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Home My WebLink AboutNOASCANNED BY _ St. Lucie County M IAM 1-DADE MIAMI-DARE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOAAD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2399 a- NOTICE OF ACCEPTANCE (NOA) www.miamidade.zov/economv --PGT'Tiidustries,'Inc. 1070+Technology Drive North Venice, FL 34275 SCOPE:".•,. This NOA is being issued mider the applicable rules and regulations governing the use of construction materials. The documentatiot�,submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to li used in Miami Dade County and other 4 eas where allowed by the Authority IjaS�ngJurisdictiou (AHJ) "fhls �OA shall not be valid 'after the expiration date stated below,_, The Miami —Dade County Product C6nti9,11 Section (In Mtaml$e County) and/or the AHJ (in areas other than Miami —Dade County) reserve i 0ienghl to have this prednctor material tested for quality assurance purposes. If this product or material fails:tf6o perform ill the accepWo manner, the manufacturer will incur the expense of such testing and the AHJ z ipayimmediately revoke, modi`y, or suspend the use of such product. or material within their jurisdiction. A reserves'the right to revoke: this acceptance, if it is determined by ACami Dade County Product Control Section that this product or mat rial fails to'meet t s of the a plicable building code. '�;hts product is approv escribed herein, and has been designed p with lorida Building C`-ode'ricludirg t{igh Vcloc tyHurricaneZone. D�$�G�RIPTI N: Series" 'S0 701/720/820" Aluminum Fixed Window -L.M.I. APPROVAL CU1NI ] > i7,rawin No. MD-720-820.1, titled `FI ,d Window Inst on Guidelines", sheets l,'through 11 0 12/I3 with re ' pare by manufacturer, signed and sealed by Anthcry I yrn,uli er, P. eaxingYl rm-Dade County Product Control Revision stamp jvlth t�e Notice of Accept . number and expiration date by % A mi-Dade County Product Control SectlotJ> u. 1V�iSSIEE IMPACT ATIN .:Large and Small Missile Impact W- istant v, 4- LAWET.ING L:�ch a sbAP bear a permanent label with the mant'facturer's n or logo, city, state, a _/:• model/series, and following einent: "Miami -Dade County Product i'ontro roved", unless otherwise noted herein. RENEWAL of this IJOA s ab be considered after a renewal application has been filed and there has been A8 change in the applicable 11 ; lrlicg code negatively affecting the performance of this product. ,g ri T TERMINATION of this b OA Will occur after the expiration date or ji' "here has been a revision or change .'id, thelu5aterials, use, and'or hiaiiufacture of the product or process Nr: une of this NOA as an endorsement of`any,.product', for sales, adJeiii�ing or any other purposes shall automlScally terminate this NOA. Failure tb boiiiply with any se:aikn ifkilis NOA shall be cause for termination vid`removal of NOA. 51 i ' ADV,tRTISEMENT Th 'IAOA number preceded by the words Miami -Dade County, Florida, and ur:' ' £o`llowed by the expiration d'ete_ may be displayed in advertising literature. If any portion of the NOA is a n,u- .i;1 • ct-i dis`}�I�Oett, then it shall be c:oue-.a its entirety. W&TION: A copy of"this` entire NOA shall be provided to rule user by the manufacturer or'its distributors and shall be aval abi-3or inspection at the job site at the request of the Building Official. Tuns z3bA revises NOA# 1E &6 0.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as . 4114§1proval document m68iloned above. `&he'llUdlitted documentatic,i4asreviewed by Jorge M Plasencia, P.E. NOA No. 17-0614:11 MIAMI DADS COUSJTY i' . -Expiration Date: February 19, 2019 Approval Date: October12,20i7 Page I } .: Yi 1-,4 P&MURAustrfes,"Inc. �4g ;�.. TITOTTCE QJF ACCEPTANCE: EVIDENCEISUBMITTED A.S,',,, 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105. 01) Drawing No.I.M1.1-720-820.1, titled "Fixed Window Installation Guidelines", sheets I through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturcr,,signed and scaled by Anthony Lynn Miller, P.E. ,BIV7!a 4 ESTS 1. Test reports'o.- 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2)'Large Missile Impact Test per Flit, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with iitiArlced-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 systemP Diiraseafg' spacer system, Super Spacer® NXTTm spacer system and.X.L EdgeTM span. stern at insulated glass, prepared Vy Fenestration Testing Laboratory, t Inc., Test Re;)6rts No. FTL-8717, FTL-8968 and FTL-8970, dated 1111645, 06.417/16 and;,36/()2/l6 respectively, all signed and scaled by Idahnis Ortega, P.E. (Submitted jifid&'previous NOA No. 16-0629.14) - 2. Test reports oa`l) Air Infiltration Test, per FBC, TAS 202-94 Uniform Static AiPressure Test Loading per FBC, TAS 202-94 r -3) Water Resistance Test, per FBCJAS 202-94 4) Large Missile Impact Test per Fit'; TAS 201-94 .5) Cyclic Wind Pressure Loading pet FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, and TAS 202-94 ;Hong with miil, �J-ur) drawings and installation dia,%xam of an aluminum fixed N,,Findow, prejpiire6 by Fenestration Testing Laboratory, Luc., c., Test Report No. fATIL-7212, dated' 03/2V13, signed and sealed by 1\4-arlinD. Brinson, P.E. (Submitted iihd& NOA No. 13-0502.03) Test rcports.b.X' Air Infiltration Test, per FBC, TAS 202-94 Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 A 3J Water Resistance Test, per 13d" tA202-94 j) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with ru&kcd-up drawings and installation dia&iam of an aluminum fixed window, prepared by Fenestration Testing Laboratbr$, Inc., Test Reports No. FTL-3835 L-3850, dated 07/18/03-and 07/31/03 respectively, all signed and scaled byJ If' s6 . Chan, P.E. (Submitted 11"' ei NOA No. 03-1105.01) 1orge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.11 ;Expiration Date: February 19, 2019 Approval Date: October l2,2017 E-1 ff''; PGT-JiMustries C.' CALCULATIONS I-. Anchor verification calculations and structural analysis, complying with FBC-51 Edition (2014) and FBC-6` Edition (2017), dated 09/15/17, prepared by manufacture., -,signed and sealed by Anthony Lynn Miller, P.E. 1 Glazing complies with ASTM E1300-09 o D. QUALITY ASSURANCE r1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CER1M. CATIONS 1. Notice of Aegeptance No. 46-1117.01 issued to Kuraray America, Inc. for their , ".Trosifol@ Uttraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2: Notice of Acieptance No. 14-0916.11,issued to Kuraray America, Inc. for their " SentryGlasCRl' (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18 3. TREMCO PA Noi TR-14271E EPDM exterior glazing gasket complying with the 1 following a) ASTM 08$64'Specification for Dense Elastomerid Compression Seal Gaskets, 'T Setting Bk:`t,'s, and Spacers with Option II exceptions. b) AS T Ivl D412,Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastamer'L Tension of 1600 PSI. c) ASTM 1.3°5B Test Methods for Rubber Property —Compression Set for 22 HRS 158°F ` 1` d) ASTM D 524` Test Method for Tear Strength of Conventional Vulcanized Rubber and Thenn9plastic Elastomers of i43 lb/ in. " • :=s . Z4 sit rFe j _ p _t iht r E-2 jq i. Jorge M. Plasencia, P.E. S Pr uct Control Unit Supervisor NOA No. 17-0614.11 +Expiration Date: February 19, 2019 ii Approval Date: October 12, 2017 PG T Industries. Ina NOTICE OF ACCEPTANCE: EVIDENCE"SUBMITTED F. STATEMENTS 1. Statement letterof conformance to FBC-51h Edition (2014) and FBC-6`h 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 11/09/16, signed i-1 ? 11,' by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Clidi da, 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 previous NOA No. 13-0502.0.i) 4: Laboratory coy ipliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 ands 0V91/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted underNOA No. 03-1105.01) G. OTHERS 1 Notice of Ac' A)tartce No. 16-0629.14, issued to PGY'Industries for their Series "PW- 701/720/820 trMuminum Fixed Window— L.M I " approved on 08/04/16 and expiring on02/i_:9f 19',lj,o ;ap . l� lRl 'r 4r. i• �` .i• „ %Y. r i Y Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-3 GENERAL NOTES:'SERIES'720/8201MPACT-RESISTANT-j", ,J �'�.' "•i 'FIXED WfNDO4V 1)THIS PROOUOT HAS BEEV OOESIGNEDSTES'IED TO COMPLY PATH - - - - ' THE REQUIREMENTS OF THE FLORIDA BUILDING COOS INCLUDING E HIGH VELOCITY'HURRICANE 20NE(HVHi)� 48 TIP.TO-TP WIDTH, 'jgL §UCKWI6TH' '• 4reilcHWIOTH =1 Y) SHUTTERS ARE NOT REQUIRED WHEN USED IN WINO -BORNE 98RIS REGIONS. FOR INSULATED GLASS INSTALIAII NS ABOVE 3tl1 HE 44dHTWIIBLE _..J 45'V VISIBLE RVHZ THE OUTBOARD LIM(CA-)MUSTTFMPERE. LIGHT NIDTM If-{�'� 5-111UGHf WICTN 6' MAX 68HE 7'3) FOR MASONRY . .MIAMOAOE COUNT?APPLICATIONS MASONRY ANCHORS?M i�'IALB/1-r}?-•�--�-LT��, DESIGN PRESSURE BARNG -.IMPACT. RATNG I'VARIES,__ RATED ORLARCESSMALL SE�y H�E(S25 ry INSSIL�,IMPACT RESISTANCE LI ��-00 BUCKEMOTH:� 45-1W VISIBLE " LIGHT WO' UNITS AND CONCRETE WITH MINI KBI ER �I T 91 + p fII E SHEET9 E, SHEETS BB TM1711 ^p THIGK ARE 0"9 CO SIO P 0 A I I CHE TS I 0 T-� - SHEE T G SHEETS G. HEET9 WOOD BUCKS ARE OPTIONAL L UNT SHEET 1E1 '�jl}-. 1 OSUBSTRAT6 WOCDBUCKSDEPICT OAG 2X pp EIG 1 UCK _ REATER'1XAHn2X BUCK51YMUd UG D SHALL I -...-:_ J I 1. - H,L M RTOBASEITSCT N. SHALL BE BEYON WALL -ItIIII� A ' IIc / -T 1 VISIBLE c� 12� XEI .1iL ,.X / r LIGHT OR ARCH TECT OFRECORO (AOk) maB y 1. ttGHT OO I. VISIBLE _ .--- : HEIGHT ND INSTPILARONG ilE sE'('ON IPIL TY L1 M21 O.C.ov C _I ASE11.. ee peen eranene, u I j I LIGH, 1 HEIGHT T / BOOK NARROW JOINT SEALANT IS USED ON ALL FOURCARNERG OF In I TP 6'.TL FRAME.INSTALLATIONANCHORSSHOULD BE SEALED OVERALL HEI HT OC. SEAUNGFLASHING STRATEGY FOR WATER RESISTANCE OF I' INSTALLATION SHALL BE DONE BY OTHERS AND IB BEYOND THE i OFTHESEINSTRUCTIONS. 1 1 II —� 6)MAX 1/4" SHIMS ARE REQUIRED AT EACH ANCHORCOCATION WHERE THE PRODUCT IS NOT FLUSH TO TH E SUBSTRATE. USE SHIMS CAPABLE �- c _ -�-"MAX.9.C., T L--HOT-�- �'2"MA%. O.G 'r } F, SHEET S' JJJ H, SHEETv OF TRANSFERRING APPLIED LOADS. W000 BUCKS, By OTHERS, MUST ""^B-� iM '�- I.".O.C. BE SUFFICIENTLY ANCHORED TO RESIST LOAD$ IMPOSED ON THEM BY 6'MAX. SHEET6MVX - ��"1"II THEYCNDOW. FRAME TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION 7)DESIGN FRESSURES: :' ELEVATION (TESTED UNI1 ELEVATION (TESTED UNITS (TESTED UNIT A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCY—.--T PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM R13M. B. POSITIVE DESIGN LOAM BASED ON WATER TEST PRESSURE, FIGURE 1: STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AVOGLASS 12.00 SHAPED AS SHOWN BELOW ORS(MILAR MAYBE USED BY INSCRIBING THE SHAPE W A BLOCK PER AM E1300. C. DESIGN LOADS ARE BASED ON ALLONABF STUBS DESIGN, ASD. 0) THE ANCHORAGE METHODS SHOWN HOVE BEEN DESIGNED TO RESIST THE VANOLOADS CORRESPONDING TO THE REQUIRED DESIGN ( PRER JRE.THE',J/3Y STRESS INCREASE HAS NOT. BEEN USED IN „I TRF DES'Gr1 HIS PROOUC1 THE IS LOAD DCRATIGY FACTOR WAS USEDFORTNF FVgLUATIONfl pNC ORS 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:TESTREPORTSFTL.36 SBSDSMI ELCO ry AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SUE FROM THE TABLES ON SHEETS 2 5. ANCHORSPAOING TO BE 6" MAX FROM CORNERS AND 12" 0,C. MAX. FORALLCURVED FRAME MEMBERS SEE FIGURE 1 THIS SHEET. 1ro.c: \ WIDTH F - WIDIN —I 1--,,I ---j I-- WIDTH +{ Ue MAX 1 1L J1 ULTRACON NOA; ELCO CRETEFLEX NOA, ANSJAFSPA HUB FOR-----WICT,i _ I I-- WIDTH MOTH --I I-- WIDTH ---I WOOD CONSTRUCTION AND ALL ONUM DESIGN MANUAL TABLED - -� --- r- --I Tr 7 10) THE 720 SERIES USES A PVB INTERLAYR, THE 020 SERIES USES AN SG INTF.RLAYER. WE 74 AND RO SERIES MAY ALSO BE REFERRED AS THE 701 SERIES, CODES/ STANDARDS USED: •201T FLORIDp BUILDING CODE (FBC).6TH EDTION �.014 FLORIDA BUILDING WOE (FBC). 5TH EDITION LASTM E1300-09 .ANSVAF&PA NOS -MS FOR WOOD CONSTRUCTION rI Tu—/ lw 1 1 11L J WIORi-- MOTH -^ I— (MOTH --I F-WIDTH -1 T�--- ----I Tr Tr— 7I li T�--,y— tE -ALUMINUM DESIGN MANUAL, ADM-2016 ERLw mq = /P "5G'P'KUPARAY SEPTTRYGVS INTAYER'BY KURPILYAMERICA INC. W s T I I �AISC 360.f0 "PVB'=T(URARAY TROSIFOI®PVH INTERLAYER'BY KURARAY AMERICq INC. 1 1 TYPe W DencAptl6n SMeI Y 1 7/t6"Leml Lib"An-.080'FVB-L16'H9 2 2 711B'LamI LiC H9-.090'PVB-Y10'HB 0 0 41110'l4mLG LI6'T-71i6'-W16'An-.OW'PVB-L16'H9 2 4 f-1116'Lvnl.K:rytfi'T4I10-AT-Olt6'HS-.D90'PVB-31:0'HS) 0 5 711WLoe 16'An•.09P 'H 6 SO-B 7I14Leml /10"HS-.000'SO-L16'HS S 7 1."IT La p(L10'T-Lt6'Alr Yt6'An..OB3'BG-Lte'An 4 B Lt'1fi'Inml.p LiB'T4/16"AVLI6 MS-[90'BO-11f'HB .5 JR - OM6117- UPDATED' ANCHORAGE TO PRO 2017. L > ` y EE @r �N 0 SB ^m N Q0 OJo 6F Z A n Z LL 'o tf UUd J -ov O � oa E� 0 .vna W .et C7 o i m 8 O O J > W o W ® R Z 0 Iea4 W O O z ❑ z z ale, w' W q 0 o X W ac LL ID L_ , . '•_ ; . e. S'''S e c e - _" t PRODUCT REV19Ef , �'.I 1 $ f I L � a oOm I IX wNt'e 1 iaa'K 31 +J .. 1}iL1C 'De Window-0esign PressuF µF pat)fDYGiacs rypef i 1 r < 8]4ffi 02 I6 y 86 < 88 92 9P n 1D0"r. 1 d 1 9-V2 r.. 3D''. 32 +IAD +AO.V HAD' '. I80 t H.0 14a HSO:. .I80" - 80. '+r80 +AOun rt+•I80 "+14Ua^Hb0, +/S3 H.80 ul2D eAD eS0 aIAO'�. alA0 '+IAC - Hb0 +1-80 H-BO I +1ZO 1 +/AO Ha0 He0 +I$1 +1498 +1-79.4 6 +L60 +IbD •I8n aIAO +/80 +l$p ald9.T +l-)I2 HR5.1 +I-03.6 H.R2 HSO +190. •/eD .180 +1-lflt +/-75.2 +1-125 N-003 HS06 H.✓H.3 40 !8 'ISO HAC .ryB +I2T43 +bT19 +Ib5.1 H83.A «Ib_tfi . 42 ' +Ib0 +ISO n4 0 +L3A. +.1 +-90 -5. HA HAp +f-T8.9 +1.75449 fifl9 +/$16 2 H-Sf5 c 48 !80 A0 +4 S H701 Has HA35 '+/a0.0 +IbT.] 40 +180 IM 1716 1419 I183 +I-049 L81. •I- 5D 'SO 1-11.5 114&T I +/S31 52 IT41 I-iS8 IT24 /a-.8 'S51 H415 54 lTi 1-TS6 /i05 14U3 1A-5 _ IdSp HTl IS06 1a3.3 _.Jez em3-.. 12bD Sh ez .r.Tu BAilg aIS7lA> WmdOW Design Pressure (+L, psf) far Glass Type 3 aI, =77 6i-718 1 72 1 is 80 1 Bd 08 IS O6 100 104 10-112 30 +180 .ISO +140 1140 +ISO +/AO +IS0 HSO HAO H-B6' +I34 32 HAD +ISO +;AU H-03 +IbD +1$O ,1SD alAO alb0 N e/SO "S +ISO +680 " +IAD HAD +ISO +ISO +140 1 +1 nu +180 38 HAD +ISO •/AO +180 +IAD +IAD +ISO +140 a1A0 +ISO +IAD 33 +Ib0 +IAD +ISO +1A0 HA0 +/AO +ISO +IAD +1de4 +I-T6.4 H-T43 W HS5 +ISO .18p alAO HSO +/AO +ISO +FTa7 +6]3.5 +l-TOA .,SO 42 +ISO HA0 +140 +/.CO ISO +/ H- +q31 +IS9.6 ".ada -ISS2 14 +ISO H80 IAD HAO 14M +l4T0 I74.1 I7O3 /8r.5 +IS39 s 46 )So +/AO /SD H40 IT92 N]S4 1-71,7 lAet 'b51 18 HSO !IAD /W a/ /T]2 H433 IAeS I$Se • so - +r.80 : , so / rs.3 : •n s 1tTs.: •. _ yy y- 32 •. +/a0 SO . +ID -_ IAD -Iffie LT1.]. br.. - il +ISO HAD - I-T6 ./.71.e 58 H80 IAD 7Z 1.5 +hTBB _ 50 HA0 +-'N4 I 1-75.1 On HA0 +1-Ti.0 +4T3.5 62 alAO +L15.8 84 +lABB 1 +1-96 D6 +l-P2 eldl6 +1949 + # l Y 4 i` 1 Ddltlin9 Ledo �.• T ' cC t S T;16'LAMINA EO III •a'SJ�f. tc rTfYL Yb �° - {1 EaPl.afl D ro92I19/2O19 - GU SBTACK �� llf R ,+_ � { �.:� :. t,••i ' 09V PVS 64TEl3.AYER - 611am a P,¢aud Don4rol 3116• HEAT STRENGTHENED CUSS 311 fi"ANNEALED GLASS ' USED.ATCUFVED F EMEMS-O.C.Ms Y 29 SIB' LONG SIDE ®11TI8' O.C. NA%. GLASS SITE ~- 3 SH CHAM ES THIS SHEEP. EXTEnIDR "" 31 E 13 I ( GLASS iY�E�7 _ _ •••1''. t.. ' e - I C(341 + �`.LONO�SME- SHORT .Fi � W m Y U SIDE a_ DO aat ❑m �g v N $ rRr N�N aN .K O TABLE DIMENSIONS MAYBE O u c X a Z Ae ORIENTEDVERTICALI.YOR O HORIZONTAIY AS SHOWN. Z m S w"Oj0 b x ui - ❑ u O ® ¢ F Z 1-1116-NOM. o Ul US'4 CS STACK .. ��...��J .. VITLAMIKATEO , b L> 2 I~ GLASS STACK f Z 9 ON ly 116'HFAT W STRENGTHENED GLASS S Q W16" TEMPERED GLASS Q 3116"ANNEAIEO GLASS T116"AR SPACE .090-PVS SHORT �_ ® of Z luy INTERL4YE1 510E aS 1 M 0 Z 5 _l O W USED AT CURVES Z K + SA FRAME DIEMSERS ONLY 29 1h)/0 OC ';X. ,OVVBS BRE - LONG: P&CEU W w u.• EXTERIOR X ' ly[ iSi 21 13 'Du 'a°a0 °a✓' GLASS TYPE 3 1 SHORT S10E NOTES: 1) BUCK DIMENS'ONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1"FROM THETIP-TO-TIF DIMENSIONTO DETERMINE THE BUCKDIMENSION. 2) FORSIZES NOT SHOWN, ROUND UP TO THE NE%TAVALABLE SHORT OR LONG DIMENSION. 3) FOR ARCHRECTURA. WINDOWS•TIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS OONPLETBLY F .IH _ .. TABLE4i_. - .. - ,- WindowTJeslgn Pressurei--PP!iprGlass 784 pes 100 • IDO-Y,. N09 t1¢ 11 }18 • a:• 120 124 •' S2O.e ._132 . 13G � .: A4G t4d:=. - Se " •1-80 +140 •/80 ^ +/80 f80 ' ' 180 - � •/AO - /80 +180 !8P - H.W Hd1- 30 r100 r180 a180 H80 r180 .140 .1-80 / a180 .680 +18I •/80 H-B8 •180 d.80 •lob ffi H80 +IAO d80 +180 aF00 H80 •/80 •/80 .180 J80 H80 •180 34 «80 H80 r180 ,/80 •180 .IAO +180 H80 .,AD •I80 H80 +180 •140 *180 •(� .IAJ •i-W 36 N80 H80 aI80 •180 •180 a12o .180' •1-80 «80 +180 +180 H80 •;80 • +r80 ,F60 •I.E0 38 Hep .I80 •180 +180 al8p ,I80 H80 H.90 +,w 1 a180 +f80 •L80 +i80 H-00 49 .. •r180 H-BO a1-80 «80 - .L00 «80 H80 , «8U +180 H80 42: MSU' .140 al80 «80 +180 H80 :180 'H •140 —180 ,/80 N .180 N80 a180 «80 +680 _ +1.00 •180 r180 H80 .FSo 40 +14I0 .Ib0 .180 +140 +,8 +180 H-W ./ZD r/80 S r180 •180 d80 .0 18 +18 "0 H8p •l80— .wo .1A0 .be0 80 .180 .IdO +4m p u 4180 +/80 ,180 .A80 740 .1-1�1..1— °T 54 •180 „H80 c +490 .LAD N-TB.d —. �_..,--- — _.--,.. . :56. 180 a24 r 114C.. _— d4 «ato Hsd fib •180 __ m.Tre Hed FLANGED WNDOW3, SUBTRACT V MOM THE TIP-TdTP DIMENSION TO DETERMINE THE BUCK DIMENSION. UP TO THE NEXT AVARASLE SHORT OR LONG OIMENSIDN. —1..+..<e............ —eneiu r., TAR, PAPOVP WHICH THE OVER DIMENSIONS COMPLETELY FIT WITHIN. 1-1116-NOM. GI.ASB STACK GLASS STACK GLASS STACK I �I-90' EVE INTERtAYER 3N6"TEMPERED GLASS 3116- HEAT F STRENGTHENED GLASS 7;16-AIRSPACE WIS' HEAT STRENGTHENED GLASS — Iy 5 USED A7 CURVED. —1 US DAT CLRI FRAMEMELSERSONLV 29" - . lr - W.- FRAME P! MG'S.", O�'rtY `O @11- OC'MAXR -GLASS BITE ---"gj LB C.e. MAX 1.3 Y3 EXTERIOR EXTERIOR 20 13 GLASS TYPE 2:' TABLE DIMENSIONSMAYBE 711FLAMINATeD ORIENTED VERTICALLY OR Y GLASS STACK HORIZONTALLY AS SHOWN. . NIF HEAT STRENGTHENED GLASS LONG LODE l Y HEAT STRENGTHENED GLASS r_ LONG SIDE .090"PVB INTERAYER 9SIDE SIDE SHORT .. aa•. .,, L' -- GIDE LONG SIDE —� 21 3 Ir GI f.$$ n'PE 4 SHORT LONG SIDE SLOE SHORT SIDE -PRODUCT REVISED - PI 19 vtl1H the Florida ':e�limme� a E:mirono b f bZH 9$O79 I BY J Miam Da tlucl Control -, ! �I ry Y U 7 O o 4 N 0 W � N �� t52 K9 !; o ZO Z m. � 0 •�- 51 o laaus N W 30UJI N Z * .I No. 5875.; 71 !ONALIEa,, 1` A LYNN MM1LER, P E. P.Ek59703 141 rcGax' ®al jl Window Design Pressure.(+h psFl IQ{Glass Type 5 i 8IA/0 R - I6 80 84 + YB 92� " t 96 tW"' 10d 109+82 y3¢P''+9b4254 'a904M 4901155 +91-111:5 9W 1035 -r90lA05 sM:1045 +901.1035 +97-10Z5'9011007! r9N819 „ ', 9... +9N-018.9 "•9Nd10.8 '+90-tw3 '• -101.8 - fSN�9&]' +SOL95i' a -923 •90/580 '+9N9:3 a189.9 • +189 34 +Pal. .9 +9b-105 a90698a +m-se •9N N '+18B2 •14144 N81.5 +1801 +A79.0 +1-]P.41 26 aM1026 91Y81.1 +90192P 1b.9 1855 +1826 1-093 1)12 L751 113.4 /7Z2 38 +9N-984 90.92.2 18S] Is12 /881 +1-]81 1-762 1]25 1-]83. 188.5 1663 40 a901996. /892 1e26 - I-)9.8 1TT.2 rl-T43 1A1.3 18T9 655.1 N 4 •1846 1 +9NA13 ,M.] IRO IA.4 R63 Hd13 1b8.2181.6 M HtB3 -+laz4' I]89 ]54' 1-2.1 Ndd.9 Hbi.b' 1822 1595 ae •18 4 /BOB I772' I ,.B- +ITO( N858 N835 //383 wA° 48 +182 IT9.3 IT B 1T19 168.3 .1849 I-01.5 I58.2 ( _� 50 +IE89456 )T41 ]0J •/4S].1 /8^.7 U- 52 /791 1)5 126 N193 i& I I851 +14315-� ! bd fps I'JB 50 I.) /N3 IA6 1 60 . - ._. 0T-T/0 ./Z7 +/b] Window Design pressure (N-, ps} far Glass Type 7 • n Long ti W-]le T2 ]e ea ed ea BS s8 100 104 ID&112 30 +9b-130 +9b-130 M0f430 r9W-128 +901-12L8 +901-118B a90M184 +901 !IT +001-1158 I-M-1127 +93M09.9 32 1e01-130 r9N-113.4 +eb-018.o +9N-114.0 +9C1-111.5 +9W-f00.i +9N-10d.] +90H02A r8b-102 +901-101.4 +90'-9.7 39 +ex-ImI +86'-118.9 +9W-111A a91-10].9 rB0/-103.9 +WId9] *9]I .9 r93/921 +91199.5 +/90 +/d&8 30 +9b-11B +9N-09.B +9N-104.8 +9b-100.5 +9p1-98.8 r08d9,3 Hi0 .173 r/44.9 +1.02.3 +/41.2 3B a9b'd 11.2 r96'.1¢4.2 aeb-0].B +AOI94 +9Y-91d al-0L2 181.9 +Id1.8 rlAP.9 H-76A +1-7A3 40 a9b 1009 +96890 +8N83d BN-981 a1812 +81 a1809 I]0] /-)'5 +/70.9 "AN 42 +911192 +83&S] 8q 613 /A)A H80 H.80.0 N-p /431 /E06 +IE89 r1462 ad +9um7 +9N4Y31 I691 /853 -IefA Hp.O +lddA I]0.3 /8T9 +1e0.e S 46 +901A05 BNS13 I9)2 le]2 •I78.2 +/>54 r1-717 /851 •1851 g B r9019t 1J88 IAfid Id12 +I-T]3 +/-733 HF95 F559 'Gn 60 62- +9bd11, +/6v1 h.410 •/AiS /-010 /79.9 -lT.i II6.3, -39 a1.713 e•i,59 +40]5 54 r181S •/R9.a ]¢B /)8 Ilttl 58 H85A *181.d 1-]].5 N-Td.8 - 58 +14Gs N-]9.6 Hd5.4 80 HA24 a1-73.5 Bd 66 +IA1.9 _„- V. i r,. wA 1 w 1 6w2 !a 7I6°LAMINATED I� .- a , cuss sracK .?-'•.wM x o-'<. ,. 090MOINTE9IAYER •-; I',,-,_r••r, 311W ANNEALED GLASS 3I16'PhNEALE0 GL45S f 1l OSED AT CURVED r r ^RARE MEtABSRS ONLY 11-T JL M GLA 9BnE 1- 12 I �Y- 1 9HCRT � L E AIOR DE zD T GLASS TYIOSS ' L'§,y ✓. .. '11r:.. F LOAGSID- -� SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-0M6'NOM. CLASS BTACK GLASS STAK G1A LAMINATED STACK 3116YEMPEFEO GLASS 311V ANNEALED GLASS • Y16' ANNEALED GLASS AIR SPACE SHORT ❑16' .090'SG INTENAYLit SIDE 5 USED AT CURSD� ��'�� FPJ 1E'.=N6EP IVF"- GLAceuiTE LOND 2 SIDE E%TERIO ram 21 13 GLASS TYPE 7 � SHORT 810E NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THETIP TbTIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 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 OV L DIMENSIONS COMPLETELY FITWITHIN, 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. 00 NOT USE W TH FIN -FRAMED WINDOWS. 1 y _ _ J5. ah Y U > 0) -ne1 v O OJ OJo �� LL w Z +e 'r Z m n S UI� ®a W umu0 WUU mVV F-o o�a Z m $ Z 0. M g J W Q LL O � Q H F Z. K 2 7 n N � O o w - Z N. N. aor y W. 5B705 D'•. Arram P.E. 1 z > t R 1"' N Le RBI S v+c 15-�Tt.... s Im. Window Designj'ressurt'(!4 pfifJ (of Glass,Types68B '!,»-r 5-1 � 6- �r e3 f - ' 61 B .i. ^]2- V6 a,c•:_BO ^Bd§-`. c B8� r- 92' Bfi r 9f00 Lele 106 !{ Be 0H 109112 1, J12 •110 H r�12Q + 124.:. .' 125 1SZ:- 136., r.M11401 tN •- �20m. •+901120 +901-1W +WI.3W "'+PW130 aW130: i90f-1W- +WAt +00I1•.b +9111W +9Wtd0' .'+W141W="+WM -.901IN 1 r901130 am.1W' - WI 1•.q:; ::i :130 9W_tt0" rw-m +90-130' 32 .WI430 +90I.IW +W4W +90141 50 +90r.1 +9W.IW +9Wd50 7mdW '+9W4W `.WI.1W +WI.IM .%I.lW ,a90L1 +9W-0W aWl-1W•-+W143D .WI.130 .130 + f.13D 34 17%-1A +WI-iW +W1.130 aONT a0W-t30 -+901-1A .0 ix +WI.130 .9W-lw rWf.lw +WI-IW .0lw +W-1W +9W-1W +9W-1W +WI-iW +WI t30 . +0.13 +IN.11. 90.13 +W-IM 1 WAa91 - +M. +WSO w•t-,m 9-1B +N.13 - ."tA +.A.WI1W+9W1W +W.1W 90t W.IA +1W W11292 .W-12].3SB .96,57a A C1 00 . rT2 7+W-124D' +9W-W 1 W aWl-1A +W 1W +I:13 W.1232 W-11] W 114 6 .42 N +9W.tW r9W-1W a901-1A +95rM +0-130 +9W-133 49W-1W'+W41245 .W-119,4 +W-115 0- '+9ry.fA rgW-130 +WI-1A e9w4w +9M-130 *WAX + 426.9 +9AIW5 agry-115.3 40 +M.lw +9W.lw +HW.1W +11W-1A +M-lw +90'.129.] +9N423 +W.1165 _ 50 •90I.tA +9M-iW .rw-iw +wow +WI-1A 50 y 5't +9 1-1•.9 +9p1-IM +W1.130 +W/.t91 +901-lM HIS m 5d .W-iW .901-1W +90`.11 Pr9W.1A +W&121.I '.a._ .'a ,.yDB...., 9WilW .WI-1W 9W1 :L:L. ... @. _.t: •u ... .. ..:- _ .,.r. 1 T HO .9W.tA. +901-111 66 .9W IA Br-710 .90A1W :DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT V FROM THETIP-TO-TIP DIMENSION TO DETERMINETHE BUCK DIMENSION. 5UMS MOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENMN, ARCHITECTURAL WINDOWS, FIND THE SNIA11 EST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY F SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS.00 NOT USE WITH FIN -FRAMED WNDOWS. TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR 1 .1116• NOM. 11��.......JJI HORIZOEALLY AS SHOWN ]I1GLASS STACK GlPSS STACK Imo_ GLASS STACK LONG GLASS STACK TAW SWAT . SIDE L16" HEAT STRENGTHENED GLASS LONG SIDE OW -SO IEERLAVER 3H6'TEMPERED GLASS 1 3116'HFAT 3116•HEAT STRENGTHENED GLASS r le 9110" HEAT STRENGTHENED GLASS STRENGTHENED GLASS VIVAIRSPACE .OW-SGINTERLAYER SHORT BID DE 4 11 a.. Ij_ ` it ...L USEDATCURbLO.,; (--�`--� . £I USED AT Cf]RoED:- FRAME MEMBERS ONLY 29 - SIB' 51B' �r1 .• < @11->I6"OGMAC GLASS SUE FRAME MEMBERSONLY 29 �itd1H"O.C. 1.1AX. GLASSSITE L2 1-2 F- LONG SIDE EXTERIOR E ERIOR T- , 20 13 a d-m 2,o- 1J SHORT y LONG Y' v' SIDE N SIDE GLASS TYPE 6 GLASS TYPE 8 L ,�I SHORT SIDE PRODUCT REVISED ns'co HI I with the Fl ne 0.11�1 a cOtl 'ND'A-Ne. ^'•�0.061417 enplMuon Hate 02N9/2019 ;.mmrewae , ro Mcscam.a { . W M Y 0 co> 30 "7 B a V d' qNDO 0 Fi W N O o s W z "e M pr S W U U m o ~o w 7 n>� 2 O y go N W Q S z 1aay. M 'S.;TOR..... .� S;ONAL.IEN�' A. LYNN MIU- 0.PE- IDEA BUDS ID(WOOD STRIP oRFRAMNG SI / INSTALLATION NOYZTHS BHEET`f+ TYPE Cr Id -" ~EMBEDMENT HIM EDGE 'DISTA LM% i SHIM TTP.ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE - SEE TADLEaTHIS SHEET �� AT CURVED adr E MElAEER60NLY ( f a Nv INSTALLATION - EMBEDMENT. r L BUCKSTRIP1i L•-f3;9EE NOTE2�ZMSSHEEi " r; TYP. ANCHOR TYPE, EMSEOMENT AND EDGE: . EDGE DISTANCE. PER SUBSTRATE. DISTANCE SEETABtEB,THISSHEET'I! ' ^ 1 1 IT q'GAINr CPER AN III U - V VSIBLEY,GHTWDTH REQUIREMENT WINDDWBJCKWIDTH 2. S WINDOW BUCK WIDTH -- WIDOW • EXTERIORTIP-TO-TIP WINDOW WIDTH BUCK "EIGHT 114•MAzsHIM —.-{ � HORIZONTAL SECTION A -A TIP. TIP WIN OW STEEL HEIGHT VISIBLE SELF-DRILUNG EMS TABLES LIGHT (GS), SEETPBLEe, HEIGHT= THISSHEET WINDOW NIK BUCK HEIGHT - INSTALLATION z-ar4 METHOD D INSTALLATION ANCHOR UNCERNENTHTHE BEADING EXTERIOR MIAMI-DARE APPROVED MULLION 21 (SEE SEPERATE NOA), ALUMINUM. -,� - STEEL FRAMING OR STEED. SPJD. + 'SEE SUBSTRATc Pn PFi,Mis: SABLE 8•THIS$%�EFT— - 1 ir4'MAX SHIM :ODUDtREviSED - ompiying vrilh tho Fladda Iding n-H1 .m 17A61611 .. 714Datp 07A9/2019 L' ^4. d.. i m4 NO CHANGES THIS SHEET 9 r I t AncMr subatMe MIR Etlgv D.M.I`" Min EmeedmeM , O C. pi2vrd1441065Screw P.T. 6o mPim (80=. 9116.. I.Ir 12- AILI Fio9375 mIII a 0. 1 A3691ee1 31B'. O.oe3•• 1T —1T steel sftl Gr JJ mm. S•6'. p.Ms'Da Ga P.T. SpotMm Plm(Mom g/t6'. 131E 1T AWmunm, Wo3T5 min. 3'r 00a 1T M2a1p14 Sbel6cmw (G5) A969bd 31W BABY - 1Y BIeol sW, 6c3]min. Jle' BWS'(t60a)' 1Y V4'41063 CreLeFMa UnOmmeO GMq sTM 090) BAIT 1-114' 1Y Concreb 1• 14V4' 1Y . 114'Olcai L',.avvn' _ _ _ ' . concmtv(r0I 265ke1) 11 1• 1Y4• 1T Concrcle;mti 2STM10/B' 1T Uly vN3tl CMU (ASTEI GSIO) 2-t/T 1 114' - tY GrOU GMU A91N G90 2-1/Y 1-YCC -12 : -. Mi6'S1eel Vlnaean�1 DencmN lmin. 3.5 km)' 1-114' 1d14' 11' Gmuled CMU, 9TM [:BG 2-i2 1d11' 1S ' • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. •UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPUCATIONS. 1X WOOD BUCKSTRIP. SEE NOTE 2, THIS SHEET LNSTALLA.TIONNOTES: 1, USE ONLY ANCHORS LISTED ON THIS SHEET FOLLOW EMBEDMENT AMID EDGE CONCRETE PER DISTANCELIMITS. EMBEDMEM ANCHOR REQUIREMENT INSTALLATION EDGE TYP, ANCHOR TYPE, EMBEDMENT DISTANCE AND EDGE DISTANCE PER TYPE B SUBSTRATE. SEE TABLEe.THIS SHEET VERTICAL SECTION B-B 2. WOOD BUCKS DEPICTED ON THIS SHEET AS Nr, ME BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLEDDIRECTLYTOSOUDCONCRETE. WODO BUCKS DEPICTEDAS WARE 1-la• THICK OR GREATER. NSTALIAPON TO THE SUBSTRATE OF WOOD BUCKSTO Be ENGINEERED BY OTHERS OR ASAPPROVED BY AUTHORITY HAVING JURISDICROM 3. FORATTACHMENT TO METAL: THE STRUDTIRAL MEMBER SHALL BE OFASVE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME 4. IF APPUCABLE, LOWER DESIGN PRESSURE FROM EITHER WINOOW OR MULLION NOA APPLIES TO WHOLESYSTEM > a 3 aE 7 p' < 0 O, d¢ m z Z'. n J = , Lj 1J d� G W O � LU F D•eD ;. > r > Z m Z w O O a o m m N Z JJ 1 5 r F Z Z Z w p Lu z 33 Kas U. 25 op:/ 'vm aeug lA1YNY LYNA, MVMaI MIn. Fr MIn. F. Surl9ome 92 YL +3CYd afO sgarr WkYI 1t0YY Elw ulmcros +as ksl 11096 Eke GaleFla® 12TAYsl 1mw sms-nalnm��m kd m d A:6 Sal 66Ya1 WIW Gr. 319W 61W 6i Ysl 0.5 Y4 t l5f�' t� �O ST TE F 4- F I�1j C, '''SSAONAL 4' `IN" 'I/rl 1M 1101 p, LYNN MILLER PE. P.F.P M. _ EDGE r� DISTANCE-1 I l WINDOW BUCK HEIGHT "BIBLE UGHT HEIGHT - WHOM BUIX HEIGHT- 24X' !XII16136LKGlRIP' •- ' INSTP 3RFRAMING 6E2 i' i ) T PD�EZ THL9 SHEEfVI T I _ ' I " � EM! I �{ EMBEDMENT EDGE DISTANCE --I 2i lie MAX y p 1 SHIM f •I —1 F ` • . TYP. AN PE, I ENTAN EIABEOMENTANDETIT ! " DIS TABLE II. SS S TILATL BEETABLER Tit SHEET it • III ATCURlEO 1.. I FAME MEMBERS my +?• Ott T/B'C!c MAX 114' MAX SHIM STEEL INSTALLATION TYPE H PRODUE 7N INS'TALLATIbN 3' l ff5 .TYPE F I ! i I NOA-NP.= EMBEDMENT- EaPirallan >✓lzwnobeJbKstlim f T 3 9EE NOTEZ jH10 SHEET+ By TYP. ANLHOHTYPE.EMBEDMEMAND ,ar. •• " MUm EDGE DISTANCE PER SUBSTRATE. - EDGE n SEETABLEB, ISSHEET __ I DISTANCE T, y • I _ _ -N NLE ❑C PT 4NDTHd • 1_fM1 {,, WW OOM 3r9 I' • - WINDNOOWN'tlU"LK 1MIDTl --- _ HORIZONTAL SECTION C-C PIF9' =J i n—il EXIEwOR I MUVAI-DARE APPROVED MULLION 21 IEEE SEPERA(E NOA)1 UMINUM, B ETEE FRA IINGORSTEELSTUD. EEESIBSTRATE-PRO NOES, NO CHANGES THIS SHEET. I c CONCRETEICMU OU PERANCHOR > REQUIREMENT o (` h a > elrD O MCM1or Dsiwrta Nor. Em[Mme2 c�p� 112ar W44MSSS.. P.T. SCNRm Pima (S 5) I UMV 14VF tY Ahominum, min 3,V, LOW 11 A365ted Glee) She, Gt 33 mi. Sm. ST- D.cIm. 000.41E Go" 1r IT 012 or 914 SWE Scnw(G5) F.T. Shclem P.(SGoO5M "l ar 1. IT AknromKPNS,TP'min YB' Oow 'S A30SIeel ve• o.DST. tr BL^N SIW, G[33 m12 wr D.aaS le Ga 120 114. 31055 GrelaFIeII LL,BNWC GMU, NSTM G90) 2-11Z 1-114" R' Concmie(roh 3.35 n) 1• INr 1T ve S.,I Ulmnan Concmle(mMzlloke) 1. 181 1T Con4rote M n. 2.85 al 2417 13l f2' UrymuleG CM4 (ASTM CS0) 2-1/Y 1-1M IT GmWaE GMU 91M GB0 Y11S 1.14" IT 116 fiW,l lfilmeon DOnemro m9L 3,5MD 1-L4' 1,L4• 12' . GnWeE GMU. ASN OPo 2-VT '1JIA' 12' 1 __ [ A„ O'I,I551 kT._.- - . -. M:N.O 1112EAUS SENDING 7HEMETAL SUBSTRATE. - - 'ry •UNGHOVTEDCMU' VALUES MAYBE USED FOR GRDUTED CMUAPPUCAMON& f4'MAXSHIM -C INSTALLATION NOTES 1 SEE NOW 2. THIS SIP. BEE I NOW BUCKSHEET 1. USE ONLY ANCHORS L51m ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTAN!Cil 13 CONCRETE PER EMBEDMENT ANCHOR REQUIREMENT INSTALLATION EDGE - TYPE �-- TYP. ANCHOR rvrE, EIeBEOMENT M c_ 2. WOOD BUCKS OEPICTED ONTHIS SHEETAS "".ARE BUCKS WHOSETOTAL THICKNESSISLEBBTHAN14.1XWOODBUCMAAEOPTIOW4.IFUN7CANSE INSTALLED DIRECTLY TO SOLD CONCRETE. WOOD OUCKS DEICTEDAS• ARE 14R' THICK OR GREATER.INBTALIATIGN TO THE SUBSTRATE OF WOODBUCKS TO SE ENGINEERED BY OTHERS OR AS APPROVED U�AUTHORRY HA"NGJURISDILTION. 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO DISTANCE AND EOOE DISTANCEPER PRO"DEFULLSUPPORTTOTHEWINDOWFRAME. SUBSTRATE, BEE TABU: S,THISSNEET VERTICAL SECTION D-D 4.IF APPLICABLE, LOWERDESIGN PRESSURE FROM EITHER WINDOW OR MULLION NBA -� APPLIES TO WHOLE SYBTEM. 4 .-UNoI n1=1F INS" 11 Ike UW159.7 410 SIG 127A kSI W or ie 9F w o Ol W N YNt 0LLp n£ Z b Z R6 a0 n C ^ e z w U LWj 0 D WD �Z ra z O g Q 0 o ~ O Iwvs ® Z Q g 3 m O Z Z Z u qe3 Q } INN w CY Nil ji - . K as * No. U705 *-I A L,NN MLLLER P.E. i d PRODUCT REVISED v 2 PI 1 Itp 1M1e Florida I qNi: _ -1 oxv�uopEuclEsrRIPA^ �1" INSTALLATION �A c j s 1,.rd If�STALLAI ION I 9unamD �P�a P "Yp NT PNITtUGE •.EMBEOMENT 4 TYPEJ -t 'i 1IY�f�4 1,. �� 1 IY hZ `w K, HO/LNa 17-0694.11 OR F(TMIING SEE T I I V 1 r - 'Et�BEDME R f `—NOTE2 p(STANCEPERSUBSTRATE w 'IGC. 4 y p{ plsetian Oaro 7/19/2099 E ... SETABLE 10 TH199yEET 'r D!STANCE L1I4MA% t T ;'•'_' « 1 B� EDGE OISTANGE — B -_ - ,j " ♦. ,. ie: d. EDGE „ fi' SHIM J, V , - - r ]k.L I F :.ef.,iuv�6 4 MiamMa�Euet Cob 1 .INSTALLATION �, DISTANCE--^ Ilo , T% OR FRAMING, SEE O 2KWOOD BUCKETRIP OR FRAMING, SEE TYPEI ` ORFRAMIKGSHE NCTE 2THIS SHER NOTE 2, THI39HEET TYP. ANCHORWPE. EMBEDI ENTAYO EDGE DISTANCE PER SUBSTRATE. . q LSHIM EMBEDMENT. 1 B SEETAHLE 10. THIS SHEFT � /II I J I _ 3 ENT 11 1i1r1 III -- E� NO CHANGES THIS SHEET US ALCURVED h 29 TRAME MEMBERS ONLV'+ ', aaf A R lx - Q 31.71a M oC ae 1� �' IXtFft1OR H V U VISIBLBUCK OTI-NOW _S W In .ua WINDOW ' W1NpOW BUCKl590TH-2�1 > ? 3 GII'-' WINOOW3UCKWDTH p O HEEIGHH T 114'M SHIM HORIZONTAL SECTION E-E o a w Oho e z B n VISIBLE INSTALLATION z LIGHT TYPEL 2 LaRO w EDGE DISTANCE W U m ®a HEIGHT -..�J -y1 BUCKIW tllO STEEL TABLE ID H- Z y �a (D 0/nN0 HEIGHT. SELF-0RfWNGSM9 24W (GB), SEETABIPIO, THIS5HEET I 21 O 3 FF LL J m Q ® �N lasts 3 F FW- FG O ¢¢ z SUBSTRATE < J l O.Y'RA111NG SETRIP ISEE 9EPERATE NOA),EXTERIOR U E�pp1, MIN. OF]THREADS DLYDYD THE METALB �1/4'MA%SHIM MIAW-0AOE APPROVED MVLLION INSTALTATDN NOTES.• W ST_ELFRAIAINGORSTEELSTUD. I.USEONLYFRCHORSUSTEDONTHISSHEET.FCLLOWWKDMEW LL LL 6d SEESUBSTRATEPROPERTIES. AYOEDGEDISTANCELIINTS. NIU '�sa0 sa!us TABLE IGTHIS SHER INSTALLATION a i0'TTAI° MESSIISILE�$$DTD NI.1?1Kl0ODOUCKSBAUR�EOPKIOWNN- `•OP1Y LY.... �. EDGE DISTANCE IF UNITCAN BE INSTALLED DIRECT-YTO SOUD CONCRETE. WOOD ��11 r-IICENsf'•�! . SUCKSDEPICTEDAB -ME1-IWT ICKORGREATERWSTKLA ON TO THE SUBSTRATE OF'N000 BUCKS TO BE ENGINEERED SYOTHERS NO 58705 TYP.ANCHORTYPE, EMBEDMENT ORASAPPROVEDBYAUTHORITYHANNOJUWSCK=N. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10. THIS SHEET S. FOR ATTACHMENT TO METAL THE 51 RUCTURW, MEMBER SHALL Be _ m OF A SUE TO PROVIDE FUU. SUPPORT TO THE WNDOW FPAME. %O STA VERTICAL SECTION F-F 4.IFAPPLICABLE,LOWERDESIGNPRESSURE MOM EITHER WINDOWOR �i�CDf1'•f,<ORIDP,.'G\ � MU WON NOAPPPLIE$ TOVMOLE SYSTEM. "" 70NAL A.LYNNMLLLER,P.E P£b SITO AMBN Suwtratc h0n EEga Wtance Max. O,C. 5 c" 2-1IYx.i13'Box WJ -.T Nen PT a6 6B11H5 S 2.12' x .131' Ctmmon NMI GG:=0b S 24? x .145 Root tJ9i P.T. S"Ift. Plne Gep,Bg YB' S MDx 1' SWO St"(OB)' P.T.9euNxm pI11B SG=0.55 1G' S 0093°AlUminum. BOW -TB miM1 !/iS S 1ns•Aas steel lliS s^ 0.045 18 Ga Sfetl Stltl f8. 03 !/16 S YateW Nin F, YK F, 6rctl Sues• B2w 1MIY. Ef6115AFmimn I6Ltl 33Ys1 AY SIwI- i9ta YYY o-.vs sm4 vYa KI.i t WINDOW BUCK HEIGHT fl BUCK HEIGHT- INSTALLATIONTYPE N ('V✓OOD�WKSTPIP R FRAMMG SEE.;., �jINST � EMBEDMENT SHIM �MWx SHIM TYP.ANCHORTYPE. EMBEDIAENTANDEDGE DISTANCE PER SUBSTRATE, L SEE TASUE 11 THIS SHEET ATLURVED - EDGE IEMEM60GSflINLY�- t�DI( iib Dc �nx ~� CONCRETE/CMU PER ANCHOR REQUIREMENT 1 /4'MPX SHIM INSTALLATION TYPE O STEEL SEF-DRILLING SkS (G5), SEETABIE 11, THISSHEET I DN TYPE M EMBEDMENT= 1 « I 'T.` -77 SHIM 1 AX WOOD BUCKSTRIP SEE RI(WOODBUCKSTRIP NOTER li19 SHEET T`EDGECHTANCE,E SUBSTNTM EDGE DISABLE£ PTHIS SHEET TRATE, SEE TABLE 11. THIS SHEET _ NSIBLE UGHTV✓IDTH= W W OOW BUCK W DTH -2a/4' WNDOWBUCKWDTIH -- 6 HORIZONTAL SECTION G-G 21 TYP.ANCHORTYPE, EMBEDMENTANDECGE EXTERIOR / `✓ -. DISTANCE PER SUBSTRATE, . SEE ABLE 11, TN W^ P.HFE , - - MV.MI�OA�EApPRCLEDTNLVON SHIM (SEE SEPE RATE NOA). ALUE6NUM, �i/4'AIAX BTEE L FRPMINO OR STEEL STUD. BEE 9VBSTRATE PROPERTIES, ' EMBEDMENT: 1 ti CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR v —( JKJ ANCHORAGETOFBC2017 'EEGE i D4f;E 3 oI ArcM1or SWatrak 1DIeH Min EmbeCrtall[ spic C1R wY14410 SSScmw P.T.3allem Fire 9G-0.55 W16- la13 3. Aluln'N'm lreYT5 MR 3'!' ifik 3. g3fi Skd Steel SIW Or. ST Ma 30' 310' 806T' mov tie Get • 3.T 3.T 912 or414 SIGGI S.. IDS) P.T. Sd ttl Pore SGFDf6 vir law 3.7 auMrMm w6aTs min 3/6' :.CB3" 3.T A363kel 3lr 0.003" 3.7' Ste,1SIW Gr.33mM. ww 0.015. 16 Get 3.T 1IP 01899 DebFlek U lak4 CM ASW OW ?I/Y 1-114' 8T Cenemb PI, 3.35 kN) 1• lar a.T - 114'steel Uemcm '�'- _-'r. R.IS teal) 1' 1J/4' .,r -Coecmte mh 2.3! ksi .. mule, CM CSO &1/Y 2-I/S 1:YD' 8T Net [LMetl CM ASTMC9 b112 916• Steel Uee. I I-L4' 1 1a14• e.r G ee oAD TMe 24v tau• G.r TPHLE II,THIS SHeET TNGOUTED NUeVX-YONDTH BE USE FOR qT 1X WOOD BL'LK9TRIP. VNGRWTEO CMV VALUES MAY BE USED FOR GHCIIlEO CMU APPLICATIONS. �O SEENOTE R.THIS SHEET INSTALLATION NOTES: 1. USE ONLY ANCHORS LASTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS. 2 WOOD BUCKS DEPICTED ON THIS SHEET AS'Ir,, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-M IX WOOD BUCKS ME OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS•RX• ME 1-0MTHICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUM TO BE ENGINEERED BY OTHERS OR AS GE APPROVED BYAUTHORRYHAMN IJURISOICTION. DISTANCE 3. FOR ATTACHMENTTO METAL: THE STRUCTURAL MEMBERSHALL BE OF ASM TO PROVIDE FULL SUPPORTTOTHE V RTICAL SECTION H-H WIMIXIWFRAME. -� 4.IF APPLICABLE, LOWERDESION PRESSURE FROM EITHER W NDOW OR MULLION NOAAPFUEB TO WHOLE SYSTEM. m Y U O (7N gSSii a K NN n LL Z iu m a im oZ� p �T r 0 fm lgVi Z Z laaK oo?s 3 O S ~ z U. ILLLa Mirt Fr B3 kslr 601n1k.12 AE.V�lask. 165ke1 9TYelbFln® TC),I ktl I6G]bel um 16 ktl1 ]6kY 01J61W 33 kY .1. * NO. S9i05 Y. 1 LT ALRS TO USE GAS USE GASKET ANO/OR SEPIAM . S_•,. Y { _ _ .. 't rx-.,F _M1 I. Iv. u.�3a.: ..t O IRa 1Ciy 1 -- __ - . e .A"uSEMfiLt 6eTe1.LS FOR ♦WG9 S EQUAL LEG FRAMES '� s �i W-CORNER FRAMEASSEMEM3LY X BLY ANDIOIiNEBSTO USE G r.7 ANDIOR SEAIPM / / / `EOVA4LEG FRAMc / / �FIANGG FRAME / I EOUAL.LEG FRAME MRRREU FPAME WITH INTERIOR ANO EMERIOR FHfy!'c WELDS tAAVMH n. 1.'ri aBHOWNi OR RNER ANTAT - KOSSn5.5EAfAM gTAL4 CC ivER& - w 90-CORNER FRAME ASSEMSLI' IIm K A E❑ 2 a FRAMM ASSEMBLE ASSEMBLY Y � � � lop O t� p a 3 p N c J IL O 6 LL l r Z IL m RQ LL �M a FZ m �' LD N oN m> < Z Z oZm O F- Op LL 5 0 ❑ z z p N VRHINTERIOR = N 2 JNfE WELDS I Z m 13S VER KEYS AT !EALCORNER O � ❑ w rm V W X O as J IL m *. No. 58M5 o'. G9 a rsjli-; O�'., ST OF I";.S,7ONAL ENG. [[Illll lll�a A. LYNN MILLER. P.E. the. PGTPert# T Base, an anr., 2_ I ��MamNAlr d i -4253C Flanged Fmare Alum. 6063-T5 2 4795 Equal-4Fmme Alum: 6063-TS 3 42M Intagnl Fla Frame Alum. 6003-T5 4 4255 711V Lentil. Glass Seeding Alum. 6083-TS 5 4254 LG. GIas Bead"vg AIum. 6063-TS 6a 4270 InstaOatld7l Fastener Corer Mum. 6063-T5 66 4M Instanavoin Fastener Corer Rigid PVC 10 70509C Gasket ( t 90 c.srfaInts) P01yeWYlena 11 T-24718 Vlhyl�Buo Mathtnt#p I, Fle%FVC Dum, 6541-1 F13 7 'tear- Dm79LjBS9or GET7WS&hbIiff= -.'SiMe.0 - 120, -�71fi594' SANig Bbck Maw. Yio %7/16 x41 Neoprene, Dum. 85 N-1 21. ]17NM Seta Block, LG. WITv 1a132's 4- Neapens, Dam. 85-M 29 #8 k 1-1/4' FH SMS 9t0lnless Sleal 30 7B1PI]X N6x 1` O a1 PH SMS Stainless Steel PRODUCT REVISED.;' r Y. - a[dmplY 9with the FI dda p G I E Bu11tlIn9C d a1 _ i e I t et t 4 I NoiN 17.061411'- 2784 2i84 2:Ia0 ow ,h E UBr1'ti.-1L— ¢aPlno nto 07/19/2019 -`fl]4 r r-EO6T �I �:OT4 ,+WBP .M1.3751 014".•Mlam Prod..t Co.troll 1 1.3]S L 1 1 1970 1.0i00'l rE 1 5' �3B 6m FLANGM.08mEQUAL-LEG FM.050,nmz�� 1I .o7r' O #4252C, 5663-T5 tI4285, 6083-T5 3 FIN FRAME 94256303E-9 TS d u0 CHANGES THIS SHEET .34e --II-- ILy—.yUt�p6 .057 raw 7/16" LAML I.G. GLASS INSTALLATION > GLASS BEADING BEADING r. FASTENER COVER 0 K y 0 O #4255, 6063-T5 O 94254. 6063-15 B #4270, 6063-T5 r Im. 351 woo p 0 m LB N Q OJm e$ W N ,loop Oro C Z LL b z J r 00 W U m ea W n ON a'^a ALUMINUM SILICONE HOTWELTBU7YL POLYI50. DESICGNf HILL REINFORCEMEM I_Z iY w 0 N K W STRUCTURAL BI.JTYLENE &1S NOM. es >.a oZw Z 2 BTRUCTUWµ SILICONE WVNOM. S/i6"NOM. SEAL 1f4"NOM. M SILICONE SEAL O r 0 O LL POLYISOBUTYLt.' E BUMS ROLL -FORMED N DESICCANT O O WITH DESICCANT DESICW Ahl STAWLESS STEEL Wm. GLA55 Q EXT, GLASS EXr. GLASS EXT. GLASS W. GLASS D III z g 0 m AI G',ASc INT.- 0 0 Z —ISR.CLM / .. - -' - -o_ _ - KODISPACE - 7e SUPER ..._ ]-DURASEALO - re X'r EDGE'" .. - T';- OSPACER OSPACER W. re' ve 04SGTPS OSPACER®NXTr" m as I i ant 'aePo nu; * Na.58705 Part# Description Material 75 KomnDlling 4SG S Spacer System 76 Omnex SuperSpaeer N(FWBI Hot MCM Butyl Sea this Sheet for 77 Ouarrex Duraseal Spacer Materials 78 Cardinal )L Edge Spacer nercr<c"ce icm ncrrvnw. ,,,, 00000 o.�a SCANNED BY MIAMI]AD€ St. Lucie County MIAMI-DADS COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stree4 Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w w.miamidade.eov/economv PGT Industries, Inc. 1VWTechnology 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 - ProducEControl. Section to be used in Miami Dade County and other areas where allowed by the Authority ,av p&Jurisdictioh (AHJ). t vs;l>fbA shall riot be valid after the expiration date stated below. The Miami -Dade County Product Control Sr e��jS1rgti'(In Miami -Dade Cou ty) and/or the AHJ (in areas other than Miami -Dade County) reserve the right ay tiavgt this product or matefialtested for quality assurance purpose:. If this product or material fails. to Fet�o lin the accepted mannleq, the manufacturer will incur the expense of such testing and the AHJ may trjtn�eirately revoke, modify,'or suspend the we of such product or maIerial within their jurisdiction. RER nr, reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Cciirol approved as described herein, and has been designed co h the Flo da Building the High Velocity Hurricane Zone. VALtDOCUMENT: Drawing No. 6300.TR titled "Impact —Resistant Aluminum Tube Mullions", through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C 19/17, signed and segled by Anthony Lynn Miller, P.E., bear'.ng the Miami -Dade County Product levision stamp with, the Notice of Acceptance number and expiration date by the Miami -Dade roduct Control Sectio�t.i NG: Each unit shall bear a permanent label with the manufacturees name or logo, city, sate, ies, and following stateraent: "Miami -Dade County Product�'sontrol Approved", unless otherwise in. J AL of this NOA shalt be considered after a renewal application has been filed and there has been in the applicable building code negatively affecting the performance of this product. QATION of this Nd d'ivill occur after the expiration date or if there has been a revision or change terials, use, and/or,manufacture of the product or process. Misuse of this NOA as or, endorsement 3duct,-for: sales, advertising or any other purposes shall automatically terminate this NOA. Failure with any section 6f thi's NOA shall be cause for termination acid removal of NOA. ITSEMENT: The .1140,k number preceded by the words Miami -Dade County, Florida, and by the expiration elite;may be displayed in advertising literature. If any portion of the NOA is then it shall be donAn its entirety. rION: A copy of°"&hi entire NOA shall be provided to ti%e user by the manufacturer or its rs and shall be availii hifor inspection at the job site at the request of the Building Official. ' i:. revises NOA# 16-0218.03 and consists of this page I and evidence pages E-1 and E-2, as well as ioeument mentioned+above. I itted documentationwas reviewed by Jorge M. Plasencia, P.Ei'l NOA Na.17-0630.111 ' Expiration Date: May 26, 2021 r' ' />7 'Approval Date: November 09, 2017 It. t it;; i NOTICKOF ACCEPTANCE: EVIDENCE SUBMITTED A.T ".:DRAWINGS Manufacturer§ die drawings and sections. (Submitted under NOA No. 10-0819-05) 2. Drawing No., 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets I through 2556f 25, dated 08/29/11, with revisiog C dated 06/19/17, prepared by manufacturer,".siped and sealed by Anthony Lynn Miller, P.E. k'�2 "AT-)ESTS I. Test reports on: 1) Air infiltration Test, per FBC, TAS 202- 1 94 Uniform Static Air Pressure Test Loading per FBC, TAS 202-94 '1 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 ked-up drawings and installatioi.1 'diagram of clipped aluminum mullions, pieli*W by Fenestration Testing Lab,'Ic., Test Report No. FTL-6443 (samples A- f diru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and seated 15 Marlin D. Brinson, P.E. (Sybinifted tinder NOA No. 10-0819.05) C.' CALCULATIONS 1. Anchor.. verification calculations and structural analysis, complying with FBC 5th Edition (2014)a-rd with FBC 61h Edition (2017).'prepared by manufacturer, dated 08/29/17, s,.g)ieAF .1&nd sealed by Anthony Lynn Mi F.- ieiP.E. " QUALITY A Miami - I., Dadc cpartrnent of Regulatory and Econoniie Resources (PER). rVIATERIAL CERT1171CATIONS None. T; Product 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. S,TATEMENTS I. Statement letter of conformance to FBC-5" Edition (2014) and FBC-6" 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, sighed and see led by Anthony Lynn Miller, P.E. t a_€.bTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series 'zPGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and- xpinng on 05/26/21. `3. t c ii l� Lr E-2 ZJorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 TK SUITABLE:FR:ALL LOCATINOI OR LARGISIL,L-RESISTf '. . IGF LIRE I,.Y LJ r •• Nulnl-cE MULLIONS uvIDTxFwvEmlrx nNu \SWDEi. ao. clk i �IIIIL1111 \ �Tsa �yfJ- LWmIiH \ L I I _1= �sEE DETAxs �HOxIZGMN.� AaAN. EFAL �11 $HFET524 LEKaTa � xcRMANru MALL tEUGiN NULL I-'-OPENmcwmnl-1 —1 LENOiN 1'- _ 1 (PENR.Tryuu r `' xDGM r SINGIRMULLION SINGLE MUWON `,FROMRGUREinOVE CODE§/STANDAROSUSED: •201T FLOWDA BUILDING COOS (FBOI, BTH EDITION •2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ANSVAFSPA 14 &2015 MRWOOD CONSTRUCTION .ALUMINUM DESIGN MANWL ADMQ015 •AISI S10G12 •AISC3BG10 I- _1 ; vPwanmmnNTOANYANCHORSRECUffdDFORT d ,.n. tl Y:LW 2)THETEN TESTDAeB FOFANCAO'RGISND 00NOT NEED TO BEDURECTLYAORMPNCTOFTNEMULLEDUPS. BUT SNAI-L epCxEE roeE ��BEEY TESTED AB'FREE-FLOATING'ANO DO NOT NEED TO BE DIRECTLYATTACH©TO THEMULLION QIPB, BUT SHPIL n$WB®INSNE �RECTANGVI,R NOT HAVER GAP OF MORE THAN I/4•FROM THE CLIP. SWPE S)THEPPRESSU GE METHODS SHOWN HAVE BEEN ODEFL E DEFLECT RES EWA WINDLOAD3 WRRES S NDING TOTHE REQUIRED DEBTOR PRESSUREMULLIONS ARE CALCULATED TI DEFLECTNOAS USED AN.L WE THE113STRESS NCREWOOD CWASNOT USED IN THIS ANCHOR EVldUATICN. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. " 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIDILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. B) WE THE COMBINED WIDTH OR HEIDI OF ON:,'MVO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND $eEPETMS ANCHORAGE FOR WE COMMON MULLION.SEE %AMPLES ON THS GHEET AND SHEET 24. FOR MULTIPLE UNITS. CONSIDER PRESSLPEDJAPOITPLrIIRONSMEWHENWING THE ENDESIGN RESSUREANDANWOHAGETABLE§THELOWESTDESIGN •-I 'Y+ �.%,B)WHENFiNdINO YOUR SIMINIiE MUWONTASLESTALWAYS, ROUND W TO THE NWSIZESHOWNON-.09TABLE(SA IX HORrtOLL TI ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WPLL DRESSING OR STUCCO. WOOD BUCHS BYOTHEPS, MUST EDETNLE BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED ORCORROSION RESISTANT iEETS .AS APPROPRAM FOR SUBSTRATE MATERIAL AR DISSIMILMATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 81 REFERENCE TEST REPORTS:FR-04A3: ELCO ULTAA^✓JNAGGRE-GATOR NOAS RDw rsNAr E OFANYM4. 9):DR AN SAND CURSHAVEBEEN IMPACT MDESIGND 8TESTED TOCONPLYWFTH THEREQUIREMENTS OF THEFLORIDA BNLDWG MBE CODEANDAREFENEST ED FOR RODUCT HAMS OWIMPACT SCURRENT APPROVALS. M'JLLIONSARE ONLY TO BE DSEDWTM 1VIGFAGTIRED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Y PGi. 10) MULLIONS ARE IN COMPLIANCE FOR USE W THE HV 11) QUANTTIY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT WE SPAN AND OPENING WIDTWHEIGHT OF EACH INOMDUAL MULLION COMPLIES WITH THE REOUIREMENTS OF THIS NOA I—HORILNULLLFNGTI— MULL LDICTx OFENNGWOTI ]RVFRTMML CP IIAI.. ~FMVFRTI'✓.L WILL MULTIPLE MULLIONS TO INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFPI FOR THE OPENING USING THE ASOE-T STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEP FH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAit' OR TRIANGULARITRA+PQOIOAL'. 4) FIND THE CHOSEN MULLNTNS MULLION GAHACIiY(LSS/FT9 FROM TABLES 1ATHROUGH -M ON SHEETS 5 THRCU'CH 2O RESPECTNFLLY. USING THE MULLION TYPE LENGTH AN OPENING WIDTH OR HEIGHT(DEPENDING IFWE MULLION IS SPANNING VERTICALLY OR HORI WE _...__ n.0 my Tuc nPFNING OBTAINEDM 5) FROM THE SAME TABLE USED IN STEP 4)ASOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REWIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY(LBSI TABLE ON THE SAME SHEETAND USING YOUR ADTUALSUBSTRATECONDITICN ( MULTIPLE ANCHOR4UBSTRATFIAN^..HOR-CLiPPATTERNMAYAPPLY) SELECTANANCHORCLIPPATTERNANDVERIFYTHATTHEREQUIREDJWCHOR CAPACITYISMET. T) IF WE MULLION CAPACITY"S OUTAINED IN THE TABLE IS HIGHER THAN WE DESIGN PRESSURE DESIGN PRESSURE RC-0UIREMENTfLBSUREDORTHE OPENING, YOU MAY USETHE'ANCHOR CAPACITY AOJUSTMSN,FOP ULA- TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VALUE A LOWEF,ANCHOR CAPACITY OPTION MAYBE SELECTED FOR WE SAMESUBSTRATE T TO Be USED AND COMPARE WITH THE MAIL BCAPACITY(LLBSIFPI OBTAINED FOR VERIFY WE DESIGN PRESSURE THE MUING LLION SYSTEM. SYSTTEM THE LFOR THE OWER OSTRATF THE TWO SHALL APPLY MR WE ENTIRE ULLED FENESTRATION PRODUCTASSEMBLY. B) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NDATO APPLY FOR A PERMIT. PRODUCT REVISED pl�ingg nllA Uro FlPritla 6eilding CetlD xoA-Ho. 17.0696.01 fia,"u.T Derr 05/26/2021 * ND. W705 B"- DETAIL Xr -s,� MOCLIO T 1X - - TYP.MC4CR MILO I NATT4CHE Vd�06N TO-27WOOD FIUKjK PEESMV.. 'WOOD SUCKAND MA ORwo6DFRAMING .(OFFSETCLIPStIOWN) (STANDARD CLIP 0 wo 6 I EDGE DW.CE ERB EDGE n 1p �y BE SIDE VIEW T M rN-IT71—Hai srwEoev TKSYETHoo Wt F00. EXTERIOR O BE USED FM OTvIBEFBmB-1 BEETABLESIE-IM sEENOTE I. Stbl" VIEW FRONT VIEW INSTALLATION NOTES, I)MCHORWBMV.E TTOOASEMTERMSHAHREBUONDWALLCR6 NGMETU=. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARF FORPICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE. THE CORaE GUMMDLOCAnONOFMCHOSSMUSTBEFOLWWM.REFERTOTHETAB"IONTHE FOLLOWING SHEETS. FOR DETALS XD, EITHEIRTHE STANDARD OR OFFSET CLIP MAY BEUSED. 3)MCHORHFADTYPE"YBEPMR0,HEXHFADORFLATHEAD 4)WOOD BUCKS AREOPTICIlAL,SEE DETAIL C,SHEET 3. 5) FOR MWSONRYAI`PLICAMONS IN MIMWAC CCUMY, USE ONLY MIMAI)A)ECOIJNTYAPRROVEO ELCOMTRAMNORaCO1WS.&AGGREGATORMABONRYMCVCM VN2701CONCEUEORCL;J F -IIC NT VIEW rfP. MP W J PRODUCT REVISED MUM"CY.With 0. FI-M. B.Ildw, No".. 17-0630.01 ooplr oa Dow OSMW2021 Br ........ .. No. 5870 T;v 'si"T NAL e 70' A. LyN� MJLE"RI.E. FL P.E.ft 5870S - DETAILE :. DETAILC ,'LLT- " I _ L .-I Ix 1 ;? rH , t L1 r` ti hT12SMN MUINT`RSE MULLION -; r r -T _ _ CTION NoiEs �r 6 5� ;a! t-'MULLION DIRECTLY ATTACHEDaTO - `y s o d •vr 1_ - MASONRYSTRUCTURE t]. T ,! -L. R T i - i �, t,I) MAY INTER BEE' TIONB. I.ED IN TEOR CR B S A (STANDARD CLIPSHOWN)h '-1a 2) MAY BE INSTALLED HORIZONTALLY yl ,(SHOWN)ORVERTiCkly. ry I 1 lYP AN61W - ERHm]NE \ 1 PER uasrRnTE, - 3) SEE UtAPDRAWING$SH_ET621-23 5 U 6]eHEAIm sL£rMiE6,6,3s - FOft CORRESPONDING MULLION. O NCH@ W Ow3Er WIL - TOP VIEW uwox W O w WPM1HYeE 1 I �. EBGEbIaTPNCE .� _ INBTGIIEOBY I� Fpi NASOWIY VMIES- J N tHISVRXW C, ANCHORS / a1zS]EescRFNs. . �y N I Ilal SCFCFIwxa oN PREORLL � % UJI I I � �LxALON APL IISE 9M9 L] m O r. NnOEw Z fO ZI q I S O a 4, EmR:pR I'TxE m�SE]API6 w'�o- F�,yo:$.a PC r FORMKOVRY d L _ I r fPFF Tn J � �• i :. il Ax[xans -' Alxoows sut Ni.Y >•. 'I LNTERSECIIm �yr�E .,( - �.�'S 2zz mn�Pa rERsu�rmEs. EXTERIOR Z A N r TF.ANolbi Z Z Q Ol Co/ /;BOBIF�C,&']9 ° Tm..,NG,OR �/ SE231L-ETa n,m Fdi N N avai G a 1 PFASVBSIMTE u Nb.ELCCATICl69 y J SSEErar.Es,o-lse FRONT VIEW EIsrANEE w Y Y PTTAND MAIMET K a SY OTI'IER3, SEET 61 ]B C] Z a EMBmIN<AT 6HEEi1 - O : - EEO' 6 a 0INCE m1'O -SEEIµ IttXS SIDE VIEW ...Tm CCH.vmwu ME12]Na1LIXJCRETECN CMU 161]B FRONT VIEW SIDEVIRV DETAILDC[PRODUCT RE ISED 0.mMULLION ATTACHED TO s pl Ivg niNN FleHdaSTEEL STUD pmB h(STANDARDCLIP SHOWN)o"o. 17-0630.01plmLenDamOs/Z6/2027 INSTALLATION NOTESTANCHORlam epN0uc1 n)rpl 1) ANCHOR EMBEORIENT TO BASE MATERIAL SHALL BEBEYOND WAll DRESSING OR STUCCO. a PwsuasTPAre, ` �4EE TIBLEs,6199 2)OUANTRYOFAN�CORBANOmMl6NSRESHGWPI BOVEA-FORPIMRIAL REPRES M.IT10N 7.. EAQ '�:ONLY:YECAU$O THEANCHORCPPACT+ISBASEDPARTLYON"MCHORTOArvCHCi:DIufANCET.TE - O'a CJRRECTOI)ANTITVANULOCATIONOFANCHORSMUSTBEFOLLOWED,REFERTO THETA9LE5 ON THE .- ) FOLLOWING SHEETS. FOR DETAILS AU, EITHER THE STANDARD OR OFFSET Me MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. A) WOOD SUCNS ME OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FORMASONRYAPPLICATIONS INMW.tI-DADE COUNTY,, USE ONLY M"IMCADEWUNTYAPPROVED psTANCE �,."`t1Y LYNN]Ttt,Y ELCO ULTRACON OR BLCO 1Ta•SS. AGGREGATOR MASONRY ANCHORS. FinarE¢sruES Twrci6RRW! 6EETAauS ;AON,,......,, M/ i tatm FROM VIEW +ecAANB cauPwxrwnx]nEnBtnwnc. �': tiwENgF •-,!�'� . naE.Anwaabartlanwsrusm.:' Ct` - •rrAnlLxTarmnEu No. 58]0.5 EXTERIOR I,sEwobEAxmmsPEcs SIDE VIEW NOTES: _ •1� *- 1) FOR 2% WCO� DACNED STEELSWDS, WOOD iAQT', BTAkf 17 �� 1 ANCHORVAUESMAYBEUMD. �i CCS •':tORIDa..' AC�� 2) ME CORRESPONDING MULLION TABLES, r SA. SHEES S20, FOR OUAMItt OF SCREN/5. �. I R;�`E. FL P.. 58T05 0 I '� ^v 1 - - DETAILF ,x t° -'. • FIELD-MODIFIEDTAU4LICN'C-i 4I DETAILG DE RI f N }.E MULLION CLIP4 t}Iq �.. A GCLIP DETAILH @AV MULLICN,INSTA rl (F-CLTPy t't.c (ANGLE )._y N SEEOETAILSAO. HSETS RAiST T. //�7 � A" WILL _�', iY F.Lslms =s U .EXiEI .Rt �, INTU vmao.aTEE4 KUM,LM110A WSONRI FxrTrILR 91(ol ® �� O CCW SIDE VIE AXO'.MI WITH 1'%d'%.t]5' N.ULl10N ST..p ..F.tei MOUIFIEe INFIEV]. NOTES FOR INSTALLATION OPTIONS P. 1) DETAIL IS NOT APPLICABLE FOR THE MY OR 1.2W X 2.11-X.w MULLION. 2) SEE TABLES 1&1311 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3) THE 2XS CLIP IS NOT SUITABLE FOR THIS APPUCATION. TOP VIEW W b PRODUCT WEVI6E0 the Floaas NoEnpGfh 11g OAo17-0630.0'1 INrowco0, SIE4aWM Ewplmllae Ba4e 05/16/$0$1 OR M1Ll50NR/ p'ierylgt R � MInmI-D vmae�e cpmm y �. ..-. FBI v •. -I .i. ..,:: ,,.�. 4� ��^:v_ .wp:4,- rr 1 EDGE O a Lrsrums z vBr N6MM. w f NOTES FOR INSTALLATION OPTION O & H' III �A�,AONY lYnlN�i A CF MULLION. �Q�10ENgt^'��% 1) USE 2 MGM CLIPS PER MULLION ENC. CLIPS MUST BE INSERTED INSIDE i 2) DETAIL G SEE TABLES I6-14B FORANCHOR QUANTITIES AND SHEETS21.23FORHOLE J*i No. sa705 LOCATIONS.- f �•p / 3) DETAIL H: SEE TABLES 10 OR INS FORANCI IOR QUANTITIES MO SHEET 22 FOR HOLE ® :�T ••.• ATE Ai �/f/: 1 LOCATIONS. S G` oNAL EN11` I „ A. L'%(-IIUIryp4lki�, _.___2 "I 1 ', .PemNDiN TxpIM re.. ;rcamn w � nnwmanc RwNnw ,. w aw r - . 1X2X 125 WoaNe Iwmna rA:s o tmJn2 lmaae "�I®&M - Ini4mi- -Im4nM 'to- a 'lo.a+a ib+NO�-tm6n1 UAG v -- Im&ne se _ Na IuoRna..€. A�l=q g r 'gi g 1 H l"F s ��I$ ! z< m 10N 10.1 1i3 %7 10 MN 1]] tte 113 Id TART F 1B fiLMP+Is 1A GFeitle gmpn"ype LIC FkoNEeem MUPrcOP Patlams EQ Mh (eQ P e.la EI4tNnW Wf - WI• SSECmn. �. Ild•ElcollNam �IIY L� v10'E1ce Vesw t• 4Yd' 2-I? 1dIC svC 2 1' I-V0' ?Ilf LOf 3AttM1n{n {.OYMh OG/9brWONOMI PIp 661I =m/b ]W be dLSID a EW" 90b 2Wb ROM {Apel. MN. D.G /EIVNe(m DeeOCIb Fk 1A dm Ps ArtMO®0'A'MOC./DI2c5MeNGIp IIF'0. 1% IBOIEO 4Am 100Pc iWb WA 000b WA N 10Ob WA tab HN NEb WA SCORa 'iF e/II.Ipn®OAS'Mn.0.G 111OIp Ora .4SAWn.IN dF W0. WA WA .WA WA f3560 MOPa 1 Ne0c//F{dp (ftl. sf 141 [n 1A2Mn ®I14 Mii 0.C/FdIp IIKi X0b In3Pe ]SOb S6b Wn u5P0 WA fiIIb AS TA YA0B NOTE FORTHE OFFSET CLIP, USE THESAMEANCHOR PATTERN ANDANCHORVPLVESa TAESNOARO OJP 'REQUIRED' CORRESPONDING TO AN 'RESSURE REQUIREMENT FOR THE MEN IT IS LOWER THAN THE MUUION '(FROM THETA I-E) OFTHESELECTED IT WILL YIELD AMINIMUM ANCHOR ' WHICHMAYBEUSEDTOQUAI-IFY Al- ANCHOR OPTIONS FROM THE CAPACUYTABLE F CjURE 1' FIGURE2 TABLE NOTES "-C7. !)SEE MGETIPORINCTRIKfIC::S ON SINGTIE T'.BCr.^+ANO CNEET 2}(pRINFORAWT:ON ON LOADPIG. _. 'AGE' 'Y SEE SHEETS 2.4 FOR GENERAL INSTALLkRON METHODS. -'j /0� ' 2) LINEAR INTERPOLATi( BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS l OWABLE FIGURES, 3)MVLUONAND MULLION CLWS SHOWN ARE NOT TO SCALE FOR ENACT DIMENSIONS SEE SHEETS 21Z3. FOLLOWING DIMENSIONAL RESTRICRONS SHOWN ON SHEE:'S 21-a,. 2.DU0. O NE1 rS TO BE DRILLED IN THE FIELD . !GURES SHOW SIiGGESTED, APPROXIMATE HOLE LOCATIONS. 125• USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Ml SPECIFICATIONS. HOLLOW AND GROURFILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G-W, WOOD SHALL BE PRESSURE -TREATED BEA MINIMUM OF.12S L lJ1GLE CLIP MUST BE FIGURE4: D FIGURES: FIGURE@ NI�'INI�I YELLOW SOUTHERN RNEWITH MSG OF B.55. ALUMINUM SHALL SE6 (ETSAND THICK STEBI$MOB TO BEA MINIMUM GRADEN AND.QSTHICK(IS GAUGE). SIRI1CfURALSTEEI'lO BEAT LEAST.I2STHICKM'DA.PLLANCHORSPITOMETALSHALLEXTENDATLEASTASCREWTRRFA➢SBEYOND ANCHORS INTO WOOD MAY BE STEEL I BB S.S.OR 4108 S. 1•X2-X.12 MUWON ' • � IL—JILIL -J THE NATERV3.N1061N2 PRODUCT REVISED as co n0lyinp whh the Fladda PD 0. 17-0670.01 Gplr+Ban Deb06/2612021 e miam � � maucn fT *' No. 58]05 *_ Yx 2 a 3TB 1M91'v - tadY •'-9M9ro ` l° ube wn�q� $3 Rm t).. So I., b9 19U im0 lam rzL0 50] up HO IM,1 60] IIaJ .m. 1017 oe I+10 m wd 490 99 Nm !Sl lw et] W6 ]sz lm wB s wn Bz9 Il1 0B zre vx aN 6'].5 cd.. .$3 F1 „I O dG0 li0 t]] Ee. 44 �. nH' a. 90 R.B IN 1 .0 33$.- az3 mm 00.8 m ?lo li] ]S] Al 3)3 ]B In mJ ta3 39.0 IS JSB 1® D.1 I Wn ms w mB ,v IBl +m +fia i it P Im ID] �' n0o we n9a Il0.s sm +wB tB6.B 'sn W6 He !de sB] AV tl9 id0 -9n tOZO p9e 6]e BP] eR8 v] ena 9]1 ]a+ 159 wa El w.fi 6`A Ne '9w V..0 4% '012 JS] 9a e'o m0 rz] m MA d]p V-. ]te m.! lW Go ell 4r aB laB m P.x JAl ma '3l b.e J6B p,F w v] a1.+ a48, 23i;, 399 m S ^30 2}9 Fe 3 r 311- `11af ]QC J 0 'SIT Ti6 le] '.5 215 2s0 xES� oa' 2u 315'�te7 -22 I]] 91.B ]0] 30.B 1]O 1XJ A] 116 1QI 1].0 3'A 19] 166 lie i05 JaJ m} ao +02 17. IQ +B] tse i5] lY! +sl +5] Ill mr W '•l 1301'-` :te0h J P }nNi liN :'Y .1WBf RK1aiW ]n e0gj' t I~t t 'ai $ C p 1 r I, . 0. �9 1 flOednT.'I lY4tIK rop'ill9# r� IR .i R ryWm WaIN W.W �, 3, y EQ' aa G$]q j¢ H H�y $ yL[. $$ yy§p§p iB �d ye y � - s N � U LU VV 56 $¢ dd O Ul .. sn ]s] 166a st] Ole U I.. -$n s0] LF1 iB09 Bn p, y ]SB fip] acl w,o 3W .4 50] ]Y Azx isn, !a0 3`6 m.0 dsa w.0 ae0 azd a99 90.o ILL! 310 ffiB iw 61.B ]1] B05 VA 0!! ]i] _ 261 <w B1.B 31] a # W x`A me ]N b.5 S! 93 9]l 42: ]S 1B9 yl 1d5 8t i F p] (� m- d xm, .]ss zro Iv aN -t.T, azl zs .,de. ry:. ca xw 212. -1k9''M9: 1ae TO'. 1B0 1 O 'Z6='223, .1m. �190 63 11B ]w YB] SOY 109 YG t6] tY 0.0 10] t10 Q J t59 t10 IW t8.] i52 10.1 19 Il9 1S B.9 1& 14Y 180 J J � m In n c -o TABLE 2B slpy0. ziA fn¢me pncMrca ac ].sx Cvo. Tubb m NdEwlTill YPBS EIm Y10'm Fs.E tM99Em To61N ed - Mm SP 2' ArcMType: YIP Rco W2mn t/d'EYB UOmu LiB'Elm >'10`Em Vav:on 1M flcOUllmom n0pe6eLLr L1vmm AypeBelm bane I6016cnw ry0l e-(oo 6eew1�1 Andfor CUp Fapems ,e0 IdR' 1• 21IY Y 3VY R' Ola o.N' Eb]e [bwrte pnk 1' LV'C 1• 3-I? S1A' t' L1/d' Y1/1' 1-11P 1-1/1' T 11P f.LB' 'elfin Empeen9N @I 13V' I+Yd' tyl' 1J14' T-I M' 1-iN' ]Il lm M. &0 N11M IAfLiq]®dJvIvIl.QCISIafiOtlUBIIOIp IFb.II 3w 6E ]WIN tn' tl OWm 1GBIEe 3Wm 2wm R51m idom NIA WA WA WA W10a -weeo. 0091m f1Am 'IN B NeI'aeA 1.1P01vLQGI81aCN mCAmSONIFh ]I 'Wm Moe WA WA WA WA 9Lm IVA imW Bmoa Iwim 6Bx oe WSm t.m0f B AAAm9QYHh fl.c.l(433ARa dN]ffo- ]Y ]Blm i®6f 6Wm 1]BJm 1096m Sbm ]Wm WA ]Wm WA WA WA WA WP ]f]0e 2..Ila'SNue o.GlUPb. NC.18AN Re dk WA ILA WA WA WA WA WA WA fW ]toae ]BrA BS1A lkOm a]I lb 301 bs 1 MShnIF-0C (f$Sk IW lae 1W Ne Y!!m m9m Bam 115m 1tlm t]rl"A WA WA W. WA ]1110e N11m 390m 3ArcMe01.IS WM1OfJ FA'➢(Fq. Ek Ilo Ov U]ov WA WA WA WA IWm WA N/A .AN THE PRODUCT REVISED m111yIng wlm uo i5otlea BulleiwB Goee 17-0630.01 NOA N0. 5/2612021 CLIP, USE THE SAME ANCHOR PATTERN ANO PNCHOR VALUE$ AS THE STANDARD CLIP. Gplmllnn out. 0 NOTE: FOR THE OFFSET By mlam ct Cenim ._FIGURE-k - FIGQR 7: - - TABLE NCIES: __ .. - - _ _ _ __ •C • ® • 1) SEE SHEEP I FOR INSTRUCTIONS ON USING THETABLES AND SHEET25 FOR INFORMATION ON LOADING, Q SEESHEETS2IFORGENEMLINSTALIATIONMERI00S. 2)LINEARINTERPOIATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWABLE FIGURE 3'DIMENSIONS. 3) MULLION ANO MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSION N SEE SHEET$1.23. 2.00M t,tl llllll// ^ !�! J,,oN..••••-..,Mi • • HOLESTOHBE DRILLED IN SUGGESTED. APPRO%IMATE HOLE LOCATIONS, J�NSE '�CFP� OWSUGGESTD.ApI9FOLLOWHOLELONSIONALRESTRICIIONSSHOWNONSHF.ET521-23. FIGURES SHOW L P�'�)• mei-i ELNMUSTBEUSEDWPAIRS. 4)SUBSTRATES: CONCRETE SNALL CONFORM TO AGI Ul SPECIE,CATIONS. HOLLOW AND GROIR-FlLLED SNALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURETREATED �5 No. W705 *; CONCRETE BLOCK UNIT (GNU) PINE WITH AN SG OF 0.55. ALLUNNA SHALL BE8083TS AND BE A MINIMUM OFJ1 FIGURE I: • FI.URES: FIGURE$: ICI''RI��• YELLOW SOUTHERN THICK STEEL STUDS TO BE MINIMUM GRADE 33 A9D.045•THICK(100AUGE). STRUCfURP151EEt TO BEAT LEAST, 12T THICK AND A38. ALL ANCHORS INTO MIT AL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND WOOD MAY BE STEEL, IB BS.S.OR 4105.S.•11ORIOp I'X2'X8]SMJUdGm G%30,•. � F :•.'4u •G�� THE MATERIAL#108#12 ANCHOR3INTO A LYNN }VIER, P.E. FL P.E.# 56705 .6I6 A LM Tube YUPim w j` TSF 01b !10 0f.0 MS ef0 50' TSe nN 691 AS! Rb [Op I 21.) =1 MO 2M MT is, 19.1 1Yl'n I]b 1N 11A 1.. lit ail T W�� a� �� 1Wp T19 j,1p.0 +99_ F}l n5 1Po] PoI' }),1 9Po IEl IL 'a RS T3I11, 573 sus Ta9 .1.0 SII p18 ]5i '.E '[B]"840 4_9ff SLI Wt -]bt' ®2 i� fip! a4V. {{a Vl' -fq9 HA CP aS9 331'. W4 .610 BOT ]B_e"5ffi 01f "A01 ,40.8. 'M.S ;0 .: aFOI' P.e tlA 031 Ilp &S B SL 610 5)p'f10 IA510 633411 "1 410 1Po 10 50 A90 TSB x.1 -4 B MB M BM1 NB B 8e00 )9 10.0 4A 19.8 1® 111 ,aB M.I w ]9} 415 K,9 YS p21 AV I61 p11 30.0 119 11.1 ]IB ]9.9 ]l0 aZl 3b1 ate 3p➢ 10a NB n.l 3L3 I31 3W 20 ]>1 PS 04 313 191 I3} 2. 30] 30B 'LI IIt0 3D9 ITS uI 9V S].I 19.] 2M 2]I IT• 10.4 SZ} 2U zl.o 10.9 at' ]Sl O.1 'd! IBA 190 tf.l 331 10.0 IW 1S0 315 10.9 1!p - ----- UFS AG LE Anpnor ca 1a Zane Iw xawwe Fplbruu PoveA, NIW s�m.ln vn o.nme >x lv.9. IfYS9 EkJ SYCEko E: iN'63 F1[o YrBSIM e331S1 tlf39htl AeamnlR vi6•Ekouw[an rY Eta unsm I\' Y13 FYa w� m y1S FlcoNtNm Li'Ean W[9[M p0oawm L Ppi gam' Soe+N91 xaa (WI SoxrlGsl Ancll9r LYPPaboma YVB' 1' TIR' I Y1R' S }19' &W tlalll[c ln{ 1' S1R. LI? N' \:fA' 1.110' 1-1/Y S 1.LT ISW' `cMt Em..t([ 13'1' IdP 1.Y9' AIz S 1.1/1• 1-IIY 1-I }Wa 1]91rn BMIb 9aBl» %I Pa M R BBba iMGI»O1.15'BIh O.C/SMWorOKal CI0ff10.1{ 9a91Ba 3W Ba eSBIOa 0911Ga iBM®! 3I011p 3BOBn 9501M WA WA Wtb .BBf lb 11NM WA BW Ib WA WA 1990b WA aAn[BM®I.L"MInOG131NENlo<•DILNCYa Pk.3{ aW IW ]dl am }BBM IMbv WA I.A fdBlEa a50015a WA 19001Be WA ]W IW 310105 �Ib N'A WA ]W Ib N/0. WA ]9e lb HIA EB1 Ra WA �Ib IUA 11A Ra 116 Ev B AOebv ®]'NIrtOCID)n5A'gm6pal6k. 3'{ BgRAma®Oa5'MVIOG.IUQIp.INo.1 ]5'Aum.6V. AL WA RA WA WA WA WA WA 1Bl IBf YJ]IC5 LnOtl I1B IE1 S311b 3Y1 De 1 AII[MIIFCIIP pip. S{ IPo2a 105 Re ISIN 1<BM B91M 1]910a IW IbS 1]llb B101Ea N/A WA .1R1 <Y31M 5006e 3MMua 6ri'1.15'NIn D.CJ FGIp IFb 03 BW Sn SSE IL WA WA WA THESTANDARDCLIP WA IWW WA NA WA F NSHEET24 Arl Y" Z'a +[1- 3111 08I. B1I -1]C y . 1. � •S 'tfd it.] AN Sit 3p rn 30.t Iss ]22 Ma z (DP_7X (M7CCON :) _ANCHORCAP. LPe USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R 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 CAPACITY ABLE. ' NUTc'FORTHE Cr�S'd CUP, USE THGGM4"ANCHOR PATTERN AND ANCHOR VPL �C1ftC'.ED V::.'JE3 ARE LSED WTH.R%AMP O FIGURE I: FIGURER: TABLE NOTES: --I 1,000' • • 1)SEESHEETIFORINSTRUCTIONSONUSNGTHETABLESANOSHEE MMRNFORMATIONONLOADINQ 0 SEESHE 24FORGENEM.INUT nONMETHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPEMNG WIDTHG ISATLOWASI FIGURES, 2.7W 3) MULLION AND MULLION CLIPS SHOWN ARENG DIM SCALE. FOR EXACT DIMENSIONS, SEE SHEETS • • FIGURES HOW SUGGESTED, ApPROOLLOWINGDIMEATION LRESTWCilONS SHOWNON SNEET52F23 FIGURES SHOW SUGGESTm.APPROXIMATE HDLE LOCATIONS, MULE CLIP MUST BE USED N PAIRS: 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AG 301 SPECIRCATIONS. HOLLOW AND GROUFFILLED D5' FIGUREL FIGURE& FIGUREfi: CONCRETE BLOCK UNIT(CMU) SHALLCONFORM TO ASTM CW, WOOD SHALL BE PRESSURETREATED T YELLOW SOUTHERN PINE WITH AN SG OF 0.55 ALUMINUM SHALL BE VO T3 AND BE A MINIMUM OF.12W THICK STEEL STUDS TO BE A MINIMUM GRADE M AND.N5'THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT f%2]S'%.3}5•MUILON IIj�TII II .�jI LEAST.125-THICK AND A3fi. ALL ANCHORS I WO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND U�U�1 • • THE MATERIAL MOA*12 ANCHORS INTO WOOD MAY BE STEEL, ISS S.S. OR 410 S.S. PRODUCT REVISED p1h9In9 aIN the FIOHEA 6.110 .6 Leee 17 063OA1 NOA-No. EnplmtIon Dote O6/26/2O21 E Miam ronuo<Lonarol . Jtlll111}a, 4A�aONY LYNIV4/C'.. ' P * : NO. 68I05 A. LYNN MIL FLRE.k : TABLE 4A t1.5...b ux�tw. � _ �� Muuoa.cawpa rm¢ •- IW'yCNfal6'SRBMIOnuAiCral eiORaNrN NoleheWrMm9tldlb - "' _ .. sPma]OID _ r n - F _.. fipN ._. 10JF .�.� _vIMN 1401 r Y1WN µ. _ '_ .4 n' T TImO euesPO T2WT9 0:. FhW^6W PU T MdvIK{ Atoodln .TM�I .^S VCh 0 GMLtmpam Tao LmdnO %'SiLlLi I01¢ ' PxMO a• PEVT6al91 'Petlm4far TR 3 4MW0 La'Alp ImdM LvL&N .�Lwdra FaGanA tA1dnB dWdW ".--�lwdn0 lm.nOv` 6t' •vG,G• JA LvayW 4udnB l®dn0 lmd^B i anba Tb.Tic a.� 3. BA R 5BP b a R.- tea, d' Tig! bR a � � B � egga dF e` a UiY f FJi t3, ':TW tjfa - TIT eel li¢p tryan:.1N IN -),l 4783 WS U1Lias '"r e1p r5 1m0 lY0 '118.6 C�109 6L1 =0ID I4eL3 BL]' mp Bn, TT"IM0 art01151 �u .jlY pBt OLl 2.1 me 1t3 -36s 1p Bel f!, '+10 OB L50 31Y SW 341 -1]s Isa- raja g 21A It. 1id n3] m: pj�J. I 32 A) )III a Im �!} ai lz3 000 55.> ]Sa ne 1B5 16] bm TJ! PY vat OI M9 w SW 24 3J1 nv m.e >}I_ )d3 Ifl0 NI m0 L•a IB.] i5.4 v M> 5l1 w IOi 15! 381 :01 j as e f_¢�'}T5 w,e ize I IIIB B1s sj. Z rep iAl'hb Mi ^v 'z3 5 Ns )IAA ns se Yls <I Tu xB ero 6U: L e aY: Si 0 1 e E tJz 17216t .9a BLI &r, 1a4 BLa ,xV RN mN -WU W31 yh IWb IitA ISLI 04! W0 521 I3a '81 3I.1 6ID 6)I I Wr t50 w idl Ha0 1p0.0 91 0Y1 Sla u.l ]0.1 31.1 L B 65: IBB QI MI ]t0 m1 b3 ItOA MO I3.1 m1 4s me ml al Yi9 S)1 313 W! 339 xdi xeI Y1.0 IBI Iaa 41A Sr] x39 'wU 110 N! x55 ala32.4 3S1 2Y Txl B 5I.1 n] 31.! toe 6)B 5T1 W Im x9 Ml 65A StP s1 ml 11.0 tee ' N! 43 a]6 ]BO 310 afi 133 W.0 z6.0 N.3 151 Yfl STI SL2 ler u0 M] ".x] BLB 4)a as N.p 1fl1 6W 159 131 ]N x]6 a1 4]A MB Yi) xla N] a]0- 011 613 wT 3!B SIJ LIO 13.8 Z.1 :1.0 Bm 451 Ixe 'JZ) YB J1B no A.e 18.0 u] 5N 571 y.R 407 ]9 55) HO 10.6 a.1 7 Hl 9a �V.0 D.0 103 IYS YN in. Z2p Ut ZJ.3 T>a 11.] YA 1' 50 Yb ISI xa 1Y3 A3. TABLE 4B Anchor az Table LL+ 1hfb6rtty ].Sfua IbIW CNII FlIN CeN PT NbW Ise 4MIm1� v.•s3 E]a Eko a IAI npsm nxa eu stW ArcMTYPN 11PEIw N0evvn IMECo 110Acm yle". lmsm YtCF 'Jham W'Eka N2cm AWv L u eQ AgeG9Vl 5vm NA 6vmt Pr]1 B[..w AntFDtCIP Pa0ema 1• Lt? }Va' I. bVf f R.]P T }:T 3' ¢.tl' ¢sl' p.Re' Ee Me -PIS f ?tR' T 41ff 1�114' LIN` LL'4' 1-IN' 1'M T 1S8 IdIT YNv EmNORmnln 1N1`- filN' 1YP Cv alphr 36pIM 3NWv r<p0G J]4b fE11m FBA MIM N3 M+ 6W Lv 2NeN @ITYM.OA /91mEW p�O3ea O1PIGb 1R ]90M ]9pb 16p nv Mna 4'A e"A I6v WA WA WA JOp IM 66p Wv WA W4 WA Tfiph9 WA I<Olm HIA BWA WA 10WA PTIEa 9WA Yfi3 s 11Ad 113Db IMtI'mG®1.I4MIrt a.G/fiprtlaE WCIXeUCIp IFk x2 4IMMNQT MIryOG/PI'hJAnYMGl2G /IFlp. 9$ TEp IN iW bB MUMS 1%0 We 1399Pv Np 6f WA WA WA WA WA i19 Me 1 A2Am 0. 41'MM¢.CIUlJP. nlv.IxAAmn.61 x WA WA WA NA WA XlA WA NA 11f ICv ]Ip 18]Im SWA 4aW tinlW a1 Un ABORa I MVIV IFNp¢b.9k It9Pe Im. WB3 M"s S6M IM R] UUIm NA WAA WA WA WA ]41M 4U'PC 5001m tglWlen l.lt Lb_QCIF91�_ay. 0! tlUa' J1U ¢f W4 WA 1 N""Onu.'JES �R'A Ae...es WA 1tUlY nYDNJJ qU%: - /` '4UEG Eu3m Lwr.is E%.V/PLE ON EHEE, ¢ � r G F / I 2 Ticz a Y u U x= 0 0 .N N TMENTFORMULA: E m0� tl')vMCH0RCAP.- TAJN THE'ANCROR PRDDU CT REVISED WESPONDINGTCAN PIYinB w]N No FIeHda REMENT FORTHE NOA- aeaae ERTHANTHEMULLION NGAl4e. 17.0630.01 CAPACITY IFROMTHE TABLE OFTHEBELE1 6pwtlon 0ate 05262021 MULLIOZl'M`ILL YIELD AMWIM JM rv`IHOft BY CAPACITY WHICH MAY BE USED TO QUALIFY Mlam-Da roauet eOntrol ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE T _ P,USE IHt S.PME,u;ICH�n r A7FRN PI-D A. �.n _. .. ,.._ ,.. �.�CIRCTLOI, r .. uu_ ._ . FIOURE2: TABLE NOTES: }�¢'�J� `/ G o/W'�,� SS INFORMATION i.000' FIGUREI: O INGTRUCTIONS 00 E TABLES AND SHEEf2s FOR ON LOADING. • • 1 SEE SHEET)FOR SEE SHEET82-0FOR GENERAL INSTALLATION METINDS. - 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE. FIGURES: 3) MULLION AND MU WON UPS SHOWN ARE NOT TO SCALE FOR E%ACT DIMENSIONS, SEE SHEETS 21-23. 2.750' HOLES TO BE GRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-M FIGURES SH06Y SUGGESTED. APPROMMATE HOLE LOCATIONS, ILL ANGLE CLIP MUSTBEUSED INPAIRS, 4)SUBSTRATF9'CANCRETE SHALL CONFORM TO AG Ml SPECIFICATIONS. HOLLOW AND GR0IlHRI1ED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 4BD. WOOD SHALL BE PRESSURE -TREATED AND BEA MINIMUM CF.I2S ,�• FIGURE 4: FIGURES: FIGURES: YELLOW SOUTHERN PINE WITH MSG OF 0.55. ALUMINUM SHALL BE 606TS THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.O THICK(18 GAUGE). STRUCTURAL STEEL TO BE AT 1'%]r5'%.fi50'MULLION • • Eg MATERIAL. BNt2 ANCHORS INTO WOOD MAYESTEEL 1M4S ORR410 3S5LTiEW D1READS BEYOND . 11111111I/ pCENSp' N0.511705 P.E. T.b. - v v 45 e� Tu50 W0 3g Vd �. a�, @ ®� a Y e� uul 1T1F FA n0P lu InI 1" n0.o 4n IQ In "IIS 1W "00 ss4 f]oe GO Iron 'sH 6A.P]SN I]0.0 r11 1r0.0 eW 1N.o d96 tN.o B31 SdN PO➢ TT I'7. 772 IN4 Izs IRO lBf rem +592 rn D+.1 BQ T2- ON1a54500NO514 maSM16 3A iM iO3 zW li.v we Ten m eaI tm 2.4 se] T!3 eN Tat On Q]n 4b 4.0 SH EOA No 47e '3M M.r 4b 4an 3w 71 317• II] ]S ]QA 312 ]C.I 9H 26.0 MO R.1 36 91 EO IPQ 1 20 1.. 1 06 1133 INN, eel 90o I Im no.o m nn0 1]Is IL5 fi00.603 Iem, 14f11 B9 011 NO ]iA III ]0A W9 60.] T31 ]0.1 sd8 Md l01 OPl `A.t K+ NA Xi 614 M.0 4n 365 5:1 403 49 qx 1BA yA ]0.1 15:1 Y9 oR ]Sr 352 3M il.l 1P3 103 ]Y io0 'z50 TE9 10.1 E2 15A 3aQ IB➢ 349 Imo 140.5 I N.0' lye U1.]• 1. 1r0.0 /x 111.0 10.] Of0 Q2S. 11-•'".S W]A¢' 5$Q v:'i15f '11QA.:® v: 441 ] ehs 4z o]s "IU e)j a0 83]1 nl 1]A9' M,I w M 539 463 !ID m R3 WA 6II ON US ON NO bl 41t ON NI M1 u.v st4 7..3 421 2]A 514 S)n 4n Mn 23B 452 E.e ffiS ..O m ffie I5n rsl fe.o 10.] 13.5 faQ 3II xS0 IQO 14.1 3M RW 143 1to IM ]aQ 1.6 n.e Zn 24C "N2 1]0,0 >5e IWd 1W1 np.Q eel w4 Me Ias BS 09.d U.0 T31 M.0 b4 ]A1 TA a1.1 M4 st3 5x 3tP sa4 sga Sw 25.5 614 in4 {2 30A 5t4 NA 40] tAA 45x 2d3 ]% 188 452 II.Q '35 15.1 ]sT +az 2n U.Q uT 1s.c se5 1.5 T6 A.B 2n 11.0 12 132 1 M OA m 11.4 YY 6T 3® lal 2V TABLE 5B MCMrna ad TeNe sYhlnle 2T WrtI05 SSkf C H. O.IV FNPOLYAU PT1ltl NCe ytg6co 11'e5 Fko 316'FJ[o VP 59 Fho 9W 9m M]slPtl Na1C1 A`darl➢e S'IC Btewam v(Deoum[m VKyn NBF1ro Lnlam v(ikoVerupn �Py�, y ggp!m agrtgav stav(615un tGT, Svav po] Mehpftlp patlem5 z-fYl r bYl stA' r Svx 1' z-vr z sLC P pda• vs( os( Eb M#n[e ON +• 19If IYr 1b( r t-v4- t0 wa• 1-v( 1-11! z 133 tSB' 'a'e5 fmllvnee n ISI• aMK P00f Mllm 1WD5 90K xmCa Ytl FS 1 Id01b PI RS WK WdPn X1M 14K 5YK z AKM 5j 4]YIAAQG/99CYJv0®d Clpgip ll mK 3MK NIA WA ILIA WA WA EQ3M 5MK 11SK aArclm®1.W \IM1OG/8' ` NnI961 C11p 4x) 69 ea ]MK 161 E5 iM e6 WA &e IM IOA 15m 1b NIA Imin N/A WRt EMIm NU iW 1p ][51M NIA d®k1 WA Idx3Po WA 42M wA 81`K WA 11IDK fOnK OAr[IM®SMIRQC./T<!•bSAIBk LI•9109114 3Aftb600''mKoc.I USAp, Wu.1IT AlYIL ft t1 NIA WA WA WA tIP N/A WA NA IllA I.B Ii]Ib ROFs i]I IM 'Allb tArtbt/FCilp Qig 51 1M Ef tp11m 9.SK N51m' an XA 1951m 1tlK t]l lea 901m idr 155 3b aClb 5MK xMNtn®IfY Wn0.Q/fC_ty_plg 6) 3m F5 9bu6 .�..�.�.-....•ur.�.•wn�Arr.'..ca WA WA N/A nc yccreNlldVlS N41 IMIm f.'Ip 1!N WA •. NIA WA WA Mi kS •�• FIGURE 1: FIGURE2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: • IFIGURES. ILII� II • • PNCHOR CAP.,,,•,,,r\ _ANCHORCAP.- MULLION CAP.,.•.. FORh1Ul 10 OBTAIN THE'ANCHOR REDUIREP CORRESPONDING "M AN RESEUREREOUIREMENTFORTHE WHEN R IS LOWER TPM THE MU WON ' IFROM THE TABLET OF THE SAECTED TABLENOTES: 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 BRTWGEN MULL LENCTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 3.125 3) MULLION AND MULLION CUPS SHOWN ARE NOTTO SCALE FOREXACT DIMENSIONS. SEESHEETS 21-23. HOLES TO BE DRA IEn IN THE FIELD FOLLOWING DLMENSIONALRESTRIGTIONS SHOWN ON SHEETS 21-23 L FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SU&STRATES: CONCRETE SHALL CONFORM TO ACI WI SPECIFICATIONS. HOLLOW AND GROUT�FlLLED CONCRETE BLOLK UNIT(C1AU) SHALL CONFORM TO AM C430. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL. BE 0XQ-T5 AND BE A MINIMUM OF.12W I•X3.1z5•%.5•MULUON THICKSTEELSTUOSTO BEAMINIMUM GRADE 33MD.04G•THICK(18 GAUGE), STRUCTURAL STEELTO BEAT (yVF MULLION) LEAST.125'THICKAND AZN ALLANCHORS INTO METAL SHALL EMEND AT LEAST 3SCREW THREADS BEYOND THE MATERIAL. #10 S #12 ANCHORS INTO WOOD MAY BE STEEL, IBS SN.OR 410 S.S. .[AIIIIIIIIIIIII PRODUCT REVISED "0 Bu5141empn0ryryin9 wiN No FION@a Cade NoA .. 17-0630.011 GpbaHon Ua[PQ$)16/$Dli �.; No. SSTOS TE :Y446 /07ONAL ENa.1�. A/LYNNIM111ko5, P.E. TABLE 6A 1 1 1Wx kN M.G.n CapBOIlYT FIe6EBMIf aW xA,. ry .f. p Nt r'L':OQe D19 NMtl111arteNeB'k PaMi5 ininlvre)or OPenln9 Ha1g1a hvrlo11m1miYaPelrlr9 mJl(wv) +,+. Y -' x +11 u1 %, ""• •.H ON 1Y 1601n Y`3 . >_ p%.'!^• IW a,•y1 -]JIM.; '% T{•^ ieplMuq:: f]Maiv9+ItC.lmyf B P 1 91d .Tmp'1Hup Re nFOir Tk�ll 00.'IRaab'p3m' 'LuWA' TvMllmarjR B q6Y TYapTAe110. IwLn9 IReh4VµW:. laelnd'^' ,`y mWMmq IexIN PaerztpJv '. Lce'9M• TmNMmO WGnO ^' Penynp➢af Le^&9•r C.'. ii �1x6}.125 ""lavSnB latln9 LminO 9etln0 IDAJ 9 ''A«3rN `Lu®rro "laecnd In m�A : LmMB r gIm6nA Men] lLUSIOn d J & 5� S 3sg r� .fie 5 _��' 6 � � gg � e� a� p n� 6$ p Y� p p g4q 9� lma 1i6 tmA i« lma m 11a0 e60 IlaO @5 1R0 TG IRo 91a 1m0 1116 Ime Sil ImA 1N0 I:nO @1 11. lea 170.0 sl tJSA Iba tm0 521 ]a.9 IbB IT... @t uN JBN t]ev AID 1IBa me Inc @t Inc e'A IRO 3M 1m.0 9R 1TOP ba IR.O 1113 Imo PoI 1m0 ISiS IRO 6]] 1'8.f 1MJ 1]40 6W 1]0] 1]Iq RO.a W0 ttl.] 1YA la0 6W ei.] _t]W 1m.0 6M •A.F15m 1m.0 Tb Inc WS I:AO 850 1mA 6]I Im0 tOb II0.0 6& 1mA 1194 n0.0 �] ISA1 13ID,Im0 ]R I. Inc 1 ..0 iY 1:/:I IA: 1RA ]BB 1:J.t 1A3 im.0 ne eiA 196 Imo ]se MF 1]OA m] M.'.0 'oi3 IiaO GA :]a0 ml non 1110 lino 1. 1%A 1f0. IR0 111 In 11# 1m" NT 'm.5 IISA 1m0 O56 tOlD I1R IR.O ®1 LLx I'M fine 6b1 na IIW IRO ml 17. 0a9 900 Rt IN.11M2. 1R0 ]9] A/33 16R 161.1 a@ 135.1 1M3 V1 BV 1113 1063 1]6A M' ']l.v Id] 1'3 ]A1 OM itti IxS.t ]R IIS 109 V41 l63 626 ION 1AS.I i] WN FN: B9a 1SC0 535` 2'rR" IBJ:B 'sIB; f'T• "9�. IMi 1B I.A. HJ 1310 ]62 f0n0 a@ (IN 1 m0. 9nl W3, 11a1{ h a Ira"B�', ][e1 115 M.09# 1YS ]«. W.'{ 62 1M0'iN• "en9 `eO' 'Aa1" HT 69.1 MI M.6 71t' hIV AA &9 'Nf, PO'J ,1 ei1 Im b B+] 1]0] ]58 ln.i -Y+i .'In.1 i1 i o49' 1 ! ] "n.1' Axl ^I" f03S .rn na12 P"_I IYn!' 619 ar IJ2A 1L9_ ]MI' 1+YA t133 b9 J¢5 131.8 R] 81.0 aJ9: `14nf %4fl 94.9 iM91E0A OR]A6 &9 1] -¢e' 01✓ •9A9" e{>; .6T5; 'M.A ^a69' 19.3M9 act tb 125 6#' iR8 a1O 1211169i �• T6M 11 a.5 ]@ 11a.1 WS W.] 1@ 1e28 66] #B ]@ wfi GO Rx f@ a0.9 @9 65 'T@ NS SA he Re 602 .1] 1. 762 me a@ JI] AS BnB In ..1 ]@ WA 'b6 @A N ]4.4 W 59D 9 04 flT1 61I+fl].]0a 5]PI3O4 m14A: ]A1 f 106.0 as T 0 M39beNa #1 J 21.7 .W 4..7 0'19.B M]W] +1.B IzMm Swno WYG 6a¢+1 JZNI4 69.7 8 6J3 b. J30.1P9 : b3412 ]9b 4" ]A ]IA bA #3 BaRtW 113 6TN7B NAS MN a},> ... ]35 S4 37 1%. 3 ]]Ii 'nA.]l ]M IMF 1eS 23 3] 1E 3.1 6 5F ]S4i 2260 m5 m9 3]xl-jot 16J ]n IRWWm ]W xl.] zro 11 8. 112 at ad 1«h TO xfi 172 tea - 6y6ay:c THESTANDARDCLIP z]N Caxl[m �clMflitn Im .0 Fem GN Fi LN»1 ab] Fye I:d'66 EFo MISOco 19'83F ole CI[el IIx6W a136mtl Ms6Yrypc Wla^E]m1Am9« IM'Etolmxm y16 Mom 11B'E¢a UOsn IN'Em LIDxm ApOrt3tl! up.wn A.,K 6arcx(G616uev m5l 6[lax (63] Anch08COPPOtlMtc r z-]m NIO' r x-I? I' I 2-1W r 31? z M, a.A• a.9xf• E6wpBWt. On1 P x.f/z T I -NJ• 1-tld' YVI' LIN' 1-t/d•-Ifd• T tb6• 13A• w!<a EmENnM1 MY 6Yd• 1-Y4' 4L1' 1-Ld' m015B ]SIM ziClm >z4 ae 6M Im New. ]1IY6 «xlm 6WM zMCIMa 1y 4.]s Min 0.6./6mNvtlmObal GIB lFlp lark 3T+ILB xWW 4501m fi90 ma Ia«b zrOlCe be WA aW ISe WA Wx NB 6951M 11]OIM IAwlwn®tn'M111n.O C./6WMA6 (Y diR9110I1IGIp. Sk iM Bu xMPs Helm 14101W 6@NA NIA %aim WA 6W WA WA I be 1TN 8a xN01m B ArcAas®L1SMh D.C.I6tlMN(orOmNGIp T•Y 4r OMPB 1b0W WA WA WA WA ]Wma WA WA -TO-. WA W5b MI h. 4 Arcmn®3'MIAO.GIOI xiSAYla Pbl/IFp 6} mOPa ]tlORA We 15M ea 16WM XO Ra 3a'llm WA 7" IM Na Ia931N Mxb 169069 a Pncmn B9'MR O.C./p1229 M-0Ia GbB I(Fb;M 11m Wf 11>a Ne 1@ab M10M 2GIma 0f01m .1m WA 11d01m '.1.. WA 1.h. WA NIBb WA 1V11m 1]nW Na. 6B IIR�a4.^. t:i.OGlu01 ,L.Mo.1]5^ALT.Ia1B iF :bA xIA fvA WP IVA .WA WA WA__ WAS WA WA 112: N!l. 401 W: WA MJM IIM t6 . $AR%'n D221 MF,O.W FCLFC. 6I . 1MAa •Faro 3w:i "RS-a .. .. .. 4fiG WA 261'M tYA «'S!w .'.91M M2 Bs "9Maa _ _ 4AMmBI.ISMF 0.W FQ (-19:81. 'ac , WAI WA WA WA 3°gha- W9.. :_NA' WA WA WA NOTEFORTHEOI- SEhl P, USETHESNAEANOH011 PATTERN AND MIC [OR) 11 UESAS y i T ,ry 11 x 17 1n'. NF9 1. L{A D o w j k � �U m F, Z" E HICH MAY BE USED TO QUALIFY ANCHOR OPTIONS FROM THE IAGITYTABLE --i LD00' r TABLE NOTES: j SGUREI: FIGURE]: FIGURES FIGURE4: FIGURES: FIGURES 1) SEE SHEET I FOR INSTRGCRONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 2A FOR TE Me mrum IN LR ALLOEETG SN SON • • 21 ]d FIGUPEG SHOW 4.000' i'MBEOIRILLEDD MUION�FS ftHOWIN00 ENSIOAL RESTRIPCETNIEJtnGT UIDTO EQ FIGURES: FIGURES: FIGURET: SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED MU)S A-L CONFORM TOASTM -el WOOD MINIMUM URE-TREAl .125' CONCRETE PINE WITH AN SO OF THICKETEEL SOUTHERN PINE WRHT( BEA MINIMUM STEF1 LL BEDNWOODSHEA ALUMINUM SHALLBE 1 STUDS 10 BE.A MINIMUM GRADE 33 AND,04S' THICK (18 GAUGE). STRUCTURAL STEELTO BEAT LEAST.W' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 410 3 I•X4" X.I2 ANGLE CUP (FIGURES SaS) MUST BE USED IN PAIRS. #12ANCHORSINTOWOODMAYBESTEEL,l& S.S,OR410S.S. MULLION 9 o W � €O PRODUCT REVISED eunemglyintlge IU the RONEa NoA .. 17-0630.01 Expiration Date 05MG12021 By Miami uet oet. No. 58705 *S A. LYMNMII FL P.E.# I TABLE 7A _ .• ._ -. ,.- v ( L - MyIDAnIAWuNTablellbslil� _ •. I .. � LTI 2•^ i.f v n _ n �Op¢n11gVfAM (af lil➢LAMe mmg lnlOQre orOPenmg X019Nt 0m IBnIbiAlaMaparnlJg UDBIq) �. t ` ' 1 - _,.y y r.T"i ,_, - � 601 l r j WBl r01n ! / i.Wln 1 -^' re0m `rt1' IWId ,Ii / iIS01n 1WN h f69b -' Y xB M Ru'Nry, TeM e:. IJeGIvt:ownq''I<a®n0 'B.•`d:W'I pena,pl 11gM!me ,:NITeMAa,QWO bBEn9ANh,. a•r Tine_ow bn� L�}Ea $�-S$.�. ,mIS E Sa �i :4 ��.-z•. �4� 5_ as �IN. 144 z:a. Las -@D 115 IN. 74' r/e.v lID' n0B BW tVIA '3m Im. -Wx tmA s1v 1]DD n+a IN. 'u1 1n.D IM 1ra0 ul IXO ISM "n, @Ims '"A 531 O IN s +i0➢ sn aln .e In +rB.D 1]S.D An tmA iipA'a1 HAA 5`A IN., aw nD.D'G':1 In, e5D IN, YID] NO Wt INA ms 1N.0 8�170.0 w7 17.. AN nB.1 IrW 170 sWIW m MA aI t51.e x@a noD aW 1. 1710 rsa i]nD Slm,naD JWtat±l lmn rEe t9Ga I%G np.0 JY eBa HAD ON +7D.D QI -7 m1d IN0 M IN, uva INA 7� INA ISu INA'1.711m0 lOnh'I Wln A tYUD-I91 1i>0 747 064 IN. Ima IicD n3 IDI INA 1700 es6 ices IJO.D 1r0.5 WI .rPl rz t g0.01120 me IMB Ir00 1% OR b➢D q0A tr]5 141] 1IOA InP SJ. 9N no 1P1.0 +m1 ^J. Im Im0 5';! 'v» IRA 9! f","3 to 10.0 l4: J94 0% 1Y' 1Jt3 a Y60 llix R.o•pm 1619 i3F' 119D (eA5 btIJec 1D9 119 111A �IW] \9f i Ir0.0 D0.0 �HI ml IRA 11 T', tlla 0]S 4f Ine Yw0 1N] IR.D Ii0.0 t� @t I� •}A' Dli-. 1iJ! ll5t rDQ 1116 'fIl4A e'-0 il0 3ai"IT"➢ 9s4 j(rQ itmO tT9d L {i_;13bA • LOA 16T 1t4�llme 1_W:l Til11 HIB fl I ie 1D1 .•t i IIiD 112 Gte 'Kf3_(IMP tIw Se�lt$•'t1aA t$B S BAN iTf.p_ eJ Vpur eg IZD 1148 1ldJ W' LJB.Q 1�:' 1 l0 teA \ b I� B 'Y 1wB117�I _ 14 8 :�D iIYO N35' 1L.a iD18 d0P 1 I17A 1@1 li< Ixae }0 {i ltl :+Id.11 HW (N] 110.a 'On 1ID0 1� ^t'• ISDe P2Q `-i ;2 IIM 1]'.j. `IS7v fl>IG LIpT- 111] I330 R.e 1n']A f0$6 1 1138 1C1] 1012 1J4013 H. 1leA ,VIO Be] 149A 1101 1W.1 IDII 1]83 1101 \]BB WI 112.2 11w lif.7 FJB OB.7 .1w 11 e.1 Bw 00.a Itw 141.G BII ]14 11M Bf.B ele 6Af 1\tl1 11w B11 ae.i GR 881 3e.1 61.8 IIBI 1131 B2f ei3 D'd B10 IA In F 111, - Im, 1131 INA WT INA 11w M7A 9W 110.6 112, rze.1 W7 iD19 11. I15A 01 @.5 1124 1018 .1. WP 1124 I" AN U2 IIA e9A eW a9,9 w3 ]X TS M 21 e Aa 711 W W W.1 7 WA M BI <M OA slyTa NA e RA BM e> B WD. in., A .1 SIT 712 W1 m} T43 m1 WS 45 . 42. ett 5).1 }m 0.1d 6W >1.B ]13 ]B.a eW T.5 ON .11 .1 74l .11 AN 74.2 r4x n1 &2 UG N2 11 18B w1 51] W.1 YB .WA 4I., 5w 'N.e :W 3rd I lw ]l.l ST X2 In X.1 58 DA MI Y1J WB ffi0 4TL "A IB.a OR 50s r41 40 1a9 +eeN' 626 69 819 a70 521 509 5U @I N.r ON sss 31.1 4m le.D sa ]xl Au ;11e s7G sss sA9' s]s 4Ga Sss tas IBs 113 css 4zv M u.D 9s lav u➢ av ass 21z 4n xee xs fl.2 IBr e1A sss nl Is] x4e MA 414 35d Irs NO W9 ae In zld 4w IB.0 4n 21.1 9s ID.B qs IG] al] 14.3 Ira R2 7e! tIDm Is.. D5 M.4 W 3e.D In wo IS Yld 415 ]3T IA NA 4J5 tuN 204 SaD Tlr ]If5 II.D 5d0 al WI fee DN m] 2a] Ies ]]A n.5._...- TABLE 7B 9JaYeb. 214 LbortlO �n15XGm.y NU. Wu � FyNQ AT WOY O'etN _ AmhrtYPo- 1•I6'E2e Nt•¢m 1MEIm NIM1 MISEte IB2iT YIS BeoNeaon 116'Emo @rtem 11f 66 ECa LIGEIce W,Bm, VVUMk p®eby a10S@ ]enW ln7 .2811 eA•e. Ttl Mx61m 6mxy101 MCIIOJCAP Pa011lli EmF Chyme plS Empmmm�l V 2Anolvo®I.Jr ux. nc./SMn®Bw OlReleup tRp-+axx I Arspwe®ixS MpL O.L.IfitlrA®e(tt CTe11CIIp File. lj SAmpom®I.1S MIrt O.F I6bnEBGIo r Rnd)CllpnP9.4j I pminm®TNIm G.G/W215411•e Clips l(Fm. Sj BPMm89SWM1GG/W35 Aye dal Fq. fij I Axm4 Ro�5•JBf. n.0 Lt�v^q, go.l]5•AOo4�R2R -2Arclm®26"B'T4CIF-0¢IFV:4j "'l'' 4Amkn 91.1S4x O.CIF6pIFy. aj r I+W 6W Ib ]W Ra 9W Ip1 RDlpa t1JDlb _�/A DSia 40e RI 2VI uv 690fe. 1' 4sp m. i-1l! 1-vl' aBBlm 111Y t• 2.11t z Vrr avf• faNOe ZNIW ]H11EB 1' $1R 1-v4' 1-- SSI W[ Jmm Y «v4• nllb 3VP I-vr L°4 Ls Y Y wOPe GiS 10T wtlps 45x' LV6' ux Ym p.Jxl' nld a'. Jfalm INN Im jmlm IIJDIm W_9 -uQB,-...x50Y ltlilb' SWN WA BW O. lop ba M•Aj WA'- fllplpe WA 1%plm 9IDIN _ IVA _TYiN WA 941M WA B.tl IpO WA WA IW Oe IpON %DIN 9W Ws R6M m1 01A. BNW •YA WA WA 15Le I4w A'i'b a/A WA BW me WA WA WA WA WA JW Ih 4IA 11IOG NrA W+„ Y/A -LISSv 'W"A N'A' NA NA JIB Iq llxl ma NA WA "WA BN0 NN' Bpp Rt 1IIDlp. WA BW 1h NJA WA WA InNmg x6g0e WA WA WA I lm M&1M F-- IOame W_A_ %1M Wxam Irll lb HAI ablpc IYllpe F/F xY4B 0s ZNIN IfWWe 190 Wa 1OD_m SiIG -tipb' M21d CBSIb' NVI[: TVN I ... ......... -........... ...-.._ FIGURE I: FIGL'E�l: FIGIRE3: FIGURE4: FIGURE@ FIGURE9: FIGURE& FIGURE& FIGUREL ANGLE CLIP (FIGURES SSB) MUST BE USED IN PAIRS. )X (MU ANCHOR G4P.n,.•.` _ANCHOR CAP.., THIS FORMUTA TO OBTANTHE•ANCHOR kcI REQUIRED' CORRESPONDING TO AN JALPRESSUREREOUIREMENTFORTHE I CAPACITY (FROM THETABL'E) OF TABLE NOTES: 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLESM13 SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAI.INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS MUM OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION ,1 S SHOWNARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21.2. HOLESTO BEDRILLED IN THE FIELD FOLLM'IING DIMENSIONAL RESTRICTIONS SHOWNONSHF 21.21FIGURESSHGWSUGGESTED,APPROXIMATEHOLELOC4TION5. 4) SUBSTRAT44. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (OMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN GG OF O.H. ALUMNUM SHALLBE 606STSANDBEAMINIMUM OF.12YTHICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND.DW TICK(18GAUGE).STRIA:TURALSTEELTOBEATLEAST.I2YTHICKANDASBA MNORS INTOMETALSHALLEXT'PNDATL T3SCREWTHREADSBEYONOTHEMATEPo #106M2 ANCHORS INTO WOOD MAY BE STEEL, IBA G.S.OR 410 S.S. � � Q N L X qqm 1 Y e O X Q $ x') O PRODUCT REVISED Cafe NOA-pl>in9 w+N Ne FIAHBm nB OAJ3A. 77.0630.07 IITIONAL ANCHOR OPTIONS FROM THE IHOR CAPACTY TABLE f 4.000•: 4.000 = * : No. M705 a� =a'. ; }OT'. SATE F 3T5' .37Y ;' (� '�eFfs/AzORIDP ,G�•�\ S ` I•X4'X.TS'� l'X4'XA>Y 1 A`�..I(pL AL° Nhf4bE13BP.E. T -MDLLIDN MUWON FL P.E.# 58705 z- - TABLE BA iF N Mari Capat Tabb h i ,a1 a•+IjM i-B ): f 5 5^f )iv (>- y1t OP nNDWldm (fNt%Afa6y-6Polw(g miLOro) (OP nN9 HelEh1 (!o(h011mr/ahyeDemlgm UlOro) -: :' a Y WI IDln `�WI 1'IfL . "�- W1 T N t00h>iAA. IIDIn °'IUA i %5� 160 p i ] .st T Wln , ' y ' „x ++•• T PTIan9 Raa6;l6'101 1nPTemA p3 RMMOWa! lI6pM • -W peetmp'I TnMN aV:.. R tl nWl BTIaNM e9 PIYMPBaI '.eTIWITA¢i0. FTmPRAMG I�amwyNl TWII'Sllal9j "•MYnO t lavAnB..: Lo3M0 leM 9'� 'L {BOdNu .`_luamt0 L sE 91 4mbri9 YGaAlli . "bi30 it }w�ary a*v loa�6 ` lm®n9 `Im�N; - u::taa�A,_ " LmEnO••! Wn04 - Lyzyyg-� yy z � g �� 3� liaTl{'' aT 00 s n 6 n4 fib. NE UN 11A0 BS 90.0 U! IAO ]N 110.0 Ii0 1]0.0 8®' IIDO OM' 1N.0 Ri IT0.0 310 1>OA I110 IID.O 631 1]0.0 1L0 HOA W1 1N.11 106 170.0 sm IAA 1735 1N.0 5i1 1818 IM 1T1.0 52, fa In 170.0 nN '110A i5N I70.0 O50 1M4 0G 1)0.0 M 170.0 Cb Y70.0 II]] 17" W1 INA IDS VAO Bq 110.0 417 IID.O 880° IMS 1.m.0 um 1G3 90.o eW 115.1 15M NAO WO W.Pdin 1]0.0 ]U I100 W] No0 W6 PAn 6d1 n0u IGe 1100 &Y t]0.0 1t.5 I100 Tt] IM INS 1IDA ilT 101.0 1166 I]od ]W 1]9+. IN¢ 1h0 i66 I'M 140 INS ]56 IGA 1W 1704 m NN 1]AO ]ai NOd BII IIAO 9:A m. 6M 11A0 Ill. III lF I.. IT! 1]AO W] 1611 1516 1100 Ll] 110.0 'T8 1R0 61 1T1.] 196 1i00 Wt 1G! 1]]8 IN.O W1 01.] I]l6 IT0.0 WI -;TT- 11A,3 m IA.D ]m I110 -mW IRA ]61 i3L 1150 ti10 6R 119.0 !I50 ICI.I BN 19.8 11Y IWO B18 1112 11. IEQO Bfi W.1 I1G IaAO WS 741. 1158 !N.0 405 643 1558 14.6 BW 1]O.Q, :]ISt '160.1 ��I. ;l]OA .bill( 1312 yG6{i .155E 85] '1T0.\' IL51 113AI .'fl'd]'1L�1 IZ{a. .6P 6Q1� ION. i]}l. OA1 WI .105T :1193 a]S IWA. 1051 110.1. 031a 6BA 1Ri1 119.t-df 1 ] 131.3 -[M flB. -95] 1M0 htl 1G "fd}` 1z1AT"]li '9L8 ) . hG 1o00 m '39) 'S9 N!9 IN"Y3 BSl L99"11T yin fay all imT W1 O JaL3 A0 '899° 10)].]1 .B9` 1133 9!1 91B"80{f A01]Y6I1 W(: :FI° BfAI ;!86p' Ltd 601 4, 650. B!♦ 9W .%P4.2 4\8 601 13] W] U.O ON WA Y9'iWl eW vs-LEB MN 10BA Rl 111A WO 012 ]33 w2 ... )62 TY! ..1 BM WI )!] 'B.i 608 60.0 Td l0.a NS N1 iE 65] 500 75.9 l6 Ws Si0 N.1 ]II 'A.l W N3 ]L eat 58° 555 >BN 1013 W5 1MA Wn PII 86! eB.O SW R] 6i5 R.6 SR W.3 !W N., %e %3 805 8A5 560 XIS 6W 60.1 51J U2 085 H,J 613 ]52 6¢S 61A 6]] SLB 60S 00.] 5.K WF ®Y 015 Wa 'U1 N.B 516 51.5 49 ILI 51! 50.1 N1 113 SIL. NA M J86 515 MB Ia3 Ao 518 ]1.1 tE :a4 sls .1 11] Zd3 !IS ]09 IW YO.B !Is iOd IG 96!a SA] 4Sl SSg IW IS] IS] U.1 ]W ]L8 N3 4A 191 NB U3 .0A ]35 JOS a5] A0 3m a13 IA IDA 3>a 'd6 IS] ffi6 ]W IRI N] 31? ]W 1].0 IW Il9 ]50 R N.1 "-d AO 3L1 NA 156 28 ]I8 D2 WO Rt 3D 3JA Se' ']S] m 3t] ]68 32) ]01 141 3`A 9L8 8W IS9 14 160 ]9] I11N JSI H9 ]58 S6 A.a ]N ]0.1 a a31 ]m .1 33] ;IT ]ie 212 D3 19.5 ]]B 20.9 1W ITS 3'J \q T85 IION 'l].e itl 'AA ibl IJ3. IB4 Aa XO 140 'A] 11I.6 IY I}A iW 181 35] 136 'tl0 lal 2l9 INF IO.f Al 18.] Im TABLE BB 0 su21We 2tt m[me ul3wrma vla B[SLWam ve scouvlo:m AnUOKIPPetmma _ - _ 9o[w NOTE FOR THE0 ETCLP,USETHE&WEANC'r1U2 PATTERN,ANO _ CHORYAII.'E .-.. FIGURE I: FlGURE2: 0 � � FIGURES: ANGLE BE U3mT IN PAIRS. • FIGURE 4: FIGURES: FIGURES: T D gC$YL N a O tyC�t1 J 1 yTNe Raj (Olr)X( ANCHOR GP.,m: )=ANCHORCPP.m MULLION CAP.,e O a Est- xmw,'vu Fi•Atun PiwlP] unu PRODUCT REVISED vcsslD:S YIC arB va•59 p;o alDRm nxsc5 4RSIC NC OaolAam vF EtOUNam �PWgy vlam A v sare56!ul>I(u� smv� USE THIS FORMULA TOOSTAWTHE'PNCHOR GAPACITY REQUIRED' CORRESPONDIKG TO AN ACTUAL PREREOUIREMENT FOR THE SGURE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY(MOM THE TABLE) OFTHE SELECTED MULLION.]T WILLYIELDAMINIMVM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHORCAPACITYTABLE 9 mPNincll+e FiOrida wiff CoE 6u11Eiz n-asaD.D'I NOA-Nw BUPira6on Date 05R6/2037 ////////////>��>�� By T xvr 1• 2-v3 1' sna x' A®• Su o2zr nal• 1-vt t-v4- +-v4• 1-tu• 1alC x' 1:9• tale• rab vtq BWq Ssaq iaOq Wawa BNq Geq N+q 4Dm 'EOm WA 3Wm NM WA NIA WA NA laxlm BWq uaq wows 5Wm roA ]W1m ]®q emm 1aWn ®zq eWq naq Mii tivd Pnlrol nM WA wM wA WA wA wA NM wA taNq m6q tmm mq WDlln +Wq 9]xq mlx 110q aalq mDm NIA 1Wq .xM wA X:A, wA uM Nim 4Nm. 30m STANDA3 OU. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. ++S p 1 u q lly a� 2) LINEAR INTERPOLATION BETWEEN NULL LENGTHS WWOR OPENING WIDTHS IS ALLOWABLC 3188' NAND MULLION MIPS SEE EDRIllHOWNAAENOTTOSCALEFOREXACTDIM@IBN l SHEETS ESTO RESTX)NS, NS FOLLOWWG DIMATE SHOWN-2HEETS *: No. 5BT05 2TOOEGURESS'WTHEnHOWSUG Il HME SHOWN ON SHEET521-iS.FIGURESSXOW SUGGESTED,APPRO%IM1fATEHOLE LOCATIONS 4{ SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 615PECIFICATIONS HOLLOW AND GROUT -FILLS: CONCRETE IT HA SG FAGTM CMINUM D SHALLIBE PINE L. WITH SOT•., LBLOCK SOUTHERN BE 6TEEESTUDS TO BEA MINIMUMIRADE µLDS i(C�5 "•�,...... B 6LT6SAND BEA MINIMUM OFOWS THICK U GAUGE. STRUCTURAL STEEL TO BE AT LEAST.I2STHICKANO A36.PLL t25•X9.t88'%286'MULLbN S� S/0 LNG p� .C45'THICK(18 LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-114'VF M1NLLCN) %yi1rNA115I1t ANCHORS INTO METAL SHALL EXTEND AT !HO S R12 ANCHORS INTO WOOD MAY DE STEEL, IB8 S.S. OR 410 S.S. A LYNN MILLER, P.E. FL P.E.# 58105 .1 lee L31 16]N yY �'�'• n ¢ RxNnatlBr ]mFlrnpEv 3 x�t,?'ai^A<... s 44 r Sv0 5:9 1NA 10.a 0BP 116 1BI.B.` 1GIA BBn OB1 9L] riB 9 I`Al !•']-b Bee fiW 00] >1.3 eY) %9 ]0B IR&0 0.0 BL" 69e SRB 60.1 .il: Id1 B09 i10 eIi 110.8 BN 3>.0 BbB BA] i6.r�Ce 5t3 Id.. Rfll Ile 6]] We 00.] ;PR, „BeEr :'!9 xw ! 9 4 'BLS e'd` c 41R SW +4 u]I". RBd BP Bjl Sta At. ((0 �e d. we ]B.i�•�; 3/B -.ae .b4 ta.e Y+.R 1., e1B ' ae '.831 I6J S05 am• o-s" ".Bd sse 4D9 R28 .!q;t `3f0 klbt 50T p9d; Bil I'd 9]0 ,S mi ' ' r'-'• 93.8 JPY hP R" "IW r J SW iSA ei+ RB.1 9eB el. .1 RL1 1 141 3R 1%I N.1 eY 13R 1'/1 17.1 :RR 21.9 a40 2. ..> 11.2 9S1 0].1 it, 11. 162 13.31 m 10 1BA 1% R1] 3d< I).e SBI ISO G1 id9 R91 I].f 399 115 S01 fA0 RB] 19. "- --Ah Far. lry lacrc .ua XEIcw CMU FBIMUIU Pi WEW MNeI y1B31,ely; 2A W. ree )St CVE:. Ill'99 EIW YiP Lha 1/<'88 Ek0 ,,a 11 WO61ml 012.he n126M1 .2.1. AahorIyIe: 3/f6•FJEE UIImcvn I/YEhv Ulbeaw yfB•Eb• MLrom 3119'BeEVIb°ven VY EIro Ullaan A9BIeGeim UMere Svnx IGN .Fil Make CAP PanemA 1' R-11Y 1" &I? 2' 1VB' p.cl' P EWc WLrme Bnl' Y 2-012• P &flY SIN" Y IW" 1111" 1-VI' bi/9' 1-IIY 1-V4' Il 1+Y3' Wfilbc a N1 Nf 4121W ut Emherent(16i 1314' 1S1' 1-Y4' 1-YC 1101be RW10a YMIe IN IW 114 WE iWI 2 pmNvn®1.15•N.In. O.F/6avv14nplwl glplFq.lE 29B10a 9W IM 4WIEc I.D. IW lba 0901be WA WA 1611lbv N/A WA 1-Fee WA WA XIA ]WM WA WA 9L°A WA 18NA Ba31ba I. fie51b 6961W 11206v 1120 fi IMCM1v13®1.15'MIn.OG I3nrdaM(Er Cllatlltlgff9.i 4 Mnbma®TNIn O.C/R135 AyNEilpe/1FV. SY 1W 1be ]M lb BWb 166BW 139BNa GOWa 5NISv ---WA- -WA NM WA NIA NN r... e50 By SMd1m 199.W`Mh p.C./U+]q, No.IOP'Num.lFlp.IF WA WA WA WA' WA WA WA NIA NIA 1PIef S101ba tellb 93]IL 41]Ra 1]OW 2211bE 2801bs 1 AIn1✓HI f1YIPIFIB St IBSb 1BS Cuv S]%Ce 115 ka an 1N RN 1101M INP X• A N IC W'b� _ WA _ 0116e IlRlbb _ SBB NE __�?Abcbm Fef!Y MIn6W Fga(F'wB:.RIBN tMNu_. WA 9rn,, _ NIA r l'A tfr]IBa -- h MULLION CAP._1 PRODUCT g9REVISED 1 USE THIS FORMULA TO OBTAIN THE 'ANCHOR BUI1JIng10otlewith the Florida CAPACITY REQUIRED' CORRESPONDING TO AN ND/4Ne. 117-0630.011 ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION Expiration Date Q5l2Sa02I CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. U WILL YIELD A MINIMUM ANCHOR By CAPACITY WHICH MAY BE USED TO QOAUFY velea ace Control ADDITIONAL ANCHOR OPTIONS FROM THE ANCHORCAPACITYTABLE. _ TABLE NOTES: 1.260 1-1251 '^ FIGURE I: FIGURE 2. 1) SEE • • • ON LOADING. OR INSTRUCTIONS ON USING THE TABLES AND SHEETS SHEET 25 FOR INFORMATION2i FOR GENERAL METHODS SEE 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS MOOR OPENING WIDTHS IS ALLOWABLE. I I11 lII %V YAW FIGURE a: 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.250" 3.260° '�; �IOEN6F.... ' ANGLE SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE NOLE LOCATIONS, Nq 58705 .� CLIP MUST I * ( BEUSEO 4)SUBSTRATES: CONCRETESIWLLGONFORMTOACI301SPECIFMVONS.HCLLOWAND ❑ •' IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM GOO. WOOD SHALL =0 [a 0=0BE PRESSURETREATEO VF.IyOW SOUTHERN PINE WITH AN 300E D.55. ALUMINUM SHALL BE f FIGURE 4: FIGURES FIGURER 60Fi3-T5ANDBEAMINIMVM. OF.100-THICK. STEEL STUDSTO BEA MINIMUM GRACE 33AN0 �p�,t`\. A F . ® .W5°THICK (16 GAUGE. STRUCTUPAL STEEL TO BEAT LEAST.125'THICKANO A'A.ALL .100• .f00 'r,1C3�OR.....'•\"INN N10C&Al2SAINTO METALSH�L, MEND AT NCHORB INTO WOOD MAYBEBTEFLi8d59.ORAST 3 410 HREPDS BEYOND THE MATERIAL. 1SMi1LLI0N•FUNG 13MULUONFORpXio �irWMIE .i� FIEiI}MULLED R FACTORY -MULLED UNITS q, lI"O NIILIsR, P.E. FL P.E.# 58705 TABLE IDA p AYT9blo P.M - 19 11 Op NyiGa 9 IlTalp)b OP Inp H 19M SN b RLON 1Y9p6aRilg mJlloM) r C .F' -6 4«tkzll,- 11 Y S M yyMO1Aj'vTiaNc. f T orl a'a I to 9 R nlneuti TreR?fRmP ill 9`w T �d 0 'llvf^^A41 i tJll ne R ImP yTm'y(,b 9 Re In9d 1'Z6% 36 p bn9o.e1 TI dLl P RiB W .t 0)Imne.�' X HmgNv laeEFg xi ' iaSyMP mu) Lo�M,;, `�LeoBna GaSnA LuaJm9 •..YmLnO LeidG(e " t i e +. 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B56 146! n4A 11¢a B6] 1]II 1]69 Ilea B61 11].3 1159 110A BAI SO.tltN f910 IIa.O 1lGA -]d] 19I IiO.o na¢6u 669 1R0 iN.a B96 950 110.0 1N9�^+91 Ilea IIt6 11a.0 ]61 1i0.a IP6 1]0a 6a] 1)O.I lilt+ 11a11tIBATJI .a 1511 1])a n0.0 155.9 106] latt uic bib 16f1 t9]0 1In 165] 3.] SA laa I ] all )]]a IIOA 155] lab] ta10 601n 11¢0 B.] ti]0 ]01 11¢0 IOE3 1]0a Hi 11n0 'IN. Ins 01b n0.0 141] faa 9U 151 LISU 1]00 990 GSA 511 O G •B 61a f0)] 9], INB IWI 6)ini 65 i' -)? - y9 a• '9j ,1]PO I J 115. T04' -lQA 1W] I1i8 11 93b�d 1]A. L' taf 9d]' S3tl 15 SOY. 1NA i1]4a 1I0.4" .84a Cb}' AS66 il6 f' f'J_N tX@ lau J9d��1d+j A 1]9:2 12i'1 _); _)] I]0 p11 4a]Q, da0 jtRi fOBO fAi i. 3 ) 61R" '� ]J0 I]J!! �41] :'0 nIB{i9C C] 69 •„ y,{9, da �W6 )i9Q ]'a or e1g '.(59�9 1ar19 LO:x '09Y' ifCo 1A19 1]R.1- 816 1 5 iOiA- 159'I BYe; $i , fw9 ..A, la. 595 W9 "91Y &a 6YI I tN¢ 'w: 911 63a Bfia 9I3 _I'G(6 1019 109 ', 1'' T.9 C.. Ie 1]In 16P.0' tG4 196e fob l6fe wl w] ral 91r '.4(' 1.1 ' 1ir n3 wl 917 ]Ge n1 w1 asb '/(]' S6 9sr n6 iU fLu wi >4a m 4LA tIJ] i§. wln 'Sa wLr wl u9n' m 18] ne5 1188 wl e91 Itn9 l61 w.3 IN INA Us B26 891 91.9 NO N.9 894 N.t I]0 660 ]w Ie] R1 59.0 eat )v.] Ni 1].1 699 B].0 Iw 118 Bw BO.t 695 SLq i]Y.9 - B91 1]i.6' ell 911 Ca.Y GGa 17.I 671 Cal 5 56e 1]D fl1 daJ 651 ]58 fill U.1 6]9 30,i 911 ]4l 5]1 ]69 611 3/.9 w6 901n 611 ae.1, 590 ]16 al1 ]49 695 61A .1 69.] 615 I1.6 SM "' 59a 1]e 491 6 R99 IWiW 9Ain 1a.0 69V Ix8ft,1111A 61e S9.B 69a 5]4 fia9 14.] 69a In 19) 464 60.9.e 411 ]5.I Is 91,1 40 St1 I6fi a, 1@� Y).1 All x9] ]9a 149 606 Ri,l lel Y¢1.6 U1 1n] ]56 11.] 41 lit ]51Iw-m 1111a1G69,i ]9] ]x1 UI 91,1 3B] Cal 141 3n2 SCAR 261319.1 111 31.6 ]5! I6A 3a] ]i6 ]6 Ila AJ9 Y6.9 9Ie 34.. JL i1.] 9]0 R9.] ]39 2L1 dr0 Z18 NC tfll 3)8 195 ]xl ill ]R 16.I 314 W1, 210 26] all%7C 23a 16A I m I" 91fi "BaIlOul6m I wwouNo[m 121a,,,� 11teoloIWYm I Ile D,.uIalon I. AnclIorCUPPOIsms 0 y�] 81. Nl9cnort biaYwi.0 a wv+m,e,ou r (DP)%(ANCHORG4P.,......�eANCHORCAP.- MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACFUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A M WIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE PRODUCT REVISED asICia pi=wlm dia "ad" Now.De,WWEE 17-0630_01 E:,pirmuon Data W6120211 BY Miaml-D ...... Coa401 TABLE NOTES: 1?50" L250' FIGURE I: FIOURE 2: ® • • • ON LOADING SEE SHEE1 FOR TS 24 FOR GENERALNSTK�!OINS ON USING MEALIAION METHODS. TABLES AND SKEET25 FOR INFORMATION F) LINEAR INTERP^_LATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Im \\ 1 U 1111111 `J1,`Q•�...CENyN FIGURES' 3)MULLIONAND MULLION CUPSEDRILL DIN ARE FIELD GALE: FOR EXACT DIMENSIONS, SEE 3250' 3.250' ANGLE SHOWNO-2HEETS 2TOBEGURES SHOW THEGGESTELOWINODIMENSIOLELOCNAL TIONS.NS P, RICTJO � � BE USCLIP ED) SHOWN ON SHEET521-23.FlGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. _ * No. 5B]05 �' 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI'301 SPECIFICATION& HOLLOW AND - ^ INPAIRS. GROUT -FILLED CONCRETE GLCGKUNIT (CMU) SHALL CONFORM TO ASTM F90. WOOD SHALL BE PRESSURE -TREATED YELLOW $OUTHERN PINE WRH AN SG OF 0.66. ALUMINUM SHALL BE 624° .62<' ��Q'•,. FIGURES THICK STEEL STUDS TO BE A MINIMUM GRADE S3 ANDJbo �- i.'�.'•. FIGURE4: FIGURES 8083T5AND BEA MINIMUM OF.IOM TH ."T THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST A25 ICKAND A36. ALL ANCHORS INTO METALSHALL EKTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 12SX 3.25 X.62e 1.26•X3.2SXA34" • OR LIONF FACTORYLIONF #10&p12 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S. OR 410 S.S. MULLION R MULLIOLUED FIELDDUNRS JABLE.i]A• AIM.m ne YYI9W u V g z6Kh Imo ill Im3 5fl N1n nA.9 m] Imp fiP C In Imd 005 tm➢ i% NR At04" ;i43'i 1ND $19 6cI me..n Imo ;i,A nm' Imo "m53 ,ttL9 -fin; mo Im.p mm 2 lul 1mw .o 96l AA In t¢0 111A HIS Bee 961n 19.0 9M UO3 TS IDBin NS TI NA 696 Itl in >5] D] ]].3 661 ImN 591 BA! 61➢ %A 141n ail W Y.I 100 i100 SY fMD 933 P0.] 6l6 N. tlll Ir61 663 1i1D IZ/6 1m0 fin 110➢ at] tm➢ HB 1m6 .1 +m9 600 nLL0 30V 1r0A euo llOt 631 1mA I. VOi U! 1R0 It% 1IOA TfJ ti00 tub Im9 A] 1mD LL99 VE] yl ti6.L +i9] 110.6 ]56 136e all Im9 I" I3m Imo ey O99 ts[ Im9 en ImHl t[x n9p esc 1mD 19.3 n0.9 s-1 Im9 ml Im9 %1 ... ImD. ml I399 =3 Im91 n35 +m0 I6W aes iI69 Im.9 +96! )4009e 1090o 1091 119 1116.9 1!T 1899 19d5 13" 1!T163.A 1YH 1]I]aR 139.1 VW I."'In1166891dP 00] w fill 631 591 b0 3l3 31.5 EC 11M 9n P1 lID 6]d n,l slI ]00 X9 y1IV .1 m W 0,; SB.i 116 914 21 11f0fi1H. M ]]1 np 611 1S03A 31S 011 T6 SH MI ]6.9 Ili i110 9I6 ]39 fi21 d0,3 ES n] fill 591 960 :016 I110 1019 991 60B 1110 96] 996 R9 1110 61.6 9y 11.0 I110 V5 n1 n0 E01910 "A Y9 It.t nl jWs 656 6B5 650 660 Bl.fi 93.1 51.1 d1! 8i9 PI ii9 63! 003 613 SB.I LLl MS bid fill 651 n3 61A Ip R3 9i6 1]1 190 11 m6 rAIS] d99 )93 0]9 631 3!9 66L ISt 91]w 916 P1 n9 ]I1 190 d50 91l 655 6m 665 IIA .11.9 ]95 SBA Iy SL 990 113 dy 9 365 19] !il Ti0 18t 1].) dl3 16] LIB ANCHOR CAPACIT - _ McnorC9Pe,nV Iron pwl FPW a1V PIwm1 I.ma sylNQdrA. znoll[M< 15kcm[. Iluprwu VP SS Ec0 4115o llf SS flm 6MBtm r111% 1t01aBif01aBWp-.WYlV9 ko VR1Ld25MfidYISWLYA5M1AAS!I1IM1bI' Sy B'Elm 1R511%-W1V1W6. ItO Vl31]1a®N-nV/vTRYUl1] 'O'Ff1 aVWi921e6md-W'lVMlTA � �]11<flAN�tlS/N V"r39y1bY-1YL1 p Ami0BlWMGTT90. 9[m(A9_Sl . B'112N pp 11i1P8B3WZrHaz1P5'R ' 9' :s, owl M9N9rC6PPrymr nn96C '1AII& B1RM' PRGpux[8mOlI1aR1p rtm{1ENa1T$I93 'FI)f 'k 'r! O1N 99D btlm'B 9 MMill, 5b 9014BNmHA32N dPBiffiI3.SSW'1S1 BMtN® Ymt31bL5N1C1/S LCE' 9 6m9YW7VNNP16I/I" 3RIM Ab2 WA WA 6W D26O)/klImWIbrGh dArc1Mtl9®1i10.1351'"MIIIRN.00C AAIIOb N/A A lVPfee Ob0Im' : 4AR IN WA AP1IY1bmmY dARC.I/9V12LlMRe.Nt9 AmTfll1tlb1 WA NIA IAP mF blph 5 BOm Fp3. AY.0R.GEtMYO6rFprjGI e B• V 14vPNN111/I•1'AA0I N/A NM WA 911 b! 64b $601R I. 3AR,Ina Ma.1? O.CIFlJVIi1863 +0009 `$Slb' HIA... .. WA .WAS NIA 1WIb IL'A. WM1 FIGURE I: FIGURE2: TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THETABUIESAND SREET25 • • • • ON LOADING. SEE SHEETS 24 FOR GENERMETHODSFOR INFORMATION ON METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIDROPENING WIDTHS N ALLOWABLE FIGURES: 3) MULLION AND MULLION CLIPS SHOWN ARENOT TO SCALE FOR EXACT DIMENSIONS, SEE ANGLE SHEET,2141 HOLES TO BE DMILEDIN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS alp MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPRO4MATE HOLE LOCATIONS. BEUSED IN PAIRS. 4) SUBSTRATES'. CONCRETE SHALL CONFORM TO ACI SH SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SNALL FIGURE 4. FIGURES: FIGIIREIF BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE D�R�7 606175 AND BEA MINIMUM OF.10VTHICK.STEEL STLMTOSEAMINIMUMGRAOE33AND .010 THICK IIBORS INTOWOOD RALMAY ESELTO BE S.S.CR410S. THICKAND A36. ALL • IIIIIIII IIII IIII ANCHORS INTO METAL SHA,_ ME OATLEAST35CREWTHREADSMYONDTHEMATERIAL i10 6 N12 ANCHORS INTOWOOD MAYBE STE0.A&8 S.S.OR410 B.S. • ci 88 UtFj W � 5 m N LE . go Y S O F n N D N � C !SJ Q •- Z 0 L PRODUCT REVISED Bu0L9mig IC5l. wiN INV FIPHEa NOA-N..Cr 17-0630.01 * No. 587M ;A 7-d,-- *_ FL P.E. m Nm.TMb. i t ,R nr gR 9� F6 §S 6 @!F - r1n nnA S ImA Ca 1AA edty t-A0 INe Pm 6M 19L0 1193 tm0 19 903 la+! IAA' mi NF 'IAe t5.' 1)CA BI3 IaaO 8'b Ma 691 ICOA 111E IInO mf IA.O 193 1)00 W 1}00 14H 1NA G- f'Om- 9J.0 B93 1m0 ]GI Mo ITS tAA 91 11aA ::10 170➢ Bm 1A.0 N;] :IaO 94 1)6A ISN(IIn0� 6+=-�tm0 eN rAA >15 IAA Itt9 tI] -e 0 te0 ]+d. f: a 95p TIA m )0 1 9 Imo 1C rm0 1uN �_FV-r,�6 S. I-m- 1 nAmt1�A iSz�A m .na, s� tm0 A¢7 r ,iwe��M? '1mc1 is ImA :%5+ fi 50 ON tm A'._Ee:, tm0 R?9- PaA ST9'. f)A.p 't100 PO nID m0 amd Il 0 Be gap m Ix13 mM 1]au tta 1/o0"-1 *- IYd vp.p TOM 9A.0 1s)A tlT. 117W tYAd'1AIL e�-'I>7<leI 'tW: laiA flal N, 11a0 t1.1 90.0 96'1 110.0 nel PA.A ttl0 1)0A tetl IAA 1250 l]o.A tHa tiA.A ta6a lez] fBN tm.A u]+ PoN 1m.0 1]a 1)OA TIN tf9.1 139A 13a0 1DId 1EA 19AA Im.O 110A 111.8 f]BS 131.] Itm BBA 1]99 IIn3 116] NF 11].1 1ffi 131.9 10n9 tII9 199 1Tl.A tOiB 103] 199 1113 1XI P2 1]fl N.9 tAN BL9 la➢ A9,A TOE WTh m0.6 0!1 IDSI 91 N] %I 09.0 B4 ]lA BIt ]11 N9 31] 9)1 Ba.+ C1 B]3 %1 618 66 III b 011 %9 %3 eII '/0.3 919 BIS 019 M 1 919 in9 C6 39. 910 629 IN 9A IaF m3 i® mB i18 62D ]T Al5 Y0 B1A iN "J.e m] li1 YR. 19.1 f% 1!.9 m9 N.1 BR 1NF I].1 sN N1 BN m+ NS V4 199. ]IS 919 zt9 A9t a+A E® xea N4 xf.a e18 i9] +m ma Fat 1roA wu mo.A ul'1mB�tns tmA m DA.a IW] LAB 6M' 1]n0 rIA Im.o aN ]m0 I. I'm � Irae xAl Im9 rY R0A Irm Imo 15a Imo x[9[ Im0 is' v00 =I rR0 B:a tA0 I09 R0.0 NI tm0 T.]t Im0 BH 110.0 P510 Imo Ia 17M VM IM--j IM 1:.L3 ]Ii0 1710 1Ra. 160.a 36U Imo ID2 I= ZB1 tN.011160 14] 35+'. ' 10 11]I 1tR9 8]9 DAP'-z1p 103 'L'w �'11?o ma I51A xO1 l]a0 IrY r'9I11 IS.B �] 1N %N IrOar 1N0 1�At EN .liae I.^,N Iwl x1N 60.0 '1`Oa 1W E'%1560 rlBva lefe foal INo IAA Im3 029 Im IB9.1 1 p 11a5 Iml IR} lan HY 1M1 I]B.B INS B•9 IB1.a I11] 11.! 1]FB o9.B 1fYa N.0 nBB B2] 1109 649 159A BL 1%8 61.f 1L9 T11 W3 R.r tE9 W.B 0>I lit lw SB!' N6 111 9i1 40.0 }Po D.- " ! ]59 91.1 IB.B 868 me rB B S+] a.0 im 91.0 NI 'lAB ]AB a9 Im IBx Sb I05 Kf 15.5 N9 1]] 165 m] H9 TABLE12B sm xa Lxnlem MIN' Type. YIB EI[OUM.[nl MtlIA}C�P•Imm• [RBB tisane eN t• AVY cnnanmtar. tale• tyz x IMPon 9D 41SxIn DGI AeNa9o10P<ttYpff1J 18xY 9W tl9 9W Ia I ARAPI ®x6Y MN D.a /Slerr@N wDtlengml.A9 ]) ]tl e, ltllb BAkAa!®1.]1"MIM1 QG /AbM1N Rla9e'm In Bt31d5 V911 eAnlN9 ®9'Mh QC.l lal'h3Aryre LYTI MOR ]Llln Ea SAMM QYMN. OL.I PAMAallIW/ PBr 1tmLr 1tABe 9ARtMT1.N'MIp.00IULIIp, ldb.f]SNrte (Fp ]] N/A WA r yggeLO Ei06Y Vm OC IV�'P'n.QSA9.m.ff:. Et NY WA 3AKMn $2a0'MROCrFLep]FaF ]iJ �� iNm 9ARM1Y9 `JI T'6LR041F4. 1 4t9M BL`]e AnclnrcawdH as9erE. TaM. ea xmw wu u Prwmd Mee VP EROUA6[M P 4V b9 c. Si0159 ]9 R9 61D IN 1fa9EB NIP _..NIq. =TS R3 Sl9 Nf' 1[91" TBIb 4MIq IAISIb 1B8)IN 2fIV BB WA ION ]93.b E]S lra' Yt8'E[0 UQazw z teN ION 1121145 NIA 19J61DL FN109 WA .F�_�M ,., ]tlen. WA 9'14 EI[elll¢Vr r 1na• DIA Rv N/A 1:IA AE Bt NIq Wr__ Ww N41 2.tiS - 3N R¢ :AD Rs TGIb Nald' BWM WA WA I t09M mtw Vt E6eUS:.M �a^. SSJ99 NIA NIA WA xN NN L_ W_yWA Wn WA x-vT evl^ ]10W 6951M A91b ]fiplR 11tlI Pe WA SW ru T91Ie YI.99 flc pP�. V S svr Te ION N/A H/A ]b 109 1fEW NN Np NIA WA 316'FYe •It M YVB' ]-va-. 6N� V®Rf WA BA By ttT Ws WA WA tH'S9 EIr➢ 1"54 AWIffliD 2 z 6I61m WT WA IB9E6 mTYe alOAb .1xSb1 SLM(liS Scm lydp nb• n3+' t.va• 19z Ntbr +IEW 6RIBf Bm Pe 1VY11b 1J2]IPo .IxSMI 9LnY WB 0.ffif M.es YOdts 11'Clae IepM Wx149 Bm Be 11IDM 1P21n f]RIN 16Tn WA N/A TVA Bm n_WA WA .WA x1 M <®b WA :R WA :Ita9. IL]Ita 511 EN �m 'r010: NOd1 ANCHOR CPP.,o�\ _ANCHOR MU WON CAP.,e I USE THIS FORMULA TO OBTAIN THE'ANWOR CAPACITY REQUIRED' CORRESPONDING TORN ACTUAL PRESSURE REOUIREMENTFOR THE OPENING, WHEN 9IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICHMAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHORCAPACIWTABLE. PRODUCT REVISED B 5 dl., CotlM9 wiN tM1A FleHaa WS01nB e HaA-HD. �T-0630.07 NOTE FOR THEOFFSETCUP. UBETHE SAM'c ANCHORPATTERN AIJDANCHOR VALUES ASIHESTANDAiO CLIP. CIRCLEDVALUESAREUSEOWTHEE%AMPLEONSHEE134. 2CA' FIGURE I: FIGURE2: FIGURES: FIGURE 4: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TALES AND SHEET 25 FOR INFORMATION ON LOADING. SEESHEEFB 24 FOR 111111 tttl ' aONY LYNN�r GENERA. INSTALLATION METHODS.�IGENgF'. • • (( % FIGURE fi: 2J LINEM MTFAPOLATION BEfVVEEN MULLLENGTHS AND/ORCPENING WIDTMSISALLOWALEFP 4000' � No. 58]05 ' FIGURE 6: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 2I.2S HOLES TO BE DRILLED IN .450' THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPRO%IAIATE HOLE • Eel - *(p *❑ '•.V� e • ' �'fi' LOCANONS. O sr Teo ty�: FIGURE]: FIGURER: FIGURES: FIGUREIIL gNGLE CLIP 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI$01 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT TO ASTM O90. WOOD SHA.F B25-THI URE-TREATED 'IELLOWS FINE WITH '�F' F(ORION, \2: ��i O,3YONALe,, I- (FIGURES586) (CMU)SHALLCONFORM E33MNSGOF0.55. TORE MINIIMUM MUSTBEUSED ALUMINUM SHALL Be&)fi TSAND BE A MINIMUM OP 125'THILK BTEEL STUOSTO BEAMINIMUM GRPllE 33ANC.045'THICK (18 3'X4SE'MULLIOry GAUGE). STRUCNRAL STEEL To BEAT LEAS.125'TRICK AND A16. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW ALIINN M1LLLitk\P.E. W PAIRS 11111 III THREADS BEYOND THEMATERIAL. MO b #1'e ANCHORS IWO WOOD MAYBE STEEL, IBA S.S.OR410 S.S. FL P.E.k 58705 TABLE I3A - x ""�H ""1y �.] Li 2YbT�,iS - ]�.QTBIb n�l°WM3' > f0IA2{' 4 solo...... MPRfI°^0 'LomnO R .' A 4uV Ih IdNr9c ]0N__ 0]:� 9PU ReN1Aap ..:Imf .:. Ail-ii pAWKpDllfvr�e@59$`9pnla4rgmf6gm)oLOpeRagHaIOM ^A P1 al ln:L 8� m]i. 1 q'.. f$1 M4nn �.L°aIWIO,j E:2 .... 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H4.0 Ih] 1Z15 10' 11?nI1TB..0 1550 pl 1R0 iT0.4 IRO I10.0 I'RO ITf3 601' •S23 m9 B4 },019 YOh: '1Tt9 Ono 1]¢013A{}ID.0 1]n0 IJ0.0 IiiA 'fi�.d !]O.O�IIBIS im Bse I09] 1m.0 I10.0 rtE IJW 191] 113 fin0 1]0.0 +h0 Jm ml 14^. 110.0 061-+FImA 1 llit .9d3 11N.0 Im.O Sr1U ]M- tl¢0 ml Nli -50J 'iIYr, ilnA 1R4 1mC iW t)m IF.j 1I0.0 11n.0 1MO 10A till i j129 1 I91 21]! EI] 3303 1GY ]m] IRI '1SY3 952 iml I10A 1NV IID.J,H$F Da 1]0.0 1]O.B 1m.0 IB!A 1M1 tlFl 017 Vt�34 'INO�IRd'°S]N)1t40 Im5 I581 190 SY 27•V' II1a I61a 1350 IZ,OU NRO I7OA iM.O N0.0 IL¢C 1110 H]0 ml 021 ]]fit' i6A3 969 91M 91H Trot Y?3 'dII 15% 110.0 1M0 1]0.0 H0.0 1'N.0 HB.O 11n{ 118.1 m.9 m.0 03 11J5 1Ns !ri0 1109 1® tim .15 lll9 foot V90 1N0 IID.O IS.O 135.1 Im.O .]Bm ]11A ]II3 ]IH ]IB9 P191 ItC.O IRO 1100 IID.O im.G fYa.O tal•1'0.0 1a9t lib IIi3 Am ifl{ 1]G.0 im.0 1393 1Z10 a2] ] ]5a9 Wm AD ]1m 2]al NIlO IT✓.4 Im,O IID.O 1=la 116.0 IT:]' 1166 1W1 11]0 11m lab IBb BOp 9!F 1CBF 111N 1MN IHN 110.G H00 1100 1100 110A 11AA Im.O 12i.1 11II 1191 _Ion,INSfH fIH 13M 1W1 1>II +901 1700 t100 1.0 1'OA 1)00 1R0 Rn0 1ID0 9]i m] i tlII Ilm 11a: 19M 1M9 1]nG 1700 1T9A 1]0.0 ImA 110.0 1T00 101,3 't]IB tool t5A0 1m] IB'] 1&B 11]5 iool im.A 1m.0 1J00 1N.0 1mA 110.0 po4 1m.1 iW9 1110 fIIa 11N +&1 1AC +m0 T. 110.4 1I0.0 iR0 1R0 IRO 17.A 6A1 Btl.1 19)0 1011 1056 is. E31 T1II Ir53 11& 11nG H0.0 I160 Jima IRO 1TL0 1549 913 '1]AB 1390 HAa 1BII IBm I9L 1981 IF7r 1n.0 110.0 tl¢0 IRA ITi.O Im.O Ia11�2tY ]a3 1T91 1&1 218 2AI 1Gm ]ml Im1 114.0 1]0.0 1R0 1R0 1m.0 IRO IN.1 m.l 1]II IW9 1W 1fll 1a70 ]IW tdl 13m 1n.0 IID.O b¢: IIN 161.9 1lIAi IMI e¢9 i1G9 +BYe 1A0 NA 1Gi3 115.1 21]0 aL{ '6Q 1m.3 30m :11 M.] 21=2 1N4 BSO 491 106 11A5 QIA 39.1 ?bt 1551 OIA NA lom 11W AnUNUrC9p Pa0em9 TL`y 4x 1 ND";.---- 17A630.0'1 Enpimtmn Date 05/2612021 ey Mlam aEc tluot GOnlml _ ... r... ___ _ _ _ ep•O1 M'Mn9c7UCS-MOJb'AYa.x4 B} .`W _. NA. ..WA WK � NA ! Nh w. �_ -. ._ .f. --..�. ` IA .. 9A2M1tlF Ca mGI'm°.00 LLAIt Ma.12Y Alert P169I WA WA N'A 14T WA WA 1aA WA (YA WA Wn 'WA' Y61m .� V-2000"-"') 4-^�' �"• 3M[Ma ®4BB'Mn.0.4I FGW 64. 14Y 9[Om 4Mm ISOm BWm 1018m 90W Ybl@] 351m ]IOm 9]am oYbs Alem 9111ee WIG YOm IAr[toa I.l l'. Mn.O.m F1 aJg.11k 1mm No" m5M 1bBlp WA WA ITIm WA al]m WA WA 1aA �m 6491b IIMm NOTE FOR THEOFFSET......ETHESAME ANCHOR PATTERNANDANCHOR VALUES PSTHESTANDARDCUP. TABLE NOTES: FIGURE I: FIGURE2 FIGURIi3: FIGURE 4: F]GURB9: FIGURE➢: FIGUREIO: FIGUREII: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON TI LOADING. INESHEET5ON FOR BEWENFW.LLUENGTH ONDA3R. ODS. - aJ1 �NYLYNp�/ryu 2) LINEARINTERPoIATION BETJ:EEN MULL LENGTHS ANOrOROPENING WIDTHS IS PIIDWABLE S�:'uGENyf''��/_ 8.000' � Q}'.: 11� 3) M17WON AND MUW ON CUPS SHOWN ARE NOTTO SCALE FOR EahCTDIMEaSIONS, EFE SHEETS '� • • 21-21 HOLES TO BE DNoIj.FD IN THE FlEID FOLLOWING DMENSIONAL RESTRICTIONS SHOWN ON _ # No. SS]OS :# FIGUREb FIGURE]:. SHEETS21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS- FIGURES: - AneM1or Ca aG TaOM 1es- 91fi'IX° L1P FleoNtram VI'FJro UPam �ecm Y:0'Fk°t.Mxu 1l1'6Ya 1]avcm ANCHOR CAPACTTYADJUSWENTFORMULA! (DP )X ANCHOR CAP.��.1_ANCHOR CAP.., MULUONCAP- WE THIS FORMULA TO OBTAIN TI SE'ANCHOR CAPACITY REWIRED' CORRESPoN01]IG TO AN Opp IAL PRESSURE RE-OI1 LOWER THE MULLION OPENING, WHEN IT THE TABLE) OF THE ELECTEN CAPACITY (FROM THETABLET OFT HE ANCHOR SELECTED MULLION. ITWILL PIED BE TO QUALIFY ADDITIONAL USED TOM THE ADORIONAI.ANCHOR Bi-IE 3FROM THE IIPNCHOR CAPACRY TABLE ANGLE CUP 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED + �AO •'. SATE C}F•[O�: (FIGURES CONCRETE BLOCK UNIT(GMU) SHALL CONFORM TO ASTM CAD, WOOD SHALL BE PRESSURE -TREATED OF.125' "O '• F10RID1`•' .\�� FS •..,•._ G`e S-B) MUST y OWSOUTHERNPINEWRHANSGOFO.55.ALUMINUMSHALLBE6,�T5ANDBEAMINIMUM THICK STMI-STUDSTO EEAMWIMUM GRADEM AND.045 THICK(% GAMP-3TRUCTURALSTEEL TO 3SCREW /i//S/ON{�L, ICAO i,/VOU')HI,W1Eit. I USED N BEAT IFAST.t26'THICKAND A3S.ALLANMORS INTO METALSHALLFXTENDATLEABT 1'X6"X3S A. P.E PN�_ THREADS BEYOND THE MATERWL.410& Y12ANCHORS INTO WOOOMAY BE STEEL I" SG. OR410 SS, MULLION FL P.E.#M705 TABLE 1.AA i? __ -v s - -tP 'OpeAm9YMdli(P yelp a4yspmk5lg mdlprv)prOp m9NeigM(bJDllmralyapemTl4mlliore) eon 'yN+�J R CU p 1 [ nap04r41". AyDaIDI;,._:^Inalatl "Rm.+aTw( iN']II914 }'LeetlN R I Wll' .ila(/LO Iq t IPm51g Re7aipvC RIimNF: IfapTnxi$ RedaryW# mRx �p 1 C LmcIN_. :IneN�� nikaalid 11'etlNR T[�1TAvl®1 .Lwtly RfV'hlgW 1 art auW.. +i�'ilmb ;'Intl P4taryJi Leve+la� p'lHaig. Lw6DM :Re[I»TyW 'Diila4]Ild"` .TapTDary('+ 1 W1UIMi'. �16 i21t_ C t Alum s:1°TeW �:-'.IaMN'- _ DN g pp�� 'i€i' I e aRF ta1.R SA 1AG am 1RR 9ID NS9 N9 1mp ILn 131B <14 5¢1 1xfi H1 KI 61E 1J1.1 tlt RI Sm im, 411 5A1 5]! Dll 411 S1A 51! 131d H} ait !R 9i.1 N1. wb Imp am Imo m Ns .tl➢ ea] m IISO 4w m. SO ma N3 81A 3n n] W3 rzt sts tla MP 115 3t1 1. G4 ]eP 114 X.s aW ]sa 3» N.a LIXI Rs au mein a23 .A 9L0 3T $D m.! R!a ]de ]1.9 'mS s1s .'S! Ipz 163 a4) I am 5A9 3M at] 9R' Ne zm xa 3¢ Dab m aJ 363 ms bP- ]ST 3R m5 . !aN sr.e ]m >at 15] AS T. 6I1 R6+ ass a19 ST) zN 24 319 ms m3 n+ !fn ®.a iA Ylo a16 We 1® m3 3+9 /.9.+ aN 1e1 !fa ast 1Je 'z12 a15 aa.+ 2ae ,y Gtm V'.5 aN R".1 R10 N.1 R39 .5) 311 ]5] R9 9AT R1p ]AO 3®' 3),1 201 1]5 � 2W RO .'•M x) i9n 31. 9W RAB RPo 111 p1 1T.T ]50 312 '1A1 15.5 359 pa ]p1 lsh� `3]$' `N+ I`•-asa"Ste i9[ '113 aQt" -JS)" _YM: 1Ra: "3A9 a -Y31. :1L1, x) m IP 1Tna )_ ]]2::Z13':1(P. 9a s IR -(i!"R5` U YN a) RY 'EY IY_ (/p,J i8fl. ]13 155 �I''!1m 1 1 1 9, -zM ia]):.p1 m N 10) 1s3 ,113 Aa '2'T -R! Y ® I. lia )},5 R T3 ss p0 1 n1ER '_15i' .'AY 11a' AB' )tm 3La R3 f{! Lae )T.B.. 2_try Ra; -faf 15Y. 1)p la/ ---.. 1q Dan 1a3 1!A d 1pl ald 1T 1].J 161 IDO 135 1v3 fE 11].0 1� /-./ ]s In R10 16R Rh5 13J 188 'its] 189 131 1&1 15R 1T.5 1m TABLE 14B 1 1 Aelehpr Cepedy Thb at.et 9Ya¢Le 2]Y Ml9! S91 C>c- IWCS OdU - F4DWV Pi Wtltl IAHD `+'le'Ek0 I/C $S EI[a bli Eko Va'SS 8[D YIp SYed A)SIaN a1R51L1 pttI1TTy[G Y16'FYOIlK6T 1/d 6[DMIST 'Vllam yty EkDVRMYI 1'J'Eko Ultle[m ApgfJYlo Ntr3M P®GSoI SLMIGt)9[mY 1CS) 9mtC 5) MCIp[Cvp Pkbme 1VY 1' 2-1? fop %Sp@e{IN p11 Ra 1' I+ 4' 1 rcn®TSRn. 0.G/(D35nµ`M0f)6W 15 ROIt ]&1@v tl01m 1R6 Dtlpe '.EDOf IVA ]mM ]mlm YOIC[ iPo2V6 6Rm mS Bfl 1a330t 1; FS'i.,v CAPACITY REQUIRED- CORRESPONDING TO AN ACTUALPRESSURE REOUIREMTFORTHE OPENING• WHEN IT IS LOWERTHAN THEMULLIQY CAPACITY (FROM THE TASLJ OF THE SELECTED MULLION.IT WILL YIELD A eAINIAtUM pNl}K3R CAPACT' WHKR MAY BE USED TO OUPLFY TABLENOTES' 1 - 1)SEESHEE7 I FOR LNSTRUCTIONSON USiNGTHETMMSANDSHEET25FOR INFORMATION ON LOAO!NG. METHODS_ -. ao. 'I ,. BFF. SN�E:S.'SFOR GENEP.N._INSTDyLADON :,- - _. '02j'LINFAfT MTERPOIADON BETWEEN MULL LENGTHS NNDIOR OPENNG WIOTH9IG ALLOWABLE .. ial _ FIGURE is S) MULLION AND MULLION CLIPS SD ARE NOT SCALE. FOR DIMENSIONS, BEE ; � STRM SHEETS 1-a FIE]DFOLLOWINGDILOCATI NA! RESTWCRONS SHOWN ON SHEETS 2t-zi. FOLLOWING IM HOLES TOBEWDRILUEDSUGGESTED 2116• IIGURES SHOW SUGGESTED, PPPROI(IMATEHOIE LOCATIONS. STD ANGLE CLIP MUST BE USED IN PARS 4)SUBSTRATES: CONCRETLL E SHACONFORM TO ACISOI SPECIFICATIONS HOLLOW AND GROUT{IMED 1 _ I217 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WO00 SHALL BE PRESSURE -TREATED i YELLOW SOUTHERN PINE WITH AN SG OF0S5. ALUMINUM SHALL BE 50533T5 AND BEA MINIMUM OF.125a I THICK STEELSTUDSTO BE AMINIMUM GRADE 93 ANUALS THICK(18 GAUGE), STRUCTURAL STEEL TOBEAT I.26'X2.11'BG2SMUUJON LEXST.12FTH1CKMDA06.AU-ANCHCRS INTO METALSHN-LE%TENDATLEAST3SCREWTrIREADSBEYONO PNIEGRk-RNMULUON) - THE MATERIAL MO S M2ANCHORS INTO WOOD MAYBESTEEL. 18-3 SS.OR410 S.S. N b U w m w �$ 2 w F U O w 1 Q � � � J 111 U 8 r ag[p N N N 8 2 Q 0 Z O O g fn o-0 np PRODUCTREVISED BeIldinglCD@EeWIN ND Florida xon-Ne. 17-0630.O1 Erylnbnn Date OS/26Q027 By mlaml-bnjwi,roduct Cantor * NO. SH705 },yK - - 21- 9 _ L Mup19M10+RacayT bb Bb ln, r•.:CMNnSW N(�lrGeNalA`sFem�ImNone)or0FanY1D NOIBMIh harimlialyspanyl9mNDav1"'I :. - _ Y' ]-4mll 4 1. __ NI IWI {-.:'� 12QN 1101 R`ekad1pWe90ic91Y "t]y+]d6laqg'.' lR lcmfadn9dvN ]-YM1ti_NWnerv4f Re{colaa[W^4 "T•in.,ei9d. MLcp'oft, TvMATn. TI§tmlalF. t'Lme_^0,. 111b']1 I`.Rc�yWk 'T.eIATedIN','-Is tm6ry"• 1Wyp .le++i diwl` oEWnvI ,I `tna6nv LP'm/MAmrg8I' DEQ AL BAYM. y a -tgg g_ •.:9 y yy q y@t y �.^ s - Ynp a'_ e S� $ g •� ag 8'_ 3 8 G1 y G � o t1� S 3� S_ 3g a 08 3_ 3� Sg g$ S 58 u 1+� 2r § ag 6n B 6 6 g` 6 e� fr JI €� $ @m Imo on, 11&0 am 170. 1" MO In 170.0 @a Inc sa no no Inc 619 In me nD.0 @1 In, IN 0 Inc @1 No lue 1)0.0 @1 Imo Im Inc on 10.+ nm 1 ino I @+ ae In +ma m] 17DO Si4 noo e59 70.0 bet Imp 9W nB.0 -@D Iro.o 11. Im.o 601 Ino 8m Inc On In 14n Inc 6W Iu2 Ifia 170.0 B!0 130.e IC2 Inc 08] 111.2 1BY1 1me aM m@BN In.. T47 110.D M 110.0 Bm Im.o 01 1700 Iaw nao Bal 1]oD 119s nD0 Ri Ita0 1N5 1Xo Ia IW] IN] n0.0 }m Ina 1443 Inc n0 1173 lu3 IMA me 102014u 1 m Nm Ime TBI nso nz noo P3 na.e m1 -nnD 0+e na0 m noo Izm +mo eW Iaa4 us no.o m] tu] Iw n6a Bm tw Iw 1mD mt +m.+ Iu2 Imo ml m.2 D33 nao mt ." "WT. Inc m! i70D mt Imo Indo 1m.9 :M !a19 lnq In0 @B 101 I"' Imo &1 +1as Izm Ilea 9M, t169 mB ta+ @4 @.1 me 1%.1 en mn lre IN.1 en n.l tzm IKI Wi T ';gym 1T06 SYS IlylO.:'1�41 _171.0 YJI. 1N9''B:D 1B0131150 1_@.0'MP INA ,tt'.r 1110 "+i+2 flfie ItA 9 '0%� If11 111D I]43 %8.•3- 98 11`A--1X7 Af F.1 IIW .1A2 ':'Bn 65:) 11% 1ID3 !m_ �.801_ GC NS Id0 ;nJ Xn 1mA o 1 D ibB_ ]]24 1. +65.0 t]RA 1N] Ite.! 34.] 7VB 331 KG IOt9 ID19 1]}4'DN 014 td! I1B;e 1M1 @I �' Ide tmE !Ia 5).1 )D1e Im3 or `m& SBi leW..`N3 Y nm HD.e 0m IIT9 w 11)I ..a I@' IDDB 6m IIdo TJ4 mA -E00 1-0 Tl3`. `)BS 'alas @0� ]I2 m1 bd m]'']W iO3J '9D9 Bm m4 6m M.9 we n4 i0N 110.T ]W 1X1 B9D 09.4 'm Im4 oN us )W W.] mJ ]4.6 >Is B]0 W2 m.! ]90 me B@ a10 Ma ]I.T @9 on. ]A 6SI @4 R6 ]A1 @.I e19 ]lA 1511 81d e1T Tem 11DB }W I154 751 Isa 7. 9&1 eM n1 no B99 B]2 e02 NO n.l 021 el.! N. ]0fl 012 591 7111 e4.T om Inc '3G1 WA 594 39.6 no m2 5@ Y.6 ]A 63] by WP ]LI Im nl SW 0.1 5W 629 491 M.9 Sm G.0 I6f I51 m] I!9 (I! Iot 50 MA Im XI `A MB Ii wo `A! N3 a4E Ae fs) J]] It9 22] an 31.0 M2 "In9A 1 1% MIT 11] IA! 4W 41S I]4 QA I% 4s 41 WA In TV) 4H ]]9 1% ]9.1 .15 23.i a% ]]2 ID3 a, am 'm.l 130 213 1% X6 ]91 1B.D 1% 24.0 3% ImN 11,] 'IDI @fi w Xe w L'0 NB X0 ml 51.1 312 ]e.I 301 nb w 232 ]Y 214 an XB E1 L.1 9:B t].1 391 19.T @I 1l0 391 Il.B ]1! 111N 264 em 192 m! IlD PO Ile ]W T9 ]l0 289 '@4 260 310 253 Yd 21.1 ']m ]26 ]14 1]2 ]n i0.+ ]I2 Ia0 )m 18.1 YN +A. m.1 ]n 33. z90 X] iJn 23.0 u 21.9 Ill SLS 200 19,0 ]n I09 ])0 Inc ]11 I]0 iIJ IMIn 1).6 2N 1).6 'a4I TABLE 15B hYo1Yr4cOt'B• cl Tells 1s2 BubW 2]Bf>IIee r ebefA3-11! VAC9¢4S3 El•mIcri 4'1sCsl/ECUp VVIIS561m Mus-al .129. mM2e5W1m .Tra soo-Do.xm EkoIPmM 9oans,YEIw OF an AWaV61u .-co)Baelal S NT AnrkoIC6PPatrmO ?hVY30'' 3t?A VL t'H !• Db 03 0m, EcE2mohKSISemYdl MM!k ' 131'`P 44- lany IYC .*I 61W' BWM WJlre t]OO l6r ]I0� 2m16n 35419 Nato %o mans 3Mchn®]'MIM1OG/j1133Aryb Gy /(f19.1T 33oM ]BDEa WA 26 ME al2la; 8361k 1130M {ArtY9AG3S0Cn OC,IR)Ll M9b CYipn/018.91'. )m 6a 180me N016s 18)D 81c 291b NO Re SMIN 1W21M nnlLe 16W IG OMWiI®R}I•non f1.C/R bBMW /0i0 ]k Iussn "'IM mB W+ llb lbl 32N We WA BW 1pp WA IW9W N/A 1J201M WA FIGURE t: TABLE NOTES: - _ •"'. - _. .. E INSTRUCTIONSUSING AND SHEET 25 FORINF0RMATI0N ON LOADING. SHEETS2 FORGNERALONB0N BEESHEETS2-0FORNSTRU MET HODS. SEEMETHODS. 2) LNEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: EYACDIMENSIONS. NOT TO ST LIPS SHOWNFOLLOWING H WHOLES ON HSHEETST21-23.. TO BE GRIMED IN T ON BH:EE21-23. L RESTRICTIONS SHOWN SHEETS OW DIMENSIONAL HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL FIGURES SHOW SUGGESTED, APPROAMATE HOLE LOCATIONS. &) SUBSTRATES: CONCRETE SHAH CONFORM TO ACI Sol SPECIFICATIONS, HOLLOW AND GROUS-FhLEO RGURE1 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ABTM 00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.SS. ALUMINUM SHALL BE 8(53T5 AND BE A MINIMUM 0F.I2S a a a a THICK. STEEL STUDS TO SEA MINIMUM GRACE 33 AND.NV THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST,126- THICK AND ASS. ALL ANCHORS INTO METAL SHAM EQEND AT LEAST 3 SCREW THREADS BEYOND a a THE MATERIAL. #10 & 112 ANCHORS INTO WOOD MAY BE STEEL, I"S.B.OR 410 S.S. ANGLE CLIP (FIGURES 1-3) MUST BE USED W PARS. 3w MY MULLION a "" �=MCHORCAP.- PRODUCT REVISED La lying wSih Na Florida TOOBTAIN La BTNN THE'AVCHOR B�ildlingCode RED-CORRESPONDISGTOAN NOA-No, 17-0630.01 REREOUIRENENTFORTHE IT IS LOWER THAN THE MULL0N Es incOon DatoOS126/2021 THE TABLE) 0FM S14CR By YIEIDAUSED MANCHOR IAI@n' me o MAY BE USED TO Y M Iinc, HOR OPTIONS FROM THE ..Ill li ull,. * : No. SS705 A 6`149011LER, P.E. FL P.E.# 58705 TABLE 10A_...- _t- - - ] _ x:a r pns w5,.='OpaninpyyjtlMjFFiiiMla'h`35ertirtf inlGN]o)ArOPminB HaBMItrtYrafa0l3PatrifgmidlareT; _-rY Ib 1 w-F,160b - f q-v'tn Wl& .q'iAmO:, fl0d0rgd Tn{Jfnin0. Pedvr0d0 ^TrnNAaOn PxNAAJaI 19W(AnrP 3 i-oO l TAY 40 PcN OAX. T �'AW Re[UWI f TRYA & P([bngtlly ir-0VrMP =faxl i i ]2]"4E 2A009]r0, ;1lmend'� .°EwenB L®dna b+3eq -ifYO C •Faabn9'. LOGE nd 9.-t0iIN01-Apr Sgg �pa ag wx11513 6 t9 �'S$�y ! %ah.5 T3��g,3' iC $Q IF. di6T $a 58 .. ao QN UOA aM 4R0 w 4n.0 Tu t]na ala 1210 0.'0 5'm0 306 11a0 Wa lioa st0 Rao ttte t]0.0 sat 1)00 12. I n, &t in'. 140 90.0 9t t g Ins I n. s21 me,] 16)1 ttno sl a0F 1719 T.Y, tro.0 He iTAO YA 1R0 6M Ran 9¢ 1TQA WJ tTl.o Ib] 1)OA 001 Rao 13I5 1)11.0 6)] IAA a IRO 0® tall I6Y IN➢ f80 IC] IW] IID.O 6W II3.6 tpI 'IRO RA 50.6E'n 179A TN IRLO ffi IRO M In Al IA➢ No 170A WI In. 11. 1MO Rl f)a0 1]i3 1R0 TI] 1Ta0 1.0'�7. 14.i 151.3 I10.0 n0 1A.1 IRS I100 TY ItOA 1S4 1R0 TY YN 110.0 n1 1J0.0 612E INO L56 t]C.01 CBi RO➢ .... .... iN 1]00 1'!1]. 1M0 ON 1I00 1Y 1M➢ 6IT 1b] 455 IAO B3 IM3 14% 1MA MI IfOa tPs PDA rSt BLO 1193 1]00 001 C9F I10.0 0!5 1M0 NI IN] 1W] MA iW 1710 1290 I70A 6'10 1 ']03 sIOO BN 1]B,/ bOO 1A.O M St57 Ia09 1.1.9 ON WI I- 1]l.t In - Rfn tAd B¢ )68 1]OB Id].I 003 1Ta0 sf tU]1 i+' ?s• lit{Ti>" 'OY_C "PA.IEB All? a?nc O•9-. } 7: 19' it ..f.1 120Y Y { 20 :R:r: jiiQ 1a1]. 94.] '9 [•0 1;!] 11431tl' B'l 12N 1:5.) 115 JI-- 13 Ja 1]ST 033 0 .^j(in°' (all SAS 2(BB 11; {NI Wd 1ilf IN L ^'] I11d IIaO 110., �J0 Ti? I •LBO 110.1 69] G'B I130' Y1011 tl3� �. /bh RF II40 I81.0 9I4 1010 IMO {B9.E _]Be.. •M)' IMO t'ArL' IIBB tNd IA_0 iN.O'A•@ (u' tlb� its: I]A IMO IWO W2 101.0 21A1Q YIS _ - r6±9! d010 ,1-8 iCS.A `OIT ®.B 1010 _9r<�)9 BS> `ER AO/A tB10 B].0 ]99 5)A f010 61.0 MC SQS CI Iy7,rJB{`. eMM 1]).1 fiat 1116 TB) 111.3 p6 liLa T13 85.1 948 1U7.1 IN B4.B BY e89 ]OB M] WA 093 RE Pd] RA W.] nB 31l BIA 7.1 TIB N.1 6W 11.2 11. N.B qq tOG A6 @ nln 127.1 WI 1R6r ON IW➢ Sol 1126 no WI "I "' n5 nA WI W.5 ]U MB IN 01.0 ]W WEB W1 751 691 510 051 ®.I WI I5.4 MI 141 475 i9.) A01 WA 6)3 PoN E7 E16 03.1 Bo WB Eb Tit 5W W.1 615 62B 531 91.i &0 50.1 699 I00 615 508 M] al.l W6 N.0 oo ]Ss Edo 415 310 85 MB - 311 259 Nd 83 'A] G9h W] 5W nl 501 59.6 SW 6At IW ..T 50! 61.4 491 426 5A ISA IW 9.9 f.W H.1 NB ]1.1 0A YI 1*J MA 509 A4 4s2 21.] YO ]0.0 43 213 :W HT N) 've] as no LIB no ]W Zf8 N9 RI 3T 20.0 N9 R] 3H ll.l N9 10A ]6I 15.0 W IRB ]Y IWF 419 N2 LIB '105 ]40 440 all ]99 ]11 119 ]S1 i30 LIP 31.7 I111n N.1 4)5 40 no 'J6.0 a]s D).0 3]B ]1.5 13a ]2B T3 P.6 BH 1P.1 35/ VS _40 .'93 ]52 '121 1]6 [1] S•d 1B1 125 311J ]:a 150 179 10.0 Ep GO, ]W 03.4 171 N.1 ]G n.6 '3A i1.9 ]W M.0 YI a1.B M1 YLB ]R 10.1 "A1 A.0 3n 17.3 VA 117 On tuN 203 D] M4 EU f6E 353 17.1 3p1 ArcMNrc( YIC Ete Ulvam 1H'Eeo UiTom �r„ ,`„,�� vlC Fko Nuum 1N'Eko N9ecm Paa.r w UNww Pwrtaetrr auew lG51�&nw pW Sax lr+sl MEBm OYp Pafteln6 FIGURE-1: TABLE NOTES: - )' 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEU25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS,. 2) LINEAR INTERPOUITION BETWEEN MULL LENGTHSANOOR OPENING WIDTHS IS ALLOWABLE FIGURE2 ARE NOTT ENS104AL RESTAGTD'NS SHOWN SEESHEETS 21-23. LLIP3 FIELDHOWN FOLLOWING HOLESTOBEDRILLED IN WE FIELDFOLLOWINGDIMENSIONAL RESTWCRONS SHOWN ON SHEETS 2423E HOLES OBE D MUUIONDRILLED FIGURES SHOW SUGGESTED, APPROJUMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI ]01 SPECIFICATIONS. HOLLOW ANO GROUT -FILL® FIGURES: CONCRETE BLOCKUNIT(CMU)SKA CONMWTOASTMCAC.WOODSH REPRESSURE-TREATED YELLOW SOUTHERN P 0.55E OFY0B MINSGOF 33 AND.MSHALLSES GAUGE)).S1AU RALSI BEAT TO 6' THICK (10 GAUGE). STRUCRWT S THICK. STEEL STUDS TO BE AMINIMUM GRADE 3]ETAL �� S EADS B LEgST.125' THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 3 SCREW THREADS BEYOND HE MATERIAL. #10 S 412ANCHORS INTO WOOD MAYBE STEEL, iBd S.S.ORa10 S.S. ANGLE CLIP (FIGURES 1J) MUST BE USED IN PAIRS. 2 \XI:XUX VAYNtill T PYJ W IEren� •unmuu+. ,OPT,) X(ANCHOR CAP.,� ANCHORCAP.- MULLION CAP.,,,�.�, USE THIS FORMULA TO OBTAIN WE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO Aft AC UALPRESSUREREQUIREMENTFORTHE CAPACITY WHENRIS LOWLE)OF THEM(TFED CAPACITY (FROM THETA MIN OF THE SELECTED MULLION. IT WILL YIELD BE TO ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACfIYTABLE ODUCT REI/15ED PR p1Y(ng wiM Me Florida SWIdtn80odo uoq-Na. 17-0630.01 E c N,,auen Dale, 05)26/2021 * Na.56T05 .L F FL OWN 125' .135 125 2000' 200P - - Z.I • r26S 45'_• Su r L , . .75-XgWMU 3TK,60-MU •� 606bWAUUM. 6m} T saD T.. p r. 1'X2'X.12S•MULION 1•X2'%.BT6'MULL OM 1'k2.T6'%.W6•.MULLION 1'%275•%650 MULLIGN, 1'%3.13S X.5'MULLION 125'X 3.188"X.$65•MDLLDN t78'%3.11'Xd25'MUWON 6085T6 ALUM. "6083Tfi ALUM. TBALUM. 806}TBAWM. X-SECTION X-SECTION XvECTION %S%S ECTION ECTION X-SE0TION XSECTION I- 12S a.4 f-1 6 ti F-125 .✓... c .: :L•'rt 1` i? ..:c �• � _ S ' ..;igia .'I_+ pe ienLUM.Ftzs. �• I T�iA d F�. k. ., x� � '�L 'yn atCIWI"''.:X.SEETfI' cSANC=xFP oI 36058}CA2X. 125—..' 11 wsEcrCN J i ` o- h +.'f4�F5A•.K r"� r r - may; j 3.125—�'{ cur HEnETD J/Y '_CRFATEFfLIP•6EE 1 MIN. �- DETAILF,3HEET4 MIN. 336•MIN. f A A I UCLIP 008}T6AWM. TOP EW L STANDARD CLIP 6663a0 ALUM. OENTEROFANCHORHOLEMUSTLIE TOPWEW CENTER OF ANCHOR CENTER OF WITHIN THE DASHED BOUNDARY. SEE NO=MUST LIE SHEETS SI7 FOR ME ANCHOR OC. DASHED OISTANCE MA%IMUMANCHBR HOLE BOUNDARY, BEE IAME DIAMETER: ANCHOR DTER+1/10•. SHEETSSPFORTHE TABLE B • ANCHOROC. - OLSTANCE MARMUM • .37SY ,ANCHORMLE .375' rMIN. DIAMETER♦1tl6'. MIN. --------------------- I I I I I I i 6 I I I I I .316`MIN.—I F- T]CSANOLE fLN 6WB-T6 ALUM TOPME Y CEN91ROFANCHOR HOLE MUST LIE, F R THE DASN`_O SOUND SHEET3616FDRTHE ANCHOR O.G. DISTANCL, MWnMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER. I/iG. b1Dll Dlmen9o0 (shaetiq .- POT Part0 MluIII-": :S11CCIi1FO0st Olp "U-Mp An9lp Clip 1"xTX.12S(5) Sooi 656113M BW111BM MU43M 666511M 1" X2' X.37S (6) 666E06 666114M 6WI118M W0244M 666512M 1"X2.75r X.375'(T) 66607 666115M fi661120M 666245M 666513M 1-X2:75"X.650'(a) 66606 SM18M U61121M 666246M 6651 1• X3.12S W' X.5(9) 6E637M 6661116M 6661114M 666242M 66851EM 1.25•X3.16B'X.265•(12) fifi641M BE61117M 6661113M 666241M 66E.516M 1.2G7X2.11'X.125'(1B) 69NO WA WA WA 656517M OFFSETCLIP NOTES: sour-WAWM, TOPVIEW 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS S9, 12& 18 FOR SUGGESTED, A FMCUU VITE HOLE LOCATIONS d ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. CImSn$on VBIpS I�n) FOT Mulll0n A 1 X2x.125- Aluminum TdW Mull On B 2854 C 0.895 0 0.740 A 1.125 X2• X.3] 1' 5' Almmum Tub Mullion B 2404 C 0.635 D 0.490 A 1.875 1' %276" X ,375 Aluminum B 3.000 C 0.757 TVm Mluliim D 1.118 A 1.312 VX275'X .650' Aluminum B 3.000 C 0.476 D O.B38 Tube MUEian A 2000 1'X3.125`% w Alum 0 263] C 0.80 Tuba Mug _.D� 1.137 A 2.625 1.26'X3.188' B 3.262 X.265-Alum C 0.862 Tube Mull' 0 1.762 I1V X2.11- A 1.813 .121-Alum Tube Mug PROmUCTREVISED pi 9with tho Ronda BN 4in, tle HOA-No. 17-0630.01 E.pintma mta 05/26/2021 j * No. 58705 1ATEdC ' 2 , A�SFLP. S1' NRO FL P..>i�9705 _L O6T- Y' 1 4.000- .- 4.000 r 9000' SJWCN BOG] -TB gL11M .-3){5• 1- m I 1.%4, "-MI 6053-T .14 1 125• U 2.000'ECRON- U.CUSF`B"'N�U. � p t,(' 1..125, STPNDARUCMPI t < 1 1 1 T i ff 0007. T Z t .125J _ O CEIHHt OF ANCHOR HOLE MUST LIE WITUIN THE - J GASHED BDUNOARY.SEESNFET51620FORTHE J ' ANCHOR O.C. CISTANCE MWG!UMfNOHOR S m MOLE DIAMETER ANCHOR OUXIE�ER• Vt6'. LU S.So-- 10 Z CUT HERE TO 375 O 3]5 3.123'�'F-CREATE F{Ll°EEC 315• IN "T `• J ul. a 1-i - _ :A•� ub .3TS CENERO' 1 . _---- ''TS Z•. �_ /ilLMIN L I ICI MUST LIE WIMLV 1 1 I THE DASHED pq 1 BDUNDARY.SEE 1 I F SHEETS 161r t }I --� r £" FORTIE 2615'£ 1 I I ANCHORO.C. I 1 I I F DISTANCE 3.99• I 1 I I I MAXIMUM 3250" 1 I pNCHOR HOIE DIAMETER: .100' ANCHOR DMAtETEA • 1N6'. .me £ sTAN0AR0 CLIP U41-P �61' CENTEROF ANCHORHOLEMU5TLIE BON3d0AWM, 6063-TOA TOPVIEW TOPVIEW -I U0'1- W THIN THE BASHED BOUNDARY. SEE 12S%625X.10M 12SX3.2SX.624" 175'%3.94'XA2P SHEETS IO.1] FORTHEANCNOft O.C. TAR) FC TAHLF C. CONT. MILLION MVLUON DISTANCE. MANA%BIUMANCRCIR HOLE 6 TSALJM. 6130-15ALJM 60MULLION OIAMETQLCHOROIAMEIERr MI6', %SECTION %-SECTION X-SECTION 3.500° 2E61' 3126' .3T6• 375' .125 I.BTP MIN. L I I I 1 I � •� 25• .125 45• /T 2250" i N 3.25T45'BAYMULMON I 325W I I M. BAY MULLION S0 TBALUM -------- I - ----- fiGSECRLUM. / &SECTION XSECTXIN 1 1 G OFFSET .125' BW&70MUM. .a%a•1 I-.e6r-J 22s•r I-.9Br-� ,]40' TaPYIEw NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 1C. 11. 19.1 S. 19 E 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, plmen[On Value 00) Po(NWllpn: Oimeneiw Value On) FgT Mulllell: 0 1.000 .125' Aunimlm Tube Mu01on O 1.638 0.500 12S X32S X.020 Nunu lnn Tube Mullion H 1 2.6SI 3.000 H 1 1.436 3250 F 3.10] 1'XPX .375' mural. Tu,ubT F G 2825 1.125 1.25•X3.So X.824• AlunMum Tube Mullon G H I D757 2AW 0000 H I 1. SO 3.250 F 2251 125'X325` X.100' munule m Tube Mu6.On s.F - '-2013 3PBa Mul G H 0.]fi0 1.500 F 2.875 45.03 Mull 3250 MUll uhnenden (sheet G) PDTPutO Mullion St6.Clip Offealcilpi u4lip Angle Clip 1' X4' X.125•(10) W364 WGIHM W112M 066241M 66MIBM 1•XP X.3T5'(1p Di610 660112M M1123M 66SIA2M 666519M 14 XC X.377T(11) 1.WX3.25'X.i0V(13) 1.2V X3.25'%.024'(14) M3 Z1801 (M12 2018120315 668112M 6W1i" M£1126M 6E61123L1 M1124M W611NM met!M 6M410M 666i411M 6665191y GM115M 660116M 1.25• XZeM X,W(19) MW 6661111M 691125M M241M M017M SO Oepme (Till B5619 WA WA WA m5liR 451)"me(A) 666W WA WA WA 6695111M PRODUCT REVISED as m,U&S, WlN the Fledda Building CCOOGG ry0A'Ne. 17-0630.01 EaplmllOn Data 0512612021 m Mlaml ade • uc Cenlre 1 us N z \\31111111/// Q' = z No.SB]OS A. LYNN MILLER P i FL P.E.M 58MS JAELEE MulLAulienalon = _;'PG7 Part# .. rylulllon GSM Cho I 0-011p Angle plp' 666281M„ 6W271M I M65112M: 20"%25'(17) ,,66604, 6WN2NIf="6E6272M 66651ISM. NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RFSTHICTIONS GNl ON THIS SHEET, 2) SEE SHEETS IB-11 FCR SUGGESTED, APPROXIMATE HOLELCCAMONS. 31 SEE SHEEL S 2-A FOR GENERAL WSTA1 TMN METHODS. �OyP�6py—; 37 �-2000'--j 6AW I rxe-A S MILLION 6091TBALuw nsEcnov f- .37W CUFHERETC r 6M DWAIIETAGF -CfE F I {zP1 I ' 1 I r I I I I ' r MIN. a+3e• STANDARD UP IEMUSTUE W6 WALUM JNOPRY.SEE TOMEW e0saw AWM TOP NEW 1R6', �•I 'i LUGLIP _ I ]X5 ANGL WP 48083T6 ALUM. '= IL E[61Td AWM .. .. 2.RS� q XSECnON 20GJ'-XSECTMw I 1(1(1(RRRaAafaf I I 125' d25' S.000 }— 37S 4I I-.9T5' Imo'' MIN. 1438. MIN. I I I rMIN. OFANCHORHOLEMUSTLIE HECASHEO BOUNDARY. SEE 16-17 FOR7HEANCHOR O.C. "UP 60 aALUM . mm FOR 2' X E' MULLION SHEET 17 -omnEw 2XSANCLECLIP IUSTLE 6063.T6ALUM. ARY.SEE TO"EyY OR O.C. R HOME ER + 1I10'. .___...______--- ________ I I I I M MOLE CUP iw}w ALUM. TOPMEW PRODUCT REVISED pin wl6o FloritlR w`m`tlnme=iN NoA .. 17-0630.01 EAPiFu6on e a 1 5/26/2021 By Protlucl Contra * : NO.587U5 A. AOESIGN APFRDJAL\' ' 13 FROM TABLE 4AMBNEETB,T l')2J5'%.ESPMULLION(LENGTH•J,'.OPEMNGWIDTN=70UHAS A DESIGNPRESWRE OF 41-71TPSFWHIy t z Inc Kt`iul m Jn vn- Ty. OPENING AND MAYBE USED IN THIS APPLICATION. NOTETHE ANCHOR CAPACOV RECUIRED OF VOWS. N 'LPIGM 2) USE TABLEIBTO FIND THE PNCXORIYPEANCHCR Ot1ANTRY AND CLIP TYPE' REOUIREDFCRWEWWOSUBSTM.TE.00THWE STANOARO.CQPWRR(4)412MCiORSANDWED(5 B U F Nla` C ANGLE CLIPS WITH(4)012 ANCHORS RAW CAPACIY OF 885 UI& THOUGH EITHERONE COULD BE USER,THSSTPNOARD CUP EASIER TO INSTALL. .SS Z 1 i) LION SYSTEM CESIGN WITH THPRODUCTS, PRESSURE OF WE FENESTRATION THE OF PRESSURE THATTHE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE FENESTRAVONB,WILL ? i SHMFIB /-24 ASSEMBLY. FINAL DESIGIGN APPYITo WEFY REQUIRES INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTS TO MULLION. -, INW INTHIS E%ANPLE, THE DESIGN PRESSURE REQUIRED WASn G ESP. THE OVERAL- MULLION SYSTEM WAS DETERNIINED TORE M? PSF WITH AN MCHORCAPACITYGF We LBS. ALTERNATI ThE ANCHOR CAPACITYADJUSTMENT FORMULA COULD; MT. SEEN USED TO CACUU%TE THEANCHOR CAPACITY RGOI IRCO FORTHE E%ACT DESIGN PRESSURE OF fi0 P5F: o• 1 Y Ul ]I NOMIEHt1PA NOOW sat ~ -- -� -i1- '~ �OFEM WDM Q6 US -!o PSF)X(-) 5491A5 IMAYD U'EL TO QVALIFYM 105T'S1.SCREWS FRONTABLE4B1 _ _ YJ..]PEF Y" .i.,',i) S I7 9 g,. IY: 2 `TINE BUILDING SUBSTRATE IS RNOYAJT�4ECM1IMON THEOAMRS AND USESACONCRE HERE ,CDSIIt�HEWMOOW FRAME DEPTH is THE OPEN rI+REOUIRESA DESIGNPRESSUREOF+56AI940PSF. FOR 4, E VERTICAL MULLION: <JN Z 1)INITW.LYASSUNIINGTHATAI'MDEMUUIOUISSUITABE EMWONLENGTHIS3z72'-111WMDTHEOPEMNG WIDTH 1538'+3PH'=]]'. REF_RENCING SHEET 25. THE COLUMN USING RED:TANQQWiIDADINp SHALL BE USED. SCMWE MIUWON TABLES FORAMULUONTHAT5AT LEAST THEWNDOWFRALR DEPTH OF 23 ANDWILL DO MEOR EXCEETH D E REQUR+5 ED DESIGN PRESSURE OFO.d-55.O PSF. IFTHE TABLE' DOES NOR SHOWTHEIXIZE, ACT SUSEWENEM LARGERSUMAVNIPBIE. ET u'I _ � EXAMPLE 2, MULTIPLE MULLIONSw -'SIBDFFAJS FROM TABLE M, SHEET ], THE. VX 275-X.37P MUWCN(LF.NGTH 910B', OPENING WIDTH-W)NEETS THE DEPTH REQUIRED,H.OWEVERTIIE DESIGN PRESSURE IS.M5.1 FEE a � 0' 2 U) F MluxtOTH-�(- sxEeis2a ANDWOUMNOTBESURABLEFORTHISAPPUCATION U FROM TABLE ISHEET 16. THE 2'X4'X I2W MULLION OENGTH= 108', OPENING WIDTH -BOLL HAS A DESIGN PRESSURECF+1$1.T POP WHICH EXCEMSTHE REQUIREMENTS RA MIQ DO DO E Z�'0 FORTHEOPENINGANDWYBEUSM;NTHISAPPLICADON.NOTETHEANCHORCAPA"MMIREDOFSi1LB5. S( aP SEE BECAUSE IT IS NOW KNOWN THATWE MULLION NUMB T TO THE WIDTH OF THE MULLED UN7,THE ADJUSTED OPENING WIDTH IS 3W+36'+Pb]C, NOT)TASPREVIGUSLY F{O=mL H R F'd+ESTX4TIW DErNL$ FROWCTS 9HEE15 - ASSUMED. VERIFYTHATWE DESIGN PRESSURE IS 5TLLAPPLIOABLE FORTHEAOJUSTEO OPENING.ALTERNATMEY, THE WNOOWWDTHS MY BE REDUCED TO MAINTAIN PRODUCT REVISED MIRINAt 24 \ THE 73'DIM.ENSION I35-10•35-M2'+T=]3'). s plyyingg with the FlorR6a Cptla ia \ - , 2) USE TABLE 129M FIND THE ANCHOR TYPE. ANCHOR QUANTRYMD CUP TYPE REQUIRED FIX3TNE CONCRETE 6UBBTRATE.IN THIS EXMMLE, ASSUMETHE POUPEO B NOII -N77-0630.07 NDA I'Tj- li CONCRETEHSADE MDSILLAREB'YADEIFWEhIUWONWPWERETOSECEHIEREDWITHINTHEr.CAREMUS MTAXENTO.. UN NTHEFASTENERSEOGEDISTANCE. VMER FALiI OTH USING WE STANDARD CLIP WITH, (6)Me, ULTPACON ANCHORS ATM EDGE DISTANCEOF 2-17 CANES ANANCHORCPPALffY0F 105C LES WHICH ISGREATER. AND D Eaplravon Date 0512612021 LENti H I `.m SEE THEREFORE M SUITABLE, FORE REQUIREDANCHOR CAPACITY OF 971 LBS. _ BY BETAIS, OETNLE. OFEM^Ka �T624 SH`ETa FOR THE HUHRONTALMULLgNS: �y Mlnm .antra w HEIGHT BECAUSE THE VERTICAL MULL WILLBE A 2'X4'X.25(PMULLION.IN THIS EXAMPLE WE WILL MATCH THE HOWONTALAND VERTICAL MUWONS. ALTERNATIVELY, ANOTHER a: FOR I�/•if MUIL U0N,TYPE C0DO. 08E CROSEN, - OPENIAGHEIGHT1S31Y22'+2'=106'4REFE(EENG,NGSHEET TRECOLUNHI :' t�N MTHE M1NLI.TON LENGTHIS$6`AMITHE MIANGUL ICHi CEMAYBE USED. FROMTABLE IRA, SHEETIS, THE2 X4'X.25V MULLION(¢ILENGIH C2t, OPENiJOHEIGHT=IRON HABADESIGN PRESSUREOF+F1 T0.0 PSF WHICH E%CEEDSTHE REQUIREMENTS FORME OPENING AND MAY REUSED IN MISAPPLICATION. NOTE THEANCHORCAPACITYREQUIRED OF 621 LBS. -QI SE DEBARS, SHEER 2)DSETABLE ULLIORNOTHE VETO TYPE, REDWI ODANTRYANDCLIPTYPEREQUIRFD FORTHE LMU SUBSTRATE. EDGE DIXANPLE ASSGTHE MBSAREB' B', TOM1WMAINTHEFASTENERSEOOERERIEFCESUTABRE MANGLEQUIREDITH WOE.EULWACON NCUPWETIETOBE@ISTXNM i � MCHOSTBETANEN F1-G1 (d)3ItPULTPACON PNCHORS AT AN EDGE DISTANCE OF I'GNES AIJ ANCHOR CAPACITY OF SIO LBS WHICH IS GREA cR,PNO THEREFORE SV?PBLE,FORTHEREQUIRED ANCHOR CAPACRYOF 521 LEE. aT 111IIIII VaQNY LYN/y�'�,, S4'.HDam ��'95•,MONz �J rnUulFm3TH 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE I M FOR THE UZUP SHOWS THE ANCHOR ANCHORCAPACRYREQUIREMENTOF 521 LBS:THE MULL LENDTN OPFMNGmv:x FpivERTICALLaLL CAPACITY IS IO]G LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FORTHE REQUIRED ANCHORTYPEIS AIII2 STEELSLREW. - _ No.58705.�-� MOMWEMOVESTFPS.WRMULUONDEBIGNPRE REIS:- H-64.7PSFFROMWEVERT:CALMULUON; 11-170.OPSFFROMTHE36"HORIZOMA WWONATTAORINGTOCtA i eCA1(/L '!ram +1-110.0 PSF FROM THE WHORIZONTAL MULLION ATTACHINGTO THE VERTICAL MUWON(INTERSECTION). IS-] PSF AND WOULD APPLYTOALLOFTHE MUWONS. �i Fs' 0.40R!u?...' THE LOWEST DESIGN PRESSURE 64.0 > TsAONAL''El�1�� VERI MEOESIGNPRESSUREOFTHEFENESTRATIONPRMUCTSUSEOWRHTHISM.UWONSYS M.UIELOWEROESIWPRESSURE.OFMJLUONSORFENESIRATION PONMOOUCTBELNSTALLEDIN PUE A PRODUCTSWLLAPPLYTOTHECVERALLASSWBLY.FW DESIGNPREBSUREREOUIRE; TTHEBOTHTHEMUWONMOWEEFENES MUWON.. p ALS'idliliNia, ACCORDANCE WITH WE INSTALLATION SPECIFICATIONS INTORESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO LJ FL P.E.#58705 1� { PLPS OF RECTANGULAR LOADING ""'-'- •�"""" - 1 � 1 p N My I I I I LOADING OF VERTICAL MVILIONI LOADING OF VERTICAL MI SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL IAULI.101 IuI� , III' NSAl LOADING OF VERTICAL MILLION SILL OFYANDOWS NOTANCHORED II LOADING OF KORIZOMAI MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOADINGOPWRTICALMULION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANONOHEO WITH INTERSECTING HORZONTAL MUWON r l MPW JI' � 4 •i i I A E- 1 _t � j PVi f � aS1 W o0 jm { III �IOADING OF VERTIGLMUWON rc J2:.. LOADING OF HORIZONTAL MU -ON LOADING OFHORRONTALMLWON 1 W � ' g O RV _ w 7 n Z p Y Y U O Q O a5J Z,t°n rn O SHUN 0 4G,�K 4 PRODUCT REVISED 0=1ZI IN IN. R.M.o No" . 17-0630.01 FiptrvSen Date 05262021 ION LOADING HORN IZONTAL ,L MULLIONS LOADING OF HORIZONTAL MULLN INO NOTES: Miv oPro not Control ' 1) DRAWINGSAFE:• _ 1 - .. •. _.. RFRESENTATICNS OFTYPICAL PIN CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE FJRMPOLATED FROM THOSE SHOWN. E CANNOT .�NY LYNN�WRECTANGUTAN BEIOETERMINFDUSE ,' VGENS6: LOAD NO. U1�3 3)SEEPR000CTS-APPROVALFOR ND.5B)05 *:ACTUALANCNORLOCATIONS.moo`. UORION.. `G\\��` LOADINGOFVERTICAL U) NGCFHORUONTAL AMNAI, IMU53, RE M1.1I110N MGLLION FL P.E.0 0705 SCANNED BY St. Lucie County MIAMI•DADE 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070.Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eav/economy 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 -bade County RER - Produet Control Section to.be used in Miami Dade County and other areas where allowed by the Authority Iurisdiction (AHJ), iA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right this product or materlal•,tested for quality assurance purposes. If this product or material fails to in the accepted mannertthe manufacturer will incur the expense of such testing and the AHJ may itely revoke, mcdifj, or suspend the use of such product or material within their jurisdiction. RER the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control that this product or material fails to meet the requirements of the applicable building code. duct is approved as described herein, and has been designed to comply with the Florida Building cluding the High Velocity Hurricane Zone: LIPTION: Serier "Si P-770" Aluminum Sliding Glass Door H%/ 90° & 135° corners —L.M.I. )VAL DOCUMEHJJ Drawing No. PGT0130, titled "Series 7.1,0 Alum, SGD - LM Impact", sheets h 22 of 22, dated l 0/10114, with revision C dated 04/05/ )7, prepared by manufacturer, signed and y Anthony Lynn h4illl%+t, P.E., bearing the Miami -Dade County Product Control. Revision stamp with ;e of Acceptance number and expiration date by the Miami -Dade County Product Control Section. : r ,E IMPACT .LRP.T?N Large and Small Missile Impact Resistant ING: Each unit A&Il bear a permanent label with the manufacturer's name or logo, city, state, pries, and £ellowin st� teraent: "Miam Dade County Product Control Approved", unless otherwise VAL of this NOA shall be considered after a renewal application has bet filed and there has b4,en e in the applicable buildrift code negatively affecting the performance of Cris product. NATION of this IT t) will occur after the expiration date or if there has been a revision or change Aerials, use, and/o*'mantifacture of -the product or process. Misuse of this NOA as an endorsement -oduct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure y with any section oftiris NOA shall be cause for termination and removal of NOA. 'TISEMENT: The*A number preceded by the words Miami -Dade County, Florida, and by the expiration d1 a may be displayed in advertising literature. If any portion of the NOA- is i, then it shall be doNIH 4ts entirety. ?TION: A cop" df"tl.is'entire NOA shall be provided to fhe user by the manufacturer or its irs and shall be'availao.v. or inspection at the job site at the request of the Building Official. A revises NOAP ).k6' 29.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as document mentiou"ed'Abbve. utatid*n,idds;reviewed by Jorge M. Plasencia, P.I;': 43 ? NOA No. 17-0420.12 r 1Expiration Date: February 17, 2020 r4pprovalDate: September28,2017 Page l 1Jt' `i Ap, '$-Viifri'dusiries; Inc. NOTICE'; ACCEPTANCE: EVIDENCE SUBMITTED A.,:, ;. DRAWINGS ,,.1. Manufacturer's die drawings and sections. ;L,• (Submitted, underNOANo. 14-0123.10) - U-g. Drawing No. , PGT0130, titled "Series 770 Alurq. SGD — LM Impact", sheets 1 through 22<of 22, dated 10110/14, with revision :C dated 04/05/17, prepared by manufacturer,;signed and sealed by Anthony Lynn Miller, P.E. £si : , v'iESTS , „11, Reference Testreport 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 niark'ed-up drawings and installation diagram of Aluminum Sliding Glass `1 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 >''r'"�'='•;_, 02/15/16; 0614" / 6 and 06120116, all signed & sealed by Idalmis Ortega, P.E. 4 ' (Submitted ttnde,•NOANo. '16-0629.06) - 2.- Test reports dii: 1) Air Infiltration Test; per FBC, T .,9 202-94 i, rq 2) Uniform Static Air Pressure Test,-lloading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, 'hAS 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 ,narked -up drawings and installation diagram of an aluminum sliding glass door re are3't Fenestration Testing Laboratory, Inc. Test Report No. FTL-7554 , p p Y g rY, p , i dated 11/01/I S, si-med and sealed by Marlin D. Brinson, P.E. (Submitted i ii.' ler• NOA No.14-0123.10) ;'.3. Test rcportstoi: �) Air Infiltration Test, per TAS 202 94 •'i ` ' a! �) Uniform Static Air Pressure Test, Loading per TAS 202-94 I' 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 4", :v along with rri�arked-up drawings and installation diagram of aluminum Sliding Glass Doors, prepared By Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, F �` 6036, FTL-6001, FTL-6014, FT1=6015, FTL-6017, FTL-6023, ' FTL -6024,Al i"- 025;' FTL-6028, FTL-6031, FTI 6033 and FTL-6036 dated . 08/10/09, all,'srgri6d and sealed by Julio Gonzales, P E. Note: The'te'�.t_reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued,on 12/29/09, signed and sealed by Juho bonzales (Submitted itiWer NOA No. 09-0826.10) Jorge M. Plasencia, P.E. ,•;iy,x;;^*:;- ,•,, ;i," P duct Control Unit Supervisor NOA No. 17-0420.12 1 .,...;; ,r Expiration Date: February 17, 2020 1. Approval Date: September 28, 2017 T, = J$.till 1fi 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 2011" 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. I5-0430.08) C. 'CALCULATIONS.`' 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014)-and FBC-6" 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 , i D. QUALITY ASSURANCE it, '. I. Miami -Bade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 11. Notice cf Acbro ticnce No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol@ Ultraclear, Clear and Color PVB Ghlss Interlayers" dated 01/19/17, ` expiring on'07/08/19. 9 l2. Notice of Abbelitance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlaslg (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07104/18. F. STATEMENTS y, L Statement let'tkrfof conformance with FBC-5` Edition (2014) and FBC-6"' Edition ` (2017), da4ix'03f10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, RE: 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, e . 3 signed and,gen9e`d'by Anthony Lynn Miller, P.E. 3., Test proposa� 10: 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. z G. OTHERS ;t. ` 1. Notice of Acceptance No ".`SGD-770" Aluminum S l; }t on 08/04/16lMd'expiring 16-0629.06, issued to PGT Industries, Inc. for their Series Tiding Glass Doors w/90° &135' corners - L.M.I. approved on 02/17/20. ` E-2 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 ,1;: ;riNp AO, .. G L :11 �` INCLUDINGPOCKETS &°9D°/135° CORNERS'- GENERAL NOTES .. ".I " t - ' aL .i ; L1 r L.. 2) GLAZING SEEYABLEB, THIS SHEEP&`GLAZING DETAILS ON SHEET& 485 } A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM EIS D0. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TAHLES ASTM E730G. C. DESIGN COAOS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 3) ANCHORAGE: THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PR0OUCT. MATERIALS, INCLUDING BUT NOT LIMBED I'OSTEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS C-14. 4) SHUTTERS:LALjF, NOT REQUIRED PER FBC REQUIREMENTS, A. APPLICABLE. RTINSTALLUN S ATICREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TU CAE StnL-cD'v'° i H 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE Vl•I H `-H..s nc-�;... cry -"" CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, L-5993, FTL-6001. FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FT FTL-6024, FTL-6025, FTL-6028, FFL-6031, FT-f6033, FTLS036 AND FTL-7554 I Slow wurioss hM4abom Eawderto Intedo I pEgIONPRESSURERATMU IMPACT RATING SEETABLESI.2&3CN RATED FOR LARGE a SMALL SHEETS S. 780 MISSILE IMPACT RESISTANCE COD ES I STANGARD-S USED: 42017 FLORIDA BUILDING CODE (FBC), 6TH EDIRON a201d FLORIDA BUILDING LODE (FBC', 51H EGIRON aASTM El300-09 •ANSVAFBPA NDS-2015 FOR WOOD CONSTRUCTION -AUJ.NUM DESIGN MANUAL, ADM-2015 eAISI 5100.12 eAISC 36010 0 GLAZING ELEVATIONS- ............._.... 15.16 PANEL / SILL TYPES......... 17 CROSS SECTIONS........... 18.19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21,22 ABLE A AnrLor GmP - - IMCX TYPE a -II �LJ m ,M b�(.,. 6ub9mle _) &tin Edge Olalence NIN. 0.0. Dlttance Wa' Icy Mehl ll,'EnnsPlacIeat _ _ _ A y12108g LFr 00&al F,p 89 YaJ p12410 bg SMSI ' (ter- 90 Yai, F,p 110 kill) _ _ NI a gaNem Pna(30=0.55) &IB' 71W 1-wr 606}15ANminun SO WIT 0.080- T"' A1661ceir 3w WIT .GL ]J Steel Blltl 3B' M. 0016'(10 G4) 1/4' Too AWPI4W W D F,57 W. F,90 kal a, Cerxmta min. 2,22O 1-; 3" I. r Jambl Pd k F91e4 Block ASTIA CSO Y 3" Y Jamb)PLo Hdbw Blow SWL90) Y 3' 1-1/P ATSaWem PNe SG=0.55 1' 1' '4OF B M2 SIee16M5 (G7.5) Qnln. US Uhal beyon4 Tott aebMaH.) All SOW,em FNe (SGe0.55) 9116' 710' S& 800}T9 Akmhwm 3B" 0A90' A365Ne1 3/6" WIT Bi 0.05,Y Gr. 3361ee15W1 WO" 9I10" 0.046' 10 Ga C 114' Eko Becoan0 ryy IH So, F„ 117ka1 al OcIlcrete (Mn. 2.89 kep 1' 4' I_XT Jcmb/P-0ook. HollsW31ac4(ASIMCBO) 1• 0' 1AW __ w, Ela LNMCnMJ; i{ _1551c1 F�\TEkai al Canamte (mint Nal 2-12' _ Y l4ar o,2Rn7PNak .FW 64%l MICRO2-tll 4' 18'4"_ Jx .BI Smk '41ew Ck*l: lAS'IML 2-1?. m - Ytfi' '- 1/P4105S£NO Cm1eFNA® Fy 127.4ke1 -,: 1897ke1 Vee4I SIN Ca CFIo min l.9g N^ 1- 4' 1-14' emb/P4wck Loncreb min. 3.35 Yap P B_ t3�4" lemb1 P4koak HdIeW Bbck &RA C90 3-1/x' I Ir I 1-,P- 6oNXem Plre O=OAa P 1"I lye' HERE SUBSTRATE CONDIT SREOUIRE ANCHOMGE FROM MORE IHPNONE OF THE ANCHOR GROUPS ABOVE, CHO OF TIE LOWESTLETIERFORALLTABLESINTHISAPPROka . 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE 3) FOR STEEL STUDS, MIN. FU - 45 KSI, MIN FY-33 MI. 4) FILLED B1DCK VALUES&1AYALW BE USED IN HOLLOW BLOCK APPLICATIONS. 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT MINIMUM OF 3THREADS EXTEND BEYOND METAL SUBSTRATE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. PRODUCT REVISED 3) WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-12" THICK. Pqm ten me Florida PROPERLY SECURED. IX W0OD BUCKS ARE OPTIONAL IF UNIT ISLY 6alialNcode INSTALLED DIRECTTO SOLID CONCRETE. WOOD BUCKS Now-N.. 17-0420.12 DEPICTED AS 2X ARE 142' THICK OR GREATER. IX AND 2X BUCKS EapVa0en Dato02117/2020 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER B LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Miami-e Product control THE. RESPONSIP.ILiTV OF THE FNGINCER OR ARCHITECT OF RECORD&TO BUpCViEk6051 ( =-_77ING 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) I F SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS xlnul7 NOT REQUIRED. IF USED, NON -.SHRINK, NON-METALLIC GROUT, f// MAX 1/4'THICK&3400 PSI MIN., (DONE BY OTHERS) MUST FULLY �a�a,ONY`YNAf SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOTTIGHT TO v� S:' OCENse ...Z,aatt�L. THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF -•;y SUBSTRATE IS WO00. 30p FELT PAPER OR MASTIC IS REQUIRED = * No. W705 BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED = �/ BY THE AUTHORITY HAVING JURISDICTION. DEAmaTw.xmvea�rreamann I ® Wsu6D nc v,aYl NTS.e Vvv- wr, .anrrme �v, me A T s22 - P0T0130 C CONFIGURATIONS NOTES: EXAMPLE ),7 FCONFIGURATIONS SJOWN,ARL ALSO AVAILABlEAS X"POCKET CONFIGURATIONS AT-ErHEROR 501 K JAMB UNIT �'EA- MP-,L-E�'4'PM"El-,'A'xy�k-FN'P'6&KET(0)dONFIGUR��ffOI4'6kN BE �',MN4,L)NITWIDTH' -11 -,)C(XXoPlvX OR 1. O>(KX IN POCKET CONFIGURATION 'l !Y'L 3 69�-PANI! CAN BEOXXXI,I" '—'NO�I. PANEL WJDT�s PER TABLES 1-3 PERTABLES 1-3 2) 90- & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) iFOR NOM. PANEL WIDTH, SEE TABLES 1-3. MAX. UNIT MAX. UNIT T HEIGHT 1�w -X' = OPERABLE PANEL, EIGHT PERTABUES1-3 '0' = INOPERABLE PANEL, I PER ARLES lip V =POCKET DETAIL LETTER WOOD OR I , ETMETAL NSASTAIGLINLATION 2 EL r COPCRE INSTALL r, �co1 11�� A,LqHE UMBER ' `' 4 ^ F I_. ...'-,.-. ,, IlNFIruRAT NS WIDTH UNItWi - DTR.-,. DLOWf6fA--NOM.,PANELVV!DTN-7- - MAX.UNITWt rw;DT DLO HEIGHT= DOOR UNIT HEIGHT - 10.121° NO .PANEL IDTH NOM. PANEL WIDTH 2 PANEL HEIGHT DOOR UNIT HrIGH1 - 1.869' PER TABLES 1-3 1 1 1a PER TABLES 1-3 191 to to 1 ff MAL IT: '92 to �it 9 I'�� HEIGHT UNIT 1 tJ 19 ' I PER I , ' iEo TABLES1-3 PER LES'1�3 p 4-PANEL CONFIGURATIONS PRODUCT REVISED PSYM9 With Me Flovida 3-PANEL CONFIGURATIONS 17-0420.12 MAX, UN IDTH MAX. UNIT WIDTH ---------- i!x,h.M,e 0.1.02M712020 NOPANEL WIDTH OMYI.-42. NOM. PANEL WIDTH AM. PER TABLES:13 3 19 19 tU jMAX.NIT 9 NEW HEIGHT mom MAX UNIT I Iseis PER to `THs 7 HEIGHT 1 1 is I M TASLES`I� POCKET 5-PANEL CONFIGURATIONS -22 I C N. 58705 T1, 4(j am, ... 0 a. "T F "/,"O/VAL 10 e "11111 AAYICMAILL RPM I EXAMPLE CONFIGURATIONS t- -�.. CONFIGURATIONS NOTES I--+•J`1 iY� 1 �A T a 1 I " -MAX. TESTEDUNR WIDTH .+� F .+ T' f /...1 ALL CONF�HOWN ARE ALSO AVAILABLEAS 355-7/18 @9B HEIGHT I Er '7 _'t )-:pOCKET CONFIGURATIONS' TERHEROR BOTH JAMB - I r r� ry !-3001l4 @120'HEIGHT Yyl-RL M1 II INIi,, i J 1r LOCATIONS USIN OE7AIL'JtM,°Jd °Kw"'OR'Kc INSTALCAT(ON. NOMI PANEL WIDTH •J j4, ",irl r>2r<f' . LF t f t11S e n GXX%% XXX INPOCKETCONFIOURATION 1 1 I Jv;p• -m G K PSI I. L NH ES(AMPLO'4 PANEL XXXX IN POCKET (P) CONFIGURATION CAN BE' .-< a. ..; ,1 I 61 •�... ,•.. ,.;.. 1p�RXXXEi p:O IPER TABLES 73 - _1.r' 1 CAN BE OXXXp. - 19 1 jaam OF ANY CONFIGURATIONS.. CAN BE COMBINATION OF ANV 25TRAIGHT CONFIGURATIONS.. MAY, NIT � /I I§may HEIGHT, is 1 / 3) FOR NOM. PANEL WIDTH, SEE TABLES 13. 9T OR 120' / / / /• jkH In 'X'=OPERABLE PANEL, II / II POCXU I a ^O"= INOPERABLE PANEL, °p' POCKET T- c i_. - _•.`' ` I` 6-P.ANEC CONFIGURATIONS - •�', , t DETAIL LETTER - - W =WOOD OR METAL - - d• 1 { •,. -- _- -' .. MAX. UNr WIOTH : C.... - _ . W' o =CONCRETE INSTALLATIONTION '--SHEET NUMBER NOM. PA, EL WIDTH 1 a 1 0 1 3 PER TABLES I3 BUD T TTg7 19 is 1 1c 15m PANELH WIDTH GHT=DOOR UNTHEIGHT- HT-1.866° z DLO HEIGHT=DOOR UNIT HEIGHT-%125' o to 10 ® 1 f / Poc _ .r--- 7-PANEL CONFIGURATIONS PRODUCT REVISED as complying with We FbnEa Building Cod. .GA-N.. 17-0420.12 111n nnI1, i. JUU-LIV/IMrHli1 '/Illlllo' orvr A. LTREX UER RE 9 e 22 PG70130 C P.EP Soros GLAGINU UtJAILJ. U3, LjJA, U4, U4A, UO: CLiOA - .. i' 7/16'NOM., 1°NOM. . '3l16 HS GLASS 3/I8 HS GLAS3 3lt 6' HS GLASSS .090" PVB .090'PVB 090 SG— 3/16"HS GLASS 3/16 HS GLASS I < 3/16'HSOIASS >a 318-AIRSPACE 82 it2 1 1I 3116' T GLASS— _ ry ILIj� '1 83 314' N M. I i I, rI 3!4" NOM. FIOH EXTERIORG IT I , CIP.55 /�� 5/4'NOM. 211J] BR �+'' BRr GLASS I > BITE k 'HS'= HEAT STRENGTHENED ' TEMPERED "PVB' =.090' TROSIFOL® PVB BY KURARAYAMERICA, INC 'SG' -.090' SENTRYGLA? BY KURARAY AMERICA, INC. JRq 000917 C I NOCOWO TNISBNEE. JR fAHO/f9 i � t 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9116, NOM. 3/16" HS GLASS 1/4' HS GLASS .090" PVB .090" SG 3/16- HS GLASS 1/4'HS GLASS >9 5/16'AIRSPACE 74 1WTGLASS PRODUCT REVISED .IYIde++'IN I8e £larida 83 b NBUIMM, Cdda 314' NOM. NOA-No. 17-0420.12 "MRIOR GLASS 124127 3!4'NOM. eaotmnon mm02H 7/2020 BITE GLASS FxreRroR BITE Br Mmm -Oa ruduct Contml - e1- ' i W16" LAMINATED GLASS TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A j _ I �.tiaONY LYN&"",, - a, ticexsp'a�b` 4 SEE SHEET 15 FOR SPACER DETAILS. ' '�'• STq p �� INd IELXNOL00Y0RNE '" GLAZING DETAILS SERIES 770ALUM. SGD-LMIMPACT cem. orqurxmne ... _..,.-.......- o A�L��E�NG`�� LYlIIL1cu P£. PF.s apo-]m NTS 4 122 PGM130 oR I C .0ow 'GLAZ4NGbE-TAILS-(G6;G6A,,G7rG7A;G8,&,G8A), - - 41.1 I� - - . •-4 1 ,?� . . . , 4! 71 N ' n, t, i tA ... .:, � , I",NOM. ANN GLASS - 3/16"ANN LA P ag— — 090' SG,— 090" SG__\ WIV ANN GLASS - 311V HS GLASS- 8 318'AIRSPACE— 74 31W A14N GLASS- — SPACE 318-AIRSPACE— 74 SS_ 3/16' T GLASS 02 Z L ASS 3116' T GLASS 83 3W NOM. EXTERIOR 311' NOM GLASS a 3/4'NOM. X34B�NOSM 124-127 GLASS S IW27 GLASS i S BITE BrrE I_ L _RIOR BITC .4 MR MEMOR r - - 1�3 I" LAMINATED I.G. GLASS, TYPE GG 7/16"LAMINATED GLASS, TYPE G7 V LAMINATED I.G. GLASS, TYPE G8 1-NOM. 9116"NOM. — — I'NOM.. 3116"HS G!-ASS. 3116' ANN GLASS- .090. SG— 090" SG 114' ANN GLASS— .090- SO 09'* SO 3116' HS GLASS- "o GLASS I* '90'SG S ANN GLASS 3/16"ANN GLASS Sp r 5116-AIRSPACE— 74 6" AIR AE ANN GLASS lj� ANN GLASS--],, 74 6, ulew.�IRSPACS 74 SPACE— 114'T GLASS - GLASS T A joir _LASS 1/4' T GLASS PRODUCT REVISED .. —.pl,!., 6 Build1n, C.d. No 4- M 3W NOM. NBA -No. 17-0420.12 NOM 314'NOM. 124-127 �ERIOR EXTERIOR GLASS NOM 3/4'NOM. 124-12 �plmllon M.02J1712020 S GLASS BITE 8 GLASS BITE BITE By I..-U. Pl.d.�tc�nt,�, te V LAMINATED I.G. GLASS, TYPE 136A 9/16' LAMINATED GLASS, TYPE G7A I"LAMINATED I.G. GLASS, TYPE GSA "ol tti.... ..... . 1�, GEN c N.. 5,70, GLAZING NOTES: 'ANN' 03 = ANNEALED 'HS"= agll HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. 0 TEMPERED PVB' -.090' TROSIFOE PVB BY KURARAY AMERICA. INC. a87p0.=Eyr .SG' =.09W SENTRYGLAd`BY KURARAY AMERICA INC. GLAZING DETAILS S/ G`� SGD - LM IMPACT ... =_7 1�- I -�Esmls��. AAWNUI�.PE C P. p i e I L 9'7 T IAbLC.1 _..: ..-.._. _-:. 1 ��* 1k ItDinign Preadult* (DP) end Mohoredantltias' RegOired + N i - MaxirnulnDE'fotallslzes: o.`(for all epproye0gor c'-c4 +601.60 s11, f sAef1i i^ a Por eomerashegal hnchdomgean 90'Or435'°2p(naumb,220 h %—t(May be llDJted M Table IA)'�• U. unit more,....— ra r i ,,: . , j Table apdice to Glass TYpes 3, "' ,80' - "" 84"- a 00 k. _ + 98" ' • -3A, 5, 5A, ], TA, 88 8A and _ ' DLO 7b71e' ULU ]0-TIB° DLO BSd18' DLO shwm Me 501e1AatWo Ancho7 Glary Anchor Omup Archm Grep Anchor Gmvp belw . A B C D A B C D A B -C D A B C D II COI C4+1 "+I C4+1 .CA+1 G+ CA+ +1 DI+1 1 CN1 GI+ C4+1 DI+1 G+1 C4+1 2V 17' Jamb B 8 0 B B B 8 0 B B B 8 B 9 3 0 VUOp.Mok 0+7 6+7 6+7 6+] 7+8 ]+8 T+8 ]+9 T+8 ]+B T+8 AB ]e0 A0 7+e ]sa Haed18B Oe+1 U+1 U+1 04+1 04+1 04+1 01+1 U+1 U+1 CIO Uri Vat 04+1 04r1 U+1 U+1 6 3D' JacN B B e e 9 B B B G a s 0+ MO . P-hoak BTB]B+] I_ 7 76 8 7a+0 7+8 6 7+8 8 78+5] 5+ Houni6ill C41 C4+1 Ct1 U+1 U 1 G+1 U+, Uri U+1 C4r1 Gri Ur1 U 1 G+1 U i U 1 Jamb. -:C B.._- B B" -'E a f, fl '.6 -0+0 '6 ]+B 6 ]+B' .6 N6 8 ]a9 B ]+B Q o- S� � J P-bda B!7 G/"c f»] @+7,_ i'i6 T _;]fa A+1 U+1 ifcQ5111 - G. 1 U+1 U 1. U+1 CN U+1 U+1 4. i'."+ :+N U+1 UU _ .SH C4,1 E 42• - Jamb 8 B I B B' B 0. e_, B e 8 a B e 8, a B P-h0a: 8N B*T 8rT a+T 71. T+0 7+8 I+e 7+8 TaB i+a 7a8 7+8 ]+8 ]+e DLO ]rB Head'SIII U+2 c4r2 U+2 U+2 U+2 U+2 U+2 U+2 U+2 U+2 C4+2 04+2 U+2 U+2 U+2 U+2 46° Jamb B. 9 a a 0 B B B 0 B 8 8 10 8 e 8 DLO P-hock 8+7 B+T fi+] BN J+0 Tr0 7+a 7+8 7r0 7+8 7+5 NB 7+B 7+B ]+B ]+a TABLE 7A:. Sill Helgfit6Mali(+) DP- (Water Nfiltra0an Rating) Bill REer Ha M HIM (+)Design (Flat or Sheet l7), pressure, Pat - Flush -l-1R' sae mt.3 Low-2-1/Y +48.67 Medium-31/4° +60.0 High-4' +fi0.0 SEE NOI bS I3 ; FOR EXAMPLE ON USING TABLE, SEE SHEET B. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 34/4" SILL 2) WHEN USING THE 2-1/2- SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-114" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4'SILL, POSITIVE WATER OF IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE DLO WIDTH= TABLE 1A. NOM. PANEL WIDTH-7" 3) 4'. 3-114" AND 2-12" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2° SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED 13YAN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT - 10.125- ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. PANEL HEIGHT = DOOR UN IT HEIGHT -1,866" 5) DOOR 5) JAMS ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE- BY 2 FOR PAIRS TO BE INSTALLED. OH LENGTH e i 101 OH RATIO 21 of J_ OH RATIO=OHLENGTH OH HEIGHT „.: .�, - StraighpAstragal- tacluble S: _ S"u'!sba8al LacksOte@ 135'Astragal 1«7sBle @. Inted'eak'J .: P-hock Lockstile@Jamb' pisembly -Standard5tile SValght Astragal pssemb - -1'90:A Vagal Assembly 135'Asbag5l Standard Stiles Standard Stile Standard Stile Standard Stile HeaW-duty stile Heald-duty5tlle Heald -duty Stile Heald-duty5tile Standard Anragal Outsld-C Outside Ccf� CorInsns Corner ICEInside Insid Corner Outside Corner Corner Part d60 (x2) Part 960 Part 960 Pad 960(Stile) Part 967(Astra,l) Part 960 Part p1181(Darner Part B319 (Out) Part 0120(In) So parts 931(&432 Part#61 ReceNerl (Corm &Fxd Mount) CERI. DFAMadi A9 sanno I NTSI B Eaplratlen Data UW17/20TU 6y MiamLDa rP.or Control t`ts 111 nIr177r * / No.58705 'p A. LYIal MILLER. P.E. P.E.0 M705 3 0061gOPTessOre(DP)gnd AnchOTQBantEies72equ',red;(10fagapproved Lon0gui8B0ns onSh'eets 28i3). M1laximum DP for all sizes: +BDIaO G".'Forebmma BagalalliNom9a an BO'br 136•emmrtmits, see lJrtet if -• "•-� .es1 Belay he 5miletlty TaBk 2A), ! - W01 - L461eAPP9e^l0 S 0 D 6, 6A.�,A $8A ntl1 e ' 6BTla DLO J3 TI0 DLO -. 9] PLO i ' B}]l9.OL0 8}]la"OLD -,w DLO GmBP t• B�UeIAs.Oegal Yypea ellown bellrv: -a cBhorruoup -:A; AncBhor Gm_P•-"' r-APchor GC P •• AnahorG P,- •- 'Ano __. a mPP " " 9 - Anchor Oro.P -= -Anchor A B C D A D. CUP U A'•An8 B C D A 8 C -0. A B^ C 0 A B C D A B` n 5 + •1 Gal GH UH GN t GPI Ur +1 GH H at G+ Grt ^AN Gat G+1 at GN G+1 Gat Gat GN 04 G+1 Gal +1 Ga G+1 Ba01010 1D 10 f0 t0 10 10110ID1D 10r] 2d' ULO Jamb 0 ]+B' AB 1+B PB i+B J+B T+8 ]+0 B+P ea8 P•9 O+S Bra B•B 0+9 0.9 9H0 9N0 BNd BHO 9H0 BNO 9N0+t+1 > A0 G+1 T+d Gal 7.8 C4+1 ]•d G+l G+11 G-1 C4r1 Grl C4r1 Gat GH Ga1 U•1 CIr1 G+: GN Gat Gal Gq CMt C4+1 Gl+l U+1 Gr1 Ual GN U+1DLrrO W-W B 8 0 B 8 0 0 0 9 0 0 8 10 10 10 f0a 10 10 10 10 f0 10 t0 10 10 10 1D 10 Taa AB 7+B ]+B 7a8 ]+8 ]+8 &B 0r9 0+B +B 9+9 B+B 0+9 0•S 8+10 Ba10 Ba10 9r10 9H0 BafO BNO BNHBad6111 he A0 i•8 T+8 -]+B I G+1 Gal Gal G+1 U+1 G+1 Gal c4+1 GN G*1 Gat UN Grf GN G+1 C4+1 UH U•1 GH G+1 Gat G3T C4+1 +1 G11 G+i G+1 G+1 8 G+fl P_ 0 8 6 a B 3 f0 f0 10 10 10 10 f0 10 10 10 10 1D 10 10 10 W RO Jamh B 6+7 B+T. B+] '0•] B ]ab 8 YB 8 T+0 7.0 e 9 + 8 i•0 NB T_0J'•'tl Orvt G1 1 :•tl, T•B 0+9 0+9 d+9 8+0 BaB B+B 0+0 8+9 BNO 9ND BHO eN0 rt 9r10 BHO 9r1D rP-hook UH G+1 GH G+t U•1 Gal OI•i G•1 GA UN C4.1 GN Y•1' Gal Ca11 fqN GH G01 G+l Uat C4.1 G+1 Gat CSr1 OSH G+l GA WadBW ' G+t 0 0 B e a 3 G 0 B P B 9 B a' 6 d to l0 10 10 10 10 10 10 10 f0 !0 10 10 f0 12 W 10 f0. aT� Jamb. fi ] 8 T ' 6�T' 6+/' T+b .]+6 T B 7 6 PB T d T 0 _ i B p Z G iA. T B a+9 BILL 0 9. ' 11+8 &9 '8aP 3+9 6+P 9.10 9+10 G10 8+10 9N0 9r10 9ND 9+10 2..`+21�a +S GF2 Ga2 (T+2 041. G P G.S G Li.S + U 21G 2 G. S 94 G 2 O'NS L5r3 G•L Gr^. 69a2 LS•2 G`n2 C5+2 Ca+2 U+2 I'312 G+2 IS ,M1f• S Yx ..fcW %' Ja 8 8 'b' a '•a a' tl tl ^.aa). ' B' 0 BTA: • 10 W • :B n 0 1 1Dy 0 `10 10 101 01 f0 10 12• 'f0 -ID f0. •1R t0„ 9a10 f0 9N0 1D. 8+10 " Pt0' i P.1,ogf Bq, .1. :6+T, PB Tae HP bd. _-A8. > b ! tl ntl 0 is .].0 9atl :nY 83 r me Bag Bre 0.9 8+9 6+0 BaW ba10 6+t0 6H0 9a10 HcuJBlll" Gat G+2 Ga2 Gat Odr2 G+2 U+2 CG+2 G+2 U2.G.._ fb2 G+2 GW_ CI+2 U+2 61• 7' Jamb. ' 0 8 B 9 0 B tl b. 10 B B b 10 0 B B P-took 0�] BN 0+T B+i ]+B 7+8 NB AB T+B T+e ]+0 T+0 7+8 7+5 7+8 ]a0 Not available in these sizes Ikadspl 04+2 G•2 Ur2 G+2 G+2 Ga2 G+2 G+2 G+2 G+2 G+3 21W Ga2 G+2 GaR G+2 53" Jatpb 0 a 0 a B 0 B B 10 8 6 B 10 a 0 e PJmok 0+] 6N 0+] B+] IaB _T+B ]a8. ia0 ]-8^ Tf8 SBT NB T+B ]+0 T+0 ]+B DLO , nu n wInTH = NOTES: run —oirL=V,•VV,,•V •^V•�. V�__••__. _. NOM. PANEL WIDTH -7' 1) POSITNE PRESSURES IN TABLE 2.ARE BASED ON THE USE OF THE 3-1i4° SILL. WHEN USING THE 3114' BILL TABLE 2A: DLOHEIGHT= 2) WHEN USING THE 2-1/2- SILL, POSITIVE WATER DP IS 46.67 PSF MAX. 6 HEN - POSITIVE WATER Dle IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 3) 4', 3AM-AND 2-1/2- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1 f2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANC'-- 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 FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. _ 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMPEOMENSI' INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. TI DIVIDE BY 2 FOR PAIRS TO BE SIII Haight to Max. (+)OP (Water Invitation Rating) SIIIRser Height (r)Oesign (Plata Box, sea Pressure lost SMet 17) Flush-l-1IY see dad 3 Low-2-112' +— Meclum-3.1/4' +00.0 High -4" +80.0 DOOR UNIT HEIGHT - 10.125" LENGTH IFOH PANEL HEIGHT = DOOR UNIT HEIGHT-1.866' _ i OOI OH RATI021 PRODUCT REVISED S I] Fl as complyln9 whir the orida Q Building Code 1 NOw Nu. 17-0420.12 expiration Do, 02/17/2020 OH LENGTH 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUAN TY,. SEE NOTES I-3OH RATIO= INSTALLED. OH HEIGHT PY'�E"'FE'T ll 2n FgRPAHT DiMENSICINSANDSHEETSISBJL'FOR'A, U.I&LYDETAILS. THE F-0LLOV:MG STILE -t,='17 Interlock 2ASTRAGAL P-hook TYPEu &TALL BE JGF.DPORIABL.. - WHotlla@Jamb. 5tralght Astragal" Assembly �a a $�_,,,.,•_-� J LOck01i1e@ Sindght ASMsel 8J'Astrag'P .' Assembly Loc1;Nle@ 90'Ad(ragal 135'Ac[tagal' Assembly Lockstlle@ A35•Astmgal Heavy-duty Stiles Heavy duty5tlle Heavy-duty Stile r=54 Heavy-duty Stile Standard As[rgal Heavy-duty Stile Heavy -duly Stile Ouislde frame"r� � Ins".. CO Heavy-duty5tile Outside Corner Center Heavy-duty Stile tie Oorne 1.ne Garner Heavy-eury5tile r I IT' `��sU,- partA61(x4 Part A61 Paf. q61 Partp61(Stile) part A6](Att agal) PartA61 Partp61(S61e) ParrOAccelverjrner part A119 (Out) Part At]0(In.) Part A61 (SBI0) IOore�SF eMAounO Part A61 s9u770 I NTS 1 7 u 22 1 PGT0730 a * : No. 58705 A. � d! BLE 4 4)eslgn Pr- essure(Di') and M uanUtlps'Requimd (for all approved cdnf(g0ra00ns o1i Sheets�283) `! f YMaxirlUm DPShbu'vnrbalow ,..,w 1 . r c ._ n p'p somor toocbadge on 90- 6f136' comer It' .'Vea.sh eff -T•;,. _ _; •- .- (May be 0m0ed by Table Tbl7eel to Gla os 80i.= 1 96 x 102 _ - 100 ppllea 6„6Aj 7; ]Air .5 0 @q end the 6y- fa O -_ _ . a1 IB:O O 71fl'-0LO ,-f '• l/B-DLP: 4AmMYGmup yAnOMrOrou " .++91 l/a DL �^ .- -' ,9] ] e - O 5 „ S10eJAstmgal tyPaa sheen IOW. Oc or Group Arow Group "'AncMrGmuP. Anchor Ora .- A B- A 0 A B C 0 A B C D A B C D A B C 0 A 8 C D .6 s CA+1 C4N • 1]' Lbs nPlassure Head15111 aGg0.0 I - CA+1 C4+1 C4+1 c4+1 Gat Gal C4+i CI+1 CAN C4N U+1 Coat C4+1 iAat rA+1 Uat +/A C4N GN +- C4+1 C4a1 0Rst C4a1 Ua1 B �B 8 0 0 e 8 A 8 B fl- 0 B 8 B B 10 10 10 tO 10 10 10 t0 'OIA - Jemb �' 6+7 6a7 T+8)+8 7+B T+8 7+0 A8 ]a6 7+A ]a8 ]+B 7aB NB Bag 0+9 8+9 8+9 Ba9 B+9 Bag 0+9 P-hook P-hook 6+7 6+7 +F90.0 I - +/412.6 Psf +/-76.0 Pei 24' • lA na HmdBll C4+1 C4N C4+1 CA+1 CAN fAN CAN C4+1 CI 1 04+1 CAN NO CAN' CAN 04+1 CAai C4a1 CN1 C4+1 fA+l UN G l CON C4a1 �, B B B B B B B - 1 0 B . 10 B 'B B 10 10 m 10 10 t0 10 10 s .DLO Jamb 6aT 6+T 6+7 6+] ]+A ]a6. T 7+C -0. ]r ]a9 ]+9 ]+B -h] 7+6Tr6 B+9 8+9 8+9 B+9 8+9 8+9 849 8+9 �+ P-tCW 0es OPreamlm Omf +/d2.3 of Hd6.011z< 39'^ �. �: adlSNl :=� ! V,., C4+1 04+1 GI+i. CA+1 Gii 4+1 .C4al C4+1 +1 PI+1 G+i CHI CB I G4N C4N C:n1 C6+1 C44.1. CArt C6N CS+1 rat C4+1 5° DLO y-BJ bba 40- :: b %-10% a 8.. - 0 B B b'. f0_ B -.B:r C12 10: -10.' 10 10 .aOr 1P 90- s ^ficoK}l .:0 "8::. '6+] •6i]' 6+T ']+F ]r9 'l+tl'Tae T a '/ _ae 7+d- &9 11+9 0+9' e+s E '4Des P.JSwe ' --�. .. _..� .'._ y-900ps1 -.:-,_ate. _.•.- 7r Gat CB.2•IS.e C9a2 CS+Z OSr2 C5a2 GS+R C5+2 •,_aJ82.B C6+2 C5+2 sf.. e5V2 Cb+2 +F76.0 CE+2 C5+2 ps CSa2 C5+2 HeaN9111 G+2 C4aR C4+2 C4+2 GH2 C4+2 G4a2 10 B B 12 10 B 8 12 10 10 1B 12 t0 ID ID DLP Jemb 10 B 0 B to 8 A B 12 8+9 B+9 0+9 Aa9 8+9 8+9 B+9 8+9 849 8+9 8+9 B+9 B+9 Ba9 - P-look Dasgn PRaOure ]+8 ]+B ]aB NB 7+0 ]+8 7ae 7+@ Aa9 8+9 +/SO.OpSr See NdeA f/A2h al +F71.0 Pat 41' H.WEIII C6+2 C5+2 C4+2 (31.2 C9+2 C5+2 C5+2 C5+2 Ct5+2 C5+2 CB+2 C5+2 C6+2 Wag +2 C6+2 C6+2 C6+2 C5+2 Cb+2 W+2 C6+2 OSa2 C6+2 DLO Janb 10 B B B 12 10 0 e- 12 tp . B 14 12 B B 14. . 12 10 10 14 10 10 10 7+0 7+88+9 B+9 8+8 B+9 Ba9 Ba9 6+9 8+9 9r10 9+10 +1 9+10 9N0 9+10 9N0 9N0 9+10 9+10 9+10 9+10 P-Mok 7+8 IHI TABLE 3A: SIII Height tP Max.{+)DP'i _ (Water Nfillmban Rabny) .: SIORIser Height (Flatheet 17). a Odeegn_ Plescure, Ellin-1-t/2" see note Low-2-1Y2° -46.67 Medium-3 +60.0 4' a 90.0 OHLENGTH uOI 2 al ON RATIO 21 I EXAM PLEONSHEET9 ON LENGTH ' NOTES: OH RATIO = OH HEIGHT 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4- SILL. DLO WIDTH = WATER DP IS 46.67 PS MAX WHEN USING THE 3-174° SILL. POSITIVE WATER NOM. PANEL WIDTH - 7' 2) WHEN USING THE 2-1/2- SILL, POSITIVE DP IS 60.0 PEP MAX WHEN USING THE V SILL, POSITIVE WATER DP IS 9(.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE $A. DLO HEIGHT= 3)4-,3-1/4°AND 2-10 SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-W'SILL IS NOT AND DOOR UNIT HEIGHT - 10.125" PRODUCT REVISER IS NOT REQUIRED.MAX. POSITIVE DESIGN PRESSURES SHOWN IN a mplylogv fh the Ronda ' MUST ONLY BE USED WHERE WATER RESISTANCE TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BYAN OVERHANG COMPLYING WITH THE CURRENT FLORIDA Bond Og cado PANEL HEIGHT= HpA.++n, 17-0420.12 BUILDING CODE (SEE ADJACENT DIAGRAM% THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT - 1.866' - a bota 02/17/2020 4) SEE SHEETS 10-14:--FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. ,Iram. SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. e 5) DOOR 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. bill Ia ro um Control "- - - BPPSHEET6211122FORPARTI)IM 'SIONS4N'D SHEETS iB h19 FOR BLY DETAILE. _ , THEfOLLOWINGSPLEE`ASTT �GACTYP�S SFiAIL BE USEDF'1.TAG.E 3 i. 15111111rO/ i `•�tv0....... NN,y LK n yy wnb� - �CERI. eFAVgLppllg JCRILJ//v ALWYL JVV -LIVI IInrnVr "•rill lit^ . JR Oa9Yl] C RENBEOTABCEJ.AODEOIXAdrPlE 1 L.I urnme a.n'u' " eC A. LYNN MItIER PE. op oa a�, - w.M,ygomp ® SOa7m NTS B +22 PGT0130 P.E.p seros .W fWftV14 -Irm�a+.sera SEE SPLIC THIE L-' NOTE „SHEE I{ r w + n 24 MA G.C. 26' MA O.C. - --: NO SEE'CS CLUSTER , DETAILS SHEEP Ill, +rnFOR ^STRAGAL, - JAMB ..AMOUNTING ___ _ - x.T..,,,.,..._. x TF INSTALLATION, ADAPTER 6•MAX. !Bj-( x x x z xz x/ z • x THIS SHEET ANCHORS MIDWAY 0�' 3- MAX. B SHEET I4 BEIWEENP-HOOK I I 4PAIRS OF ANCHORS &AT 3'.-FRAME ANCHORS FROM TOP& 1a'MAX. U.C, ICI ANCHORS S6" (TOTALS BOTTOM ioa I I . IOU o UNIT z 21•MAx' ANCHORS) MAXMAX. TO OPENING ig0g& I I° �L�.� O®=PHOOK HEIGHT 0'O PER JAMB EDGE OF POCKET SEE IOa 11 G ANCHORS (SEEJAMS INSTALLATION i E 11 to -'+ D C A j DETAIL -•e"I ! DFTALS'Jc 8'KC � � I01 m o P HOOK :°+ BELOW) END PANEL SHEET I4&PART� MOUNT IG v-. ANCHOMOE - . •,DIETALS'J'8I< 44 +.-y T I 3 MAX.," ADAPTER— ° - - �^ f - (2 ANCHO( 8)) SHEET 19 FCRANCHORS .:�•� - -- P-IIOOK r x - " END PANU ANCHORS ENDPANEL zza xx xz, z xxx x, xx zxz x % WMA� ANCHORAGE(SEE ANCHORAGE pNLHORAGE xY2, SKETCH BELOW) ♦ �vx �y 2• (BEE SKETCH BELONI) I p 2' Y ANCHORAGE�•� _CENTERLINE 8�W•�' I+ ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04'fv EXAMPLE'SPANE L,2TRACK90'OUTSIDE CORNER-P)CKMO-EXT. MOUNT POCKET ANCHORAGE PLAN: 40'x 9'o'NOM.PANELS, ANCHOR GROUP CIN CONCRETE SUBSTRATE (SEE TABLE 3, SHEEiB) G• SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL ANCHORS MAY BE ADDED 1) APPROVED ANCHORS: SEE TABLE A, SHEET 2) ANCHOR LOCATION SPACIN G FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1. SHEETS 6A: CENTERLINE OF NOM. . INTERLOCK HEAD &SILL: B- MAX FROM FRAME CORNERS. PANEL USE SPECIFIED CLUSTER FROM APPROPRIATE SEE'CS'CLUSTER WIDTH TABLES, SHEETS 6-8 AT EACH INTERLOCK AND DETAILS, SHEET I0 STRAIGHT AND CORNER ASTRAGAL LOCATION, FORINTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL •,T ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. -35• ADDITIONAL ANCHORS 24"O.C. MAXIMUM. AS NEEDED TO ALIGN THE ETRIOR HEAD OR SILL IFA SPLICE 21' OCCURS AT THE P-HOOK MAX PRODUCT REVISED O.C. complying v4U On Fimida O.1ding 00do NOA-Nn. 17-0420•12 5'�• E.pI.H.. o,!,ly17/2020 6'. MAX. OY .: , 1 - JAMUS & P-HOOKS:6- MAX. FROM BOTTOM, 27 MAX. ANCHOR P IR D.C.(JAMBS), IV MAX. ANCHOR r- L 'ENTERL.NE ( ) , .. Mmm4 a a f cenvA . . - - OP.YnffEG2 O.C. (P-HOOK)NPJ ILNC ANCHOR QGAilT^iEG FROM A^FiC° W TABLES,SHEE7S d-& SEE '-g 2-TRACK - ,_- "• 7: P-HOOK ANCHOR DETAILS ON SHEET 14. ' r" - FRAMEJAMB. ,• - "-T ANCHORAGE ANCHOR PAIR REQUIRES SEE 'G5' CLUSTER ENO PANEL CENTERLINE CENTERLINE % - •� SEE _OF DETAILS, SHEET IO OF ANCHORAGE CLUSTER„ H DETAILS, SHEET II I FORASTRAGAIL r (2 ANCHORS)- B. INTERLOCK ASTRAGAL 4.051" ` —I 3.5". i^ 1 MAX. , 1 • . ...... I CENTERLINE CENTERUNE EXTERIOR t/F� CENTERLINE r+-- ".2'ANCHORAGE �--- '+2'ANCHORAGE OF PANEL 3 OF PANEL 4 OF PANEL 5 1 *!� No. 5BT05 '• *._ SEE SHEET II FOR07HERINTERMEDIATE ANCHORS �,/ ,A.,- I I&�I�;fr� uwr. oppum.msnel SERI6S770ALUM. SGD-LMIMPACT a." scans MS 9 + 22 PGTOT30 C L 4-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER M ANCHORS ARE REQUIRED, 'C4') INTERLL "CENTERL MURIOR \D 2TRAI V '�STRIA S' DIAG.. GAL OR" SPLICE�(FOR'Ehld" j,INT ERLOC SPLICE LID ATION 2JA" 2.0 4 Comomom, us -IFNE IF 1: 1 1 CE RL LINE 'C6'CLUSTER ETAIL)l e 6 DIAG. RICR 21� M Ak AAX DIAG O.C. [E. EX( l0a 2 2.W 21' M"- 4' DIAG. 61 5.64' DO. 7. WEMOR 7"' 6-MAX. 2-TRACK FRA HEADISILL 2-TRACK F T T Hill 1. 5.64- POT 4 OIL ANCHY 6- MAX CHOR 4 - IER ((ISE WH�Rti 5 CLU_-TFR (US E IREDj'C4') ANCHORS ARF�Rrlj! 41-TRACK . I 5 - 6'DIAGHR_ M ASIRAPA OR, LOCAT18N AST SPLIPPLOCA ANC R If�TERL06K'�"t Ed IN*RLOCK�CONtTION, USE IN]ERUO;KIF NEEDED CENTERLINE I CENTERLINE '.�a" CLUSTER DETAIL) CENTERLINE 3.61* 3.6" 3.51 7 ANCHORS MAY BE INSTALLED EITHER IN THE EXT. OR INT. MAX. TRACK (INT. SHOWN) 2.04p 4,08' R' DIAS. D.C. 4.08' 2.04 NOTES: 6.w T—ALL DIMENSIONS SHO%V ---i ARE BASED ON MIN. 99 IAG. I R 3.T ALLOWED. �10R 3.5- 0' MAX. 2. FOR HEAD OR SILL SPIT( 3-TRACKF MEHEADISILL 3-TRACK FRAMEHEAD/SILL 15 3-TRACK FRAME HEADS ILL LOCATIONSIANCHORAGEP ASTRAGAL OR INTERLOCK (I) ASTRAGAL OR INTERLOCK ASTRAGAL OR E C f- —31-TZACK FRAME JAMS P-HOOK SEE SHEET 9. (USE WHERE 4 CLUSTER tK (USE WHERE 5 CLUSTER �K (USE WHERE 0 K —AN�OHORPAIR ANCHORS ARE REQUIRED, -C4-) ANCHORS ARE REQUIRED."C5") ANCHORS ARE REQ I ED.� 61 PRODUCT REVISED as complKni, wM the Rod& FOR SPLICED ... 0 0 17-0420.12 ASTRAGAL OR (FORS -LICE NOA411. ASTRAGAL OR SPLICELOCATION ASTRAGAL OR CONDITION, DO NOT CONDITIONS ONLY — _1 (FOR SPLICE INTERLOCK . SPLICE LOCATION ENpimtion DaW92/171202C INTERLOCK -�—IF NEEDED INTERLOCK CONDITION, USE USE THIS DETAIL) CENTERLINE CO" CLUSTER DETAIL) CENTERLINE IF NEEDED CENTERLINE I 3H 35, w- 4"DIAG. 4" DIAG. 2.04" 5.37 DIAG FCDIAG. owr 3.5' \\' � - L 7. EXTERIOR 3.6' EMMOR ID 4-TRACK FRAME HEADISIUL 15 4-TRACK FRAME HEADISILL I . � * : : No. 58705 LD, ASTRAGAL OR INTERLOCK CK - 1 111. (USE WHERE 5 CLUSTER (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED,'W) Ir S- WITH & WITHOUT SPLICE CONDITION ANCHORS ARE REQUIRED, 'CV) MI/q., —jLllv 3TA E qMPLE CLUSTERS 0. * ........... "'101VAL 4. SGD - LM IMPACT "I .... w,,. A LYNNMLLERPF. 10 -22 PGT0130 C REAWN 204 20A INTERIOR 204 MERI R 2.04 +t ANCHOR I - >S < 11NTERIOR INTERIOR 'T "T` } T _ ] I ' 0= 1. ♦ 1 1 y F/ Pt 61t 4 DIAG F 672 ' 4 DAG1 80435 T 35 4' r f Y` :r(f,Y j '] Y t tINTE0.10R'e'/ / fN}ERIO 1'%� f' tMERIOR _ i .. p (� r Y 'k ,c INTERIOR 1, 1 i t i"• . 1 CENTERLINE, ,. i.:-. .. rt ;J <-'�T- 3. a a r_ ;✓ 0 3. '- S. � - _ �-. - EXTE OR + TEROR 4'DIAG. "4°DIAG. OFPANEL 4. 3.5' 4' 3.5' 3 4" •+2'ANCHOR 2.04• E%TER1011 2,04"' - T�, -� ; 2.04 EXTERIOR 4'. 2.04' 7 EXiERIOR 8.94 SO- COMER 90•CORNER 735•CORNER 13 FRAkIE E 2'�" 4' DIAG. 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-T?.1CK FRA'!E HFAD/SILT. 2-TRACY+FRMIE HEAD/SILL 3.5 1 (USE WHERE 4 CLU511,K (USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER - CENTERLINE -ANCHORS AREREOUIRED,'J ANCHORS ARE REQUIRED,"CB") "Ir' r "..ANGiCRS AREREQUIRED,'24D ANCHORS ARE R7QUIRED,'C6") f Of PANEL 4.08' ,..�i°ANCHOR: ! '°3°ANCHOR •� - - 1 1 4' 7.47• .. (MENOR U -3.5° INTERIOR . 0° ]• 135" 2.04' DIAG E ERIOR '3 3.5' 3.5' 4.08' - - - 7" 4.p8" 6.37 D G.527-D G. T CENTERLINE CENTERLINE OF PANEL 35' 4' 3.5' 4 OFPANEL 2-TRACK FRAME HEAD/SILL EXTERIOR E ERIOR 7' 4' i NOR ON •+2°ANCHOR INTERMEDIATE ANCHOR LAYOUT 7' ExmRm DO -CORNER 135°CORNER n_ VIEWS 3-TRACK FRAME HEAD/SILL 3-TRACKFRAME HEADISILL V ("CB"ANCHORCLUSTER REQUIRED ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) ATAUL -TRACK CORNERS) 4'OIAG. PRODUCT REVISED ......ding Codendf Un, Florlba nyTENOR 6.12' INTERIOR 2.04' BuiNOA-No. 17-11420•'12 2.04• 11 6AP• 3.5' I Expira0on nafa02/17/2020 ExTEMOR I- CENTERLINE 4" 5.88' OF PANEL By IWCRIOR MIam0.0ntl -d..f Oontm-1- MrEPlog 735• '+3'ANCHOR - 6d2' G. SAT' O 3.5" 4.08" 7" EXTERIOR 3.6" 4' 1 Iluuu 204° 4" DIAG " 3.5' e J 3.5' t Y LY ExTEROR T' eXTERI0 4" -- 204„ CENTERLINE �OF PANEL ,r00N,,.,, Ift4 90"CORNER 135'CORNER ��,,•JCENSF''�7F 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL _ *E No.88705 ANCHOR CLUSTER REQUIRED ('CB'ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT '• *- ATALL 4-TRACK CORNERS) ATALL4-TRACK CORNERS) NOTES: (3-TRACK SIMILAR)l,J _ r��:'41�� I LALLDIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. fosp rECNro[aorowvE OTA �.T. ., OF [vim 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AN WOULD BE NtfwcE rl aXzm ryapmlmu F. ANCHORAGE, EXAMPLE CLUSTERS 'v `SA NG X IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. SERIES 770ALUM. SGO-LM IMPACT 'NALIEfXa�`� ,an M.0 ,�.. NOGHANOESTgIS SHEET. aib! wse - a++aw ALttN MILLER. PE a" ar SO0.T70 NT3I 11 a22 P070130 C P.E.tt5m05 I_ .. _ _ JR iN1N14 • xLLnT'^'�"r'r^N9 INSTALLATION DETAILS _ EMBEDMENT SEE ABLE A. SHFET t. C-- - EDGE pIST/1NCE I SEE TABLEA SHEETI -- SEE TABLE A;SHEEft E% RIOR EMBEDMENT.. SEE TABLE A, SHEET 1 2X WOOD WOOD ANCHOR TYP.. 2X WOOD WOODANCHORTYP. TYP„ SEE ANCHOR -SEE ANCHOR NOTES TfP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3. SHEET &TABLE A, SHEET NOTE 3. SHEET &TABLE A, SHEET 2-TRACK FRAME HEAD 61 1i 3-TRACK FRAME HEAD WOOD INSTALLATION WOODINSTA! I. ATION ORTYP 2XWCOD CRNOTES TYPSERA WOOD ANCHOk 1YP.. 2XWOOD SEEANCNOnOTES TR;SEEANGF0}$YE00 A%E'4,TSHETI° INTESSAEEPI . & TABLE A SF15VT-77 NOTE3(?HEETr ; SEE ANCHOR' ! � -R,) :{� I SEE ANCHOR ';' 7 /.I k 1(114'il L EERRIIOR T EDGE DISTAnl SEE TABLE A, SHEET EMBEDMENT: SEE TABLE A, SHEET 1 ®2-TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET try 12X WOOD •' TYP., SEE' ANCHOR-.$LTiNOTE UiE.-H 3, SHEETIETI &TABLE A, SHEET -�(I �IIj/QII)I EXTEROR I��y��W��G��ll��lll 114" MAX. SHIM I - 2-TRACK FRAME JAMB 0w WOOD INSTALLATION SHEET 1' (1/4"MAX.) EXTERIOR 2-1/16- EDGE DISTANCE: SEE TABLE A SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 Ew 3-TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SC-E TABLEA, SHEET 1 �I EDGE DISTANCE: 2X WOOD TYP.; SEE ANCHOR SEETAELE A, , SHEET I NOTE3,SHEET1 lht', 2-1/16"WOODANCHORTYP.,SEE ANCHOR NOTES-L & TABLE A. SHEET 1 E%TERiOR 1/4- MAX SHIM --I,-' EMBEDhiEHT: SEE TABLE A. SHEET MIN. OF3 THREA058EYOND lr I '` EDGE OISTANCEb THEMETAL SUBSTRATE SEETABLE-ASHE�T1 21/16 -7 NOTES- 1. ALEDIMENSIONS I: [..:b �..'.!w�„ •.lj .ti •. MAX. SHOWN ARE BASED'- wart k ", 'T .. SHIM ON MIN. ALLOWED. OR WOOD FT, SUBSTRATES MAYBE SUBSTRATES USED FOR ALL FRAME TYPES PER TABLE A. METAL TYR, SME ANCHOR I YP., SHEET 1, SEE ANCHOR SEE ANCHOR NOTES NOTE 4, SHEET &TABLEA,SHEETI 4-TRACK FRAME HEAL) DIAGONALO.C. I MIN 4' (HEAD &SILL) METAL INSTALLATION Oft 8' (JAMB) SEE S.MSANCHORTYP., METAL TYP., DETAILS, SHEETS IO&il. JR-'- SEE ANCHOR NOTES', SEE ANCHOR =65EE1 &TABLE A,u^HEET{I NOTE 4. SHEET _ - ANCHOR' I °^ MIN. OF 3 THREADS BEYOND - NOTE 5. I't ` THE METAL SUBSTRATE SHEET I� v (1/4-MAX) �('' - a.•r:. EX1ERIbt I EMBEDMENT: SEE (j TABLE A, SHEET 1 2-1116"' EDGE DISTANCE: SEE TABLE A, SHEET 1 4-TRACK FRAME SILL Fa. ETAL INSTALLATION EMBEDMENT: SEE PRODUCT REVISED TABLE A. SHEET 1 --T wHh th. Florlaa z mp�D aDumm 1 coaelylaD _ NDw N.. 17-0420.12 EDGE DISTANCE: Explrama Dam 02/1712020 SEE TABLE A METAL TYP.. SHEET Ey SEE ANCHOR mm -oa ai NOTE 4, SHEET 1 - 2-7/16" • _ SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN, OF 3 THREADS/�- BEYONDTHE TSUBSTRATIE III I LYryN�r� E METAL ��`t�NY JGENSF':�(t'''•. n `;/` 1/4"MAX. SHIM I--- cEVT.isAMIZzlel� SERIES 770 ALUM. SGD-LM IMPACT �a=roEx.. ® sno-Tm NTS f2 +22 PGT0130 INSTA' TION'DETAILS EMBEDMENT: SEE TABLE A. SHEET I EMBEDMENT. SEE TABLE A. SHEET I NOTES: I S.,EDGE DISTANCE I ,,,EDGE DISTANCE:,' LALLDIMENSIONS.,. - CON TE I �" EDGE DISTA. E OONCREYE� I SEETABLE AI SHEETh" CONCRETE SEE IABLE A,' SHEET I _ SHOWN ARE BASED"' TABLEA,SHEETI l - �- N_ ON MIN.ALLOWED, =BE TABLE PERTABLE 2-1118" PERTABLE 24116" - 2 71i6 SHEETI I gSHEETI- At SHEET tl" V4 ' DIAGONAL O.C. IS - L et r'. -;. t :, I .. t SH MIN 4'.(HEAD&SILL).. EXTERIOR, ,'} I ORV(AMB)SEE a 1 T 1 T 7j 114' DETAILS, SHEETS E EDMENT: J 1/4' ExTewOR - L EATEwjOR --- _ I 70 & 17. SE TABLEA. PAA%. a - NIA.( " I ` SHIM SHEETI SHIM 'P OPENLY SECURED IXTCRETE ANCHO TYP., PROPERLY SECURED 1X CONCRETE ANCHOR NP., PROPERLY SECURED I% CONCRETE ANCHOR TYP., OD DUCK TYP., SEE ANCHORNOTE & WOOD BUCK TYP., Sr-L—SEEANLAiORNOIESB WOOD BUCK. TYP.. SEE SEE ANCHOR NOTES& ANC RNOTE$SHEETI TABLE A. SHEET ANCHOR NOTE 3, SHEET'I TABLE A, SHEEF1 ANCHOR NOTE 3, SHEET I TABLE A, SHEETI 2-TRACK.FRAME HEAD __TRACK FRAht3 HEAD 4-TRACK FRAME HEAD ^''JN_ FTE INSTALLAT N OCNCRFTP':-i A�LnIILS CONCRETE INSTALIATION Ij .+ CONC L CURED'iXCONCRETEANCHOkiPROPERLY SEbURE01X. -CONCRETE ANCHOR TYR`• ,PROPERY SECURED IX ANCHOR TYP PROPER E f�4�";.'s,QAOOt$l �bW(SDO BGCK'P., SEE `^SEE ANCFYORNOTKS/&I`�' V✓000'.BUC{(7Yu �rH '.! :FaEE ANCHOR NOlESB'' WOOD BUY'KTYP.. ,SEE _. '�-TABLE'A)SHEET-1- 'ANCHOR NOTE 3, HEEFI TABLE A, aHEEf`I/.ANCHOR NOTE 3, SHEET I� TABLE A, SHEETI ANCHGR NOTES, SHEET EEANCHOR SEEANCHOR SEE ANCHOR 4- 07E 5, SHEET NOTE 5, NOTE 5, SHEETI SHEET 1� 1 (114' MAX.) _ OW MAX) - y • - - :. 1 (114' MAX) {r 1 1 E%IENO¢ EXTFPIOR E%TE IOR i - 1 a � . ... i . CONCRETE 2-1116' 21116"--{----�-1 21A6' PER TACLE EDGE DISTANCE: CON RETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A. SHEET I , SEETABLEA, SHEETI PE TABLE SEE TABLE A, SHEET I PERTABLE SEE TABLE A. SHEET EMBEDMENT: SEE TABLE A, SHEET I A. EET1 EMBEDMENT: SE E TABLE A SHEET I A, SHEET EMBEDMENT: SEE TABLE A, SHEETI PROPERLYSECIII16 1X WOOD SUCk TYl:,— SEE ANCHOR NOTE 3, SHEET CONC./CMU ANCHOR TYP., SEE ANCHOR j NOTES & TABLE A, SHEETI ETRIOR e V lt4' MAX. SHIM FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL TE INSTALLATIO CONCRETE INS'17ALLATiON Rc CONCRETE INSTALLATION EMBEDMENT: SEE PRODUCT REVISED TABLE A, SHEETRgt�iB ith the FbNaa EMBEDMENT: SEE HOA-Ne. EDGE DISTANCE: a 77-0420.12 TABLE A SHEETI �1 e,mhanoR Date o2/n/202o EDGE DISTANCE: GEE TABLEA, PROPERLY SECURED SHEET DY I-- CONCJCMU ANCHOR SEE TABLE A. 1X WOOD BUCK TYP.,Mlam. a s�i m TYP., SEE ANCHOR I . SHEETI SEE ANCHOR NOTE3 t ,I.EDGE'DIST,ANC . NOTES&TABLEA, i>_ j 1 - �' SHEET SEE'TABLE A, SHEET 2-1/16" SHEET '-� ` :'2.1/76"• CONCJCMU ANCHOR TYP., SEE ANCHOR 2-IAfi• • I P OPERLY BECURED NOTES STABLE A ( I WOODBUCKTYP.. SHEET CONCRETE SE ANCHORNOTE3. CONCRETE OR CMU CONCRETE SHEETI OR CMU EXTTER�IOR PERTABLE ,_ORCMU LERIo_ PERTABLE V A,SHEETI PERTABLE " A, SHEET V A, SHEET 1 114" MAX. SHIM h— 114' MAX SHIM Iw 1 / (af0uwew CEAF.OFAVIN. JlB1D8 NOGIHNGES THIS SHEET. 13 * ; N.. 58705 a�� OT E O SS�1/VAL1111. IENt.. A. LYNN MRIER, PE. P.EA Ons INSTALLATION DETAILS NOTES:, 4 1. ALL DIMENSIONS FRIA MEJAMB IJASLV SHOWN AKt'ON REQUIREUATALL MIN. ALLOWED. ETS INSIDE POCK E E ti 'E. ...... dEC�7� - .0 I-' 'tO PREVENT .. 1— bjG 2:FIGURES ON THIS EMBEDMENT. . 'WATER SHEET -1 TOR WOOD FRAMING TABLE A. SHEET 1 ti-HOOK MOUNTING ADAPTER INFILTRATION CONCJCMU ILLUSTRATIVE o WOOD ANCHOR TYP., ANCHOR TYP.. SEE PURPOSES ONLY. SEE SEE ANCHOR NOTES ANCHOR NOTES & TABLE A, SHEET I FOR EMBEDMENT: & TABLE A, SHEET I TABLE A. SHEET I ALL APPROVED SEE TABLE A, (ALSO SEE TYP. SUBSTRATES. SHEETI ILLUSTRATION, SHEET 9) 1-114� MIN. DISTANCE DISTANCE: SEE �IERIOR 2gSHEETS 3. SEE TARES 5-13 FOR I TABLE A, SHEET 1 EMBEDMENT 'EFTABLEh-' P-HOOKMOUNTING REQUIRED P-HOOK 26 xrEa Ors SHEE!". ADAPTER CONGJUAU IsANC AND P-HOOK MOUNTING ADAPTER p HOblKWOOD.ANC 0 ti Rk s. : H(?,RTYPI SEE W.. I *,p H 6RNOTE%lTABLF, AN CHORQUANI 4 n, - f SEE'ANCH E �&N OR'- 7" ��` p" �DMENrp `A.- �HE!Ef 1 ALS 1EEXAMPLE ALSO &TABLE SHE ET1L;IZ2 *1 SE (ALSO —C P C MU 2.693, MIN: - -SEE - 'SEE TYP:: TABLEA.�HPET1 (ALSO ON SHEET 9.. ILL USTRATJO SHEET 9 A SHEET1 EDGE DISTANCE . ILLUSTRATION, SHEET 9) - P-HOOK FOR USE WITH FLAT SILL RISERS P -HOOK FOR USE WITH ANY SILL RISER 6)PARTS PARTS08 #20.#220R#24, WOOD INSTALLATION FEKIUK MOUNT SHOWN CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN (SEE TABLES 1A, 2A & 3A WAY ALSO BE INSTALLED IN (SEE TABLES IA. ZA & 3A - MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOCK MOUNTING SEEANCHOR P-HOOKMOUNTING CONCRETEOR EMBEDMENT: SEE ADAPTER CONC.1CMU NOTE 4, SHEET 1: SEE ADAPTER SMS CMU PER TABLE TABLE A, SHEET I ANGHORTYP..SEE MIN. OF TABLE A. SHEET1 3TH ANCHOR TYP., SEE A, SHEET I ANCHOR NOTES STABLE BEYOND EYO THE ET ANCHOR NOTES A SHEETI SUBSTRATE 2., & TABLE A, SHEET I EMBEDMENT: D (ALSO SEE TYP. PRODUCT REVISED �)�(AUSOSEETYP. SEE TABLE A. ILLUSTRATION, SHEET 9) EMBEDMENT: ILLUSTRATION, SHEET SHEET 9) f2.) "Idt., d. 17-0420.12 SEETABLEA� 1) DISTANCE: SEE Expimu.. D - SHEET11 TABLE A, SHEET I 1 -liY' MIN. EDGE DISTANCE By 0 30 _C _;�P-HOOKSMSffi �'UTERIO P-HOOK CONC' EXTERIOR SEr'ANCHOR NOTES ANCHORTYP.-, & TABLE A, SHEET I AANCHOR NOTES & L (ALSO SEE TYP. 2.693- MIN. A, SHEET 2,693*MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH BOX BILL RISERS P-HOOK FOR USE WrrH BOX SILL RISERS (ePARTS#I9,#2I,#nORffM, j* JAY LYN '10 . ........... 4f, PARTS #19, #21, #23 OR #25_ EXTERIOR CONCRET E INSTALLATION EXTERIOR METAL INSTALLATION MOUNT MUMENLY (SEETABLESIA.M&IIA (SEE TABLES 1A, 2A & 3A No. M7,, FORWATER RATINGS) FOR WATER RATINGS) ONLY Z OF 7ACHl0JRA(3E DIE: TIAILI51 'vc knv cEavOPnuntuazae SERIES 770 ALUM. SCD - LM IMP. ACT SERIES 770ALUM. S(31) I p nnnll m., 1��r I SH= A. LYNN MILLER, P.C. POT0130 sw-no AFTS 14 - 22 P RE468705 01 , _ LiVIVrIV. C/\ lyly L - r I HEADER.OETAIL A I rt_ • `: _ .+\ SHEET 18; INSTALLATION -ayr� ). { 1 s• a.. 'r \ DETAILS'Aw & Ac, SHEETS I2&13'— NOTES: 1) -SEE 17 FOR INDMDUAL PANEL CONFIGURATIONS AS pgryEL APPLICABLE. SEE DP/ANCHOR PANEL TYPE TABLES, SHEETS 63 FOR MAX. I iVPE as, PANEL HEIGHT AND WIDTH. SEE .A. SHEETS 18 & 19 FORSECTION NOM, DETAILS AND SHEETS I2-14 FOR MAX, PANEL INSTALLATION DETAILS. PANEL �' WIDTH TI 2)(1) LOOK (ITEMS 75&107-110)AT HEIGHTut:� PER. u EACH LOC,K,SMUE LOCKING INTO p LES II p KEFPER(ITEM 103)AT FRAME _JAlt18' -I•I, ORASRAOALI .•tiI3)PI rASESEEAPPLICASCEL ASTRAGAL &INTERLOCK ' ' COMBINATIONS PER OP/ANCHOR TABLES. u SILLOETAIL SHEETS INSTALLATIOION DETAIL ILS 'OW R Dc', SHEETS 12 & 73 r R" -- \.•L.irI _ � MAX. UNIT WIDTH MA&NOM. PANEL WIDTH ID -rat TYP PER TAB I:ES13 _,iNTET WIDTH - - EXTERIOR go- PANEL PANEL CORNER DETAIL N2',. 'AS' TYPE SHEET I9&CORNER ANCHORAGE SHEET 11 MAX. UNIT HEIGHT INTERLOCK DETAIL f DLO pER 'M', SHEET 19 7 HEIGHT TABLES EXTERIOR INTERIOR JAMB DETAIL G3; SF(EE7 Xt ,I 18' INSTALLATION DETAILS x J; 'GW &'Go', SHEETS 12 & 13 - OLD WIDTH NOM. PANEL WIDTH � DLO HEIGHT -DOOR UNIT HEIGHT-1C 125' EXAMPLE: 90a INSIDE CORNER, 4 PANELS - XXOIX PANEL HEIGHT = DOOR UNIT HEIGHT - 1,866' SILICONE HOT-MELTBUM STRUCTUML GTRUCNRAL SILICONE arm-Nom 'OLYISOBUTYLENE WITH DESICCOIT Part# Description Material 124 Kommeding 4SG TPS Spacer System 125 Ouar,ex Super Spacer nXr with Hot Melt Butyl See Ihis Sheet br 128 Wanes Oumseel spacer Materials 127 Cardinal 70- Edga Spacer Mr. ow`l sn}se THIS SHEET. 1/4'NOM. FOAM WITH OESICCQor M. GI-p55 EXr. GLASS PRODUCT REVISED as complying wI1N the Florida Mr. GLASS INT. GLASS Dullding Cod 17A420.T2 NDA-Na. u4 KODISPACE 4SG TPS Izs SUPER SPACERONXTr as""U'a Da 2H7/2020 B ALUMINUM a' a ra-e Pro ud eanlro RENFORCELIENT POLY4SQ DESICGWT RLLAriG BUrYLENE - 511a'NOM: . o EIIE NOM. - SEAL BUTYL & SILICONE GEAL 'a10CANr ROLL-FORMED ��_ STAWLE95 STEEL ,1l EXT. GLASS 8DURASEALO SPACER (9 XL EDGErMSPACER 15 a 22 * : No. 58705 r I OFI STA -. RORIOA.i S�o........0NG NAL r'hr1 n I O\\`•�• A LYNN MLLEL P.E. PE4 581,05 li :I I Ir ..Ylt 2•' rHIIIII001 DETAIL :RABLE'JAMB DETAIL'G3', SHEET 18;` 1 TALLATION DETAILS'Gw' &'GC, SHEETS 12 & 13 _ E1ET HEADER DETAIL'A', SHEEF td pLp 41L5 �INSTALLATION DETAILS Ary&-Ac.gl;;- I,WIpT 8.1"ISHEETS I2&19 '•-T I"'YYP -- JAMB' DETAIL IDS, SHEET 18; INSTALLATION DETAILS 'Gv/ &'Gc'. SHEETS 12 & 13 / 'M'. SHEET 19 { 90'OUTSIDE CORNER DETAIL'N7 SHEET 19 & CCn7NEP.ANCHORAGE 1SIJEET 11 INiEy'O _-gyp XRAIOR NOM PANEL �TH TYP. —� PER TABLES MAX. UNIT W IDTH 1-3 SEE FRAME & MAX UNIT WIDTH PANEL CORNER SILL DETAIL'D', SHEET IA; �MAX.UNITWIDTIi�— CONSTRUM01r EXAMPLE: OXXX INSTALLATION DETAILS I - DETAILS SHEET 1s 2-TRACK 'W&'De', SHEETS '12&13 EXAMPLE:90° OUTSIDE CORNER"XXOCX(2-TRACK) JAMB DETAIL'11', SHEET 18; ASTRAGAL DETAILS'L7'& INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'W& l L2, SHEET 19� ,� INTERLOCK DL741L� 'M', SHEET 19 'Ic', SHEETS 12 & 13' HEADER DETAILIC, SHEET v HEADER DETAIL �1 18; INSTALLATION DETAILS DETAIL -HT, SHEET P-HOOK OETAIL'J' & W. SHEET/ 'B', SHEET 18; 'LW &'CC, SHEETS 12 & 13 1B: INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, ' INSTALLATION JAMB DETAIL'IT, SHE'_'T 10; INSTALLATION '14W' & Vol, SHEETS 12 & 13 'Jc,'KW' &'KC, SHEET 14 DETAILS T W &'Bc', DETAILS W/ &'J.', SHEETS 12 & 13 PRODUCT REVISED SHEETS 12&13 p1Yln with lM1a FWriaa ew. .2 iEETS 12 & 13 . PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE L. D. NOM. :-PANEL UN HEK / PE MAY, WIDTH TYP PER SEE TAP DLO HE IG ABLES I3 F ` �I SHEOETIS L O ,1 II XII x �� IPANEL 1 PANEL PANEL - PANEL I �E A _ TYPE I TYPE MAX UNIT HEIGHT I SILL II ` I C D I1EDT SSHEET f8 MAX. PANEL WID T/.^ I I SEE PER TABLES p INSIAL NFIAILj..• h LU HFI HT PER IABLF,S.)_3 c-- NOTE 2, SHEET 15 J I-3 IXI ----MAX.UNITWIDTH _---- _ PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE :.. 'R' L, 'MAX; UNIT IC. /J- .. •/J PANEL H PER T ERI/ / WIDTH TYP TABLES MAX SEE PER a i 1 A DLO • NOTE 2, TABLES 1-3 3 j HEIGHT SHEET IS ,.ram O x X MAX UNIT WIDTH ^� PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE M' IF IF .1 NAM. UN PANEL HEI WIDTHTYP. / P EE MAX. PER TAB OTE 2,DLO I TABLES 1-3 1- HEET 15 HEIGHT 0 x x SAIL GHT ER N a'1 pl,.U. ExpUaOon Oate 02N ]/2020 2/1712 2 e� M�amPOaaa Ioa ct Control IT LES 3 plllllA a1 3 LYNiv Q �% EXAMPLE: OXXXp SILL DETAIL'S', SHEET I8:' EXAMPLE: XXXO SILL DETAIL'P. SHEET 18; _ *. No. 5BT05 '. (3-TRACK RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS 'EW &'Ec', SHEETS 12 & 13 'FlY &'FC, SHEETS 12 & 13 NO CHANGES THIS COM.. WAIMIIVo1N �InwnuS ac r EXAMPLE ELEVATIONS SERIES 770ALUM. SGD - LM IMPACT a sao-sro vNTS 16 +22PGTD130 - PANE 'RIGHT STILEJYPE (PANEL �dl.E` ED Z— ;A 'AV .WT.=RQR .8�00RNERJEXTCORNER NRECEIVER NT CORNER 90RE.EIVER ExTCOMER -RECEIVER I,NTCVRNER, ll� lwn witmuE Ella ulis W, MANGLE .. �1341 'i V, F PP K L TR TQ TC TA TV Tw- INTERp c swTu— B E P A C IC -SQ SIC SA SV SW E "m FIDIED RR R IS ms lz�z FD FC FV FW LR PANEL NOTlt�r Box OJrl '1: SEE DP TABLES 1 -3, SHEETS 6-8 FOR PANEL - AsT aj, !� N INTERIOR RIGHT SIZES & DESIGN PRESSURE. SHOWN OR CROSSED OFF N LEFT 2. PANEL TYPES NOT LLJ , m PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS AS T ALE RbR STILE -STILE ANDARENOTAVAUABLE. ASTRAGALS TO USE HEAVY-DUTY STILES 3.90(#61), U) "T �6L N.� T X"OK) PANEL 'E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND U CORNER RECEIVER (Vl 18) AND EITHER EXTERIOR (#119) OR INTERIOR (#1 20) CORNER LL iar APPLICABLE STILEJASTRAGAL REQUIREMENTS. ASTRAGALS. LLI BOX N mwm 4.135- ASTRAGALS TO USE HEAVY-DUTY STILES U) INT C=E RT Cl (961) AND CORNER ADDON (931). w SILL RISERS OPTIONS zY �~ 232- :TCORNELR L. . E QT QC '23r 6 EXTERIOR PRO13UCT REVISED < 0- FXTCORNERE=�R Be RECEIVER CT CIS EXTERIOR -.23r EXTERIOR j E62� or 3305- P,,� 62-.� Mth th. FI.Jd. <�J- 4.05w SWIM., � � NOA-ND. 17-0420.12 71-1 r 06r 02JI7/2020 4rL-61 BB RECEIVERAT AS DWI BY WTiOIE MI -Oa P euct antra EXTDGWtEft�mls ;L V SILL RISEP� T T* (2,)SfLLP.I5FR.FLAT 0 RL_ MEDIUM,3 -114- SILL RISER FLAT 90fECEIVER A82, T -R— pit LOW 760- 1M 31EMER VTVS VF ;NT= .ER MM WIUE WT WS WF 7EXTERIOR EXTERIOR �XTERIRIOR 2,a 3.M5' -.1 ..... ...... . 2.65- lser , 4-J.4 j , , , SILL RISER, BOJ- SILL SER SILL RISER, BOX RI st 8FLUS", MEDIUM, 3-1w SILL RISER, 13OX NO-5870S 1251 I-Irr LOW, 2-112"BOX *4 •NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS pu,� S TE PANEL TYPES oo SERIES 770 ALUM. SGD - LM IMPACT 1�naT 17TS 1 117 - V PG70 ?so I J7 I tWIV14 I IYJY PII 3 Ih n EMBLY DETAILS -IEETS 12 14 FOR FOR INSTALLATION DETAILS) - I i FULL LENGTH 1,4 1WOF JAMB a;_.._ FIXED PANEL TO THE INTERIOR) - ,T5EXTERIOR ACK JAMB g60luKN 105 STAINER N123 IWN WITH D PANEL TO EXTERIOR) iE DETAIL ON SHEET IS J VL9� SHOWN WITH ®2-TRACK W/SCREEN O T. SCREEN A FRAMEHEAD RACK .1, .. . 63 89 2-TRACK WISCREEN O FRAMESILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 13, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. EXTERIOR a 106 FULL PANEL JAMB LENGTH -'.I I BOOR 61 75&10-1p -*y `. 17lye l .. - ES ✓ i .. J.-.. 2-TRACK JAMB " T — -SEE (SHOWN 5 DETAIL GI FORFIXED OPERABLE 80 PANEL CLIP q T i°5a ioiRl PANEL) SEE DETAIL G2 CCK PAT# 113 58i 7 IW FOR FIXED 5 40 OR 61 � PANEL CLIP 103 5 1 1 ' W Ova '2_-TRACKdAMB - .:I 6q OR 61 f �I-i,pXTEFIOR ALE R-OR - +'+ ` 1 6X1ERIOR __ .. - 'EXTERIOR IN/SCREE,,- '--` XTRACK JAMB '- 7-IRA'CKJAh18 4-TRACK JAMB 47RA.CKdAMB ®(SHOWN WITH (SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH R1 OPERABLE PANEL) H FIXED PANEL TO 11 FIXED PANEL TO IY OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) DETAILONSHEET 4-TRACK C FRAME HEAD PRODUCT REVISED ply g wIN No PIorICa BuilalnB Co'o MAX UNIT xDA-xo. 77-0420-12 HEIGHTPER TABLES I-3 E`pl.etlun Data 02/77/2020 DY Miam -0aEe R6ud ConWl 3-TRACK da4-TRACK FRAME SILL ,FRAME SILL lororecxxcuowowre N VEMCE N.aans VERTICAL SECTION DETAILS - ry69aealap CER7. OFADM.CRMB SERIES 770 ALUM. SGO-WINDOW-LMI 18 + 12 \\\1\IIII IIII, 51��'' VCENSF ^No. 58705 A. LYNN MILLER, PE, P.EI M705 ASSEMBLY DETAILS Y :(SEE SHEETS.12A4FOR FOR INSTALLATION DETAILS)'- S 29' 28 3 r 30 _. 27) 63 c.. 27. 26 600R 61 BO OR 61 p I 29 65 TT EXTERIOR 111 3 EXTERIOR 111 B2 62 Vv E%P P-HOOK FOR FLAY SILLS P-HOOK FOR -BOX £_L"._S ! . (EXT OR INT. MOUNT) K! EXT. MOUNT ONLY It., I-LOCKPNRi UCL H11p '.1j5 6107} s. �.-76610711 1--� IN fi0 80 61 61 R EXTERIOR H 113 113 •ITEM p67 (HEAVY-DUTY Tvl EXTERIORSTILE)113 lOJ tID T1 fxiENgR 7 (STANDARD ARDSHOWN,STILE) ALSO 66 , _ . - (STANDARD STILE)ALSO VdD ASTRAGAL#67 HEAW-0UTY ASTRAGAL#68 90°OUTSIDE CORNER 90°INSIDE CORNER APPLICABLE, SEE TABLES TANDARDSTILES460 WITH HEAVY-DUTY STILES#61 Ni 'cTRACK SHOWN N2 2-TRACK SHOWN 1-3 SHEETS ASSOCIATED IT (.3, SHEETS OF BOX ASTRAGAL SHOWN EXI ERIOR BOX ASTRAGAL SHOWN STILES. MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED INTERIOR (BOX -IN) TOWARDS INTERIOR(BOX-IN) 4INTERIOR PRODUCT REVISED as complying wi@ the MORI PAR BuIIdi., Cad. ]i OCK 1581PAR NOA-No. 17-13420.12 41NTEMO$ 5 ID INTERIOR Bpi amtlon D_ - H712020 6 / 135° B mini a m uc con o T 135° • 14 6 fii 32 1D3 '1 EXTERIOR gi \\\110.�11y�1,171/, 41, IT 3t 10 et TT_EzrSaloa 14 135°1f INSIDE CORNER Pt% •.,P? V 92-TRACKSHOWN j * i No. 56705 , 135- OUTSIDE CORNER 01 2-TRACK SHOW N C .. OFAVBLlI95'B I II 1 '--{� I JCRIGJ //V MLvlvl. JVv-url llr. i+v, LJ\ \\=,. IJa®J rwur e+' owe a..awx. w: A. LVNNtAIIIFA, RE. scw7a NTS 19+22PGTtl130 C P.Esse79s 5069 8562' r 4 I L' 0.081• Oi 2-TRACK HEAD - ID 4-TRACK SILL (6063-T6 AL) (6063-T6 AL) 6.198, r..-- 6.526" — - j i 1 r o.oan° 1.505' ik O.OBP ", II �Z", 2-TRACK HEAD W/SCREEN TRACW - _ 1O3TRACKBILL — .-.3 - y (6063-T AL) �.. .u. a b 1- -.: 6, _. r (6983-16A1). 1 .. - I - — 8.221° 0.080• 1.211' 1.505' 0.081• O3-TRACK HEAD ' - 02-TRACK SILL W/SCREEN TRACK (6063 W AQ (6063-TO AL) 9.147 4.49" 0.060" II ! I z 1, 1.505, 101 U U V� 0,081 O4 4.TRACK HEAD O] 2-TRACK SILL (60fi3-Te AL) (6063-T6 AL) I 0.060• .. —�-� 1.574" 0.062' 1.260' 0.532 0.780' FRAME HERD/JAMS SCREEN FRAME SILL SCREEN SILLSCREEN ' O-01J ENO END ADD AOD ADD -ON 12 ADD -ON AN - (6063-Tm) (6063-T6 AL) (6063-TEAL) REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS OR 3116'MASONRY OR3M6'MASONRY SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24' MAX. O.C. ANCHORS @ 24' MAX. O.C. NO CHANGES ]HIS6HEEI. �_�� SGo-M 16 3-TRACKJAMS (6063-T8 AL) N$ )_ALUM. SGD - LM NTS 21 d 22 11 C 1 872 1- -. A.062 SCREEN 60 STILE (6063--T6 AL) 5.069" -19 r— 1.045" 1.£93'0062- SCREEN, - 45 TOPRAIL- - (60637 AL) F— 0.875' 1 I 1.993• L — 0.062° eSCREEN 46 BOTTOM RAIL (fi0W-T6 AL) PRODUCT REVISED pl 9 wIlh 0e Flndaa ,ok �oae NOA-No. 17-0420.12 ' * Dn 4-TRACKJAMB (6063-T8 AL) L p PGT0130 NO.587OS * n H V,-J n SON mr� � V © m to I lDlImay y mLO� H O1�TRH o a rn J_1 y OC�9 p ^�C o y pd u E A J S< 0 0 N O N n p F 1 SCANNED BY St. Lucie County J 1. e M IAM hDADE MIAMI-DARE COUNTY '. 0 -'• PRODUCT CONTROL SECTION ;DEPARTMENT OF REGULAf, AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 :.. BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NQTICE OF ALCEVrANCE mT�A� www.miamidade.zov/economy dustries,Inc. ! :chnology Drive Fenice, FL 34275 '. )A is being issued Milder the applicable rules and regulations. governing the use of construction s. The documentation • submitted has been reviewed and accepted by Miami -Dade County RER - Control Section to be used in Miami Dade County and other areas where allowed by the Authority Jurisdiction AHJ 1 )A shall not be valid after the expiration date stated below. The Miami —Dade County Product Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve t to have this produ§tto%material tested for quality assurance purposes. If this product or material rerform in the acce.ptq manner, the manufacturer will incur the expense of such testing and the AHJ mediately revoke„modify, or suspend the use of such product or material within their jurisdiction. serves the right to revoke this acceptance, if it is determined by.Miami—Dade County Product Control that this product or* mntn ' c n meet a mauim applicable buildine code. „nis,product is app lira a' GpN nncludmg tlfe High DE _) PTI&N: Series 'APP{20V CU1V17 . thrOug 11 of 11, dated healed l)'y Anthony Lynn fJ{e A7otice o£Accepta o 1VIIS$ILE IMPAC R BELING: Each, I • tribde'1lseries, and followi AL of this NOA e in the applicabl 4ATION of this terials, use, and/ )duct, for sales, with anv.sectioi by the expii-ati( . then'it shall be ibed herein, and has been Hurricane Zone: Aluminum Single Hung Window'—L.M.I. 4040-20, titled "Alum. and expiration date by the Miami -I Large and Small Missile Impact Building Widow, Impact", sheets 1 aoturer, signed tend ontrol Re 'on stamp with Product Con 1 Section. bear a permanent label with the name or logo, city, state, �xnent. a e ounty Product :Control Approved", unless otherwise be considered after a renewal application has been filed and there has been ing code negatively affecting the performance of this product. Will occur.after the expiration date or if there has been a revision or change aifacture of the product or process. Misuse of this NOA as an endorsement fging or any other purposes shall automatically terminate this NOA. Failure sNOA shall be cause for termination and removal of NOA. p )A number preceded by the words. Miami -Dade County, Florida, and may be displayed in advertising lit&6ire. If any portion of the NOA is *t nits entirety. INSPECTION: A copy;df-Tlli; entire NOA shall be provided toahe user by the manufacturer or 'its es'cr 'fl distributors and'shall be aJailablefor inspection at the job site at the request of Building Official. Tlixs+{4OA revises NOA# 1G;07) 4.06 and consists of this page I and evidence pages E-1, E-2 and E-3, as well'a1,approval document mentioned above. in ed- documentation, was reviewed by Manuel Perez, P.E. - - i r`J}r NOA No. 17-0630.08 MIAMFDADE COUNTY l 17 o Expiration Date: March 26, 202I :Approval Date: November 30, 2017 fu Page 1 1 d ,? ries, Inc. 'j A NOTICE.OF ACCEPTANCE: EVIDENCE SUBMITTED .WINGS Manufactu er.'s 'die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) Drawing No 4040-20, titled "Ahnn. Single Hung Window, Impact', sheets 1 through 1 I of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Test reports_ on: ,1;) Uniform Static Air Pressure Test; Loading per FBC, TAS 202-94 t {�) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading pe .FBC, TAS 203-94 , along with moi=Yed-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 sysidii; puraseal®.spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test; 4teports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 ar`id 002/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submittadliii�2i previous NOA No. 16-0714.06) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 y 2) Uniform Static Air Pressure Test; 'Loading per FBC TAS 202-94 t ,3 Water Resistance Test, per FBC,' TAS 202-94 :4) Large Missile Impact Test per FP,t, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)) Forced Entry Test, per FBC 2411.3.2.1, TAS 202.-94 along , ith. mdrjted-up drawings and installation diagram of an aluminum single hung window, with flu frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No ! F4L-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. Test reports 16B: along with mark window, with f Reports No.' F k I sealed by EA�Iul (Submittedi�rtr;Af Ae _( NOA No. 07-0322.06) Air Infiltration Test, per FBC, TAS 202-94 Large Missile Impact Test per FBC, TAS 201-94 Cyclic Wind Pressure Loading per FBC, TAS 203-94 3-up drawings and installation diagram of an aluminum single hung r <. ( frame, prepared by Fenestratiotl Testing Laboratory, Inc., Test -4958 and FTL-5063, dated 10/03/b6 and 11/21/06, both signed and to Largaespada, P.E. NOA No. 07-0322.06) Manuel ere P.E. f Product Contro Ex finer NOA No.-0630.08 Expiration Date: March 26, 2011 Approval Date: November 30, 2017 E 1 i PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B.- TESTS (CONTINUED)'; .. 4. Test reports•.on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F`-L-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. sstt (Submitted underNOANo. 05-1018.01 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 I=� Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports Nor' V.TL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively, i both signed and sealed by Edmundo Largaespada, P.. (.Subro:itted under NOA No. 05-1018.01) 6. Test reports'dn: 1) Air Infiltration Test, per FBC, TAS 202-94 -) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 .,4) Small Missile Impact Test per FBC, TAS 201-94 •-- ' 'X s) Cyclic Wind Pressure Loading per FBC, TAS 203-94 -1 '•'" .6) Forced Entry Test, per FBC 241113.2.1, TAS 202-94 along with marl ed-up drawings and installation diagram of an aluminum single hung window, with'fif frame, prepared by Fenestration Testing Laboratory, Inc., Test fl Reports Nn'�i;,A-4647 and FTL-4650, dated 08/11/05, both signed and sealed by Edniundo La!g;.espada, P.E. (Submitted waiter NOA No. 05-1018.01) } 7. Test reporfs'6p: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 Large Missile impact Test per FBC, TAS 201-94 s;',, 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along wi;h mai"red-up drawings and installation diagram of an aluminum single hung window, with f14 frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'FI]f'-4646 and FTL-4648, dated 08/10/05 and 08/I1/OS respectively, both signed dnd;g aled by Edmundo Largaespada, P.E. i (Sub»:fitted tinaxder NOA No. OS-1018.O1) 9t • Man el ere P.E. Product Contr l Exa finer 1 . NOA No. 7- 30.08 Expiration Date: March 26, 2021 ,••Approval Date: November 30, 2017 + t E-2 l n.Y • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED - SLi: C. CALCULATIONS`11" ; 1. Anchor verification calculations and structural analysis, complying with FBC. 5th Edition (2014).and FBC 611, Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITV ASSURANCE Miami-DadeDepartment of Regulatory and Economic Resources (RER). E: MATERIAL CER'I� AC' ATIONS 1. Notice of Acceptance No.• 15-1201.11 issued to Eastman Chemical Company (NIA) 'for their "Saflex' Clear and Color Glass Interlayers',.. dated 03/17/16, expiring on 05/21/21. G 2. Notice of Adceptance No. 16-1117.01 issued to Kura'ray America, Inc. for their "Trosifolthtraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring o#107/08/19. F. STATEAI ENTS ' j ^ A. Statement 19ter"k conformance, complying with FiX 51h Edition (2014) and FBC iK . ;.i. 6:h Edition (201�, dated June 22, 2017, issued by manufacturer, signed and sealed'by Anthony Lynn filler, P.E. 1 Statement lt:ttu% no financial interest, dated June`?2, 2017, issued by manufacturer, 3 signed and sedl3d'by Anthony Lynn Miller, P.E. 6s. Laboratoryryy cofr Oiance letter for Test Reports No. F'TL-4957, FTL-4958 and-FTL- 5063, issued1, fenestration Testing Laboratory, Inc;; dated 10103/06, signed and; sealed by �dmuhdo Largaespada, P.E. (Nubmilled g6derNOANo. 07-0322.06) •f 1, 4. Laboratorycotnpliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 46489 FTL-4649, FTL 4650, and FTL-4723, issued by Fauestration Testing Laboratory, Inc., dated 08110/05, signed and sealed by Edmundo Largaespada, P.E. z;r d i '(Submtttedulide"rNOANo. 05-1018.01) 5. Proposal Nd.46-0125 issued by the Product Control Section, dated March 09, 2016,. signed by Is13aq Chanda, P.E. — " . (Submitted Oeei'r previous NOA No. 16-0714.06) g G. QTHERS [ '• 1. Notice of Acceptance No. 16-0714.06, issued to POT -Industries, Inc. for their Series IN "SH-700"`;Ahiinintun Single Hung Window - L.M.I-,. approved on 08/18/16 and expiring oii.05126121. abu r z,P.E. Product Co rol E aminer "y ,• r'.Yr: ,', NOA 0630.08 t Expiration Date: March 26, 2021 Approval Date: November 30, 2017 . i •fiy�i IT E-3 tf +y_P ,x r,_It,.,y.Cai•Erl GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 4 e ES DET ) AILS ON SHEET 2) ' v CCNSIyiNGOF(2)UTESOFUB ANNEALEDGLASSWITHA 090'KURARAYTROSIFOL PVB(BYKURARAY:AMERldAlmC} _. __. .n. n.,..,, _ I- . i0.t. '. rv.' •i - .090"KURARAV TRO$IFbL®PVB(BY RURARAV'AMERICA.INC.)OR'.090"$AFLEX' PVB INTERLAYERIBY EASTMAN CHEMICAL GUMYAN7i C. 5116' LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH A .D9W KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX' PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7116' LAMI CONSISTING OF(2)LITES OF 3/16- ANNEALED GLASS WITH A.090- KURARAY TROSIFOL PVB (BY KURARAY AMERICA INC.) OR AW SAFLEX 9 PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7116' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH A .090' KURARAV TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR .090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 711W LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL'PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX°PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13/1 C' LAMI IG: (1) LITE OF 1/8- TEMPERED GLASS, AN AIR SPACE AND 5116' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A SAFLEX' PVB INTERLAYER (BY EAS I MAN CHEMICAL COMPANY) m. ; LAtAl CONSISTWOOF (1) LITE OF, 113. ANNEALED GLASS: ND (1) LITE IL° PVB(BYKURARAYAMERICA INC). T', . AC: 1:a+Tih.. O (2) L, TES OF 118' HEAT STREh Tj'ENED GLASS OR C`D'SAFLEX',PVB,INTERLAYER(BY EASTMAN CHEMICAL COMPANY) _ J. 13/18' LAW IG: (1) LITE OF 1p' TEMPERED GLASS, AN AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH A .090'KURARAYTROSIFOL PVB (BY KURARAYAMERICA,INC.)OR.090'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) K. 13116' LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIRSPACE AND 1116" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH A.090' KURARAYTROSIFOP PVB (By KURARAY AMERICA INC.) OR.09Y SAFLEX *PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L 13M6' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WRHA.090'KURARAYTROSIFOL P 6Y KURARAY AMERICA INC.)OR.090'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M. 13/16' LAMI IG: (1) LITE OF 118' ANNEALED GLASS, AN AIRSPACE AND 5/16' LAM] CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A A90' KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX' PV8 INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS:'OX' (1/1, VIEW AND RADIUS TOP, ALL W1 LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES 141. SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. NOA DRAWING MAP ! SHEET GENERAL NOTES.............I GLAZING DETAILS ............ 2 DESIGN PRESSURES.......3 ELEVATIONS ..................... 4. VERT, SECTIONS ............. 5 HORIZ. SECTIONS.:.......... 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL.. .7' 3E........ _ Meterlel Min. Fy Steel Screw 92 ksi Elm UtreCorM 410 SS Elm Cret.Flex® 155 ksi 127.4 ksi 445ksl 606}T5 AlUTUIRs11 16 ks1 A36 Steel 36 kSl Gr. 33 Steel Stu! 33 ksi C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE 331/3-A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT,SEE SHEETS 8 THROUGH it FOR ANCHORAGE DETAILS. .._:•.'1FD 5. SHUTTERS ARE NOT REQUIRED. _ . 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL4645, FTL-4646, F11-4647, FTL4648, FTL4649, FTL4650, FTL4651, FTL4723, FTL4957, FTL-4958 AND FTL.5063, ANSI/AFBPA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. SERIESNODEL DESIGNATION SH700. ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. CMT.OFAUIH.f29'6e 1 1 11 140490 �No. Sams :: N y uC A. LYNN MILLER, P.E. FL P.E.058705 - - r �T� I I'INOM_ •.,,-":' df 6�= ParttI - Description - Material 71 , Kommening 9 G in Spacer system ,72 ; Qua "1Super4acernXrw Ih Hot Me ButN See tfo Sheet for 73 n� QuanaX:Durazeal spacer; - MandaLs 1/8`ANNEALED OR HEAT S RENGTHENED(;LASS VWPNNEALED CR HEAT STRENGTHENED GLASS i 090 PVB INTERLAYER 090 PVB INTERLAYER V8' ANNEALED OR HEATS RENGTHEHED GLASS- 3/16- ANNEALED OR HEAT STRENGTHENED GLASS 5/16-NOM. 7116-LAMINATED LAMINATED GLASS 80.81 82 7116" LAMINATED -LA- '63,8�84 - „_� - .. NOTE _. LAMG.OJD 4 - Mf;LITESAYSO iALLISECTIONSjti, UPnRAOED TO W76 WITH NO CHANGE IN` •p DESIGN PRESSURE. ^ KURARAY TROSIFOL 1R'NOM. PVI INTERLAYER r GLASS NOM. SS BITE 46 GLASS BfrE SAFLEX PVB IoMERLAYER BY EASTMAN CHEMICALCOMPANY 70 38 701 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 3/16- ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER , 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS WIT LAMINATED 7/I( LAMINATED AIRSPACE — AIRSPACE 1/8' ANNEALED OR TEMPERED GLASS 1/8-TEMPERED GLASS 13/16' NOM. 13/16' NOM. 13/16" LAMI III G GLASS W/ 5/16" LAMI 86,87,88 or 92 13/16" LAMI IG GLASS W/ 7116" LAM! 89,90 or 91 ALUMMUM REINc9afcr;,ENT POLYISO- DESILCAM FlLL AREA HOT NELTLUTYL 'vz /l. �_ ' :SRUCTIIRA . ,�+ BUTYLENE—r y -NOM PRODUCT:LVIS`M - FOAM SILICONE c'°^�� 5/tfi'NOM SEPL - ssnmpilin3rn�A:h:FlTde FOAM BIIT NONL BNYLa n SNCONE SEAL d.:liing Gdc Y7� DESILCAM ROLL -FORMED B"'im, DESICCANT CANT STNNLESS STEEL Ee irve Data r?D2i XT. GLASS EXT.GLASS Dv i ERT. GLASS—� Miuni xPmdunC. KODISPACE 4SG TPS <((v `INT. GlA55 C/v� —IN1 SUPER DURASEAL® ,a � SPACERONXT" SPACER 1WOTEONNOLOGYDRNE N. CERT.DFAII1R.Aflg VENICE.RNIiS p;.11aea:en S SI�ET v(// —INT. GLA65 XL EDGE'" rT SPACER FU11 1 2_ - 11 1 4MD-0 * : No. W705 A LYN1R'yAILLER, P.E. FL REX 58705 FIN Sr STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS - WINDOW HEIGHT • WIDTH ..GLASS TYPE 383/8" 44" 60F/8"- 63" t'.'= 74"— TABLE 2. _ 76" - . 48 x A{B,M: • o- ., apOSO' �8,b �80U! .'-60.0 *80.01 -.80.0 +80.0: 40.0 �70:0-700 +708.0) -70.0 L B0.0 +'. 800 -TW9j +ro78:p7 -79.-S .700-700+70. ':700. _iaBp_ 62 a80i0 A0.0 272:2 6.8 68763118" A,B,M +80 4 7 5. -75 T0631l8" C,D,E,F,G,H,I,J,K,L +800 0.0-8 +60.00. 0 +70DP ISTOM VIEW 3 RADIL LSED ON FLANGED 1A WIDTH GLASS TYPE F,J,K,L+ OPTION 76" .i MEETING.RAIL-- HT } W � 147. MEETING RAIL LE 3. W N) W O• MINUS /t6" SASH HT. -70.0 Ht T. MEETING RAIL j i LED. 'X T GLASS TYPES: TEST REPORTS TAB A. 5/16' LAMI - 1/8'A,.090,1/B'A) FTL4647, 4648, 4723, 4957 1/8"A,.090,1/B'HS) FTLAS47, 4640 C.5/16'LAMI-(1/S' S FT-4647, 4648 D. 711V LAM]- 311WA..09D, 3/16"A FTL4845, 4885 E. 7HV LAMI -(31%'A,.090, 3/16"HS FTL4645 F. 7/16" LAMI - 3/16"HS,.D90, 3/18'HS) _ FT.4s45 G:13N8'LAMIIG-1/6'T,AIRSPACE,-g/16'..LAMI-018'A,.050,5/6"A) _ M E40, 4Y23 H. 13116"LAM) IG-1/8"T.AIRSPACE. 5MV LAMI-(1/8"A,.090,1/8'HS) "-FTL4fi46 - I. 13t16"LAMI IG-1/8"T, AIRSPACE, 5/16'LAM] -(1/6HS,.090,1/8'HS FTL4616 J. 13/16" LAMI IG-1/8" T, AIRSPACE, 711W LAMI-(3116-A,.090, 3116"A) FTL4649, 4660 K. 13/18" LAMI IG- 1/e" T, AIR SPACE, 7/16" LAMI -(3/16"A,.090, 3/1WHS) FTL4649, 4650, 4958 L. 13H6" LAMI IG-11W T, AIR SPACE, 7/16° LAMI - (3H6"HS,.090, 3/16-HS) FTL4649, 4650 M. 1311V LAMI IG-11S*A, AIR SPACE. 5/i6" LAM] - (IlrA..090. 1/8"A [R CTREVL4&7 � I - d.>�awLOmTtite -- i I NOTES:1. WINDOWS WITH THE LOW SILL OPTION ARE LIMBED TO A POSITIVE DESIGN ESSUREOF+s4.OPSFORLO N IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRP.L FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY CTING 1' FROM THE F NGED TIP-T6TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8' MINIMUM TO 38° MAXI 4. GLASS TYPES C, G. H, AND I MAY BE USED IN SASH ONLY - - 5. REFER TO ANCHOR QUANTITY TABLES" FOR ADDITIONAL DP .1olEc,x-LO 0RME LIMITATIONS. x. vFricE. ft a s DESIGN PRESSURES Petl�atcw .m Avmn a No cxwcEs7HIssHFFr. csBr.Grnulx.4aasa. ALUM. SINGLE HUNG WINDOW, IMPAC7 o +ar Sx NTS :.3 Ill DODO-20-. No 58705 IONA A. LYNNULER, P.E. FLP.E.858705 -- ' I 531/6 MAX FLANGED WIDTH S 4 5 , - 521/B MAX I F WIDTH , y 49 518MAX FIXED L 1 - ',DLO (ALL) D—� i tz ,77. 76:MA� w SEE DLO I F. A A I.F. C �J TABLE O p� HEIGHT SEE ID DUO O / HEI HT SEE DUO TABLE O j HEIGHT 1_ / L _ 76' MAX. 76' MAX 76' MAX FLANGED FLANGED FLANGED f HEIGHT HEIL77-1 HT HEIGHT �16' SEE DUO 11111 MAX Ill TABLE X j SASH SEE �� =( �STABLEE ED X �. NO E4 ' (MAX.) 1 HEIf�IR 1 481/4'MAX: .. VENT DUO (ALL) DETAIL E DETAIL C' DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) ' 1/1 B E� 75' MAX 175' MAX. I.F. F. HEI HT E� HEI HT SEE DLO I SEE DLO TABLE O j T 76MAX. ABLE ' O A' / 76': 1AX. FLANGED FLANGED HEI HEI HT I SASH SEEDLO LE SAS.-SEEDLO TABLE X ij SAq TABX"'j— f♦ - .. - HE=/ • _ V vgCD LT RFwSFD. 7100dYCN¢m 5 .. i:. .•�, i' .: HEIGHT , Fisch At,mw( 3D.pgg B 2�21 DETAIL D DETAIL VIEW (CUSTOM SASH) RADIUS TOP (CUSTOP.4 SASH W =m' " ,e ' NOTES:ucE"se ao..• .. . • :�l 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. =*:' No. 56705 -_ 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. - *_ 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. - 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8 C) ARE BASED ON A THREE OVER TWO FORMAT. - :OT'. 57ATE OF (V I OIOIFCIP'OLGGYGRNE �� N. VENIC',R3�ii5 ELEVATIONS icS '�,<�RIOA,.•� ��\\ �AONAL {a11rtM ALUM. SINGLE HUNG WINDOW, IMPACT avlRsmse �,,, .R JR� O69Yf7 G—m d' -- NN MI R.P.E.cE87.or A. LVNN MILLER, -peAffGlSTMSSM�T. �- - � .w�b�`.�++v-s' :c.- ® SRmo NiS 4 • -+ 11 - 404620' G FL REM 58705 - _ 2,784--- NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINEPR -26, 27, Ti E: BALANCE PARTS USED 'j ;OPTIONAL LOCKS. (I)TFROMEACH SID_EOFSASH[j� NOT P., P BASED ON SASH WEIGHT —MAX VENT Dh'�!]GPT& (INSIDE MAXI , 9,16,11-1516 — — — .1 — - — — — — — MAY. I 2.710r FIXED 7, 8 OR 17 LITE DAYLIGHT (/�2 5 OPENING )'_� t RIV_ FiXEC OUTSIDE L 25 v' 1 .1 .' �__ MAXWDT+L Z;- SECTION A- ]�INTEGMI P FM�MESEGTIO�NS 0 L 47 ! 50 UTSIDE 23 HIGH 2.30 I MAX OUTSIDE SILL T-1 HEIGHT 21 2.946 I iAAX. T VENT 49L it DAYLIGHT HIGH SILL C48 LOW SILL HEAD OPENING — — -- — — 7 Q9 (LOIAISILL) SEE NOTE ABOVE n12 ULTRALIFT ONLY SECTION 13-13 (LOW SILL SHOWN) CMT.OFAURI& (HIGH I SILL) b054 - n12 ULTRALIFT ONLY SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) Wp I Haff 1 5 -'ll aNO-58705 t0 14C A. LYNN MILLER P.E. FL P.E.# 58705 a.� w REM DWG# DESCRIPTION PGl# ITEM DWG# DESCRIPTION PGT# 60 1635. SCREEN SPLINE-..135 DIA HARD - 616 1 _ .d002A„FLANGE FRPME HEAD - -. 612225 - ., s, _ ^: 61 "" SCREEN CCQiH'_ - ' .._-6533402 81816 _- - 2 3_?4003G__F,LANGE-FRPMESILL _ 6 '.J155 .i626 ,. b.4004:.r *4025.. #8X10000UPDPN SMS.. (COW.SILL) - '- <i ADHESR'E OPEN CELL FOAM PAD 1 L JAMBI - I. ir' F.LPNGE FRAME --._ •. 1 - . �.a.< .,:a �'. ,.. - SASH STOP "^ - _ � - �.781POA \''612226'--A s_:ZPA0t636 F ZIN- 612227 b 612244° ""�! _ :-- 3'' — s--- - .63 �84. l67_ 68 505-' -im - - ..4051A GLAZINGCHANNEL.(:688X500) 96X1,060 PH. BUGLETEK '_:-._' - _ GLAZING TAPE; 1/16X12.7A6 LAM' i I SASH BOTTOM RAIL (HIGH SILL) - +, c -'. ]06X1 62BV7510 " 84051 ;. t -- -- T 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 8 4025 SASH STOP (EGRESS)1.125 LONG 612244 - 70 SILICONE, DOW791, R49, 9950R GE 7700 9 4029 SPIRAL BPIPICE ,318", St3•, OR 11115- BO A GLASS, SR6' LPMI, (1R"A.090 PVB.118°A) 10 1080 BPLANCE COVER, 3/6" OR S. 6BALCVR918 81 B. GLASS. 5/i6• LAN9.(1l8•A.090 I'M118"HS) 11 k8 X.750 PH. PN. SMS 7834A4 - 82 GGLASS, S/18'LAN9, (1/0'H5,.090 PVB,I/B'HS 12 BALANCE BOTTOM BRACKET 78PLTBKT 63 D. GLASS, 7/16" LAN. (3/16W090 PVB,3/1WA) 13 1085/1055 SASH TOP GUIDE ' 42504 84 E.GLASS,7116"LAM. (3/16"A.090 PVB,3/16"HS) #B X1 PHILLIPS FLATHEAD S. STL 7BXI FPAX 15 16 17 1080-1 405J BAL+ uiC OVER 11/16 SASH. STOP. COVER dEALCVR670_ 6405 _ 85 F. GLASS. 7116 AM (3116"HS,090 PV8,3/16'HS) 86 G GLASS. 13/16 LAMI IG 118i-AiR SPACE. 5/16-LAM 0a"A.-090 PVB118"A) 7 87- ,09 H GLASS(13/16 LAMIIG iIB'i,AIRSPACE,5/16'LPNO,(1/8'A 090 PVB 1/B'HS)' _ LGLASS113/16-LAN LG 1/eT.AR SPACE,5/16".LAMI, (1RTI5; 090 PVB,llB'HS) J ?3!1 LAV9IG-LR,4 NRSPPCE, 7fl6•LMA. 3/18'A 090 PVB,3/16"A)" - -,,- ,..r 18 9 2i 40251', `..�`.V82X:?P2•LG,PH 4054C- SASH BRPGKET -,. '�^ r FH 1Yf}EFS STL .'_.I C. A_�.,,'::7R32X1 FIXED. MEETINGHA31, _ 1ULBRKL FPFX.RS°r-_.4Bi .. 64054r_ ,L " .90 K`GLASS;13;4B LAM IG; Wr,, AIR SPACE, 7/16" Lf+EN (3118°A 090 PVB,3/16'HS _ ,. ,23' 'd008C'SASH TOP RPIL - `-. RAJ 64006 91 92 L. GLASS, 13/16 LPM IG, IIB'T,AIR SPACE, 7/18'LV41 (3/16"HS,.090 PVB,3/16'HS) M.GIA85,13l76'LPM IG:118"q AIR SPACE S/16"LAMI, (1/8"A.090 PVB.1 /6"A) 25 1235 WSTP.,OP 70 BACK, FIN SEAL 67516G 26 1096 SWEEP LATCH 71096 42,878 .062 , 13 55 3' ,062 47 FRAME. I.F. HEAD '#M171A. 8063-TES 48 FRAME, I.F. LOW SILL #4072A, 6063-T6 2.908 -. 2.374—^! , - iyR000c1 P.e ASFn .,a-:,` a+nNY�^9 0�4u Fl6Ma:;.f-` Rula:naCw .062 NOM AmFmixwl -Ob3D"OD THICKNESS 4 71 One A) 2. Nn.T„Oetle i4vdxlC NOM HIC NES THICKNESS \` LI — - ``�Sap1,1YLVNN�"o, CIF &FRAME I.F. JAMB '..p 49 FRAME, I.F. HIGH SILL SB #40748. 6063-T6 = * N. 58705 _ #4073A, 6063-T6 (USED AS RADIUS TOP HEAD) -. JM� ST PARTS LIST + (�`':�"(ORIDPSSAALUM. SINGLE HUNG WINDOW, IMPACT 7 ONALJR P.E. - - a. 87R61" NT5 6 G FLP.E.#58705 ' 27 1016 #8 XA25 PH. FL. SMS 7858 28 SILL) 612230 30 1226 1226 VVSHBOTTOMRNL(LOW NSTP., BULB VINVL 49 BTP249 31 4008 SASH SIDE RNL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAMISETTINGBLOCKM2°X25t64'X1" 71622K 36 1052 LAMIIG SETTINGBLOCK I"X3l4"X 1/16° 71052K 37 1224 NNYL GLAL BEAD BULB (THICK) 6TP247WK 38 1225 VINYL GLFZ. BEPD BULB (THIN) 6TP248K 41 4039B AM GLAZING BEAD. 5116 LGLASS. 640398 42 4044B GLAZING BEAD, 5116 LAN WGRILL KIT 644703 44 4222A GLAZING BEAD, 7/16'LAM 64222 45 985C GLAZING BEAD, 7116" LAMI WIGRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAVA I.G. 04067 47 4071A FRAME, I.F. HEAD 64071 :48 407ZA ME FRAI.F. LOWSILL, - 64072 49 - 4073A FRAME.I.F. HIGH SILL. -. .. _ Bd0%3 _ 50 4074B FRMff.I.F.JAMB 64074 52 4009 SILL LATCH (EGRESS) LOWSILL) 7fi4009 53 1088 SPRING, SILL LATCH (EGRESS) 75PRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 827a0 65 1014 SCREEN FRAME(HOR. B VER.) _ 61019 56 1630 SCREEN CORNER KEYW/RINGS 71630 57 1631 SCREEN CORNER KEYWOUT RINGS 71631 5B 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE-.135 DIAL FOAM 91624K tmotECMxE,FL N. VENILE.FI]I 061G717 G NOCHANOESTMSSN .AC'FNNIA4LLEFL FK w1m J.J. 72307 - w sierra i . i b3'.=��I i ....a. b . O FLANGE FRAME HEAD p VCO2A. 6063-TB-2.764--I O FLANGE FRAME SILL (LOW) #4003C. MG T6 O SASH STOP O FLA14GE FRAME JAMB 7 #4025, 6063-15 #4004,606345 (USED AS RADIUS TOP HEAD) 1.342 .osz�jl'.,55 � 117 .062 L, 21 FIXED.MEETING RAIL O SASH TOP RAIL 23 #4006C, #4054A, fi083HD-Tfi® 8083H5--To 69 FLANGE FRAME SILL (HIGH) #4050A 6063T6 2.326----1 2.638 .062 III -rz`n III 68 SASH BOTTOM RAIL (HIGH) #405tA, 60fi3T5 CeRLOMMMM IOIDTECHNOLQGORNI N. VENICE. li 3I115 (eall^401eoo _ 1 or47 ,IFFRAME SEALANT ALONG ENTIRE JOINT ",,IFRAME i or 5L WELD ALONG BOSS (2) SEALAHEAD GASKET HEAD - AT AND SILL ,., 1 0 �VIEI^1 L, R )) VIEW E E (1/1 &VIEW HEAD 8 SILL, RADIUS TOP SILL) � (RADIUS TOP HEAD ONLY) 17 SASH STOP COVER _ FRAME CORNER CONSTRUCTION #4053,6063-T5 050 .678 2.326----1 7.096 —��--�{I .osTj 41 GLAZING BEAD, 5/16" #4039B. 606bT5 1.979 .0s2 SASH SIDE RAIL 31 #4008. 6063T5 oso 878 1,096�---�I T 42 GLAZING BEAD, 5/16" #4044B, 6063-T5 .(USED W/ GRILL KIT) 28 SASH BOTTOM RAIL(LOW) #4007, 6063T5 05n lll«l``h -676 „ ,.... to'fie , ILLL T O GLAZING BEAD 7116" i1d222, 6063T5 .678 1.115y^ 45 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) 6i .050 -F1---- 1 1.097 46 GLAZING BEAD, 13/1i #4067,6063T5 FRAME CORNER DETAIL HUNG WINDOW, IMPACT 7 s 71 n" a» 4040Y0' j * , N0, 0705 #_ j FSS'0 O n�NG`� A. MWI BFe E. FL P.E.#58705 - I ANCHORAGE NOTES: TABLE ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS 1. ANCHOR TYPES: 1 - 114- ELCO ULTRACONS OR 912 HEIGHT' - SCREWS INTO METAL Z 2 - 114" ELCO SS4 CRETE,FLEX 3.'#125CREWS' .03; 0:03; 58.603 64.603=;!,L ZSA76=- z &rz- �o z qo��,o z z Cto z "so _.z 0 00 tz, 7 OOZ 2. ANCHORL6CATIONS AR k BASED ON THE N 10 V, 0 :0 0, 7-'o W-1 0 0 0 ;, 0 1'.o , o FOLLOWING DIMENSIONS, MAX, FROM TOP CORNERS MAX. FROM TOP CORNERS X. FROM BOTTOM CORNERS ill li2 1 1 1�2 2; 2 1 212MAX. 2 2 2 2-2 �'2 2 2 2, BELOW MTG. RAIL B -2 J.. 2 2 2;2 3i3 SILL - ANCHORS NOT REQUIRED 1 2 22 2L2 2-2 2 Z 2 j2.2,2 ,2 3. INSTALL PER THE ADJACENT TABLE ANCHOR CRITERIA OF C,D,E,F,G, '2'2 QUANTITIES USING THE DIMENSIONAL H,kJ,K,L 1�2 1 ii2 i72 1�2 lii 2 -2 1 . 2 -2- F2 i, 2 2: 21 Z: 2 2 2 2 2: 3 Z2 2;2 31-2-212f3 43.32�2 313 1 NOTE 2. 24.000 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS i 2111212' -f '2f2 2�2 1�-� 2j •S'3[Z-2 313, 2 j -2 A !�2 �2 21 r2 V2 41V AREI-LESS. t r al I :HLJJ�L- 11.2 1 2 2. 2 2-� .1,,2 21� �-3 j2j3 2, '2 21 � 2 Zis S DESIGN PRESSURE LIMITATIONS. SIZE BLGCKS OF THE ADJACENT TABLE WITH A - ABM 1 1 1 1 1 2.000� BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A PRESSURE WITH THE QUANTITY 2 3 2'3 2 2, MAXIMUM DESIGN OTHERWISE, THE '1 2 1 2 2 OF ANCHORS SHOWN IN BOLD. CDEFG H,I,J,K.L 212 1; -- 2 - 2 3 1 --- 1 2�, 3 2 i1i - 213 11 MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 37.00 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE 1 1 1 AA, R, M 2 2 1 .. 2��- 2 3 -7� _j REQUIREMENTS, PSF 79 C,D,E.F,G, 2 2 2 "2 2 2 -2 2 2 2 2 2 2 2 2 2_ 2 4 2 Z31314 2 3i5 2 3 3 2 3.4 2 4'6 2 3j3 2 414 K2 40,000 H,I,J,K,L 172 2 2ii 2 2 2I3 2 2 2 3 213 2r3 213 214 2 3 - 3i3 — AB, M 2 - 2 2 2 j-2 2 2 2,3 2 2121 2 i2l 2 2 2 3 2 33 2 3� 4 2 2 i 2 3 A ji2 5 2 3 1 2 2 4151 2- 31 3k', 2. 41 TABLE KEY:_ 4 a22� 213 2!i 213 2,4 -2. � :5 MAX PSF (OF LIMITED) le HEAD -3 PSF 79 —2 D, —EF, G, H.I.J,K,L — 12 E2 2 2[2 2 '2 21: 2 3 6 =2?3 2 2 3 2 2 2 - 313 2 -ii� 2 2f-3 3j3 73 2 2 - 213 3 4 2 313 314 2 F� 3 4 31 51 _2 3 - 3 2 T4 -5 2 3 ±4 6 44.000 JAMB ABOVE _T2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 ABM . .1 2 - 2 -21. � 2 2 212 2 2 293 20 2 2 2� 2 2 �3 2 31 2 2 2 z;,3 li3 5 4 2, - 3 1 314 2i3 3:4 3 5 ��3 - 3:4 5 3 4 4 6 Nff G. P.6 JIL JAAAB REI lloova iIEVIRED 48.000 PSF 79 79 MTG. RAIL 08 6 LLt (FULL P) D E FG CDE,F,G, J H,I,J.K.L 2 2 2 2 2 2L2 2 2 3 2 2 2 213 34 2:,i 2 35 --2q-7T FT 5-IT 4 _ T�� 213 2 .. 1 4 14 3% -�3 -M 22 T3 2 3�5 - 2 3�3 2 3 3 3 5 2 3 3 2 4. 4�g 314 2-- 515 H A SO /E VrG L \,\ L A,B,M, A`B , M 2 2 2 2 2fiW 2 -2 213 2 2 -2 2 21-i 2 1[4LjL1 2 3j3 2 2 3 3 2 2 3 _2 3 T4 3�5 3i3 I 3 35 2 33 2 4 3 16 2 3 2 51 51 PS PEP 79 79 — C F C,D,E,F,G, 2 2 % =i2 2 2 2 3 3 2 3 BE LB LOW 53.125 H,I,J,K.L �2 2 2 3 2.2 2 2Z-3 3% 3A 22Z S 3% 3' 3�4 31 33 4.4 4.6 T4 4:5 4 MTG. RAIL N-- 58705 SEE TABLE 1 FOR 2 2 2 2 2 2 2 2 r14 3 2 A, B, M 2 2 9 3 41�2 J 3!A 2 FULL DP STATE F10�720 �Ttc "M�OL N W 1 :1! CERT. AUT 1 L' 5 ,asxx ANCHORAGE SPACING, 1/1 WINDOWS 40RID . . . . . . . . OW IMPACT ALUM. 2!NA� G� THIS S�. "IN -272W7 1 -7�, 1-7aM JYJ ANCHORAGE NOTES: 1. ANCHOR TYPES_1, 114•ELCOULJRACONS OR RI2 ANCHOR QUANTITIES FOR STANDARD:VIEW AND RADIUS TOP FLANGED WINDOWS_.; - TABLE 6 `- -c a7`~;... J i' -,> - -_WINDOW HEIGHL 1 .s -� 37800 c. SCREWS INTO METAL - 2 114 ELC0.8S4 CRETE FLEX r 1 1 .,s. S...... ATE•' I 296554 ' 37155 1 44855L{ 52, 55 ' S9;855 f fi7155 -74655 ;1j�, 3 R12SCREWS ' I ANCHORTYPE ^,UZ O0'O - O TN. 02 4.!Z=Z Z Z O O f , 2•��ANCHOR LOC-A-TIQNS ARE.BA3E0 ONf TE I0 IMENSIO r' FOLLOWING DIMENSIONS:' ... _ M HEAD`- 1712' MAX. FROM TOP CORNERS JAMBS- 1S' 1.1 2'2 2 2 2.1 2.2 2 2 2T2 2�2 2 2 2 2 2 2.2:2 2.2 2 2 312 212 3'2 3i2 2;2 3:2 MAMAX.FROMTOPCORNERS 15'MAX.FROM BOT CORNERS ' 19.125 Y1 1 1 2i2 2�1 1 7 1 1 1 1. 1 1__�- .R 6' MAX.,BELOW MTG. RAIL ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 -, 2;2 2'2 212 3 2 212 3 2 312 2'2 3'2 SILL- ANCHORS NOT REQUIRED 1�1 1!1 1 1 2!2 211 22 2!2 2 1 21T2 2' 212 212 2 2 2!2 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF PSF 79 1.F-34 C,D,E,F.G. 1 1 1 1 1 1_ 1 1 _ 1_ 1 1 1 1 1 _ __7 32 _t_ 3�2 _ 1_ 2i2 1 - 3',2 _1 3 2 1_ 2 2 3 2'1 __1NOTE 2. 24.000 H,I,J,K,L 1 1 111 TI1 2!2 l!1 2!2 2i2 2 2 2 2 2,2 2[ a.2 22 2!2 1 1 1 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 j 1 ' 1 1' 2�2 1 �¢722'22?2211222i 1 1. 1 1 t, 2.'2.232.3•�2.Z 1 1 1 1 23 1 i2 I 3 i 222 T2'22312 FLANGED WINOWS: INTEGRAL FIN DIMENSIONS �. ARE 1:4ES F F'69 4;dL12!2U'-�ztz '- - �5'-512E181.00KS OF THEIADJACENT TABLE WITH'A "1 1_ 1 1 1 1 fl 2_ ;: J 1 -� 1 1 1; :` 1 1 T.;1_ 1 1 (t C;O,E FGt H,I J,KL 1 1 1 2,2 2'2 2I3 2112 212 313 2!2 3I3 3231312 3 3 3,3 2'2 3 3 4 8 3'2 4:3 4I3 3 2 4.3 BOLD ITALICIZED VALUEABOVE THEM, INDICATE 32.000 1 1 1!1 1 2,2 1 2 1 1_ 1. 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 1 1 1 1 -2 _i 1 1 - -' .._21.. 33 _i 3 - - 22 _ _ 3 3 _!_. 4,3 312 4 _ 3 ._�._.. 4!3 3!2 .1 4�3 OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE 1 1 1:1 1 1 212 2:2 2-{2 2�3 2 2 112 212 3'3 212 313 313 312 3 MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. PSF 59 67 79 1 1 1 2 1 1 1 2 2 1 2 2.-1_ 1 2 _2.,1"'_2 "?"'�""'?' 6. SEE NOTE 4, SHEET II FOR METAL SUBSTRATE QD,E,F,G, H,I,J,K,L 1 11 (7 1 1 2 2 22 2'2 _2 2�32:2 23 3'3 22 3!3 3;3 3,3 -2.__2- 4'3 313 3f2 33 4,3 3 2 4'3 4:.4 3:2 4'3 REQUIREMENTS. 37.000 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 -2 2_ 1 2 A,B.M 1 3i3 212 313 3!3 3:3 4:3 313 3i2 3i3 413 312 4�3 414 3�2 4 3 1 1 7 1 U1 2 2 2i2 212 2 3 2 2 2i3 PSF C,D, E,FG; 54 2 79 2 62 2 79 2 2 2 2 2 2 2 2 2 2 3!3 2 4-3 2 313 2 4.3 2. 3!3 _2 3;3 _2_ 4Y!3 2- 4;4 __2 3!3 4;3 2 2_. 4i4 _ 2_ 3i3 2 5,3 TABLE KEY: 40.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2!2 2r 213 212 3 3 3 3 2 2 2 2 2 2__..2-, ABM 2 1 1 2 1 1 2 1 1 2 2 2 2 2'2 2 ,. 2 2 2 ...,_... 2,3 2 22 2 1- 313 2 ...-- 3'3 2 212 2 .r.--' 3 3 2 413 2 3 3 2 4,3 2 3i3 2 3 3 _.. 4i3 4!4 3 3 4'3 2. 4!4 3�'3 5�3 MAX (DP 117E PSF C,DEFG 49 2 79 2 56 2 19 2 2 79 2 2 2 2 2 2 2 2 7 2 2 2 2 2 2 2 2. 2 3 3 2 5 4 HEAD 3 JAMB ABOVE 3 3 HIJKL 1 1 1 1 7 2 2 2 2 2 2 3T3 2 2 3 3 3 4 213 313 4 4 3I3 4 3 4I4 3 3 4�3 414 3 3 4 3 4 4 44000 1 2 2 2_ 2 2 2 2 i 2 2 2 2 2 2 .MMG.RNL FµorucT aeYts® 2 2 3 3 e 2! 2 3.3 _2 3 d _T 2 3 313 d 'd 31_3 4 3 .T> 4:f 4 3.3 4 3 4'4 3 3 4 3 4' d 3 .3 54 .I nJAMB- coi _. M7G RAC 0Iumq I O 8 ,so{,,,ro Na D,O 6. .or axc ?a21 PSF OS 74 51 74 79 79 2 2 3 2 2 3: 2 2 2 2 2 2 3 2 2 2 . -_2 pP) 3 3 2i2 3"3 3'4 3i3 3i3 4 4 33 4 4 4 4 3'3 4,4 bi4 4;3 5'4 4 4 4 3 5'4 FULLL as.N,s�� 48.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2!2 2 2 3 2 2 3 2 2 HEAD 2 ' 2 1 1 2 1 1 2 1 1 2 2 2 2 2C2 2 2 2 2 3 3 2 2 2 2_ 3 3 2 3.4 2 313 2 3i3 3 4 4 2 3 3 2 4 4 2 4 4 2 3!3 2 4!4 4 4 4T3 5.4 4 4 4 3 5.4 JAIVd ABOVE 2�2 MfG. RNL s.�aONY LYryp 76 79. PSF at 87 46 67 3 2 3. 3_. 2 3_._ 3 2 3 3 2. 3_, 3 2. JANB BELOW J C,D,E,F,G, RI,J,K,L 2 1 1 2 1 1 2 1 1 2 2 2 22'2 2 2 2 3 3 3 2 3 3 2 3'3 44 3 3 4'4'44 3'3 _ 4 4 4'4 33 4!4 5'S 4!3 5'4 5'5 4'3 _? 5!4 MfG.RNL ?* NG. se7as�� = 53125 A,B,M 2 2 2 2 2 2 3 3 3 2 3 3 2 3:3 3 4!4 2 3--3 2 ,3 4 4 3 4.4 2 3 3 2 4�4 3 5 4 2 4 3 3. 5'4 3 5i4 2 4 3 3... 54 FULL DSEE P 2 FOR = *_ c'D - �. lbw, 1 1 1 1 1 1 2 2 2 2 2 2 DRNE_ 1mN3rE`4;4u's3 csaLGFAUm.+miae[Ra7 ,T,nffaxc _ ANCHORAGE SPACING, STANDARD VIEW Tg O '. 8T TE O %'Pcs A. CiYNNiMILLEF:s, P.E. - FL P.E.# 58705 ALUM. SINGLE HUNG WINDOW IMPACT JA 17. G NO CNANGESTHISSREET. se..u.r swop +� NTS 9 + 11 o.row 4040.20 G u _ _ _ FX =7-aam JJ. T2397 n I..Ny .. .,. ._._ .__ ---- WINOOW HEIGHT MINUS SASH HEIGHT FROM -ABLE 8 1, 1 . ANCHOR TYPES: 1 1/4' ELCO ULTRACONS .SUBSTRATE < 17125'-32.fi68 i .28.211 +L, 33:754 39.296k4�4.839 50.382 + 55;925 SCREWS INTO METAL -?❑ UbU M1r! 2 1I4 ELC0554 �RETE FLEXv-JTrz 3 z N O y�:;z ,r,z L"+O N,z i,2 ?+OIN:Z ;.�z mO z 2a0 �•C� ''a ^0 rN`+9 �i'O '10`,Z,WNCHORLOCATtON$'AREBASEDONTHE FOUOWIINGWINDOWA$NO0:..xO nJ(O y1p:O-Syx,N'',O NOU ggrU U wUUWIDTH ITYP'';U�U Ig ` U kU $'-U fUri J.$ _ + 1 1 1 1` 8112"MA: FROM ORNERS,r'3 '^t-+ 1. 'HEAD 1 19.25' 1 2 2 2 2 22 2 2 2 2 2 23 3 2 3 3 3 3JAMBS-111 .FRO OP CORNERS 111, MAX.ABOVETHE MEETING RAIL 111- 11 11 1 1 14 6" MAX. BELOW MTG. RAIL j 2 2 2 2 2 2 2 2 3 3 2 33 3 3 33 3 4 15" MAX. FROM B0T70M CORNERS O E,F,J; 1' 1 1 1 1 1 2 1 1 2 1 1 1 1 1t i 1 1 1 1 1 SILL- ANCHORS NOT REQUIRED 32.000 'K.L 1 j 2 2 2 3 2- 3 33 3 3 2 3 4 3 4 4 3 4 5 3 5 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE PSF 79 _ DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR 37.000 O,E,F,J, 1 1 '1 2 1., 2 2 1 2 2 1 ° 2 1 2 2 1 2 2 1 2 2 2 ABOVE THE MEETING RAIL AND TABLES. FOR BELOW. K,L j 1 1 1 2 2 2 3 2 3 3 3 4 3 3. 3 4 3. 4 4 4 5 4 4WIN DWS ARE H25EeGMIN T038'MAXS FOR MVIEW PSF a 70 79 79 _ S. TABLEWIDTH AND HEIGHT DIMENSION ARE FOR 2' `2-'.2 2:'2i 2 3`+ 2 2 12: 2' 2:'2 2 r2J 2� 2 R',; 2 2 $2 2 r'i'FLANGEO WINDOWS INTEGRALFINDIMENSION$AR E 2 2 3` r3 3 '4 9 7 4 4 '`3- 5 4 4 5 5 4 0 1'LESS."' .- ',.; -r Y .-i:'_,• B. DESIGN PRESSURE LIMIThTIONS: - - "79 °'J6 79 77 79 J. 79=•79 of .":" - SIZE8K AOLUE ABOVE ADJACENT TABLE WITHABOLD ' 440W RE,F J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ 2 2 2 -2 2 2 2 2 ITALICIZED THEM, INDICATE A MAXIMUM I K,L' 1 t 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 51 5 4 5 5 4 6 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS PSF 78 79 70 79 79 71 79 73 75 SHOWN IN SOLD., OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2. 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 TYPE IS AVAILABLE. K,L 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REGS. PSF 71 79 63 71 79 64 7d 66 n 69 69 TABLE 7. KEY: 53.125 D,E,F,J, 2 2 2 2 2 2 3 2_ 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 h, p5F K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5e 5 6 8 5 7 6 5 7 SEETABLE3FOR (DP LM4TED1 112 FULL DP ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE 8. •wm ABOVE 2 SASH HEIGHT MTG. RAL SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31AD6 (FULL DP) ANCHOR TYPE. O 0 0 0 0 0 ❑ 0 0 o 0 o 0 0 0 0 0 0 0 0 0 0 oB " o ry z z R o z z �? o N z z, o N z z n o" z- z PL o "' z m o n z z m, o N z z HEAD 2 WIN OW N " O N O O ry O n O O N WIDTH 8 8" g 8 °s " g 3 8" 8 $ G °� 8 3 8 JAMB ABOVE 4 19.125 1 1 1 2" 1 2 2 1 2 2 2 2 2 2 2 2 2. 2 2 2 2 2 2 2 _ MTG. RAL 9.C6ti ` 2.- 1 , 1 '2 ,1.- 2 2 2 2 'd 7- ? '' "' T I' 2 E 2. 2 3 ?., ti' 3 2 �' 2 TABLE 8. KEY: PRODUCT KEVISW '.,. ; 32.000 2 1 2 2 2' 2 3' ' 2 2 3 2 3 3 2 3 -3, ?+2 ` 3 4 2 3 4 2 3' - �r�'Nrwe mu tlmde' 79 MAX. PSF Bieins coax 37.000 t.<cPwma Nul-p63D.Dg 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 (DP LINKED) 112 F pl D.xe ,+�ZI 4D.DDD 74 JANB BELOW 2 Br ' 2 2 2 2 2 2 3 2 3 3 ?. 3 3 3 3 4 3 3 4 3 4 4 3 4 MTG. RAIL e4im, Da4e Prom - 44.000 68 78 2 2 2 2 2 2• 3 2 3 3 3 3 4 3 3 d 3 4 5 3 4 5 3 4 ` aoN........ N4j FULL DP •,.1CEN, F- 63+.• 48.OD0 72 78 JAMB BELOWe / P 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4" '5' 3 4 5 3 4 MTG. RNL *. No. 58705 73 58 66 72 SEE TABLE 3 FOR - 1 53.125 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 FULL DP ,AO .ATED ) Iu; IOIOTECHNOLGGY ORNE i'�s'., f'(ORIDI�,:'G\�Q '• N. veww,El. xns ANCHORAGE SPACING CUSTOM VIEW ' Iw9<ao-+cw S7 : ' CERT.0FAUiH.mv�s5 ALUM. SINGLE HUNG WINDOW, IMPACT ++o �NAL1E��VVsv` JR. O6D6/17 G NO CHANGES THIS SHEET. e,.m - stie m+aFu ... A. LVNN MIILi�H, P.E. o.. -- s SMOJ ' NTS .. 10d 11 4040-20" G 'FL P.E.N 58705 F.K. ]QB-95 JJ. 12397 �i- lid EXTERIOR IMERIORp 1 FOR CONCRETE APPLICATIONS IN M.IAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY. 13/4MIN. EDGE` x-W000ANCHOR .. ;APPROVED 1/4".ELCO ULTRACONS OR_114' SS4 CRETE-FLEX. MINIMUM DISTANCE FROM (ULFRAQON'ANCHORY "` �_•, (ALL HERO AND SILL DETAILS) (SEE NOTE 263) - --,� .'r ANCHOR TO CONCRETE EDGE`IS-1, 3/4'�OR ULTRACONSINTO CONC.,212 ED FOR : u ✓ ;1'. �? t 12.12 MIN.EbGErI-w 'CONCRETE ANCHOR ; ..r I .r, ZxWObFlBUCK c� SVLTPACONSANG:CRETEFLE%INTOCMU,ANUCRF�TEFLI=XINTOCONC,. -d(CRETEFLEX ANCHOR) rv.',t EEINQTEIA3) s SEE NOTE3) \ a LMIN-EDGE 2 FOR WOOD APPQCATIOM1S`IN MIAMI-DAD CO UNr1",USE'd12STEEL SCREWS j 1 i.; 'C 3 S `• I k'114 SS4 CAETE;FLEXFOR DETAIL$-8'8DOR0f3j-1�X212"COMMON NAILS (F,186T,Nl1CM 336, KSI' MIN r.. ,. :.•:-1•,y a� c'• 1 ••L`S-CiZZ(8tlp8NPENNY$S•ZINCCOATEDCOMMON NAILS,TVPE.I; STYLE IB FIyhJOUNTED CONCRETE �` ONLV (SEE DETAILS E, F AND G THIS SHEET). N N 1 1 3/4' MIN i' 1 3/8' 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE OPTIONAL ix �� `_ MIN. TOTAL THICKNESS IS LESS THAN I . 1x WOOD BUCKSAREBUCKS NALDEPICTED C ED AS 2N R WOODBUCK �© _� INSTALLED DIRECTLY 70 SOLID CONCRETE OTHE S STRATE FWOO IBUCKS 0 ARE (SEE NOTE 3). - 1 12' THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 1!' 114" ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITYHAVING JURISDICTION. µ,LK 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF HIM DETAIL AND A MINIMUM OF I/8' THICK FOR ATTACHMENT TO STEEL OR STEEL STUDS, DETAI DETAILS SHIM THE MATERIAL SHkL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OFAOS' THICK. THE MerAL STRUCTURAL ._ TYPICAL FLANGED HEAD ANCHORAGE SUPPORTTOTHEWNDORN FRAME SI MILAR ELAR TO THAT SHOWN IN THESEDETAOF A SIZE TO PROVIDE ILS FOR LL 2% - 1J/4'MIN EDGE U1.TRACON MO_CAh - CKS. H METAL SCREW WITH WOOD BU � THE ANCHOR SHALL BE AAY2 SHEET ME R FULL pill, ter- Lrr r•� •1 {tn (y11[•(EDG�'jC -1.- 0 j u{- Cr)1 't h E F ) �'ENGAGEMENTIN'fb-TME MEYAL;IP:THESF. CRITERIAARE7.AET. THE RESPECTIVE -DESIGN „ _„^,+i�:' r.+i 4� 1-12'idIN EDGEjULTJCRE;eFLEXICJa LMUS f:_TF 4EX �b CONG �' 7RESSUTRE4-ANO ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. i 11/4^MAX 6HIF1-�{CV- •"- " L, LYT FL'Ar HeAti ANCHRS, WHERE AUSSHALL M�ITS •-" 1 t--' "r^"�<3 'ti�4. e>...0 1 BANCHORS ARE NOT REQUIRED AI THE BILL OFELANGEDU �I - TRIMFI'7 HEADS IN. - - , MATERIALS, INCLUDING BUT S, THAT COME INTO 1/4"MA%. SHIM -''{I Vim- —� CONTACT WITH OTHER DIB T THE REQUIREMENTS OF THE CONCRETE ANCHOR I D VMIN.EDGE FLORIDA BUILDING CODE. FH BELOW MEETING -WOOD ANCHOR, L.(SEE NOTE 2) - FH BELOW MEETING •". 3. KSI MIN. CONCRETE RAIL (SEE NOTE 2) OR .5 KSI MIN. CMU INTERIOR (ALL JAMB DETAILS) 1x BUCK OP'NO WITH SOLID CONCRETE OR EXTERIOR CMU SLIEST E (SEE NOTE 3) DE C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 174' 6/8'MIN. EDGE MA% 1/4" . _ SHIM WOOD FRAME SHIM 2-12' EMBEDMENT ...I U O W000 FRAME _ _- r )ACC ^ f ' I Sl8'MIN IM E. I a3:131•DIA. MIN. sseoouci rfvls camprme Arne Bairn... _ p 1 x212'NAIL. 3a10ua Coe. 2-ID'EM EDMENT AT CORNERS FMaowe 402.I .131' DMIN. I AND 5' O.C. IA 1 I WOOD FRAME Bx x 212'NAIL, AT CORNERS _ AND S O.C. 52'MIN. EDGE. �\ ,l illllrl� .731 DIA MIN. (n1 1/4' j x212'NAIL, CORNERS j ��.'•LWENFF•��'. AT 2-117 EMBEDMENT SHIM gN05'O.C. =*;• NO'M7D5 DETAIDETAILF, (HEAD) DETAIL E DETAIL (SILL) _ -v:Ct TYPICAL INTEGRAL FIN ANCHORAGE - �• _ %- •'•. S , . - rV� A CERr.°rxum.°ane u r..................�........ .... __�.mY..__..__ .- A LYNN MILLER, P.E. l rm "us°Xfa°asa. ° sxm0 iJiS if a 11--4040.20 G FL P.E.N 58705