA G11 Ln WIJ lAe 1511 Iml IAfa IAII Litt 110.0 iWJ 11 L0.0 1W]m5 1A11wA 1A[] 110.0 1:01 1i00 WO L66 ILA 1m.0 1016 U9Y 1T0 1m0 tAR US] LID 1310 N32 1. L)A 12] Ion tl.6 Un 1593 %10 m 1117D.0 1E53 1T0To,1m-11W 1mA 1111 fm9 ;FC 060 9aJ L56 INS LOL fepx n61 1mA 1Y0 IMJ U11 1N] 11].1 10W fO IbA L40 969 990 tia L'OS L0 UJ on 121..0 111 M 1b.0 P16W.F093 11901WAR 0]5 K I%A 119.1 A6A 9lf 1W1 104] 610 I1! IW9 10Si NB6991019 N] YA 69.9 -99llNO,11 M.1 0P0101.9 %1 1113 IB1 693 911 iWA i11 u1 M.6 161 69.6 Wt LA ]M 61.0 Ml 1l0 lx] l n] nBIPA OW 11.9 110 11] UI W.1 ]]0 660 14f m.] >]1 55.0 BN ]AI l0] IL1 191 61.A i01 % 661 696I61 BN ffi8 161 %9 UI 10IS m] eM 1]1 +41 6L ]A.1 fill ]9] 5]1 I 31.9 []6 611 01] %0 i6 III 61A 6U BLI 41 -1 $11 601 6F1 Ii] 6l1 619 650 I3A RI MJ 651 3f.0 HA -D 6].1 W9 IU 6% US 111 11 Ill 410 IN RI 6L N3 ali S6 6p 94] Im ]i.] 699 9U M9 1L1 69P HI A61 911n Lsl 660 mJ f]l 64A 690 MA 6m All U, ]% N.9 Yd Y.1 MI P0.r AM 211 3T AFL IM ]LP VS 145 166 UE LO m1N 15.1 16A 60.0 RI IL 160 IL AN %S I61 91.1 d00 31.1 M6 IS, to V.0 xi3 ]6] I6A III 14] 356 lU MI VA bl 11IIn 45.9 MI d6l IM 911 YI 311 fL L] dN %.1 ]9] ffi6 111 m.P 98] ]6A 411 ]i3 3m Z29 111 1 J12 111 111 LA .1]m 43.r ]U U.% 3N 9L3 3A III on ]fl I5.1 9H 11] 9H 1'Nln So, 11 ]U ml U. ]il ]LO ]N Xi UO S61 INIn 210 m3 Ty NE O.5 P67 UA Pa9 16A 261 IU 20 TABLE 10B AnchprCIPa01y SumVaK 2tt (]w� Teble(lbs) ]6x C%:. Htlw WU FMCS WU PTWm1 Mtla InMIYC LtL m[aNlem Vr 6nu. 116'E10 W.&D bIB FYO VraMELd 61x91M vDa[m .9 BIouuam yr FtoNlm[m Ap)e(ya uxp[w AWeOtm Bu[w1U11E[rw IGL MP91¢I 9bu ([S) AnUlOreop Petmm9 r z-uz sirr t• zYl r x-vz z s1T z D.0• nx B.IIr EA ¢f LP9[e Ba r z-vz uN• tar D. •w• 1.vr tan wr 1au- 1-vr 1 z 1-L6• 1a9 .ann 6mmnnei n fa4• tar `n"Dt6NE ! RINI5I•AI NWNO'AAIm 9W1P1I0 9BB6611 2M[w®114 MI a]it%w%WALLDl 19 WIm A NM WAW A1 PAan 1t11PD01mla tDAARNAkMwai®tO.St5T•xNLMIrtt.0OO4.CC] l®I9U1lla.ttI6gq','N CIIDpNex.iSa' Ar1mWNrU D6D ef A NIA JdW9A5 BLWAPffie iBWMN'AAffi SUM, IARMn® 5I] %Y WA Now N] A WAWA MM IUu I. IS, 02 UWv OZNu1IAEs mN5NDb ww 11tlb u1b,IdwM.b E1IOVAIDpnRwf.MM1IWCw/'NF4 WILL THE FIGURE 1: FlGURE2 TAISIENOTES: 1.25v 1.250' . 1) SEE ONWA WADING. SE SHEETS 2-4 ORG NUSWG THETABLES AND SKEET 25 FOR INFORMATION • � ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTAUATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOTTD SCALE FOR MOT SEE Ste• aecn, ANGLE SHEETS 21-M HOLESTO BE DRILLED MTHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-20. FIGURES SHOW SUGGESTED, APPROVMATEHOIELOCAMI - SEWED 4SUBSTRAT: CONCRETE SHALL CONFORM TO ACI W1 SPECIFICATIONS. HOLLOWAND IN PAIRS. GE3ROUT-FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TOASTM C-%%WOOD SHALL FIGURE6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 624" Lw1-T1 4a 6063TS AND BE A MINIMUM OF,100" THICK STEEL STUDS TOBEA MINIMUM GRADE MANG • BW THICK(18 GAIIGE). STRUCTURAL STEEL TO BE AT LEAST.IV THCKAND A34 ALL t1S %0.25 %.6z4• 11exurJlme ANCHORS IWO METAL SHALL FC(TEND AT LEAST S SCREW THREADS BEYOND THE MATERIAL MULLION FOR NUlUON FOR C10d 912 ANCHORS INTO WOOD MAY BE STEEL IBB S.S. OR 410 SS. FIELOMULLEDWITS FAI=RY41UL1]B)mRi$ FIGURE& Fe =0 FIGURES: FIGURES: PRODUCyNTg REVISED BWIENgIC E v311D Me Flefltla NOAJIP. E 17-0630.01 Ewplra0on DatPQ6l26/2021 IS, J NP. SBT05 o -AP=O Z P.E. FABLE I4A Mullion CpnMN T9N6(I WIT) OpeNn9 JNtlfi MvNIImP .DaM'v19 mIBvM) niOpenMD NaI9M Dw M1O!¢CKBl"pmin4D mVAme) N 1101n 160N NN IbN In 60M 601n min mn Welna6ulai TapThvp. R..nNI 1M1p?in n4 ]NNnpYn TnpTtlerg. Re[NIquY inpTdMp PeNnpler TnpTlanp mnanOWw in{I]nmp. bklM Pane, be2+p LnpTAery. LoeWO 0.eebnpWer mN✓g inpTAen9 Lowey Be[OnpWn LoeEmO TnpTlwp Lwdiry 115 ai94 Lw5o0 LuvdF9 + Nil UNInA lotlFO Lev6r0 bNnO LwJnO ler3ep LOY'm0 LeJFp a.BTd AlMuialaa 9- 9.. 5 'C.-. '� �•- ? C S E.., 9 ^�.� 'se 2 �: ra J� P E �.. s 3� 8 3 �•. F€ 3 F€ a f i 's€ s s :fi B 3€ 6 s€ ; � _c � a€ s 3€ 11 �€ s9 i z € § f 4¢ m g a e Fa 3e §€ Fa 3 Fa �€ 8a 9 8a t€ sa §� z�a Fa 3es as p Ea s' sa a Ea ,: fa 3€ 9€ <a 36 8a ?€ is 3G Ilm sa m +mA en noa N6 nva IN +m.o sla 1nB me lmv 6M no.B 1:1p +rnB m +]m MN Im9 MI nno +m3 nnB ml m.6 IN3 Im Ina m Px nv.o m lro.B IK 1ma rb su Lma In "" 'I I' Im I"o m\ +na un Im.B m nBi mr nne mB ImB 1][B 1Ra 6ez nnB +9e9 froa ma ImY 3361 rtBA n0 ux n0D ]9e +m.B m nal BSv Sma Ima Iw6 noB Fm nnn ti IN rJ' noB INa Imo rn fmt im npa me noB +rn Ime l36 nne zAx +ma me +m.0 iHl 1mL Ne P.PeF +7. TO lma Y3 INA me m6 lm.a 631 o91 Iro.B nn nvo ma Im9 fns Imo ec3 noa Iw +mv en Im.6 +ma n0.0 W +A➢ ta19 fmB m+ nn0 ml n0a ml 1m.1 TN.o RI 31m naa mr n0A 6a tm.e 996 +m.p Nn nvo w VIA Im Imo ue Imo ml n16 103 1m0 21n KO 110 ua] 2163 'I- m6) 1H.9 316] -1. nB.B mM ecx n0.o ees noa m+ na0 lou Ira0 ]9I \mA IN0 it" Pe noo 11aB n0.o m16 nvp ;' nnl t6m +m.0 +m9 na0 Im 1N9 M60 lm 0 n® 13A5 3w0 +m0 lul 11L] zmv n0.a +m Nm n0.0 eN n0A us In.0 It" 0 in., [M 6m +m.0 IN +]ea ,07 nnv si0 +v03 imI +sse n0.v IBec ma nG Im.O it MS n00 11I +ILA n_e tm.0 mr6 !L +Ke lm0 Vn l0u Elm. "N baly tm.v sn n0D m tmo NP 1m.0 n00 In I2m ISa1 Wl nno 1316 INN n34 IN.' 13ee 1161 n36 9 13M M.I Jill IWA IIQ bat ina INN I. rzm tm.0 ivo 1n3 \ma 11A IT 911 nav I57 n7 I316 lm0 1m.p +0P ImY W.o Ie3J Nn Tma im Ima i126 409 im.l M]A +6m i66.9 m3 131.1 fe91 miL 13a6 1n.1 1656 N1.] 1n1 m.] IT. 19.9 109 ;; +6ee 11] 1656 Ip19 IH6 rBln IM.B %I. B91 1]10 "IS 1651 +IR 1699 n46 +3W 11n 151A 1xN L'@ W3 I]41 nm 109.1 11R 199.6 1191 909 Wr InS 1169 nz 1p] 110.1 1168 NI IIR 10d 11M mIn I]O.B 1191 Ima 9n 4]6 m9 1w Bm 9m 11.0 1Nc e0] 9ID Al' 1110 t1.1 "I P? 114. 6'3A. n! NA 1110 Yl n0 Wx t12p t]10 1163 9B mL 1110 199 eM f01d 11f0 f0]9 a31 ldA Hm Ba] 1II BI! 61] ni 36.6 9n IpJ nt M Il3 ne Im5 0'< e96 9n B9] M2 nl Ale m5 er! 66a IN 71 elr SL3 95 6SA i01 ISB pis "I mS e61n 11)J Bn lA] M.3 IN e5.i nl 190 6a 11.1 irl Ya Mr 31] I]1 ]C9 m ]9A n1 ]A.B 631 95.1 m IIA 6P Min Bxi n1 M.1 .A 1.. iB] 66$ M.1 In fill fill dlA nl 313 iN X6 6N n.0 Tip 3" M9 'Ili mn Us at Iflin ]5] I]o nJ AM ml fill RO a90 6P N.1 )N ee3 Ma 1r] tin IA9 OI 111 n0 IAa fin ]]9 In 41.1 614 PA 45 9pl tmx 39] R1 6u 6La LL9 PI m3 660 Q8 m 61] 112 nA aN 3a] MI 331 PI K3' fin 3av 6I1 N3 531 3S0 6'd II.1 319 HA e31 31J N9 Ill Wlo MI U] m.l IN 29 03 mA 3p6 dJ Iy 2L HO 3L1 lm :II 8 19] 133 9.0 ]el 1]J Ill te] ]t6 TABLE 11B AacB ,CVPeCRYT9519(109) uNcmt noun wu rlvmmu nw- Nna AncM1orCOp P9tbm9 Fm5[nnml n 3Mt]M®ll6'Mn Pe./ 9Kmap nl]bel4q w¢ 4 d A2Ma 01.M15'MROC.]Bm1YrA fughel Cop lnp Zl IAlemn ®SNIn O.GI beArpYelJpa/p1g S] vAKldn ®O.M•NN.O C./VQm,Bm.ICP AVnt 649 1MKVI F(ApR185Y SM011am11S A9n O.CAFBp a6Y lar }m Ds 1®®a rW'6e NIA 1069 mu Ima aG Pa rNm rmlb WA lmm AVm uu• A91m WA 6ID Ib NIA 'ffim NIA Iss• Wnlm WA N9m WA NSIm WA z• t6N ma NIA lanlm WA BIIm NIA 1-vl T/oma NIA m01va N/A t351m WA 1-vT Bmm 5mm 6mm WA lOtb i®b 1-tN SNoa N/A NIA N/A fn0+ t!p 1v4 llBm WA ]®Im WA 9Ym NM In/1 3ram NIA NBC. WA IMm WA urr aMm WA In. WA 9Ym WA T Olem WA nwlle WA IrBm fUA M1W ®xNa p2M NIA .IN N1m M=Iw BBS Ire Bb`Im WA 331m IQm YAm ItD lb 13211m li6rlm 25n 1b $elm summQ zm dM[lee ves9 Qo Y1s EYn yr S90[c 6mflM nzs1M NeiRl MMT)9e YIm LY0 V16m 4f 000a2M V1V Pm VO¢m 9'16'B[a Vl+x'or VI fYOVl2tT �eyapr Vprsfal Amlman 9[6i1P]39[lea lCi) 9tM1Y (G� }1T P-VZ 1• 3AI2 Z }iT Z O.tl' 0.aY n°SP E�Dammean3 3-VZ 1" NIT use• I>ve lees FIGURE I: RGUREZ FIGURES ANGLE CLIP MUST =00 1 0 SEUSED IN PAIRS. FIGURE4. FIGURES: FIGURES: Me • • TABLENOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USNG THE TABLES AND SHEET25 FOR W FORNATION ON LOADNG. SEE SHEETS 24 FOR GENERAL NSTALLATWN METHODS. 2) LINEAR INTERPOLATON BETWEEN a1ULL LENGTHS ANDNR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND M W-ION CLIPS SHOWN ARENOT TO SCALE FOR EXACT DIMFIISIONS. SEE GREETS 21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTm. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI-1 SPECIFICATIONS. HOLLOW AND "OUT•FILLED CONCRETE BLOCK UNIT (CMO) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE BO6}TSANDBEAMINIMUM OF.1OWTHICK.STF STUDSTOBEAMINIMl1MGMDE33ANO , 4 TMCK(iBGAUGEISTRUCTUPALSTEELTOBEATLEFST.IWTHICKANO".ALL ANCHORS NTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDTHE MATERIAL a10 6012 ANCHORS INTO W000 MAYBE STEEL IM S.S.OR410 S.S. FORMULA TO OBTAIN I3 X]96'XAW MULUON ANCHOR PRODUCT9 REVISED BuiICnBICPmEew1W Ne Floritl3 NOA-No. Ee '17-0630.01 Gp3ra0yn Data 05/2612021 No.5e705 TABLE12A • Mul60n Capoeft Table absel Opon" LMtlih at--)- aftiq Haight cor wivic0µapaMrR.0.) BOh WN m% bF BOF Imb inn 180% 12011 RatanyW ToeI HeeWWnl TrtyTrhna R. TM W. ReUeedsMnp9l n1MpTlM IemF1 bWM .M49,J y oWp1}trlova^o, aemWM1Wp 3x6a15 uefW� Iw09 WBM 1®0^0 AmN•9M> Ia6n0 LozOiM lueen9 UaIT NUbR a ail � �. gI • ' f sxH 1,1101111a lit. 14g11 11a � P uY 110D an 17110 I15 ImA AE 1Me 4N tm0 BID In 9a0 nn! 4°2 n0B file Me M. 1N.S M1 IRO INo mo M 1m0 1W naB ssl tm.0 1T]5 uB.9 9}I ITao 190.1 Inc SH 4e% 1R6 iM INS ss4 IN.O BI Imo SM ROD M 1]m o0 Imo NN i"D 451 tr00 INs 1RB BT] 1m.0 1nr Ina sM rma +>m vao 6M +R9 15i1 R9a 6eB +ra0 >.ffir 110A 6A 9iffiSlo tR0 Ni IIOO SGt Im.0 02 tAA 6L IA.O ION 1R0 Mf IRO Jim Inc 1N na0 laae 1. TO 'No u94 I o ]Y u0a 1}p IAl P.6 IRo not IRO i56 f10.0 1n1 tm0 1'A Mb 1R0 Tin t1011 01 IRO NB IA.O 691 Inc 1116 IIaO TM 1R.0 145 Ina rp} 1}aa IW tAa Ml 1AD Ibl 1Ra 036 N00 1N> 110.0 61 IA.O 3NI IRa BM 1R.0 1.M1t0 IRO �+ mh fR.O Po9 Rao Al IR.O 1Rl 1RL Nl ITOD 121. IR.O B11 1N.0 141i 1R0 8N 1R0 1194 1110 ID6 1R.0 1R1 IRO tON tmA 31E Im.O 106] tA.O NI9 Im.O tOSI t80.0 1M0 IAO IM] Rao T49 IlOD 1118 1RO 0W IRO N. IIO.a WO 1m.0 11N 1100 t013 1R.0 1Bi3 IR.O 10m fAD I. IRO 113} IR.O ml ROD IIaD IR} 153] 1i0.0 IRt 14.9 2H3 IRO 111t L 6]N Nn 1R0 IRO %0 %1 1}00 NB I10.0 IN9 1R0 W] IIOa 19M 1}00 IOM INS lam ITOA 1. IT00 17. Inc 11. IRd 1010 iR0 tNo 110.0 Nb ROD 131E iND 1Ur 110.0 11W M. 1U1 Inc) 111Y Fl• a30 1}0.0 19I6 t]o0 1W9 110.0 1N0 1]0.0 11M 1R0 tA0 110.0 IZIO 00.0 ID1] IR.O 1315 1T0.0 NN 1m.0 13W fU.O 31M 110a A00 1N.0 NM Inc 15N f092 31H ]m.0 N00 g AN }B1i 1}00 1A.B 10M II'Q 1T00 Ii00 D]} IlOL I. Irae IOM 110.a ISia 110D 13W INA IN. Raa 1T I'S1 INS IRO 1. MBA No. IR.O ISaS 19.E 1D60 101A 1810 tM.1 1n0 IM.e 10N YG9 IMB 1521 IMI 3 ]EN IRO 1161 II0D BM 110A 1N1 t]a0 1110 110.0 1011 Ii00 135a 110.0 141 1R.0 I]E9 IW.1 1B61 1100 tO4 1]]A IMI IQ.1 1tm 902 1E91 139.0 959 832 tBB1 til,E YA AOIn IiOD 1]i II0.a 11M 149.1 1090 1`AD 131D RIA 1]03 1360 fIDB 111.0 lIDe 1213 IIN a" IND 11a2 Ito] No INS MA 11II W.0 NDB 921 110] S'eH 13W NA 1090IS3 1M01E9 1N9 111i f0A 105J 1N9 1112 1061 N. 1]X BES 1 1W SLB 12N act 1.RI 1'� 132 69] Y1 fII9 61B W] 4fl1 1}D 8L1 WT 1M0 BTI N.] WI M.0 8u }I.O Dll N3 M M.lDN tl BH 41A C5 61A JIMIN f114774 No 3L0 Ail ate No }24 "1N.0 M M.1 619 >OJ N6 6D. DIA 628 1IlOW7 ]M R.} 119 NA 1M .1MB10.]iU faR1TRAE mB 9.D lM BAS R1 B]➢ ]N b.E ass 4T3 }N 49A EN II.A mA HA 0R ]i.l ltl N• 6] 9JI N6 E1.0 041 NA 2EAvo13 MB 1a6 4M fiE 516 Ili 4Y 13T SW 1!] 44E TABLE12B MalnrCaWElry Tetl• 1 6w. laanme EJNcx xaO. olu N•erslu lawm+ u•a yls Yea v4^ss Axp Yle Fxa v4s Brc sm nzslml .Iz sNe Aam Me ylC 2ua Uvrtm of El[9uuazm Ls�m NSFI[elnam v0 E¢oUrraon ppa.,ysr u0olm AmrtGav I 3ne4, 9aa 1i+3J 9uea R31 MMOrupPetNms 1' 2 Z V 2 3-W r 31? r 3-vr T s1R' z Ob' OJf o.s1l' F9j4em[e(14 Nnmanml N uY• 1sr w4 I3'P r I p4• Im< rv4• I-vr laY- 1.na• r SYtl• 1S's x3ms 3 AMIDe®4i9 MIn O.CI YmtlA9af0%er Lip aN IS3J 9W Im >PJb 3b We C➢O WI 1MI Ce YlBlm 3®� 1510e ]IOIm 9]I lm W'IM SNm MI69 4QM S96 Nq S1N 4M. IeMne N/A SN a NIA Elm N/A 6TIW110A 9A 4ArtM1M®1®IM1O4ISWma ?". . Na3®1.T1'MN.4C IDYIimNImfY6eOGIp Q144} Yd 9N 0•L Bits IAMB NA N/A TYM WA ]9ON NIA WA 10111b 19311m 1E4AamnS1B1Dd01mBmW WA ROIm rblm Bmlm 693Ya 685b 1t'm 0e 6AamnNYO.OL.I NihSAtgENpe/Irlp 3k 11TOae Ill. INTO. Nb® 1w IN 6I m6Ub WA 11UW 1132Cs 1]90Ws IT21m 13ZIIm 1E®0eWA NIA WA NIA N/A NA WA WA NA WA IP WA Om ffq B$ NU NA N/A IG NP N/A WA WA WA NN WA N0]UPa 6MMa®aM'YN.0.4/YL1p.In1p.VTNm T12. NM M. WA 33axa NA .NsM1M4QN mage ag.A 6111n W4Y M00a NN WA NOTE FDRTHEOFFBEF JP• USETHEEAMEANl2 J`IPAI It1 rvsu FIGURE I: FIGUR FIGURE 3: FI(EURE4: IS LIE FIGURE G. FIGURE6: • • F • • • • • ,�I..`................�.. C__DCIRCLED VALUES ARE USED IN THE !EXAMPLE ON SHEET 24. KWULATOOSTAIN TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING Ti TABLES AND SHEET 25 FOR WFORMATION ON LOADING. SEE SHIMS MR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDICR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR CT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLEOW THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21 23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURET: FIGURES: FIGURE9, FIG ANISECUP4)BUBSHIAU-C:CONGRETESIM CONFORM TO SHALL BE RESSURE-11RSPECIFICiNlIT • S. (FIGURESUP 4)S(CMU)SHALLES: MN RTO ETE STML WNF000 SWILL BE PRESSURE -TREAT MUSTBEUSED ALUMINUMSW SE6063T5ANOBEAMINIMUM OF.125•THIMSTEELST IN PAIRS, GAME). STRUCTURAL STEEL TO BE AT LEAST.I 2V THICR AND A36. ALL AN THREADS BEYOND THE MATERVIL 5106112 MCHOP31WO WOOD MAY BE UNIT PRODUCT REVISED as core ft1nB w9M the Florida .ohoon. e NOA-No. 17-0630.01 Enpiravon Nato 05/26/2021 2C00` n �•,�,�Ny LYNN,tfi a.D6r -NO.M705•.P AOT BT TE O I • (O�q: YX4•%19`MNLLION '/SS/ONAL V o A FLP.E. UL8ki• P.E. FL PE.N 58705 TABLE 13A aulfiOn CapinCapintly Tebb Opening MAA01 (IP'SBN®M]PMalIO ITUMNS) cruponllb KelONt lbrlMmllb119.5FanllrBndllaP) 501. e0A IOF ad I, WIn IW In fain IWF IW In part It wy Tanim nng, M . K Iix6gWh}MmaJ laWry La IN ImPonIreA p. L.wN6'Vq)D: ^ oJarnA99erppqn 2i6x16 sGv9 L® B b nu rya u1RTub AIMUR a a Z' a- E n a p gg P a E a n a �',• a g o va Ea a- ' Ell 9 a -. aRn a aS- ETyl .a fl add 1�yY Ila as b � O- Sa s F�e h6 2 S`� S li 96 K`14L PE d`K SS 6d 56 d 5 d`z` 3& ]Eq1 d`d SO 6 dC� F d`� q6 y1 fl6 111 3K @5 $ pf 6& GIn 1M5D C ® 26 IT0.0 rc NS 6 tia0 1N Into d l!8 1100 2 8® iNA :.E 1]OA 00 1r0A Sle ITN I1+0 IRO 6xl 1RD INS IIOD Sxl 'I'D IN1 In.0 1R5 inn Sol Into 10N 11n0 @1 aN Into rM IR.O SM IAD Me MIT 5& 170.0 B9 IR.O 630 1ra0 11U Into W1 11n0 111! Into en IRA HIT IND NO 1710 Ira 'Me ISO IMD OW Into on, Ime mg SppSN In ;p IA.O Ax IRA On IInO 83 IRO +SIB IR.O ene IRO I'm Into m 110A 1W TIRO Ifn Into 10x IRO IN Into I)N TOIRO xw Ing rW I760 Man Into Me Into r31 1In0 8+3 1IOD BSo fiOA 691 IRO 1110 110.0 )H 1r0.0 tII3 Into Ir6o 141e Ir40 ai 1RD 1Y1 1N.o eW Into 101] I Into 9x IR.O 881 1]60 '850 Into W+ 811n AOD ;I IWD 1W9 1rn0 TV +RO Rf0 To. a18 1R11 117 Into ON nao na; t)To WO fAD 1]11 Into 1033 1rn0 2tl! IR.O 2AlB 1R0 1W3 Into 3N] D0.0 10A0]0 ,M Into BIA 17. Tay I]T. +ITS 1R.0 OW Into 1M IRO M 1Ro 1N8 IRO 1015 n0.0 I61] 1i0.0 1W0 P0.0 IRB 1r0.0 Itx3 1rn0 II!1 IRO Xo] 1R.0 1171 IRA Pa Into t111Nont08r1n0o T89 IR.o IT&, ITS, WJ 1R0 UM nog TOM wA ISO IRO 10% IR.O I'M two 115] n0.a 11ue +RO am nm vJe IR.a IRr 1m.0 +ve +rno vn Irno nW nto 1W3 ina 3m, 1]OA 2n8 +nao 1r0> nao SW nao xv1! in, tme Im.O Nm 1I ISO T3F 1M.o +OOi nOo e)e no.g +m +Ro IOW n40 IN0 n0.o nm vw0 nW ni0.0lag Into 9J) ti0d 1Y0 IRA ing 1Tw0 nvo Into 12W 1NA nM 1R0 1a2 nOD 101w lio.0 Aa 1ffi0 W3 line "go Irwg Loa I70.0 Zia! ]HO l..a 1W1 Me 31. IRO nM `cam RP ]8N n0D nm 11E nst +m0 561 two Sell 11g.o w0 Imo 1611 nao I2% MA ISQ me Iwv no.0 20a nw0 1Qa Tno =2 1)a0 ISM INS an 1RD +rW 1n0.0 Sm 1R.o m) 1rao TBW tra0 Rlp IL8 tmD T. n 00 15& IR.o Ina 70.0 teSn Into Ha 200 21)5 1R0 ISO One Deaf llwo 1iW lion 2659 Im.O IDte tiO.O ]tee 1)O.o 31 W,g 9a1J .0 ai3 ta85 xU n0.0 WF fan 1r0.o 12T2 1]9.o nV Into MN 110.0 IOW mat Ifia nOD SDr 1R.o fIW 11n0 Sing nOD lent no.0 ax Into PAS tew0 91W 1R.0 ISr.f ]1W + e ]ant IR0 ]la 1351 an xb IPIF 110.0 ISM Into H00 n0A 1e1a IRA iMr IRO II91 Into 10)0 ImD aH 1rU➢ II71 No, 2181 181A i9T 7 Ial 1x0A L81 B Taa a.] vin 11t0 IDW ItIF IaD t8x IRO Hx trwo 1Hb 1)OA 1]a inl] aW 1N]0 I= Into Tdtt 18x3 915 1a8D aYf f0.8 2216 t1]e a]i RaA xfe] W.e 2Wx Ils.l aa, MI Ion Im9 aW 1RD 15e0 Into 3f19 IIOD 18U 1%a 95] 1S9Y 19g1 11SI a 220 are ION tml aII flat log WI ata No tent Tn2 Via BSg 1Wa no a4 MA IOW IaN 1NM +10.0 la.t tntl TOM 1a.8 1. 101.9 1w fw1 1fa 16.1 1 013 1W7 ]62 1Ma TL] I]A me 1'!.1 H] 11ne 921 15M Y.0 13Y1 N) lYa N3 19J3 19.1 1331 ala taT TABLE t3B AncOor 9Wmle 33f CgvYe Ca ].af QiN. TaCb Im MWeLtlO Fflsl G]L PL WJM WW grcOaTyPz 1'16 EYa U0aew W'F]u UNrm Ul IXo IAPaw Lt8'FIw L'Ibm+.'o lll'IXOLIDe:w ]N'69 Eto AWm0a5Y Lb'Ru UIgeW IN•SJ Em AmeCem a10 a¢N Suev Nsl fn6gd a<rzv (Osl ad Y13 O 6em(O]) ATidnicOPPatlems Sage.im, Enderean11M6 3AMIne®a,15'Mt O.n/6WnE,goNnw.IIp IFp,16xJ' G466•Nh O,C/BdfOaO(or0I6f11C1x OClab1%Om ArcMfMrt OC.I O.CIR1IDl5M11b P9f)OyR 12AM1wn 013'NVLOG/IAas Mqh QyalO$)t Wa.Izs AlYo.ffaM AfvpvoY NniF F00.THE OFFSEr CUP. USETHE3AMEAHCHORP}NEfRO�QNDA 1'1• 131 JWdf ]eo Wf ]WFe 15W Ib 16e0m WA WA tSV' tan on 10oIW ]WWf f560m 21WmI40mn00IbWp WA WA - f50bf Wglgf 660@I IYAm We We 4XMI IDI 3-tl! 4N• Dow 156O Wa WA WA eW Of 13WmWAWA OR VALUES 1vC S IM1m ]31M 09 gt SraW WA WA IMe¢e AS THE r t-I/Y 210 Rf MOm NIA MO lbf +Mbe WA WA WA 3rom STANDARD z-Irr 1-1I1• ZBg laf Molna1]bOAMAve MgIW SWIW f130m 13a Wf WA WA zWm CLIP. r 41IC fMlb NIANlp NIA WA WA WA WA 351m Iln• 1-I N' rW PI nW@e 15201G tY➢laf MA WA rNM SI]IN r f-W' 9lllte 14gIW 19OSm WA WA WA afm MA ?IT L1/P j2i z P f aN• 1-n14' 1@B 31ae im laf N Lae A WA fb 3 R6 g5A- Id9' <iE IM 11fib a41M 1Trob 3611n NM NM wm M114 waL' 'rm %gmfpn[Mf 2xig lmf 11WIWBAneAm®Tian 23e01tt ]YOLLafAmhn®l.x•IM.¢GlIV4p HWIMl 1Mllb,,aAoLWCf YOmlWt flab PURE 1: . FIGIME2 FIGURE .G_ �FlGU 9: �e: .G� eeG_� 1URE S: FIGURES: FIGURE]: IEL]�❑�GLNIP GE (FIGURES MUST SE usEo lu PAIP3. TABLE NOTES' Z s' • --a / �5 �p ! g6g l 1) SEELOADING. G. SEE SHEETS TRMRGESON USNG THATION ME ET 2SPoR MFORMATK)NO LOAi1MG.3EE5HEEi5 24 FOR GENERAL INSTALLATION METHODS. 21 UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIOTH9IS ALLOWABLE 31 MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.n. FIGURES SHOW SUGGESTED, APPROMMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE WALL CONFORM TO ACT 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-N. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF DS5. ALUMNUM SHALL BE aDB3-T5AND BEAMINIMUM OF AW THICK STEELSTUDS TO BEA MINIMUM GRADE 33 AND.Oa5• THICK (100AUGE). STRUCTURALSTEEL TO BEATLEAST.125•THICKAND A36. ALLANCHORS INTO METALSHALI. EXTFI4D AT LEAST 3SCREW THREADS BEYOND THE MATERIAL. #106#12 ANCHORS INTO WOOD MAY SESTEEL HI S.S. OR 410 SS PRODUCT REVISED N THE -ANCHOR plYln# wiM Me Florida aef101nB SPONDINGTOAN MBaTFORTHE Cotl007A630.07 NOA-NO. THANTHEMULLION Expiration Date 0512612021 OF THE SELECTED IMUM ANCHOR By / 2DT000AUF, Mlaml atc duct COnWI S FROM THE I-ZINO ^I NY LYNyr"i., ao............ ,, %pO,�'.• �Tl�IQ SATE FNI s•x B• n.iAp(�'L11rrt,'P.E. MULLION 13N to FI PF Y Sfl]l15 TABLE 14A Mulllen CMI Table HbWl OpmN2 WMtB (fOfleNm(IYepIn,dm mWon9) HOpenNg He1gM lN9MtlmN3lyapBlNrM r1ANore) nlpNrywr 63m Trep'IIIaV. BaL'I]raun Byp T]PfIWo RWti® iom M. RTPWIv Ml Tnp'i0/N Lea11rY XfUm4b] Iw9N on, irepTnory Wiro PecM1Nwer tmlro loom 'R'",m bm'M Ranifgrl: Imdn2 tlpin Te9YMery. Lwaro 150m R%Iyyu6 Lm1w Tle ep lmm�B tfA'Bfma. LwNY npm Rnh ' Lae]np 126'a 2.11' Tube mun 1omIN 1»dOIN Ineew tamiro Wmw .9 IeaM9 Loa9re all a 1N2 3A 1A.8 N0 1A2 W 149 410 103 WIl 11-9 841 42]BI 115N3..141 49tt0]5 EW]1.34I 642z'@W`N d322eH1®1B9 1t43NB8>.B04I 05AM0.p]]1B 59ER'A503B30 ti403892U...012 43N211Ut1O1 53RN1199....342 1iA%B3.O.6t H9.'B11I] 53S00...12i 314 d]N 532N4d2]60A1...3B189B8 IS213:2P4SN1)1B]8B] 1I3an9i601yB11B..d.pB1110 3]] e9 0 91i Ef BBO IO fd B4 4 67 13 16 ' 151]PoN1]B M9]x2R 67'.811,.655 I,n 6BI0B8�E1BB0O11RT3hm1Shmn 92'Ai1N]61BtB5 36 ' 51.5 M. -1 .1.2 213 '0 MS 2N11i A1 34 22 NB 491 NO 1 {S5f9 069 30 wl me za e]B 13 222 2 5 2W 33 29161 4A3t5.R09 ]Z1YIDN S1 31d T 0 $21.1� i R1 B tG 1]0 ]w 5.0 1280 0 159 1 5 1 110 213 Ep IN 303 3]9S.,.B1 7T 195 m9 S �211 213 01 K te92AiB111 13 33 E.2 10] AO i 213 10 9 9 71 i 15 43 tip A] m1 20 9 . 1T4 111 180 ]5 ln� Rln 't2S tE 2A5 133 15.8 19 199 131 1.1 IM - 1T.6 US .u�we r-eoecnv en.nu AOChOr COP Perome Yt6Eko U12[m I 1/l FheU6rdm M2 `YI 116'EI[OUIBitM 1H'2ka V1R[m TABLENI 1) BEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERALWIMETHODS. 2) LINEAR NTERPOLATON BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 19 ALLOWABLE FIGURE 1: 3) MULLION AND MULLION CLIPS BROWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, ON 21-23. • • � HOLES BE SHOW SIN UGGESTED, FIELD APPROOLLOWINGDIMENSIONAL RESTWCTONBSHOWN ONSHEETS2t33. FIGURE39HOW BUGG[BTED, APPRO%IMATEHOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUpFILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORMTO ASTM C90. WOOD SHALLUE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL SESOS&T5 AND BEA MINIMUM OF.125' THICK STEELSTUDSTO BE A MINIMUM GRADE 33 AND.04S THICK (18 GAUGE). STRUCTURAL STEELTO BE AT LEAST.125'THICK ANDA36. ALL ANCHORS INTO METALSHALL F TENDATLEAST 3 SCREW THREADS BEYOND THE MATERML 910 S tkl2 ANCHORS INTO WOOD MAYBESTEEL, 18.8 S.S. OR 410 S.S. =ANCHORCAP.,,i mlN:L•IB u PRODUCTREVISED the as comDIYI tlewI0 e Florida HOA-Re-CCnLe 17-0630.01 FaPimmO Dam 0512612021 B miem vroaea err rP * N0.58705 rR o mil Mullion Ca aHy Tahie (Ib6M OPeNnB Widlh 0orv61tia0ys1aM10 rM6 10P 1AB IIBIOM I]axl]9AmNeLyepellrvrg mUpdn) 501, Wh 701n WN .01. IWN ]AN 101, iWN 336'90 RKd1PIIV 4a6iq TroW1111N. Imdre PMfVW1V Im6ne TnN%enp L[ a Pec+me,% Im9n0 ]/MYT1m0. IeeNq PCtlaN/1V JI LaP'%[I®. LVJ/Y R tevtlNe PION Loran Pa,`oaa'+[ La.. Varlae. Iw9ne R[tl®WIV Lai, imy%"I 1, IYc'aNAV LaZg Trg1111V'6 EKanB P6LDPOv 1naSal Rq✓rAW 1®]ne DEG,AL BAYMULL a H d 5gg5 v qqee a dd gp g F a d F g� d' c 5g �pg$ r�ggg g�$$$� F g d F Egg F a yy�d 55d 5s N F '��figg� @ dH� s'€ a $ g s2 1Ffl z ] P S@ F 3E + � F4 3fl A a a g 2� E s8 n irE �or Ott in.. IN t]DP to nDA 14 IM.O In n0.0 M I", SS 1m.p e9z Inn 919 n0.a ilia 1]0.0 WI 1m.B IN0 9m.p "I 1]V.0 40 n0.0 W1 no.e ITM n0.0 Wl "e nN Im.p u+ NN nao ipa PDA 5N ilia M ",a M t}DA B% 000 on 11,0 In IMA fiat NPo 12M +N.0 sn np.o 141T R. 6B0 ISZ2 15Il na0 an 190d iW tm,0 6m 11" lon Im.p no W.fi26h 1TOA TO qa0 !A3 IIOd BM 1h10 OI q0P 1M0 1I0.0 691 1m.0 1195 1mA R] N00 iN5 171a Nl 161T IMl Im.O 1!a 1S➢ 1N3 IT0.0 ]59 117] 10S 110.0 TW 1020 111] Im.O i!6 NN 110.0 TBI 1]0.0 %Z 1NA BH 1]00 691 ti011 Vla IMO 191 1m.0 19! 1T10 6W 0 B9T 1NA 139 90.0 054 1203 1]SJ 110.0 W1 1N1 1]!9 1m.o 891 B02 1Y+3 1}0.0 6% OD 033 IRO 101 1ID.0 IpW Im.O ]6I 16]P 1]18 ITaO TJ ttaf iN0 iT¢0 I.a9. Wp 110.8 1910 ... 9M W.t 1%1 Ia8.1 N] W.S ISIa 1b,1 B1] I].1 1%9 11a1 %9 {; B]In 0.0 9]0 il0.o ]Q 1m.0 1110 IRO 050 1102 1161 tOaB 833 131A 1160 inn .9 on too., it" 1.1 BW V. 1150 126.] U1 751 1150 1'A2 IN 112 1160 tA] a]0 1T0,0 W4 110.0 100 1YA 1W6 ifiS.B 0% f9J.fi 101! 111A5 Po{ 111.] 1W6 135.1 B5 1 W9 01A Ide 1%6 890 'IDS IWa 109A d:l W.3 IWa 1M2 01a 5I.1 1018 1aB3 D10 5 R6r HO.a WO I{}.9 T01 11TA aW IAA iM fODa aDp 110.0 m{ !&0 8A 1010 TII ]B.3 B9a B3.D TIa R.t BW 853� }D> 5&] BBp m2 699 `A.] BW 76.6 699 II.D pB0 }6A !e min 11p.] i60 135.1 0W 09d IW 1mA am 05.6 Too %➢ M. 14.0 M "a 53i m.! ]B11 RB W 420 M ]L] WS 10B 7W fill 6N N.It M -.1 %0 ]iA TW %A 01 ]01, Ifpa T5p IISA BSi B9.J RO 80.1 9M m.+ m0 11,9 Iii 692 III n.1 eT %.6 }50 l0A %x s44 m0 wT W5 41..2 M WA 591 39.0 no Bar 98 3(a }'A 61.5 50 WN RI %] ]I.1 WO D0.1 tE] 6x8 191 51.5 9W HA N] 4St 64] 1!9 41! t0.1 DDl NI 468 J£1 %9 A09 III no . .2 'C.B SS9 WA NJ RS an JIA NJ 99in 59.1 49! 81.1 N3 4&6 t9! 61A 4m 124 I04 NA N] ]].1 43 ]9A NI 3A0 IBS m.t t14 'N.1 4A! ]!3 IAB M6 I. E9.1 400 ZI.d IH R0 99t 1!A 4% 25.0 ]90 IWN 41.} 191 RA M N,B -1 SB NO 3B.B 301 91.1 ]R Ad 301 El6 ]31 21: 3% 14.9 N] 'd.B }91 YB ]1B I9A ]91 I..} >xt 11.0 ]91 11.6 915 111N ]BI ]to W2 3]9 no vo AA 1N Z}.9 ]!0 EBA IIS 2A0 3m 253 YM 21.1 WO 'R.9 .a 103 n0 Lt9 ]12. 1B0 ]Tp fB.1 JM LAM NA 31] b➢ no 353 317 EB.O 261 x1.E 911 Yid 2W 19,0 31l 10➢ ]fa IBB 9R 11B 3m INN 11s 220 17A m3 HtlL 1Jtl Aoeher Ca ae Table b0 61bVate 3.]k Geltle ASM Cem. IFar- u,u PT WaM M6W 1M EbcV.- 516'Elec YIS E1w UIVmon 1ll'E9A VMrsMAoroaa 1N"88 E1u fl[0 6aWI al06bl 6crew(Gi) YI281ed 3[mnkill W2%eapnMarGBpPatkmePVNrryTtlYl6'EkoUwc[n 6[Ru{G91- Wlvua MM1' :' pV1V0I EmhWmml M3 a6l t.W' 1J'4" tSa' Y t-IIY 41/4' 1-IA' 1dN fA/4' tills' N ]]4b ]tBb Wr b 610Rr WA 10]9b WA A IWEIb 1YlI IDf 1680M FIGURES: ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. / 3 -7l TABLE NOTES: 1 O /%S/eI 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRIMICNS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLACK UNIT (CMU) SHALL CONFORM TO ASTM C90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF CBS ALUMINUM SHALL BE E T6 AND BE A MINIMUM OF.12S THICK. STEEL STUDS TO SEA MINIMUM GRACE 33 AND.016' THICK (to GAUGE). STRUCTURAL STEEL TO SEAT LEAST.126' THICK AND ASH. ALL ANCHORS I WO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & 412 ANCHORS I WO WOOD MAY BE STEEL, 1M B.S.OR 41D S.S. 3W BAY MULLION 7V (�1 0 A TO OBTAIN THE "ANCHOR IED-CORRESPONDINGTO A IE REOUIREMEW FORTHE t IS LOWER THAN THE MULL THE TABLE) OF THE SELECT YIELD A MINIMUM ANCHOR MAY BE USED TO QUALIFY OR OPTIONS FROM THE PRODUCT REVISED as camplyM with Via Florida BYildia# Cotle NSA -No. 17-0630.01 Eapirati0n Data 05/26/2021 M * : No. BB706 O•� SATE F RON A LY1190KEER P.E. TABLE 16A Mu01o0 Cv o Table b OponNO WItlN(faTTeNc10}Werril9 SON No, ioln mh mUllalD)orOponNO MeiBh!(TorlPl®rhL'ispaairp Wh f001n mlIDDm) INH 1401n 11,01h 326.46 hc"S"' u° Tl A. 1®aw Peaaw4a ImMa Tr{JI InfnB Prtl ' lmdw MLrtean0. uam ReAnWln Lmdna TftT-W LaeSa Re ..'a Ioe1N8 TgR - Laa@w Rxlwplvt UN g irtrlTtlmB. I lw FMeneWs lmdry Tmp'TAmB. Latlw Poileryuln UWw i2{JfMw. Lwdoa RectenPBp IeeaiW TI�Mwa. mcM1+B DEQAL BAYMBLL v g 55@@ yn 55 i x g5 $y5$. 3e d rtlg E �3e¢ x €e 2K x €` x444xg i6 3d x 3 z ag Lia P 2$ ®56 a� $ �n9G. drY5 d¢ 3� arc$ aC 2c i8 2 4xn non ea +m0 m tmo rM +mB Ore Imo em naa 605 170.0 aN Ina Sig Tma we nod 521 +ma iaa In 12+ HAD Nee INA SH IRa I7b Imo 5n +ms +en Imo sD Nh naa rm nno 9r4 M0 I. sN Imo am 1r0A nR Rao Rv non NI 1mB 1m Imo sR +m.o INr In em 1mT +NI lino Tm 11n] 1ml +mo 6W IIz4 tan Imo Na m8en tme m +mo m ll. Ell. P9l Imo ml lrno tale Imo Na Ima ILW 1. TA n8A IA9 me nT 1R.0 uH na8 r5] t2t tsdr Imo rY +'il.I IW2 tiaD ffie f+BA +]s uaa Jes Nh IRO M 1)a.0 0" Imo Y6 Imo em Ina IHe mA TN 1mA m m0 on 1mA NN 1mA Nr 1S3 I155 IRa 0.5E 1A] IW fia0 ml I1LL0 113 IRO x61 0A 11Y Ima mt Wn 1ia0 ea +mo mf IiOA I - I fm.0 I]9iI tm0 1 1243 +m.0 Bl8 Lett IYO 110.0 aN IAA +]m im0 WB tED 19]9 +RS BH 1We 1iW 15r.1 xer WA 1%a 19,1 aN )e0 IfW 151.1 a54 01. IMG 8m 1m.0 Ii5 +ia.0 1110 In.0 eN 1828 1H1 1R0 ab 11]! 12O 1MS 9N 130.1 131r 152E WS IN.O 14O 1M] 94 W.0 1SU 1R3 B'b BIF IHT 1]5.) WS >1.O Rlr 1]!l a19 69N Rao BH 170.0 no IRO I tma BN 1161 11W loll 953 1SA 11W NL9 WS 115A 11W f3a5 MB Ima 1190 Irel a+t e8A ❑W 11a5 ]N A3 Ha0 1fe.1 N] ELa 11N t1A1 NJ Aln letn 1010 imA mr +N.1 1a10 INa NH 115.1 lolo Ifi] 1%o INA etr No Lam QB E01 el] 10f0 me r95 61.r IBIO. U's Ra 0.5 1a1a R.1 n9 TON 1]L1 ON II16 m] M5 No IAO Tm 08.1 fife 07.1 TV 0.9 N] a;2 n9 ie] No N2 ne Nr N0 N] Y29 51A ON AA 710 40.1 ON MR n0 t2H 106 10e, TN `a NN IT.+ EEI 1]23 n1 105D NI 112.E ne ea1 N1 N.e n5 mt NI KS 713 m0 Sol Bld ]IY.1 8].6 mt n1 094 5S0 001 BE.1 NI UA 8BI N.5 N) 6RWk 011 &0 K4 A{ N.H &0 Rt YI N.1 fNb W9 NI 61.i 6N NI 545UII 8N mA ]tr dfA &E Ii0 SN ]l3 &fl US 618 A! NB 362 6KWh ND 5N RI 5W N.E '� 5H.1 4H I9.1 N] 31A t91Ne M, 4N 3"5941.4 ITS M.l SW YI 4mIS➢ 1Ll C® MS SN ffiriNh 4r9 {ro O.H M5 AD MH M2 NO SU 449 35.7 A3 MO N9 ]I.i HI ffiE {N ]60 ]82 2!8 N9 261 4]r ]a0 4fl ill ]N 11.1 UB 3oA jl�NI U9168 Y`0Illh M.1 4E U.0 ]N m.e ro5 ]T.9 JTH 31.5 - MSonae W RAI ]41 H.3 11A 202 ffi EI 9 HO SSe tl4 a]] 20.) ]Sf ISd QS 1n8 1mh ]1.9 ]N AA Al A.1' ]el A.e RN No ]N no f21 0.8 ]N m ]Ii rl1 bl mS 313 173 . Ier ]m INn m.2 E] ]0.1 2]3 148 1r.1 2m TABLE 1150 Amber Ci cttyTEbk be 9uNPYIX 21k Olen4 }xYCO2.1b1v✓Q-IU VTMtlW Ve19 LIC Eko w6s Eko vMElea Va ss E{:o ,, Soa NOSWI i12sw vixeletl Pieemi ATAY Ty9e Y16 EbONOcm t/P QOU'Nun Dbn:w Y16 QoNxon IN'Eko NbeM An jl- Uuv's ApR w bun(SO)eCm'Fm 6:ler(G51 MLnwCBP E.DOmn Nx 1' Yd!! 1' TfIY }IR- 1' RdrY 1- T1/! ErtCMntnl enk 134' 11N- 1�` 1.Y1' Y 1.111 1411 1 V. 1-1M MR I1N' Y IYtl' ISiB- Wke 2 AMmn M1'IM o.c, 1 Nxas M l-L9pl L- 451109 aeons IAWBIImm ee9iBBIbN ]5aAN NNolIbm m1I1811mm ilmm negao ]Nexl rorotd 4ee1xs1lmm ee.a I Alsnoemxs•A4n D.Crry N5 M91v C1y NM.2k Tmee ixBR+ N Ym IL INaRe6lma Remxol mxNbv NMI WOb I I INBIb IWA 1]Nbv WA 10IIIm I]II®v 1WOm FIGURE 1: FI lil FI .V 1 FIGUREl rl ANGLE CUP (FIGURES Id) MUST BE US- W PAIRS. TA3LENOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR IN FORMATION ON LOADING SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANIbOR OPENING WIDTHS IN ALLOYMABLE 3) MULLION ANDMULUON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT D'MOJSIONS, SEE SHEETS 21.M. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATONS. HOLLOW PND GROLR-FILLED CONCPiTE BLOCK UNIT (CMU) SHALL CONFORMTO ABTM GOO. WOOD SHALLBE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH MSG OF 0.56. ALUMINUM SIIAM BE 6063TSNMD BEA MINIMUM OF,125- THICK, STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LFAST.125'THICKANOA.ALLANCHORSN1TOMETALSHALLEXTENDATLEAST38CREWTHREADSBEYOND THE MATERIAL #10 S 012 ANCHORS INTO WOOD MAYBESTEEL, iN S.S.OR 410 S.S. CAP.e FORMULATO OBTAIN THE'ANCHOR REQUIRED' CORRESPONDING TOAN LIF.SRURE REQUIREMENT FOR THE THE PRODUCT REVISED PH complying HJE 0. FIOHaR emlalDB code NaA .. 17-0630.01 nhplm6on Dam 05/26/2021 NO. 68705 FL I STANDPRO CIm A-� I' 6p80-Te N.OM. %SEC ION I .1as' e CUT HEPETO 3T5' _CnEATEFTO SEE MIN. r pETAILF.SHEETa I I I I I q ' CENTEROFANCHORHOLEMUSTUE TOPVIEW _WnHINTHE DASHES BOUNDARY. SEE SHEETS S17 FORTHEANCHOR O.C. _ OATANCE. MAXIMUM ANCHOR HOLE .376' IN. I I 1 I i B ��1I�IITIIIIL,,,. I � I C OFFSET CLIP BOTOP ALUM TOPNEW II 2t2S U I 60NA N UM X-$ECTILSECTION .12Y E j .740- L f .33a MIN. A I UalF e06}Te LM. TORJISW ZWINTER OF ANCHOR LEMUSTLIE RIINTHEDASHED BOUNOARY.SEE SHEETSSI7FORTHE ANCHOROA, DISTANCEMNOMUM ANCHOR HOLE DWMETER.AACHOR DIPMETERt111W. TABLE B 1' X2.75' X esm LIULLION 60W ALUM. %SECTION r^j'r*.125' 2%SANGLECUP 6063T6ALUM. 2.0001 %SECTION 125- 1-- 9,000' .3t6` MIN. 60TOPCFT LUM. EW CENTER OFANCHOR HOLE MOST LIE WITHINTHE DASHED OWNOARY. SEESHEETS &IS FORTHE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER'. ANCHOR DIAMETER • 1116". Mull Dimension (sheet#) PDT Part* Mulllon 9M. Clip Offset Clip LLClip Angle Clip •X2'X.12S(5) MW 666113M 6WI118M 666243M 6665111111 P X2" X.378- (6) 665006 MSl14M 656V 19M 668244M 886,612M VX2.75'X.375'Q) 66607 661 6361120M 666245M 666513M VX2.75"X.650'(8) 66608 668116M 0861121M 666246M 66651414 T' X3 125" X.500' (9) 66637M 6651116M 6651114M GM42M W6515M 1.2V X3.188'X.265"(12) 66641M EN1117M 6661113M W6241M 666516M 1.2WX211"X.125"(18) 1 SM70 WA WA WA 6551 NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS Si 2) SEE SHEETS S-9, 12818 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 4 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. TABLE A Dimension Value (In) For Mullion: A 14W5 1-%2'X.12V Aluminum Tube Mullion D 2.654 C 0.885 D 0.740 A 1.125 V X2' X.375- Alumbi Tube Mellon B 2.404 C 0.635 D 0.49O A 1875 VX27T'X WE Alumhunr Tubs Mullion B 3.000 C 0.757 D 1.118 A 1.312 VX2.75"X M. Aluminum Tube Mellon 8 3.000 C 0.476 D 0.6 A 2.000 1'X3.12SX ,607 Akan Tube Mug e 2.7 C 0.663 D 1137 A 2,625 1.26' %3.188' X.265' Alum lobe Mull B 3.282 C 0,882 D 782 A 1.613 138' X2.11' .t21'Alum Tube MWI PROPLI�CYttnTnggREVISEO BuilEing Code�tlh No Florida 140A 11. 17-0630.01 No. 58705 ,44, l,2WXS2VX.l0W 125'X3.25'X.W4' MULLION MUEON 600fi-TSALUM. 600 %ALUM X-SECTION X-SECTION 1'x4•xars' ' T-MULUON 6063-TSALUM. X-SECTION 1.2fi0' 3.9V 10D' .624' _1 - .92C' 1^- 1.2]'X394'%.624' MULLION 6005-T5ALUM. %SECTION 140' D f {�.iz5G -II-.12r � Y I 1 1 .125" 9TANOARDCLIP 2.000" TANDAALUM. 2.125 2.GCT, 2%fi ANOLECUP o u %SECTION IACLIP aw."AWM, I 6DW-T6 ALUM. %SECTION .IL5' N .125' X SECTION U 125'� O j CENTER OF ANCHOR HOLE MUST LIEWRHIN THE V DASHEDBOUNDARY.SEESHEETSIG-OFORTHE D 3U_3 HOLE DRAMEI'Eft ANCHOR DIAMUETER 11H'. III BITAN ORO.C.OISTANMMAXIMMANCHOR o F 312S-_ 75' - ,SEE � EL, SHEET 4R..... 75' I iIIiIIIII F @3 F 4 STANDARD CLIP UCLIP CENTER OF ANCHOR HOLE MUST LIE 605bT6 ALUM. B0 T6 ALUM. TOWIEW TOPVIEW WITHIN THE CASHED BOUNDARY. SEE SHEETS 1G17 FOR THE ANCHOR D.C. TABLE C DISTANCE. NAXIMUMANCHOR HOLE DIAMETER', ANCHOR DAMETER-111W. 1.377- �{ 1,87r .125 MIN.~ t.377'� 125' Cil/ I I .125 .125 45' 2.260' 30 &250"46•B4YMUEON I 3.2W' _ I 1 I A'BAY MULUON 600iT6MN _______ 60B3-TUALUM. %-SECTION %-SECTION I T .126 .228'� �,981'-4 '�6•J 4-.Ni .4 .T4o• NOTES: 1) HOWS TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CIMN ON THIS SHEET, 2) SEE SHEET510. 11. M15,19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 24 FOR OENERAL INUALIATION METHODS. OFFSETCUP 60534 ALUM. TDFVIEW CENTEROF ANCHOR HOLE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER-UIT. TABLE C. CONT. NmenNPn VelUe (In) FW MMTHOM I Dlmunelpn Va NO #R) rFcr MUBIen: F 0 i687 1.000 1 4 X ,125' A3uminum Tube wlan F G 1.936 0.600 1Z6'X3.25 %.624' Nmninum RNa Mullbn H I zw 3.000 H 1 t4439 3.260 F 1187 1'X4'X .075 AlUnl.0 Tuba&'T' F G 1.125 X.524' Aluminum TIAe Mul9on G H I C.757 2.4]0 3.ON H two 3.260 F 2.250 115'X]Yd XAM' MIN.. TO. MM6M F 2813 CO'Bn Mull G H 0.760 1.500 F 2IS 4S Ba Muu i 3.20 Mull Dbnendpn (.Ledh) PGTPaAM McIROA 6M.CIIp Ofttcllpl UClip Angle Cllp 1'XC X.Iw00) 6g364 BSalim 66068356196M 6610 86BM666BMPXP%.975(11) VXPX.3STI11) 1.2X3.2FX.1aS(13) 1.WX25XA4(14) 666fi 20160P312 20161N15 Salim e661M 6123M *.M....M 6115M61 6611M 1.SX39'X.6P(15) M162 6661117M 6665M 300e2rte (19) M649 NA 666S110M 4S pe0rte (?al 66050 WA WA WA 6805111M PRODUCT REVISED as cemplyyingg IN Me FIOdtle Building Cotle N0A-Na. 17.0630.01 Bap[-U- nave 05/26/2021 N0. 56705 P.E. TABLE E ;rX Dimension POT Part# Mteetlt) Mullion Std. Clip UZIlp An01e Clip 4"X.25-(1 B) 66602 6662B1M 6W271M 6665112M YXVX.25• (17) 66604 666262M 668272M 6665113M NOTES: 1) HOLESTO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTICNS GIVEN ON THIS SHEET. t227r� 2) SEE SHEETS 1&17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 0210� d7S MIN. 1 I I 4.DDo' -I— s5mrx4•X.2s MUWO-U 606�TS AN -Um' x.SEcnaN I CENTI w' I rX6'X35' MULLION eomnA m X-SECTON -.� �—.12s y r—.1zs• --I r—.12s• _ N� 5 U CLIP 2mmotECUP PP§ J,.ST:�13API)CL,1P BTBALUN6061T6ALUM2.125• XSECOON 2,1100' XSECTION ECTION I5 L .125 L .125' �M kkU F mLil O W —1.49o'—I T N 09S C I -SEEDUALR• I .375 fSHEETIF MIN. I I t I I I —i- S.M. ___ _______I I 1 I I I I � sTANOARD CIJP LE MIISTUE 6063.T6ALUM 1NDAFY. SEE TOPNEv WCHORO.C. 'HOR HOLE METER•1I16•, .37V l'1 f \ PC _BEuE�ETMfr .37S r MIN. CC - 1 I I I I I I I I I I j I I I I I I I I r I I 1 � � I I 1 I I i I I I I I ______ 5.4 I STANOARG CLIR 606&T6ALUM. TOP VIEW .375• I I I aa3s^ 34 E I } — + I L 376' E r 5.438' S' I I U-CUP 6063T0 ALUM. USED FOR r X B• MUW ON. SHEET 17 TGPVIEw SXSANGLECUP SO6&Wfi m TOPVIEW MIN. 2X5 ANGLE CLIP o K O y Y PRODUCTREVISED ..... I&T -IN lye FWIda DWIdl.lhto 1.. 17-0530.01 Expiration UaJ 5/26/2021 By Miam' ' yr control �. ! ^No.58705 , Cis' :F<ORIOP: •'G�C�� ONAL EN�.�: A. L4W IMIREF. P.E. FL P.E.# 5870 EXAMPLE 11 SINGLE VERTICAL MULLION NOM'RI iWHEM -SEE 6EE FENESIMTIM DETAIb, PRODUCT. SHEt3 APPRw 24 a 6E QEra�s, S SETS N NOM'GIDR9IN WINWIV BILL 3r o —�l—Inlurnorx ' EXAMPLE 21 MULTIPLE MULLIONS THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS NlW. WE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/b0.0 PSF. 1) INITIALLY ASSUMING THAT A P WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72- AND THE OPENING NOW I532'+32+1"•65'. REFERENCING SHEET 25. WE COLUMN USING RECTANGULAR LOADING MUST BE USED, SCAN THE MULUON TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01,60.0 PSF. IFTHE TABLE DOES NOT SHOW THE EXACT SIZE, USE WE NEXT LARGER SIZE AVAILABLE FROM TABLE 3A, SHEET 7, THE 1' X275' X XS• MULLION (LENGTH =72', OPENING WIDTH =YO7 MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS 4U2 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8,THE 1'XZ7FX.650- MULLION (LENGTH -n', OPENING WIDTH •70") HAS A DESIGN PRESSURE OF+A>2.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR TIE OPENINGAND MAY REUSED IN THIS APPLICATION. NOTE WE ANCHO0. CAPACITY REQUIRED OF 838 I.M. P IM 8 I o_Y - N 2) USE TABLE 4BT0 FIND THE ANCHOR TYPE, ANCHOR QUA"TYAND CLIPTYPEREQUIRED FORTHE WOOD SUBSTRATE BOTH THE STANDARD CLIP WTTH(4)#12 ANCHORSANDTHE 2X5 O I, ANGLE CLIPS WITH (4)#12 ANCHORS HAVEACAPACITY OF BULBS. THOUGH EITHERONE COULD BE USED, THE STANDARDCUP IS EASIER TO INSTALL. Z Nrc LL ]) VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. F MULLIONS OR FENESTRATION PRODUCTS, WILL FINAL DEBI ON PRESSU RE REQUIRES THATTHE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J J = V APPLY TO THE OVERALL ASSEMBLY. INSTALLATION SPECIFICATIONS IWO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 2 U:Y = a8 f IN THISEIAMPLE, THE DESIGN PRESSURE REQUIRED WAS-1-00.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE RJ PSF WITH AN ANCHOR CAPACITY OF US USE.ATERNATMELY, LU e THE ANCHOR CAPACITYADJUSTMEW FORMIJUCOULD LAVELC BEEN USED TO CALCULATE THE ANGHORCAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF60 PSF: j C US US (60 PSF7X�—)=524.9LB9 (MAY BE USED TO OUAUFY#10 STEEL SCRLVS FROM TABLE 40) 2 C 2.7 PSF Z 3 THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADSTAND SILL THE WINDOW FRAME DEPTH IS 2. . THE OPENING REQUIRES A pp� I 6� 0 DESIGN PRESSURE OF+9Y.L550 PEP. FOR THE VERTICAL MULLION: $ Q N ¢ Z 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE. THE MULLION LENGTH I53r+7r+1'•1IS' AND THE OPENING WIDTH 1536'+36°N'=T3'. REFERENCING SHEET 25, THE COLUMN U&NG RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 238'AND WILL N INS po plc A' NESTOR EXCEED THE REQUIRED DESIGN PRESSURE OF+5O01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE USETHE NEXT LARGER SREAVAIIABLE. W d FROMTABLE3A,SHEET7.WE 1'X2A5'X.325"MULLION(LENGTH=10r.OPENING WIDTH-M-)MEETSTHEDEPTHREQUIRED, HOWEVERTHEDESIGN PRESSUREIS+At6.1 PSF KAND WOULD NOTEESUITABLE FORTHISAPPLICATTON. U >( ¢FROM TABLE I2A SHEET I6. THE 2'X 4" X.260" MULLION(LENGTH=108", OPENING WIDTH=00] HAS A DESIGN PRESSURE OF+464.7 PEP WHICH EXCEEDS WE REQUIREMENTS ZFOR I-! WE OPENING AND MAY BE USED IN THIS APPLICATION. NO7E WE ANCHOR CAPACITY REQUIRED OF 971 LB5. �gs .. BECAUSEITISNOWKNOWN MULLEDPENINGIEATJUSTEOELY.TH DWIDTHIWIDWS+rYBE NOTUCEDOM&WSLV 9 9 DESIGNEMULLIONIS SADD2'TOTHEWIOR EADJ HAT THE DESIGN PRESSURE IS STILLAPPLICABLE FOR THEAOJUSTEOOPENINO.ALTERNATIVELY. THE WN)OWWIDTHS MAY BE REDUCED TO MAMNN PRODUCT REVISED WE73' IVESION THE73'DIMENSION (3SiR"+3E-0l2'+Y=73T. ...... wl@Ne Flotltla THE POURED DJ N6Cotle D.2) US E TABLE 120 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR WE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUMENOA-N 0. 97-0630.01 CONCRETE HEADER AND SILL ARE WWIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'. CARE MUST BE TAKEN TO MAINTAIN WE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH(6)L16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1R' ONES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND D plmDon Vale 0512612021 THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. Dy FOR WE HORROMALMULUONS: w Miom BECAUSE THE WRTICAL MULL WILL BE A2"X 4-X.250' MULLION, IN THIS EXAMPLE WE WILL MATCH WE HCRIZOMALAND WNTICAL MUWONS, ALTERNATIVELY, ANOTHER MUWON TYPE COULD BE CHOSEN. m It: HTHE MULLION LENGTH 1SWANDTHE OPENING HEIGHT IS 32'N2'+r,IOT, REFERENCINGSHEET25, THE COLUMN USINGTRAPFDOIDAuTRIANGULAR LOADING MAYBE R2 USED. FRCMTABLE I2A, SHEET 16, THE Z'X4' X.250" MULLION (@ LENGTH. 42', OPENNG HEIGHT-120') HAS ADESIGN PRESSURE OF+1-1T)a PSF WHICH EXCEEOS THE REQUIREMENTS FORTHE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THEANCHOR GPACITYREQUIRED OF 621 LBS. 2) USETABLE126TO FIND THEANCHOR TYPE, ANCHOR QUANTITY AND CLIPTYPE REQUIRED FORTHECMU SUBSTRATE. IN ROSEXAMFIE,ASSUMETHECMUJAMBSAREO" i WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THEW, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGEDISTANCE USING THE ZX5ANGLE CLIPS WTH I II111 (4)W16-ULTRACONANCHORSATAN EDGE OISTANCEOF I' GIVES ANANCHOR CAPACITYOF640LBSWNICH IS GREATERANO THEREFORE SUITABLE, FOR THE REQUIRED v1 1LYN r ANCHOR CAPACITY OF 521 LBS 0aQNY..... or 4)MRTHEUCLIPINTHEHORZCWa MULLIONTOVMTICALMULUON,USETHESAMEMICHORCAPACltt OF521LBS.TABLEI2BFORTHEULIPSHOWSTHEANCHOR G ATE,: Q' 1,1GENSF CAPACITY IS 1074 US MEN USING 3 ANCHORS WHICH IS GREATER, AND THEREFORE SUITABLE. FORTHE REQUIRED ANCHOR QAPACITYREQUIFEMENT OF 621 LDS.THE ANCHORTYPEISA#12STEELSCRM u=*: NO.68TL15 FROM THE ABOVE STEPS, OURL DESIGN PRESSURE O: N41.TPEP FROM THEVER MUM a �fj 1Ul TO CMU; HORIZ NTALN; HLVDO PSF FROM THESE' HORIZONTAL MULLION ATTACHING THERESSUHORIZONTAL ATYACHINGTOTHE VERTCALMULUON �i AA+s'�',o-�OflIT1P,: 'G\?C -CNSk(INTERSECTION). EIS-14.7MULLION THE LOWESTOESIGN PRESSURE IS+FS4.7 PSF PND WOULD APPLY TO ALLOFTHE MULLIONS � S THE �rr'rSJ,�'NAL VERIFYTHEDESIGN PREWUREOFTHE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWERDESIGN PRESSURE.OFMULLIONSORFENESTRATION E`Nt��� PROOUCTBE INSTALLEO IN PRODUCTS, WILL APPLY RTTHE(1VERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES TXAT THE BOTHTHE MULLION AND THE FENESTRATION a ALYNAIiALA, PP. ACCORDANCEWITHWE INSTALLATIONSPECTROATIONS INTO PESP,SCTIOESUBS7FAS5ANDFENESTRXN0N PRODUCTSTOMULLION. D FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING' III/ /'SPAN � �I,S �I' I�1 * il LOADING OFVERTICAL MULLION SILL OF W NOOWS NOT ANCHORED lia/ its, � LOADING OF VERDCAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MUWON WITH INTERSECTING HORI20NTALMULLIO! LOADING OF HORZONTALMULLION WI INTERSECTING VERTICAL MULLION LOADING OF WRTCAL MULLION LOADING PANEL OF HINGED DOORIS NOT C RED ORANCHORED WITHINTERSEC EXAMPLES OF TRAPEZOIDAUTRIANGUTAR LOADING' LOADING OF HORIZONTAL MULLION LOADINGOFVERTICAL MULLION j'110 ON 7iiiiii OADING OF HORZONTAL WILLIS DADING OF VERTICAL MU WON i W o do PW r Z Pv of p Y Y U ¢ O O S a %p m SHIBA 0 b {G: iK is" : PRODUCT REVISED .I", plYY xoAH+aln9 IN Ne FlorMa D . DotlP . +7-0630.0+ AR F Plmtlon Date OSlYOl20Y+ LOADING OF HORIZONTAL MULLION LOADINGOFHORIZONTAL MUWON NOTES; By. oPrP uct DPn4a 1) DRAWINGS ARE RERESENTATIONS OF WFICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE E%RiAPOIATED FROM - - R ASE SHOWN. 2) IF THE LOADING TYPE CANNOT .``Op�Y L YryN'"' �,�a,.. PW BEDETERMINED.USE RECTANGULAR LOADING. \� .i.... '; 3) SEE PRODUCTS' APPROVAL FOR ACTUALANCHORLOCATIONS. °'�S�ONAL gN�`t LOADING OF HORIZONTAL P.E. A. LFL MULLIIXJ P.E. 5870 FL P.E.#SBTOB LIU G bW 5 REVIEWED FOR CODE COMPLIANCE MIAM1.DADE ST. L.UCIE COUNTY 00 EOCC DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: CE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/econom v SCANNED By St. Lucie County This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as desc ' as been estgne o comp din Code, including the Hi ocity Hurricane Zone: DESCRIPTION: S ries "SGD-770" Aluminum Sliding Glass Door w / 90° & 1396cor•ners — L.M.I. APPROVAL DOC s1 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 aring the Miami -Dade o oduct Control Revision stamp with the Notice of Acceptance tuber and expiration date by the Miami -Da a oun o Control Section. )MISSILE IMPACT RA-TEW Large and Small Missile Impact Resistant LABELING: Each unit shall bear ap`c_rmlaffeers 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 I 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. NOA No. 17-042112 Expiration Date: February 17, 2020 ApprovaID : September28,2017 Page 1 File, COPY PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets I through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0123. 10) 3. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 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 (Submitted under NOA No. 09-0826.10) Jorge M. Plasencia, P.E. Pf duct Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17, 2020 Approval Date: Sept6mber 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-5tn Edition (2014) and FBC-61' 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 06/25115, expiring on 07/04/18. F: STATEMENTS 1. Statement letter of conformance with FBC-5'b Edition (2014) and FBC-6th Edition (2017), dated 08110/17, 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/901 &135° comers - 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 TABLEB SEE DETAILS ON SHEETS 4 & 5 Ban. type Oescdpuon (Listed Bam Exacter tearer) I ]/fa'laniroled(7)Nea of NIT HIS Gk-. vAth.09W PVB kkdaYm fW Lamineled: (2) Lee. of 114' HG Giaec MIh.09V PVB klatlaym 04 / 'Laminetetl:(2)LMe 41Y16'HB Oka. wur.ow SO HMd'u, W Lanlnaled: a) Wea o(1/4' H9 Gke-w11h.roO' GO WeAeyer G5 1"L.mInced UGA NIT T Esthoor Cap• XV Ar Space 479T Umkaled; Ulea rVIS' He Glue edh.09P PVBp flyer GSA 1"Lambaled LO.:Ile TEvlcdor Cep-SI6AlrOpace47l1G Uentnated;(2)Lhee GIVIG' He Glass YMh ARP PVB haledeyer GB VUhAcl.dUS: NIT TEate,ar Cap 4an? lrSpacea711WLendneted:(2) Va. ofYlB' He GW.. aM.0MVSG Watlryer M i"Mmkated IS, V'T EateAar0.p4G16'Alr8paoa4711VLuNated;(2) Blue ofYIW He Glass WM.MV SO ANeAayer lIJ 7/10'Mmineted: QlLBea of anlY Arm GMa4 Mth.090'BG Medayer CIA W16'L.minatatl:(3)I'TD'I/SAMJ Slaw YAih GB Spvcc411T Urr 1"Iamhaled LF:YfO'TEvledor Cap431B'Alr Spece4 ]IiG MM,Nkd; (2)Nea eIY18"Alm Gks-wI1h.090'9a INedayer OBA 1"LemMaledLF:1/d"TEvtedor COP+IMF Air Space47/i6'Laranttd;(2) Liee of N rAMNOkes Mlh AWSG WeMycr 'ANN'=ANNEALED 'HW-HEAT STRENGIHENEO T-TEMPERED 'PVB' • A9O' TROSIFOL® PVB SY KURARAY AMERICA. INC. 'SG` = A90"SENTRYGIASO BY KURARAY AMERICA, I NF DESIGN PRESSURE RATING IMPACT RATING 9EETABLEG1,283ON I RATEDFORW4GE&SMALL SHEETS 6,]88 MISSILE IMPACT RESISTANCE CODES l STANDARDS USED: -2017 FLORIDA BUILDING CODE (FBC), 6TH EOMON •2014 FLORIDA BUILDING CODE (FBC), M EDMON -ASTM SUOMI) -ANSI/AFSPA ND&2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, MM[2015 -AISI SIOO.12 -AISC 36&10 GENERAL NOTES.............I EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ... 4.6 ANCHORAGE .....................6-14 DESIGN PRESSURES......, 6-8 INSTALL DETAILS..............12-14 ELEVATIONS. .................... 15,16 PANEL / SILL TYPES......... 17 CROSS SECTIONS ............ 18.19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21,22 fP11)4B&f600 CEtT.OFADIN029290 SERIES 770 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B. THIS SHEET & 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 33-1/3% 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 6.14. 4) SHUTTERS ARE NOT REQUIRED PER FED 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, ANS OAF&PA NDS 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. 9) TEST REPORTS: FTL-5980,FTL-5993,FTL-6001,FTL-5014,FTL-6015,FTL-8017, FTL-6022, FTL-0023, 1)W'H SUBSTRATE CONDITIONER UiEEANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, FTL-6024, FTL.0025, FTLE028, FTL6031,FTL-6033, FTL-6036 AND FTL-7554 CHOOSEY ORGR LOWESTLETTER FOR ALL TABLES IN THIS APPRWAL 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) FOR STEEL STUDS, MIN. FU- 45 fW, MIN FY-M KSI. 4) FILLED BLACK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 6) ANCHORS MUST BE OF SUFFICIENT LENGTH SOTHAT A MINIMUM OF 3 THREADS MEND BEYOND METAL SUBSTRATE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY RIM,.. COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE TA81 Anchor Group Anchor TAP. Frame Member Supfimk MIn.Edge Divia..e MM.O.F [Mall Min. Embedment., Moral Thlcknew A #121&B SMS, (F,-W MI, F,p 95 call 012 410 88 SMS, IFS Mksi, F,o 110 k.Q M Southern Fine (SG =0.55) 9110" 718' 1-98` 608 11SAluminum Nr 0I18' okgP ASS Steel Z(v 8116' mow` GL 33 SMel Blue war Wis. 0.04w(Is Go) 1/4' E110 Aggm4 to* Fy=57 kel, Fu=116 kel All Concrete min. 2.22 fell 1-1Q` S" 1-WB" Jam" hook Fllled Block ASTM C90 T 3" Y Jamb/P-hook Hotel Black(ASTM Cl 2" S 14/4" All Southern Phi.(SG -0.54 1" 1' 1-YB' B 012 Steel EMS RN, 6) (min. 03 thread. beyond melot eub,t.B) All 8.1 ern Pre (SO . 0.66) Mir ?IT I. 6U9&TB Aluminum L8- wir 0.090" AM Steel Ne. i i6' 0.05W IN. 33 Steel Stud 31Y Wie- DOW 1B Ga C 114`Eko UIRUC ran F� 155 keI. F„=1T)ke, NI Concrek(ml., 2.85 Net) 1" 4' isle' temp/P-hook Hollow Black (ASTM CM) P 8` 1-114' 1M• Eke UH.CovID Fye155k.1 I All Canamk a 2.05 kel 2-0l2• 4` 1-WB' June I P4hwk Filed Block (ASTM CIO 2-iZ7 4• hY4' Jamb l Plink HNlow Black SIM Dsb 2-0tl' W lm!14• D DO SS Elco CreleFlee® F,e12T4 keI, F.f 109.7 kel ad/Sill Centel. min. 3.35 keI 1" 4' i-W4' JP4aah Concrete (he.. 3.35 MI I. 0 1-V4• Jamb PMak Hollow Beck ASTM C9p 2dtl` B" 1-U4• A I6aNhem". Ge SUnG 1• 1` 1-LW 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 1-1/2"THICK. . pl Ina with the Florida iodo PROPERLY SECURED, I X WOOD BUCKS ARE OPTIONAL IF UNIT IS Building INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS Now -No. 17-0420.12 DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. 1 X AND 2X BUCKS Eaplrathut Dato02/17/2020 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS BY � ruuom-eProuct control THE RESPONSIBILITY OF THE ENGINEER Oft ARCHITECT OF RECORD &TO BE REVIEWED BY THE BUILDING OFFICIAL, 4) 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 , 111E iI/ NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 Y LYlyy PSI MIN., (DONE BY OTHERS) MUST FULLY 1+"UGENgF SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOTTIGHT T"O `� THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,30# FELT PAPER OR MASTIC IS REQUIRED =*: No.5B705 BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED - BYTHE AUTHORITY HAVING JURISDICTION. Sul I NTS I f - 22 1 POT0130 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 i i 1 7 G ¢'Q MAXUNIT jZdS HEIGHT PER TABLES IJ FecxEr 166_ NOM. I PE MAX HE PERTA 1) ALL CONFlGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH CATIONS USING DETAIL "JW,'Jc','KW" OR "Ke INSTALLATION. E)OWPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE E P pXXXXOR XXXXp. OXXX IN POCKET CONFIGURATION NOM. PANEL WIDTH + CAN BE P. PER TABLES I-3 i 2)80°8135°C NER CONFIGURATIONS CAN BEA COMBINATION j OFAN TRAIG T CONFIGURATIONS. 7 MAX. UNIT isqviiay HEIGHT PER TABLES 1-3/ / 1+T !TP 3)FORNOM.PA L TH. SEE TABLES I-3. 'X'= OPERA13LE PAN QF m iy INOPERABLE PANE V = vOG�T ig� 'P'POCKET IL LETTER I � W COO OR METAL INSTALLATION 2-PANEL = CRETE INSTALLATION CONFIGURATIONS + v SHEET MBER MAX. UNIT WIDTH DLOWIDTH =D .PANEL NEIGH -1 NOM. PANEL WIDTH DLOHEIGHT=DO UNITNIT HEIGHT - PER TABLES I3 PANEL HEIGHT=D OR UNIT HEIGFR-1.888" + \TABS IT a -3 3-PANEL CONFIGURATIONS + MAX. UNIT WIDTH NOM. PANEL WIDTHA PER TABLES 1.3 s e r MAX. UNIT HEIGHT a PERTA13LES W / 5-PANEL CONFIGURATIONS Po T r i I t i i I Rgg 2� PxXE I 4-PANEL CONFIGU 1RATIONS \ MAX. UNIT WIDTH -'1__ ,PRODUCT REVISED aumm�afcl de with the Floaaa N0A-Na. a 17-0420.12 Eaphaaen onto 02/1712020 MAX UNIT bl HEIGHT / t 3 / JUTE PER This .TABLES I-3 SHEET. +\\111111111 a woum �. No. 11703 CORNER, TYP. n c �rrr. oFABntueas vet 770 ALUM. SGD-LM IACT' S61 AL"YfI+III ❑a +P".E '360705 � M ° 1R 1o6cTndvn10 EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = 355-7/16- 0 9B' HEIGHT 300-1/4" ®12T HEIGHT NOM. PANEL WIDTH' PER TABLES 1.3 MAX UN HEIGHT, 96" OR 120� 't I/A 6-PANEL CONFIGURATIONS MAX. UNITWIDTH --- NOM.PANELWIDTH 1 13 13 1 PER TABLES 13 1 t9 MAX. UNIT tdFx/! 19HEIGHT PER TA IBLES I3 / /a /d / h / NOM. PANEL WIDTH PER TABLES 13 FOCKE CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL'JW, "Ji, "KW' OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXD. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 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 DETAIL LETTER W = WOOD OR METAL INSTALLATION r-- CONCRETE INSTALLATION LSHEETNUMBER DLO WIDTH = NOM. PANEL WIDTH -7' DLO HEIGHT =DOOR UNIT HEIG HT-10.125' u? PANEL HEIGHT =DOOR UNIT HEIG14T-1.866' 7-PANEL CONFIGURATIONS PRODUCT REVISED 1 1 13 1 a PI in9 with the Florida amid]., iado NOA-N,. 17-0420.12 MAX. UNIT WIDTH '1 Explmtmn Date 02/17/2020 ' t t 1 1d t, t to t, ' tC9l.T37 I� PEGHTRRTAUNIT BLEB 8-PANEL CONFIGURATIONS Na. 6e705:r tar, TEGwm wylal vE EXAMPLE CONFIGURATIONS st •.`. oAma M VEN,LE Ft.WD6 pupreo-tsm �p / G rrea c[Nr. oraurxatszso SERIES 770ALUM. SGO-LMIMPACT 'rp�NgLtnc`7�1 1 \ Jlt C NO clGL1"ES THIS SNEEf. evr,.yr r� o.e crow wr amwmemr D ALYNNNn IFO PE ,, idf0/14 O: uaacnt Iva, s,aTm NTS 3 - 22 PGT013p C P.exseTos GLAZING DETAILS 133, G3A, G4 4A, G5 & 05A 7116" NOM. 7/1 B" NOM. 1"NOM. 3116' HS GLASS 3116' HS GLASS 3/16° HS GLA55 — — .5_0. PVB .090" PVB .090' SG 3/16' HS GLAS S 74 3/16* HS GLAS/6'AIRSPACE 3116"HS GLASS 74 74 , 3M °TGLASS Bt 0] FMERIOR 3G DS E%7ER100. 3GLASS Y' B BITE GLASS BITE PMERIO 80 50 01 79 54 54 55 7/16" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1. MINATED I.G. GLASS TYPE 65 9flw NOM. 0' NOM. 1' NOM. 3/16' HS GLASS 1/4' HS GLASS 1/4' HS G PVB— .09D" _ .090-PVB- .090'SG 3116'HS GLASS 1/4'HS GLASS 74 1/4°HS GLASS i4 5/16'AIR SPACE 74 114'TGLASS 82 02 PRODUCT REVISED as complCin9 with tM10 Florida 314" NOM. 3/4" NOM. Code CA -No. 77.0420.12 NOA-U. EXTERIOR GLASS SITE EMERIOR GLASS B1TE 314"NOM. 1P4-027 GLASS Expiration oat" 02/17/2020 BITE By EXTERIOR Ifier.l..yollcofts.1 Cooled a at 61 79 54 64 55 9116' LAMINATED GLASS, TYPE G3A 9116' LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A n P N O LY /V41, �p.yY GLAZING NOTES: ; 1} No. 55705 'i = 'ANN"=ANNEALED 'HS'= _ *L HEAT STRENGTHENED 'T'=TEMPERED SEE SHEET IS FOR SPACER DETAILS.rl Ipro7EcmvoeomuvrvE wee. :0'•, sTA i0'x:'/4� °PVB'=.090' TROSIFOC PVB BY KURARAY AMERICA, INC. 'SG'=.090'SENTRYOLAS®BY N. vtw+r.E, FL uin GLAZING DETAILS•° KURARAY AMERICA, INC. Iw04eo-lsm %�S fORIDN _ �''S''NI11A L�1Ey�NG`x� eFopC9Yl) C NO f1LINOESTIUS SHEET. cERr. oFAurx�ae4 SERIES 770ALUM. SGD-LMWIMPACT w� m.ieF ru u=w=„®i „ ... ® saoam NTS 4 22 PG70f30 C ALYfNIA..v PF. PEasmm GLAZING DETAILS (G6, GISA, G7 G7A, G8T ) 1 ° NOM. 7116° NOM. 1' NOM. 3/16'HS GLASS 3/16"ANN GLASS 3/16°ANN GLASS .090" SG .090' SG 3118° HS GLAS .090' SG 3116° ANN GLAS 3/8°AIRSPACE Ts 3/18'ANNGLASS 7p 318T RSPACE ]q 3/18' T GLASS 3116' T GLASS - 82 v 8J 3f4'NOM. EXTEHDR 3/4' NOM. 3GLA55 124121 GLASS GLABE t24-tn BITE BITE E%IERbR BITE 80 ]a ' 1" LAMINATED I.G. GLASS TYPE 36 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 1"NOM. 9/16- NOM. 1' NOM. 3/16" HS GLASS 311T ANN GLASS .090° SG 1/4° ANN GLASS .090' S 3/16' HS GLAS .090" SG 3/16" ANN GLASS 5/i6"AIRSPACE 74 1/4"ANN GLASS ]I 6/16-AIRSPACE 7p 1/4° T GLASS 82 1/4° T GLASS PRODUCT REVISED 83 63 al in0 with the Florida 3/4' NOM. NDA-Ne. do 9OA-N.-17.0420.12 1W2 3/4'NOM. EXTERIOR GLASS 12a12 3/4'NOM. elotraa"a/Data 0211�712020 GLASS BITE GIABG BITE BITE aYl�+'/ EIREWOR miamj_vaSM Product caawl a 0 1�3.EXTONOR 79 55 54 56 1" LAMINATED I.G. GLASS, TYPE GISA 9116" LAMINATED GLASS TYPE G7A 1' LAMINATED I.G. GLASS, TYPE 38A _ *; Na.58705'r GLAZING NOTES: "ANN'=ANNEALED 'HS'= HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. %O'•. 'T'-TEMPERED °PVB'=.090'TROSIFOC PVB BY KURARAY AMERICA, INC. f0]OTE(.YMLYDOYA4IVE °��' S ' T •. 0 �'Ct`S `F�ORIDP,:•���` "SO' =.090'SENTRYGLASOBY KURARAY AMERICA. INC. N. vSxke,n3a74 pu04eatoao ��OSt�O N('jP• 6 q,nNAL ttt G69N17 "�- L NO fIWNGES iHISSHEEI. - mrroclum va280 SERfES 770 SERIES ALUM SGD-LM IMPACT atp RPF. y _ a+�ar y" JR /N10H4 _ _ _ waammuswum SG m NTS 1 5 e22 TOM C ' Design Pressure (DP) and Anchor quantities Re4utmd, (for all approved configurations on Sheets 2 & 3) Far comer sshagbl ancham9e on 90- or 135' center uNls, see sheet ll Maxim um DP for all sizes; +60140 psf (May be llmited by Table 1A) Table applies to Gless Types 3, 3A, 8, 5A, 7, 7A, 80 BA and Ihs 81110Aehaga) Types shwm bolou Door unit rxlaht w 84" 6P' so, 69-7/6• DLO Anchor Creep 73d0 DLO Anchm Gmep 79.71V DLO Alelmr Group BS718' OLD AnchrGmup A B 1 C 1 D A B I C I D A 1 B 1 C I D A B 1 C D HeaNSN C4N C4N C4N C't+1 D1+1 DIN CA+ N C4+1 N CI+1 C4+1 C4+1 C4+1 CAN C4+1 21C OLrD Jamb 8 0 B 8 8 a 8 a 9 8 B B a 8 e a P-ha.Q 6+7 6+ 6+7 6+7 7+8 7♦6 7.8 7+8 7+8 7+8 7+8 7.8 7+0 7+8 7+8 7+8 HCed19Yl C4+1 04+1 C4N C-1 C4+1 1Aa1 CAN 04+1 CAN D1+1 04+1 CA+1 C4+1 C4a 704+1 C4+1 6 30' Jamb B a 8 B B a 8 8 8 e B a a 0 8 8 OLO P-Iwok 6+] BN 9+7 6+7 7+8 7+B AB 1+8 7+B T+8 T+8 AB T+B 7+8 7+8 7+8 Hool CA+1 C4r1 CAN CAN dN CA+1 CA+1 CAN G+1 U.1 C4N 04+1 CAN C4N C4+1 —8 04+1 —a 3fi• D Jmrb B B B B 0 8 8 a 8 B a 0 e e a O P-hack 6+] B+T 8+7 8+7 7+e ]+0 7+B 7+B AB NB NB 7+8 RB NB 7+9 AB HeadlSill CAN C4+1 04+1 C1r1 G+1 C4«t CAN C4a1 C4+1 CNt C4+1 NO GIN CIN 04N C4+1 � 42• 35' � June a a a 8 B e e 8 a e e B a 9 a a 2 DLD P-hook 6N a+7 B«T aN T+8 ]+B T+a T+a 1+8 T+0 T+e ] 8 7+8 T+s T+8 7+8 HCsdlSlll CA+2 C4+2 C4+2 C4+2 G+2 G+2 C4+2 C4+2 04.2 C4+2 1 G+2 A+2 G+2 G+2 4-2 04+2 4V OLO Jemb a B a a a 8 a a a a 8 B 10 a a a PAONs e+7 6+1 B+] 6q Ae ]+0 7+8 7+8 7+8 ]+B t+B T+a ]+a 7a8 7+0 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 8. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4' SILL. 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" 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 M 3) 4', 3-1/4-AND 2-1W SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-W SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA 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. SIII Height to Max. (+) DP (Water Infilbetlon RSHng) SIII Riser Height (+)Melee (Flat ol'Box, as. Pressure, per Sheet 17) Flush -t-1/2' see note Law -2.1J +45.67 MBNem-S1/4' +60.0 Hyh-4' -Sao FYaa1:-11etalli J OH LENGTH OH RATIO 2 1 OH RATIO - OH LENGTH OH HEIGHT DLO WIDTH= NOM. PANEL WIDTH-7' DLO HEIGHT= PRODUCTmREVISED DOORUNIT HEIGHT-lOA25 prm9xmh the Rules emiaee trace NOA-No. 17-0420.12 PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" E.Phothm last. 02/17/2020 Interlock P-haok tackstile@lamb Straight Astragal Assembly Weisel.@ Straight Astragal 90'Astragal Assembly Inckstle@ 90'Astraid 135, Astragal Assembly Locloble@ 135-Astragal Standard501es Sunda rd Side Standard Sias Standard5ale Stands rd sale Heald 6tystlle Heavyduly Stile Heav-duty5tre HeavyAuty Stile J— Standard Astragal Outside Canter, , �[�,yJ..(� Inside Outside Center Inside Corner In ne come Ou[sida Corner ^� ..dam Part p60 (K2) Part M60 Parta60 Far[a60 (Sale) Part g6](Astagal) part p60 Pan Parts 1B Comer Rerelver) part b119 (DYL) Part P120 (In.) parts B31(&Y32 (Corn &Fxtl Mount) Pan 061 tPe04eotaa4 czar. of` b ,KNIlV 6 • 22 1 PGT613O +lsslsul4q ` r1 OCFNaC 1} : No. SBT05 �''S'ONALIEt' A LYldR MILIFRI PEA 50]05 Designpressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets2&3) I Por comer a WaBal vnchoa9a an BO' min- manor Imps, are slmat 11 MaxMum OPfarall sizes: +60/-60 RAaV be fiMNd by Tebla ?A) UV urm Hel t Table apprma tO Glass Types 4, 4A, BY I U'It 006' 10Y 108" 114' 120 a, eA 7.7A, 860A eM the 09-7/6.O D 1 702/ 72.718. DLO 8WIV DUD 01-71 DLO I 97.716- LO In7fir MO 08.76•RO SawAeba,al Type vh. helve. Anchor Group I Archvr G=P I ncho'Gmup Anchal Gmap A,abar Gmup Alain mup kom'Gmup Ancom Gmup A 9 C D A B C D A 0 C D A B C D A B C 0 A B C D A a C D A 0 a D e S • GH GH UH U+ U+1 Uaf + U+1 UN Cis GA H UN G+ ry G+1 • Oda1 O1+ Ct+t +t CI.1 U+1 U+1 C4+1 Gal Gat GN G+1 26' Ir Jamb 0 8 B 6 B 6 B B B a B e B 6 10 10 10 10 10 10 10 10 10 f0 10 10 10 10 ID f0 EHUO PMuk &7 fiN &7 &1 8 748 7+8 7.0 1+B 7+6 7a ]+0 7+8 7+3 7+8 &0 8.9 &0 &9 B+9 Bag 8+9 &B &in 8+f0 Bt10 &10 9+10 9+10 0.10&10 HevN00 Ur1 G+I G+1 G+1 Gq G+1 Gal GN UN GH Gat UN G+I GH GN Utl G+1 U+1 G+1 GN GH G+1 C.1+1 Gal Uq G+1 Gal UH U+1 UNOLO Jamb 0 e 8 0 B B e B 8 0 B 8 8 8 10 10 10 f0 i0 f0 10 10 ID 10 10 ID 10 10 10 10 PMmk &7 6+7 &7 6a7 8 7+8 7+0 T+B 7t& 7t8 7+6 7+6 7+8 7+6 748 &9 3+0 0+9 &9 &0 Bag &9 &9 &10 &10 WO &10 9-10 &10 9+10 9110 Hamilsill C4N G+1 U11 U+i 1 17a G+1 CA+1 U+1 04r1 G+t G+t UN Uat C4a1 UN C40 U+1 G*1 Uat U+1 Uat U+1 G+1 G+1 UN UN U+1 G+1 .1a1 CIO 0&1 96' JPnb 6 0 0 9 '0 B 8 8 B 0 0 a a 6 10 10 f0 to t010 10 10 10 10 10 10 10 10 10 10 OLO Rbvak &7 a-7 a+7 &7 5 7+0 7+8 Tao 7+0 A6 7+8 +B +5 AB T+B 8+9 a•8 B+9 &a &0 &9 8a9 8aB 910 &10 0+10 &10 9a10 &10 9+10 &10 UH G+1 G+1 UN G+I fM1 Uaf UH UH G+1 G*1 GH Ual UN Clrt G+1 G+1 Gat Gal Gal Ual GH G+I G+1 GN U+1 C&1 C5+1 GH CNt Jamb 888 8 88eB8B0B98t0f0 10 10 10 10 10 10 10 f0 f0 t0 1T to1010 QUOP.evpk &7 T7 fiN &7 8 ]+B 7+8 7-8 AB 7-0 7-8 7+B 7.8 7.8 T+B 8+4 8.9 0+9 &9 &9 &9 8-0 3.9 &f0 Ba10 9-10 0+10 &10 &10 6+10 0+10 HaaNS01 U+2 C1+2 Cr+3 Ct+2 2 G•2 G+2 C4+2 0I+2 U+2 U+2 G+2 G+2 04a2 CN2 Gat G+2 G•. La+2 Ga2 G+2 CL+2 G•2 C&2 G•2 O&T C&2 C&2 G+2 fS+2 C&2 dB• 1. Jamb 0 8 e e 8 B B 8 u 8 e 8 to B B a 10 t0 10 10 10 10 10 10 12 10 10 10 12 10 10 f0 P4mw 6+7 &7 6+7 &1 7.8 7+8 7+0 7+B T+0 7+0 ]+0 7+8 1+B T+0 ]b I+B 8+9 0+9 et9 B+B &B 5+9 849 a+9 9010 &10 9+10 &10 0+10 9+10 &10 &10 G' 60' OLO HeaNSBI GN2 Ga2 G+2 Ut2 Gt2 G+2 U+2 Ga2 Gt2 G+9 G+2 G+3 U+3 G+$ GK G+T Not evailable in these sizes Jamb 0 B B 5 a 0 e 0 ID 0 B 0 10 9 6 a P'a. 5+7 6+7 6+7 &] 7a0 1+0 7aB NB +B 7+B ]+0 &B 7+8 7+8 7-8 T-B 0.O Head5111 G+2 G+2 G+2 U+2 Gt2 Ga2 Ga2 G+T G+I G+2 G•2 G+2 C1+2 G+2 C6+2 C4+2 Jamb 0 8 B B B 8 0 8 f0 8 a a 10 a e e P1wvk &7 Bq &] &] 7+8 7+6 74B 745 A5 ]+a 7181 74 Ta8 Tag 7a0 (+9 FOR EXAMPLt UN USINU IAPLt, Btt 3Htt I B. NOTES: 7) POSRIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OFTHE 3.1/4° SILL 2) WHEN USING THE 2-1/2' SILL. POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE SAW SILL, POSITIVE WATER DP IS 00.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER OF IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 3) 4', 3-1f4' AND 2-1/2- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1.12° SILL IS NOT AND MUST ONLY HE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FED (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 TAR1 F IA - Sill Height to Max. (+) DP (Water InBtmllcn Rating) SIII Riser Height (•)Design (Plata Boz, sae Pressure, psi SMet 11) FIusM1-1-1/2' see mte3 Low-2d/2' ♦46.6] Medium-3-774' +g0,0 High-4° +B0.0 ULU YYIU I r1= NOM. PANEL WIDTH -7' DLO HEIGHT= OH LENGTH 1__ DOOR UNIT HEIGHT - 10.125' PANELHEIGHT- i OOI OHRATIOa1 PROmUCTREVISED =O O plying with tha Flvdda N0AaNB cntlo NOA-Na 17.0420.12 ) I SEE NOTES 1.3 OH RATIO = •----- INSTALLED. OH HEIGHT eco o.cIC 11 A 99 IM PART n]UPMRVtMS ANn RNFFTC 1n A 10 W1R AR.CFURI V OFTAII R -iatad.pk -_ -_ P-hook LOBlotile@Jamb Strol,,eAstragal Assembly Stroigh[As[rogal aihtAsta Assemby 9Assembly to-Astr @ go -Astragal 13 sramblgal Assembly L.Clzrit35'&trr@ 135'Alhagal Heavy-duty5tiles Hear/-dutyStile Heavy-duty SLle Heavy -duly Stile Heavydun Stile Heavyduty5tile Heavy-duty Stile Heavy..duuty5tlle HeavydunStlle Standard Astragal OulsIdeCorner s.��� Inside Camer'I I Outside horde Inside Comer lasue y`'.ma Corner nnd e Comer Part P611X2) Part N61 Part N61 Part N6l'Stile) Part N6Tt�straga1) Tartest Part061 (Stile) Pert N118 ([Omer Recelver) part N119(Out) Part Nil. (in.) as (Slue) Pans R31&N3] P a A (COm.& Fad Mount) Part961 N GEl2T.OFAD7H OPD2CB aco-T7a NTS1 7 -22 PGT0f30 �.: NO.58706 i3 !k a SOT '• � '�/7/W� �A"; �,N1A1�1L�1�18N11-. A L7MI Mn cw, PE PEA U705 +/- 90. od Design Pressure (DP) and Anchor Quangges Required, (for all approved c n9guratlons on Sheets 2 & 3) Forcoma estrpN anchore0e on 90` or 136• comer area, ass sheet 11 rdaximum DP shown below (May be mmned by Table 3A) el ❑eor tH.Ight Table appUea to Gloss Type, 4, 4A, BP 04° 80" 96" 102° 10B° 6, 6A, 7, 7A, B & M and the 69. re` O O M18' ❑LO ] - /e• LD - I 9 - 18° OLO 9R a D O SIII&Adtragal types ahvvn below Mchm Group Anchor Glow Amhx GmJD AnclnrGmu Anchor Group Anchor Umep A B C ❑ A 8 C D a C D A a C D A B C D A C 0 n Pmstum +Awo ! + 82. Fs a ps 1r Howsla C4+1 C4+1 G+i C4+1 TA+1 C4+1 CH1 CH7 C9N G+1 U+1 C4+1 Cd+1 Cq+1 uN OC+1 Cal CH7 CHI G1+1 C4+1 C1+1 04+1 G+1 z4• DID Jamb B 0 B e 0 8 8 8 0 0 8 e B B B 8 10 10 10 10 10 10 1D 10 P4mok 6i7 6+7 6N H7 7iB )+B 7+0 7+B ]iB ]+B AB 7+8 ri8 AB 7+8 7a8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Nulrn Pro.. +/.-W pa! H-026 of N-7G.0 sf 23" Head18111 C4+1 C4+1 04+1 C4+1 CA+1 C4a1 C4+1 C4+1 %1 CA+1 CA+1 CHt C4+1 CHt C4+1 CAN C4+1 CH1 C4+1 C4+1 CA+1 C4+1 04+1 CHt DLO Jam0 8 0 8 B B 8 0 8 8 0 10 8 '6 0 10 10 f0 10 10 10 to 10 6 g Pinok 6+7 6+7 6+7 6+] 7+6 7+ +0 1 7+8 7a8 7+0 7+8 7+B 1 7+B 1 we 1 ]+e 8+9 8+9 8+9 8+9 ea9 0+9 8+9 8+2 5_ 0M rp000, r +/-90.0 ! +/d2.5pd1 +1-7G.0 r 29` Heonull CH1 CH1 G+i l-A+1 C4+1 CA+ 1 C4+1 Cq+1 N C9a1 C4N CH1 C5+1 CAN CAN C5+1 C5+1 C4+1 C4a1 CS+1 G5+1 CH1 CAN n. LO Jamb t0 B B B 10 8 8 e 8 B 12 10 e 8 12 10 10 10 10 10 f0 ie P-hook 6+] 6N 6+) 6+] )+B 7+0 7+d )+B 7+B )a8 7+8 ]+8 B+9 8+8 8+9 6+e. 6+9 8a9 8+9 8+9 Ba9 B+91 e+9 1 0+9 $Cedlgn Pmwm +APeA of +A826 par +/-7&e pat 55° Hear5111 C4+2 CH2 C4+2 Co+2 C1+3 CH2 C4+2 CH2 CE+2 C5+2 C5+2 C5+2 C5+2 0s+2 C5+2 C5+2 C5+2 C6+2 C5+2 C6+2 C6+2 C5+'2 22+2 CW2 427 DUD Jamb 10 8 8 0 10 0 B 12 10 e a 12 10 e 8 12 10 10 10 t2 10 10 10 P-hook 7+8 7+8 7+8 7+ T+8 7+8 ]+8 ad1 8+9 0+9 8+9 0+9 8+9 B+9 a+9 1 8+9 1 619 1 0+9 8+9 8+9 8+9 Ba9 Dosgn Pressure +ybp.0 psf See Non" +]412.6 pal +/-75.t1 sl 4t• Headl9nl C5+2 C6+2 C4+2 C1 C6+2 C5+2 C5+2 C5+2 Cb+2 Cd+2 C5+2 C6+2 IS+2 +2 C6+2 C6+2 C6+2 CH2 C5+2 C5+2 C6+2 C5+2 C5+2 LO Jenb t0 B 8 a 12 10 B B 14 12 8 e 14 12 10 t0 14 70 10 10 P-Inok 7+8 7+8 7+8 7+0 8+9 849 8+9 8+9 049 9+10 sN0 +10 9+10 9+10 9+10 9N0 941p 9+10 5+10 9+10 %10 TE A +1-90.0 PSF FOR LASS TYPE § 41tA. 6, 6A, 7A, B & 6A; +/E7A FOR GLASS TYPE 7 NOTES: EXAMPLE ON SHEET 9 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. OLD WIDTH = 2) WHEN USING THE 2-1/2•SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-174` SILL, POSITIVE WATER NOM. PANEL WIDTH-7- DP IS 60.0 PSF MAX. WHEN USING THE 4• SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A DLO WEIGHT= 3)4•,3-1/4'AND 2-1/2• SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-10 SILL IS NOT AND DOOR UNIT HEIG HT-1D.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 - 1.066' 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. THE .____.....__..__ ur_ en1 F & ee7ner_ei TVPO FA suns I RF scn PnR TART F a SFF BHFFTS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 &19 FOR ASSEMBLY DETAILS ......... _..._-_.___________ _. Intedoek P-hook Lolealle®Jamb Stralght Astragal Lo tile@ go, Mueller Lodatile@ 134 Astragal Lor tlle@ Assembly Straight Astragal Assembly 90-Anmagal Assembly 135-AWagal Heavydury5nles Heavy-duty Sole Heavy-duty5tile Heawduly5tlle Haav dptyStlle Hearyduty9tile Heavy-duty Stile Heaw-dutYSU. How duty5tfle Heavy-0utyAstragal . OutsideComer , 0aulde CooInside nw�--��r�—�-�]] C1=.�•Yl I�,y/i Corner Carver , 1(` Irside��� Inside or. l [marCorner Comer Comer eel Partpfil lag Part B61 Pad C61 Part111(Stlle) Part1161' Part 1181(COrner Pdrt pl]910ut) aRs tl311&tp32 Parttl61 Part 8681As[mga1) Remlver) Part g120 (In.) (Corn &Fxd Mount) CEW.. WAUM. V16YN seem I NTSI 8 +22 TABLE 3A SIB Height to Max. (+) DP CEW.. WAUM. V16YN seem I NTSI 8 +22 TABLE 3A SIB Height to Max. (+) DP (Water mObaDon Rating) SIBRIser Hel9ht (+)poslgn (Flat or Bok, see Pressure, psf Sheet 17) Flush-l-t/Y" see was ow L-2-lir + 41LIf Hlgh 90.0 NO S 13 F OH LENGTH I--- S 2 OI OH RATIO 21 O a L OH RATIO = OR LENGTH OH HEIGHT PRODUCT REVISED ptYia with the Florida euiiemg Cerro NOA-No. 17-0420.12 F Phoflon Date02/17/2020 ID NCFRIAME "8410-P-HOOK ANCHORAGE CONSISTS OF: SEE'C5'CLUSTER SEE LRE AMB (D)P-HOOKANCHORS, SEE'CS°CLUSTER MAX UNIT WIDTH DETAILS. SHEET I0 SPLICE REQUIRED (PERPENDICULAR TO GLASS BEE "C5'CLUSTER DETAILS, FOR ASTRAGAL ERIOR PLANE SEE TABLE 2, SHEET DETAILS. SHEET 10 FOR REQUIRES'CB' SHEET 10 FOR INTERLOCK NOTE, ) 24" MAX. O.C. KETS INTERLOCK CLUSTER.SEE xx THIS AND \ 48" NON. SHEET EE POCKET 10 P-HOOK _ -j�PANEL WIDTH DETAILS, SHEET 11 r` x AMB MOUNTING � " x •zxNSTALLATION. ADAPTER 1 5'MAX (of-( x zxxxHIS SHEET ANCHORS MIDWAY i 0' wlM .SHEETI4 BETWEENP-HOOK 1j I0. 4PAIRB OF ANCHORS&AT 3" Lamx=FRAME ANCHORS FROM TOP & 11• MAX. 0.0.I 01 zBOTTOM � o c ANCHORS UNIT 21"M ANCHORS) JJ 4.051' TOOPENING i@�@'$ j ® 0o=P-HOOK HEIGHT O'0' PER JAMB EDGEOFPOCKET SEE 0 ANCHORS (SEE JAMB 1 ® 14'MAX. G.C. INSTALLATION log I I A x DETAIL DETAILS'Jc'&'KC, E ®' lol� m o=P-HOOK BELOW) END PANEL SHEET I4&PART lb I0� 70 MOUNTING 24'MA)C ANCHORAGE DETAILS' -'&'I(', � �,,, 3•Mm. ADAPTER x (2 ANCHORS) SHEET 19 FOR 1 ol, 'ANCHORS O.C. P-HOOK ----- a_ x •,+2` - x " - x xx ✓ END PANEL ANCHORAGE ANCHORS END PLT ANEL xz xxz x x s°MA% ANCHORAGE (SEE gNCHOMGE x x x' �V2,Y2 SKETCH BELGW) (SEE SI(ETCH EELOWIX�S"°2 R' ANGHGRAGE CENTERLINE E•MA%, TYP. ANCHORAGE ANCHORAGE�ANCHORAGE ANCHORAGE OFPANEL 1 2.04' 2W MAX. EXAMPLE: 5-PANEL 2 TRACK 90' OUTSIDE CORNER - X)=O-EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 48' x 95" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) B. SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL ANCHORS MAYBE ADDED a, 1) APPROVED ANCHORS: SEE TABLE A, SHEET I A 2) ANCHOR LOCATION SPACING FOR ANCHOR I CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1� . SHEETS O41: 48° NON. • I INTERLOCK HEAD & SILL: W MAX FROM FRAME CORNERS. PANEL USE SPECIFIED CLUSTER FROM APPROPRIATE SET WIDTH TAILS SHE 10 TABLES, SHEETS SA AT EACH INTERLOCKAND IO STRAIGHT AND CORNER ASTRAGAL LOCATION, FOR INTRRLOCK FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL °+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. 3 5" ADDITIONAL ANCHORS 24" 0.0, MAXIMUM. AS NEEDED TO ALIGN THE FT�x HEAD OR SILL IFA SPLICE E� 21, OCCURS AT THE P-HOOK MAX PRODUCT REVISED omP1YId9..Ith We FlerMa EWICln9 Code NOA-No. 17-0420.12 JE544" W MAX. EnPiralion Ca4- 2N]/2020 ey - MIamFOa o uet Cantry CENTERLINE S' MAX FROM BOTTOM. MAX. ANCHOR PAIR O.C. MAX. ANCHOR LEES,(JAMBS),14° D.C.JAMBS(& OOK)PHOOKSTIL QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE 2-TRACK OF PANEL2 O.C.OKHOOK) ES P4100K ANCHOR DETAILS ON SHEET 14. FRAME JAMB R DETAILANCHORET 14. --2'ANCHORAGE ANCHOR PAIR REQUIRES SEE'LS, CLUSTER END PANEL CENTERLINE CENTERLINE •� "CS" CLUSTER, SEE L� DETAILS, SHEET 10 ANCHORAGE OF I • DETAILS, SHEET II FOR ASTRAGAL (~ASTRAGAL (2 ANCHORS) 0° 4.0.51" 3.5' MAX. 1 z.'"ANY L..... '. • • LAC EXTERIOR ID CENTERLINE ^+2'ANCHORAGE L,�CENTERUNE "-TANCHORAGE L.�CENTERUNE 3p( NO.50705 - I OFPANEL3 I OFPANEL4 I OF PANEL •�_ SEESHEET IIFOR OTHER INTERMEDIATE —ANCHORS — � N u - -A^; 1 1 171` CEEf. N'.VIIHk9]B9 9 a 22 D ` \ ASTRAGALOR e'OIAG. A70ALOR L—SCE LOCATION ASTRAGAL OR I (FORSPLICE SPLICE LOCATION 2.04' INTERLOCK_' IF NEPLIEDED INTERLOCK'{ CONDITION, USE INTERLOCK IF NEEDED 2.04° CENTERLINE 'CS' CLUSTER DETAIL) CENTERLINE CENTERLINE 1.75" EEK RIOF 135- 1.75" . D MAX. 4- D A JO.C. 2.Wf F 2.04' 209' E1' 5.64' MAX. 3.5° EXTERIOR 4°DIAG. EXTERIOR 7' 7 3.5" O.C. FJRERIOR T �I T� fi' MAX. A--,.,............�...,�n r V I -TRACK FRAME HEADISILL V 2.TRACK FRAME HEA "/SILL 1 ASTRAGAL OR SPUCELOCAIIUN INTERLOCK+ --IF NEEDED CENTERLINE I 4.08" EX}Ewp0. EXTERIO V 3-TRACK FRAME HEAD/SILL Ca} ID ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, -C4-) ! INTERLOCK+-4 IF NEEDED CENTERLIyE .--�(1.75' 3b' 2,04" 4° DIAG. EXTERIOR 4-TRACK FRAME HEADISILL ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "04') CHANGES I OR (FOR SPLICE CK- I CONDITION, USE INE "C6-CLUSTER DETAIL) 3.5' 4.06" R 4'DIAG. EX 3-TRACK FRAME HEADISILL (a1 ASTRAINTERLOCK, (USE WHERE HERE 55 CLUSTER ANCHORS ARE REQUIRED,'CS") ASTRAGALOR II (FOR SPLICE INTERLOCK—i CONDITION, USE CENTERLINE 1 co ncrAu 1 4-TRACK FRAME HEADISILL Cal ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, -05') C ..OFAM..b18Tw 0 ASTHAGAL UK IN I tKWll 1 2-TRACK (USE WHERE 6 CLUSTER I FRAMEJAMB 6'MAX. ANCHORS ARE REQUIRED,'C6') ANCHOR PAIR T— 4-TRACK ASTRAGALOR (—_SPLICE LOCATION 6"DIAG. FRAMEJAMS INTERLOCK IFNEEDED PO4. E�gIOR CENTERLINE L.1 3.5- 7- 2.04" m+1 3.5' 3-TRACK FRAME HEADISILL (o') ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "06-) ASTRAGAL OR (FOR SPLICE INTERLOCK+-( CONDITION, DO NOT Cvl lnW USE THIS DETAIL) 4" xrTejwoa V DIAG. ANCHORS MAY BE INSTALLED 21• EITHER IN THE EXT. OR INT. MAX. TRACK (ENT. SHOWN) O.C. NOTES: 5.64' 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 6' MAX. 2. FOR HEAD OR SILL SPLICE LOCATIONSIANCHORAGE AT P-HOOK SEE SHEET 9. CK FRAME JAMB PAIR ANCHOR FOR SPLIIONS OOCONDITIONS ONLY:SPLICELOCATION�IFNEEDED FPR— --1 ED —°-1 3.6' V— 1- 4-TRACK FRAME HEADISILL 0 ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REOUIRED,'C(E') WITH & WITHOUT SPLICE CONDITION Sao-na I NTS 1 10 s 22 1 P070130 u )♦-j No. 59705 FAO Siq EO�(/:•�: �0NALrENG``. AAYW MILUiR, PE. P,E.A 5570E INTERIM Itt INTERIOR/ f � I � ���j B9�IIIC a11 CENTERLINE +�9 �_I _ rIII r. , 3.5° 4° •+2"ANCHOR 2.W EXTERIOR 204. 7" EXTERIOR 4' 2pq• T' EXTERIOR T@5 EftlOR 8. 6.94' 2.04° 90' CORNER 90' CORNER 735' CORNER 135' CORNER 4' OIAG. 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 3.5" I (USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 0 CLUSTER _ CENTERLINE ANCHORS ARE REQUIRED,°C4D ANCHORS ARE REQUIRED,'CB') ANCHORS ARE REQUIRED,-C4D ANCHORS ARE REQUIRED.'C6') f OFPANEL 4.08- INIEHIIXi EXTERIOR INTERIOR - 4.08° •ai'ANCHOR •i3'ANCHOR 4• 7.41' INTERIOR 3.6' INTERIOR 90 7' 135' 2.04° EXTERIOR n• Dwc. .3 3.5• 3.5 qg COW 4.08' 7. 7° 5.3T G. fi.37' G, L�CENTERLINE CENTERLINE OFPANEL 3.5' 4- 3.5° 4 OFPAA?a 2-TRACKFRAMEHEAD/SILL EXTERXXi 7' _ 4' ON INTERMEDIATE ANCHOR LAYOUT EXTERIOR 7' M1ERX)R 't2"ANCHOR ALL 90° CORNER 135° CORNER IXTn R VIEWS 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V ("CB" ANCHOR CLUSTER REQUIRED ('06" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) ATALL 3-TRACK CORNERS) 4"DIAG. PRODUCT REVISED IMEWOR .6.12' INTERIOR 204' p1YIa9 E'4IN NO FIeTitla Bui141a9 Caee 2.04' N0A-No. 17-0420.12 0.12' 3'S• ezplraOen Dafu02H7/2020 4. EXTERIOR 5.88° I _ CENTERLINE INTERIOR II`OFPANEL ey _ mla,al-0.e m4ucE MDR 90 90 9.5- t36' •+3'ANCHOR A 7' A4„ A 6.12' IAG. SAT G 3.5° 4.08. 7' FMEWOR 3.6° 4' IUIOI 2.OA" 4'DIAG. ExiE3.5° 3.5" EXTERIOR 7' 4" 2.04' I CENTERLINE 'xYLYN/v 90' CORNER 135°CORNER f OFPANEL �..+'LICENSE'( 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL ('Ce` ANCHOR CLUSTER REQUIRED ('C8'ANCHOR CLUSTER REQUIRED *i No. 58705 AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOR LAYOUT NOTES: (3-TRACK SIMILAR) TALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. roroTEcwro�noroRn•E u.ra. '�O sTA lOI r7�47�� 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE N. veHmFro-v' ANCHORAGE, EXAMPLE CLUSTERSFtoRlun...''2 IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. ryn/uo-Imo SS/......... JR S'1) C NO CHNNOES THIS SHEET. °FqI SERIES 770_ALUM_SGO-LMIIMPACT 'Iq�NAL . A. LYNN MILLER, P.E. JR falwl4 sa0am NTS 11 +22 POT0130 C P.ExWDS INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 2-iH8" EXTERIOR t14' G7 MAX. SHIM E TEROR .......... 'ABLE A, —' ] LA SHEET 1 zx woo0 TVP., SEE ANCHOR NOTE 3, SHEET 1 2 TRA A.Woo WOOD ANCHOR TYR, SEEANCHORNOTES & TABLE A, SHEET 1 E ANCHOR A..n.n 1 (1/4' MAX.) EMBEDMENT: SEE TABLE A. SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1/4' MAX. SHIM ` EMBEDMENT: SEE TABLE A. SHEET EDGE DISTANCE: SEE TABLE A, SHEET I 2-iH6"' THIN. DEG THREADS BEYOND THE METAL SUBSTRATE 1/4" MAX. SHIM WOODANCHORTYP.. SEEANCHORNOTES &TABLE A, SHEET D 2X WOOD WOOD ANCHORTYP., TYR. SEE ANCHOR SEEANCHORNOTES NOTE S. SHEET &TAB LE A, SHEET METALTYP., /SMSANCHORTYP., SEE ANCHOR L SEE ANCHOR NOTES NOTE 4, SHEET &TABLE A, SHEET CK FRAME HEAD INSTALLATION 3-TRACK FRAME HEAD a WOOD INSTALLATION 4-TRACK FRAME HEAD a METAL INSTALLATION 2X WOOD TYP., SEEANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYR, SEEANCHORNOTES TYP., SEEANCHOR SEEANCHORNOTES SEEANCHOR SEE & TABLE A SHEET 1 NOTE 3, SHEET I SEE & TABLE A. SHEET 1 NOTE 4, SHEET 1 ANCHOR ANCHOR MI NOTE 5, NOTE 5, TI SHEET 1� I SHEET 1 1 (1/4" MAX.) 1 (1/4" MAX.)-r,—.-%:my' .. ,'. EMERIDR 1 2-I/Ifi'• EDGE DISTANCE: SEETABLEA,SHEETI EMBEDMENT: SEE TABLE A. SHEET 2-TRACK FRAME SILL Om WOOD INSTALLATION EZTEwoR 2-IM6" EDGE DISTANCE: I SEE TABLE A SHEET 1 EMBEDMENT: SEE TABLE A. SHEET i 63-TRACK FRAME SILL Ew WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEE EMBEDMENT: SEE TABLE A. SHEEV 2X WOODTANCE: 2X WOOD TYP., SEE ANCHORBLEA,TYP SEE ANCHOR NOTE 3, SHEERTI NOTE 3, SHEETI &TABLE A, SHEET ` Exn OR V 1/4' MAX. SHIM 2-TRACK FRAME JAMB Gw WOOD INSTALLATION WOODANCHORTYP., SEE ANCHOR NOTES - & TABLE A, SHEET 1 EXR�TV'LUOR = 114-MAXSHIM rFrtr. a=AulNrema ;TANCE: BLE A. Er1 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. • DIAGONAL O.C. IS MIN 4' (HEAD & SILL) ORS' (JAMB) SEE DETAILS, SHEETS 10 & 2-7176"' I ICI EDGE DISTANCE: SEE TABLE A, SHEET 1 4-TRACK FRAME SILL Por METAL INSTALLATION EMBEDMENT: SEE TABLE A. SHEET 1 PRODUCT REVISED plylnB wIln 16u FI=NEn BullalnB Cotlo NOA-No. 17-0420.12 EDGE DISTANCE: SEE TABLE A. SEE exvbanon oa1o02/17@020 METAL TYP., 1 By. SEEANCHOR mm -On NOTE 4, SHEET 1 2-1/16" SMSANCHORTYP., SEE, NOTES & TABLE A, SHEET 1 ExiENOR R V 1/4' MAX. SHIM IJ— MIN. OF THREADS BEYOND THE METAL SUBSTRATE 11l! `.` MY LYNN ..P, � * No. SB205 P. SGD - LM IMPACT 12 222 ow PGT013O (TABLE TE EDGE DISTANCE: SEE LE TABLEA, SHEET 1 NO T, 2-1116"' P T A, HI � A, J MAX. TI SHIM RLY SECURED IX CONCRETE ANCHOR TI WOOD BUCK TYP., SEE SEE ANCHOR NOTES& ANCHOR NOTE 3. SHEET 1 TABLE A. SHEET 1 92-TRACK FRAME HEAD x CONCRETEINSTALLATION CONCRETE ANCHOR TYP., PROPERLYSECURED SEEANCHORNOTESS WOODBUCKTYP.,SI TABLE A, SHEET ANCHOR NOTE 3, SHE SEEANCHOR SEEP NOTES, SHEET 1(114'MAX) n I (1l EXTMOR T. 2-1f18"• EDGE DISTANCE: DONOR SEE TABLE A, SHEETI PERTF EMBEDMENT: SEE TABLE A,SHEETI A. SHEI ®2-TRACK FRAME SILL Oc CONCRETEINSTALLATION EMBEDMENT:SEE TABLEA,SHEETI EDGE DISTANCE: :1 °RLY SECURED 5 SEE ABL, IOD BUCK TYP. SH T1 JCHOR NOTE 3, SHEETI ICMUANCHOR .,SEEANCHOR TES & TABLEA, SHEETI CONCRE OR OR CMU EJI �Ir— PER TA Jt14'MAX. SHIM e RUR 1 EMBEDMENT: SEE TABLE SHEET EMBEDMENT: SEE TABLE A, SHEET, NOTES: EDGE DISTANCE: EDGE DISTANCE: 1. ALL DIMENSIONS RE SEE TABLE A,SHEET 7 CONCRETE SEE TABLEA, SHEETI SHOWN ARE BASED -E PER TABLE 2-1/18" ON MIN. ALLOWED. T 1 A, SHEET 1 1/4' •DIAGONAL O.C. IS MNC MIN 4'(HEAD &SILL) OR 6'(JAMB)SEE IaoR 1/4, EssTEPwR �j DETAILS, SHEETS MAX. I 10 & 71. 7 SHIM `r PROPERLY SECURED IX CONCRETE ANCHORTYP., PROPERLY SECURED iX CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP.. SEE SEE ANCHOR NOTES 8 ANCHOR NOTE 3,SHEET I TABLE A, SHEET ANCHOR NOTE 3, SHEET TABLE A, SHEEP, 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD CONCRETE INSTALLATION � CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED iX CONCRETE ANCHOR TYP., PROPERLY SECURED IX 4TABLE NOTES WOOD BUCK TYP., SEE SEE ANCHOR NOTESS WOOD BUCK TYP., SEE 7 HEET, ANCHOR NOTE 3, SHEEit TABLE A, SHEET ANCHOR NOTE 3, SHEET :HOR SEE ANCHOR ITE 5, NOTE 5, EET 7 SHEET 1 ERpR ':E%iEWOft2�2-1/18'• CONCRETE PER TABLEOR EDGE DISTANCE: CONCRETE EDGE DISTANCE: TABLE A, SHEET7 PERTABLE SEE TABLE A, SHEETI rSEE EMBEDMENT: SEE TABLE A,SHEET , A, SHEET EMBEDMENT: SEE TABLE A,SHEET I 3-TRACK FRAME SILL 4-TRACK FRAME S&L CONCRETE INSTALLATION a CONCRETE INSTALLATION EMBEDMENT. SEE TABLE A,SHEET 7 —~ EMBEDMENT: GEE I TABLE A. SHEET � EDGE OISTANC • EDGE DISTANCE: pROPERLY SECURED SEE TABLE CONC.fCMU ANCHOR SEE TABLE A. SHEET 7 IX W000 BUCK TYP., TYP., SEE ANCHOR SHEET7 SEE ANCHOR NOTE 3, NOTES &TABLEA SHEET t SHEET 1 � 2-t116" CONCJCMU ANCHOR 2-1118°• TVP., SEE ANCHOR TYP..SEEANCHOR-E PROPERLY SECURED NOTES &TABLE A, IX WOOD BUCK TYP.. SHEET CONCRETE SEE ANCHOR NOTE 3; CONCRETE OR CMU SHEETI ORCMU •'� IXTEaOq PER TABLE PERTABLE EXTEwaft n A, SHEETI TT77 ASHEET I V I/4° MAX. SHIM —11— V '� 1/4' MAX SHIM 3-TRACK FRAME JAMB 4-TRACK FRA ME JAMD He CONCRETEICMU INSTALLATION Ic CONCRETEfCMU NSTALLATION CfRI.OFAUIK f18e56 aco-no I NTS I 13 + 22 A. SHEET 1 PRODUCT REVISED euu`mnyPl�a� wltn Ina Florida NOA-No. 17-0420.12 Expiration Date 02117/2020 0 INSTALLATION DETAILS FRAMB ftEQDIRED EDATAT ALL 2,693"MIN. INSIDE POCKETS EDGE EMBEDMENT: SEE TO PREVENT .� DISTANCE WOOD FRAMING TABLE A, SHEET? P-HOOK MOUNTING ADAPTER WATER WOODANCHORTYR, INFILTRATION CONCJCMU SEE ANCHOR NOTES ANCHOR TYP., SEE EMBEDMENT:& TABLE A SHEET 1 28 ANCHOR NOTES & SEETABLEA,(ALSO SEE TYP. �>, TABLE A, SHEETI SHEET7ILLUSTRATION, SHEET 9 ) `- -': " : -- 1-1/4' MIN. EDGE DISTANCE _ - e Xyl DISTANCE: SEE EMBEDMENT:SEE MSEETYP. TABLE A,SHEETI TABLE A P-HOOK MOUNTING EKTERIOR SHEET? _',(':-'.:.'� gDAPTERCONCJCMU ,HOOKWOOD �TTI"CHOR PJi00KANCHOR TYR, SEE SEE A �7 NOTES&TABLE &TACONCRETE OREMBEDMENT•S[E A. SHEETI . CMU PER TABLE . 2.693"MIN. A,SHEETI TABLE A, SHEETI (ALSO SEE ILLUSTRA,) EDGE DISTANCE ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER PARTS #18, #20, #22 OR #24, PARTS #18, #20. #22 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES IA, 2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES IA 2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIORCONDITION METAL TYP.. SEEANCHOR P-HOOKMOUNTWG CONCRETEOR NOTE 4, SHEET 1: EMBEDMENT: SEE TABLE A SHEET 1 ADAPTER SMS CMU PER TABLE, MIN.OF3THREADS ANCHORTYP.,SEE A•SHEET I BEYOND THE METAL ANCHOR NOTES SUBSTRATE $8 &TABLE A. SHEET EMBEDMENT: (ALSO SEE TYP. ILLUSTRATION, SEE TABLE A, EMBEDMENT: 1 SHEETS) SHEETI SEE TABLE A. DOE DISTANCE: SEE SHEET 1 TABLE A. SHEET 1 P-HOOK SMSANCHORTYP., / Fx\ERaR SEE ANCHOR NOTES &TABLE A, SHEET 7 V (ALSO SEE TYP. 2.893" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE SP-HOOK FOR USE WITH BOX SILL RISERS PARTS#19,#21, 023 OR N25, METAL INSTALLATION EXTERIOR (SEE TABLES IA, 2A&3A MOUNT FOR WATER RATINGS) ONLY CERT.OFANIIL/L'[9B EMBEDMENT: SEE TASLE A SHEET 1 P-HOOK MOUNTING ADAPTER CONC./CMU ANCHORTYP..SEE ANCHOR NOTES & TABLE A. SHEET I , rn r- 1.19' MIN. EDGE DISTANCE NOTES: I. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALLAPPROVED SUBSTRATES. 1SEE TABES 141, SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOROUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. PRODUCT REVISED as complying with the Florida Bulltll9 Catl0 NOA-Ne. 17.0420.12 P-HOOK CONCKMU / I EKTERQR ANCHOR TYP., SEED fl V ANCHOR NOTES & TABLE 1AEDGE A SHEET 1 2.693" MIN. (ALSO SEE TYP. DISTANCE ' ILLUSTRATION, SHEET 9) \111\IIIII/ll ,-HOOK FOR USE WITH BOX SILL RISERS Kd• #21. #230R #25, �N 4l/, "� PARTS #79. EXTERIOR � tl, U0EN4•E •.•/ CONCRETE INSTALLATION Rr• (SEE TABLES IA. 2A&3A MOUNT NU•5RI06 P FOR WATER RATINGS) ONLY a m I=114+22 Pi: CONFIG. EXAMPLES MAX. UNIT WIDTH MAX. UNIT WIDTH HEADERDETAIL'A', MAX. NOM. PANEL WIDTH SHEET 18; INSTALLATION DLO TYP. PER TABLES I-3 DETAILS'AV/ &'Ac', WIDTH IMERIOR SHEETS 12 & 13 NOTES; EXTERIOR 1) SEE SHEET 17 FOR INDNIOUAL PANEL CONFIGURATIONS AS - 90 APPLICABLE. SEE OPlANCHOR PANEL PANEL TABLES, SHEETS 6-8 FOR MAX. PANEL TYPE TYPE PANEL CORNER D, CORNER TYPE 'OS' 'AS' TYPE SHEET 198CORNER PANEL HEIGHT AND WIDTH. SEE ANCHORAGE SHEET 11 SHEETS 18 & 19 FOR SECTION A NOM. K' 17MAX. UNIT ' DETAILS AND SHEETS I2-14 FOR MAX. / MAX. HEIGHT INTERLOCK DETAIL PANEL / DLO PER 'M', SHEET iB INSTALLATION DETAILS. PANEL „ WIDTH TYP. / 2)(1)LOCK(ITEMS75&107-110)AT HEIGHT SEE PER HEIGHT TABLES IX INTENOR EACH LOCKSTILE, LOCKING INTO 1-3 KEEPER (ITEM ID3) AT FRAME JAMB UNOTE2TABLES 7-3ORASTRAOAL. a b JAMB DETAI OT, SHEET3) PLEASE BEE APPLICABLE X X 18; I &'Gd, SHEETSATION ATION 12 & 13ASTRAGAL&INTERLOCK Y` 'Gw' 8'Gc', SHEETS 12 813 COMBINATIONS PER DP/ANCHOR TABLES. DLO WIDTH = NOM. PANEL WIDTH - 7' 90. DLO HEIGHT= DOOR UNIT HEIGHT - 10.125" SILLSTALL TIOSHEET i&; PANEL HEIGHT=DOOR UNIT HEIGHT-1.866' INSTALLATION DETAILS EXAMPLE' 90° INSIDE CORNER 4 PANELS - XXMX 'DW &'De, SHEETS 12 & 13 .. —SILICONE —HOT-MELTBUTYL PANEL CORNER FRAME CORNER DETAIL DETAIL Part# Description Material 124 Kommedin94SGTPSSpsoer System 126 Quanu Super Spacer nXT with Hot Malt Butyl Sao his Sheetvials 728 QuaneX Duraseel Spacer Materials 127 Cardinal )L Edge Spacer I KtFtMC Ut I Ci I=rUKI0: r'IL-°r lr,.... e-1. STRUCTURAL SILICONE PRODUCT REVISED e3 e._Flyi a9 IM 1M10 FI°rltl3 IM. GLASS NOA-N°. ° 17-0420.12 KODISPACE 4SG TPS ,=s SUPER SPACE R®NXT "" Expir"Ion De i 171202B 8MLa DESICCANT FOAM EXT. GLASS CERT. OFAVM. AS*0 C((v `INr.G tza DURASEAL@SPACER m XL EDGE TMSPACER 15 d 22 1 PGTOf30 IQI * r' Ne. 58705:r O� STA (C ''. FI ORIOP ( �C11 O� r 1",17 NAL CMG.• "nul 0" ONFIG. EXAMPLES INTERLOCK DETAIL -'M', SHEET 19 OPERAE '—,INSTALL MED JAMB OETAIL'G2', rSHEETS ASTRAGAL HEADER DETAIL'-', SHEET HEET 18; INSTALLATION DETAILS'L1'& 18; INSTALLATION DETAILS ETAILS'GW &'Gd. L2, SHEET 19 'Aw'&Ac', SHEETS 12 & 13 &13 i� 12 PANEL PANEL PANEL ` TYPE TYPE TYPE FA MA NOM. PANEL UN HPIE WIDTH TYP. % MAX. PER SEE TABi DLO TABLES1 NOTE 2, 1< HEIGHT SHEET IB a D x JAMB DETAIL'G3', SHEET 18; ON DETAILS'Gw'&'Gc', SHEETS 12 & 13 HEADER DETAIL'-', SHEET 18; MAX' INSTALLATION DETAILS'AW &'Ac', DLO SHEET572&13 I,TYR YP.90° . K. T HT SILLDETAIL R 'D', SHEET ES 18; INSTALL DETAILS Dw' & Dc', SHEETS 12. PANEL TYPE DS, NOM. PANEL MAX. WIDTHTY DLO PER EIGHT TABLES1 xx PANEL TYPE 'OS' PANEL TYPE K, MAX. UNIT HEIGHT PER EE TABLES NOTE 2, 1-3iEET161 813;O, '`( W`'SEE FRAME& MAX UNIT WIDTHPANELCORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS ❑ETAILS SHEET 15 2-TRACK 'Dw'&'De', SHEETS I2&13 EXAMPLE: 90e OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'11'. SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW & L2, SHEET 19� � INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13 HEADER DETAILJ ETAIL'H2', BHEET P-HOOK DETAIL'J' 8, 1C, SHEETB', SHEET IB;18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12', SHEET 18, INSTALLATION 'HW Wile, SHEETS 12 & 13 'Jc,'Kw-&'Ke, SHEET 14 DETAILS'BW &'Bc', DETAILS-Iw' &'Ic, SHEETS 12 & 13 SHEETS 12 & 137 MA) HE T TA PANEL PANEL PANEL F TYPE TYPE TYPE 2, �M. ,F,UNIT TAN NO ER EGHTPANEL WIDTH TYP.ILES PER -3 DLO NOTE 2, TABLES 1-3 a 2 j HEIGHT SHEET 15 O EXAMPLE: OXXXD SILL DETAIL'E', SHEET I81- (3-TRACK( RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ec% SHEETS 12 & 13 F� MAX. UNII WIUIH PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'M' 'F' 'F IF MA NOM. UN d PANEL HEIC WIDTHTYP. / PE SEE MAX. PER TAB[ —NOTE 2, OLD TABLES 1.3 BHEET 18 HEIGHT X 0 JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'GW &'Gc', SHEETS 12 & 13 N INTERLOCKDETAIL M', SHEET 19 ' 90°OUTSIDE CORNER DETAIL'NT, SHEET 19 & CORNER ANCHORAGE SHEET11 INTERIdR EXTERIOR NOM. PANEL WIDTH TYP. 11 PERTABLES -3 UNIT WIDTH HEADER OETAIL'C', SHEET '18; INSTALLATION DETAILS 'Cd & td, SHEETS 12 & 13 PRODUCT REVISED eaoemplyl, IBI IM1a FIeNtle DWIdl.NOA-N9 coda NOA-No. 17-0420.12 EAplration Date02/l7i2O2O 4 r HT t ES EXAMPLE:XXXO SILL DETAIL'F',SHEET ill; (4-TRACK, BY-PASS) INSTALLATION -DETAILS 'FW & To'. SHEETS 12 & 13 soo->7JA1TS I la a 22�PGT0130 .` No.58705 *I _ rid_ ASSEMBLY DETAILS (SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) TRACK EXTEW a Gt 2-TRACK JAMB CLIP4105 W/ RETAINER 6106 (SHOWN WITH FIXED PANEL TO THE INTERIOR) EXTERIOR 4fit2-TRACKWISCREEN FRAME SILL ae 8105 PN123 H .TO TR) 15 112 40 51 52 53 n ON SHEET 15 EXTERIOR 121 0© ih � [I ®L « �9 , 111 En 106 FULL PANEL JAMB LENGTH 6DOR61 105 14 QQ AqRp 158K01-1 17 03 600R61 6 5 2-TRACK JAMB (SHOWN 5 SEE DETAIL GI WITH FOR FIXED OPERABLE 60 PANEL CLIP LO 75%KpIT PANEL) aCK PAgi 103 SEE DETAIL G2 113 58101-11 FOR FIXED 5 600R 61 PANEL CLIP 103 5 16 P G4 2-TRACK JAMB 60 OR 61 EXTERIOR EXTERIOR In'�E%TERIOR �5EXTERIOR v V V- W/SCREEN 3-TRACK JAMB WITH ®(SHOWN *OPERABLE OPERABLE PANEL) 3-TRACKJAMB 4-TRACKJAM8 4-TRACKJAMB WITH 11 (SHOWN WITH I2 (SHOWN WITH FIXEDPANELTO FIXEDPANELTO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) SEE DETAIL ON SHEET 15 121 SEE DETAIL ON SHEET 15 3-TRACK B FRAME HEAD SE 3-TRACK EFRAMESILL EXTERIOR a 4-TRACK F FRAME SILL PRODUCTREVISED as cone Kiu ng W11N the Flodda MAX. UNIT NOA-No. 17-0420.12 HEIGHT P E TABLES1-3 Expwwn Dew 02/17/2020 TABLE��— • ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1.3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. 'PO' faIa TELIIxlYOGYCRlYE vExicEnaa2m ^"°�•^' VERTICAL ��tC '•.:(GRIOP,.' x. ro+0+eo-raa6 SECTIONDETAILS T'fnNAL R`e cERs aFAum.en2ea SERIES 770 ALUM. SGD-WINDOW-LM! 11.10 lR' olmvr> c xD cx4xoes Tars sxEEr. rmmmMoaf> Ae+fW' — a"•<fa` A. LYNN MILLER, P.E. cuena ® 18 122 PGTO128 C PEC56>as ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) ri 3 EMERICK 5% RIOR a ,EXTERIOR v RLJ ,-TERIOR `7 vv BB 113 103 11B lE_ TYl gT Li WITH STANDARD TILESTANDARD ASTRAGAL S BOB AL L2 WITH HEAVY-DUTTY STILES 61 RNER M 2TRACKSHOVVN EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO B E INSTALLED TOWARDS INTERIOR (BOX -IN) (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) 6135' OUTSIDE CORNER 01 2-TRACK SHOWN con DFAUM n9M QIMERIOR 0 tXMIR OR 9135' INSIDE CORNER 62 2-TRACKSHOWN IMERIOR a INTERLOCK u Jj®,Iz�-0 #61 (HEAVY-DUTY SITEM TILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO SB' INSIDE CORNER APPLICABLE, SEE TABLES 62-TRACKSHOWN N2 2-TRACK SHOWN 1.3, SHEETS fib FOR DP (PSF) ASSOCIATED WITH STILES. PRODUCT REVISED he c.-Pl'i.. with the Florida 31 OCK PART N.4dl., 17.0420A2 BGA-Ng Cotle t5&1W-11 ' ry � IMERIOR e.Plntlee Data 17/2020 / - 19'-22 \\\\1111111111jII ""'mW A.L"NMILIERPE. P.EF W5 Item Dw.T# PGT# Description 1 173M 1 017300 2-TRACK HEAD 2 173W 617303 2TUCKHEADWRNSCREENRAL 3 173W 'B1 Me 3-TRACK HEAD 4 17312 017312 ATTACK HEAD 5 V314 0173M FRAMESCREWCOVER 0 1Tau 617317 FRAME HEADI"B ADI ' 7 IMN 617304 2-TRACK SLL 8 1T301 617301 2-TRACK 6LL WIN SCREEN FAIL 9 17307 61YJ01 3TRACK BILL 10 into B1T310 &7RACKSLL 11 IM13 617313 FRAME SILLTRACK INSERT 12 17315 elmis FRAME BILL SCREEN PODON (SEE NOTE 3) 13 Into Blmie FRAME SILL SCREEN ENDADDON(SEE NOTE 3) 14 173W 01T)CS 2-TRACK JAJB 15 1"02 81T3(12 2-WCK JAMS WRN SCREEN RA➢. 16 17308 617306 YTRACK.#NB 17 Im11 017311 NIACKJAMD is im22 6IM2 BLL RISE F-F1 T,FLUM. 1-V2' 19 I7319 017319 SLL RISEN BOK FLUBH, INY 20 17321 017321 BILL RISEN FLAT, LOW, 2-172' 21 17310 017318 SILLRISER-BOX LOW,2-12' 22 17355 017155 SLLRLSER - FIAT, MEDIUM, 3-114' 23 1TJN 617551 SURBEI-BOKMEDIUM,3414- 24 11,323 6I]323 SLLRISFR-11AT, HXiIL 4' 25 inn 81MS SILLRISER-BOX Him. 4' 26 I7333 61MG POCKETPJIOOK 27 mm 67070 NEOPRENE BULB WSTP FOR P4100K 26 1]391 01TJ39 POCKET PiiOOK MOUM 29 17335 1 61m35 jp410uAwvi,k 30 17348 517MB IFOCKEETPHODKFURBUX1112ahli 3t 17378 51TJ7B 1135WRNM 32 Inn 01m70 I In FIXED MOUNT RENB 4083 qPE SOIEEN PARTS: 40 4319 812258 SCREEN SIDE FAIL -LOCKSR(E 41 7LOCKWOSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 91S7 03152 SCREEN INTERLOCK ADAPTER 44 44H 04428 SCREEN DOUBLE INTERLOCK 45 4317 Sims 6CEFNTOPRAR 46 4318 612257 SCREEN BOTTOM RILL 47 W 7SRA2 SIAIDARDROtLER 48 Me 7SRAX SIAFDARDHOWER-SLSTL 49 43M 84344 SCMENASTRADAL 50 1T349 817N9 OMBSOREENASIRAGALAOAPNER 51 109E 61892 SCREEJ6PLINE-.IBS" 52 18N 81699 6C1EEN 6PLWE-.151Y 53 B16i0(m SCREEN CLOTH 54 I UT X4' X IfIW SET. BLOCK, NEOPRENE 85.7£ 55 17M 1 It- XV X VIC SET. BLOCK, NEOPRENE 8547 Item wg # PGT# Desc#pfion 60 17325 Sinn PANEL STLE 61 inn 0173M PANEL STLE(HEAVY DUTY) 62 17327 817327 WTERLOOKADAPTUR 63 1225 WP248 VINYL BULB WSTP.-THIN(NSME INIERLoch) 04 1m9 717N SILL END WEAR@PS1Ho•PAD Be inn 617328 HIFALOCRSCREWCOVER BI inn 617329 ASTRAGAL 63 1nw 817339 HEAWOUTYASTRAGAL 69 17324 617324 TOP S BOTTOM RAIL 70 173M 417350 WEPTHQiSIRlP EN7ENS ON(NJEGNON MOLDED) 71 16M 7105 I-WXI- X 3M' HIGH FN SEAL OUST PLUGS 72 3153 78153X TANDEM ST. STL ROLLER ASSY. 73 .1. 181511 TANDEM NYLON ROLLER ASSY. 74 SUCONE DOW43K DOW-995 OR W-77M M NW 78165X GEMWI MORTICE 3PLY DUAL LUCK W/ NG TRIM PLATE 70 - 71W230FPFX HOW X V FL Be SOIEW WI TYPE T-W ' 77 TI03219 1G32 STEEL Vic" T 79 1)35T 01735T PIG BEAD 90 17359 017159 7h6- BEAD I FIXED PANEL UP 81 17260 017300 W1B'BEAD 82 1224 GIP247K VNYL BULB WEATHERSTRIP W 61745 1745 LOWE WG VY X1110' SOL BMEAOH. TAPE, PDLYETH. US Sew 48052 TOIL ER AM HOLE PLUG ' 1D1 7=7 AMB BUMPER 102 1090 1 7100 JDUSTPLUG 103 B1ee 1 7010NK 1-KEEPER UK 60 7SOKEEP SCREEN LOCK KEEPER 105 17344 0173" FMD PANEL OW-W LONG 1N 17352 817M2 DIED PANEL RETAINER- WHY' 1DT 1739 71739 IVWDIE NR-NIFAKIR PAGED WIININUNB TILW W. 114. 11140 HANDLE HR-RABEO FXIEHWRHPNDIE IOD Mr ]01CVS. HANDLEKII-RECESSED NIERK)R WRH RNNBNRN 110 1732 T8178 IIANDIE KR-pfCE65E0 EME6K1R PULL III ]10X14PPSOAI(9%X3/4'P1LPNTEK-S.6. 112 1235 N518 IWW_WUX.170-FINSEAL 113 1712 04088 .fU7'X23WfNSEAL IN 71M15PPX *IOX1-W' 115 71WK II10X1' its 120X1X 1100X1'S.S. 117 720X112X 914-20X1-1?8.6. ' US ITWB SINUS 9011EGREECORNERRECEMER ii9 iT1i] 01133T WDEGREEOUTSDEGORNERASTRAGAL I10 1]W0 811 T330 900EGREE INSIDE fAPNM ASTGAL RA 123 17352 017352 Fe4EDPANELRETAINER,LO" I.gFr. a<uRx sz9m NOTES: 1) ALL ALUMINUM = 6063.T6 2) ITEMS # 33-39, 5659, 66, 78, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL, 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3716' MASONRY ANCHORS @ 24' MAX O.C. PRODUCT REVISED m.lyin , with the Florida NOA-No. 17-0420.12 Expiration Date OYH W2020 HE j*. ND. Sens • 19� 1k_ �T a F�•iJ/� '77S�ONALlilt IENX`�� "'" mmm�eav A. LVNNMl1ER P£ lQ IdIM4 n� NLaaaapa ° smam I MS 1 20 a22 P970190 I C P.EX567os 5.069' 8.682` 0.080• 1 211° 1.605" 0.081' 02-TRACK HEAD - m 4-TRACK SILL (W(I3 T6 AL) (6003-T6 AL) 8.798' —y h,, 0.081' O2-TRACK HEAD W7 SCREEN TRACK (6063-T8 AL) QQ QQ I) I8r52Q0' OO 3-TRACKSILL (6063-TO AL) T.106" 6221" 0,080, FF n 211 1.505' OTTi "1' 3-TRACK HEAD 0 OB 2-TRACK SILL Wf SCREEN TRACK (6063-TEAL) (6063-Tfl AL) 9.142' 4,40' ri70.080° -T 1.211' 1.505, 0.081, O4-TRACK HEAD O2-TRACK SILL (5063-TEAL) (6063-T6 AL) 1.514` 0.062' 0.5r32° 1.280° 0.080' I 1.516° OFRAME HEAOlJAMB SCREEN FRAME SILL SCREEN fi ON 1 (60D-0N (60fi606 3-T6 AL) (6083-76 AL) REQUIRES MIN. 410 SMS OR 3fl B" MASONRY SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24' MAX. O.C. LT0.060' 0.780' 1.990" FRAME SILL SCREEN 13 END ADD-0N (6063-T6 AL) REQUIRES MIN. N10 SMS OR 3116' MASONRY ANCHORS @ 24' MAX. O.C. KV 'FL 3195 ry1Il IBM1f600 cEKr.avumtdmav G2-TRACK JAMS W1 is SCREEN TRACK ( 63( -T 16 3-TRACK JAMB (W(13-1`BAL) +I 0.062' 1.018° 0.081° SCREEN IJ 40 STILE (6063-T6 AL) 5.069, —� 1.046' 1.093' 0.062° O14 2-TRACKJAMB yr SCREEN TOPRAIL (6063-TB AL) (6063-T6 AL) U 4-TRACKJAMB (6063-TO AL) nr XTRUSIONS ERIES 770 ALUM. SGD - LM IMPACT a." s0o-7sP NTS 27 d 12 PG710130 0.875' tsLO.Ofi2' SCRN 48 SOTTOMEERAIL (6063-T6 AL) PRODUCT REVISED plyln9 with Lha Florida BUI1JInP Coda NOA-No. 17-0420.12 FaPtrmma Data 02/17/2020 7IQi * No. S8701 ALYNNMILL RRE P.E.998705 0.718' �j o.83• ('^ 2.304' 3.802' Ipt_S 3.B02'� 0.752' �-1 0.]52' LI 0.885" 0.574° 0.796. 1.163", 0.062' 0.080" 0.062' 0.264° r2J� 0.075" 0.233 0.062' OFRAME SILL P-HO0K MOUNTING P-HOOK SCREW SCREWCOVER TRACK 28 PHOOK 28 ADAPTOR 29 COVER 0.080' 36 P-HOOK FOR BOX RISER (6083-T6 AL) (8063-T6AL) _ (6063-T6 AL) (6063-TEAL) (6063-T6 AL) (6063-T8 AL) 2.30' 1.488' 0.080' 0.630" 974' 244° et 135-CORNER a2 135°FIXED MOUNT (6063-T6AL) (6053-T6 AL) 3.979' 0.076° 1.645' 0.125� 0STANDARD ASTRAGAL (W63-T6 AL) 1.DOW 0.757' 0.050' 05 FIXED PANEL CLIP (6083-T6AL) .550" 0.080" -�F-- FIXEDPANEL . to6 RETAINER 9116' (6063-T6AL) 0.000' L 0.709- -.-! 0.8031-� f FIXED PANEL 123 RETAINER. 7/B' (W63-T6AL) L 4- �7n 4--11 I 0.062" 1.600 0.133' 1.600 3.125- F.- 3.125' 66 STANDARD STILE 61 HEAVY DUTY STILE (6063-T(I AL) F6063-T -AL) 1.738' +{ a1.88 8' 82 IT1 ARL R (6063-T6 AL) I-� 4.125' IF I�� 1.050' 1A50° I 1.845' 0.062' 1.304° .2P.0 ,611" I 45' 4�--- 3 26' .a45• I-- .04V 0.281" r-1 1- HEAVY DUTY ASTRAGAL (6063-T6 AL) TOP/BOTTOM RAIL ]0 BEADNG. ( BFAD FIXEIOG 81 BEADGLAZING 69 (6063-T6AL) (6063-T6AL) PANEL CLIP (6083-TB Al.) (6063.T6 AL) 4 �-I 1.498' 0.133" I 498" L 5.821" 11B 90• CORNER RECEIVER (6063-T6 Al.) 119 90- OUTSIDE CORNER ASTRAGAL (6063.TG AL) CFRf. CFANIILPIDE9 E62V 0.133- 4" t20 90- INSIDE CORNER ASTRAGAL (6063-T6 AL) FRIES 770ALUM. SGD - LM IMPACT mw w s0a>m NTS 1 22 •22 1 PGT01f 7.303" (-- 0.325' 0.082' OINTERLOCK SCREWCOVER (6053-TB AL) PRODUCTREVISED BUIItlInglGOOeWIu tho Fl-ld. NOA-Nn. 17-0420.12 E"I.tlnn Oat.0271712020 .."ONY LYIVV " ,'.. No. 53705 �f -y =�0�. 6fAl 'tyq� ASS/ONAL b�C• A LIAANILLEN�S.E PFA5BT5 �q g o ®515 REVIEWED FOR CODE COMPLIANCE Mlhll®DARE ST. LUCIE COUNTY ®CMIAMICOUNTY � 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 (7W 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eovleconomv PGT Industries, Inc. 1070 Technology Drive SCANNED North Venice, FL 34275 BY SCOPE: St. Lucie County This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this produ ails to meet the requirements of the applicable building code. This product is app d as describe herein, and has been designed to comply with the Florida Building Code, including th gh Velocity Hu ane Zone: DESCRIPTION: Series "PW7720A" uminum Fixed Window—L.M.I. APPROVAL DC sheets 1 through 10 o dated and sealed by Anthony Lynn M with the Notice of Acceptance Section. NUSSILE IMPACT RA IN( LABELING: Each unit sha model/series, and following stal noted herein. No. MD-7720A.1, titled "Fixed Window Installation Guidelines", 13, with revision D dated 03/16/18, prepared by manufacturer, signed P.E., bearing the Miami-DadeP.E., bearing the Miami -Dade Co�oduct Control Revision stamp uiivn���.L• T�� .. an.� exr:r �a e���ann1-)��e County Product Control Large and Small Missile Impact Resistant a permanent label with the manufac is name or logo, city, state, . " ' -Dade Coun ontrol Approved", unless otherwise 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 cial. This NOA revises and renews NOAff 17-0614.11 and consists of this pa and evidence pages E- , E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 8��3�18 Fale COPY, NOA No.18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading 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 a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal' spacer system, Super Spacer® NXTTM spacer system and XL Edger" t spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.14) 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 fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 3. 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Manuel Per z, E. Product Control a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5"' Edition (2014) and FBC 6ch Edition (2017), dated 09/15/17, 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 Km aray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option 11 exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers : Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 BRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel Per . , .E. Product Control E er NOA No. 18- 30.05 Expiration Date: February 19,2024 Approval Date: August 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5a' Edition (2014) and FBC 611 Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11109116, signed by Manuel Perez, P.E 4. Proposal No.16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOANo. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window—L.M.I." approved on 08/04/16 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of10,dated 04/12/13, with revision D dated 03/16/18,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel PCre Product Control Ex er NOA No.18-0430.05 Expiration Date: February 19,2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idahnis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) s E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6" Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/1 and expiring on 02/19/19. Manuel Perez roduct Control Exaiqig0 NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COME THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INC HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WINDOO DEBRIS REGIONS. FOR INSULATED GLASS INSTALNTONS, IN THE HVHZ, THE OUTBOARD LITE (CAP) MUSTTEMPERED MASONRYAPPUCATIONS CONCRETE MASONRY ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 14R' THICK ARE TO 1X INSTALLATIONS IX WOOD BUCKS ARE OPTIONAL INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS ARE b12' THICK OR GREATER. I AND 2X BUCKS (W BE DESIGNED TO PROPERLY TRANSFER LOADS TO T WOOD BUCK DESIGN AND INSTALLATION IS THE REST THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (F FRAME. INSTALLATION ANCHORS SHOULD BE SEALINGIFIASHING STRATEGY FOR WATER R INSTALLATION SMALL Be DONE BY OTHERS Al SCOPE OF THESE INSTRUCTIONS. INE 4B'BUCK WIDTH B 30, 45-114°VISIBLE LIGHTWIDTH EONLY B, SHE ET M-MAX., =ROLLS STM C90 PER i 4VOERED A is g52X SHEET 6 i i B CK SHI MAX. 114-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION IMPOSED ON THEM BY ME WINDOW. URRF 12°MAX. / VISIBLE 12°MAX. O.C. LIGHT CO. WALL r - . I / 9T" T f1E iE TITIITOTIP GHEIGHT JHEI B—�I r6' 6d2 MAX. T) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALrCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSISAND GLASS PER ASTM El300, O DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. RESIST THE W NDLOAOS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE, THE 33-iQ%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3635, 3050. T212 & 18-7763; ELCC ULTRACON NON ELCO CRETEFLEX NOA; ANSVAFBPA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL 10) THE n20A SERIES WAS FORMERLY CALLED THE 720/820 SERIES. CODES I STANDARDS USED: •2017 FLORIDA BUILDING CODE IF BC), 6TH EDITION 4ASTM E1300-09 •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL. ADM-2015 -AISI S10D-12 •AISC 360 10 GUIDE TO SHEETS: GENERAL NOTES......:............1 ELEVATIONS ................................ 1 GLAZING DETAILS ...................... 2-5 DESIGN PRESSURES .....:............ 2-5 INSTALLATION, FLANGE...... ....... 6 INSTALLATION, EQUAL -LEG ..._..:T INSTALLATION, INT. FIN A_......-. B INSTALLATION, INT.FM B...........9 CORNERASSEMBLY...... ....... ...... 10 EXTRUSION PROFILES........ ..... -.10 PARTS LIST .......... 10 FIGURE 1: 12'O.C. / MAX. 12- MAX. / A%. / MAX. r TYa D4amiptlDn Stte1 1 3/16-LamIY16'An-09T PVS-WIT HS 2 711TLurni NVY HS-.090-PVB-W16-HS 3 1-1/16°Lauri. IG WIG'T-T/1B'All- Wig 'An..09P PVB-51 HSI 2 -0/i6'leml. IG W16'T-T/16"Alr-W16'HS-.DBO'PVB-3116'H$ 3 5 6"laml (W16'An-.090'6G-W16"An 4 7/1V Laml(XlT HS-.DDY SG-W16'HS) 5 T 14/16°IwnJ.IG 16'T-T/lTAir-3116'An-.090°SG-Wi6'An 4 B 1-1/16'IsmI.IG 16'T-0/16'Air-3116"HS-.0D0-SG-3116'HS 5 46'BUCKWIDTH - 45-1/4"VISIBLE LIGHT WIDV _ten cuccr'-I DESIGN PRESSURE RATING IMPACTRATING VARIES, LARGE B SMALL MISSILE SEE SHEETS IMPACT RESISTANCE 90°BUCK WIDTH dI GHT UGHT SIBLE LIWIDTH 6°MAX. P. SH9f 2- MAX. C ' E,SHEET6 G, SHEET 96' } }1 BUCK L HEIGHT 931/4" VISIBLE LIGHT 1 HEIGHT 5" MAX. OC. I-- 12-MAX.0C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION "SG'-'KURARAY SENTRYGIAS` INTERLAYEW BY KURAMYAMERIGA INC. "PVB'="RUMMY TROSIFOL® PVB MTERLAYER'BY KURAMY AMER A, INC. 9M/4" VISIBLE LIGHT HEIGHT 96" BUCK HEIGHT 5"MAX. O.C. SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 26. ANCHOR SPACING TO BE 6' MAX. FROM CORNERS AND 12.0.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. Tr_WIDTH (-�- WIDTH --4 F�WIDTH--j -- WIDTH --{ — T --, r r r— � li � ili L J I^wDTH- I— MOTH ---j I— MOTH —1 I^ WIDTH --I � 11D 0 1Li 1. L— J L J WDTH - "- WIDTH --I I— MOTH 'I 1r--- iA 1� 1� TABLE2: Window Design Pressure (+/., psq for Glass Type 1 LongSlde P bT n CSi18 ]3 r 81 85 89 93 91 101 105 110-112 31 ./-80 +/-W +IAO +1.80 +1.80 +1410 N-BD N-80 +/-00 +IAO N-80 33 +AW +1180 H-BD .140 +/-80 +/-80 H-80 +140 H-W +IdO HAO 35 +ABO .I-80 +/-80 .1-90 +1-W +FeO HAO +1.80 +ABO H-79.8 +1-79.4 37 +/-W +IAO +1-60 N-W +1-80 HAD U-791 +1-]].2 +1-75.1 H734 H-722 39 H.83 H{0 +660 H-80 +/-W +/-]81 H-752 +1425 H.70.3 I.ms +1-863 41 +1.80 H-80 H-80 H-]9.8 H-]]2 +/d43 H-]13 H-6].9 +I45.1 +1-63.4 H-516 c 43 H-80 H-00 +IdO +/-7.4 Hd4.3 +1-713 H-68.2 +ASCIF +IE1.6 H-598 +656.2 F 45 +AW HA9 +I-76.9 NASA ♦1.121 +A669 N65S .I422 ♦A591 H.51.5 3 47 +I.80 +LW -An.2 H-73Z N-001 +A666 H.W.S +I.60a +1.5].] F 49 +IAO +I-79.3 +1-75.6 N41.9 +IA8.3 +/-64.9 H-61.5 +I-562 y 51 +I-W .1-]].5 +l-76.1 +1-703 +1-66.1 +1-0.1 H-9.7 +IA5.6 H.72A +1.68.0 +155.1 41.81.5 q 55 +I47.4 +I-]3. . H-T,.S +467A +/-055 Y 57 H-]58 +/-R H-fi8.6 W85.3 59 +1.i4.2 +/-]0.3 +/-68.8 61 +I-02] H-E8.] +/4i5 63 H-]12 .1ol 85 +/A9.] +I-65S 6 HEBd 684I0 +IAI 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUALLED WINDOWS, SUBTRACT 1' FROM THETIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE3'. Window Design Pressure (+/-, psq for Glass Type 3 Liina Side, TD bTl In 68-718 73 A 61 85 89 93 97 101 105 110112 31 +TAB +1-00 H-09 +AW H-W +1-0] Hd0 +1.80 +/-80 +/460 N-50 33 +AW +/40 +/40 .1.0 +/-BO +14!0 HAO +1-80 H-W +/.80 .I40 35 0.80 KW .1.80 +1.9D HAD +A00 .HAD .1-80 +1-W +/-W HAD 31 .1A0 +1-80 +1.80 HAO ./AD +140 +141 .1-W ./-80 +/-W HAO 39 +bW +AW .AW H.W +A80 w1.80 .IAO +I-W +1.79.4 +I-79.4 H-74.3 41 +AW +/.an .AW +TAB NA0 0-80 HEO +/-M.] +/-73.5 +Id0.9 .1.69 0 43 +1-80 ./.W +A80 +1-90 +1-80 +-So .l-]] +/93.1 .1-69.6 H-N.9 HA52 F 45 +/-W +/-W +1.60 +/AB +1-80 .la]B .I-74.1 +/-70a .JETS +I439 9 47 .1-80 ./-W +1.80 H-W H-792 Hd54 H-]i.] +1-6B.1 +165.1 F 49 .I-W +l-W H-So +l-W +/-]].2 ./.]53 H-69.5 +A65a H-W +l-W +/-So H-094 +/-7S3 H-7I3 H-615 w51 W H-80 +I-00 +1E0 +1-T7 H-73B +/E95 y 65 HAD +AW H-79.6 H-76 +/-71.0 Y 57 +1-so +l-W ./-77.5 +/.73.8 59 H40 +/-79.4 .1+754 61 -1.80 +I.".6 +IMB W +IAO +1-158 65 +I-70.8 +I-74 IS +1.n.2 86710 +I-74A 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION, 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16'LAWNATED GLASS STACK STRENGTHENEDGIASS A11 51B" I~ LONG SIDE GIABS ITS T 1 SHORT SIDE a 20 13 GLASS TYPE 1 I— LONG LONG SIDE SHORT SIOE L TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-SS STA& ]I16'LAMINATED OM G1A55 STACK �I I� ,y GLASS STALK P L1fi"HEAT 3118"TEMPERED GLASS STRENGTHENED GLASS ]II6"AIR SPACE Wl5"ANNEALED GLASS .090"PVB SHORT I_ 11 INTERLAYER S1DE I` 5 am GLASS BITE iJ y LONG F SIDE EXTERIOR a ,s. 21 13 1 GLASS TYPE 3 -_I SHORT _I SIDE m O > 0 Ov :p m IS n W ' Oro W Z y9 d Z Z O e U LU woiV U U d o a O F W p i 'aN 0 4=.9 O ZO^pl O N g J 1 SO O N ¢ '8, N W hays ® 3 y Z O m UL! Z Q Z o�oa5 o ?i u ¢ 0 w W Z 0 X W LL O d `111\1111111111 1 , \� 00 1,LCENSN4f,��P 6 ' � �, NI `1 fib/ 0 ST TEgF .]•/loc '��"7,&y0NAL 0 N" hll II1100 A. LYNN MILLER. P E. 41-- &. oc Window Design Pressure (+/., psf) for Glass Types 2 &4 L Side Ti WT in Be V8 73 71 B1 86 89 93 L97 I 101 IDS 110112 1 113 1 117 121 1 125 1 129 133 13T 141 145 31 +/-80 H 80 +1.80 N-80 +/-60 +I -BD +I-90 +/-80 1 +1.80 +1-W +LBO N-BD ♦I-80 4-50 +1-80 +1-60 +1-80 +/-60 H480 +1.00 33 +/-BO H-80 +1-80 -1Lw +f-w +I-80 +l-8D +1.30 +1.80 +1.80 0-00 +180 0.60 +/AD +1-BD +LBD H-80 +1.80 +LBO +1.80 35 +/-80 +/-80 +IAD +I.9D 0.80 +1-80 +I.80 H-80 +/-80 +1.80 +I1 +1-80 +1.80 +/a +I-60 H�D +I-80 37 H-80 +6SD +140 +I.80 +1.80 +LBO +/40 ♦1.80 +/-80 H-m +LBD +/so H-80 H.80 0-80 +IAD 39 +/-80 0-80 +1410 +1-80 +/-60 +I-W .140 +1-80 +1-80 +I.90 +11 H-80 H-80 H4'0 +/-80 H.80 +1410 +l-W +480 +1-80 H40 +/-80 +I.80 +1.80 +LBD +/-80 - 43 H.80 +1-80 +1410 H-80 +1.80 +1-60 +I-80 +F80 +1-80 +A90 +1.0 F H-80 +LBD +/AD 4-80 +/-80 +/-80 +/-BO 0.80 +1-80 0-80 47 H.BO +/-0D +1-80 H-80 H-80 +1.80 +1-00 H-80 +I -SD 49 H-e0 +I -BD 4.80 +/-m +/-80 a1.80 +/-80 +/-60 51 +1-60 +1-80 +I.80 H-80 +/-80 +480 +I-80 - S3 +l-w N-80 +/-80 +I-60 1 +/.80 Hd9A 55 +LBO +1-80 +1-W H-80 +4788 5] +/.60 aA80 H-w +l-79A HAO 61 H-W H.60 +/-V9.3 63 H-W +I.80 fi5 +1-00 +/-80 fi8-]IB +LBO 1)TIP-TO-TIPUIMENSION55MUV tUH IN I tQHAL YIN ANULUUALLLUWINUUWJ,JUGHwVI 1"1-nVm Int I✓-Iu- ury ulMtNaIUN IN I ne IAvm IUumI 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXTAVAIIASLE SHORT OR LONG DIMENSION, 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 3116' HEAT EXTERIOR a 1-1/16"NOM. GLASS STACK GLASS GLASS S INATED STACK ----"-IMERLAYER-_-..__._____-----STRENGTHENED GLASS US - GLASS SITE GLASS TYPE 2 EXTERIOR a wr GLASS BUIE GLASS TYPE 4 TABLE DIMENSIONS MAYBE r ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN: LONG SIDE LONG SIDE SHORT 1 SIDE SHORT SIDE �l SIDE F� LONG SIDE SHORT SIDE. L I LONG SIDE 1 SHORT _ SIDE I- NO CHANGES THIS SHEET 4 m -y, ❑ M p a O O o In p a -In m n In uIn n O J C, LL . Z B •.0 ❑ Z Ud o UC W ❑_ FZ O �i ¢' ❑ 'nN `JMII W .� o oZ 0 Z I, 3 J ¢ a H o m Ie+vs e n W Z W K Y O 10 F ❑ W Z z O Z � areas o D Z Qo W e�e O X w S IL ❑ 0 apy 'osaD saua5 LYNIV41 � * , ND. 58705 S T OF i^ �OV^P/ORIOP...Ce�,� A. TABLES Wind. Design Pressure W , pef) for Guee Type 5 lq SM, II bll In BP]R ]3 ]] 81 85 80 W 9 1-1 106 10B 1161/3 37 •+9WA 9 +9N-1Il5 .1.1 •Bb-1120 •OW4118 +9N.1155 +W1.11]5 •6W.111 r9N.10B.5 •9w-97.7 +9W.1W.s •9al.i r6W.ICG.S 3B BNA250 +9w.1R8,1 •9W-I.1a +W 112.8 +WA11 r9b.10]5 +91.10.5 +WI-101.) •BW w.91.] r98/-96.1 a r+/... r9+ •BM_ --1139 +NV-1195 •9P'n0).3 •W-1052 +W-1W •BN-n2 +9w-9T8 •+,.Be • aB.a •LaB BB H.BOA H-BB 85 q +Bd-1fU ", +0-10I5 +W-tOB.S •W-I W] +96'.88.6 •ed-953 •80/-92 +/-89. +LBS.B 488 •LB1.1 •LBOA +LBO] +W-1017 +W-10x.5 +W-Bla +WAT.1 +W-M.B ..all •1.,3 .1.84. +l.]D] +/-]].8 +Ia8.1 •1.759 -3 4] +W4044 •W-92A +W-951 -BI +W-91A •1.81.5 •1.816 +161 N4B.B H907 0-74 7 4427 11-72 -- 4B F 51 +W-101.1 •W�W.1 +W-W +W.94.1 SV.. We-Wt •W-Bea +1-902 +mas J 7 +,-us +/W HA!2 4.70.1 +I-m5 +/-78.3 +/.M.f +l-A6 Hd99 +1113 +/df.] H-008 •1496 44&56 H4699 +Id99 8 53 +W..3 +W-91.1 •461.4 •"a. -An3 +/.90 +1-W •/.74.1 .1111 HdB] HEB.B 1. ..e 59 +W-92.6 +/-092 •&BAB U429 H-BIA +/d01 •1-74.9 .111. +L89,1 H454 WB31 +/81a +IA12 9 59 +/-Beep +1d..1 +1-a53 +/d2.8 rFal. 4.797 •I.BB +478A +/-'/9 +/-Me •146.2 444 HJ3 H.71.1 +F698 .1AT. N-W.9 Iss. H-01.1 HA32 1B1.0 r,.Be s NA0.1 al +I-64.5 +/.W.9 4.17 6 HdBx •1-04.8 N-01., H.69 +165.9 N-B2.B .408 B] +1425 +I-789 4-746 +F]02 +1-714 +Id54 4-068 ."G +/.",a 05 1 4207 1 11.77 +/AAB 4.729 •/q04 •/.07,3 •L844 W +/-]B H-]59 +1417 •4]02 11-04 N-65x •/-82A 607re •L 73 .L]ae .LN 4d5s 4de.e +r-09a .I-0u IT +]-np 4-]Bz 4<e.s .rae 4az9 4-aos IT •I-70 +I.69.5 •I.WS •Id1.9 ]8S4 •F8B! 4a4.e .I61.B +I{O.p 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHOW CR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 6: Window Design Preecum )4F, paD for Base Type ) S. 0&718 73 P 781 BI I W 1 08 es W 1 101 1 105 103 111"in M •901-133 +901-130 +W-130 +W-150 •9b-130 +90.13) +901-I30 +W-130 +W-13D rW.190 +W-130 +90-I30 +W-130 3] W.I. +W.Im +W-iw +W-IM +901430 fmI +W.130 +W.im +W-13D 4W�1m •W.190 ..'se •W-190 Be +0.1. +W-130 W-I. •W-1]0 +a... ..In) ..'aa +.I. •W-1]0 +W.1]0 •W-130 .WIN +W.I. W •9D/-Im +9w-1N •W-Im •W-130 .W-I30 .W.Iw +Wn2a3 •W.125..9a-I226 .W.1W1 •W-1151 +W-nal •W.tt8.1 39 •W-IN +W-IN 19W-InI4 .W.IZ].5 .W-1254 IBII .W-110A 1001-0149 4901-1125 .WAISA .ew.'Na .WAOSO .W-1W9 41 +W-IN +90F.128.3 4=4212 +90e.1189 +9W4164 +W.1136 +W.I105 +WI +W.1N.B +W.I01.] .WI-9B4 +W-93.] +W'9T.l 43 490m111.4 4W-10.5 +901-1.2 +W-ip5 . .91VA38 .901-92 .W-saa .W-W.5 4a +W-I2z.9 4WS158 'OW IIIA .W-1m.] +9w-I0].3 41101-10. +WAa7 ...a +9D1-021 +W/d0.1 H47'a .m-MA .W65.1 47 +W-118 .901Al2.7 .B01.1ael +W.1R.1 +9N.ID36 .W-W.B +901-99.4 +01.91.5 11.89.1 +14007 +Bwd44 2 49 +Wn14r2 +W.1m0 +901nw.9 +mAm) +9w.1e3 +W.9s.a sW-el.e ada.T +/.m +8(1-sees +Bomar +LTe] •late y 51 490141069 +W.1063 +9w.IOIa ISS496 +tZBO9 +001-92.7 +l-ev +Ia5.2 .ew892 .em-eos .1-77 9 1u54 a-74e 05 53 +W.10I7 +W-102.9 +9W49] +WWT +01-94 1 .WGWA +147 +Bbd37 +WdOa '-no? 1.74.9 H423 HA14 Be +W-104.5 +W-Bees +W.95] +WJ92 +W.O1B +140.3 W. A +Bb-01.9 ./.tal +I.75.1 .l-T3.2 HS9a HdB.I 5T .W.I.I.a +W�954 +901-925 ..n H-99.] .W-W.1 +BI .}]aB -14a. +Ia25 NEBB .I-0T9 59 ..as$ .W43.5 N-W .19e.5 +.". .80436 •3Wd0.3 W]8.] +/-]3,] 4.]0] °Le92 01 .W.95.e .W.91.] H83.T +WN3 H4+4 H..17410 4/dB.T W ..W.92.2 61 .+.=-=W. 741-4n6a..1 .././S-TaIe W 91A +LW •WdW.81R 4W-8I s ,_:IS$ 4 /.T3 .1.11T L1JT-M2006 ea LBL +ee-B].z +"'A .1.n4 .v53 491. a -see T3 .ew e3z +'.' .l.,g IB2 +111 4da.4 n .1.]Oe 4a5I +lat4 +/-0n9 ]ea4 .Ln4 .ra32 4da.e 4r-0ee 1)TIP-TO-TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT I- MOM THE TIP-T TIP DMENSION IN WE TABLETO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUNDUP TOME NEKTAVAILABLE SHORT OR LONG DIMENSION. 33 FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW S¢E INWSTABLEABOVE WHICH THEOVERALL DIMENSIONS COMPLETELYFRWITHIN. /1GLASS STACK GLASS STACK 4 t1 SIB' GLASS BITE)SHOR �- LONG SIDE EXTERIOR z0 t3 FE2:��l GLASS TYPE LONG SIDE SHORT SIDE L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-111W NOM. GLASS STACK ED1GLASS STACK6' TEMPERED GfAS$ VIVANNEALEDGLASS L16°ANNEALED GLA55 711TAIR SPACE 090' SG INTERLAYER SHORT _ SIDE 5 . S S GVSB E 12 � LONG SIDE EXTERIOR a s] 21 13 1 GLASS TYPE 7 SHORT _ SIDE u m y ❑ > o < N L,N zg ow �� On Q' N u¢ OZ U, LL$ C e p `2 a 006 o. W O o Z ZO m o v u N gO J Q Q Q ® m m Z W K Iaa � 3 ❑ On y Q N G, Z aoas o Z r$ LL o w In Z V W X W LL ❑ R ``33NY LYNN I,,% * No.58705 'Y 1 Off•. SMT�OF- ,: L(,, Window Design Pressure (+!-, par) for Glass Types 6 & 8 Long Side. Tp to Tip In 687I8 73 T] T&14 81 85 89 93 97 101 109 110-112 113 117 121 125 In 13] 145 31 +W-130 +W-130 +9-130 +W-130 .90 +M-130 +d-130 +9D1-130 +9d-130 +901-130 +9d-03D +9d-DO +IN-130 +9b-130 +9d-oD +W-130 +d-130 W-130 W-130 33 +9W-130 +W-130 +W-13D -W-IN -91 +91 +901-130 R11-130 +9W-130 W.130 +9d-130 +901-130 W.130 +90I.130 +9WA3D +M-130 +W-130 +d-130 +9d-030 35 +W-130 +W-130 +9d-130 +W-13 +900 +W-130 +901-130 +90 M.130 +901.130 SW-13D +9N-130 +901d30 +91 +9d-130 +9W-03D -0-13D +d-11D +80ID 37 +9W-130 +W-130 +9N-130 21( +9W-130 +0-130 +91 +W-130 +9d-130 +0-iM +9d-13D +9d-130 +d-130 +d-130 PW.130 +901-130 +BW .11I +BdMO 39 +91 +9W-030 W-lM +W-130 +W-130 +91-130 +W-13 +9W-130 +W.130 +91 +91 +9Wd30 +0-130 +D-130 +d-130 +SVAID +d-110 +d-110 +W-110 41 +901.130 +sCI-IM +9W-130 +W-130 +M.130 +9W-10 +9W-13 +V-130 +9W-130 +W-130 +9W-130 +0-130 +0-130 +81 +ed-110 +8W-010 +8W-110 +SW-110 +8W-110 43 +100 ♦901-IM +0-130 +900 +9W-130 +W-130 +9W-130 +%1.130 +d-130 +901-130 +9d-130 +9W-130 +W.110 BY-110 +Bd-110 +SY-nD +8W-010 +8d-110 +Bd-110 45 +W.130 +W-130 +W-030 W_130 -M-130 +W.130 +W.130 +W-130 +0-130 +SW-110 +8d-010 +0-110 +W-110 +Bd-110 +81 +W-110 +80/410 47 W-13D +9W-0 +W-130 -903 +W-130 +901d30 +W-130 +9-130 +W-130 +9W-IM +BW-110 +9d-110 +6W-010 +0-110 +8d-tID +8W-tl0 W-110 c_ 49 +W-130 +9W40 +W-130 +W-10 +W.130 +901-In +WAn +9W-13 .0430 +W-110 +8W-110 W-110 +W1.110 +0410 +Bd-110 010/-110 51 +W-13D H)V-130 +9W-130 +W-130 +W-130 +9W-0 +W/430 894/-128. +8d-110 +601-110 +BW-010 M-110 -Mi-110 -M-110 +BW-110 = 53 +W-130 +9W430 +9W.130 M-lM +W.130 +901-130 .J+W-130 +8881-128.1 +8W-110 +81 +801-110 +BU-110 16W-110 +8W-110 W.110 55 +W-13D +9W-130 +W-130 +9W-130 +9W 88.81-123,1 B-110 +BW-110 SW.110 +W-110 +d-110 .801-10 BW-110 _ 5] 11390 -130 901 ++8B9W M-1-01209 DD ++9BWO1d-11100 +8W-if0 5691 +++99dWW-- +90VA30,Y-d1 2390 1 ++8B0O1/- wg I, +9W-13 8d-it0 +eW-110 +8W-4111f1000 +++6BBWOI--1111000 +++M8BWW---111111000 +++SBBWWd-9-1I11f000 +++88Wd91---111111D 63 +9W-130 -110 W.110 +8d-110 +601-110 W-110 +8W-110 65 +W-130 +W-130 W-110 M-110 +W.110 50 W-110 67 +W.130 +BW-110 W-110 3+8W-11D+W-110 +8W-010 +81-110 .801.110 6&]IB +9W +8W-110 W-110 +8Wd10 +W-110 -NIA10 73 +M-110 +8d-n0 W-10 +BW-110 +W-110 ]] +6W-110 +8W-110 W-SW 7&W4 +WI-110 +8W 110 W 1) nr-i u-i,r u,MenJNnJ anuwn. wn iry eunNl nn Nnu CwAL LeU wiNwwa, bUU in UI T rnum I nL 1I1-1 u-nr UIMCnJIUN IN Ine wul.e ILot I e 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAIIABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMWLLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FN WITHIN. 1-1116-NOM. 6'L ]116"LAMINATED I� GLASS STACK TI1AMINATED GLASS STACK 1 GIASS STACK 090"SG INTERIAYER VIS' EMPEREOGIASS W18'HFAT STRENGTHENED GLASS W16-HEAT 311fi" HEAT STRENGTHENED GLASS 3116- HEAT STRENGTHENED GIASS — STRENGTHENED GLASS ]I16"AIR SPACE .090-SGINTERIAYER EXTERIOR a GLASS TYPE 6 GLASS BITE EXTERIOR a 518' GLASS SITE GLASS TYPE 8 TABLE DIMENSIONS TKYBE ORIENTED VERTICALLYOR HORIZONTALLY AS SHOWN. LONG SIDE Imo— LONG SIDE SHORT1 SIOE I_ I SHORT SIDE -�- F-- LONG SIDE SHORT SIDE L F=7 LONG SIDE 1 SHORT —I 810E JR-03/16118-UPDATED .. VALUES AND SIZES. W n y O > - a on .ae NG `a so °lop (7 N D N CIA ;8 UJ O o ua LL 0 n4 Z UJ e umop = W I U UUd 0� w 0 FW- Z a �'a , 0 -on OMp Z U O y gDo J ¢ Q 0 N 1 =LS 0 ud Z W p h O 00 Z Q Z I, 0. aoa5 N 0 Z W E O X W S IL O 6 ae!1 'asap v ua5 0,AY LYNA, * ; No.58165 *' SAT OF (tu`': A a WOOD BUCKSTRIP EDGE ORFRAMINI :�j DISTANCE NOTE2,THISSHEET INSTALLATION TYPE A WINDOW EXTERIOR BUCK HEIGHT TP-TO-TP WINDOW HEIGHT VISIBLE LIGHT HEIGHT - WINDOW BUCK HEIGHf- 2-W4• :DMENr L B, THIS SHEET EMBEDMENT T EDGE T nISTAMr..F i LLL URAL •• •• it-]IB' CONCRETEICMU PERANCHOR REQUIREMENT INSTALLATION INSTALLATION TYPE C TYPE B — EMBEDMENT L� 114'MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEOMENTAND EDGE DISTANCE PER SUBSTRATE �\ SEE TABLE B. THIS SHEET INSTALLATION METHOD D I/4• MAX. SHIM (/ 4PS.THISSHEU E SELF-DRILUNG S),SEETABLE MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES TABLE B,THIS SHEET EXTERIOR \ NSIBLE LIGHT WIDTH = WINDOW BULK WIDTH- 2-WO" WINDOW BUCK WIDTH TIP -TO -TIP WINDOW WIDTH HORIZONTAL SECTION A -A EMBEDMENT �E DISTANCE CONCRETEICMU PERANCHOR REQUIREMENT Nrlwr SubstraM M0Ed00 Dmfal MR FirEMMnlenl M QC. 012.41441OSS Scnw - WIT 1- w 1T AMnmm fiD6'i-15m y8' 0GO.• IT WB' 0.063" 1T SMe — G 33 Mn. IT 0045 18 Ga 1T 813cr B14Sa Su (G5) 5oi0Wn Pine SG0.55 0/16' 1-WB' 1T AJVMnum 636ST5 awn. ASS SI l WT Nr o.l6 - 0.063'• IT IT SIW. Gr. 331nn SITxl-wr 410 BB CreteF U r 2-1I2" Concr0le min.3. i" 1/4'SBDI Utracon Concrete min.1 1' Cmcre n. BS kei 2-1/Z' M round CMU AS - 2412'WIWSLL IUo-acon Concmb Inn. 3.5Id 1-1/4'CMU ASTMC9W 2-ITS ' IX USE Jt�tRGROG I-114' MA%BMIM •UNGRO VALUESBE CMU' VALUES MAY BE USED FOR GROUTED CMUAPPLICATONS. E) TY ALL MEAD TYPEB APPLICABLE 1X WOOD BUCKSTRIP. INSTALLATION NOTES: SEE NOTE 2, THIS SHEET 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEOMENTAND EDGE DISTANCE LIMITS CONCRETE PER ANCHOR 2. WOOD BUCKS DEPICTED ON THIS SHEET AS-1r. ARE BUCKS WHOSE TOTAL REQUIREMENT THICKNESS IS LESS THAN I-12'. 1X WOOD BUCKS me OPTIONAL IF UNIT CAN V BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS • -M' ARE 1.1 n"THICK OR GREATER: INSTALLATION TO THE SUBSTRATE OF EDGE WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY INSTALLATION TYP. ANCHOR TYPE, EMBEDMENT AUTHORITY HAVING JURISDICTION. DISTANCE TYPE B AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE S. THIS SHEET 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF VERTICAL SECTION B-B SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME, 4. IF APPLICABLE LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM Mabdel Mn. Fr MI F� SMN Sore. B3 kW I 1201a1 410Scmw SO flow Elm UtraC IIGi 155 W 177 W 410SSEIm Cm10PIBK!) 121.4W 1SS.7W 6063.15AIMNnum 1BW 2 W A30 Skel MIMI 5B IMI Gr. 33 SWO Sod 33w 45 kW u w M y ❑ ❑ N >n o +tmO W Q 7 N z p o N N Y n Z LL Z 8 b N J aop Sw UUo o� a0 FZQ w� O ZO o Z ovya o o g o J Z O D ®m Z Z 5 Iaaus O J k¢- f Z 6 Z °Q D sZ s W O w ❑ X � 5 � LL LL 0 alVt "asa0 saua5 rEDGE DISTANCE NOTE 2, THIS SHEET INSTALLATION TYPE E EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGH HEIGHT= WINDOW BUCK HEIGHT- 2-1,I e TYP. ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSIRkI SEE TABLE 9. THIS SHEET EMBEDMENT J_ EDGE DISTANCE T1/4"MAX -� INSTALLATION TYPE G EMBEDMENT yl I� 114-MM SHIM FALL CTURAL �11-T/B' CONCRETE'1CMU I PER ANCHOR IF^ — REQUIREMENT INSTALLATION TYPE H w MAX, SHIM 9 T EXTERIOR STEEL SELF -DRILLING a SMS(G5).SEETABLE S. THIS SHEET MAMI-DAOEAPPROVEDMULUON (SEE SEPERATE NON). ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9.THIS SHEET FEW TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET -Z v EXTERIOR \ ID ER 11 VISIBLELIGH WIDTH= WINDOWBUCKWIDTH-2d1 WI11DO1'1911KYAOTH HORIZONTAL SECTION C-C INSTALLATION TYPE IF EMBEDMENT EDGE DISTANCE CONCRETEICMU PERANCHOR REQUIREMENT Anchor Seovie Mn. E4'e DI.U.Soing Min. Enbe�rent Max O.C. 012ar CI441OSSSCrew SoMem Pine BG=0.55 WIT 1-ww IT AMnn 606GT5 mA xr QOGi"• 1T ASS Steel 3IB° 0RD— 1T Ta,l SW G inn SIB' 0.D4S 180a ° 1T N12or*14Steel Screw(G5) SOUhem Pina SG=0.55 WIT 1-0T 1T A1Mnnem 60637E Y. ASS SMe1 SIT SIB" 0.063° OGBT'• 1T IT Ste I lul G, 33 'n SIT 0.04E 10Ga' 1r 1/4.410SSCreteFUx CMU, (ASTM G-W 2-IZ 1-1/P 1T Cooc.9 inn. 3.0E ksi) 1' 1-wv 1T 114°Steel Macon Conaeb mn. 2.B5 ksi 1' 1-Y4' 1T ConcreM rNn. 2.8E ks1 SI/r' un ra�rea cMu ASIM z-1rr' 1-Ma' 5 1r' Ww Steel Ultracon ConSreb tT GOPl94 U .IASTM C.1-w 2-12" 1-Y4' 1T "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. r INSTALLATION NOTES' 1X WOOD BUCKSTUP, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND SEE NOTE 2, THIS SHEET EDGE DISTANCE LIM". • 2. WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSE TOTAL • CONCRETEPER THICKNESSISLESSTHAN I-11r. 1X WOOD BUCKSARE OPTIONAL IF UNITCAN EMBEDMENT ANCHOR BE INSTALLED DIRECTLY TO SCUD CONCRETE. WOODBUCKSDEPICTEDAS • - REQUIREMENT IX-AREI-IXICKORGREATER.INSTALU ONTOTIESUBSTRATEOF • WOOD BUCKS TO BE ENGINEERED BY OTHERS ORASAPPROVED BY ' AUTHORITY HAVING JURISDICTION. INSTALLATION EDGE TYPEF DISTANCE —� TYP.° TYPE. EMBEDMENT 3. THE STRUCTURAL MEMBER SHALL BE OF BE E AND EDGE DISTANCEPEft AND EDGED TO VIDE FMENTTOMETAL TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. SUBSTMTE, SEETABLE e, THIS SHEET V ERTICAL SECTION D-D 4. ICABLE. LOWER DESIGN FROM EITHER WINDOW OR MULLION MULLION NOAAPPLIEB TO WHOLE SYSTEM. SYSTEM. Mabrial Min. Fr I Ma Fe Steel Screw 92 kal 120 kei 41D Screw 90 k,i 110 kei EkDtltlaca 155la1 to ksi 410 SS Elea Crel9FlegP 127.4 km 189.7 w 8083TSNNmn11m 16 Mi 22 ksi A36 Ste! 35 l¢i 5B kai LA. W Steel SWtl 33l¢i 45 kei NO CHANGES THIS SHEET. O W Y o E < w O ON z OLLoo y K n Do im z xB aup r = o p W H. Z V is ED AY omD O o r>e Z � Z m o O g Z o r Z O Z ¢ Z 7 In 0 Wo O X ¢ O cnc 5 ILL W 1 all1 ':sa0 saua5 _ * : No. M705 * _ A. LYNN MILLER, P.E. PEo 5SMS 1 FIN FRAMES ARE ONLY TO BE USED TYP.ANCHORTYPE, MMAODBUCKSTRIP INSTALLATION WITH GLASS TYPES I-0(PVe INSTALLATION EMCE ---�I EMBEDMENT ORFRAMING,SEE TYPE NOT TO TYPEK USEDERI ER PER DISTANCE PER SUBSTRATE, I SEETABLE ID, THIS SHEET NOTE 2, 1HI5 SHEET EDGE DISTANCE il4°MAX IE GNIIASS TYbK),PES EDGE DISTANCE --�{ EDGE SHIM INSTALLATION DISTANCE 2R=BG.`SEE P U WOOD BUCKSTRIP TYPEI OR FRAMING, SEEUMT ORFRAMING,SEE NOTE 2, THIS SHEET NOTE 2, THIS SHEET PRODUGTREVISFD mwmgyi�nul Ov Fyniy TYPE, EMBEDMENT AND EDGE EOGEE e�lm�a c04� A.pP.. N01 Ey!neM1 Dnc� TABDISTALE 10, THIS SHECEPERSUBSET UTERIOR a BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- 23/a• INSTALLATION VISIBLE AIIT�r NDOWBUCKWDTHHTWDT 2= —I TYPE L WINDOW BUCK WIDTH EXTERIORIle MAx. HORIZONTAL SECTION E-E i SHIM -SMS(GSLSEETABLE 10. THI55HEET MIAMI OADEAPPROVED MU WON (SEE SEPERATE NOA), ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10.THIS SHEET ZK WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET — —1111' MAX SHIM INSTALLATION TYPE O EDGE DISTANCE TYP.ANCH NT)PE,EMBEOMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEETABLE 10, THIS SHEET VERTICAL SECTION F-F UTEEjRIO V R EMBEDMENT NO CHANGES THIS SHEET. e z Anchor Substrate Min. Edge Distance Max . O.C. S acin 2-1/T x.113' BOx Nail SDu m Pine SG-0.55 2-117 x.131' GDnxron Nail Southern Pine SG=0.55 318° 5° 2.1/2'x.145-RDOfn Nail SDuthem Pine SG=0.55 ww S' #10 x T' Steel Screw(G5)° SDuthem Pine SG=0.55 112" 5' 0.093" Aluninu 6063-T51Nn. 5116, I S. 1F76'A36 Steel 5/16, 5' 0.045° 18 Ga Steel Stud Gr. 33 5/16' S" INSTALLATION NOTES 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, 2. FOR ATTACHMEWTO METAL: THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME 3. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. WWII Mr. FxftMki— Sbel Screw 92 ks1g 6063T5 Almimm 16W A36Seal SSkslGr. 33 Ste S6d Mkg ,F, > N A L ^o o Eo v ale0 m Q L�N I Q R N (N 0 O w O YN 0, zLL �_ Z 7 B " Q o� OUd a O FW- 2 a Fi'a ory n W 0 2 p D LL O � Q ®g yzevs z z ° 5 Z Q O Z J F i10 3 Q D° w X Z ILL li R .ryp! asap za!n5 J�2��:: 'VICENSE '• �(((,P �S ND. 55705 ,TONAL 1-�0 I... MOO' A. LYNN MILLER, P.E. PE0SMS EDGE DISTANCE 2x WOOD BUCKSTRIP ORFRAMIT NOTE 2, THIS SHEET INSTALLATION TYPE M I EXTERIOR a WNDOW BUCK HEIGHT VISIBLE LIGHT EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET + ENT -11M'MAX SHIM USED FOR ALL SIDES OF EDGE ARCHITECTURAL DISTANCE SHAPES @ 11-718- D.C. MAX. INSTALLATION TYPE M EMBEDMENT ;ng� �1I4"MA%SHIM MOD BUCKSTRIP FIN FRAMES ARE ONLY TO BE USED WTIH GLASS TYPES 1<(PVB IMERLAYERI.NDT TO BE USED WITH INSTALLATION GLASS TYPE55-B. (SG INTERIAYER). TYPE IX MOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE SEE TABLE 11, THIS SHEET INSTALLATION TYPE o „ VISIBLE UGHT WIDTH= IXTERIOR 1I4" I - 4YNDOW BWBUCKIVIDTH 4' (� �' WINDOW BUCK WIDTH r SHIM HORIZONTAL SECTION G-G BUCK 11, THIS SHEF EIGHT- 2-3M" MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET -- 21 INSTALLATION TYPE N T CONCRETEMMU PERANCHOR EDGE REQUIREMENT DISTANCE EMBEDMENT IIIII I ,• J EDGE vllJlll llI ,{I DISTANCE CONCRETEICMU PEUIREMER REQUIREMEM MEE1RIIOR V Anchor Substrate Mm Distance NJn. Fi18e11ment Max O.C. soncim #12 or #14 410 SS Sam Southern Pine SG=0.55 9116, 1-3/8' 6.2" Aluminu 6063-T5 nlin. 318" Boar • 6.2" A36 Steel 318" OOSY' 6.2" Steel S,utl Gr, 33 'n. wir, O04S 18 Geta 6.2" #12 or 414 Steel Scrim(G5) Soulhem Pine SG=0.5 8/16° 1-318' 6.2• Aluminum 6063-T5 min. 3/6" BOW 6.2" A36 Steel 3/8" 0.063'.• 6.2" Steel Stud Gr. 33 Mn. 318" 0.045(18 Gal• 6.r 1/4° 410 SS CreleFlex routed CMU ASTM C-90 2-1/r 1-0/4° 11.6• Corcrele min. 3.35 L31 1" 1-314' 1/9"Steel lAtracon Concrete min. 2.85 ksi 1" 1-3/4' 11.6' Concrete min. 2.85 ksi 11.6" routed CMU ASTM G90 2-0/r 1-1/4° 11.8" 916°$,EeJ lllhaan Concrete min. 3.5 ks i-1/4' 1-314° 11.6° Gr CMU AS1M G90 2-17 1.314" 1 11.6• r114-MMSHIM 11K W0Do BUCKSTRIP, 'MIN. OF 3 THREADS BEYONDTHE METAL SUBSTRATE. SEE NOTE 2, THIS SHEET 'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. INSTALLATION NDTES: . 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. , 2. WOOD BUCKS DEPICTED ON THIS SHEET AS 9x', ARE SUCKS WHOSE TOTALTHICKNESS IS LESS THAN 1-12'. 1X WOOD ' BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS RS"ARE 1-12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHONITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORTTOTHE WINDOW FRAME VERTICAL SECTION H-H 4. IFAPPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. Mftrol Mn F Mn F. S9 SErtw mw USE, 4w screw 5p b1 110 xv Eko Uft 4nO 155 Ay 1)lY' 41oss Ekocre . m.4Ysl 1107Ml 6063TS AtEnmm 18w mx A38sbA Em se la Gr. a]smmse.l 33w uw NO CHANGES THIS SHEET. w ? M > O Eo P 0 N W alo0 0 a O 0 D J 0LL yN u. OUd os O rZv ia' o Ce �Z o z O g o m z ®s z z' 5 Z O 0 z < Z < va5 o K U w x Tee Z - z N u LL a ryll 'asap EaVaS `o LYN/Vll'' I No. 58705 °'nnnn4l` I A LYNN MILLER, P,E. P.El5BT05 ABLE 12: Item a PGTPad# Description Materiel 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7/16" Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Cagier Alum. 6063-T5 6b 4224 Installation Fastener CoVerfor Cures Rigid PVC 8 4267 7116' Lamm. Glass Beading for Cures Alum. 6063-T5 9 4269 LG, Beading for Cures Alum. 8063-T5 10 70589C ]Gasket (at 90"oomer joints) Polyethylene 11 TP247/e Vinyl Bulb WeatherstrQ Flex PVC, Duro. 65+/-1 12 61308K jFcam Beading Tape 13 Dow 791, 899. IDES or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3116" x 7/16" x 4" Neoprene, Duro. 85+/-1 21 71704AK Setting Block, I.G. 3116" x 1J13Z' x 4" Neoprene, Duro. 85+/-1 29 76X114FP 06 x 1-1/4" FH SMS (Cured Beading) Stainless Steel 30 781PDX H8 x 1" Quad PH SMS (Assembly) Stainless Steel 75 Kommeding Kodispace 4SG TPS See this Sheet for Materials 76 Quanex Super Spacer nXf 77 Quanex Dumseai Spacer 78 Cardinal XL Edge Spacer ASSEMBLY DETAILS FOR FLANGE 8 EQUAL -LEG FRAMES r 0. 1.3)5" 1 .074• „ �- � .DIV 1.3]5" 1F.97Imo_2.)64 2.]ea 2.7M 094" -+11— YI 8]5"q 1 .438" T .600" .438' T 50D' 436• 000" Sao. r�� .ow"'°. } ra5w-- {r..050•�^.^ 1.125" A]]' O FLANGE FRAME O2 EQUAL -LEG FRAME II I � OFIN FRAME [[97 0- L — 1 II���LRRRy�- .346" ��11 J_:: � .9�70"-{I�f..— g46" .6I5" .875"" R tmT' .875- V .8.J775.' 05U0" T r-- .050" .050I. -I- .0550" TIYI IUII— .050" @GLASS BEADING OINSTALLATION 7/16' LAMI LG, GLASS BEAOING GLASS 6a FASTENER COVER OF RSCS CURVES OFOR CURVES SILICONE HOT -MELT BUTYL STRUCTURAL POLYISO- 114'IN 3I16" BUTYLENE WITH STRUCTLRAL DESICCANT SILICONE FOAM WITH EXT. GLASS OESCCANT EXT. CLASS WT. GLASS INT. GIA KODISPACE SUPER SPACER' ]6 4SGTPS ]6 NXT Ta ANGLEDICURVED FMMEASSEMBLY SO -CORNER r I FRAME ASSEMBLYgANBR 10 IALL CORNERSTOUSE GASKETANDIOR SE4LAME-UALiEG FRAME EXTERIORFLANGE FRAME EQUAL -CEO FRAMERAMEWm1 INTERIOR EXTERIOR RIOR FRAME WELDS b FLANGE FRAME (SHOWN) OR CORNER KEYS AT 30 SCREW BOSSES. SEALANT AT ALL CORNERS ALLCORNERSTO USE GASKET ANDIORSEALANT ALUMINUM pOLYISOBUTYLENE DESICCANT FlLL REINFORCEMENT SEAL SI76"NOM. NOM. SILICONE 5/16" NOM. SEAL BUTYLB ROLL -FORMED DESICCANT GTAINLESS STEEL FOAM EXT. GLASS EXT. GLASS SS INT GLASS INT. GLASS OOURASEAJ- OXLEOGETM )] SPACER )B SPACER ASSEMBLY DETAILS FOR FIN FRAMES go- CORNER FRAMEASSEMBLY ANGLEDICURVED FMMEASSEMBLY EXTERIOR b EXTERIOR b MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANTAT ALL CORNERS NO CHANGES THIS SHEET. 1 y E ^tl O Ew v 7too 0 Q (7 N i O O v mUU ro z U- o E Z J Re W U U d e LU F Z V 1'a J Cl 'uN Om0 O W .-. _ n> i z W z O aim o O ¢ 5 J ° Z o O I++vs ®m y¢ z m `v 3 Oz m m z O Z ~x 7T a D X O u m 5 a