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Home My WebLink AboutNOASCANNED MIAM4DADE St. Lucie County MIAMI-DADECOUNTY M PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidnde.¢ov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is al pr escribeII herein, and has ee ed49-complywith the Florida Building Code, including e High Velocity Hurricane Zone. _ DESCRIPTIO • Series "SH7700A" Aluminum Single Hung Window —L.M.I. APPROVAL DOC rawin No 7700NOA 1 titled "Aluminum S' g Install (LM)" sheets 1 through 11 of 11, dated 04/01/18, prepare y manu acturer, sigRea and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Da roymal slawith the Notice of Acceptance number and a val date by the Miami-D County Product Con ctio . MISSILE IMPACT TING: Large and Sm sile Impact Resistant LABELING: Each units beaz a permanent label with them e s name or logo, city, state, model/series, and following statement: arm a e ounty Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0430.06 Expiration Date: August 23, 2023 81�(O`is Approval Date: August 23, 2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idahnis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). F^ Manuel ez Product Contr Exa finer NOA No. - 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc, for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, P.E G. OTHERS 1. None. E-2 Manuel Per E. Product Control E a ner NOA No. 18- 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGHVELOCRY HURRICANE ZONE(HVHZI. )EBRIS REGIONS. FOR OUTBOARD LITE (CAP) TEMPERED, USE ONLY GLASS TYPES 3,7.12.13 3) FOR MASONRY APPLICATIONS IN MAMI-DARE COUNTY, USE ONLY MIAVI DARE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM CW CONCRETE MASONRY UNITSAND CONCRETE WITH MIN. KSI PERANCKORTYPE. 4) ALL WOOD BUCKS LESS THAN 1-1R° THICK ARETO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED CIRECTLYTO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE MX THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OFTHE ENGINEER. (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATIONANCHORS SHOULD RESEALED. OVERALLSEAUNG&FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERSAND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)114-MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING "PLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E13M. B. POSTNE DESIGN LOADS BASED ON WATER TESTPRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PERASTM E1363. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.113Y STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE IS LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT MN OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF WE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. MANUAL PG A LI I r1W4Rl BY BUILDING OFFICIAL --{ WIDTH WIDTH F'-- ----I WIDTH �- T TE9 I9 LS9 w RECTANGULAR WITH EQUAL LTTE SASH NUS -TOP TNPROVIEW SASH RECTANGULAR WITH CUSTOM SASH SHAPESWTHALL CONFIGURATONSAREAPPROVED.SHAPES MA EUSEO BY INSC LNG THE SHAPE INA BLOCKAND OBTAWING DESI PRESSURES DANCHORAGEFORTHATBLOCKSQEFROMWE TABLES THEE OWING SHEETS 17.314° MAX. 7 314° (17-114'BUCIQ � MAX. B.SEE� O.C. SHEETS B69 � , EQUALLY 0 53-1/8-MA)(. TIP TO TIP WIDTH TAREE E I. ALLOWABLE GLASS TYPES Ell ETA SHEET II 17-3161 •MAX. O.C. TIP 12-1116°MA)(. OD. TO TIP HEIG 13-5116' M9X. O.G. S. MAX. O.C. GI a Hptlon dfmm Eabdorb lnmHor) CP T.bli3O 1 1lTAN, .090" PVB, 1/8- AN 2 3 1116" LIG: CE, 1/B' AN, .OM PVB, VW AN 1311E LIG: 1W TP CAP, AIRSPACE, 1/8° AN, A99' PVB, 118" AN 2 3 4 IlW HS, .09Y PVB, 11W HS 4 5 VW AN,.090' PVB, XIV AN 4 6 111E UG: 1IE AN GIP, AIRSPACE. UB' AN, .09E PVB, 1/6° AN 4 7 IN16'UG.116'TP GIP, AIRSPACE, N&' AN,.09E PVB, UT AN 4 8 116' AN, .090" SG, 116" AN 5 9 116' HS, .090' SG, VlV' HS 5 10 MW LIG: 1/8" AN CAP, AIRSPACE, 118' HS..09E SG, 1/8' HB 5 11 1116" LIG: 1/8' AN CAP, AIRSPACE, 11E AN —OW' SG, 116" AN 5 12 IYlV LIG:1/8'TIE CAP. AIRSPACE, 1/8' HS,.09E SG, IWHS 5 13 1VIV LIG:IM'TP GIP, AIRSPACE, 116' AN,.OSE SG, NIT AN 5 14 lYITUG:Wl6'ANCAP,AIRSPACE, IIE4S,.0ESG.1/EHS 5 15 1311E LIG: U16-W CAP. AIRSPACE, llV HS, .09E SG, lIV HS 5 CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASW E130009 •ANSVAF&PANDS-2G15 FORWOODCONSTRUCTION -ALUMINUM DESIGN MANUAL, ADW2015 •AISI S1OD12 •AISC390.10 DESIGNPRESSURERATING IMPACTRATING VAAIESPERGLASSTYPE, SEE SHEETS 2-5 LARGE &SMALL MISSILE IMPACT RESISTANT 52-118" MAX. BUCK WOW --A { SMA%. 0.0 r 4111IVMAX. MAX.Or 4 BUCK HEIGHT 4-11I16'MAX. ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL-LITE CONFIGURATION USER INSTRUCTIONS 1) DETERMINETHE SITE SPECIRC, W NDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2.5. T MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENTFORWE WINDOW OPENING DUNNED IN STEP 1. 3) DETERMINE THE ANCHOR GUANTRY FROM TABLES 6 & T. 4) INSTALLAS PER SHEET 7 FOR FLANGE INSTALLATION, SHEETS FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN INSTALLATION. NOTED ;SIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEGMOX). SG-KURARAY SENTRYGIAS* INTERIAYER BY KURARAY AMERICA, INC. PVB - KURARAY TROSIFOL® PVB INTERIAYER BY KURARAY AMERICA. INC. AN=ANNEALED HS-HEAT-STRENGTHENED TP=TEMPERED GENERAL NOTES .. ... ...... ....... ................ ......... ...... 1 ELEVATIONS....... ... ............ ..... .... .................. ........ 1 DESIGN PRESSURES / GLAZING DETAILS........ 24 ANCHOR QUAMITIES..............._-....................... 5-6 INSTALLATION. FLANGE---.--- 7 INSTALLATION. 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V) 480-1 FL 34278 ` �......, .y c ` 3 q 2 _ z :.Op m mlr COPTRIGM 03018 PGTINOUS1FiE5,ING mil CERT.OFAUTH. 829298 ALL RIGHTS RESERVED °y mF .vm m:2 & ALUMINUM SINGLE HUNG INSTALL. (LM) 8 04/01/18 s P DP TABLE 3�JENS ROSOWSKI 4.OP ��11111111" SH7700A 30F 11 c§ 7700NOA-1 x TABLE 4' Design Pressures (lbsi tz) for Glass Types 4-7 azn 6E Psi9es3.1.tte elylI lln).'T' TWidh a +e50 E0.0 41na aes. .0 PNA6W 1.-a'650 R00 eLi IE�.Ite 12993 gl3ia +DSO -000 Hna 52 +650 400 PNdex 1. 651 +65.0 J () 38.YB' Sim 15..3 lose440.1 Size 15. 130 +B5.0 A00 ed 14.130 +65.0 -0)D Nita 32See +05.0 900 Omelim Size 20.131-Mean +6&0 200 Slari Pemw I.S.-R1. +&5.0 ... 45- CAAAe Size 16. 131. laSS3 +&5.0 4K0 Cusecm Size 15. 131-16.IN 'Ese -Ne Cuslmm She 14.131-15.130 -NLS -We 61Mn1 12464. 14, 130 +65.0 .0 EpuaHtle 24eal +Sea .900 aemm Sze mlie 24.3+BSo Seemed Pei MIN -MIN +55.0 800 49' D tam Ste 18131.20I93 +65.o K00 D610m Size 1e 131-Iii +550 800 Ces10m Size 1 14,131-I&IM +050 -N0 F S.t iZeK I4I30 +65.0 Ka. EOuaHile 25.m .65.0 .0. Getem She 24AM 25n6 +050 -Boo e Seemed P1eme z0.944-24IN +850 ASe Gstmn Sire ..IS' Nei +050 80.0 F SONS Cu510M S1za 10.131-20IN 1630 -N0 Cmi 3'¢e 16.131.lalm +S&o 4a0 CUUem fife 14191.161A fi5 ..0 -60.0 Shomeet 12.484-14IN .6£0 A0.0 zine a 31W4 +eI. .Boa Cislmm Ste 20.131-31.963 +fiSO 4as Stamm! Pew" 2S.U4-MIN .&So d00 Cuslcm She 24.131-25.M3 +DSO R0.0 Be Cistern See YLI31-24AIA +6i0 -00.0 C... She AI31-MIN +&50 .00.0 Germ She 1&131-201So 4650 -80.0 Cutlers Sea 16.131-10.1]0 +650 -me Shdast 13.I94'-1&IM +6iA -Sas EyWHl19 31464 ease -Ball Cii. Sea WISH -30.483 +050 - ,. euetam she 31.131-3&130 a65D 4 0 I.- anemia Peel. A.Bda-UUD .850 490 O Wm Size 25131.WSea .+65.0 90.0 Cmi Sim 2&131-MIN e8i 485.0 SFaleet 26.Lee'-28130 K5.0 4O3.0 EquaFtite 42489 +650 4b0 w C,,.M Ste "'131..463 *tz, Jb0 SgMaM P. 34.IB4'-miles .65.0 41DD ExiEPgR � GLASS STACK gCK T/10'NOM. GIASSSTACK 1&16' NOM. GLASS STACK 13/t6-NOM. GLASS STACK we AN GLASS Devi . Pressure fo101...Type. Bottom&eh es=Dasc4pum iz. Swe Real Ranae InlN To h Ni 24• eyuaune 124ea -1 0o 31- Egw:Jlle slaMard Peemi 15.094 1?dd4-15W9 -110.0 4 as Sh.I.t 1?4K-12.so N100 Equ�Nile SIVWxE P. IB.852 15ole-196J1 -0f0.0 .110.0 N-ele' CuIil=Size 15.131-15.W3 -1100 Cusew Size 14131-15.130 -110.0shmo1 12484. 14.IN -110.0 EOWNIIe Mai Me -111. Smem ales 30131-22.933 +800 -110.0 BIYNBN PIOJM' 103a4-M. 130 +mA -110.0 45' Casten Sim 1B.131-1B.03 +6010 -1100 dslan Slze 15.131-18.1ID +800 -it0.0 ..,.Be. t4.131-15. 130 +60.0 -110,0 a.. 1211114, 130 +Wa 4100 EOusHire 24.91 +600 9100 Cie. Size R131-X.3 - -110.0 SIaMbC Pre. A.t96 II.1]0 +800 -1100 49' Custm Size 18.131-0 1 i3 +80.D -1100 CUNnm Size 16131-Is13. +W 0 110.D CLetm sea 14131-101. +60.0 .110. Seei 124m-14,130 +60.0 -1100 q Bezel to 25m .Sao -11o.. CuaWm sta za1]I -25.ne .BD.D -110.0 F 8 siaMatl Pmuav xo.M4-24am w0.0 -110.0 Cuslmi ate A.131-.SU woD _,,-Be F 5061A• Custm Siza t&191 -MI]]0 +800 -1100 cuawm Sea tflnt-,a a 4e00 -1m0 CuNzi Bile I 14131-1B.1m a-0.0 -1100 Sweet I lzr 8-14.130 +80.0 -110.0 EOuaHOe 31. ese 160.0 -110.0 Ciei Ste 23.131-31 +80.0 -110o CtartlaN Fire- 3S764.28At o +500 -110.0 Custom size X.131-211e3 +80.0 -I10.0 I CueeIm size M131-24.130 +00.0 -110.0 custom Size 20131-MIN +sea nm.0 euemm size 10.131-A.130 M0.0 Custom sue 18.131-18.130 +000 -1100 S.ez 13.1 M."SAN +Nn Ilan E' ill9 38.484 -80.0 -110..0 Cumen Size 3&131.39.453 No .110..0 )6 Czri She S1arvaNP. 96131.3&130 30.934.34.130 .e0.. .800 Alan Also Cjmm Sim 30131.30093 +80.0 410.0 Cuatm See 28131-NIN +NS 410.0 sFotest 5.194•-MIN +800 -Wore Equa4lit' 42.481 +80.0 410.1 B4' CKlpll&he 3&I3t-42403 .800 salon PmAew uno4+38oes .6D.D i-' 090'SG SL6'AN GLASS 30 3/I ,GLASS 1 NON. ia1 BB G ASS a_)4 GLASS TYPES 1 U16-N V. GLASS ACK l�T .men. SG .090'BG 3/16'HS GLASS 30 L16'H GLASS Z6 12'NOM. ElliESDB GLASS BNE a T4 M GL155 TYPE9 GLASS NON, GLASS STACK V ]aT3, GLASS IYPE 10 IA6STACK GLASS 09V SG AIRSPACE gIRSF 8"TP GLASS 1/B-HS GLASS 1A"TP GIP 31 14 C Elan Ia. NOM. �08 GLASS BITE S.A. Y an ®OP 5 ®O6Ei5 GLASS TYPE 12 `I I� 13I16'NOM . T - GIA65 OM CK 09Y SG gIRSPACE AIRS '.V AN GLASS LAM HS GLASS &i6"TP GU ;5- GLASS TYPE 14 'MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 4B.391 MINIMUM SASH HEGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO UP HEIGHT - 49.506 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -4B 606 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I- FROM THE TIPTOTIP DIMENSION IN THETABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOTSHOWN, ROUND UP TO THE NEXTAVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF.65 PST. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. a GLASS TYPE I J _-1Y26-NOM. GUSSSTACK 1311V NOM. GLASS STACK AN=ANNEALED - TP=TEMPERED HS= HEAT STRENGTHENED W U re U CC _ 0 0 ,aB 0 0 n o oleo O Q OO a ` y O re Z J J O n Z O Z x w _ d 49 r 506 0- u 'oN 9M0 V (7 LL p ® W Z wlus G1 o � w o Z m 2 U ¢ O So s'0'AY LYNA/41 ��.,, Ti .T � No. 58706 t= --0 qC %0 5 ATEi OF F20RIDP,. \�� Y,eNAI A. LYNN MILLER, PE. P EM56T05 TABLE 6' Anchor Quantities Required for •ThrouBh4rri me" Installation usina Glass Tort s ld To to no vuaa Iw 2r W 37 4r es• ar &'Nm' Jame E k Q E E 1 111YYY a� "'GGG m m t.2 Jame y 2 at b L 2 m Jamb E E "' $¢ a t = .lamb 2 a L d< Jame at E Jame m Z as 6 re .lame 1 se 2 see 6 p E Y d s Balmm Sash Deamµien a Gown Rants sam xeNm Rerea (In) 21 EmW-0le V... 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 R 2 1 2 2 1 2 2 EmdJda Ism 1 2 1 I 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 31' Someone Pmiar 12Nd-ISM 2 2 1 2 R 1 R 2 1 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 a., tress-12.993 2 2 1 2 2 1 3 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 x 2 Emaus. 19M 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 z 2 2 2 2 2 2 z 2 SOMSN Pmioa 15.BN-1B651 2 x 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 R 35 r U.I. Sao Mist -lasso 2 2 1 2 2 1 2 z 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Cuslw Sias P.O1. 15.IN 2 2 1 2 2 1 2 2 1 2 2 22 2 2 2 2 2 2 2 2 2 R 3 S.. 12K4. 14.IN 2 2 1 2 2 1 2 2 t 2 2 2 2 2 2 2 2 2 2 2 R 2 2 2 EpINJea 22.965 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Sae A131-.. 2 2 1 2 2 1 2 2 1 2 2 2 z 2 2 2 2 2 2 2 2 2 2 2 SIesaw Pw. 1&594-NAN 2 2 1 2 x 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 dS Cue1pn Size 19.1a1.1a a. 2 3 1 2 2 1 2 z 1 2 2 2 z 2 2 2 2 x 2 2 z 2 2 2 CuslPn$lip 15131. VEIN 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Cusesn alie 14. 1111. Is. IN 2 2 1 2 2 1 3 2 1 2 2 z 2 2 2 2 2 z 2 2 2 2 z 2 S 12da-14.130 a 2 1] 2 2 3 2 2 3 2 2 3 2 2 3 2 2 EquaN to za son x t 2 z t z 2 t z 2 z z 2 2 2 z z 2 z z 2 x z 22131-24.983 z 1 z z z 1 2 2 2 2 2 2 2 2 z z 2 2 z 2 2 taMm rPm 2&1"-MIN 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2121 3 2 dY SPuen Sue 1G 131-20.1 a3 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 R 2 Males a. 1&131-ISAN 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 Custom Siva 14.1]1. IGAW 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 R 2 F $hest 12434-14.1N 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2] 2 2 3 2 2 so EquaHilp 2Sm 212 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custan a.. 24.1at-25.RT6 2 2 1 z 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 P SimwN Proves 20EM-24.1N 2 2 t 2 2 1 2 2 1 2 2 2 2 2 z 2 2 2 2 2 2 2 2 2 F 30.L8' Culan Site 20.131-20N3 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 CWIUT SIie IB.131. NAN 3 2 1 3 2 1] 2 1 3 2 2] 2 2 3 2 2 3 2 22 2 2 GTen$ae I&AM-1&IN 3 2 1 3 2 1 3 2 1 3 2 2] 2 2 3 2 2 3 2 2 3 2 2 Custom Site 14.Ial-18.1N 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 SlMeat 12.48d-14.IN 3 2 1 3 2 1 3 2 1] 2 2 3 2 2 3 2 2 3 2 2 3 2 2 EquaHilo 31.'A4 R 3 1 23 1 R J 1 2 9 2 2 3 R 2 3 2 2 3 2 2 3 2 Custom SIie 28A31 �31.053 3 3 1 3 3 1 9 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 StaWeN POVcs 25.A4-2a130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 Cua'am Sue 24.131 -25]93 3 3 1 J 3 1 3 2 1 3 2 2] 2 2 3 2 2 3 2 2 3 2 2 as- Custom Elie 22131-N.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 23 2 2 Cmbm$ue 20.131-MAN 3 2 1 3 2 1 3 2 1 3 2 2 3 R 2 3 R 2 9 2 2 3 2 2 Cuts. sea 10.131-20.IN 3 2 1 3 2 1 ] 2 1 3 2 2] 2 3 3 2 23 2 2 3 2 2 Cmten sue I&A31-10.130 3 2 1 3 2 1 3 2 1 J 2 2 3 2 3 3 2 2 3 2 2 3 2 2 SroM1esl 13.tW-151N 4 z 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 EquaHde a3.484 ] 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 CWlpmSo. 35.131-33.453 ] 3 1]] 1 3 3 1] 3 2] 3 2 3 3 2 33 23 3 2 Cmlen Sue 34.131-N.I3o 3 3 1 3 3 1] 3 1 3 3 2 J J 2 3 3 2 3 3 2 3 3 2 IS' Slatlad ProNes Nauss -%.IN 3 3 1 3 J 1 3 3 1 3 3 2 3 J 23 3 2 3 3 2 3 3 2 Cost. Sue N.131-N.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2] 3 2 3 3 2 J J 2 Wsoon Sue 28.131-N.130 ] 3 1 3 3 1 3 3 1 3 3 2 3] 2 3 3 2] 3 2 J J 2 $Imlesl MAN-28.130 4 2 1 4 3 1 d 2 1 d 2 2 4 2 2 4 3 2 4 2 2 d] 2 EqueHlle 42.YM 3 4 1 3 4 1 3 4 1 J 4 2 3 4 R] 4 2 J 4 R J 4 2 8d' Cuslon 51iB as. 131.42453 3 4 1 3 4 1 9 4 1 9 4 2 3 4 2 3 4 2 3 4 2 3 4 2 Sleneae P,aJsw SL19d•-39.130 4 3 1 4 3 1 d 3 1 d 3 2 43 R 4 3 2 4 3 R 4 3 2 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINOOW5IS: TIP TO TIP HEIGHT -49806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.8% C ABLE am Type DescripI n(Listed from Estimator to Interior) 1 11B'AN, .U9p" P B, Vr AN AN CAP, AIRSPACE, Ur AN, .090' PVB, VIS AN 3 1YI V LX3: 118- TP CAP, AIRSPACE, 118' AN, .09D' PVB, 1/B• AN 4 VW HS,.090" PVB, 11W HS 5 NIF AN, 090"PVB, WIG AN 6 13116• LID: WI6" AN CAP, AIRSPACE, IMP AN, .PJB' PVB, IM AN T 131IG UG:W16"TP CAP, AIRSPACE, 11F AN, .090' PVB, 11W AN 1) TIP TO TIP DIMENSIONS SHOWN, FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I -FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO MAXIMUM POSITIVE DESIGN PRESSURE OF.65 PSF. NEGATIVE DESIGN PRESSURES ME UNAFFECTED. O us O a1W (7N z C w 0 O S Z Z O —1 � J F ZLLtoo � ' n xw sp U U o o d 4B u n FZ O ri'a J 'oN M0 W P Q OAR u oZm N V Z W SO LL J _ F N ou m at J W Z Z l aays Q Q Q m J Q O Z_ Z at O J Q Z Q N atsl vsa0 smn5 NY LYNA, WA Q: D c 0 ID �'2 3 ONALlEN3 A LYNN MILLER, P.E. P.Be 5570 TABLE 2: Anchor Quantities Required for "ThrOughFmms" InsW ago. Leine Glass T e58.15 TP. To Wwih 10' 27 ]]' 3T' 41- 45" 4V 53-118" Jamb Z m Jame s m ^ S i Jame p m Jamb 13 E gg i Jame I F £ Jamb m S E ¢ mw Janb M m L E 8 r$ a d Jame K¢ �. : $ B ¢ m" B.I. sewn e. �n onRar saahliziant Res,(h) 24' Evuauna 12464 1 z 1+ z 1 1 2 1 1 2 2+ 2 2+ 2 z+ 2 2 1 2 2 EquaNda 15.9% 1 3 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 31' SleMard Pmdaw 12.994-15953 2 2 1 2 Y 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 J 2 2 2 shooed 12464-12,993 3 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 EquaNlle is 652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 518MaM PMiew 15814-19651 2 2 1 2 2 1 2 1 1 2 2 2 2 R 2 2 2 2 2 2 2 2 2 2 U. w cooce Sao 151J1-15.9i3 2 2 1 2 2 1 2 2+ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom S'¢e 14.131-1s.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 z 2 2 2 2 2 2 2 z 2 SMMst 12464. 14A30 2 2 1 2 2+ 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 z 2 Equaliita 22.9W 2 2 1 2 2 1 2 2+ 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 CKt0m Sao 20.131-Meal 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 SIBMard Pm9ew ISE04-20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 4S Cualom Sue 18. 131. 18,593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 9 Cusiem So. 15,131. I&IN 3 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Custom See 14. 131-15.130 2 2 I 2 2 1 2 2+ 2 2 2 2 2 2 2. 2 2 2 2 2 2 2 3 s.raA 124W-14.ISO 3 2 1 3 2 1 3 2 1 3 2 2] 2 2 3 2 2 3 2 2 3 2 3 Equal-Ilte 24904 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 cunt. a. 22131-24.. 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Slu,tlaid Pmiew 20. 194 - 22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 49' CmXwo Sue 18.131-20193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 Cmtwn Sure 16.131-19.1. ] 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 Custom Size 14. 731-lolSe 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 J E sMneel 12434-14.130 3 2 1 3 2 1 3 2 1 J 2 2 3 2 2 3 2 2 3 2 3 3 2 3 g Equa4ile 25277 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 i CVaton sire 1-25n5 2 2 1 2 2 1 2 2+ 2 2 2 2 z 2 2 3 2 2 3 2 2 3 2 Stances Prggm. 24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 o Cuslwn Sao 1-20.643 2 2 1 2 2 1 2 2 1 2 2 2 2 z 2 2 2 2 2 2 2 2 3 3 56YB- Custon Size 1.20.130 3 2+ 3 2 1 3 2 1 3 2 2 3 3 2 3 2 2 3 2 2 3 3 3 Cualan size 1-1B+30 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Custom So. 1-16.130 3 2 1 a 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 SMnnt -14.130 V257W-28AW 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2.3 2 3 3 2 3 EgreIJRe1 W-0 3 9 1 2 3 1 2 3 I 1 3 2 2 3 2 2 3 2 2 3 2 2 4 3 Ouelcm So. 1-31.%3 3 3 1 3 3 1 3 3 1 ] 3 2 3] 2 3 J 2 3 3 3 3 4 3 Standard Pmiev4.28.130 3 2 1 J 2 1] 2 I 3 2 2 3 3 2 3 3 R 3 3] 3 3 3 Cusidn 5¢e 1 .25593 3 2 1 3 2 1 3 2 1 3 2 2 9 3 2 3 3 2 3 3 3 3 3 3 e3' Cuslan See 1-24.13e 3 2 1 J 2 1 3 2 1 J 2 2 3 2 2 3 3 2 3 3 3 3 3 3 Cualwn 5¢e L 22130 3 3 1 3 2 1 3 2 1 3 2 2 9 2 2 3 2 2 3 33 3 J 3 Cost=Spa 18.131-20.+30 3 2 1 3 2 1 3 2 4 3 2 2 3 2 2 3 2 2 3 2 3 4 3 3 Cuslon See +8, 131-I&lsc 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 2 3 4 2 3 Shouesl 13.W—C-16AW 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 Equa4d. 38.484 3 3 1 3 3 1 3 3 1 J 3 2 $ 3 2 3 4 2 3 4 3 3 4 3 Curl. Sies 3&+31-So 463 3 3 I 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 Cuslan Sere 34.131-36.130 J 3 1 3 3 I 3] 1] 3 2 3 3 2 3 4 2 3 4 3 3 4 3 76" Slandool Pmdeu 30994. 30130 ] 3 I J 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 9 4 g 3 Cuatwn Size 30lol.. 993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 4 3 3 4 4 3 Cuttom Sao 28131-3 ASS 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 3] 4 4 3 Shodesl 5194'-20130 4 2 1 4 2 1 4 2 1 4 2 2 4 3 2 4 3 1 4 3 3 4 3 3 EqueLlXe 42484 3 4 1 3 4 1 3 4 1 3 4 2] 1 2 3 4 2 3 4 3 3 5 3 1. CUB!=Sae 3&131-42g83 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 J 4 2 4 4 3 4 5 3 SlaMaC Pm ew 34A94'-39.+30 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 4 2 4 d 3 4 6 3 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49.006 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EOUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 TANI F TP' Glass Type Description (Listed from Exterior to lnlarlor) 9 3116' AN, .090'SG, 3116' AN 9 VVT'HS,.0W'SG, 3116' HS 10 13116' LIG: 115" AN CAP, AIRSPACE, US' HS, ,M' SG, Vfi" HS 11 13116" LIG: UP AN CAP, AIRSPACE, 3118" AN, ON'SO, 3116" AN 12 13116' LIG: US' TIP CAP, AIRSPACE, lt8" HS, D9U' SG, 118' HS 13 13116' LIG: 11B" TP CAP, AIRSPACE, 3116" AN, .OW' SG, 3116" AN 14 13116' LIG: 3111 AN CAP, AIRSPACE, 118" HS,.090"SG, 110" HS 15 1311&' LIG: 3116" TP CAP. AIRSPACE, 1l0" HS, .090" SG, 1M' HE 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL RN AND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN, 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO AMA UMUM POSRIVE DESIGN PRESSURE OF 465 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. m 4 W m 0 O N U' N i a)op K a O a W m O QJ O i¢ co Z f00 e NEW - x ui a f2 d 3a co 1` U U o o FSo 2 So x J e "oN W n o O Z o So Z Z W m J x F O m m ® ry W g r IaaVS Z Z Q N CY ¢ Of Q Z Z Ofo O KO W � Q J Z Z x N Q +II!( Q 'asap saua5 INSTALLATION OPTION 1 EDGE ANCHOFRME; T02XWOOO FRAME INTO2X W000 FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. TIP TO TIP HEIGHT NO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS DISTANCE PER SUBSTRATE, SEE TABLE 0. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRFTEICMU. EMBEDMENT 114"MA%SMIM INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2. THIS SHEET. 1I4'MAXSHIM SASH VISIBLE 1T -. " LIGHT WIDTH TIP TO TIP WIDTH '- HORIZONTAL SECTION A -A 114- MAX. SHIM OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES. TABLE 8, Anchor Substrate Mn. Edge Mn. Embedment Oislance P.T. Southern Pine 1313=0.55 9/16" 1-3/8" #12 Steel, ununum, 6063-T5 Rin. 3/8 .063" 18-8 or SS crew A36 Steal 3/8" 0.063 Steel Stud, Gr. 33 rain. W8" 0.045" 18 Ge Concrete (min. 3.35 ksi) 1" 1-314' 114" SS CreteFle ngroutetl CMU, (ASTM C-90) 2-1/2' 1-1/4" ern Pine(SG0.55) V Concrete (mn. . " 1/4''Steel Macon Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine (SG=0.55) 1" 7-3/8" ` - AI MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN JAMBS, PAWHEXIFLAT HEADTYPE IS VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. EMBEDMENT -ECGE DISTANCE TYRANCHORTYPE, EMSEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL: SEE SHEET 9 FOR STANDARD SILL) WIDTH @ SASH 8 FIXED LITE: TIP TO TIP WIDTH - 5.12" HEIGHT(EDUAL-LITE) TIP TO TIP HEIGK12 - 3 ]3' HEIGHT(PROVIEW9 @FIXED LITE: TIP TO TIP HEIGI-TR. 379' @SASH: TIP TO TIP HEIGHTQ-11.93" HEIGHT(CUSTOM SASH) @FIXED LITE: TIP TO TIP HEIGHT - SASH HEIGHT-3.55" @SASH: SASH HEIGHT -400" NOTESr 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE B. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-1Q"THICK ME TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBIUTY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIOTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. m Yy�/J 7 K o o m slop K 0 N i Q O O a - 0JO 00 ZLL mE ' 1 W e V V RB r UUa o o r z � _j wn 'aN � pmp P Z C) Z LL � S O ® LU Z y F� Z LT»vs W m N < � K o o 7 z w o � CD Z � r U < 5 Q LL e�llasap sar,>5 INSTALLATION DETAILS FOR EQUAL -LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX OPTION) EDGE DISTANCE DIRECTLY INTO CONCRETECMU. BUCKSTRIP INTO CONCRETEICMU. r —�--- ------r--7 SEE NOTE 2, THIS SHEET. ANCHORED THROUGH _ EMBEDMENT EMBEDMENT FRAME INTO V MOD SEE 2BUCKSTRIP. 1I6"MAX SHIM SASH NSIKE 114 MAX SHIM H�E SEE NOTE 3, THIS SHEET. EMBE0. EDGE MENT L EDGE r LIGHT WDTH ApryFtbdaumptyly141pb DISTANCE CwN DISTANCE r _• I Oak 'mow =ReZ.�10. ................ 1 FIXED VISIBLE LIGHT HEIGHT I BUCK HEIGHT 63T t SASH VISIBLE LIGHT HEIGHT L EXTERIOR a 15 1-WEEP 42 SEE TABLE NOTE B,FOR T HEAD TYPE TYP.ANCHORTYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLES. DISTANCE PER SUBSTRATE, GEE TABLES. \\ a 13 U SWEEP LATCH E IC I H MIDSPAN 2 BOTTOOTTO/MLOOKS OP IONALHI-RISE SILL SHOWN. SEE SHEET IO FOR STANDARDSILL NOANCHORS , REQUIRED IN FIANGE OR EOUAL{EG ' FRAME SILLS VERTICAL SECTION B-B Ir IGHT I IBL L BBCKWIDTN EXTERIOR HORIZONTAL SECTION A -A V ��I�II//+7— ll�d\MAX. SHIM DADE APPROVED MULLION. FBC PROPERTIES. TABLES INSTALLATION EQUAL OPTION LEGSOX ANCHOREDTHROUGH FRAME FRAME INTO METAL SHOWN Anchor Substrate Min, Edge Min. Embedment Distance P.T. Southern Pine (8(3=0.55) 9116" 1-3/9, Al2 Steel' AWninum 6063-T5 ndn. 30 0.063" 18.8 or 410 SS Screw A36 Steel Nil' 0.063" Steel Stud, Gr. 33 Mr. 318. 0.045" 18 Ga Concrete (min. 3.35 Fsi) 1° 1-314" 1/4" 410 SS Ungrouled CMU, (ASTM C-90) 2-12" 1-114" CreteFlex P.T. Southern Pine SG-0.55) 1" 1-3/6" Concrete min. 2.85 Fun) 1" 1-3/8" 1/4" Steel Ullracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114, P.T. Southern Pine SG=0.55) 1- 1-3/8" A)MIN. OF 3THREADS BEYOND THE METALSUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANMEXMATHEAD TYPE IS ALLOWABLE FORANCHORS IN THE HEAD, C)'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTEDCMU APPUCATIONS. SUBSTRATE,SEE TABLE S. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET S FOR STANDARD SILL) WIDTH ® SASH & FLXED LITE: BUCK WIDTH-Cir HEIGHT(EOUAL-LITE) BUCK HEIGHTQ-3.23- HEIGHT(PROVIEW) ®FIXED LITE: BUCK HEIGHT2 . 6.20" ®SASH: BUCK HEIGHTQ-11.d3" HEIGHT (CUSTOM BASH) @FIXED LITE: BUCK HEIGHT -SASH HEIGHT -2.55' @SASH: SASH HEIGHT -a 60" NOTES: 1) USE ONLY SUBSTRATE- APPROPRIATE ANCHORS LISTED ON TABLE S. FOLLOW EMBEOMENT AND EDGE DISTANCE UNITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON MY SIDE OF THEWANDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-IR THICK ME TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPnONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE HOOD BUCKS DEPICTED AS V ARE 1-lQ' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE UGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING, J W o N Zi •=a K - ON y O 0 O D oo iy _ W o Z W W 'o n ¢ J r a F W � FL Q Q ory ou0 n>o N �Zm � Z Z D 0 LL O $ W H ® m W U Z W FN W 5 O 7 Z J w j t O O w Q W 27 27 I FIXED VISIBLE LIGHT HEIGHT J 14 4a BUCK HEIGHT SASH VISIBLE LIGHT HEIGHT EXTERK3R NOTCH AT - EACH ENO TYP.ANCHORTYPE, 3EOMENT AND EDGE EMBEDMENT EDGE 1 DISTANCE _J_ EDGE DISTANCE IM-,A, EMBEDMENT 'HIM I —TYP.ANCHORTYPE, EMBEDMENTANDEDGE 1� USEEITHER 1 SWEEP LATCH@ MIDSPAN OR 2 BOTTOM LOCKS STANDAROSILL SHONM.SEE 33 pgEVIOUS SHEET B FOR OPTIONAL HI -RISE SILL. 1/4'MAX TABLES EDGE EMBEDMENT F-- VERTICAL SECTION D-D 114-MAX SHIM 19'MAX. SHIM 114' MAX SHIM SASH VISIBLE 1 LIGHTWIDTH FI EDVISIBI-E LIGHTWIOTH BUCKWIOTH HORIZONTAL SECTION C-C DADE APPROVED MULLION, FBC — COMPLIANT ALUMINUMSTEEL FRAMING OR STEEL STUD. MAY BE VERDCAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLE9. 010 OR 012 STEEL SELF-DRIWNG �SMS IDS), SEE TABLE 9. INSTALLATION OPTION 7 ANCHORED THROUGH INTEGRAL FIN INTO METAL Anchor Substrate Min. Edge Distance Min. Embedment 2-1/2' X.113" BOX Nail P.T. Southern Pine (SG=0.55) 5118" 2.438 2-1/2'X.131"Common Nail P.T. Sauthem Pine(SG=0.55) 3/8" 2AW 2-11T X .145' Roving Nail P.T. Southern Pine (SG=0.55) 318" 2.438 2A17 z ,145' Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 P.T. Southern Pine (SG=0.55) 112" 1,375 #10 Steel Tmsshead Screw or k12 Steel, ar410 SS crew Sc e 0 124' Aluminum, 6063-T5 min. SHB' 0.125 0.050'A35 Steel 5118" 0.05 0.045 (18 Ga) Steel Stud, Gr. 33 min. 5116' 0.045 A) MIN. OF 3 THREADS BEYOND THE METAL SUa51RATE. EDGE DISTANCE EMBEDMENTAND SHEETS 70R 8 FOR HLRISE SILL) WIDTH SASH & FIXED LITE: BUCK WIDTH -4.iT HEIGHT(EQUAL-UTE) BUCK HEIGWQ-323' HEIGHT(PROVIEIM @FIXED LITE: BUCK HEIGHT12 •4.YB" ®SASH: BUCK HEIGHTc?-11.43- HEIGHT (CUSTOM SASH) ♦$FIXED LITE: BUCK HEIGHT -SASH HEIGHT -2.55- ®SASH: SASH HEIGHT -4B0" NOTES 1) USE ONLY SUBSTRATIGAPPROPRIATE ANCHORS LISTED ON TABLE 9. FOLLOW EMBEDMENT MD EDGE DISTANCE OMITS INSTALLATION OPTION SHOWN MAY BE UE ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 07 p a x 1 v p � g 4 j m � � • u Imn mg vM 1 4 V N u —I c 1 v y R ` F 1 c/ M. m 8 a h� a a z � lo'-Ni B = cc 55 0 0 c F oml �c y y -N 1- O 3 1� W-F O f— U m 1 A y O n m Z 5 O ] �' O ;-1 NyO 0O N T3 Nm N 00 O a� F` �o �pOI p � j yC 41 YY J ~ E y 1 1 m S 7- m N p m P 6] m T p �1 O m m \\\\lllll111 // F<rs:an: 1070 TECHNOLOGY DRIVE �av .-....... ..g,L N. VENICE, FL 34275K'•Tye% (941)480-1600 a O :Oi y z corrPmn usrRies. INC. qLL ib y ryC; ]n tp q r = CERT.OFAUTH.629496 LMGHNGNi5 SRES PE5EPVE0 c RA'r yO~ & ALUMINUM SINGLE HUNG INSTALL. (LM) $ 04/01118 o EXTRUSIONS 3m JENS ROSOWSKI P //�RIu P SH7700A 10OF11 z° 7700NOA-1 TABLE II: s1 ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAMETYPES SIMILAR). 4 51 4D HEAD INTERIOR q 41 JAMB q 14 INTERIOR CT JAMB FIXED MEETING RAIL SASH BOTTOM RAIL 4 SASH SIDE 16 JAMB RAIL 7 3] NTERIOR 39 SILL TABLE 10; MATERIAL PROPERTIES USED 51 FORANCHORAGECALCULATIONS: INTERIOR 51 NOTES: 1)ALL CORNERSTO USE GASKETANO/OR SEALANT. 2) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. lmgm PST Parltl l7escdptlpn MataHal 1 842001 Head. Flange um. 8063T6 2 61A017 Head, Integral Fin Alum. fi05176 3 824028 Head, Equal -leg Alum. BD53-78 4 624004 Jamb, Flange Alum. fi051T6 4A Jamb, Flange (Used For Allemale Radius Top Head) Alum. 6063T52 5 624020 Jamb, Ime9rW Fin Alum. 6061T8 5A Jamb, Nrte91a1 Fin (Used For Allemale Radius Top Head) At.. 6053T52 8 67A031 Jamb, Equa41¢g Alum. 6063T6 B4 Jamb, Equal -leg (Used For Alternate Radius Top Head) Alum. 6051T52 7 62A002 Sili, Flange Alum. 6081T6 6 624018 Sill, Integral Fin Alum. 606118 9 624029 Sill, EquaNeB Alum. 6061T8 10 62400.1 Sill. Hi4tise, Flange Alum. 8063-TB 11 624019 Sie, HI -Rise, integral Fin Alum. 6061T6 12 67A030 Sill, M-Rise, Equal -leg Alum. 606176 13 s2A00fi Sash Top Rail Alum. 6005A-T67 14 624005 Fixed Meeting Rail Alum. 8005A-T81 i6 824012 Sash Bottom Rail -Hi-Rise Atum. 6081T8 16 624088 Sash Bottom Rail Alum. 6061T6 17 824007 Sash Side Rail Alum. 808&T6 16 824051 Heatl Anchor Corer Alum. 6063-T6 19 624015 Sash Stop Alum. 6063-T6 25A 824W9 IG Bead Al.. 6083.75 25B 624011 IS Snap Bead Alum. GOB1T5 2fi 6240f3 916° Lama Beetling Alum. 6063T6 2] 624026 ]!76' Laml Beetling Alum. 6081T8 30 6TP247 Glazing Bead, Bulb Virryl br1t624023 Vinyl 31 6TP248 Glazing Bead, Bulb Virryl krk8240098 p624011 Vinyl 32 72A04B sweet/ Latch (Q Top Rea) Cast Zinc 33 6241149 Bottom Latch (Q Sill) Alum. 6081T6 34 Setting Block (1/8'X1/2'%4') Neoprene 35A JIG Setting Block (7IB' XY4' %47 Neoprene 35B 72A074 IS Snap Setting Block Unyi 38 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 38 72405q Sash Top RWI Gasket Polyethylene 39 T24055 Sash Bottom Rail Gasket Polyethylene 40 724057 Head Gasket Poryellylene 41 ]24083 Meeting Rail Gasket Pdtyethyiene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .270"x.iBT', Fin Seal (Q MR) 4d 67518G Weatherstrip, .170' %.270', Fin Seal (Q Sash Side Rail) 45 Weatherstrip, .170" X.76T', Fin Seal (Q Top Sash Rail) 48 lades Balance with Cofer 8 Trim Rigid Virryl 51 781PSGX tl8%1• PH SMS (Assembly) Stainless Steel 55 7B34M p8X3/4"Ph. PN SMS (Balance) Stainless Steel 83 - Alum. Screen with Fiberglass Mesh Varies 70 Kommeding Kptliepace 45G TPS See Sheet 71 Duenez Super SpacerNR 10 for 72 Guanex Dumseal Spacer Materials 73 Cardinal %L Edge Spacer 74 Dew 797, B99a GE 7700 BackDetlding Silicone Material Min. F� Mirt Fa Steel Screw 92 ksi 130 ka1 1&6 Screw 60 kei 96 ksi 4105craw 9D ksi 110 ksi Eko UIVaCo� 155 ksi iJl Nsl 41055 Elco QeleFex® 12].4 kei 169.]kei 60Ff-TS Allanimlm 16 ke1 T2 kei A366ttt1 Mum 58 ksi Gr. 33 Steel Stltl 33 kei 45 kei W _ L m CJ i w r R' o yNy p � J O i Z LL � ^ � W O xui 'a d xa � rW- z J ow 9Mp I`ve a y j � O I ® � z (0 Z w woes r- y � o Z O o n O J O m m Art/ - =o • n=s * ?� No. 587D5 =-O g11 OF r'�l A LYNN MILLER, P.E SCANNED BY St. Lucie County M�IA�MI•DADE MIAMI-DADS COUNTY L1:�:11�I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/eeonumv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the elocity Hurricane Zone: Series `TW7720A" Aluminum Fixed Window—L.M.I. APPROVAL DOC ixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearm the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance an expiration date y e County Product Control Section. )MISSILE IMPACT TING: Large and Small Missile Impact Resistant LABELING: Each unit s ermanent label with t c er's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 17-0614.11 and consists of this pa E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel P ez, P.E. _� ( NOA No. y 19, 0 05 24 ML4MFDAnE COUNTY `�rl \\ Expiration Date: February 19, 2024 Approval Date: August 23, 2018 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-IIIZ09) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer® NXT rm spacer system and XL EdgeTm spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Manuel'Per E. Product Control a er NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 61 Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel PeresT.E. Product Control E er NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 51 Edition (2014) and FBC 6" 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 by Manuel Perez, P.E 4. Proposal No.16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel Pere Product Control Ex ' er NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idahnis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 0 Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61 Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No.17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/17 and expiring on 02/19/19. Manuel Perez roduet Control ExakL40 NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 GENERAL NOTES: SERIES PW7720A IMPACT -RESISTANT FIXED WINDOW DESIGN PRESSURE RATING I IMPACTRATING ' 1) THIS PRODUCT HAS BEEN DESIGNED &TESTER TO0 MFLYWITM VARIES, LARGE&SMALL MISSILE THE REQUIREMENTS OF TIE FLORIDA BUILDING CODE, INOLUDIN) TH SEE SHEETS 25 IMPACT RESISTANCE HIGH VELOCITY HURRICANE ZONE (HVHZL ERBARENOT REQUIRED WHEN USED IN WINO -BORNE gB'BUCK WIDTH -�{ I-. DBRIS GLASS INSTALLATIONS ABO 30'7IN 17,49"nP-TO-TIPWDTH�II� SIBLE pROOUCTREVISED _ II IN THE VHZ,T E OUTBOARDINSULATEDLITE THE HVH7. THEOUTBOARD LITE (CAP)MUSTTEMPERED. IDTH �gLIGHT JIWDTH gGHTNOTH LIGHT WIDTH LTGH'WIDTE WIOTHH I _-___ __. ,_., .1.1 - 3)FORMASONRYAPPUCATIONSINH%MNBADE COUNTYUSE NLY MWAI-DACE COUNTYAPPROVED MASONRYANCHORS.MATE USEO FOR ANCHOR EVALUATIONS WERE SOURIERN PINE.A C90 CONCRETE MASONRY UNITS AND CONCRETE WRH MIN. K51 ER B, SHEET Ir B1 II O, SHEEf� r 6'MAX. ANCHORTYPE q)ALLWOOD BUCKS LESSTHAN I-M-THICKARETOBECO SIOERED A I C I E,SHEETE 1XINSTALLATIONS.ULWOODBUCKSAREOPRONALIFUN IS SHEETS A B96 SHEET] C G. SHEETf INSTALLEp O(RECTLYTOSUBGFRATE.WO00BUCKS DEPIC DAS2% ARE td2'THICK OR GRFATER.1%AND2X BUCKS (WMENU EO)SHALL L I HEIG L 96 }1 BUCK L BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE CTURE. r L j HEIGHT WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSI UTYOF THE ENGINEER,(EOR) OR ARCHITECT OF RECORD, (AOR). tr MAX. 1 / BY1M" VISIBLE 12'MA)L 1 i / 931Po" OC. 5) ANCHOR TO SE MATERIAL SMALL BE BEYO DLIGHT LIGHT O.C. HEIGHT VISIBLE DRESSING OR STUCCOTUSE ANCH ANCHORS OFF SUFFICIENT EMBE ENTL r / / HEIGHT NARROWJOINT SEALANT IS USED ON ALL FOUR CORNERS OF E FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVEMLL i TI -TO IF i SEALINGIFUISHING STRATEGY FOR WATER RESISTANCE OF H GHT 5- MAX INSTALLATION SHALL BE DONE BY OERS AND IS EEYONO THE OTHERS SCOPE OF THESE INSTRUCTIONS. I I 1 1 6) MAX. V4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION 1 LD�I WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SNUB CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY -MAX.O.C. 6' T OTHERS, MUST BE SUFFICIENTLY ANCHORED TO REMST LOAD$ GIN. B+I I� 1 MAX I�- 12-MM. O.C. 2'M J IMPOSE) ON THEM BYTHE WNDOW. ]) DESIGN PRESSURES. A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLETEST PRESSURE, FRAME ANALYSIS AND GLASS PERASTM E1303. B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE, STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSISAND GLASS PERASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. MD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE W NDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-V3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS IWO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 9) REFERENCES: TEST REPORTS FTL-3835, 3850. 7212 & 16-7763: ELCO ULTRACON NOA; ELCO CRETEFLEX NOA: ANSVAF&PA NDS ELEVATIONS. ....... ........................ 1 GLAZING DETAILS.. .............. 2-5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE.............5 INSTALLATION, EQUAL LEG INSTALLATION, INT. FIN A...._....8 INSTALLATION. INT. FIN 8..._.__9 CORNER ASSEMBLY ................ 10 E%TRUSION PROFILEB.........._....10 PARTS LIST ................... . 10 FOR WOOD CONSTRUCTIONANDALUMINUM DESIGN MANUAL TABLE t: 10) THE A20A SERIES WAS FORMERLY CALLED THE nW2D SERIES.. CODES/ STAN CARDS USED: ` '2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION aASTM E13004D -ANSI1AF&PA NDS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM-2015 .AISI S10312 -AISC 360-10 FIGURE I: IT O.C. MAX. i Type SMet a 1 ]!i6'Laml YI6'An-090'PVB-3/16'HB 2 3 3 1-1118'Laml. IDWIT T.711T Aa- 311V -.09V' PVB-3116"HS 2 1-11 3 5 5 )An 711 UMI(LITAn-T-T16"Ar-6116"HS-.09D'PVB-3118"HS Leml GV16' AO-090"SG-Y19'HS 6 F 3'16'HB-.090'SG-YIB-HS T1111V 5 5 ] I -a 1-1116'UmI. IG 16'T-711F Air-3118'AR-.090'SO-S116'H 8 1-1116'LBml. IG 13116'T-]/16'Air-3I18-HB-.090-SD-Y16'H6 5 5 TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION 'SG'='KURARAY SENTRYGLAS`INTERLAYER' BY KURARAYAMERICA. INC. 'PUB'='KURARAYTRCSIFOL° PVBINTERLAYER'BYKURARAYAMERICA INC. r MA%. 93114' VISIBLE LIGHT HEIGHT 96" BUCK HEIGHT S. MAX. O.C. SHAPES AS SHOWN BELOW OR SIMILAR, MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK S1ZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12' 00. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. IWIDTH I-_ WIDTH WIDTH —� -fir--- 7 -` -T Tr � -fir— J � I TI .I 11 1 lL 1L- — L J I-�WDTH I— WIDTH— I— WIDTH —I I—IDTH +{ IT 1� 1 101 1 3 WIDTH WIDTH-1 WIDTH WDTI Tjr 1� 11 --� 11 � 11r__ W Y ❑ > a^=6 ❑ < w oG atop O O n y ❑ LL O Z FB ❑ U U_d ® ❑ FZv i¢ N 1v.0 p ; P Z Z o. m u O ❑ o F g J Q > W LL o F W taays ® m Z Nf W O a Z =tws ° Z J Q O ❑ X W W LL 0 R >ns nw =was � �11T+-LIGENS� * No. 58705 A LYNN MILLER, PE P.E058I05 TABLE 2: Window Design Pressure (N-, psf) for Glass Type, IUsna S16I To to To in SB]/8 73 1 n 81 BS 68 93 97 101 105 110112 31 N-80 +1.80 +I-80 +1-60 +/-BO +/-80 +/-w +680 HAO +IbO 33 -Aw N-80 +14I0 +/-80 +/-BD +/-50 +/-80 +/-W +/-80 +/-80 +I50 35 +/-80 +I-W +1-80 +1-80 +/-BO NAO H-80 /-W +1 80 +1-79.8 +1.79.4 37 +/.W NA3 +/.80 al-BO +A80 +480 +I-70] +1-77.2 +/-75.1 +/-734 .1-722 39 +1-80 +/-re +/-80 +1.80 +/-8D +/-7&1 +1-752 +1-715 H-70.3 H-68 S +1-563 - 41 0-80 +140 +1-m +/.790 +/-77.2 +/-14.3 +1-713 N-67.9 H-05.1 .I-0.4 ./-616 - 4] +Aso +160 +/60 +/-77.4 /-743 +/-71.3 +1-685 +1-64.7 .1-61.5 .I-59A H-58.2 R 45 +/480 +1-789 +475.4 +/-721 +/-689 +1.65B a1-622 a/59.7 +657,5 +l-w + W al-n3 +/-73.6 a/-70.1 +!-fiB.B al-B].5 +/-600 N-57.7 9 +RO - 9.3 +145.6 .1-71.9 +/-68.3 +141.9 N6L5 +/-58.2 +1.80 N-n.5 +1-74.1 .1.70.3 +/488.7 +/A.1 +1-59.7 53 ♦-79.1 +I&56 0-72A N-68.8 +(-65.1 +1411.5 4 55 N47.4 +I-73.a 4A05 +1.873 +1-83.5 Y 57 N-75.8 +1-72 +/ B 59 +I- 4.2 +I-70.3 /- 's fit +/-72.7 H-60.7 H65 a7 +/-71 2 a1$ 1 BS +/-69.7 +165.5 e +I60.3 86716 NA7 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELYFITWITHIN. TABLE 3: Windom, Design Pressure (+/-, psf) for Glass Type 3 Lon w, TP 0T in 68-710 73 77 81 85 89 0 97 101 HIS 110.112 31 .1.80 ./6D -I W .1-80 H-80 a1-80 ./410 .1-80 +/-BD N-03 N-00 33 +L80 a/6D .150 N-60 +160 ./4 +/60 .1-80 +J-BD H-80 +1-80 35 +l-BD +/60 +/60 +1A0 +/-W M-W +F80 .1.80 I.BD +I.80 +/-80 37 +1-W ./-89 +/400 +/-80 +1-00 +1.00 +/AO +1.00 .l-So ./-80 +1-00 39 al -BD +/-w 1/.80 .I-80 +/-w +/-60 +160 .680 N+794 +/-734 +I-74.3 41 +1-W +1-80 +/.80 +1-80 +1-80 N-w +140 +A751 +I-73 5 +1-709 +149 0 43 +1.80 H-W -1410 N-80 .1-80 +1-80 +1-77 +/-73.1 +169.6 +/-66.9 ./-M.2 F 45 +/-00 +1w +/-80 +1-80 +1-80 .1-77.8 -1-74.1 +AM3 N67.5 +/683.9 8 47 ./-80 +/-80 N-80 +1-80 H-792 H-75.4 H-71.7 H-88.1 a/-65.1 F 49 N-00 H-BB NAO .1-80 H-77+2 ./-73.3 +1-69.5 M-65.8 $ 51 +/-w N-80 +1430 +1-79.4 +/-]5.3 +/-71.3 H-67.5 53 +I-00 N&3 +IAO +/-n.] +/.73.5 HL9.5 y Be M-80 M-80 N-79.6 .1-76 +/-71.8 Y In ./.m .I -Bo +1-ns +1-7&8 0+1-80 +/49.4 H-754 61 +1.80 .l n.6 BJ +I50 N-05.8 BS +l-ifl8 d-]4 66I10 N-i4A4.B 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG W NDOWS, SUBTRACT 1-FROMTHE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UPTO THE NEXTAVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THETABLEASOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 711VUMIMTED GLASS STACK EXTERIOR a PVB 5/8' Imo- LONGSIDE GLASS BITE HORT 510E L I-- LONG BIDE �{ SHORT SIOE L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116' NOM. GLASS STACK GLASS STACKED GLASS STACK SHEAT 3116"TEMPERED GLASS STRENGTHENED GU155 ]/16"AIRSPACE 3116"ANNEALED GLASS.090"PVB SHORT _ 11 INTERIAYER SIDE 1�T1 5 5'. GIA55 BITE - 1,9 S LONG 9 S10E EXTERIOR a 21 3 1 GLASS TYPE 3 SHORT SIDE W z 7 Y > a O amD O o K N Q LL oip Z O _ _ o cw.3 d o" s J w 9 'W v 0 s.Ho O Q Z W O g J Q W J Q LL O N $ I,W faa,15 0 Z S O W Z Q Z I, aioa5 N o LL Z V w X W ell!1 'asa0 saia5 GENSF * ; No.58705 #, p9 : b/f1 ((}`� o� BT EjO :7 41,�. III II. MILLER, P E TABLE 4: Window Design Pressure (+I., psi) for Glass Types 2 8 4 LD Si6e T IDIDTPl 61-710 73 77 81 86 89 93 97 1 101 1 IDS 110.112 113 117 1 121 125 129 133 137 141 145 31 +/-0D )-Bo +1-80 H-80 +/.80 H-80 +1.90 +1.80 +1.80 +1-80 +/-80 +1-80 +I-80 +AW +1-80 +I.80 +/-80 +1-80 +/-80 +140 m ♦A80 H-80 +/-80 +I-80 +/AO +1.80 +1-80 +/-80 +/-80 +1-80 H-BO +/40 +1.80 +1-80 N-80 +1-80 +/AO +1.60 H-BO +140 35 +/-80 +/-So +/-90 +I.80 +/-80 +1-80 +/-80 +/-80 +I-80 +1-00 +/-90 +/-80 +l-W +I.00 N-00 +180 +1-80 37 +1-80 +b80 +/40 +I.80 +/-W +I-00 +480 +1-80 +/-80 H-80 +1.80 +1-80 M-80 +1-00 +1-80 M-80 39 0-90 +1-80 +140 +1-80 +/-80 +/-m +1.80 +/.80 +1.80 1.80 +/-BD +/.so +14'A +I-BO 41 +1-90 +/-80 +680 +1.80 +/-B0 +I-W +/-an +/-80 N-80 +1-80 +1-80 +/-80 - OS H-80 H-80 +1410 +1-80 +h80 +1-80 N-80 +/-80 +l-8D +1.80 +/-80 F 45 +I-e0 +680 ♦140 +1-00 +1.80 +1.80 +14D +/-60 +1-80 +/-80 47 +LBO +1.80 +l-BO +1-80 +1-80 +140 +140 H�80 +1-80 F 49 +1-BO +1.80 ♦IAO +1.80 +1.80 +1.80 +I.80 +1.0D 51 +1-80 +1-80 +/40 +/-80 +/-80 +1-83 +680 53 +1-80 +1-80 +140 +A80 +480 N-70.1 55 +I-80 1 +/-80 1 +/-80 1 +.BD 1 +/-78.6 57 +/-80 +680 +I -SO +1-79.1 59 +1-89 N-80 +/-00 61 +I.00 +1-80 +1.79.3 63 N.80 +/-80 65 +1.80 N-80 61 +/.W 68-7I8 +1-80 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V FROM THE TIP-TD-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE, 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE MACH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16-NOM T116"LAMINATED GLASS STACK GLASS STACK i G-3-.690"PVD INTERLAYER Y16'TEMPERED GLASS `f 1 3116'HEAT STRENGTHENED G STRENGTHENEG GL155 7116'S IR1 CE 171 gGefrE 1 EXTERIOR TI K U EXTERIOR /ti 20 13 a Y' GLASS TYPE 2 7/16' LAMINATED GIASSSrACK =3116- HEAT STRENGTHENED GLASS 3116' HEAT STRENGTHENED GLASS 090- PVB INTERIAYER GLASS SITE GLASS TYPE 4 TABLE DIMENSIONS MAY BE } ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN, LONG SIDE Imo- LONG SIDE SHORT S1DE L _I BHORT I_ �1 SIDE f -�- �- LONG 510E BHORT SIDE L 7 LONG SIDE 1 SHORT SIDE NO CHANGES THIS SHEET. LU Y 'a m o n +r Da O o O N Ofq N n ^ �3 0 J O LL Z RB unv,p n Z iU! eR o� w W UUo Q _ W tf (D O Z A Q N J Q w J Q f LL O lil ® N W wavy 0 W z tG U W 2 Q Z wva5 < O � a W G O X Z cr w $ LL O LL +ns saD s „a9 TABLE 5: Window Design Prossum (+]-, psi) for Glsss Type 5 Lo 61neR on In 86]/B 73 ]] ]&Ld BI 85 00 &i el 1D1 %5 109 11sV2 T r9 lw 19W-1Z1.5 r8W-123.5 +9y.121) aM-"e0 •BW-11B5 +Bd-113.5 +BW-111 aW/-108.3 .00I-100.3 r9W-1W.5 r9'JI-IW.5 +8W-1 M.5 39 +W-120.1 +9GLIM +9 114,5 +By-112.8 +Gd-111 +9W-0M.5 +9W-Isle +90/d01.] +11W1 +11117 +IXV.I +9Y-BIB +01-.11 41 +se-12D1 +BN-1195 +W.107J +03A1052 +W-iW +9W-1W5 +9n4s'9 •9WNs r9N-112 .1493 N-08 +/80,8 +/-es d3 +Bd-114A +BWJ01.5 +01-10.5 +9L-1007 +W-es6 +9W-952 +1Xd-923 r/-591 +/.1 1. r1-W4 +/ W.4 +/-50.1 d6 KW-100] rBWq WB +Wc908 +W.9L1 +Bd-ed.0 •roL91 +L019 41-04.1 +/-01.7 +/-79.7 +1Ms +1-re.1 +/-]5.0 -j d] +W-1004 +9W89.6 +9Xm9e7 +W-999 +BW918 N.0I.5 N-639 N-91 1/.7B.9 N-]9] N.]I] N-]]i •/-R 40 +931-001.1 ---P +9R938 +W-919 r/-88.5 -1 M3 N-e12 a/.795 +478.1 .1.]S.B r/.)t} aF69.8 •F68.9 F 51 +W��W.1 +Bd-9d.1 +0Y-BY.1 N-B6.2 r/.95] N.02 r/.i91 +/.)8.9 r/.i36 +1.712 Ill's+FBB.B +I-85.0 9 63 +WIASJ +9W-B11 +107A +106 H-83.3 nFeo N-]] +/79.1 +1.713 Ile.] +/453 612 F 55 +WI.92.1 +1�.2 +/-04.3 +1-82B Is4 N]e.l +174s 171.9 N.e54 +/-03.8 +t-M1 N-913 5] +/49.8 NBell +/-79 +/-793 +/-]3 "Gere +1 ft +/g4,1 +/A1.9 •180.1 59 +I-01,1 +/.038 N.]B.] 175.4 1.s r/.I9 +1-71.1 r/fi s .'..s +I62.2 .1-W3 6 M 11-M6 Ins N-])0 41-702 11-7I6 11-017 N69 -11" +/-B2.8 Nb0.0 W 65 1125 +/.l +I-]0.0 +Fn 11-79.0 +/43.6 +1.732 •1-R2 +4719 N-704 a/-084 N-8]3 r/-055 +LW.4 +1-020 +,-92 NBDB 0] +179 N75.3 Hdt] 1402 rt00.d +/-852 +F6Rd +1Z +F69sx3 NE11 ./Res ./.01.0 .Iffi9 ./-S0s n Na0 NRes •rnll rn81.9 ]aWd ./Res ..ele •.819 .LaD.e 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIMS NOT SHOWN, ROUND UP TO THE NEXTAVAIIABLE SHORTOR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABI.EABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY M WRHIN. TABLES Window Design Pressure (+/-, PSO for GLASS Type T Lm SIC In 8sVe n ] ]B-L9 BI 85 BB 93 9i ill 105 IW 110112 91 +9W130 1 rBJI-130 +9d-IW +9d-130 +BW-130 +Bd-130 +9d.IJ0 +681-190 +90I-130 +W/-130 +W/.110 +9WAW IW'730 89 411.11. +B3/-130 •9WAN0 +9N-130 'sal-im a0W-130 +9d.1W 'es,130 +W1.19e +W/.130 +W-"o +BW1W +BW-130 35 +9W-130 +Wf.1w +W-190 +Bd-190 +BW-130 +W9.130 +W-iw +BW-130 +W/.ln 'M.130 +9W-130 +9W.130 +W-Iv 31 +9W-130 rWAW +Bd-IW +BN-130 +9 -lM d +9n'. +W-120.3 +901.1149 +W-1)].6 +9W-HDA +BY-1013A +W1.11e1 +901-103. 3a .BYn30 +WI.130 +9W-120.4 +M-1 s 21 IOW. 1$I.6 2l. +WI-IIB.1 +001.110,0 +BW-1125 +BW-110A +BW-f0e8 +9WAO6B BL-1 W.9 dl r9N-190 +0W-t 21.2 +W-115. 8 +SW-1234 - n4 +9d 11 + BW-119.8 +W-110.5 +BN�f0,,3 +9W-1 m.B +BW-101.] +BW-BB4 r9W-9].] +9yy].1 9N +BY-122A +W'l28.3 +WI.131.9 +WA09.8 +9W-111A +9W-IB].5 +W-DR7 +BN-100e r9W-8] +W480.B +BW82 +W.W.9 +BY-80.5 45 r+Wwlel +W-1198 490-1116 +9W-111.6 +K/409] +GW a0W-B9i rIle, +801-90.1 Nb).0 +Bd-0fi.B a8W-039 47 +9n'-112] +904108.1 +BW-IW.1 IIM.J r9d-1W5 lelbse.8 +nVU3 +9W-Bd.9 sesl5 +90'-91.5 +*1886 ++8s-8l +6W-02.1 +BW-819 4B W-111B +VA 109 +9W-1W.6 +90I.1 M.8 +W-1027 +9BLIM +9W-053 +9W-01.B +/-09] N.89 M-83 +BW-0J,5 +BW-81 +/-]9] N-)].B y 51 +9W-1 0.8 +W-105.3 +WN 09 r9W88.0 rW"4 +IwSg N8B.2 rB01-633 +BN-80.5 Nd5A 4-09.5 N' +W-IC],] +W' .11W-01.B +9W.96] rBN-05.] rBWA4.1 +W8803 N-IM +Bd-83] +WIW9 +I.]].] +/-]Ill 7-749 N-13.9 1-11-4 55 M 96 +Wl-%4 +Bd-05.9 +9W-997 +9W89.3 +Bnf 44 +Ire9 +/.791 +l.]5.t +/�I3.2 N.890 N-6B,1 In1 5] .101,5 +W1101.5 +9Y-6BA +W-025 +BY�B1 +499d Kt-8J +WI-BB.1 +Bd-02.4 H�19.0 +/-]5.6 +l-72.5 +IAB.B 59 r9W-9B.6 +BN-93.5 +/.BO Ies..5 +001.8e.8 +BW-83B +6W W3 +/-]8.] +/-)9.9 +/-]09 +h8B.2 61 +BW-158 +11-11J 1871 +BW882 J +8W-843 N44.5 1 +141 +/.80] 63 +9d-112.2 +/RB.1 BB.3 .7 +=.80.] N+/-.]]01 +Ales fiMn5 13 BW2+N.81.5 +/-]83 +++/I-dI]R209B5 In y-89.J +Bd.85 +BW-- W, +XV.82. /-704 -] 6I16 +/-67.3 +Bd-032 +791 +1-n4 .152 +BW.112 Hg8.4 +/d5.1 Nd92 +L]1 +,...1 N-]5.1 +11.4 +1499 Lv4 +14 +2 Ne.e +Re.e 1) TIP -TO -TIP DIMENSIONS SHOWN, FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT ,"FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NUT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT W ITHIN. 7fl W IAMINATED _..J GLASS STACK 3/16"ANNEALED EXTERIOR a GLASS TYPE 5 GLASS E GHORTj SIDLE �f-~ LONG SIDE �I SHORT SDE OE L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 14/16'NOM. J��II GLASS STACK GLASS STACKED A/ GLASS STACK N 3/16"TEMPERED GLASS 3116'ANNEALED GLASS J/16"ANNEALEDGIASS nib"AIRSPACE Ann' SG INTERLAYER SHORT IqI SIDE 5 UA J- SS G ASS RUE �-2 `� LONG P SIDE EXTERIOR I a s, 13 1 GLASS TYPE 7 -_I SHORT _ -I S10E lu z > m O p v N o a1o0 Q N K N Z LL 0 ^ Lu Zi a Z 2 W G U U_d oy Q 9.N0 H-ZO ua W pZm O m V s3 g 1 LL o Q m Q V 7--Z ® (N Z W n 3 N 0 W Z Q Z K aloa5 0 O_ z o w U ❑ W (D h 3K W 5 LL ❑ d a101 aaap srya5 11111tttl llllll// `��NUCENSE /fie, �-: NB. 58705 'SOT 81ktLlda" �: tut�� LDRIDP.•' C��P PE. TGRI F T' Window Design Pressure (+/., psf) for Gales Types 6 & 8 Lorig Side, Tip ror (in)109 6371E m N ]&W< 81 85 09 93 97 101 105 1101 1 113 117 121 In In 137 145 31 +901-130 191 .M.130 +901-130 a901-130 +901 .901.130 +901-130 .901-130 +9[1 +901.130 +9W-130 +W.130 1 r901-130 a901-130 rM-130 +90pd30 r901-IN +901-130 aM.130 33 r901-130 .91 +9Wi a901-130 +901-130 +91 a9W.130 a9W.130 a9W.130 +9W-130 r901-130 a9W-130 rW.130 +901-130 +9W-130 +9W-130 +9W-130 +9N-130 +9,V-130 +90'-130 35 +901430 .901-130 +9W-130 +1 +901-130 +9W-130 +901-130 +901-130 .901 +W-130 +901-130 a90(1 +901-130 +901.130 r9W-lM +9W-130 +901 +901-130 a801-110 +8N-110 37 t9W-130 +91 +9W-130 +901-130 +901.130 +9W.lM +9W-130 +901-130 ,9W.130 +901 +901.130 +901 +9W-130 +901-130 +901-130 aM-133 +9( 130 +9W-130 +BW-1f0 a8W.110 39 +901-130 +9W-130 .91 +9W-130 .90(130 a901-130 a9W-130 +901-130 .90'-130 +90I.130 .90(130 +9W.130 +91 +91 +901130 ♦9W.130 a801-110 r000-110 +BW.110 +801110 Ai +901-130 +91 +9W-130 +9W-130 +901-130 +901-130 .91 +W-130 +m-130 +W-130 +931-130 +9W-13D +90I.In +W-130 +W-110 +8W.110 +8ry-110 +BW-110 -m-110 .=-110 43 a9W.130, ♦91 ♦9W-130 +91 +91 +9W-130 a9W-130 +9Si +9W-tall +9W-130 .901 +91 130 +SSI +8W-110 +80c110 rBW-110 lia-110 +BW-110 +8W-110 +8W.110 _ 45 +901430 .901-130 +901-130 +90 130 ,901.130 .901.130 +W-IM .901130 ,9W.130 +9W.IW .9W.130 Si. +BOI.110 .61 .0-110 .801-110 .M-110 .831.110 +801-110 FET +901.130 +9W-130 +9W-130 +91 +91 +9p/-130 .901-130 .901-130 .9Wi .9W-130 +801-110 .8W-llo .81 .831-110 .10-110 +8 1ro +ref-110 +BW-110 49 +901 4931-130 .90 130 +901-130 +911 +90/1 +931-130 +901-13) .91 .m.110 rfiW.110 ,R -110 .m-Ilo rSui +=-n0 +ai +901-110 51 +901-130 +901-130 +901-130 .91 .901 +901-130 +9W-I3o .89.d1-128. .M.110 .M-110 +W-llo .BW-110 ,sui +001-I10 +BW-110 +si L 53 +9N-130 +901-130 +90-130 r901-130 .901130 +931 .81 1zB.1 +W.110 .61 +801-110 .801-110 a6W-Ilo ,W.110 r8W-I10 +BW-110 55 .901-130 +9W-lW li-M 0 +901 .9W-130 88.61-0]d1 +6W-I10 +BW-110 +BW-110 .83I-110 +6W-110 +0W-110 r8W.110 ew-110 5T ,901-130 a9W-130 +9011 +901 +89.0-029 l-Mi +801-110 +8W-110 +BW-110 +BN-110 +801.110 +6W-1ID g 59 +W-130 .9W-130 +Bali 895'-1291 .801-010 +pWi +Mb110 +BC/-110 +6W-010 +801-110 1 +W1-IIO w 61 1901-130 .9W-130 +09.H-M +601410 +601-110 +BW-tID +801-110 a801410 +BW-110 +801 63 .90,430 ."130 +80 110 +BW-110 +8W-110 +8111-110 +Bi 'Si r801-110 65 +901-130 +9W.130 +801-110 +801.110 +80/-110 .801.110 +80/-110 +801-110 67 sal-130 .W-llo real-Ilo +aW-110 +Sdi +eW-llo +80I-110 54H?m +901-130 +801410 +801-110 +801-110 +BW-110 +BW.110 +801-110 73 +BW-110 a8W-110 .801110 .8W.110 .81 +801-110 n +811d10 +801410 +01-110 +801-110 71 +e01-110 +fiW-110 +nt-llo +801 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V FROM THETIP-TO-TIP DIMENSION IN THE TABLE TO SETE 2) FOR SIZES NOTSHOWN, ROUND UP TO THE NEXTANXILABLE SHORT OR LONG DIMENSION. 3) FORARCHNECTURAL WNDOWS, FIND THE SMALLEST WINDOW SME IN THE TABLE ABOVE WHICHTHE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7116-LAMINATED GLASS STACK .09W SG INTERLAYER 3/16-HEAT 3I16-HEAT STRENGTHENED GLAS6 STRENGTHENED GI 4 11 GLASS SITE 1-2 27 EXTERIOR ZF- ti 20 �l 13 GLASS TYPE 6 1-1116-NOM. GLASS STACK 1 I T116'L STACKEp GLA68STACK >EREDGIASS W16- HEAT STRENGTHENED GLASS 3116- HEAT STRENGTHENED GIASS /15'AIR SPgCE .09W SG INTERLAYER EXTERIOR a S9' GLASS BITE GLASS TYPES TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE -�F-LONG SIDE SHORT 1 SIDE L --I SHORT I- -I F� LONG SIDE --+I SHORT SIDE L I LONG S1DE 1 SH00.T _ SIDE f JR-03/1W1B.UPDATED .. VALUES AND SIZES. h` W d m Y ❑ > o v y 0 ❑ �N 03 0 N 0 O it LL N Ei Z .te no.p d Z e Uso0 o Q w I,Z ZO m u y o g J Q In In o N 0 NLU � IaaaS 3 m z[ O N UJI Z Q Z aw o S a S Z N u X W 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET INSTALLATION TYPE A WINDOW EXTERIOR BUCK HEIGHT TIP -To -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- Z-L4• 5 TYP.ANCHORTYPE, EMBEDMENTAND EDGE INSTALLATION DISTANCE PER SUBSTRATE. TYPE SEE TABLE 8, THIS SHEET -T Ll, _, EMBEDMENT 114"MAX EMBEDMENT S EDGE HIM B DISTANCE 1/4'MAX SHIM 11.7m. PERANCHOR IGMU REQUIREMENT INSTALLATION METHOD D 1/4- MAX. SHIM 9 } EXTERIOR STEEL SELF-DRIWNG \� SMS(G5), SEE B. THIS SHEET TABLE MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE B,THIS SHEET Ix WOOD SEE NOTE 2, TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE B. THIS SHEET EXTERIOR \ 4 VISIBLE LIGHT WIDTH= _ WINDOW BUCK WIDTH -2J/4" MnNDOWBUCKWIDTH — TIP-TO-UPWINOOWWIOTH — HORIZONTAL SECTION A -A TABLES INSTALLATION TYPE B EMBEDMENT SS SHEET SHEET EDGE ' DISTANCE CONCRETPCMU AN PER ANCHOR REQUIREMENT substrate D stems° Mn. EmCedlrem Max O.C. 112 or 814410 SS screw SpNrem Pre SG=0.55 OF i-18' lY Nummvn fi011Ts nvn. 3R' 0053" A38S!00 3I8' 0063" Ir Seal Sbd Dr mn w DO 18Ga - it 012 or 014 S81el Screw IDS) S,Uh.. Mire SG=0.55 WIG. 1-S'B• A38 Saa1 wr wr Dm-- DQw 1 1Y SM Or. W inn. YB" 8045' 18 Ga 1/4"410 SS CrM.FW n muted CM ASTM CBO 2.112' 1-lw 1r Concrete min. 3,35ksi 1" 1-we IT 114'Sbal UMacan 1 Concrete 0mr, 2.85 o0 I 1., 1-Y4' 12' Concrete rNn. 2B5 kz 2-012' J. w fY' n mubtl CMU ASTM1I G90 2-1/Y -1 1/4' 12' M16'SM41 Ultrawn Concrete CMU ,(gS1AST5 Cs1Y Gwded M G90 2-11Y 1-3�6' 12' ril4'MAX SHIM �(1 'UNGROUTED CMU• VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALLHEAOTYPESAPPLICABLE �^ 11%WOOD SUCKSTRIP, INSTALLATION NOTES: I SNOTE 2, THIS SHEET EE 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMrtS. CONCRETE PER • ANCHOR 2. WOOD BUCKS DEPICTED ON THIS SHEETAS"IX', ARE BUCKS WHOSE TOTAL ♦ REQUIREMENT THICKNESS IS LESS THAN i-0Q'. IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN • BE INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS \• ... .2X"ARE IdM"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF INSTALLATION I--- EDGE TYPE B DISTANCE VERTICAL SECTION B-B i Material Mn. Fr Mn. F" steal screw 82W 120W d105cr4w mksl 1101ai a. MtraCo� 155 w 177 w6f0 SS Eko QabFa 127.41Mi 181).7W 6D61T5AMw'num Is 22w A3B Steal 38 Ma i m N 4. 33 Steel55d 33 ksi 45 W MOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY 'E, EMBEDMENT AUTHORITY HAVING JURISDICTION. ICE PER TABLEB,THISSHEET 3. FOR ATTACHMENTTO METAL: THE STRUCTURAL MEMBER SHALL BE OF SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM. M Y ❑ > A^aw a O O •Iw pJo Y` z e d Z -- a e. UUd IW-- Z O FL 6 O "eH wa oZ� o O g O J Q Z O W ® Z laays 0 Q FN- Z ZZ +loos O W o Lo ❑ W Z $ X U. 5 U. a�q asap noa5 ♦�.��ONY.LYNNM/ N.. 58705 S/ONAL 1111111I�N♦♦` EDGE EMBEDMENTANDEDGE 2XWOODBUCKSTRIP DISTANCE 7,1 SUBSTRATE, OR FRAMING, SEE HIS SHEET NOTE 2, THIS SHEET INSTALLATION L TYPE E MEM EDGE INSTALLATION INSTALLATION TYPE G TYPE F iX WOODSUCKSTRIP. +r EMBEDMENT SEE NOTE 2, THIS SHEET 1/4"MAX SHIM TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE B, THIS SHEET SHEET 2DOFRALL BARCHITECTURAL EXTERIOR SHAPES @ 1147' O.C. MAX. PER ANCHOR REQUIREMENT WINDOW BUCK INSTALLATION HEIGHT T*�IS 1M' MAX VISIBLE SHIM LIGHT W T HEIGH a1 WINDOW BUCK HEIGHT- EXTERIOR 2-Wr L SELFDRUING (GS),SEETASLE SHEET MIAMI-OADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,TIIS SHEET '�SF�—T: 1 EKTERIOR \ 4 VISIBLE LIGHT WIOTt= WINDOW BUCK WIDTH-2i14' WINDOW BUCK WIDTI HORIZONTAL SECTION C-C EMBEDMENT EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT Armlwr Si4strae Min. Edge DMF. Mrt ERbedrem M O.C. 912.M4410WScrew SDullem Pire SGO RI F I -IDS' IT A iI SURNT5 inn 3'S' ol6 - 1T ASS Seel wr 0063°' 1T Seel 3r8° 0.045. 18Ga • IT N12or814Sleel Screw(G5) SoUdlem Pire SG=0.55 9/16' 1.3IB' 1T AlMnnum6 T5 inn. A35 Steel 3i6' 3'8" ol6 0065'. 1T 1T ., SW Or 33 In, 0045° IBGe - 1T 1/4"410SECreaFleK i CMU ASTM C-90 2-IfT Ilw 12, Cl mb(Mn. 3.35 hi 1' 1-3i4• IT SleellWuon Concram nin. 2.86 ksi 1' 1-w/ 12" ConcreM Rin. 2.85 ks1 21/T 1-LB" IT Lln miAed CMU AS KUT I-1/4° IT 916' Steel Utracon CmcreM min. 3.5 ksi 1-1/4" 1-amr IT Grouwd CMU 2-I/2' I-Y4" I IT "UNGROUIEO CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. INSTALLATION NOTES: 1XWOODBUCKSITUP, 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMSEOMENTAND SEENOTE2.THISSHEET EDGEDISTANCEUMRS. ' 2. WOOD BUCKS DEPICTED ON THIS SHEETAS'1X', ARE BUCKS WHOSE TOTAL • CONCRETE PER THICKNESS IS LESS THAN I-12'. 1X WOOD BUCKSARE OPTIONAL IF UNIT CAN :OMENT ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE. WODO BUCKS DEPICTEDAS REQUIREMENT '2X'ARE t-12"TIICK OR GREATER. INSTALLATION TOME SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORASAPPROVEO BY AUTHORITY HAVING JURISDICTION. INSTALLATION I EDGE TYPEF h'� DISTANCE AND EDGEANCHDISYPE.TANCE EMBEDMENT 3. FOR PROVIDE FULL RTAL'.THE WINDOW FRALMEMBER SHALL BE OFASIZE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. SUBSTRATE. SEE TABLE 9, THIS SHEET VERTICAL SECTION D-D LOWER FROM ETMERWINOOWOR MULLION NOA APPLIES TO WHOLE SYSTEM. Alert l MR FY Am F. Sleet Screw 92 MI 120 ksi 410 Screw Wksi 110kei Elco UVaCm9 1551%1 177 el 41D SS Eko CmIxIFkN® 127A ksi 189.7 ksi B083T5 A1uninum 16W 22 ksi A36 Steel 36 ml 58 k a. 33 Steel Stud 33 ksi 45 NO NO CHANGES THIS SHEET. FIN FRAMES ARE ON LY TO BE USE. TYRANCHORT'PE, YX WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES ti (PVB INSTALLATION EMBEDMENT AND EDGE EMBEDMENT ORFNAMIN%SEE TYPEJ INTEFLAYERI. NOT TO BE USED WITH TYPEK DISTANCE PER SUBSTRATE, NOTE 2, THIS SHEET EDGE GLASS TYPES SB, ISG INTERIAVER). SEETABLE 10, ISSHEET DISTANCE 11V ylj I SHIM EDGE DISTANCE —� INSTALLATION EDGE O DISTANCE 2X MOD BUCKSTRIP 2x wa.D BUCKSTRIP TYPE I ORFRAMING,SEE OR FRAMING. GEE NOTE 2, THIS SHEET NOTE 2, THIS SHEET PRODUCTREVISED wryl)vxB.vM Ov fkvtls TYP. /WCHORTYPE EMBEDMENT AND B�rilAng CaY. l 1/4'MAX EDGE DISTANCE PER SUBSTRATE, Aacpmm No E e Dae 3 SHIM 6 BEE TABLE 10. THIS SHEET EMBEDMENT By By Pmd n ' 12 USED FORALL BIDES OF 3 EMBEDMENT NO CHANGES THIS SHEET B ARCHITECTURAL EXTERIOR SHAPES®t1-0/M 29 D.C. MAX. - - EXTERIOR WINDOW BUCK INSTALLATION 4 11 V VISIBLE CKWOIOTH=� WINDOWBUCK TWOT 2-J/4'HEIGHT J n TYPELWINOOWBUCKWIOTH fflo� EXTERIOR l3• B� HORIZONTAL SECTION E-E _y VISIBLE IIHT HEIGHT= WINDOW BUCK HEIGHT. 2-TV INSTALLATION TYPE --T STEEL SOUNDMLLING 5MS IDS). SEE TABLE 10, THIS SHEET MNMI-DARE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE 1 STHIS SHEET 2X WOOD BUCKSTRIP ORFRAMING,SEE NOTE 2, THIS SHEET �1IV MAX SHIM EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F Anchor Substrate Min. Edge OiF.— Max. O.C. S cin 2-1/2-x. 113'SDx Nail SDuhem Pine SLr0.55 5MF S' 2.112' x .131' Conmon Nall SDuglern Pine SG=0.55 3/6" 5" 2-112"x.145" Rccofmo Nail Southern Pine SG=0.55 3/8" S' 010 x 1" Steel Screw (GS)" SDuhem Pine SG-0.55 1/2" 5" GOW Alumna 6063-TS mn. 5/16" S 1/1W A36 Steel 5/16, 5" 0.045" 18 Ga Steel Stud Gr. 33 5116" 5" INSTALIATIONNOTES 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. FORATTACHMENT TO METAL: THE Smucm RN. MEMBER SHALL BE OF A SIZE TO PROMOE FULL SUPPORTTO THE WINDOW FRAME. 3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Malarial Seel Selew 92 kM 1201ai 606 minun 22kN A36S A365teal 36 kN 351, 58 ks1 Gr. 33 Skel56r1 33 ksl 45 k9 LYNN4f, '�\CENSF -�(� ice' 9 . Na.58705 * C POV' SPAT OF=Ll/�: F [PIN ORION.'U,Z. �"%:SS/ONAI- V, `� I1,1111 1, A LYNN MILLER. P.E EDGE DISTANCE TYP.ANCHORTYPE, FIN FRAMES ARE ONLYTO BE USED U WOOD BUCKSTRIP EMBEDMENT AND EDGE WITH GLASS TYPES IA(PVB OR FRAMING, SEE DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERLAYER), NOT TO BE USED WITH INSTALLATION EMBEDMENT NOTE 2, THIS SHEEP SEE TABLE II, THIS SHEET GLASS TYPES 5-8,(SGINTERLAYER). TYPE EMBEDMENT INSTALLATION TYPE , 1/4°MPJ(SMIM OEMS ENr O 1% WOOD E 2, THIS S SEE 2X W000 BUCKSTRIP NOTE 2, THIS SHEET PRODUCT REVISED Bw FdoriCa . OR FRAMING, SEE c�dY1P81YMI 9o9 de —Ell Mc NOTE 2, THIS SHEET TYDGEDI ANCHOR •: 3 p... AP�Nb 10• SHIM EDGE DISTANCE PER SUBSTRATE STANCE, RSUBSTRATE. I SEE TABLE II, THIS SHEET / 1 B� I eJet�Ya EXTERIOR S ARCHITECTURAL EDGE SHAPES@11-71W DISTANCE La 29 O.C. MAX. INSTALLATION WINDOW BUCK TYPE O HEIGHT EXTERIOR 1/4' a SHIM SHIM VISIBLE 9 LIGHT HEIGHT= STEEL SELF-0ZING WINDOW SMS(G5).SEETABLE BUCK 11, THIS SHEET MIAMI.OADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE 11,THIS SHEET L I 21 INSTALLATION TYPE NT } VISIBLE CKWD H-2 WNOOWELIGHT TH-2{I!4'" — WINDOW BUCK WIDTH HORIZONTAL SECTION G-G EDGE Or TANCE Li� CONCRETE/CMU� PERANCHOR REOUIREMENT EXTERIOR b Archer Substrate a Edg Min. FnCetlment � O.C. om- #12 or#14410 SS ScreM Soulhem Pine SG=O55 9/1T 1-3/8' 6.2" AkSlum 6063-T5 min. 3/8" 0.063" 62' A36 Steel 3/6" OD63" 6.2" Steel Stud.Gr. 33 'n. 3I9" 00,15108 GB ' 6.2' #12 or#14 Steel ScreN(G5) Soulhem Pine SG=0.5 9/16" MIS" 6.2" Alulnnum 6063-T51nn. 3/8" Dom..' 6.2" A36 Steel 316, 0.063"- 6.2" Steel Slutl Gr 33 min. 3/1" 0.04S' 1B Ga ' 6.T 1/4' 410 SS CreeFlex routed CMU ASTM C-90 2-1/2" 1-114" 11.6' Concrete min. 3.35 ks1 7" 1-3/4' 11.6' 1/4'Steel lAtracon Concrete Mn. 285 ksi 1° 1 4' 11.6' CCTcrele min. 2B5 ksi 24/2' ,-IL 77.6' rgRed AS1M G90 2-1/Y77.6' 5/16" Steel llltrecon Concree rt'irt 3.5 ksi 1-1/d' 1.314° 11.6, Caout CMU ASTM G90 2-1/2' 1-314° 11.6' �1M'MA%SHI 11L WOOD BUCKSTRIP, ' MIN. OF3THREADSBEYONOTHEMEH,L ut HT tt. SEE NOTE 2,THISSHEET 1NGR011TED CMW VALUES MAY BE USED FORGROUIED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. INSTALLATION NOTES 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ' 2. WOOD BUCKS DEPICTED ON THIS SHEETAS"1X", ARE BUCKS WHOSE TOTAL THIOKNESS ISLESSTHAN14M'.1XWOOD BUCKSAREOPTIONALIFUNITCAN BSINSTALLED DIRECTLY TO SOLIDCONCRETE. WDOD BUCKS OEPICTEDAS'2X"ARE CONCRETE IMU 1AQ" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS PERANCHOR EDGE APPROVED BY AUTHORITY HAVING JURISDICTION, REQUIREMENT DISTANCE 3. FOR ATTACHMENTTO METAL: THE STRUCTURAL MEMBER SHALL BE OFA SIZETO PROVIDE FULL SUPPORTTO THE VERTICAL SECTION H-H WINDOWFRAME. 4. IFAPPUCABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NCAAPPUES TO WHOLE SYSTEM. kbbrul F. Stow Scrw W 410Screw NNI F . W.Co* umw.. Fsl410 SS Eko Cre6F6v kX&NM75AIm'nun NNAM SW a1&mSedsEtl NO CHANGES THIS SHEET. W [n Y ❑ > a ^eN ❑ Eo v O O O a a1M L'JN y O'^ K N zWro r o ��oi o Lu LW5d F a_ 'x'a atia w L=7 o�� z Op g LL a0i F 04 ® z z z 3 3 z Z Q o z J a0a$ Qo � F¢- ¢ U ❑ W X Z z L u a am2 a.ao sa�.as `... 111111, 1 a .. LYN/y,f,� #• ( NNo.58705 9 0 U, %A'•. u; ATE OF 41` it � A LYNN MILLER P E P.E.P5BT85 I TABLE 12: Item PGTPart# Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equalaeg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7/16' Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-TS 6a 4270 Installation Fastener Cow Alum. 5063-T5 6b 4224 Installation Fastener Coverfor Curves Rigid PVC, 8 4267 7/16" Laml. Glass Beading br Curves Alum- 6063-1175 9 4269 I.G. Beading for Cures Alum. 6063-TS 10 70589C Gasket(at 90° comer joints) Polyethylene 77 TP247/8 Vinyl Bulb Weatherstrip Flex PVC. Duro. 65+/-1 12 6/3C8K jFoann Beading Tape 13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone 20 71652K ISetting Block, Mano. 3/16" x 7/16" x 4' Neoprene, Duro. 65+/-1 21 71704A1< Setting Block, I.G, 3l16•• x 1-3M" x 4•' Neoprene, Ouro. 85+/-1 29 76X114FP #6 x 1-1/4• PH SMS (Curved Beading) Stainless Steel 30 781PDX #8 x 1' Quad PH SMS (Assembly) Stainless Steel 75 Kommeding Kedispace 4SG TPS See this Sheet for Materials 78 Quanez Super Spacer nXf 77 Quanex Duraseal Spacer 78 Cardinal XL Edge Spacer ASSEMBLY DETAILS FOR FLANGE 8 EQUAL -LEG FRAMES 2.764 2.784 2.71M .094" �ll�� ON. 094" 1 062" yI m4•• 0.1, BTS" 1 A30' .500" .438° 500' 43B° 1.000" 38 r .050"mnos 1 �� 050..oaoc ! I� OSO..00a 1.125" 0)1' OFIANGE FRAME OEQUAL-LEG FRAME 1 1� OFIN FRAME IIII .9�7�0' Layl ��I�- .346" �� ""IIIIiI��LgI'r 34V .875" ll .8]5' L011}�3T' .B)5" 8771' I I— '050" } �7�— .050' 05D'+ J u"f' .DI0150" } 101f .D50' I I. O GILASSBEADING OBEADING 1- 11115" IC_GIg55 6a FASTENER COVER OFORCSINSTALLATION 7116' SEADIING URVES OFOR CURVES SILICONE HOT -MELT eML STRUCTURAL POLYISO- 1/4'NOM. 3/16' BUTYLENEWTTH STRUCTURAL DESICCANT SILICONE FOAM WITH EXT. GLASS DESICCANT EXT. GLASS INT. GLASS INT. GLA )5 KODISPACE ifi SUPER SPACER' 4SGTPS ONXT 11" ANGLEDICURVED FRAME ASSEMBLY go -CORNER FRAME ASSEMBLYgM.T.EF ALLCORNERSTO IUSE GASKET I ANDIOR SEAL4NTEQUAL-LEG /EXTERIOR FRAME I / . FLANGE FRAME EQUAL -LEG FRAMERAME WITH INTERIOR EXTERIOR IOR FRAME WELDS ti FLANGEFRAME (SHOWN) OR CORNER KEYS AT 30 SCREW BOSSES, SEAIANT ATALL CORNERS ALL CORNERS TO USE CASKET AND/OR SEALANT ALUMINUM pOLYI50BUTYLENE DESICCANTFILL REINFORCEMENT SEAL S116"NOM. NOM. SILICONE BUMS 5/16"NOM. SEAL DESICCANT ROLL -FORMED FOAM BTAINLESS STEEL EXT. GLASS EXT.GWSS RS INT. GLASS INT. GIA55 ODURASEAL® OXL EOGEiO ]] SPACER T9 SPACER ASSEMBLY DETAILS FOR FIN FRAMES go- CORNER FRAMEASSEMBLY ANGLED/CURVED FRAMEASSEMBLY EXTERIOR ti EXTERIOR iti MTERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS NO CHANGES THIS SHEET. 5 ti M y Q W i N Of a O w,oD N Q (9 N = /n K N ,A J O 6 n UJ Z xa Li = W u 00 o ®e O WZ. Q oN JZ 0 z O Z 5 J ° o O Z z ® Z Z ,�vs N O N Z O ~ w W : F O 5C O LL m d +nu ,:=o sagas SCANNED BY St. Lucie County MIAMI•DADE � MIAMI-DADE COUNTY BE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as de , r as ed to comply with the Florida Building Code, including the elocity Hurricane Zone: DESCRIPTIO :Series °`SGD-770" Aluminum Sliding Glass Doo w / 90° & 135° cm ners —L.M.I. APPROVAL D C NT: Drawing No. PGT0130, titl " cries 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, d 10/1 manufacturer, signed and sealed by Anthon , .., bearing the Miami -Dade County Product Contro evision stamp with tho N o Acceptance number and expiration date by the Miami -Dade County Product ntrol Section. �fNSILE IMPACT RATING: Large and Small Missile Impact Resistant ABELING: Each unit shall bear a permanent label with the manufacturer's n or logo, city, state, m cries, and follow' g-statement: "Miami -Dade County Product Contr pproved", unless otherwise 'notpd herein. RENE s NOA shall be consid renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No.17-04 1 Expiration Date: February 17, it, provalDate: September. P P PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123. 10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted tin tier NOANo. 14-0123.10) 3. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-60249 FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales (Submitted under NOANo. 09-0826.10) 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 fGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) S. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. I5-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h 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 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "TrosifolO Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGIas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance with FBC-5i" Edition (2014) and FBC-6" Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Test proposal No.16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS 1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135' comers - L.M.I. approved on 08/04/16 and expiring on 02/17/20. lG- Jorge M. Plasencia, P.E. ,, duct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-2 SERIES 770 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1)) GLAZING TYPE OPTIONS: SEE TABLE B. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS TABLES ASTM E13DO. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1n% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6)REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONE, ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MMUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL5993, FTL-6001, FTL-6014, FTL-6015, FTL6017, FTL-6022, FTL-8023, FTL-6024, FTL6025, FTL609.8, FTL-6031, FTL6033, FTL-6036 AND FTL-7554 TABLE B SEE DETAILS ON SHEETS 4 & 5 Ma Descrlp6an (Wted from Exmdmto Interl04 N ]/t5'Lemilla .(3)lkm ofYlC H9 (deeawllh.09V we money" L1F nelei it, Lem atl.FM.MWaeOh.OBPPVBh .q.r ]/16° Lmninoled: 0) Us. Qf WIF HE Spin wtlh.d99' SO bmdeyer NA My Lanim@d:(2) Lure of 1W HE Dead w0h.09V SO Wedayar GS 1'Lam5a1M LG.: 3I16'TExledarCOD+3IB'Ak Spece+]lf6 WMmted;(?J Ulma]8'1@'HS Glace wiUl.CdO•PVB medayer GSA 1'Iamw4d lG.: 44'TEilodo]Cap♦Ntd Alr9peee+TliG laM]mletl;(W LOm pfN16'HB ONn wIm.090'PVB NtedpyN G6 VLamtraNd US, 3i16"TEatemtdp-WE AVSpace+]/1V Lannested;(2)LIIn a191G'H9 Glass WM OHy SO Luadayer Gfl4 1' LamkWed L0.: 114' T Hleder Cep+Nt6 AlBppoo+IIfC bndmNd; T21 Lllev a13H6' HS Glava w11M1.md' 80 fibdeyer aT/ minatod:12)LdesefliOAMO Iaaa PSGmedayer Gal WIVS th.D OG lnlV Aral GllWA[ OH9Lemled Gal LQ:)Lneaarum Lor f"laminled L0.:311d•TCZIWor Cep+318'AirSpeae+]/t6`IanJmleO:(2)Ules ar3'1C "Glass Will .090'OO LYedayer pe 05A 1'Lam6wled LGJ 1/d"T6latlar Cap+5l1B'Alr9peee+]I18'Wminated;[gLllet of3'18'ANN OIvea wNh.09D'BG Wedeyn 'MW-ANNEALED -H9'=HEAT STRENGTHENED T-TEMPERED 'PUS' ..No. TROSFOL®PVE BY KUPARAY AMERICA. INC, 'SG' =.O9U"SENTRYGLASEGY KURAHAY AMERICA, INC. DESIGN PRESSURE RATING I IMPACT RATING 9EE TMLES 1. 2& 3 ON I RATEDFORLARGEBSMAIL SHEETS 8,788 MISSILE IMPACT RESISTANCE CODES /STANDMOS USED: a2017 FLORIDA BUILDING CODE SFBCA 6TH EDITION •201d FLORIDA BUILOINO CODE FBCJ,STHEDITION -ASTM E13DGC9 •ANSIIAF&PA NDS2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL. ADM2115 •AISI S100-12 •AISC 36G10 GENERAL NOTES.............1 EXAMPLE CONFIGS .......... 2.3 GLAZING DETAILS ............ 4.6 ANCHORAGE .....................644 DESIGN PRESSURES....... 65 INSTALL DETAILS, ............. 12-14 ELEVATIONS ..................... 15,16 PANEL f SILL TYPES......... 17 CROSS SECTIONS............ 18.19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21.22 GERF. WANIH stunts Anchor Group Anchor Type Fnme MISubstance,Dlvarm MM.Edge MI Ducanae Ann. Dobedmanter Metal TblQmre A P121S0 EMS, ffh=SO tat. F. 0kai) 01241D 66 SMS, (Fr=90 kal, R; Iin Mal) All Southern Pine (SG a 0.55) HIS' AB' 1-LB- 606&T5Aluminum Nr 9I16' GI A3651ee1 WB` wir 0.050" GO 3331ant Stud 3B" W10' 0.045'(18 Ga) 114' Etc Aggro Galin® Fy=57kal, F.-M Ml NI Burundi, Sea. 2.nW i41 3" i4vw Jamb/P4 ck Filled Block (ASW 00 r 3" r Jamb/P4look HOW, Black(ASTM C90 2" 3' 1-1/4° All Saulhem Pine G=0.95 1° 1" 1-3'S° B d12 Steel SMS(GI 6) (min. o/3 Uum an estate! anetaleubslnh) All S ern Pine (SO , Bad) r ]B° 145 GOO,15 AIumMum 3R" WIS. 0.080° AM Steel 31H' flHC 0.05V Gr.3381eel8tud 31B' &10° GOW 10Ga C 1l4' ElDo UIImCo],10 F]•I55 ksl, Fein lot All Concrete (min. 2.85 call 1" A- 1S9' Jams/P41ook Hollow Slmk(ASTAC90) 1- 6' 1-114' QV EW IImCm�fl a•iIOHN a cancnte (mlB 2.0 ke6 24W 4' 15'B' JemU/P4wok Find Block ASTM C90 2A2" 0' 1-Yd' amb/R:hook Follow Block ASTMc 2n' W 1414- 41,11 Y1096 ad, CmleFeaOb/P4aok �12T.4a�I, R,• 1e9A kal He9d lGlll Comma In.3.35kal 1° 4' 1-Y4' Concrebmin.835ka0 1°e'tal9 J p/PJpok HOIIoWBIock ASWCB0 2Al2' V 1-114' All Southern Pine G • 0.65 1' 1' 1-3/e' I)WHE STMTE CONDITIO QUIRE ANCHORAGE FROM MORE THAN MEW THE ANCHOR GROUPSMOVE, CHOOSE7HE THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL 2) ALL ANCHOR HEAD TYPES ME APPLICABLE 3) FOR STEEL STUDS, MIN. FU =45 KSI, MIN FY=33 KSI. 4) FILLED BLOCK VALUES MAY ALSO HE USED IN HOLLOW BLOCK APPLICATIONS. 5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EKTEND 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 1Al2"THICK. as plying with the Florida PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Building code 17-0420.12 INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS Non -No. DEPICTED AS 2XARE 1-M7 THICK OR GREATER. IX AND 2X BUCKS Exp/n6oa Data 02117/2020 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER By - LOADS TO THE STRUCTURE, BUCK DESIGN AND INSTALLATION IS Miam0. a Product Control THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS tl ll ill/ NOT REQUIRED. IF USED, NON -SHRINK NON-METALLIC GROUT, BY OTHERS) MUST FULLY LYAby MAX. 1/4"THICK&3400 PSI MIN., (DONE SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO `�`��QNY 3 L10EN6F THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF `;'• SUBSTRATE IS WOOD. 30K FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. I lQe:'!`* 10 e11 _,,.,. I-11 "" I I : —1—m;ea I `— - I sav uo I NIS I 1 - 22 1 POT0130 10 1 KEs63705 I I EXAMPLE CONFIGURATIONS MAKU NOM.P PANEL WIH NOM. PANEL WIDTH PER TABLES 13 NOM. PANELWIDTH _ PER TABLES I3 MAX UNIT 65 HEIGHT PERTABLES 13 1 NOM. PANEL WIDTH PER TABLES 13 NON. PANEL WIDTH PER TABLES 13 {2J il7{el{pJ{el {NJ ,n m m m m 1my 5-PANEL CONFIGURATIONS CEAr. (F�ssaxae 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL'JW, "Jc",'KW' OR'Kc' INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXX%%p, pXXXX OR XXXXp. OX" IN POCKET CONFIGURATION CAN BE OXXXp. 2) BO' 8, 135 CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES I3. $1 'X'=OPERABLE PANEL, 2 '0'- INOPERABLE PANEL. =POCKET r—DETAIL LETTER �W - WOOD OR METAL INSTALLATION I 'o'=CONCRETE INSTALLATION SHEET NUMBER WIDTH DLO WIDTH NOM, PANEL WIDTH -T' / DLO HEIGHT= DOOR UNIT HEIGHT-10.125' PANEL HEIGHT= DOOR UNIT HEIGHT-1,886' 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 CORNER, TYP.1— (OUTSIDE CORNERSHOWN, INSIDE CORNER SIMILAR) 2 - 22 PRODUCT REVISED BUI1a1a81Ylnp with the Ffodd NOA-Na.CDaEE 17-0420.12 Ewpintion Datc 02/17/2021 ,,'C)NAL �N( &Lym NLLLER RE RE'wo EXAMPLE CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1.3 MAX. UNIT HEIGHT, 96" OR 120' MAX TESTED UNIT WIDTH = 355-7/16' ® 96" HEIGHT 300-1/4" Q 120- HEIGHT 3 3 MAX. UNIT WIDTH NOM. PANEL WIDTH PERTABLES 43 MAX. UNIT HEIGHT PER TA IBBLES i� J� NON. PANEL WIDTH PERTABLES 1-3 MAX. UNIT HEIGHT PERTABLES m{mp';lw1A A-1,00fce-1 Will I US m Aft 1151 Sol SHEET. 7-PANEL CONFIGURATIONS CERT.OFAUP.M90 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL'Jv/, "Je. "Kw" OR -Kc' INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE pXXXXp, p>D= OR XXXXp. OXX( IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90' & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 'X' - OPERABLE PANEL, 'O" = INOPERABLE PANEL, 'p-=POCKET DETAIL LETTER = WOOD OR METAL INSTALLATION �+7 'c'=CONCRETE INSTALLATION SHEET NUMBER OLD WIDTH =NOM. PANEL WIDTH -7" DLO HEIGHT= DOOR UNIT HEIGHT - 10.125' PANEL HEIGHT= DOOR UNIT HEIGHT-1.B66- 3 122 1 PGTO130 PRODUCT REVISED plyg with th. Fl.ddtl Bullc[M, C cJe NOA-Na. 97-D420.12 No. 68705 7/16" NOM. 7/16" NOM. 1° NOM. 3/18' HE GLASS 3/16' HS GLASS 3116' HS GLASS — 090'PVB .&GLASS .000' SG 3116' HS G 3/16' HS 3/78'H -GLASS 74 3/6' AIR SPACE311 TGLASS ERaR 3G1.A551]4314. NOM. GLASS BITE SITE E� \ e0 a �7/1 "LAMINATED GLASS TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9/16' NOM. 9/16' NOM. 1NOM. 3116' HS GLASS 1/4' HS GLASS— 1/4' HS GLASS py0. py .090" PVB .090" SGY3/4-NOM. 3116' NS GLASS 1/4'HSGLASS 74 114'HS GLASS 5/16'AIRSPACE 74 114•TGLASS REVISED 9] m � PRODUCT pi 9 wiN Na F1.645 � 3/4" NOM. ealieme 4e xoa-xe. 17-0420.12 ER1 MR GLASS EX7ER�OR a 14F19 3/4"NOM. GLASS Expiration Date 02/17/2020 BETE BRE iat _ at_ 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A V LAMINATED I.G. GLASS, TYPE 135A GLAZING NOTES: 'ANN"=ANNEALED 'HS"= HEAT STRENGTHENED 'T'=TEMPERED 'PVB'=.090' TROSIFOL® PVB BY KURARAY AMERICA, ING, °SG°=.090' SENTRYGLAe By KURARAY AMERICA. INC. SEE SHEET 15 FOR SPACER DETAILS. {7; No. 68706 r n cem. oRwm.m:ea SERIES 770ALUM. SGD-LMIMPACT "ril)'NAL N 040SN) C NO CHANOESTHIS SIffEl. a a.e � '1I �� owm crs rvremm,rsiK ® soot s.uvp ALVNi IAL1FR P£. arat4 "'�4 sno-770 AITS 4 122 PG70130 C PER6m06 LS G6, I- 1'NOM. 3/18'H 3/16' H 3A' AIR 3/16' T GL 7/16" NOM. 3116"ANN GLASS- .090- SG- 3/4' NOM. p OR GLASS BITE 3116' M., 3116, T 3/4' NOM. GLASS t2 BITE E ERIOR 1"NOM. 3/4' NOM. GLASS BITE MCRIOR I a B0 I re 1 ]6 64 65 5I 1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 7" NOM. 3/16' HS GLASS .090' SG 9116' NOM. 1/4' ANN GLASS l' NOM. 3M6' ANN GLASS .090' S 311W HS GLAS .090" SG 3/16" ANN GLASS 5/i6°AIRSPACE 74 1/4W 6/18'AIR SPACE 71 1/4° T GLASS 1/4' T GLASS PRODUCT REVISED piYYI.O with the Maud. 83 83 DWI41nP Ootlo NoA-No,17-0420.12 t241P 3/4'NOM. IX 12412 314-NOM. EMplratlon Date 02117/2020 GLASS a GLASS BITE BITE DY E 1110R a et EMEROR M1am- a Pmtluct ConVo re 55 sd 55 1" LAMINATED I.G. GLASS, TYPE GGA 9116' LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS TYPE GBA ttt1+I IlI lrfrr] Z t1• No. 58705 GLA71NG NOTES: "ANN'=ANNEALED 'HS'- HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. %AO '•, s �g��r: �� ED 'PVBTEA90 RTROSIFOP PVB BY KURARAY AMERICA, INC. f�nof 'OQV�� '`t`" 1'AFS .. RI P,:' °SG.=.090' SENTRYGLAEFBY KURARAYAMERICA, INC. .N f)<eafoao ]a GLAZING DETAILS ]�]]S/ONgL ENG�ttt SERIES 770 ALUM. SGD-LM IMPACT ]rrnnlptN 84D61] " C NO GUNCE8 ms SHEET. L^\may\/ �r]�J� 4Exr. ovAufxPleree syyy vo, r a+•+ox u A. LYNN NrtLFiLPE yt fa10"14 c U® ,v°O1i mamvnr�re 6f m MS 5 -22 PGTDf30 C PFJ 5Bm5 Design Pressure(DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2&3)+601.60 For caner astragal anchorage on 90' or 136• cameruNfe, sea wheal 77 Maximum DP for all sizes: psf a IlrNted Tema applies to Gleas Types 3, M. 5, SA, 7, 7A, 8 a eA end the SIIIeIAstregh Types shwm below. Dow Lett Height Be' 84° 1»I° BB' M71W DLO Anchr Gmup 7b7/8• DLO Anchor Group i0.7l8" DLO AvohorGmup ]JB° An.W Snood A B 1 C 1 D A B C D A B 1 D D A I B 1 C 0 HemYSlll C4+1 G+1 G+1 G+1 G+1 +1 • +1 G+1 H Gal G.1 Dd 1 Gri 24° LLD Jamb 8 a a 6 8 8 8 a 8 8 B e B a p-nook 6+7 0«7 a+7 6+7 7+8 T+a 1+a 7+8 7+5 7+6 7.8 7.8 7+e 7+8 Hasd19111 G+1 G+1 G+1 G+1 G+1 G+1 G+1 NO G+1 NO G+i G+1 G+1 1 G+1 2T Jamb B 8 8 8 e 8 B 8 8 8 a a e a 01.0 P4wek 6+7 0+7 0+7 6+7 7+8 7+B 7+B 7+8 7+8 7+8 7+B 7+8 7+8 7+8 Headed G1+1 G<1 C1+1 G•1 G+1 GH G+1 G+1 G+1 G+1 G.1 C4+1 G+1 i7+o7+s CA+1 uJamb B s a 8 8 8 8 B B e a 6 0P MNs 8+7 8+7 6+7 6+7 7♦8 7+8 7.8 7+8 ]+8 7+8 7+B 7+8 +B 7+9 7kvN6111 G«1G.1 G+1 G+1 C1+1 G+1 NO G+1 G1+1 C4+1 CH1 Gt.t G+1 42' 3 Jamb 8 B 8 a a 8 e 8 8 a B e 8 LD P-Hoek 6+7 9+7 8+7 0+7 7+8 7+0 7+a 7.8 7+5 >-a 7+ 7+ a 7+6 Head'9111 Gat G+1 G+2 G+2 G+2 G+2 04+2 G+2 Gat C1+2 G.2 G+2 G*2 4V pL- Janis a e a B 8 8 a 6 a B 6 B 10 B a e lal 6+7 8+] 8+7 7 7 88 7+8 7,B 7-8 7.8 7.8 .8 T+B ]+e NB NB ]•8 FOR EXAMPLE ON USING TABLE, SEE SHEET 8. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4' SILL. 2) WHEN USING THE 2-10 SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3.1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE IA 3) 4•, 3-14-AND 2-112• SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-VS SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FOG EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PARS TO BE INSTALLED. Sill Height to Max. (+) DP (Water Infiltre6on Rating) Sill Riser Haight (+)Dosign (Flat or Box sue, DsI sheet 17 F-1-1/2' sea mta lmv-2-YT +46.6] Msdlum-1V4' +60.0 High-4' .60.0 SEEN0iE9'r-� \ rOH S2 1 O L OH RATIO = OH LENGTH OH HEIGHT DLO WIDTH= NOM. PANEL WIDTH -7• DLO HEIGHT= DOOR UNIT HEIGHT -10.125' PANELHEIGHT- DOOR UNIT HEIGHT - 1.866" Interlock P-hook Lorkstile@Jamb Straight Astragal Assembly LwksBle@ Straight Astragal 90-Agal SVa Assembly Locknils@ 90-Asragal 135'Astmga1 Assembly LodeOle@ 13S-AsoM.I Standard Stiles Standard5dle Standard5tile Standard Stile Standard5die Heald -duly Stile HeaWduty SUle Heavy-duty Stile Heawduty Sole Standard[ iUagal outside Comer I Inside Comer outside Comer Coat Insi e Corner farnera Part 460 (rzI Part tl60 Part tl60 Part p60 (S81e) Panp67 (Astrgal) Part pbO Part 41, 1101el Pwi PjL ([weer A.,rl.rl part tl119(Out' part tl120(In.) Pool" real Parts tl3l&tl82 (Cwn. & Fxd Maun0 Pan 961 PRODUCT REVISED pl gwith the Florida Deriding do NOA-No. 17-0420.12 Explm6on Data U211712020 NO.58705 DEA/. DLADIHIA]flt I I uCnrcu r7VllLVr vt0-ly'rrvernv+ -• sec LJ ® rvrr we s+rw we ALYLN M 6 +22 PG70130 C P.E Design Prassu re [DP) and Anchor Quantities Required, (to ran approved conRguraODns on Sheets 2&3) F.,..., aa0agal ancnomoa on 90• or US' comer wRs, see N,.a111 Maximum OP [atoll siz¢s: 4601•60 68%ho iMNd by Tabar M) Door MI went TaNe appnes fo Gloss lypee 4, 4A, BD' &' 93' 103' f0a" 114' 120 6, 6A, T, ]A, 8 8 U anal the 694/6"J.+7 7W16'DLO 19 18" DLO 85./B M0 B • 8 LO 97.1E LO In7ftr IXA 09-71V OL0 BnlelMlmgal Types eh. baloe, nchor Anchor Group Ally of Grow AMhor G.op Anchor row Ano or coup Ancb.,Gmuy Anchor Group A B A B C D A 0 C D A B C p A IJ C D A B C D A B C D A B G D e 3 a ♦ +1 GH at G+ atC1+1 • H24• IrJamb 8 B 0 8 8 B - B B 8 e 8 B 8 B 8 10 ID 10 f0 10 10 10 10 10 10 10 10 10 10 ID 10 P4nok aN 6a] +1 7♦B 7+B Ra T+6 h8 1+B NB iae 7a8 T+B Tab NB 0.8 B+B Bag BaB &B &B a*9 BaB B+1B 8+t0 BHO BHO 9N0 a♦f0 9H0 9+10 w+1 CA+1 +1 G+1 U+1 G+1 Clot U+1 U♦1 CA+1 Ua1 Gat UN C4+1 C4.1 UN G+1 U+1 Gal U+1 G41 G+1 C4+1 ON1 U+1 Ua1 G.1 Ua1 G40 UN Ual B B 0 B a o 0 0 8 8 0 B 8 8 0 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 OLO PtookT B♦] ] T♦B T+e >aB NB T+B ]+B ]+B T+B ]+B I♦B ]+8 ]a8 8+8 e♦e 8+H a+0 9+9 &B "1 B+B Ba10 Ba10 8+10 H+10 BH0 B+fO 9H0 BNO HaeNalll GH U+1 H Ue1 UH WI UH G+1 G+1 U*1 Ua1 U♦1 UN UN G•1 Ury G+1 U+I G+1 U+1 UH "I Uq U+1 GN CA+1 CN1 UH Uai GH U+1 OB- Jamb 8 0 8 8 B 6 e 0 0 8 B B 0 a e 10 10 10 10 10 10 10 10 10 10 to 1D 10 10 10 10 01.0 RDeok 8N 6N ♦] TaB T+8 Tab h8 AB 7+B )+0 i+B ]+a Ae AB ]a0 9a9 Bab 8+9 BaB BaB 0♦H a+8 B+B B♦10 0+10 H+10 Ba10 BNO BHO BHO 8+1Hendren Gp G+1 +1 G+1 U+1 U+1 G+t UN UN U•1 CI+1 A.1 G+1 C4+1 G+4 C4+1 Uat U+1 U41 C4+1 GN U+1 Gat U+4 C4+1 G+1 G+1 C5+1 G+1 G+1 C4+1 42' � Jana 8 8 8 8 a B 0 0 a 0 0 B 8 B 6 10 10 10 10 10 f0 10 10 10 10 10 10 12 t0 10 10 6.1 8-7 ♦] 7+8 7.3 T+8 7-8 7+5 7+8 7+0 ]+9 he ]+a]+e T+e 6+0 B+e e+9 BaB B+B B+B B+B &8 B•10 W10 H+10 8+10 p+10 paf0 0+f0 ¢+10 Hendisel C4+2 C4+2 C+a2 01+2 U+2 U+2 G+2 G+2 01+2 G•2 C4+2 C1+3 U+2 Ga2 C 2 Ga2 C1+2 U•2 Ga2 G•2 C5+2 G+2 01•] C5+2 G+2 C5♦2 C5+2 C5+2 Gat C5+2 C$♦2 4a' J,unD e 0 a B 0 8 a 8 e 8 e 0 to 6 0 8 10 10 10 10 10 10 10 10 12 10 f0 10 12 10 10 fo 0.0 PLock 6+T 8+7 B 1 6T He NB Ian J+0 AB T+0 ]+B 7+B 7+B T♦8 7♦8 T+8 8+9 0+9 8+B 8+8 &9 8+9 &8 8aB BHO Ba10 9q0 B+10 &10 8+10 B•10 W10 64• OLo HoadaAl CM3 Ga2 G•2 G+2 G+2W+2 G+2 G+2 G+2 G+2 Ga2 Gai CR+2 G•2 G+2 C!♦2 Not available in these sizes Jamb 0 D B B B a 9 0 10 a B a 10 B 0 0 P-00ok 7 +6+} Btl 6a7 T+B 7+8 7+0 ]+0 7.6 7•B Tab 7+8 7+8 7+8 7+8 7+B fin' R0 M.&SM G♦2 Ga2 G♦2 Ga2 G•2 C4+2 U+2 Ga2 CN2 G•2 G+2 G+2 U♦2 f +2 C1+2 Ga2 Jamb 0 8 a a B 0 0 6 10 0 B a 10 B B 0 P4cpk b+} fiH 8+] 6+7 7.5 ]+0 ia0 7-8 7.6 ]♦B 7+8 7+6 ]a8 T♦B )+B AB FUR bAAMPLt UN U51NU IAULt, Ott Oil= 10. NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OFTHE 3-1/4" SILL. 2) WHEN USING THE 24/2- SILL, POSITIVE WATER DP IS 48.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS BOA PSF MAX (NEGATIVE PRES. UNCHANGED)L SEE TABLE 2A 3) 4, 3-1/4-AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURREM' FBC (SEE ADJACENT DIAGRAM); THIS CONOMON IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY W ITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TART F 2A SIII Helghtto MaX. (+) DP (Water Inmtmtiorl Re ng) SIII Riser Height (+)Design (Flat a Ben, sea Pmssure, Itt/ 6Met 17) Flush-1-1/2' see note3 Low-2-12" +48.87 Mgh-4' * BO.D ULt NU ILS TU OR LENGTH ON RATIO a 1 OR RATIO = OH LENGTH OR HEIGHT Interlock P-hook Utdalile@Jamb Stnalght Astragal Assembly LodOMe@ Straight Astragal 90' Ashagal Assembly Ldckstle@ 90'Astragal 135'Mtraga1 Assembly Loda0le@ 135-Astregal Heavyduty Stiles Heavy-dury5tlle Heavy-duty Stile Heavyduty5tile Heavyduty5tlle Heavy�duty5tde Heavy-duty Sole Heavydury5tlle Heavpduty5tlle Standard ArtagN 0u[slde Comer ,+ Outdde a trade Lorne cony IFL e�-J + `, lam) Goner holisd�c----.•._ea. 3: 0 ^' e� Ins fit6Vter—, Co.. PaH p61 (z2) Part p61 Partg63 Part 9611561e) Part 067(Astragal) Part461 Part 461(SBIe) Part part p119 (Out) Parta120(ln,l Partg61(581e) part 061 RecoNer)mer t0om.8&aFxd MO nt) CENT. OFADINB2%299 scwm NTS 1 7 -22 ULU "IU m = NOM. PANEL WIDTH -7' DLD HEIGHT= DOOR UNIT HEIGHT - 10.125' PANEL HEIGHT= DOOR UNIT HEIGHT-1.866• PRODUCT REVISED Aa Complying v ;ffi tho FloddR eullding Code NOA-No. 17-0420.12 uplaelon DpA02/17/2020 * r No. 59705 Design Pressure (DP) and Anchor Quantities Required, (for all approved eongguratlonoon Sheets 2 A, 3) For comerestragai ercho ng. on 90• or IN* earner un e, ese sheet 11 Maximum DP sham below (May be limped by Table 3A) Dom UNI HU hi Table epplles to Glass Types 4, CA, Bar I 84" W" 96" im. roof 6, GA. 7, TA, 0 B BA and anal 69- 18 O 73TIB Ot Tl9' O 95 IB' D O 91-7/e" D O 97-70' MO SlllerAstmgal types Sham below. AnchorGreup I Anchor..uc I Aonor. Anchor Glou Anchor Greup Anchor (vow p I B I G 1 0 9 I C D I A I IS 1 L D A B C 0 A a C D A B C O paalnPraeoure +FB0.0 mr £ s + P. 1i Howell (:4+1 L4+1 C4+1 C4+1 CN1 C4N C411 1:4+1 CAN CAN CAN C4+1 Choi G1+1 C4a1 fk4a1 C4+1 c4a1 C4+1 G+1 GN G+1 C4+1 C4N 24' DID Jahn B B B 8 B 8 0 8 0 e 8 8 8 0 B 0 10 10 10 10 10 10 10 10 P-hack 6+7 BaT 6+] 8+7 T+B ]+B Tae 11 T+B 7+B 7% ]a8 1 T+B 748 7a8 B+9 8+9 8+9 Bag 8+9 B+9 8+9 8a9 N.N. PNalwa +A90.0 r 41A2.51`0 +A760 at 28 HeadlSBl C4a1 Cq+t CI+1 CAN CAN UN C4+1 CN7 Ii1N GN CO+1 CAN G+1 GIl 04+1 C 141 C4+1 C4+1 C4a1 04+1 CAN GIN C4N C4a1 �• DID Jamb e 6 e e 6 e7+8 0 10 B 0 I, 10 B 'B a 10 10 t0 10 10 10 10 10 E P400k 0+] J7 B+7 6+1 ]+0 7+B T+8 ]+e AB ]+B 7a8 T+0 AB T+B 1 AB 8+9 8+9 8+9 8+9 8+9 8+9 8+3 Ba9 Deako Pmseure H-90.0 / +Iffixpar H76.0 1 fYI 29' Head1S111 C4+1 C4+1 C4+1 G+1 CON CA+1 C4+1 CN1 CAN 04+1 Daat CAN ClH1 C6+1 U+1 CAN C5+1 ce+i CO+1 CAN MI C5+1 C4a1 UN a 3S DLO Jamb 10 B 8 8 10 8 8 8 10 B B B 12 10 B B 12 t0 10 10 10 10 10 10 0.heok 64T 6+1 W] 6+7 7+5 7+8 7+8 HB 1+0 ]+B ]+8 hB Bag Ba9 8+9 Ba9. 8a9 Ba B+9 9 8+9 8+9 849 E+9 849 Design Pressure +A90.0 Per +/-82.5 s/ +/-760 Pet 36' Heatl191B 04a2 CM2 I C4+2 T CA+2 CH2 C4+2 CN2 C0+2 C5+2 C'SEM CS+2 M42 C6+2 C5+2 C5+2 Ce+2 U5+2 C5+2 C5+2 C5+2 OLD Jamb 10 B 8 B 10 B 8 8 /1 10 BB B 12 10 10 10 1T 10 10 10 P-hook 7a8 7+8 ]+B T+B T+e ]+8 ]+e ]+e B+9 S+e 8+8+9 819 8+9 8+9 8a9 8+9 8a9 8+9 849 8+9 &Sign Pressure 4A80.0psrA /-)2.6 1 ♦/-75.0 par 41' HeelAnut C6+T CSa2 CA+2 CA+2 Cd+2 C5+2 C8+2 C5+2 C6+2 C5+2 05 +2 CA+2 C6+2 C6+2 C5+2 G5+2 C6+2 C6+2 C9+2 C6+2 DLO Jemb 10 1 B 8 8 1 12 1 10 I B I B 1 12 1 10 1 8 I B 14 1T B e 14 t2 t0 t0 14 1 10 10 1 W P-hook 7+0 7+8 7+8 7+B 8+9 6-9 8+9 0+9 1 B+9 8+9 0+9 8+9 9+10 9+10 +10 9+10 9N0 9af0 9N0 9N0 9N0 9+10 I 9+10 9+10 NV I t 0.'+/-U0.1r Y3Y YUK U Vi.0 1 TYC.I 9.�, aK /N. o a or, qro/.1 rvn u,rao 1 vc r EXAMPLE ON SHEET 9 NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL. DLO WIDTH = 2) WHEN USING THE 2-1/2'SILL, POSITIVE WATER Die IS 46.67 PSF MAX WHEN USING THE 3.1/4- SILL, POSITNE WATER NOM. PANEL WIDTH -7' DP IS 60.D PSF MAX WHEN USING THE 4' SILL, POSITIVE WATER OP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. OLO HEIGHT= 3) 4'.3-1/4' AND 2-IM SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I -LP SILL IS NOT AND DOOR UNIT HEIGHT-10.125' MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.865" 4) SEE SHEETS 1044 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. 11 A. 91 Cr1C OERT 111a.IFNS V1NS GNIT RNFFTR 1n A 10 PnFr ARRFMRI V nFTAII R. Intedork P-hook le,ksdle®Jamb Straightrnbly Assembly Lochs Ashy 5valgh[As[mgal 90ssembl al Assembly 90*AsLockstile@ 90'Aslmgal 135'eenblyl Assembly 35-AsLockstle@ 135'Asbagal Heawduty Soles Heavy-duty5tlle Heavy-dutylitile Heavy-duly5ule Heavy-dpty581e Heavydury Slle HeaW-dury5tile HeawAuly5t8e Heald-dutystue Heart' -dory Astragal eJ—JJ Outsitle Comer„ OuWde Curller�' Inside. Canner Ilultl Came OUNir ' ,r_[��1�U Indde Co Comer Partp61 xT ( ) Parttt61 Parttl61 Part d6l (Stile) Part,6B (Astragal) P,061' Part ISBII[olmer 6ecCiverl Part tt119 (Out) Part tt120 pn.) partsiTtlikp32 (Corn. & Fxd Moun0 Part#6l P]wxIP1� I rFxroFAum re¢ae StAW0 I NTS1 8 +22 1 PGTD130 Sill Haight to Max. (+) DP (Water ln601a0on Rating) SIII RIs¢r Height (+)Design (Flat or Box, see Pressure, psi Sh4et 17) Flush-l-1/2" sea 1pte3 Low-2-ifY +4B.07 w9n-4• +so.o SEE NOTES 141 OR LENGTH OR RATIO 21 OH RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED 9 compliln, with the Florida Bond[., code NDN-Flo. 17-0420.12 Expiration Date 02/17/2020 TT * i N0.58705 A. LYN I DILIER P.E. NOFRAME "0i10•P-HCOKANCHORAGECONSISTSOR SEE -CS -CLUSTER SEE (9) P-HOOK ANCHORS, SEE°C5°CLUSTER MAX. UNIT WIDTH ETAILS, SHEET IO SPLICE SEE"C5°CLUSTER DETAILS, @ (PERPENDICULAR TO GLASS DETAILS, SHEET IO FOR FOR ASTRAGAL ERIOR PLANE SEE TABLE 2, SHEET7 ftEQUIRES'C6° SHEET IO FORINTERLOCKNOTE, ) INTERLOCK 24" MAX. O.C. THIS KETS CLUSTER, SEE AND"SHEETEE POCKET (10)P-HOOK C-_____AMID MOUNTING I`0•' LREIXIOUAMB NSTALLATION. ADAPTER I 6MAX !°rj HIS SHEET ANCHORS MIDWAY i o' 3'MA)(.SHEET14 BETWEENP•HOOK I ' 4PAIRSOF of y ANCHORS&AT 3° i zFRAME ANCHORS FROM TOPE 14•M1Wf.D.c. o zfMAx aG ,� i e ANCHORSIT io+ 4.051' ANCHORSBOTTOM IOI o D.C.) .TO OPENING Ik+a I 1 I _ I O®=P-HOOK HEIGHT PERJAMB EDGE OF POCKET SEE pn o�- 1 O ANCHORS (SEEJAMB g 1r Mnx. D.C. INSTALLATION 101 7J DETAIL 'Jc'&1(d, DETAILS imp ® I��—f mo=P-HOOK BELOW) END PANEL SHEET I4&PART loi A MOUNTING I ` 29°F ANCHORAGE DETAILS V&V. „ i®j �,,. � a. MAX, ADAPTER (2 ANCHORS) SHEET 19 FOR i�=-1 'ANCHORS O.C. o-lj--1L x •i2° P-HOOK �____ 8_ INN-x EL ANCHORS y y - x 'y ✓ ENO PAN z' x z ANCHORAGE END PANEL x, z y x z x zz xzx 6'IMX� ANCHORAGE(SEE ANCHORAGE z xx z *' �•a2' �•ty SKETCH BELOW) (SEE SKETCH BELOW) .° �.y CENTERLINE 6'MAy'•TyP• ANCHORAGE ANCHORAGE�ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL f 2.04" 24-MAX. EXAMPLE 5-PANEL 2TRACK, 90"OUTSIDE CORNER -0X)WO- EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. g8'X96"NOM.PANELS. ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3, S HEET 8) 6. SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL ANCHORS MAYBE ADDED 1) APPROVED ANCHORS: SEE TABLE A SHEET 1 T— 2) ANCHOR LOCATION SPACING FOR ANCHOR T CENTERLINE OF QUANTITIES SPECIFIED IN TABLES I-3. SHEETS 6-8: O • I INTERLOCK HEAD & SILL: 8- MAX FROM FRAME CORNERS. PANEL PANEL USE SPECIFIED CLUSTER FROM APPROPRIATE SEE°CS°CLUSTER WIDTH TABLES, SHEETS 6-8 AT EACH INTERLOCK AND S,SHEET IO STRAIGHT AND CORNER ASTRAGAL LOCATION, FORIN FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL •,VANCHORAGE INTERMEDIATE ANCHORS PER PANEL. 36" ADDITIONAL ANCHORS 24" O.C. MAXIMUM. AS NEEDED TO ALIGN THE Ems'+ HEAD OR SILL IFA SPLICE 21' OCCURS AT THE P.H00K MAX O.C. PRODUCT REVISED complying with We Flodda B.Il4ing God. N0A-No. 17-0420.12 6.64" Expirathm Dal 2 17I2020 6° MAX. By Miami- a uct C•ntm CENTERLINE - JAMBS & P-HOOKS: 6• MAX FROM BOTTOM, 21"MAX. ANCHOR PAIR O.C. (JAMBS), 14- MAX. ANCHOR 'j� OF PANEL2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE I 2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB •i2°ANCHORAGE ANCHOR PAIR REQUIRES SEE "G5° CLUSTER END PANEL "4M51- CENTERLINE CENTERLINE DETAILS, SHEET IOI�ANCHRAOF FGRASTRAGAL I F (2 ANCHORS) gINTERLOCK ASTRAGAL �I 3.5" I MAX 1 • UCENBp'+�( + EXTERIOR t/ CENTERLINE "i2'ANCHORAGE CENTERLINE ^+2°ANCHORAGE `CENTERLINE Z y} Nw 58705 I OF PANELS OFPANEL4 OF PANEL Z, - SEE SHEET II FOR OTHER INTERMEDIATE ANCHORS 9.2h1t1u N)` iWO iEtlONLOOrORNE o.Wce iV '•, S TEBl MYFJdCE i1.1lT16 ANCHORAGE SPACING & EXAMPLE PLANS 'P e ' 4y: (et84epnsm _ '. Fs\'+. toRloP.: •�?,I rmr. apwm.sseso SERIES 770 ALUM. SGD-LM IMPACT ''.SIONgL �N\,� �A 0{0.Vi) C CGRPECiEDEXAM1IPIETO UPMTED ANCHGR VAW6ertw aR yl \ JR fOT4N4 sGgam NTS 9 +22 PGT0130 C P.ES64I0.5 ASTRAGALOR ASTRAGAL OR S ICE LOCATION ASTRAGAL DR (FOR SPLICE SPLICE LOCATION {�. INTERLOCK INTERLLINE I IFN EDED INTERUCK'�7 CONDITION, USE IF NEEDED CENTERLINE 'C6'CLUSTER DETAIL) CENTERLINE CENTERLINE I 1.75' 5° 7 1.75' 7 3.5" ^ D G d° D 2.04° 2.09' 2.04 E\TERID 3.5' 7- EZTEwoa 4 DWG. 7• EXTERIIXI 7• 7 3.5' _FF�I FF� FF7� V 2-TRACK FRAME HEADISILL V 2-TRACK FRAME HEAD/SILL V 2-TRACK FRAME HEAD/SILL (aJ ASTRAGAL OR INTERLOCK 1p'l A9TR5 OR INTERLOCK @l ASTRAGAL ORINTERLOCK ERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE B CLUSTER nurunvv evc RFrrttxxrAlS1°I ANCHORS ARE REQUIRED, -CS-) ANCHORS ARE REQUIRED. -CB-) F, FxrEFLwoc v 3-TRACK FRAME HEAD/SILL AASTRAGAL OR INTERLOCKOR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, •C41 ASTRAGAL OR I- SPLICE LOCATION INTERLOCK-[ IF NEEDED CENTERLINE I 4-TRACK FRAME HEAD/SILL (rD ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED.'C4") ASTRAGAL OR (FOR SPLICE INTERLOCK-1 CONDITION, USE.' CENTERLINE , "C6- CLUSTER DETAIL) 2.04- 9° EXreRl6a 4°DWG. 7' 3-TRACK FRAME HEAD/SILL Q ASTUSEWGAL ORINTERLOCK. (USEWHERE5 CLUSTER ANCHORS ARE REQUIRED,UIREO,'C5°) 4.06" ASTRAGAL OR (FOR SPLICE INTERLOCK-1 CONDITION. USE CENTERLINE I cv ncreu \ 4' EK ERIOR 15 4-TRACK FRAME HEAD/SILL 0 ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, -CT) ffFI. OFRIH =m 6'DLAG. 2.04' %TE 21' MAX. O.C. 21' 5.64' MAX. O.C. 6• MAX. —2-TRACK FRAMEJAMB 6'm9 ANCHORPAIR T ASTRAGAL OR I__ SPLICE LOCATION INTERLOCK IFNEEDED 204°- CENTERLINE 3.5' T TjVjEI21' 4' DIAG.' O.C. 2.04" T- EXiER10R ANCHORS MAY BE INSTALLED - EITHER IN THE EXT. OR INT. 5.64' I 4.a- `— 5-MAX II I 3-TRACK FRAME HEADISILL (ASTRAGAL OR INTERLOCI(OR INTERLOCI( (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMD ANCHORS ARE REQUIRED. "C6•) ANCHOR PAIR FOR SPLICE FOR SPLICED ASTRAGAL 00. CONDITION, DO NOT CONDITIONS ONLY: INTERLOCK'^I USE THIS DETAIL) SPLICELOCATION CENTERLINE I -+-I 3.5° I'— IF NEEDED _ _\ --1 3.5' r` a' 4• DlaoA ° JdDIAG.2.5° 3.5' Cj 4-TRACK FRAME HEAD/SILL Q ASTRAGAL OR INTERLOCK (USE WHERE B CLUSTER ANCHORS ARE REQUIRED,'CB') WITH & WITHOUT SPLICE CONDITION 5m-m I MS 1 10 • 22 1 PGT0130 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P-HOOK SEE SHEET S. PRODUCT REVISED as plying with the Florida Dalldiap Code NOA-Ho: 17-0420.12 Expira0on D.102/17/2020 O: 0 A �O : ]j,0'., STTE� ;�� °1S10NAL BNG.. 2XV INTERIO EAT I --1 Ft\ J 2.04' EXTERIOR /\J 90-CORNER 2-TRACK FRAME HEADISILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,•G 4.09" 4.08' 6.12' 4"DING. 6.12° INFERIOR EXFERIOR 7" 4. 3.6' 4' 2.04" 7' EXTERIOR 90- CORNER 2-TRACK FRAME HEADISILL (USE WHERE 6 OR B CLUSTER INTERIOR 1%J4}° DDIIAS. ^F1' ANCHOR CENTERLINE f OF PANEL 4' DIAG.I ANCHORS ARE REQUIRED,°C0°) ANCHORS ARE REQUIRED, 'CD ANCHORS ARE REQUIRED. 'CT) I OFPANEL EXTERIOR INTERIOR 4.08" '+1^ANCHOR v3'ANCHOR 3,5• INTERIOR 7.411a 7' 1 1 4.08" I 4' E%FEflpR 7. NFERIOR 7' r-I/\' 4• 90' CORNER 135- CORNER 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/S ('C8° ANCHOR CLUSTER REQUIRED ("C6" ANCHOR CLUSTER REC AT ALL 3-TRACK CORNERS) ATALL 3-TRACK CORNET INTERIOR .6•12' - INTERIOR 2.04' J%0- E%TERIORINTEMDR 4. 3.6- 135°/ 7' E% WOR ~— T — 1 J 90- CORNER 4-TRACK FRAME HEAD/SILL ('CB" ANCHOR CLUSTER REQUIRED ATALL 4-TRACK CORNERS) NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON M 2. DETAILS DEPICT ANCHOR QUANTITY AND S IDENTICAL FOR EXTERIOR OR INTERIOR CDR Jq OWEN] C NO CHANGES THIS SHEET. JR 'w" : 'q ATALL 4-TRACK CORNERS) ALLOWED. ToroFECTwaoov. AND WOULD BE m—,,rt— VFIGURATIONS. ml)�Iwo CERF.KAUM ffid]SB ttanm,/abv scraoveuane E ER Oft 2.04" 4'DIAG. 7• t�CENTERLINE CE7TERLINE I OPPANEL OFPANEL INTERMEDIATE KFRAN HEADISILL LAYOUT 4R ON '+2-MONOR INTERMEDIATE ANCHOR LAYOUT FJIiERHIR ALL fl VIEWS V1 4. OIAG. PRODUCT REVISED a omPiyln� With Me Florida 2,04' eauomD9 �e NOA-No. 17-0420.12 3.5' CENTERLINE Db9R#len Dato02/17/2020 ' OF PANEL By mmmwaa .eaua conem 04" °+3'ANCHOR 4.08' EXTEmOP ° 3.5° u I un 2.04° I CENTERL OFINE �,�pµY LY.... , �PANEL 4 - EICENgE ' 4-TRACKFRAME HEAD/SILL [ T(;No58706 INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) :P*C )ALUM. SOD-LM IMPACT O.Nr NTS 11 -22 POTOf: INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 E%TMEflIOR 2-1/16"•1/4° Y MAX. SHIM TABLET, -� SHEET, 2X WO0D WOOD ANCHOR TYP.. TYP.,SEEANCHOR SEEANCHOR NOTES NOTE 3, SHEET &TABLEA,SHEETI ®2-TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., 2XWOOD SEE ANCHOR NOTES TYP.,SEE ANCHOR & TABLE A, SHEET 17 NOTE 3, SHEET 1 (1/4° MAX) E ERIOR I 2-111fi' EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A. SHEET 1 2-TRACK FRAME SILL INi WOOD INSTALLATION EMBEDMENT. SEE TABLE A, SHEET i EMBEDMENT: SEE TABLE A. SHEET MIN. OF THREADS BEYOND EDGE SHEET SEE TABLE A, SHEET 1 SEE TABLE EDGE DISTANCE: THE METAL SUBSTRATE , SEE TABLE A, SHEET 1 2-1l16"' 2-V16"" NOTES: 114" 114" 1. ALL DIMENSIONS o MAX. SHIM eX1ERIDR MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. T a 2. METAL ORWOOD SUBSTRATES MAYBE USED FOR ALL FRAME TYPES PER TABLE A 2X WOOD WOODANCHORTYP., METAL NP., SMS ANCHORTYP., SHEET 1. TYP., SEE ANCHOR SEEANCHORNOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET &TABLE A, SHEET NOTE 4, SHEET &TABLE A, SHEET 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD DIAGONAL &SL WOOD INSTALLATION a METAL INSTALLATION MIN4°(HEAD&SILL) ORB^ (JAMB) SEE WOOD ANCHOR TYP., 2X WOOD SMSANCHORTYP., METAL TYP., DETAILS, SHEETS I0&11.� SEE ANCHOR NOTES TYP., SEEANCHOR SEEANCHORNOTES SEEANCHOR SEE &TABLE A, SHEET, NOTE 3, SHEET SEE &TABLE A. SHEET NOTE 4, SHEET, ANCHOR ANCHOR NOTE 5, NOTE 5, SHEET 1 I SHEET 1 (114- MAX.) - ""'"` J. (114-MAX.) EXTERIOR IJ(1ERIOltr EDGE DISTANCE: SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET, 3-TRACK FRAME SILL 4-TRACK FRAME SILL WOOD INSTALLATION Fw METALINS7ALLATION EMBEDMENT: SEE TABLE A. SHEET 1 ��— EMBEDMENT. SEE TABLE A, SHEET 7 EMBEDMENT: SEE 1 TABLE A, SHEET i 2XWOOD EDGE DISTANCE: 2XWOOD TYP., SEE ANCHOR SEETABLEA, TYP SEE ANCHOR — NOTE3,SHEET, SHEETI NOTE3,SHEETI WOODANCHORTYP., WOOD ANCHOR TVP., SEE ANCHOR NOTES SEE ANCHOR NOTES & TABLE A, SHEET i & TABLE A, SHEET 1 EXTEWOR IW MAX. SHIM 1— EXTERIOR = 114•MAXSHIM 2-TRACK 2-TRACK FRAME FRAME JAMB JAMB 3-T 6B N HN WC EDGE DISTANCE; SEETABLEA, METAL TYP., SHEET EDGEDISTANCE: SEEANCHOR SEETABLEA, NOTE 4, SHEET SHEETI 2-1116"• EMS ANCHOR SEE ANCHOR NOTES 2-1/i6°• &TABLE A, SHEETI A,SHEETI IMAT,o Au A=M6 EXTERIOR 1/4" MAX. SHIM MIN, OF 3 THREADS BEYOND THE METAL SUBSTRATE _EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET i PRODUCT REVISED Bs....Igi., with the FIOHJa uilding Cope NDA-Ne. 17-0420.12 Expiration Date 02117/2020 THREADS "" BEYOND THE ,�`��NY LYNA METAL `,,y�� tJGEHSF SUBSTRATE 1H; No. 68205 wrmt�t A.LYNNMRLERP.E. 10/10/14 iurvsuxum ® sc.7. ATS 12 -22 PGT0130 O P.ER66l65 CO CRETE P RTABLE SHEETI EDGE DISTANCE: SEE TABLEA.SHEETI NCRETII 21116"' COR TABLE A. SHEET 1 EXTERIOR IEETABLEA :MBEDME: JrCONCRETE MAX SHEET 1SHIM PROPERLYSECUREDIXANCHOR TYR, PR WOOD BUCK TYP., SEE R NOTES B W ANCHOR NOTE 3, SHEET I TABLE A, SHEETI AN( 2-TRACK FRAME HEAD CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED IX CC SEEANCHORNOTES& WOOD BUCK TYP., SEE TABLEA,SHEETI ANCHOR NOTE 3, SHEETI SEEANCHOR NOTE 5, SHEET 1 (1/4• MAX) SEE ANCHOR NOTE S, SHEETI (1/4-MAX.) EXTE�fjuOR T EXIEWOR " 2-1116 ' 2 EDGE DISTANCE: CONCRETE SEETABLEA,SHEETI NT: EMBEDMESEE TABLE A, SHEET I PERTABLE I A. SHEETI 1 2-TRACK FRAME SILL Dc CONCRETEINSTALLATICN EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A, SHEET I NOTES: EDGE DISTANCE: EDGE DISTANCE: 1. ALL DIMENSIONS SEE TAB LE A. SHEET I CONCRETE SEE TABLE A, SHEETI SHOWN ARE BASED 2-1110— PERTABLE 21116" ON MIN. ALLOWED. A, SHEETI DIAGONAL O.C. IS MAX. MIN 4' (HEAD & SILL) 1 r SHIM ORB-(JAMB)SEE 114' DETAILS, SHEETS ExTERwa MAX, 10&11. SHIM ERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLYSECURED1X CONCRETE ANCHOR TYP., BUCK TYP., SEE SEEANCHORNOTES& WOOD BUCK TYR, SEE SEEANCHORNOTES& R NOTE 3, SHEET 1 TABLEA, SHEET 1 ANCHOR NOTE 3, SHEET I TABLEA, SHEET 1 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD CONCRETE INSTALLATION CONCRETE INSTALLATION ETEANCHORTYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX E ANCHOR NOTES &7 WOOD BUCK TYP., SEE TABLEA, SHEET 1 / ANCHOR NOTE 3, SHEET 1 SEEANCHORNOTES&-7WOOD BUCK TYR, SEE TABLEA, SHEET 1ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET I� (1/4'MAX) - I 1 MEMOR �21H6°' CONCRETE PERTABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEETI SEE TABLE A. SHEET 1 PER TABLE SEE TABLE A, SHEET I BEDMENT: SEE TABLE A, SHEET I A, SHEETI EMBEDMENT: SEE TABLE A. SHEETI FRAME SILL 4-TRACK FRAME SU 63-TRACK Ec CONCRETE INSTALLATION e CONCRETE INSTALLATION EMBEDMENT'SEE EMBEDMENT: SEE TABLE A. SHEETI �1 •- EDGE DISTANCE EMBEDMENf:SEE 1 ONCICMU ANCHOR �7 SEE TABLE A. TABLE A, SHEETI —J. TYP., SEE ANCHOR SHEETI �: EDGE DISTANCE: NOTES $TABLE - PROPERLY 51. SEE TABLE A. SHEETI WOOD BUCK TVP., IXWOO �� 2-1/16" SHEETI SEE ANCHOR NOTE 3, SHEETI •� 2-1H8" P OPERLYSECURED CONCICMU ANCHOR 1 WOOD BUCK TYP.. TYP.,SEE ANCHOR S ANCHOft NOTES; CONCRETE NOTES&TABLEA, CONCRE SHEETI OR CMU TERIM SHEETI _ ORCMU EXTTETRIOR PERTABLE 1!4' MAX SHIM I F--- LE fT 114' MAX. SHIM H.— A. SHEET 1 ASHT CK Gc CONCRETE/_C_MU I ALLATI @ C NCRET E/ROMU INSTALLATION (wquafeov cmr.OPauw.mvz� PRODUCT REVISED TABLEA,SHEETI pl on nlN Np ilotl4a m`m`4ama d� NOA-No. 17.0420.12 EDGE DISTANCE: Exylra6en nam 02117/2020 PROPERLYSECURED SEE TABLE A, IX WOOD BUCK TYP., SHEETI miam nct Cpnw SEEANCHORNOTE3, SHEETI CONCJCMUANCHOR 2-111E" TYP., SEE ANCHOR NOTES &TABLEA. SHEETI CONCRETE OR CMU 11111UNI/// E1�rEmoR11 PER TABLE ''��cENs •'•.�� fl V •Y A. SHEETI `J'N; IW MAX SHIM No. 68705 'P 1. SGD-LM IMPACT I "m ...t" °'aa R` &LYNN NILIER PE 13 122 PGT0130 C PRAS070 B INSTALLATION DETAILS NOTES: 1. ALL DIMENSIONS FRAMEJAMB SHOWN ARE BASED REQUIREDATALL 2.693°MIN, ON MIN. ALLOWED. INSIDE POCKETS _ EDGE EMBEDMENT: SEE TO PREVENT DISTANCE 2. FIGURES ON THIS WOOD FRAMING TABLE A, SHEET WATER`' P-HOOK MOUNTING ADAPTERWATER SHEETAREFOR ILLUSTRATIVE 0 o '• ;'.`'':: CONCJCMU PURPOSES ONLY. SEE SEEANCHOR NOTES SEE ANCHOR ANCHOR S& TABLE A, SHEET I FOR EMBEDMENT: &TABLE A. SHEETI SAMANCHOR NOTES NOT ALLAPPROVED SEE TABLE A, (ALSO SEE TYP. •'-'• TABLE A, SHEETI SHEEi1 ILLUSTRATION, SHEETS(+::!'r"•: I{ ) 1-114'MIN. EDGE DISTANCE SUBSTRATES. SUBSTRATES. - EDGEDISTANCE:SEE ,�, �.i}:+` � Ex1ERl0R 3. SEE TAKES 141, ABLE A, SHEET EMBEDMENT: "'"^,•'�•-l: pg SHEETS B-8 FOR SEETABLE A, ''•e`��'':`•2'•;'..:.•'•,.::i:•{.;• P-HOOKMOU,NTING REQUIRED P-HOOK 28 EMENOR SHEET '; ?; {'._ �..I ADAPTER CONCJCMU AND P-HOOK PHOOK WOOD ANCHOR TYP., TT V P-HOOK `•d •.'�-�•> '��•'�"?:7.•-'".::r: •- ANCHOR TYP., BEE MOUNTING ADAPTER ANCHORQUANTITIES. SEE ANCHOR NOTES CONCRETE OR ANCHOR NOTES&TABLE ALSO SEE EXAMPLE &TABLE A, SHEET CMU PER TABLE EMBEDMENT: SEE A, SHEETI ON SHEET 9. (ALSO SEE TYP. 2.883"MIN. A. SHEET 1 TABLE A. SHEET1 (ALSO SEE TYP. ILLUSTRATION, SHEET 8) EDGE DISTANCE ILLUSTRATION, SHEET 9) . FOR USE WITH FLAT SILL RISERS FOR USE WITH ANY SILL RISER ®P-HOOK PARTS #18, #20, #22 OR#24, ®P-HOOK Jc PARTS#16, 420,922 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES IA, 2A&3A MAYALSO BE INSTALLED IN (SEE TABLES IA 2A&3A MAY ALSO BE INSTALLED IN FORWATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIORCONDMON METALTYP., P-HOOKMOUNTING SEEANCHOR P-HOOKMOUNTING CONCRETEOR EMBEDMENT; SEE ADAPTER CONCJCMU EMBEDMENT: SEE CMUPERTABLE NOTE4, SHEET I; ADAPTER TABLE A, SHEET � TABLE A. SHEET ANCHOR S FE MIN.OF3 THREADS ANCHOR7YP., SEE A. SHEETI ;,- ES TABLE NOT & NOT ANCHOR S BEYOND THE METAL ANCHOR NOTES .'.'r:' A, SHEET i SUBSTRATE &TABLE A, SHEETI _ i. ( ALSO SEE TYP. PRODUCT REVISED ( ALSO SEE TYPEMBEDMENT: SEE TABLE A, ',ILLUSTRATION, SHEET 9)ILLUSTRATION, evlldWEMBEDMENT: SHEET 9)SHEETI r—��'E .., : 20 xaw-Np. 17.0420.12 'uEETABLEA,DI$TANQESEE :`r•!E.plm9on DASHEETI A, 'SHE Y 1-0f4"MIN. EDGE DISTANCE Y 30 Mlam -0 P/ uo ct Lonhol P-HOOK ISMS ANCHOR TYF30 E� P+WOK CONCJCMU EXIERMR SEE ANCHOR NOTES _TT ANCHOR TYP., SEE Tl &TABLE A, SHEET V ANCHOR NOTES &TABLE V (ALSO SEE TYP. 2.MIT MIN. A SHEET 1 2.893' MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ' ILLUSTRATION, SHEET 9) 1111111II III P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERSPARTS ........... '��` w #25. Kc 919. .#230R #25. EXTERIOR EXEERIOR CEN J EE `•.�!'�� METAL INSTALLATION METAL INSTALLATION CONCRETEINSPARTS CONCRETE INSTALLATION (SEE TABLES IA, 2A&3A MOUNT (SEE TABLES IA, 2A&3A MOUNT `y.: No. 58I05'� _ FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY =% *_ - . ;A� •• STATE OF "� '. IororELRxrnmromrE NWipM �.».� ANCHORAGEDETAILS E i (v. '',FSS'•.ORI01;,:'G�=�o uwm o <a� Rms» - cF�rr. LVAUMrozse SERIES 770ALUM. SGD-LM IMPACT JR 049Yi) L NO CHANCES iNI55HEET, e[vmvooan sa,yw y,m a.w mmr ALYNNM43FR,PE om� m mdy ..,,,.. :^Ie!Tnm m S m NTS 14 +22 POTO130 C P.E9adm5 Y CONFIG. EXAMPLES HEADER DETAIL'N, SHEET 18; INSTALLATION DETHEET 12&13� SHEETS 12 & 13 NOTES: i) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE SEE OP/ANCHOR TABLES, SHEETS BA FOR MAX PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 11)7-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB ORASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL& INTERLOCK COMBINATIONS PER DPIANCHOR TABLES. SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS 'De/ &'Dc'. SHEETS 12 & 13 MAX UNIT WIDTH MAX. UNIT WIDTH MAX. NOM. PANEL WIDTH DLO TYP. PER TABLES 1-3 IlfTERIOR . WIDTH EWERIOR 90' PANEL PANEL FPANEL TYPE TYPE PANEL CORNER DETAIL'N2', TYPE •QS• •A5' TYPE SHORAGE EET11 'A' 'IC ANCHORAGE SHEET 11 NOM. 17MAX. UNIT MAX. y PANEL / MAX HEIGHT INTERLOCK SH TAIL RNER PANEL 1 WIDTH TYP. DLO PER 'AT, SHEET 19 HEIGHT SEE PER / HEIGHT TABLES ExTEP R INtERIOR NOTE2 TABLES 1-3 rye JAMB DETAIL'GY, SHEET X X 13; INSTALLATION DETAILS x J 'GW &'GC, SHEETS 12 A 13 �, DLO WIDTH = NOM. PANEL WIDTH -7' DLO HEIGHT= DOOR UNIT HEIGHT - 10.125- EXAMPLE: 90° INSIDE CORNER 4 PANELS - XX/XX PANEL HEIGHT= DOOR UNIT HEIGHT- 1.888' STRUCTURAL POLYISOBUIYIbNE WITH DESICUNr Part d Description Material 124 KOmnleding4SGTPSSpecer System 125 Qua= Super Spacer nXT With Hot Melt Butyl See this Sheet for 128 Quane% Ducaseal Spacer Materials 127 Cardinal )L Edge Spacer STRUC UM SIDCQ E IS PRODUCT REVISED Ic y, ing IM the Florida INT. GLASS WT, GLASS Banding Dud° Nun-Na. 17-0420.12 ur KODISPACE 4SG TPS les SUPER SPACERGNXTa Expiatlon Da 2/17/2020 BF ALUMINUM Mloml-D vred... Donra REINFORCEMENT pOLYi50. DESICCANTFILLMR BUTYLENIS N18'NOM. N16'NOM. SEAL BUTYL& SILICONE SFAL DESICCANT ROLLiORMEO FOAM STAINLESS STEEL EM. GLASS EXT. GLASS—� \OI I I I111111, �V �Irvi.�una `q// `INT. GLA56 '•:P$ * No. 58Tpb +q DURASEAL®SPACER +°+ XL EDGET"SPACER �#_,fir*_ M O195H) C INDDHANOE$THIS SHEET. ICERL OFAI/M.J�mI II I ,--FrI OCttICJ//UfLLVIN. JVU-LIN IMrNU 'r41111""'P LJ\ \�,JL{V�I —7 ALY'--ER v£ x1 iwm - ,u`„°,nAO1O,�„a°G BGo-77a ES 15 - 21 PGTO130 C RE11=1 CONFIG. EXAMPLES INTERLOCK DETAIL M', SHEET 19 OPERAE ( -1—INSTALL IXED JAMB DETAIL'G2', ASTRAGAL HEADERDETAIL'A', SHEET SHEET 18; INSTALLATION DETAILS'L1' & 18; INSTALLATION DETAILS DETAILS'GW 8'G6, L2, SHEET 19 'AW &'Ad, SHEETS 12 & 13 S 1EEFS 12 & 13 PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' v 'D' IN JPANEL MA NOM. PANEL / UN HEIC WIDTH TYP. PE MAX PER TABI DLO TABLES 13 ---NOTE2,IlU HEIGHT SHEET IS a b a D C T HT 2 ES SHEET 18; Be, SHEETS 12 & 13 HEADER DETAIL All SHEET 18: MAX -INSTALLATION DETAILS'AW & Ac', DLO SHEETS 12 & 13 I� TIP., I . PEE PANEL PANEL f PE TYPE TYPE ,A, 'CS' '05 IVMAX. UNIT DETAIL NOM. / HEIGHT SHEET PANEL / SEE PER 18; Mm. WIDTH TYP. TABLES (STALL OLD PER NOTE 2, 13 ETAILS HEIGHT TABLES 13 SHEET 15 ETS a 12 X X X SEE FRAME & MAX. UNIT WIDTH \\ PANEL CORNER GILL BET AIL V. SHEET IB: � MAX. UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET IS 2( TRACK) TW& Del SHEETS 12& 13 EXAMPLE: 90*OUTSIDE CORNER -XX=(2-TRACK) JAMB DETAIL'11', SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL T4', SHEET 19 INSTALLATION DETAILS 'IV & L2, SHEET 19. � �'l INTERLOCK OETAIL'M', SHEET 19 'IC, GREETS 12813� /�( v HEADERDETAIL J� AMB DETAIL'H2, SHEET P-HOOK DETAIL TX& '',SHEET B', SHEET 18; 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12', SHEET 18, INSTALLATION 'HW 8'Hd, SHEETS 12813 'Jt','KW &'Kd. SHEET 14 DETAILS'BW &'He', DETAILS'IW &'Id, SHEETS 12 & 13 SHEETS 12 & 13 MA) HE F TA MAX. UNIT MUM - PANEL PANEL PANEL TYPE TYPE TYPE TANE .UNIT NOM. GHT4 ER WIDTHTYPFLES / / PER / 3 OLD NOTE2 TABLES I-3 HEIGHT SHEET 16 L � I I O X -- _ ,, EXAMPLE: OXXXp BILL DETAIL 'E',SHEET IB;- (3-TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ed, SHEETS 12 & 13 LEQI. OFAMdMN �- MAX. UNIT WIDTH +-I PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'M' 'F' IF. 'P' MA NOM. UN S A PANEL HEIC / WIDTH TYP. / PE SEE MAX. PER TABI -NOTE 2. DLO TABLES 13 Ii SHEET 75 HEIGHT 0 K T HT T ES V EXAMPLE:XXXO SILL DETAILT',SHEETIB; (4-TRACK, BY-PASS) INSTALLATION DETAILS 'FW & Tell SHEETS 12 & 13 FRIES 770ALUM. SGD soo-Trz ANTS 1 16 +22 Ill SHEETS 12 & 13 IP INTERLOCK DETAIL V, SHEET 19 ' 90' OUTSIDE CORNER DETAV1,11', SHEET 19 & CORNERANCHORAGE `SHEET 11 MTERIeR EXTERIOR NO:-TAES L WI. PE UNIT WIDTH 1EETS 12 & 13 PRODUCT REVISED eRMonco.PNln9w116I. 6WIdln9=o420.12NUA-Ne. 170. *: Ni,. 58705 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSRLE A3 MGA AS RAGAL ASTRAGAL ASTRAGAL INT CORNER 90LOWTILE90LOCM11-12 EXT CORNER EIR CORNER WRECEIVER INT CORNER 90 RECENER EX CORNER EXTCORNER 35 RECENER IWCORNER 36 RECENER INTERLOCN IWERWCK STILE WI HANOLE BOX OUT wx IN BOX OW BOXIN WIHANDLE W/HANDLE W,(�HA�NOOtl�L101i8 BBREOEIVER KCEI WIH NDLE1 WIHANOLLEt TYPES OUT IN WINANOLE W]HANOLE W/HANDLE y18 7., at A61 1L`= F PP K TR TQ TC TA TV TW I SIN MERE G( B E P A C C !C SQ SC SA SV SW IN NP(G// mm'M ST °° RR R Rn3ou0 S PX teSM FD FC FV FW + D M J J W/�=LE ��t4 gXM - LR PANEL NOTES: d BOX w/ HANDLE ASTRAGAL wwrvm N 1. SEE UP TABLES /� SIZES 8 DESIGN i?NI 1.3, SHEETS 5-SFOR PANEL PRESSURE. lL BOXIN J W/fIANME ear" LEFT PANEL TERIOR RIGHT 2. PANEL TYPES Tj PANEL ARE NOT REQUIRED NOT SHOWN OR CROSSED OFF FORANY CONFIGURATIONS F eat% T U STILE `JOREROR STILE ANDARENOTAVAILABLE. v @AY PVB PwaPPn 3.90- ASTRAGALS TO USE HEAVY-DUTY STILES INTERIOVER iB)AND EITHER F Il_ A=ox wo L � BOX IN T U PANEL SHOWN. APPLICABLE TORN 119) SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR EXTERIOR (k119) STILFJASTRAGAL REQUIREMENTS. ASTRAGALS. OR CORNS OR INTERIOR (A720) CORNER J R°TFO Rrt 4.135• ASTRAGALS TO USE HEAVY-DUTY STILES `°"� CIO LOLK9T4E RT C! (k81)ANO CORNER AODON (031). J W/HMDU!vI w BXTcORNEa Z BB LOCNSTUX QT QS SILL RISERS OPTIONS Q WI NANBIE t ~ 23'l EMEPJOR PRODUCT REVISED D' EXT CORNERIL'0 W RECEIVE0. CT S CS ?9T F-,—� EE ERIOR />, 06Y EXTERIOR /�, a .062• �l 4.065• he mPlYing wltM1 iM1O Florida Bu1141nB Oo4o NOA-No. T7.0420d2 W/HANDLE /] V Y' .062 3.303' RrrcoRNEa °81g 80 RECEIVER AT AS DF 1se]• .OeT 1 eePimnon Data 02/77/2020 DY =� W/HANDLE Mla protluN Control IB ' w OF (RFL�� FAT B LOW, 25E2^ FLAT O 24 90 RECENER MEDIUM, 3-1/44' H GH 4'E 61,py�1y/J �- •]� EXTCORIIER >S RECENEft VT VS VF >6P I-� � � EXTENOR ✓t �� .] IDMRIOR IVY CORNER WT WS WF EXTERNR a-1 BXTERIO$ OBT `r a 3.3. 4.0W. w/R 1.Sir SILL RISERBOXI ' X<3 :'ow J. SILLRISER BOX SILL RISER. BOX SILKRISER, UCENyF •.,(�% BOX t(. NO. 58]GS D19• . FLUSH, i-1/2' • NOT VALID IBH.'OR°asAz]s �1 2S 25 LOW, 2-7/2- MEDIUM, 3-1/4•• HIGH 4" FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS _ PANEL TYPES •; yT- 6.8 '%0 �'i j•� :•tY� ' O '• S TE GF 4A. 'TFS ::`.�an)on ,: '�?�• �/'rS�ONALIENG•• M1+Oa3a1600 n p'Ci CER].CfAINHRpf.o SERIES 770ALUM. SGD-LM IMPACT JR 049Y1) NO GIRNGES THIS SHEET. wvM.wTam p a oae a�naw wrt ALYNNNILLERPE. JR iW10/74 a,er �rA>na,eraeEEa°C b 5G0.TM NMI 17 a12 PGTD730 C P.EJ63)66 ASSEMBLY DETAILS (SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) 14 IN OF JAMS.,. . BO Mel6 G3 G1 RE�ERIOR 2-TRACK JAMB 2-TRACK JAMB (SHOWN 6°LONG CLP#—I- 105 WITH 105 W/RETAINER#106 OPERABLE 113 MIDSPAN (SHOWN WITH PANEL) 5 FIXED PANEL TO ��LLODK PAI�T THE INTERIOR) 113 >56 tDT- J-LEXTERIOR 16 15 112 am Xaia^ 123 FULL LENGTH G2 y6 Ems ,X3 OF JAMB 2-TRACK JAMB 2-TRACK JAMB CLIP#80 OR#105 61 52 W/SCREEN 6° LONG W/ RETAINER 9123 60 (SHOWN WITH MIDSPAN FIXED PANEL TO EXTERIOR 60 OR 61 THEEXTERIOR) 53 15 121 EXTERIOR 121 BEE DETAIL ON SHEET I6 SEE OETpIL ON SHEETtS SHOWN WITH 6, 2-TRACK W/SCREEN OPT.SCREEN A FRAMEHEAD - TRACK EXI 106 R3LLPANELJAMBLENGTI LID C qq T WOR61 IN 5 810)-R11 8 1T 00 OR 61 0 5 5 SEEDETAILGI FOR FIXED 8O PANEL CLIP �68 i°oii SEE DETAIL G2 163 FOR FIXED PANEL CLIP 5 103 BOOR 61 6 16 iT EXTERIOR E%TERIOfl 60 OR fit FI EXTERIOR �T�1 fLEXIERIDR U 3--T//RACK JAMB 3-TRACKJAMS \/4-TRACK JAMB 4-7RACK JAMS H1 (SHOWN WITH (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FVEDPANELTO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) 121 SEE DETAIL ON SHEET 15 EXTERIOR a Irn Ir iri �i�r �nrs err �t�rr I PRODUyCT�g,REVISEO es ®3-TRACK 4-TRACK MAX. UNIT Du1141AS co-PIDa&wM the Radda FRAME HEAD D FRAME HEAD HEIGHT PER x0A-NA. 17-0420.12 TABLES 1-3 ftp;.ti. Data 02/17/2020 W/SCREEN E 3-TRACK 4-TRACK Q;: ` -``. �2-TRACK FRAMESILL FRAME SILL FRAME SILL =Yr; No. 58703 *_ ' REM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES _ O V 1.3, SHEETS 6-B FOR DP (PSF)ASSOCIATED WITH STILE. �AU F�- Tom TEcrwotocrowrz na++.' �D'\ 3{ ll/• RO)P,: •G�C�'\ k vENKE FLaNTs VERTICAL SECTION DETAILS ''72;�N11 AL EN.�`�� ee'cERr. orwlN.e2en6 �SERlES 770 ALUM. SGD-WINDOW-LMI JR O1b-7 4 NOCUNOE5 MIS SHEET, twfw- we A.�y,.e � A. L"N MILERPE. °' jR" Dryq G0.170 NTS 18 ✓ 22 PGTO129 C P.EN56705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) E 4INTERIM e1 110 115 Xd3I n n '° 1,° n zrEw°R a AL YS6 CORNERSTANDARD ANDARD STILES 460 IS M @WITHHAW-DUTYSTILEGAL S61 2-TRACK SHOWN EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN , (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR(BOXdN) 135- OUTSIDE CORNER O1 2-TRACK SHOWN CERT. OFA MZid o rr w��m .T-L DITERIOR 135• INSIDECORNER a 2-TRACKSHOWN ERIOR INTERLOCK `ITEM 610 N. ITEM 60 (STANDARD STILE)ALSO INSIDE CORNER APPLICABLE, SEE TABLES 6DO' 2-TRACK SHOWN 1-3, SHEETS S-B FOR DP (PSF) ASSOCIATED WITH STILES. PRODUCT REVISED complying h'INI the Florida 91 6uildlo, Lod. LOCK PART I5 10I-11 NOA-No. 17-0420.12 CRIES 770ALUM. SGD si o-m NTS 1 19 + 22 QINTERIOR *.. No. 587M �( * =A'•. f.f �O,c s'4T ag i �,: (NAL1EN.r 0. LYNN NIDER PE. P.EJSCNS NOTES: 1) ALL ALUMINUM = 6063-TB 2) ITEMS H 33.39, 55-59, 66, ]8, 04-09, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. 910 SMS OR 3116' MASONRY ANCHORS ® 24' MAIL O.C. PRODUCT REVISED I oa oamplying wltN It. Florida B.NdI.8 CCoEE NDA-NP. 17.0420.12 BapintiDn Data 02/17/2020 BY Miam1-Da rotlue on rol `N\1111111 ]1]] ...... • a llLFlygF ? * : No. 58T05 _ goy •., s �E ��; ]0]Nl£fJPA1CG�Y TDwve� ;ARTS LIST �i�CCs •/F<ORIOP..GXG�`� 1 ' @ OVAL E cmr. LR'AlDlt Haas SERIES 770 ALUM. SGD-LM IMPACT "lIf❑\1"` Wenaie]ezv wfaae a�qn A.LYNNMLIERP.E ,P4T "a ° SOO770 NTS 20 -22 PGT0130 C P.EB W05 m oaaSnT A..e,. L NOCJIANGESTHISSHEET. JR fOYO"11 Item DPLVGTO POTO Deeoriptlan 1 11300 BIJ30a 2-TPACK HEAD 2 1T303 BIT303 2TPACK REPO WRH SCREEN RAL 3 11309 BI1309 >TRACK HEPD d 1P12 01T312 a-'IPACK NERD 9 113U 01]3W FRAME SCREW COVER B 1T31T ,BU31T FRAME f1EA0149MBAWON ' ] 1T]01 BI]31N 2-TMCi(66L 0 1]301 BIT301 2-TMIX 661 WITH SCREEN PAL 9 1T.f1U BU301 YTRACKbLL 10 ID10 BIJ3ID 4-h1ACK 5¢L 11 11313 BIT313 FRAAE bILLTRAIX INSERT 12 17115 BIT31S FPAMESLL SCREEN ADDON (SEE NOTE 3) 13 I]31B BIT418 FRAAE SRL SCREEN FNDAODONO3EE NOlE 3) td 1T3W BIIXB 2-TRAIX.WAB 15 1T302 817312 2-IgAGC.NMB WRH 6CREENPAL 18 MOB B1T.R18 }TMGK JANB 17 1)311 617311 4-T�NCK 1M10 18 1i322 B1T322 HILL RISER - ELLS. FLUSH, 1-0fl' 19 ITJ19 017319 aLL RISEN -BOX FLUSH, 1-U2• 20 tT321 B1T321 SLLRISER-FIAT, LOW, 24/C 21 fi31B 0]31B SLLRI9ER-BOX WW, 2-12' 22 tT39 817355 SLLRISER-FIAT, MFDMM.3-114' 9 1]35d 811359 SLLRISFA-BOX MEDIUM. &1l4' M 11321 017323 bLLRISER-FIAT, HIGH, 1• 29 1)321 B1TJ20 bLLR19FA-BOX NIGH, 4' 2B 1J39 6N20 POfiKETP-HOOK 2] 10m 01010 NEOPRENE BULB WBTP FOR PAWK 2B 17J31 BITA9 POg0:T P4d00K NWN] 29 1T335 BIT335 RIbOK COVER 30 1]318 61T31B POCKET PNOOK FOR BO%gLSER 31 1T3TB 01]0]B 135 WRNE0. 32 1T3i8 61T3)B 135 FLKED MDNNT REN51033 APE SCREEN PARiS: 40 1319 01?259 SCREEN 6IDE RNL-LOCKSiLE 11 lLOCKWObK SCREEN lACKSET 42 41810 9CNEFN KEEPER SPACER GET d] BtW 80152 6CPEEN P3IERLGIX PIUVPTEP 44 1120 6I428 SCREEN DOUBLE Nn:PLOCK 45 1]0 812250 BOAEFN TOP RAR IB 4318 012251 sCPEEN BOTTOM P/1L 11 858. TSRAE STAIJDARO ROLLER 18 BBB TSRAX 5IA00ARO ROLLER-ST. bIL 19 IlM 04N1 SCREEN ASTRAGAL 9 11319 fi1T349 OXO SCREEN ASRUGALAMPIER 51 109E 01092 SCREEN BPLME-.1B5` 9 189 81699 6OVEEN 6PLWE-.158' 53 - 81810C20 SCREEN 0.0TX 51 1T25 1/2X1' %1/10'SET. BLOCK, NEOPRENE BS db 55 R28 1'%4'%111B°GEL BLOCK, NEOPRENE 85 yd Item I D�GTO PGTR Oesclipfion 60 1T325 BI]3 PANEL STLE B1 1T320 01i32B PANEL STLE 0IFAYY DVIY) 82 1]32] 81]J2T INIERLOG9AOAPTOR 9 1225 6-IP2/8 VINYL BUtB WS1P.-THN (4JBGE WR:RIDGO 09 1129 ]1]29 SILL END WFATHEPSTHP PAD 05 1J32B B1T32B WfFRLOIXSCIIEW COVER Bl 1]329 BtT329 ASTFACAL BB 1T339 017339 NEAW DUn'ASIRAGNL 09 11324 BtT329 TOP 8 BOTfON AM TO 1T350 ItT350 WEIITHER6RiP FbENSON (WJECIDN MOLDED) 11 15L` 11695 1-12'%1'XY1•HGH FIN SEAL OUSFPLWS ' ]2 819 ]819% LW OEM ST. STL ROLLER ASHY. T3 et9 ]819N TPNpEM NYLON ROLLER ISSY. ]4 SILICONE WWd99, WWd1950R GE-TTID TS mBs TBI6$% GEbINIMORTGE SPLVOWLLOCK WRANO TRIM PLATE iB ]IO32XIFPF% eID32X1°FL 995CREW NB TYPE'F°TP ' TI T103239 11132 STEEL DNC UNU] 79 P35T B935T 1.1B BEAD 80 iT359 G1T359 T/16°BEAD/FI?EG PANEL (AP ' 81' U300 BU300 9110'BEAO 02 I22d BiP&IK VWYL BULB WEAINERSIRP B3 a1T45 1195 LOWS Nq ll2 %111a"bGL 6UEAOR TAPE, POLYEm. 1a0 8052 4809 BOILER AD4 NOTE PLUG " 1W T2D0I .AMB BUMPER ' f02 109a T1899 WSTPWO 161 0108 781 BD( 1'KEEPER 101 B9 ]501a=EP 8CIIEFN LOCKKEEPER IBS 1I31d 81T3U FDED PANEL WP-9'LONG 100 ti352 011352 F09:D PANELPETAWER-NIB° LOT 1]39 TI]]9 HANOIE KP-IITERDR PAGED WIIHIHUNB TLWI IDB 1110 it]10 HANDLE KR-PABFB E%IERIORHANOIE 1D9 1131 ]BIG25N WWOIE KR-PEfESSE0 N1FRpR Vr1]H 1HUN8TUPN 1f0 1]32 IOOB NANOtE KR-RECE6SFD EfOERWft RILL 111 T10XIIPPSDA%Yf0X34•PH: PN.IEK-6S. 112 1235 m519 VrS1P,.90 %.fID-FW SEAL 113 1T12 fi1090 .IOI'X23O•FNSEPL 1N 110X115PPX BI0X1-IR' 115 TINAPT YIDX1' 11a IIOX1X Yt420X 1'9.5. I1T ]20%11DI Y14-20X1-112&B. ' 118 tT13B B1TS1B SO DEGREE CORNER RECOVER 119 1T331 BUStT AlOEGREE OUISOE CORNEA ASAIPBAL 120 1T30B B11T3]B DEGREE PLSLE WPNERASTMfigL 123 1]352 811852 FDED PANELPETAWER I/B' . 5.089" 8.58T 0.080' 1.211' 1.605" 0.081" O1 2-TRACK HEAD 10 4-TRACKSILL (6083-TB AL) (6003-TEAL) ff8 198' -I 1.211' 0.081' (D&TRACK HEAD W/SCREEN TRACK (6063-T6 AL) 0.520' 0.060• 1.505' OB 3-TRACK SILL (8003-TEAL) 7.105^ 6.221" 0,080" 1 271' 1.606' 0.081' O3-TRACKHEAD O2-TRACK SILL W/SCREEN TRACK (6063-TEAL) (6063-TB AL) 9.142" 4.49' 0.080" 1.211' 1.505' TF .1' Oq 4-TRACK HEAD Oi 2-TRACK BILL (6063-TEAL) (8053-T6 AL) 1.574' IIII----- 0.08 1.260' 2' 0.532" 0.080' 1.516' OFRAME HEAD/JAMB SCREEN FRAME SILL BCREEN ADD-0N 12 A00-0N (6063-TEAL) (6063-TEAL) REQUIRES MIN. #10 SMS OR3116"MASONRY SEE SHEET 17 FOR SILL RISERS. ANCHORS Q24-MAX. O.C. 0.060" 0.760' 7.A90 DFRAME SILL SCREEN 13 ENDADO-ON (6063-TEAL) REQUIRES MIN. #10 SMS OR 3116' MASONRY ANCHORS ® 24- MAX O.C. MV Wl R9(ZIS M10 �1mw cFttr. av,wx. szazae 5' 18 3-TRACK JAMB (6063-T6 AL) 0.062' 1.01 A' 0.081" SCREE 40 STILE (6063-T6 AL) 5.069, I-- 1.045' T 1'� 0.082' 14 2-TRACK JAMB OOFPAJL 45 SCREEN OT063.T6 (6063-TB AL) (8063-T6 AL) 4 4-TRACKJAMB (6063-T6 AL) XTRUSIGNS EMES 770ALUM. SGD -W IMPACT o yw scu>7tl NTS 1 21 x 22 PGT0130 -+I r- 0.875° 1.993-li L 0.062° SCREEN 46 BOTTOM RAIL (6083-T6AL) PRODUCT REVISED BUI�E1nglCedewilh Iha Floritla xau-rvo. 17-0420.12 Eaplm6on oa1n02117/2020 * ! No.58705 •rnnn/•' ALYNNHILLER-PE P.ED58105 cl 0.718' O.B3° 2.304' 3.802' 'y 0.0:6T 0 I � 3,602" �� 0.752' 0.162' 0.885" -7 0.574' 0.796' 1.163' FRAME JJJ SILL 0.075" P.HOOK MOUNTING 0�P-HOOK SCREW 5 SCREW COVER 11 TRACK 2a P-HOOK 28 gDAPTOR OCOVER O.OBO° 30 P-HOOK FOR 80X RISER (6063-T6 AL) (6063-Te AL) _ (6063-T6 AL) (BOfi3-T6 AL) (6063-T6 AL) (fi063-T, AL) -4 .755' 4• 2.3D' 1.488' 0.080' 1.7 -10.830' 0- 0133' 0.06T 1303'1. 0801870".3.125'e+ 0.062° .016• 7.974' 244" 3.725" INTERLOCK INTERLOCK 31 135'CORNER 3x 135•FU�ED MOUNT eo STANDARD STILE 9+ HEAVYDUTYSTILE P 95 (6063-T6 AL) (8063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER (6003-T6 Al.) (6003-TEAL) 3.979• w0.075' L695' 0.126' Bi STANDARD ASTRAGAL (60B3-Te AL) 0.201' +I 1- HEAVY OLFrY ASTRAGAL 6B TOPIBOTTOM RAIL (6063-T6 AL) (606346AL) 1050' 1.050' -y 1.050' j� UW .289' I ,6f111_(I 4f---)I 81S 04S .045' .045' :�-- GLAZING 71161GIAZING 9/IWGLA2ING 7B BEAD(I.E.) BEAD, FLYER 81 BEAO PRODUCT REVISED (6063-TEAL) PANEL CLIP (6063-T6AL) asIjy"Img1lzI� IN the Florida (6063-TEAL) NOA-No. 17-0420.12 1.0O3" A2.8 4"0.75r0060•o.aso•+B5 F0.709' 2.O ANEL CLIP Od33'(6063-T6 AL) 1.498' 498' L.550° -+0.883 F- 0.709' +p3 FIXED PANEL 6.021'-RETAINER. 7/8'0.080'�-II- } (6063-T6 AL)1+990" OUTSIDE MRNER ASTRAGAL FIXED PAN IEL i1B 90' CORNER RECEIVER (6063S6 AL) 10a RETAINER. 9116' (6063-T6 AL) (6063-T6 AL) ce� oF,vmtexvae 5.621' 0.133' 4° 12B 90• INSIDE CORNER ASTRAGAL (6063-T6 AL) 22 + 22 1 PM130 e><Fvauo� * ^ Na. 0705 SCANNED BY St. Lucie County MIAMP • DADE 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-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Roam 208 T (786) 315-2590 F (786) 315-2599 www.minrnidade.gov/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 -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is scn ed herein,—ir as een esrgne o c e Florida Building Code, incl ' e High Velocity Hurricane Zone. )N. Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPRbVAT DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mulli ", sheets q rough 25 of 25 prepared by manufacturer dated 08/29/11 vGry Sion C dated 06/19/17, slgn�ce �sea7ed fi�Patthorty L7�aring the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No.17-0630.01 Mu+nwane couNrr Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page I PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 16L0819.05) 2. Drawing No. 6300JR, titled `=Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014) and with FBC 611 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasenda, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5' Edition (2014) and FBC-6' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series `'PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0630.0I Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS IGUREt MULTIPLE F—[PFNINO WIDiH iCH VERDGLL MULL-- MULLIONS / see DETNL9 MG,G,H; 51¢ET91i SEEDETNLS i " L1111 SHEET3H9 Mah. LL �HORRONIAL MULL — IENGTH MULL �H UENGTH r GFGN� � r HDGHi r LE; II SINGLEMULLION SINGLE MULCH `1 S FE CORRESPoND W G DETPAS FROf.1FIGURE1fnOVE WOES/STANDARDS USED: e2017 FLORIDA BUILDING CODE (FBI STII EDITION e2014 FLORIDA BUILDING CODE (FBC), STH EDITION eANSVAFBPA NDS�201S FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL ADMQ015 -ANSI SIM12 .AISC36610 /11 1 SE A. / sx I SEEOET �IIII TT 9I4£T3 j�F.0112 MULL LENOTN—I. MULTIPLE MULLIONS GENEPALNOTES; 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN AREIN ADDITION TOANY ANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION, TYPICAL APPLICATIONSARE SHOWN. EACH SITUATION IS UNIQUEAND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FORTHE BEST INSTALLATION METHOD, OPTIONAL INCH 2)L WOOD BUCKS IF USED, MUSTBE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BYOTHETS. 2) THE TYPE AND NUMBER OFANCHORS I$ CRITICAL TO THE STRUCTURAL PERFORMANCEOFTHE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS'FREE-FICATINT AND CO NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION CLIPS. BUT SHALL NOT HAVEA GAP OF MORE THAN 1/4' FROM THE CLIP, 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN UJB0. THE 113 STRESS INCREASE WAS NOT U3E0 IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEAUNG OF ENTIRE ASSEMBLY IS THE RESPON5IS ILITV OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE DOME NED WIDTH OR HEIGHT OF ONLY TWO ADJACENT ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN P PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS 0) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). T) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS, 0) REFERENCE: TEST REPORTS: FTL-(! 3; ELCO U.TRACONIAGGRE-GATOR NOAS S) MULLIONS AND CLIPS HAVE BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS, OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACTAND NOWMPACT APPLICATIONS. MULLIONSAREONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS MANG CURRENT APPRDVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE W THE HVHZ GENERAL NOTES....._..:._ INSTRUCTIONS ....._.._......—._ 1 ELEVATIONS ..,_..... .....__.....__.1 MULL TO 2Y WOOD...-.._......._.2 MULL TO IX & MASONRY --- 2 BSTAMATWN NOTES...._._._. 2 MULLTO MASONRY .................. 3 MU LL TO STEEL SNO-...........,.. 3 3V X325BAYLWLLSPEC&..._19 45'X 325 BAY LN LSPECS....._'A ATI WON A CIN DIMENSI0KG.-..21-23 EXAMPLES 162.........,........ _ 24 LOADING EXAMPLES .... ............ . 23 QUANTITY HEJGOFUNITSW INDIVIDUAL. MULTIPLE MULLED ASSEMBLY I$ UNLIMITED ENT$ OFTTHAT THE SPAN AND OPENING YOVHEIGVR OF EACH INDMOUAL MULLION COMPLIER WITH THE REQWREMENTS OF THIS N0A PRODUCT REVISED as plYYinB with the FloNtle BuilBing D tlO \ nla.n��.F�Ma xDAaTe. 17.0630.01 FOR THE OPENING USING THE ASCE•T STANDARD. THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH, TO SHEET 2$ TO DETERMINE IF THE WIND LOADING IS"REOTANGUIM OR'TRIANGULARlTPAPEZAIOPL'. TABLES 1A THROUGH 16A ON SHEETS 5 THROUGH RESPECTIVELY, USING :NOINGIFTHEMULLICNISSPAHNING VERTICALLYOR RCRIZONTALLY). THE USED IN STEP 4)ABOVE. FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REWIRED (LBS1. THIS TABLE ON THE SAME SHEETAND USING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE .TTERNh1AYAPPLY) SELECT AN ANCHOR CLIP PATTERN ANDVERIFYTHAT THE REQUIREDANCHOR IS HIGHER THANTHE DESIGN PRESSURE REQUIREMENT (WSIFP) FOR THE FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAMLS.Uol HANG 0) VERIFY THE DESIGN PRESSURE RATING (LBS�FT) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LSSIF P) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALLAPPLY FORTHE ENTIREMULLEO FENESTRATION PRODUCTASSEMBLY. B) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECHIOMPLICATON WHEN USING THIS NOATOAPPLY FORAPERMIT. ENphation Data 05/26/2021 * No. M705 DETAIL De I HIL e: •••—�• MULLION TO 2XWOOD BUCK 1ON MULLION ATTACHED T BUCXSTR TrP.mD. ORWOODFRAMING FmsOs l WOOD HUCKANDM ONRY 'A"�� sEE SEErA3tE (OFFSET CLIP SHOWN) (STANDARD CLIPS OWN) er HE 1. I 1 MIWWI 1 FEf 6 1 11 SEE 6HEElS a Ia j rgNCRETE IXYCMU EITIERTNE 1 I 1 DMFORHOLE LOCATIO13 ° �SIFE9EETR STµD�DD 1 F OISTNif£ 1&13B OFi3EF L41LL a EWE e e M65WIiY NST&UE BE LBI/NfE ITI�LSME�w ° I scRD L ..° FDR Rs SIDE VIEW 960'MA%FIX1 y ALL MJLIK#W a ' ° 6iMaNin E . pFFSEFMIILL NPMAYeE a EXTERIOR Irlsralsosr ixlsMEnIDD. °ED. a i Ds FDR ° FLR m WONKY � ANUIDPS EXTERIOR �° mvoows SEENOTE I. SHFi'!1 SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACRY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE. THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, BBTHERTHE STANDARD OR OFFSET CLIP MAYBE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD. HEKHE D OR FLATHEAD. A) WOOD DUCKS ARE OPTIONAL• SEE DETAIL C. SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMWADE COUNTY. USE ONLY MD1M1-0ADE COUNTY APPROVED ELCO ULTRACON OR ELCO iW B.S AGGR TOR MASONRY ANCHOP (K �� SEEiAEI 19-1. PRODUCT 9REVISED ..O RP Mq ennnm�e DuCaNe liMtla T A AWMEM NDA-Nq 17-0630.01 BYDIHER9, P1FaN011 Det00$($6i262i EMOEIXAENF - SEENOTEI, BY ' Mlaml=PMduct Conlm MN$.TI61LOfaAIETEORCW , FRONTVIEW Iq\IUA4A r �N C,YVry `t L,\TENSE * i No.58105 A. LYFINMILKER, P.E. FL P.E.95ETD5 DETAIL E: 3 DETAIL C. y tsr Mm MULLION TO MULUON , INTERSECTION NOTES: MULLION DIRECTLY ATT CHED TO C t MASONRYSTRU URE (U-CLIP) 1) MAY BE INSTALLED IN'FEW OR 'GROSS' #1B (STANDARD CLIP OWN) �"I INTERSECTIONS.g w V s Bk 2) MAY BE INSTALLLL INSTALLED HORIZONTAY d (SHOWN) OR VERTICALLY. i p. ANQ10H L , N EITIaRI p sussrpnTE, EFANOAEOWnIE TABLES ta-ta 3)SEE ULLIPDRAWINGS. U-ION. 21-23 >;s !U oTFSEr AUU i. TOP VIEW FOR CORRESPONDING MUWON. �qO INSiPIlEOBY II l e EOGEg4TMIfE MUWON W O _ TH18 MElH0U �' NK,N .q�RY VARIES-F� j N 1 x@SRIMSCREWS. N 1 SEIF-0RIWNGORpRE-0 'j \\� MXLICNANQWESMS a W m Oo EXTERIOR °a � Z THE OLFSETCIIDIS q F ¢ F➢GE ANCH GE RECdAI£ lIllED R /my PoRM45 Wa • IINFWws, 61111MY LVLLP ELTIGN :2 \\TVl 3 � Y Xso Z ALSOBEUSE➢FOR If d' ornER FRAa¢TrvEs. EXTERIOR x ¢ Z IN 2] n9 GONGRE]E OR CM19J FRONT VIEW MN l.] R51 CpJLREIE tli CIA( SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEOMENTTO BASE MATERIAL SHALL BEBEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MLTLION SIZE SHOWN ABOVEARE FOR PICTORUV. REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAO, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAM40ADE COUNTY APPROVED ELCO ULTRACON OR 0 00114' S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SH M.ANSNWI SEAEE.TABlFS e' lull 11 a FORS1El0-.Rl.THINNE FRONTVIEW to GA.woGwpuANrwn ..EA.. MeACNFf ATTAgIMENT9Y 0T EXTERIOR USE WSOlSMCHORSPEC NOTES: 1)FOR U WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 21 SEE CORRESPONDING MULLION TABLES. SHEETS 8 20, FOR QUANTITY OF SCREWS. SIDE VIEW. SIDE VIEW ak— Zqqm m PRODUCyCT REVISED 2s co-g CI aIW LNe Fi.dd. d. NOA-No. R 17-0630.01 Px,ll Data 05Y262021 y No. 50705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEEEETAIWAM. BHEET82M'03RBRINS AlATON x T08PECIFlC 5109IM1E9. SIDE VIEW aXo WITnrz4•X.I2s. µuLLON .EXTERIOR RRO.0 s ER. ]wµ—ORN4sc- 7 ' c 7 •a, n i NOTES FOR INSTALLATION OPTIONS F. 1) DETAIL IS NOT APPLICABLE FOR THE BAYOR 1.26'X2.11-X.12V MUWON, 2) SEETABLES 1S-139 FORANCHOR OQANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2XE CLIP IS NOT SUITABLE FORTHIS APPLICATION. DETAIL G: DETAIL H: ANGLE MULLION CUP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) O J/ BTEEL,awm Expim or Date :W OR MRSONR, R)OENOA S BY g MIomI-o vm u PER 4"j F asi O d i H III NOTES FOR INSTALLATION OPTION G&H: A aONY LYNX 1) USE 2 ANGLE CLIPS PER MULLION ENO. CLIPS MUSTBE INSERTED INSIDEOF MULLION. �P�. L1cENSF 2)DETAIL G: SEE TABLES 1BE46 FORANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE )♦-j' NO. 58705 LOCATIONS. -9t 3)DETAIL H: SEE TABLES 15B OR 166 FORANCHOR QUANTUIES AND SHEET M FOR HOLE LOCATIONS. A. LW FL Mellon CapedtY Table 01nifto, O%PNUN, WIST DamerlicBEyspanirp mutidm) or OpenNB HtlDbt(TNhodzadelyapal2YrIS InOims) Wla sam 74F PIT, Nm loom I'll 1, 1401, lion I x21.125 NM0lwm1 leel Pema9wPI to.,, TmpTh" ..on He.mlwly ln6nB rapiim ICCMO Rxme6Ma IVMNR 1y/Itl+q lo[NO Neeand•r IRd, nannaeR, L�WnB Pe.No L^al, mprm[.9 tgtlee RnInnBYI Lm . Taprnmle. Sae". F.e. �l.r Lad" ]nWrn.m. 9aIII, Ramawl+ LeNEI Trw'm[ro L[^SnB Nom. TYbe �^ g��Sg IN � 1� sal _PggL.P§j &� 5� �k �� 8` �8 s� h �o I �� Ir7a' 8d� �$ Sd 21 as v" �� 8 a1 a�� HE a�� ag 'MBmon s� a�5_'&ry6�¢@'g 2cla 111.9 IW IMA ]E w 400 I1d9 IN no 40B two 18 No 98 INA 319 @I b2 td.0 319 55.9 408 1N.0 11B 46.6 AW INA 319 UP 408 INAIIAG UPN 34.1 No 610 3N BR4 A2 ]]A N2 515 SE WA NB 462 312 W3 NB 41.3 NR 81A 3N ]].6 ]1] 81,0 bl ]11 ]@ W.1 2M '190.0 61.0 3MKNIAR RIP NI NIT b4 W] 201 M.5 TR 4S8 2G1 "I II4 NP NI 621 IN IM N1 501 3M 31.0 at 44] NO MA 01 A9]210 4.I NJ de.] 49..3 V.S Nin 93d N] ..6 P2 A1➢ N1 49.6 392 3].B N] M.B IN UP 3R 41.5 IN 14R N] U4 IN 233 211 .4 193 INA 21] .1 1. TRIP N] 26.1 ]31 1B] WF ]aA 200 a1R 170 3).0 200 b1 R]A XU ]1.P IW 300 R1.0 1W N.] EW Zl.i IR9 1B3 2W 33B f9] 16.0 3WIN WN]111HWA1Y 111X9 215 tb IRA 161 46 1M 108 lot 2Li b]2 WM 26.0 109 WA IQ NA IW Ml llG N.0 1W A.1 NA 1N ]2F II3 UP BA] 1e.6 leg 1. 111 IRA I. VIA WNO ]6F 109 IN 197 109 19A II6 Ie.e lei NN ITA I. 183 1N -- - Mobor Ca aal Table ¢ 6Wvpe@. 21Y 6ftIW a keera Hoary emuMWA FYIC6CMY PT WtW B^eul Manor Elip Patterns ..Ti, N+B'Ft[Nrt[[M IN'F[pWatli 115"Ekp Ylae. 3'I6•Eha UPEp[n 1/P EC[llMwn o'B" trme, IWNDRo A,NUor 01081[N R[2v(6556raa N1R8kL Nll W2811. 8.t G51 RANMWe[(mk 1' 2-1T V 2-IW }1/R' 1' IT 24?19' Y ii ' 'I,. EmhLLm(" Ilk 4a14' 1-Yd' N'4' 0.11' Y 1-vP I.1/d' Y Lllpff411: 2a01q ]W Ee 1W� NOIb 2.Po m[ 11H' ]N m[ or. 1<RlbRok e,1 9ITA Ntb 11aa[IIXaM N$M4M1Mn® I.IsuiR..6INodA(mOM1NCliElo-2k 4WIq ]W Oa WA WA WA WA OEO baWA NIAWA WA e02 to OaSm+O4M[Me®5'A9n o.L./RILSAneb Clp[I wp. ]% 'Nal ]Wb RROm iWOb 1.P5Not. 6W R[ WA TN IM9R 1q PINE WRBa BBSWJoe IN, 0 uAY Ni+. D, 1.11 Ne. I2SA1m.(Pe. 4F WA WA WA WA WA WA WA WA WAWA WA WA WA ,1MG 1PFp U'P. ek umee 1I. as0[ 416m[ PEKE 11s1M Re ea 111W slOml DIN 4QIN Re 22+IbN8WIA." 01.1S Rea. 0.L/., 1N0� Pe 2.IY 1.. WA WA WA WA iW G[ WA N/AWA WA Nth N3 m[ WO@s 1 NOTE FOR THE OFFSET CLIP, U5E THE SAME ANCHUH YP I I EHN' UAHQ R VALUt5 Aa I ME 51 AryV cur, a ANCNORCAP.„ GORRESPOINU GTOAN ANCHOR CAPACITY TABLE FIGURE I: FIGURE2: TABLENOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USINGTHETABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURES: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL PESTRCRONS SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI M1 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0 . WOOD SHALL BE PRESSUR&TREATED FIGURE4: FIGURES FIGURE@ YELLOW SOUTHERN PINE WUHAN SG OF 0.55. ALUMINUM SHALL BE MNKFTSAND BEA MINIMUM OF.125" e THICK STEELSTUDS TO REA MINIMUM GRADE 33AND.04V THICK(18 GAUGE). STRUCTURAL STEELTO BEAT THREADS BEYOND STEEL, THEMATERIAL #I108R12ANCHORS INTO WOOD MAYBE I"SSOS. OR4�10 B.5.LREW OFTHESELECTED PRODUCT REVISED PHIng w5M the Florida Bulltlia, E e ...... 17-0670.01 loapiratlon Date 135*612021 oU mlamw r uc n m A. LT2 FL MYI60n Oa ec Tnlle slH' Opening MIDI Ugrwb1 W1Ysngg1lg "ws) pf OPenM9 Height (tarineml el"I emirO wi inu) mX Win min mX asm 1me 121E NO 1mm 1[3xd76 x Melbs ImBeN rnyrrm¢ 1AVb0 ne[loo:m Lire Ttebew tm11re F.umipnu ImNB nmmbo. tmNO Pev+maur -coW mnTmna n.wanwur l�ry *rpymvry. Met. nmu9tl® Imtl$$O tNylMm 6vN9 nNMwly IaielN LaNrp LOW x.a+.2, 1u46 mmyeig Im1Np u+eflre r LeNYp Tmllwe to Yp AIuMuno Mull � �� I $laMre � �� $�Is aF ImB ® liC'B W +3+.1 4@ Imn Am TID.1 E@I Ilde ® VY5@ te t6A9 517 %e eB 1W8 517 m7 ® IMS 517 BG in +WB ¢n S07 6@ be➢ n7 +219 6m taB Ne tMA mi 119.z NB me 5@ mB ser 1B39@ %.e 39i me' 6@ %B 1W W) 5@ We 3m 131 mR %B M m0 5m NO dmm613M 1mR MO nle 3R me3.9 3)I ml Z% Ka 056 MeW 'm3 Ei Me 456 Bet 3m I30 M en0 SY 3/.0 69 WA = A,a Me me ON B33 NO T12 en me YID SIM am 514 OA %3m G.B als V.T Im 613 M. Ne Ise SIM MI as Im ate MI 1aR im me MI mF W] 3N mp im 5"0 3N WS . 446 iN NO EI [AO' 60 SSI 311 E4 ISa NO me EI -5 MI R21 E4 aa5 i9 t99 3N WS 533WX -1 'bl 6].4 ]53 NB 191 44R R49 3A4 EI1 ]19 191 see91 31.1 EI me EI ]51 3R Y4 199 m9 ZN t93 Tdl e1< IA 1&e 1W Ai EB BBF MB zS Q.0 Y10 NO NO R4 RA ilb ]0Bt ]93 A0 3l1 ]10 a— lberCep NV I C: eon I ne Vf ra[ i Lur. we me anmc rvawvn rry mnn rv.......n..n. FIGURE I: FlGURE2 TASLENOTES: 1) SEESHEET i FOR INSTRUCTIONS ON MING THE TABLESAND SHEET35 FOR NFORMARON ON LOADIN L SEE SHEETS 23 FOR GENERAL INSTALLATION METHODS FIGURE & ANGLE CLUIMUST BE USED IN PAIRS. FIGURE4: FIGURE 5: HGUHEG: 1 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OFENNG WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-n HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIM ENSIONN. RESITUCTIONS SHOWN ON SHEETS V-23. FIGURES SHOW SUGGESTED, APPROAMATE HOLE IDCATIONS. 4) 5613STRATES: CONCRETE SHALL CONFORM TO AGI 301 SPECIRCATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT ICMU) SHALL CONFORM TO ASTM 0.90. WOOD SHALL BE PRESSURE -TREATED YELLOWSOIRHERNPINEWITHANSGOF0.65.ALUMINUMSHALLBE6N8 T5MDBEAMINIMUM OF,12S THICK STEEL STUDS TO BE A MINIMUM GRADE 33AND AW THICK (18 GAUGq. STRUCTURAL STEELTO BEAT LEAST, 125• THICK MD AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 BMW THREADS BEYOND THEMATERIAL #10 3 #12 MCHORS INTO WOOD MAY BE STEEL, I"S.S. OR 4105.E W.— n N a? 11ee a� %Oa PRODUCT REVISED IN Comp "tle ONIUN IAO ROOM. 9UIIJIn9 p NOA-Mo. 17-0630.01 MR * t No.58705 10 A. LYNN WLLER P.E. ' Marion Capanly Table eWl' Opening Will (far AeNea%spemnlp 0MIi0m) or Opening He19M (Tar ID4mNa3/apeMlg IN1110re) Saw mN "In WN .,a noel INN Palo Iola 1 az761 RaopW larval wrong,. Lodo Pe`wWlar LuenB Tre'rear. lo[Jne Fecla9Ar Arena Trep'Tl.re. LuJne 1@ttarsom, w ern Reamong le[Br0 Penn'. LowellLsed TnB/nlup. ftc ar Teal Tagil. U=1 RMfln➢" Logo TnpTlvq. Load", ncicryor Lnrdne RapiMva. mean, ncan➢IBir land. 11rJ. L�nl Jib AINn. TOO g� 3 Fdffi2 d2� e8 <`ffi�4 Sk`'g mw Oao mD ".1 45 Im.e Tw ITO.O em tan 6® No SY legal.2 INO 519 INO Hl- Iran 69 IRo tzW in.O sH Mail 1301 IN.o ml ins law IRo Mi 11t5 fool Iran ml 40 in Von All nRD m9 II.. MO 110.0 SN 17" on 1]to 630 IRO IM3 1R0 M1 1518 1199 110.0 M Use 1138 'No Bo "&a 1139 170.0 too MY It3B also 6o as.4 11A ins mn son.in 1Rn 747 Inal M] lon Val 1 17LO 631 UUA MDT! 17U 01 1w.e IOn Ins ran 130.5 IM2 1T&O T47 117.4 Im2 1RD ]M no Ina] 1IDd TM a1B IM 1Nd 10 T36 Iva Imo 7. Nw 170.0 ]9i Van 612 101.3 00I 'No 6% 1162 nm 1W] no in., Wl MESS 3N InIA BT WA 714 M.9 W 141.1 70 Ve AN I40..0 No 62..1 W to,0 NO -6 M Lao ]W go in lw,l R5 151a ON 1pd Rs 1]Od oil .Lod As 1fa0 us 01 >an to] Mb ]a4 1N R9 am 715 NO MI 576 58a "S lan 9N 5L4 No Me 5N "A 18 014 fiA Mln 121.E Bad M130A 5)o to,e EM 111E mT m.0 eM ➢9.0 6a M2 aM M.1 on, 67.7 6M no 531 MA M9 NA 6M 50.6 OR NO Mi 0.5 6M MO 021 MI 6M N.. MI 5 S Mln 1M.0 aT 112.4 M W.3 M Mt ml 717 of 05.0 MI W] Mr Ti.1 4W 111 Bo 71.5 4M no 607 61.6 VN H2 6W M.4 AM Me "T W] 4N M.1 M7 RT 474 S lYw BId $10 95J w] aaa alp na 4]4 5&e ID aC, 120 61b 310 5T8 Hl 4W In 9a7 413 One m0 Ma ae HO SIO a.➢ 402 'A3 510 N.4 so. 29.a 510 M.I a9B . Nln WA a5 R6 4as 5T,0 a0 61.] MY 496 46B %A M6 a9 a6 4ad ON MA a$ wd R3 M7 se 41.6 Me ida 4M 37.7 DE DIA 45a 38.0 3M 21.1 e51 U.l SY Taw eA2 41a alp M1 not a3 5&6 in a.B 433 aA MB al 4a1 4A1 3W W7 05 40.9 Loa 32,1 415 Mi MI Me 435 NA N9 nB a5 92d NI 20.1 a6 S] NO Ww 4I.6 W al NO %6 M1 sal 2M W.9 an 31.6 Us Sal MY M3 05 233 =7 25.7 91 =9 327 UT 260 frA 3]i 21.0 S2 11A m1 IBJ IM asln 3lt Ml MA M] M.l 261 No 2M M MY Me M 21.5 an 2M oM 1&1 2E 91.8 340 IT N, I. III 14 R6] 1fl9 2M 1001n 243 III YYJ 20 M2 2A me M1 Iva Our too 1M 15.1 nr Ian IBs win M] 21, MY 1➢4 HA 211 1.1 1B1 19B 215 16A t66 INw 1741 1G DO in Andre, Covancilh, Tablefib.] 3uwins en C&fta 9.M. NOIIax UaU rose .MU PT VAIN WW L16'EN[NMcbn mr 51B'FJ[oftWA YIC Ekb'EY UIP6:mAncllarCllppatlemaUo-Vor1A1pwMOM.Ftlae t/9"ove., 11Ew[ 1N'69 F1n 1N1. OIYS.W M2StrtlAndlwrypr lnt 1• aVY.1rY svY t• 1.111' 3.Ile z 4a" Bx• Bola"EmbMmwRBnt Wine W/9• YA• z r.t/a' i.v9" 1.Ira• 1.U4' r IYB' mnu990d ee ]Wh5 Ni tew kl Tp2i 1bi 7IOIba 10 3191[e WIIW &6W %I Wi 42 be 9<11w MDISe A[eMn® I. I S NKO. C I a.. -or Lava CN lol w0 E5 Me beA WA WP WA WA WA WA Wtlba Me Ile Haan 4Ar 6 wn o clDlolAMeOpliroBt iaBp Ima BW t9Mlb9 Slo ors No,W Man mi. aa11w �Iha .111 11mil ATbW 9 OAS wn OG. l Udlp, inw.Ul Alan. IFle. 41 WA WA WA N/A WA WA WA WA WA WA WA ]150e tAaenall4TpFB.9F MEd Oa 1B96aM e4M IM ke Iha 3701w Ilan wave AN he INN6 MI we 1Mh[ 1 AnMM9 IAV Nw O. L/FLIIp py.6S lake anheWA WA WA WA NIA N/A X/A 9910r w1W M016r NOTE: FOR THE OFFSET CUP, USE T HC bTUJt ANUHUR rql I Gtry AMU AINUT/nv Uaaa, Au FIGURE I: FIGURE 2: • 1111 • • • • o FIGURES: • • • ANGLE CUP MUST BE USED W PAIRS. FIGURE 4: FIGURES: FIGUREe. • ® • C__D CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. TABLE NOTES )X MULLION CAP.,o„�I' ANCHORCAI THIS FORMULA TO OBTAIN THE •ANCHOR 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR F CT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.21 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUFFILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WCOO SHALL BE PRESSURE-TREATm YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE fg) iT3 AND BE A MINIMUM OF.126a THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04T THICK JIB GAUGE). STRUCTURAL STEEL TO BEAT LEAST AU' THICK AND A36. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 00 3 M2 ANCHORS IWO WOOD MAY BE STEEL, IM S.$. OR 410 &S. OF THE SELECTED PRODUCT REVISED eunemplAgo wan the Florida w6 toad NDA-No. 17-0630.01 Expiration Dola05/26/2021 MomMIPP redact Demo * : No. 5B105 ...,.. �.. MRIIIOA USURY TOMe IRmet Op.mIrll Wiblh(tbl.,fi Oy-SOB MMUliws)pTOponINHcIBM19(M1VbIva118R}ep Iota SOM Nh 7010 NI I ME 1WN LPN 1401n 1NY 113.1aa ReOMnwYr I:% TrgT1 B. WAnB R(CNIIMJY =Z. Tkpfllap LmdnB a.Uaaa LwbnA TIyrtARq, LExd1C ibcRr r LEWnp TnP'TivR Lewin, R.l ll. LwOen TepT, 0 LUM, PVNmpUv LwMO Tylblvy lmFuq Jv Lee Tr," n0 Reel ;,Er Lm11n0 T.and y. Laalm RU.Phha LaaNY TryIT11n0. IEBBIy .saDAlum. Ili _ xa. fr@ Ftr s �•_aTY60V.Mullen��3tr trleis O8 x� aC d a2dF6)0 170.0 435 tm,0 ]N Im0 Oe U)O NB SOO Im.0 Bad IRA 610 Into tIM 1]00 st IMO U40 IMO a .B 531 tse.T 10M +]00 stl 1Be.t 1B]➢ tT000 RO IRA 634 170.0 e% 17.0 6W DO, 093WO IN.O 11A IMO N1 1RA 1275 1RA N1 170.0 1417 1R.0 NO 111A 1417 .0 N0 185 111] 1t40 BN iB6.9 1411 110.0 NO IMO 747 70.0 SN t7O.o N9 1700 NI 1704 1W0 NI Imo Its ROD TO 1619 12M 170o 747 1..] 12N IXO T`A IZBe IR.O ]59 1W3 12p6 tr0.0 7N OIA 12N trao 51N IM.o W7 X. Bu 1... We DD.0 NI OOA tlR ]54 IMA 1s0.T nN 170.0 N] U19 11M IMO N7 i2BA 113o T70D BN IM5 HN 170.o Ut N.1 $IN ITS0 eel M3 mo 17MO NN 1T0.0 BN 1I00 RI 1165 %5 1®5 l01 R5] BI5 tIB 1NB WS 1]23 T9! as G1s t9A Tle "a 015 11e5 Tdl T32 915 114.4 715 NO B15 114A 715 US 015 11M 5 51.8 OID 1818 T10 1]B.3 NO LIDS 61V RO BN N1 W.B &q 1122 ON NA B30 1M.0 BN 7S0 NO US ON e].3 BW MS WB M.z B'O W1 NB LTA BN 91 WBNN mill TST 140A NO 110.0 Ul ttd m W.] ]SI WA a 75] N.1 014 7M 75/ N1 ON 65.0 T37 012 BN 55.0 7F RA SN 472 737 70,2 N1 41.3 IV R2 1 r[In 1St.7 0% It.I BR BL. NB BIA NO T/.7 6a9 Si0 6L. CP R2 5H .1 BN N.5 814 NA e% N.3 504 NA 6N V2 N] SIS NO 02 07 3LB Ne N2 US 011 80.4 465 72.1 91 7fl0 4N e. NI 00 51.1 511 00,0 M Ifl0 511 fi5.5 4W Q.2 371 fi1d 150 M.0 Stl I1.0' 151 NA 071 NA IQ SLO S)1 MO NO Teln 800 512 0.4 474 N.7 642 70.8 4W 5LI W NB 50.0 N2 59A NB 4M !R 5L0 N2 WO 312 41.3 AP N, SR42429 306 %2 40.0 W 25.0 512 G.1 42] NN 521 IW 63.t N+ NA W 4U 19 ]T2 4W ]4B WS 401 35.3 US 289 07 N.1 9]0 US 407 U. 3O4 21.1 N] .t ]37 10.8 IN N.1 ffi 18.9 4W L.0 91B 39.0 358 ]TS ]t ]0t .. 3N as ma YJ.1 300 21.5 MB 'MO 2A6 its aM 21.0 Y0 1S] NB I92 2& INh AD.I 2N N.0 MS t11 N3 iSB 01 21.5 iBA zN I0tUS51 31d 1B7 R,3 2R 211 'W J.310 21O 16.6 jW__ W.9 3]1 154 i07 10.3 'QdImin Dl ffi Ed AB f0] 22B IBD US 15.7 AnchorC cl Table 9uNwW. 2.h faNlelO ].l4 fvc. IOO CMUI FlIM WAt pTV Yeltl Padime AlwruMbreTy LwirC F1cENh'MteY[aapn•' E• ICE VNBW CV19md.wnE9%k' o Y1rC EI[[NIzR.mm• 1/PI• EkO VItlPpOldrr1 VEm AUaW SHS�Elca t1.. Ie AUUaMr I mtoS . a-p.wMI BeROrt.SVSNRp•tl 1 @pOIt Eaw 2 1sS, I r a4e• v L1Nrm•a r Ntd4 t-n^ x 1yEm0epm01MtAnkhorCOP 13R' V,Yp 2AMMR11115•MN 0.4 /BMtleN Ef UIpOQlptfel.11 901 by ]904 6501M P9]IN, 1Wbpe Rf iW Oe 914 P8 NIIEe Bi00p Ml lh 9131ta SNha IAE[tMr®1.1AMIn O.G(Shn4+4 kf-, SOp 11b. 21 [N be iWW NIA WA NIA WA N/A WA NIA WA 6N Ib WS 11z00p 4Mtk98Q3'MN. D.G/Rlgp MpY fAq /tR0.37 196a lNEe pN Wa IYOW t9SIM ml WA 7FODp 1401M fl91W Taal. B621pe 11201b 2 Ae0een le a45•Mn. a.c.runp, m1p.12YPLn. tF➢.41 WA WA WA WA WA NIA WA"SUSHE. N90p CQIN i11ps JI01080¢0 be NIp WAWA WA WA I WA I WA I %16[ N21W No1M NOTE FOR THE OFFShl OLIY,145t Ine ap awvutol8rA1 lwv • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: 5: FIGURES: • jFIGURE 9 • 1 UJ �CIRCLED VALUES ARE USEOINNTTTHHHEMP N SHEET24. TABILFNMES / ABLEWARI OMATIONONLOADMG1) SEE SHEET FOR QQyCS /�NG �TSEESHEETS2-4FORGENERALINS7ALATONMOBS, . 2) LMEAR INTERPOIATION BETWEEN MULL LENGTHSAND/OR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ABTM C-AD WOOD SHALL BE PRES IURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE US3-T5 AND BE MINIMUM OF.125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046' THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.I2S THICK AND A3S ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND THE MATERJAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, IB-O S.S. OR 410 SS. -ANCHORC ._ -1 1.00V r- Fg�d PRODUCT REVISED p In9 with the Fl6rlda emimnl fide NOA-N0. 17-0630.01 E2Pb8Mon Date 05126/2021 In A LYMNI MILER, P.E FL P.E.# 58705 Mullion Ca aD TablD SON Opaning98d1h (n`A 15 W1ydPdm^9 NUIImsj Di ppanFp Ha9ht (f9rhD/aMNIM6p%airO RU§Dre) " Sall mks NN I Wks BON ISOA looks INS] 16DIn 1'1J.125" SaIas ly u So R:pTlvg. ae„pmWlm L^ahm Ta,"Woo LvtlnD RnNmWlal lwdry TaBfMVO, Imdlp hcWpiu IndM TIvNRimp lvd@nD RwIs9lb Latlbp I INARS O L9Bdt9 BIIdnWVS ToaRIS"S LedIS:B ReNnW Imdl9 TSwIdsN. laNnO Rxscsw l9WN TgVidM9 Lmdnp RedvnOWu use,use,InddIDbaw, n lhs9 ,law,lmB AN). 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IIIS 1S9] IRO LS) last INS IRA SS %N IRA TV 1 A .12 IRA BY VIA 0T1 1R0 1110 1R0 >% INA 12i5 IND YO 1681 14M INS W 101 1401 IRA HO 14M INA WI 10.0 I4M 1N➢ 6N 0.4 IM IRO No WW INA NO INA RI IRA INS IRA R] IS53 110 INA dR 1]E.] 11N INA BID @33 1IN 1W5 eIT 111A 1150 140.1 BID ItN 1N.5 W3 NA NH %45 W] ... 1153 1M.5 NSW01 IRA WS 1NA Too I%,a INS 120.0 = IVA INSI N 119..5 INS 141A N6 IWS INS 1R0 Ws INS INB 19D BID I= 1189 ON W.5 1049 119.8 810 55➢ INS IIU BID Iv Wh ISU B59 17O.0 i0B 139A 'a59 151] 6N N&I B53W 1N3 BW IM.4 ti5 WA BW 1126 RS 03.4 NO INS 70 69..5 BW ISO 149 WB OW 06.i T43 621 BN 0.7 Tb j Rh 12" N] INA so la1➢ bT 114.8 82 SAO ®A d] 912 d59 TIA Ma P9 .9 .4. dN Its US $I$ R3 w1 W S. 00.6 AN 40.1 09 W.T @I Nh 1001 Tll 1111 6E BLo RI OT.O 616 T80 -1! N.] M )&S 615 BD.] RI R1 a. NO R1 054 57S .54 TM 6a4 w no 721 WA 9% ]A1 RI M.1 59 Rh RLO ON 1W4 %B %2 81 0.4 aw 721 AMe W.1 664 TOO 09i 9.1 WI NA SSB 51.5 WI 5¢B W1 421 69 UO %1 W.1 6% 51.3 IDS 31A 0% N.0 5% Dlh BU 5% 8.B IW food 6N 5]A W OA 6Na 41.1 9% NA b4 AS 6A 4D5 4R RB eS ]]] @1 2]A 6H A.S It1 2J.3 SA ]D.1 4W ]Ild 314 AA Wh Su 452 55.] 4N 02 92 4TA 9O6 8.) IAO RB IR boo WI M.1 4S ]28 VA QT1 4S 2. ]R 22A 4S 0..6 W5 IBA IS = 95B 16.8 1E IIAIWhbl99WBJIl ]1.1 95] 32I 3I1 Yl] ]Si12 2U W] 232 NB YI.1 ]5] 1L] 3Yd 19.0 35) 26! 2B3 tU ]51 10.0 '69 119 Y% 1B1 ifi tlA 351 IU 21M1I11h 11.1 SV Ed Yb 51 ]N RI ]M 26.0 }NB0 T.B 3]0 11.1 ZM iS31ID Rd 29 lit Wd R.o 'TM 11A ]N IQS :)d 125 Sd 14.0 2M 11.0 ]ID 1J0 fiHA) ]e 'A1 R4 IlI 1FB Tl] 25a 19S 28b IT] 2W 181 152 13.1 10 161 219 1].S 'Aa I . 210 11A 2d9 IZ6 110 HB 8B 11.4 :S li 2N 101 13i TABLE 5B AnclnrCa a TaNe a seavac zx Wm18 1%1m9. nowau Flap W+u FTwam ada McharCOPPAIJAMS „V BtoWrstn of EY9Uvvwn 11P Fln Uaa- S16 Mt9Ulam vPFtaUGalen WS9 FYo A�eGav SY6IXB U. oP 53. ABICa+a'Bvea(Cdl d1051ed i1251s1 Sum {G51.-IWO F35¢tl EORDAv[e0R 1' 2-fYt P 2✓l }1M 1 1' PVY 1• DLY ? %A' S Oda• 0.6E A.S1 EntatllvA hVY IS'f IdIP UN INd' 1-Lf 1-11d' IV, 1-1/f 1114, S 11 'al' M[S 2ARMf lBd 9'IdIM1 O.C/bldN&9RORAC QiD t$ YONa ]Wp i'L W9 .1. 16%as OR. 2W IN ]510f Td01q Rdlm NAIm 9film %1 N1 4d2RG sa I Raose L10•NN C.¢/S1a IGIStlClo 1Is dW 9v xOIs NIA N'A NIA NM Maas N/A NIA NIA WA WA Smla1 INN 11ID8 dArtlon®S WM1U.L. IWb3AIJI.allDa2} TW Es )W By .1. ISNN 1=am MISS .1. N4 'RDIIS Tdalm wal 102ae 6921aa BWN IRAN SARNIAQOIS RN. O.C. I UCX INo,12Y ANm TO d) WA NM NIA WA NA WA WA NM NIA NIA WA WA NV. WA Ia.N 1A¢MI FCtp 014 1600 IN. =as d'3N 6'dN Va. 1b'N ITIm 9Nb fa/N IS as d)]N 170N 221 Im R016 2 PIflO9 ®I15'Nrt OLIFCA BOY 2b E5 ]bN NA WA tLA NM INN N/A WA NIA WA WA %AIM Wlm �Im NOTE FORTHE OFFSET dIP, USETHE SAME ANLHORPAT FIGURE I: FIGURE Y. FIGURE& ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 41 FIGURES: FIGURES: • REQUIREMENT TiISIT;i51Nd 14I P/:p1Y1 l THESTMIDARD CLIP. H1.Opp'-I TABLE NOTES: 11 SEE SHEET 1 FOR INS1VUCRONS ON USING THETABLES AND SHEET25 FOR INFORMATION ON LOADING. SEESHEETS 24 FOR GENERAL INSTALLATION METHODS, 2) UNEAR INTERPOLATION BETWEEN MULLLENGTHS AND(OR OPENNGWIDTRS IS ALLOWABLE 112S 3) MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FORFXACT OIMENSIONS, SEESHEETG N-M. HOLESTOSEDRILLEDIN THEFIELDMUOWNGDIMENSIONALRE5iRICTKNJSSHOWNONSF M21-23L FIGURES SHOW SUGGESTED, APPROXIMATE BALE LOCATIONS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FLLED '500- CONCRETE BLOCK UNIT (GMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BEPRESSURETREATED Y oWSOUIHERNPINEWITHANSGOFO.55.ALUMINUMSRALLBS6C TSANOBEAMINIMUM OF.125' I-x3.IN-X.5•MLLUON THICK.STEELSMDS TO BEA MINIMUM GRADE WAND A45'THICK(18 GAUGE). STRUCTURALSTEELTO BEAT (v VFMULLION) LEAST.12V THICKAND ASS. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3SCREINTHREADS BEYOND THE MATERIAL #108912 ANCHORS INTO WOOD MAY BE STEEL, I" GS. M41059. PRODUCTREVISED as co1np ry.x,9 IN tha Fladda "ORd.CD N4, 174630.01 EsPII Date 05126l2021 * ,• No. 58705 PRODUCTREVISED as co1np ry.x,9 IN tha Fladda "ORd.CD N4, 174630.01 EsPII Date 05126l2021 * ,• No. 58705 TABLE GA 4lullon Capao2y Table(roJIR') Openm9 Wmtll (brwN7e3]-6paRY1B mIWOre) OlOpening NNAN (Ix MImr.N"eR1•rD mama) n So 61 min mm 90In main Im1 u01n ImN TeyiM9. Ps'vpfa LWm TW K.. LORn9I PSO'. naLadlp 'w"Onx. Penal ,r Lm6!B TapMp L.R,a PecemBJv LOOdio Trammna uv PeMvgly LwMB ThMiing unw,v P nr Load, Tq✓9nmg btlry ImISD�W LmM9 Tr o- Iudn9 N-woO, Lft TI-pnn9bmn0 Im0.yNNII.Tube 117 t F ''€ �9 g11 g•_ H I A' I 1g I1��1a g T 1 .411p If s111 3_$_$_$ a' a H ` 1¢ if ", 11,I 11111 II as I € a 12A�111 11�,asI 1QN n0A 4M 1mA ]4 Im.O ufi noD Bm na0 6m 1m.0 B91 1m,a ui noo nle na0 eR 1m.9 lzla I}O.0 @f tro.0 nm nD.o @I II30 t19D tm9 521 tzLB Imo nag RI m01 ImO aN Im.g ego InB 6a tmo NO HOD 6N ng.0 1133 ImA ml ITOO tag Img OR 10.3 I9m 1m.0 sN 1303 nW Imo mo 11Lr Noi INA ON 97.> IX3 I70.0 6mSO.6uN noo m3 Ima aM nm WI +m.g la0 1m0 6a Im.O 11W 1ra0 ra t96a +m vg0 rn 1Q9 I2tM1 v0.0 >m mA lxM DgB rm INA ias 1m.0 rm @d 1A6 Imo ]se an IroA a] 1m.0 9a nao mt n0.0 nu Ima 701 tas +Im +mo NY tv: nEe Img ON m0 uu Im.9 9M IO2B uM +m.D NI PoS IN Ima NO n➢ vm +ma mI SO In +ma m2 tma MI 1fAz IOU +7n0 '19] Iai9 1a2 Ima NO I3.I 1W lmr 0is ttl] 1az +a0 m+ Iaa I012 I]S2 >a aB tOm 18.+ ]@ ]u 1W m1 ]@ 92d IOfl Izsl r@ mm Ono 9n 170.0 7" I5Is m2 I.. em 1. OR wA Ni 113. ON Ni.0 r@ IM0 OR uU m9 va] NO II IN "I 9@ ILM TO ad B@ INO 74 'm.7 OR Ima 74 mn 104 OP Im.a Tag I@d a7 14.0 IN IISI a7 1313 no IM4 a7 ma 70 2I.9 Dn Ini7 7m Q7 N7 1. TV me WI a.1 iu RI a7 w.D n+ $.7 al Na m mM 11 019 IQ] 7n t133 NO 12I.6 a7 R.D Bm INS m9 SCO a9 PoA ON TOO a9 9&] ON @.9 a0 @.I 676 m8 a9' m.J No m.9 aB m9 ON Qd G9 ma mt y .11 IIOd r@ f2P) mJ W.] rQ in, 653 @5 'K2 No a0 a.2 762 N. @B N.2 ]m 7A3 @O IRA ]m m3 013 Ia.1 m3 R. m] III m2 Mo ON XI 1@ RA 9m r[ Tab 1m9 7L IItA bl B40 RI 910 @1 m] Ta W.9 m9 me RI >1.1 m9 69.1 RA Ml 591 WA ml All OR m.5 ra b]] 61] m➢ m1 R3 $61 311 la 515 ON min m0 a] ]1.0 1m 660 R, 0a7 QI 149.71 em I no m5 110 a3 LA 4Y !SA 6m QB m2 M.B w No 14 NO ON N➢ IM ]Id a3 Yl m0 21.7 OR W,l aS MN @.i Im MB fa 9.5 me 1a] IIB 109 Im 43 412 MO 4m ]pS 1m ]I.e am Md {a ffiI IR a0 30 no Im S.1 3Aa a.5 mA Ll 3a 1. ma N] 3R IaN mJ 3R a1.1 Mf A.S JR no 239 ]8➢ 3R mL Wo a.2 ]rr i6B y5 22a SR NA Yll R1 TR EO ]17 1a] ]R 1A0 ]lo IIA M n.t Sa 111h' al 2@ T,A 7a M.B 357 ]Id JIS 2Sa ]m Rd J13 Il] 35T 24.4 30 mA MI DA MS 103 3" MIA 3a1 16.{ 1" 114 291 "Oh 9] 3a a.A 9B 21d ]W 211 211 OIA 3m 2I.7 a0 1n3 ]m 103 9H1 16.] ][6 IT. S3 14n IT.O ZI2 nE 1Po TABLE 6B AnHIOr Ce acl II.N. flu Wheys m(b1vr0 xO5. NNw mu nIHO.N 1 2Y1 MNMCE PAE6f11e N'NlvTyps LIB EYeIIDaNm 1/f Etal@em 6'ICBNa aaarc Ytfi Ekv Obrcm N-Em WTaNm Iu 6s Eko ALMe(ieu 511Ce[o UONOS w•96Fm ftrt SIDAYtl Wx. L6516u SI.I-I ON mz6NM 6mv(65) Ea115nlxabr 1- a17i alm svA• ave• I- al¢ r avr r o.4- Dx• n3a• En'h!"/A mt 114• 1-vr 14- 1-w• r 1-111 lan• t-+ra• Ltn• I-ve I'll r 1Si 130• wMv 2Ashn Wlas Hlp ae.l slm4W aClfeel rdDlGq 1Sxk xao» 3mm 4DRv n901Ev 1N11h x7D me xm lm 1Mm Fw na 111m ff100 Bmle. 311 Ps axlh m0lh 1AMIIw®x.]SMN. O.C.I6hMs5 (ONOMvg CIDF0. 11 larya lam fDD Rf 1110b B@m WA Sm la WA Dm Rv WA fm TEN WA in on Ill Itm 1111na 9 Amhm a 1.15 MIM1 0.6.16hNad(.n.." CB oRO'k B82b 1". WA WA NIA WA 7-11;- WA WA WA WA WA tMSIN 1FNN 2NDDe SAMRmWO'WrtO.C/n)hSMBb tllpv/(Gin. SF mom rmm BmN YSm aC IfmN SID Wa Sfe WA lab 14N Sm Nv tfDx Wv m]m nmm ItxOm SArcRn WSmn04/0h]Ngb Cl1e76¢6F 11mb I'm 1lMb aWm xalm MOm YAINs WA i11pm n221m 11MN RYm IDRb 137)N ImOb l AimnW0ATM5l0.G/IWRtn.1x5'A3m(Fp IF WA WA WA WA WA WA WA WA WA WA WA WA KU WA IWN 3Am'uv W]B MN O.C/Fl]p �.SF ]51'N _ab 2Wm I Now Inky WA Zam WA 1 3151mi 1119 laps WA Mfb 421b mDb SMNVOW t.p-Nh 24! F:D. BF 10Dv 7mb WA IN!4 nU WA .'Po 9f WA WA WA IW WA m2m 605m It/'Dm NOTE FORTHE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHCR VALUES AS THESTANDARD CUP. TABLE NOTES: FIGURE I: FIGURE2: FIGURES FIGURE4: FIGURES: FIGURE B: 11 SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLESAND SHEU25 FOR INFORMATION ON LOADING. SEE SHEINSTALLATION METHMS. FORGENERAL) S 24 �� • • • 2LIINEAR BETWEEN MUM LENGTHS AND29R OPENING WIDTHS IS ALLOWABLE • • • • 3)MU ION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EEDkCT DIMENSIONS. SEE SHEER 21-2i HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOO ON SHEETS 21-23 FIGURES SHOW FIGURES: FIGURES: FIGURE7: SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • 4) SUBSTRATES: SHALLNCRETE SPECIFICATIONS. • • CONCRETE L.1TRENTED YELLOW • SG BE SMAN5.AUINUMSHHAMEDBEAMOF2VTHICK.TEL BTRU OSTOBEAMM GRADE ( GAUGE). STEEL LEASTMICK ANGLE CUP (FIGURES 5S6) MUST BE USED IN PAIRS. AND ASS. ALL ANCHORS INTO METAL SHAH IX NO AT LEAST 3 SCREWTHREADS BEYOND THE MATERIAL MO& 1112 ANCHORS INTO WOOD MAY BE STEEL, IM S.S. OR 410 S.S. OBTAWTHE•ANCHOR PRODUCT REVISED Buil0lnplying Willi Ilm ROM. Non-M.,CnooBa 17-0630.01 EipinIN. Dab 0E126/2021 I Bar ``a�p1Y LYNN� 4.WV *, No, SST05 .12s' ,p0 RATE k LF ' :'[ORLON; . " T 'e'SSAONAL �19 1'Xl'%.125 ACVNN MILL9�1 MULLroN FL P.E.p 58705 TABLETA MUI6on Cuoulty Table NNAT) Openhlg IA MN (WrOMAePlaparra g Ru0AL6) of OpBning HNghMUrJWU Va57tpaRrV, SANon) 501n win 701, BON BON IOOM 1. I'Ah NOW IX4X.175 A umTWe fNCNny1N InWry Tglln..A' LVYnO fYct N" Lm/n0 VNTAV 1®GNO p N`Nnr Lw6n0 TnWFbnn laalry ronnn W. t�np )np/Illmv. LLr110 PMYgW<I 1MON0 TnplAvg Lee0110 paunnvu4t IMnv TnWMap Lmbnp liee3nvtiv L.ft TraplManI.. Wa4.0 RecINV. I<mAy Toaft" InMn9 RNSASAm LwanB Taq]na,0 Ln4Mn MUBIon s C� 0 tl� a pp y gUg is 3� v7 E gg0� 5� S ,bg� @ g5g` Sad b J Og- O� p5 a a� a O E@ g8g� b Sg 3€ 0 g� 8� s nln 17101 ON INA 1 u5 1N➢ 741 IRA em 170,0 US 1710 Sm 1mA RJ IMA 510 Im.O 1118 1 fR.O I Sn 170.0 INo I INS ON IMAJ INS I IRA I Rl P0.9 1736 IRA Sat IRA 1983 INS 6n INN IRO JIM IV. R1 110.0 AM10 IR.O 6& 170A Wv P11 ON INS 11. INS HI 170.0 1378 170.0 m] IRA Hil f]0.0 ON POo INS 1700 NO INA INS IRA ON Isle SM 170.0 OB0 INUSN PLO 747 t]O➢ 93 INS e98 INS On P0A IN$ POA SM INS 1195 INS DO IRA 1W IRA 747 IRA 14H 17A )Y 1760 I)e] IN VO ION) IBIS INA TM INS 1919 INA )Y HN 1]60 i9] tND NI] fN➢ B56 1iL0 6B1 t1O.0 Itte POD TY 1)OA IPS 1M.0 W 1N.0 14N IRO p] 1R0 1691 Pon NO 15fl9 IR9 IRO Mt 1]1.1 P99 fN➢ MI 1310 ITR IN.O 09I ®M 1)40 NH 1TP0 TV IRD 1� 1N.0 ]BI 1180 13M 1J0.0 NN iR.O 111T 1111.0 Y4 1N.0 15H IRO BM 1565 INIB Pn0 IPA 1m6 1619 IRO 10B] 111A I111 1NA 1061 W9 101/ 1T60 1n3 SO IN.0 B]0 1]0.0 ]0 IRD f110 I70A 6N 170.0 IUQ JIMA AN IRA 1N1 IRA HIS ROT ISO IRA INS %'A 1. IMA TV 117.6 IM RO S PM tm] IM2 1. 119 Ht IOU 167A HOW {� ON IRA OR IRA N9 IN. 11. 110.A INS 110.0 1. INA 1. I608 YN IRO 1. 1. 1. 1.. IMe 1Ta] HR 1Y,0 1130 10..1 I4V IR.N 11W 91.1 IIR 1NA 110 NO 14]] IWO JIM ]Sn 1]0.0 1W IND B10 1N.0 1Pe 1N.0 IB09. 110,6 1]30 '1663 Lim I A 1]N 149➢ I= 117..3 WIN INN 1NS R66 IWO IRS 1049 US ION IP.O ION R.4 IAO 112.9 103 MA 1]R 1125 1012 NIn POA IIE 1]OA WT 11BA i1H I0A IVS 121. JIM INA ON 11].]1114 fEA WOO 99.1 JIM 118.3 USNBB JIM 101A 02 74.8 IIH 91.6 035 S4.1 IIM 93.1 931 H.1 JR, MS M 8 )BN 166.1 JIM P0.0 ®1 IMA NN 102 NO Ilab IIN ... 117 1. 11N 115.0 ON NA NA IMS BIB 0.0 11N US ON NO 1124 ®A 1W 03 IIH M.] ON 61.9 1121 532 1R So N 101.1 MI HIS NO W.1 M M.] ]Y T.2 MI NI 1N IMA MI .1 712 B]A BM 6.5 ON US 6H MA NO 0.0 BH M.] MB AM W NO W! ]18 !M 0.7 am 96N RI TQ 919 ti5] I'S RS NS AN QA 142 071 Ht 0.7 712 91 ON IAS TO M.1 . .0 M2 4JA eM 11.1 ]42 0.6 MB 31.6 712 US US 2].. N2 ITS 6M f09N "A ON 639 69 621 6M 636 6SI 0] US ILA S. ]9.1 ON 41A 95 U., Sig 3I] IM ]I.] MS M3 OR $1 ON N.6 191 3].] MS NA 4R 116 ON 24.1 4S IIIN b]A 69 H1 503 ISO 59 00 IY 02 655 20 Ifl b0 NS US 00 .0 M5 M3 Il] 211 SY ]I] 4" 31➢ 6S D.1 IS] 20.6 WS Z 3 NO la0 YA III 113 1MN 0.0 1}5 1&4 IA A.0 R6 390 IN 320 05 ]lT 4N X.5 q5 NO 414 25.3 QA N.A 409 YO 4A 31d IM ILO IR 21.1 39! I6A OS I1] 3BI 11J I15 1T3 ]B1 INN NA 3]0 JAI NO Y.0 NO 224 ]M 11B M9 10.] 29I 10.! ]]0 II.O R] TABLE 78 AnL901G atl T.bw M euN 2I1Caxne 3'NC I. Mracw INU R.... PT Wr4 wool AnchoFCIIPPMINS. '1^U10f Li nBFtou[am tN EI.<Ums-m 5'IS" IRONS- vla'Et<Ivrs<n I".. ulecm "'M. MSE. M. IN'69 Ek< ASAM l 6143Ye1 LwM MSIM UNOODS a13SIM Ba<e1M) Aie<NR1• ?mr 1- 2Vl ON.- 1- lw 1' 2AR Y 1M` 1 4Q OSYMtlnN anF NM- I.w- wr I.yr z LvP 1-va I. LMf 1-vr 4114' r INC I'SA' 2Artlq<6.11 An. p.c./ Sb1YI9monelMpplp.lexF NON NOW. MAIM teM11 VEIN 'Rpla ]w N< N0 m< P41m MIW oRft M1 Nr Ni ON Y4M 4g b-( .L .1 O.G/SNnNN I<1014NCSp FN. LF IWIM ON. MS. 141.1N B4 N1 WA 591N Wq 90M WA INSM NA Mtlee NY . IJR. BAnO. 01.11 MN. O.G./... (<(06eUCIp III BNIN HWI11 WA WA WA WA 1W N1 WA WA WA N/A WA 1No. IIN IN 2Y41< 4Arcluna TMrt OL.10'I[SMde glpallfN. SF TOOM Un. eOM IM41N I.SN< NO. v40< WA i44E< JOIN NOWS !MIN NOfiv M!R< 1120 LJ A N. a T Mn OL. Tn NS M gN<I(Ft.4L 1110W HNION ION IN 'NRS. 2.0. NO 4 BW B1 WA 11101N two, 1]m IN RX. IUN. 1]2IN5 INS 3e 4 X..00.11-NN 0.C/U , PN.12Y A1nn(FLI. TF NA WA WA WA WA WA WA WA WA WA WA WA WA WA IA b. 2ArcM1022r"O PWOn AF IN. NASD NA 01 10. NO. WA AI Pa WA H4L1 WA MOIN WA Mib M2. ON 4AWNo n 1.11. ..CI F6 FO.N <MA:1 MIN WA NA WA WA YA®e WA WA WA NA WA .. 5851% 1120M OPENING, WHEN IT 0 LOWER CAPACITY (FROM THE TABLE) MULLION. TT WILLYIELD A MIN NOTE FOR THE OFFSET CLIP, IISE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDAIOD CLIP. --� I.civ I.000- �- TABLE NOTES: FIGURE I: FIGURE2: FIGURES: FIGRE4: FIGUREB: FIGURES: 1)SEE SHEET) FOR INSTRUCTIONS ON USING THE TABLES ANDSHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERALINSTALLATION ISHEITICIDS. �� SHOWN • • A • 3)MLLIONANDDMULUONNCUPS MENG UTOSCALE.FOREXACTOMMSIONNS, SEE SHEETS 21.23. HOLES TO BE DRBIFD IN THE FIELD FOLLOWING DIMENSIONAL RES MMONS 4.0011 4.0)T SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOL W( TONS. FIGURE 6: FIGURES: FIGURE]: 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLL GROUTFRAUMD CONCRETE BLOCK UNIT (CMU) SHALL L � p WSOUTHERN FINE SSEA IS TSTUBS TO MINIMUM W1 3SF 3TTS THICK( GAUGE).OTO EAEAST.12TTHICKAND AALLANCHORSOWDE ANGLE CUP (FIGURES 558) MUST E USED IN PAIRS. IMO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 4105 D12 VXOX.37ST 1-X4'X27S ANCHORSIMOWOODMAYBESMEL,IBBSS.OR4105.S. T-MUUWtl MULLION PRODUCT REVISED pl>In9 wIN no Florfdo Bu)pinA COdu NDA-lTA. 9-0630.01 ES,Pimnan Data D512612021 %` I? LYNN ",, C`�24��' JCFnSF �Q!`P P:- 1p ; NO.58705 0i T PY4 T40 O,�'. SATE F ;' TABLE BA Mumon CB ac Table Ibslnl OpogMg WI6th WI,,i ImIN-spsM g IIMOre) or Op6nlaR Haight Horhoo dNAlyap,dIiM 1MBIo1 o) WN 601n See wN WN IOOF IMN 110N Me 136'i RvlmIwx I.e., Ieddl IDZNIp Loafing LmL9 Imd, ba1]P125...266 No. Mon illd. a 2 k �� F FF k's k kga S kg {s{11 a F F k 2a5� 5H SE. Ia Ta'B s§ id F a 2a5�5� 5 F It $5y§p iK Srood C�5 Sep SE sa^ Ta q3g-IS arcSc Q`d z� d3 36 i�E d`BS line 05 Ii0.0 IU IMD 4M the US IMO M 17" 02 Me 519 me 1". 1.. 6EI 1}00 1b0 tmo SM 00.0 Nu 170.0 6N Im. 1R! IN.o WI ISLB I]W I".0 WI Uln itl I10.0 WI IND 050 f70D SM 1]0.0 89$1I0.0qJ 1]0.0 119 1]0.0 Wl 1ID.0 195 1)OD 6T] 1I00 1N} g0.0 SW 151.J IH0 1]00 MO 1]il MM Ii0.0 6W IID,1 15f0 ITOd WOZ47 1]00 M IM.0 Me Ing W1 1]00 Ima IMM eY V00 110 1700 IN 170.0 IN! 110.0 U7 16}.0 1150 USA TM I= 1160 INA 'f56 1193 pW Me 1. 1M HSS me ]fig}B} 170A 613 1]0.0 49 IASD 6% tM.O 1119 IMB l6a 17nP f]]! I70.0 wE i6i1 1Ps 110.0 Al) t101 13M I]6o JA ID.J 1]]6 1Mo tll 1G.B 1]M IN.B M1 BI.] 1]M 1M.9 NI WN 1]OA 893 ITID I01 N60 159 1IDD lB1 ]YJ iM0 IMP 6A 1]Ao 11Y 16i.1 WO 19.6 11E6 156.fi BIB 111] 1151 I510 913 91] 11N tUl @9 RI fIW IN.S Ip fiB.fi 1150 INJ no WN IMS W0 Ine 745 USA ISM OOD M In2 IMI IMP M 1051 me Gas 1WJ w51 1]2] tl] w,l 1MI �M.} 0w em, 10SI I. S9 0P5 1051 II8.1 W1 no 161 119.1 WI C Wle IS" W) "do 7W Id4J B57 111A See 119A .1 1.. M W] IWA M US W] LL M] no %1 Im. ]W W8 Ur IN. FA 6Y] W) W.B ]4 9J BSI BSB ]N 1]N IgGI !01 IA3 W0 IU.] 001 1152 6M N.9 M 101.1 Wt MI %A WO }I.S 601 01.1 690 144 eW N. US 5].0 we ]!.] W3 Ifl0 0.N WA 69 IP2 SG WO Bb MN IWA TL I: Wo 91] ]9 W] III M2 ME ISJ US ]412 Td R7 Wa 65.1 M2 IO.i WB K] Tl3 nq! OW ISO T(! 69.3 670 ]9.1 ]9 66.} SW NS 772 692 tU I0N I%.3 W5 1055 U0 BIA 603 09.6 6W R] 60! M.3 SI] Wfi ]05 %0 SOS 605 b.! YO 5p.6 6W US 5]] 433 US 61,3 61J 35J W! W.4 537 31.6 on Ul JS WN b'.9 616 WD U> •J.9 515 US 40 I),I 515 WI UI 530 M.] 1N 36A 515 420 US Yo 615 37A 19 9d 515 3J1 413 .1 !1] US I. de. US 91 IWWN - - IW 0J I% A] IA N.1 3T J% US III 365 302 l5l ]].0 ])9 V2 I9 Md 374 96 III WA ]W 194 IN N.] ]W 1],0 M 98 S6 ICIe JSI ]P SD J9 ]IS me Y6 Ita N3 90 SI 9J ]O6 313 Sn 9] 304 141 SV 3].6 ]WISJ iY 10.01111n XI A0 HJ wS 10] ]N ]o.l ]N w B3] 'd0 NB 92 9J 1A5 ]]0 9.9 9a f1.6 3b 18.1 3Rtroe'RO 91 2W 9P lIA 3W I83 2U 15A 90 154 M9 INN 10.1 3% IS. fey TABLEBB Ag61W7c. air mME nm 5M5W1¢ 2RQX[RB $SLOG MY'w OIJ F61pp QIN P]WM1tl YtlA MChP cirpp.Nm. A'aIOTM° Y14 a[nlluam vt ¢ovram N14EkP UaWm NE VaP110¢m --dU amn 44•SS FYp 61PBw Utnrm LP9Elm A ®eLav f10Sm s rrla) t13JL srm W53 dho, 9 sues EyozWcn9nt r z-n rz-1?s11YP6r 1 oseodewod31REM 1Gam9 21A 3N09 1WIb IUA NIA sm. 3iD2 X/A WA WA WM1WSawIm.69]Pa NIA X'q WA ¢31W Btl<8 12]WM. 3Wm M11A nImle mm 5B]m WA mid, ]61W now iBmu ril31W am P6 NWl9µ WA WA N/A WA NIA WA NM WA WA N/A WA+MNIFGPQ+Bej I$W t^B!6 .9 tl5ya 149E MISS 90Se M]0a S9b 4iIW 1]OW 91H5 me, L1i B6T2OL] Nµ Ilµ +W® X14 WA NA WA WA NIM 4Q01 SL IE NVIC fVI{ INt V�tStl tAIY• VJt VPLIItJAI IXLJ FIGURE I: FIGURE2: [�7� �l I �* 0 �� l 0 41 FIGURE 3: ANGLE • . • • Cl1P MUST BE USED IN PAIRS. FIGURE4: FIGURE& FIGURE& • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR MFORMgTION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION EETWEEN MULL LENGTHS ANONR OPENING WIDTHS IS ALLOWABLE 3)MUWON ANDWU UNCLIPSSHOY�TA NOTTOSCALEFORE%AOr DMN $I NS.SEE SHEET521-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWWG D9AFJISIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS HOLLOW ANO GROUT -FILLED CONCRETE BLOCK UNIT (MU) SM LL CONFORM TO ASTM 690. WOOD SHALL BE PRESSURE-TREATW YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063T5 ANOBEAMINIMUM OF.In'" ICKSTE MDSTOBEAMNIMUMGRADEWMD .043' THIQB (IE GAUGE). STRUCTURAL STEELTO BE AT LE75T.12STHICKMDMd.ALL ANCHORS INTO METAL SHALL EXTEND AT LEtST 3 SCREW THREADS BEYONDTHE MATERIAL 8 0 S,Y12 ANCHORS NTO WOOD MAY SESTEEL,1&6 SS.OR410 SS. FOWWATOOBTAWT E•ANMOR REQUIRED• CORRESPONDING TORN RESSURE REQUIREMENT FOR THE WHEN IT IS LOWER THAN THE MULLI( OPTIONS FROM THE - u PRODUCT REVISED BVII a lying wlN the FlwiSP NOA-N0. 17-0630.01 Expbarnn Date 052612021 No BE705 A LYNN FL P. ..,..�..,, uwmnceP•eny r.em pnL! OpvnNO WMe1n (mrwltlNlpwDenSy US, muNeN) Openln0 NeipFl(mr fill, M1•e]OnmFHaOMy loom nL6oU1 Saw eam mm 1]Om All, 1mN RUIUP'Y 105� T.y61.np LUftU NCYipWer Loaft TgRex0. LOUNya NS.NS, I ftl .. fl ,Umlr I TSpTun Pequ®ulY RWTRm0. Met .1 uulM. inP'mm6 LN.. ftWO U Luing TUOTIM USM'S RSUnNhr TepIMmB Neelenfi r TMl6aq. Lmft 1 AND A"mom•° g Qdg� §§g ggg pS g gBgRR� $IoUlMa 8 gg� $LudU d pap 8 gLUOgq E gEg §INN$ry $ p@g� gL.fi, b gg� §L.Ut; d pag pp p8p g g9� gt.SM S pp'' gt0e6ng0 6 pap $lady d gg� ggg�g R6 11a0 eR IIM. lu va• .1 m. ne 17.4 Imo WB Imo 092 Imo 019 Ilm Ibe VM00 321 1519 1110 IWD Ut ui7 nU 17DD WI IWD I11 Imo 521 m. 1.1. IRW WI WN IlMD 1® 170D 621 IMa RI 11a0 6W IVA SN IN-0 NO ib.l 07B 1]a0 "1 131, 013 ina er] Iml BM I"A No all WB 1700 On W.e RS 1]0.0 BW .3 Big I1a0 RB Wd9331 110.0 iU 1MA eW 1m0 RI 1790 1W.7 99] IW.O NO 1]LB fill SOMA 700 1171 W IA1 OU' 027 IY] ON 9)l W1 'NU R5 r3A BZI iWJ !9! 818 R1 m3f W6 SIL 1ISO 1T VIA 112 1N3 NI 1]a0 RI 1. 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N9 RS] 111 y.1 N1 M9 Ib ]Y] NO Rp tll Y]7 410 b5 ]41 9] W.e Y39 SO] a= SIA N4 NO 33] NO YN 22S W UA T4 4/] y7 N.1 9M 17.7 391 ]1d NO 163 b] US II4] US W] IV '60 NN W.0 3B1 sT. W ;.I ]01 30] 4N Y3.0 ]01 YHI N2 319 bl .6 24. ISO ]N 21.1 NO "a l01 Nd ml Na NI 17.1 ON IYJ IV 1. b9 INS 'll.• ]N Sll AB A6 90 M.1 ON 1)J ]D 11] 301 I" Mal IOS IN 111N Ll NM ]31 Ill 1.1 mB 11A 1N IB.Y 2I8 11. IR 111 YIO 14.0 IN i30T Ill IN Ill LO 11. 11) ISO 1T AnebarW acOy Table U 9WaeY. Ih Wm®U ]}t Cm:. NOMCNn xRe1NW eTWU] 6kb1 Anchor CIPPaaerne MWrT!¢ 3•.6•FIU I]L cv Ur Ek•Ilbmm v1r DW IYNnm YICBm NWm UP FJU4wm w•s]nm Ap9.CNU 1'1a ¢o 11axm v4•ss ELo ARnWSLf nWcw San S1p msnl 6uevLWS) nzs:eH 9aw(f51 E ISMN OIM Y x-Vr I r I aVr a1MX r ]N/Y Y xyT r D.dM' 0.01• ax.N- Emtr9a•NanF IStr 1b'r sxr wr 24m r 1-nr 1-vr Lvr 1-v1• r AVe• ISl' uAU x.MQ1"-NN.,wS,UEaCNS.4,ff,.IF MDIY aW IY dWLB 1m111 3541b] 1d01m vl m9 fi6p m. wOW ulb wxlW seO Nv L4nSAIGM.•MIS, O.G.161UbN mr O6UgtllplFla lj dW lbv =1b. WA WA MIA WA NIA WA WA WA N1m1 Nllbs H10bv I M[MR®YAYM1 O.a1a1L]M91•Wp•/ .31 iW iU =IL! OWLS 1560be x0R 0• WA via. 1101N man 1W11b. BN 4v Wily. 11m e. agnWa.®ON'IM O.C.IUCq. M.IW'AUn PN.It WA WA WA WA WA WA NIA WA WA WA NIA NIA WOmS I ArcblFdb fftl.6T 1N m1 SKIM xx]b USM N11U ITIU 3". SWIM 9R4. 4PLf INd R21M IDOb 2. 01.1Y ]M nL (Ftl.W RIO P. SSf Dn WA WA WA WA WA WA WA WA mi Ls bRIU NO LS FIGURE is FIGURES: FIGURE4: FIGURE 5: TOM P RODUryMqnCT9REVISED Bullelvg C•tloRFlvriea NDA-Nw 77-0630.01 FIGURE2: • •, TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLESANO SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERALINSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE. 12W 1-1.2W-1 I rz 1011 I111 3)MUWONANDMl1WON CLIPS SHOWNARENOT TO BCALE FORFXACf DIMENSIONS,SEE 32W' 324' .`'C�:'VCPNS •' • • ANGLESHEETS BEN MUST 21-23. HOLESTO BE DRn I En IN THEFIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. : *; No. 50705 REUSED INPAIRS. 4)SUBSTRATES: CONCRETESINLL CONFORM TO AC1301 SPECIFICATIONS. HOLLOWANDL GROUT -FILLED CONCRETE BLOCK UNIT(CMLIJ SHALL CONFORM TOASTM ON. WOOD SHALL - -9 FIGURE B: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 'A WWW TZ )} ��.(�'• 9AlE BOGIT6 ANDBEAMINIMl1M OF.100'THICK. STEEL STUOS TOBEAMINIMIIMGRADE 33 AND .04V THICK(18 GAUGE, STRUCTURAL STEEL TO BE AT LEAbT.1R5' THICK AND A36 ALL .100' .100' F 11 It ATORHM; 's •"'•.•.. MWORSMOMETALSHALLE](TENDATLEfST3SCREWTHREAOSBEYONDTHEMATERUL. 1 12MULLLION A'A,'ONAL k, #106Al2ANCHORSWOW00DMAYBESTEEI.IBAS.S.OR410S.S. FOR MUUONFOR FNVIMBLLED UNRS FACTOR%MULLEDUNRS AlYaiul 11 k, FL P.E.115870. Andean capacity Table Qbegal) Opening WEN(NIOSTS IMpeNNOg loolole)o]Openlap Height (Drlbflm1lA!Iy6p0n191D mMOOM) Wh Nln mN orb WF 106A IRON lbin 160N 1An RbSb lNdm9Jm LVWn9 iray5rhnp k[Na9 Btlennfiv LaGr9 hWRtbi9. IaNM9 R.A.11.1 base TI IND. Wbry Rrtmr,". LBWln9 Treprdlm9. Were From Wu LA.Ay inpmianp badly ft.,Jar LaDT9 TnpTrunp. Wlac Paamylar Lo eP 9 I. Cos. Loma Ra[fa'An, Ladhe fipThnO L.., flecYigAl. be11n8 Tnyiearp. INS, •.BLO AIYm.Nhe M,.. 5 "€Zb a 2 p �gg& aso 'b .^ S_ �6 N2'E'B as > I� g.^g�. asit '� 9r� 3S e '£� 68 Pie as s5B5@ £.. Ss�5 Eat "� as Y E R6.. 5B= as b& as R �g :� £ <a a :9 f& egg �a § e 3 e6eA 5 as a a�5d $z aaddC as�aa �'k �G B33 a'6 !E fa a"A tG 66 as A ;a `S �aA Errg� nS :'i4 %L as a e€y zs 5'A a III. nnD 6w 1mA Dols IraD 7n nnD 4M naA ON n9v $as nv.D 39x Im.a au naD Nla vaa 6:+ anv INC ne.D D1 nae uee Imo Rt nvv ON D1A M1 Im.o I%3 Imo Rl ae In tia0 m9 Im.O 5& 1100 B50 90.0 'co 1m.0 993 I]a0 DO Sort IIlT IN.O 661 114D 9276 1i0.0 617 1}OA Nn Sort BAA Sort 1700 1140 FN 169i 1979 170.0 680 IIB.6 191! 1)n0 6A0 baeRS In n0.0 Ml I10.0 56] IID.O B96 tort 6N n0.0 1016 1I0➢ 691 17A I1% IiO➢ To f]00 195 1760 347 tor➢ 499 116.0 160 510.0 11% n00 3Gi 1526 1ATf 1]OD 766 11t.6 10i] 110.0 M8 Nln 1m.0 m 1]Dd N] 1]0➢ %6 fmD 081 1TB-0 IN6 179.0 -1 1100 +D6 1m.a m] $10.0 1434 1]6A Bar 111 1591 P40 B56 INA 17. 170,0 661 IJ4.1 MO ITO0 061 117A n69 IIOA Bill 101n 110D BAS 1 ]MO 1061 90.0 79I Sint R10 I}IL B10 nO➢ 1911 n0.0 NI 161.1 1611 Sort 990 WSA 411 n0A 30J 1N.B 1311 IID.B 1099 1011 1511 Sint 1051 9a6 1611 170.0 108] 6)In I140 9]0 9 1100 I11B INC 060 R40 19@ n00 NO 15n6 0]0 Im.O 181b 1991 I]10 170.D 107B @13 V1D I610 IDS] IW.1 Slit 163.9 10R 096 1310 1553 IOIO 1ll0 165.1 1010 m Nln Ime 9}I 9 INC 1109 1140 Sol ISie 1NA 171. late 13er INS 168.6 1013 I31.1 1248 Nl.1 10M IDBB 1398 SNO AN Aa8 INS I]D.4 NB ITT0 1%D IRB.0 p6 68.1 i3W R9.B Blfi IVA 100 8 IND 1MB +Sax B93 119.9 IND 132.1 N6 tN.9 INB Ilai Bil0 912 1N8 1000 B4B B1a .1 1027 DO 699 100 143 f% 599 1N9 9L] ]]O bL ]N9 91.1 BRO N1 ] 1N➢ NI f4Be 0a. 1ola Nl 11f3 H1 B59 NI 1W.0 711 ITS Nl 11.7 718 I11 N1 BA M1 541 MI M.B 744 61a N1 lot AN . 131 irt1m AN o 1.9 Sign RI Stu i61 NI091 IOLI ]b] US 0% CIA 740 IN 094 NA 710 See IN M.] ITS ISO B94 mt SIT AM 1% 61..0 M1 413 991 18.1 690 NI-651 e Too "I RB sea 61A NI 64] 6i5 Sl] 611 68.9 IN ITT Sol A].9 558 410 611 IBA "I DIA fill ADS SID SoT A71 397 631 N AT 4LB 6]6 "Sofi00 P 640 690 6fA 61B WA RO 5]A 609 IA.] 5B0 N.6 6N 34] 690 4]0 IN Jil 6W 39b 110 99b 6W 31.1 47r %.9 690 91b R59 lit 690 ]9.B IN 1Nln U7 1R 1 4So IN ILA 414 95S 188 Rl.l 400 31.1 106 321 4N 9].fi 166 ]913. NA AN Rl,l A51 m.i IR RIA 3DR I7A 456 31P 96 KA 466 19A ]IS 1111n 15.B Doll m 3LA NI 3U ]9] J].] NI 31.1 ]d] RB.Ii NI J03 96R RAA 41t R]1 ]]6 33.0 441 29.9 lIR 19.1 9H R13 36l I6A 111 I9] 366 11.34 90.A ]IA ]1.0 3]9 .To 31A ]6A 334 22i IN 3].S 3H 30,1 310 ABA 3. let 3R 11. 331 15.1 SAO 10.7 JN INIn 11.0 367 R1P iR q.5 303 11.8 99 16.0 R6R 16.3 93B Anchor Capacity Table One) BUNITa LM Ov[I9e BORGnL. XNw WU FII'S W. PTWm] Mo. NCnIXTyµ MehorClle, Pattern. witratoutsem YP FBOUNazM Allen are Uanem Nw rate Ulrs of 'I FYOuhtor iN'$B Fk06'14 ApAeGas D[0 Most 11P55 p[O AO01ead. Inc. S.(m)Svw(BG p133�1 M29YCI an.09) EOIFR9aeeen 1' 2-11S 1' 212' I.S. I• 2-111 1' Man i MAP Y 0N' n9Y 0.]2e paKNrH1 n 1.- hb4' f311' ISf 1 Lvd' 1. 4Y t-ila' 11, 1.11Y I'll 7 t9R' - Ma 9M[IMe a A.70' 111 Do. , candeO or CNNI NP(4W 1 �me 99]Ife M' 19e PoBIN IBASIN mIN. Me IN 31105 N91d MISS ON AN NBIM 37A. AID an Y91b 4prchae®1.1SNIM1 O.C191s'dN (O'paed mP(IV li fib IN ]W ¢a Wq WA NM NIA MIN aVA WA IUA WA WA 69219e %9ae 11AIM 4AK-Mm Q ran, D.C. I M L9 Axle Door f 094 TO tea J81m YAW9 19rn1te 10ffiN I. MIM WA ]Nllte 749IS, BMW Ia.. AND. SRp 1Se71M 3grcloe®031'Idh OC,lUl1¢, NiO.IOT Num (FN 4' NIA WA NfA WA SoA WA NIA WA WA WA WA WA NIA WA 950Do tAM1MIFLIT(f1R tO3 P1 lm tea IISm N6� $22. 1 crels 110m IPIM I asnag I 1811% 3Rm 4791m 1701m 211NS .1 IN RM[YM a91191dn QCIFLFp a 9MItM 9SO2e NIA NIA WA Nq I balle WA WA Ica WA WA Nt@9 dI2 R; W0M FIGURE I: FIGURE 3 FIGURE 4; FIGURES. • FIGUREZ TABLENOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 2S FOR INFORMATION • ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR ERACT DIMENSIONS, SEE MOLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPMAMATE HOLELOCATIONS. BE USED IN PAIRS 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ALI 301 SPECIFIC4TIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C90. WOOD SHALL FIGURES: BE PRESSURE -TREATED YELLOW SOUTHERN FINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 8063-TSAND 10 AMINIMUM OF.100-THICK STEEL LEAOBEAMINWUMGRAOE 33 AND IF1ANCHORS HIC IW METAI)SFALIL EMD TELL S BEAT SREW THREADS BEYANDTHEMAT ANCry0R31NT0 METAL SHALL E)RENDAT LEAST 35CREW THREADS BEYOND THE MATERIAL p10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, IM S.S.OR 4105.5. ...... -. "" - -) =ANCHOR CAP., , MUwONCAP.,.,.,e. FORMULATO OBTAIN THE"ANCHOR 'REQUIRED' CORRESPONDING TOM RESSUREREQUIREMENTFORTHE WHEN IT IS LOWER THAN THE MULLION (FROM THE TABLE) OF THE SELECTED IT WILL YIELD A MINIMUM ANCHOR 'WHICH MAYBE USED TO QUALIFY AL ANCHOR OPTIONS FROM THE PRODUCT REVISED as pIYNB with the FlorSEa Bonding CeE How-R0. 17-0630.01 RRpingon Date .09 /262021 1SMULLDNFDR4 13MlM1U0NFOR4• "AA4S�iONAL1ENvA FIEmMULLFDIJI FACTORY.MULLED UNRB A. LYNN MILLER, P.E. FL P.E.# 58705 AO C ilN MMnon c[p.HL•AnMA lm.Al1) 0M.In9 Koch RmYeRNm5ysp0mug mK3om) orOpeneig WIDE 0arlYVlzaa4AyspenMg mnbmR) wM I04, MI, we wm IOON Mtn UO Iv noN 1]5 [394 R°alapulvr LwLp TrgRr®p. logip Rclvrqulu lnPvq TnpllMnp Lvgk! Rvme9Jar letl6q Tra11AAry- baG�p WXanprW bWp TnpTdM LwJnp Rv.i9d L.,, TmpROanP mgn0 P+mryaa Lvgfip Tnartnm0. uIo q RMuµb lvgry TnpTAry. 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FIGURE 6: El TABLE NOTES 1) SEE SHEET 1 FOR MI TMCRONS ON USNO THETABLE.SAND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL PrSTAL1AT100 METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS MDIOR OPENING WIOTHS IS ALLOWABLE 3) MULLION AND MULIJON CLIPS SHOWN ARENOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21.26 HOLESTO BE DRILLED W THE FIELD FOLLOWING DMAENSIONAL RESTRCTIONS SHOWNONSHEETS21-M.RGURESSHOWSUGGES ,APPROXIMATEHOLEL TCtJS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNUF(CMU) SHALL CONFORMTOASTM C-90. WOOD SHALL BE PRESSURE-TREATEDYELLOW SOUTHERN PINE WFTHAN SO OF 0.55. ALUMINUM SHALL BE 06TSANDSEAMINIMUM OF.10TTKICK.STFR STUDSTOBEAMINIMUMGRADEWAND .0 TMCK(iBGAUGE).STRUCTURALSTEELTOBEATL T.I2 THIC MDA33ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWTFA'cADS BEYONDTHE MATERIAL R10 & M2 ANCHORS INTO WOOD MAY BE STEEL, 1"S S.OR410 S.S. 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GEE SHEETS FOR INSTALLATION METHODS.SgON...ENS 2030 GENERAL ,- FIGURE fi: FIGURES: 2)MNEM INTERPOLATION BETWEEN MULL LENGTHS MDgROPENING WIDTHS IS ALLOWABLE. � ?;• •_Fp 2EC• a.000• *•: No.58}OS • • 701 • 3)MUI.LION AND MULLION CLIPS SHOWN ME NOT TO SCALE.FORE% DIMENSIO ,SEESHEET821.M.HOLESWBEDRRLEDIN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2t-21 FIGURES SUGGESTED, APPROXIMATE HOLE LOCATIONS. 11'= _ V %O BTTEO �•�� FIGURE T: FIGURES: FIGURES FIGURE 1a: CLIP 4SUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOWMD GROUT-FlLLEO CONCRETE BLOCK UNIT CMUjSHALL CONFORM TO ABTM CdO. WOOD SHALL BE PRESSURE YELLOW SOUTHERN PINE WITH SG OF OSS. ..((�� " iP (MGLE FIGURE55m) MUST BE USED ( _ -TREATED GAUGE)ALUMIN. STMTO BEATML T112T THICKANDAM. ALLANVHORS INTO METOFA�THJM STEEL STUDS TO BEA MINIMUM SHALL E)NENOWE DALENST3 SCREW YXa•%35'MULLK)N . ....... S G %T,NNA�Ek' sx]` W PAIRS. 0. 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WA NIA 1}tlb WA swab WA WA N'A wUBu X31ON 3NCb fi Art1m®1]I'Ain.R➢./4CfR. aaa.I6'Nve. rrlp Bl WA WA WA WA WA N'A WA WA WP WA WA WA Wq NM 16Tb BAMMnQON'MN. OZ.' UCip, In10.1R5'A4m. Va. 6T WA WA WA WA NIA WA B'IA NIA N/A WA WA WA WA WHIta RAICAm®lw'NN.O.G/F.aQRIIBk MOM RWlbe IM 16161M 2mb 2m IM 9HM ]lots 3711W L6b w6b.R1' M9. RCIF� pb. ms BBOM Twbe C. WA N4 !mb N/A BIRIM WA WA Wn 66R IM MaW IIOIb E" •�� "�.""�'� .ANCHOR C21P.� ORMI. N TO OBTAIN 'ORMLIIA TOOBTAIN THE 'ANCHOR REQUIRED' OUREMIRITFOR H AN qESSWHEN I E S LOWERTHIT FOR THE WRENIIS LAWE)OF THE MULLION (FROM THETA MIN OFTHESELECTED T WILL YIELD A MWIMUM ANCHOR WHICH MAYBE USED TOQUAUFY IL PNCHOR OPTIONS FROM WE F-2000"--i 250' NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS WE STANDARD CUP. TABLE NOTES: FIGURE I: FIGURE2 FIGURES; FlGURE A: FIGURES: FTGIHVE 6: FlGU(1E 10: FlGURE II: I)SMSHMTI FOR .AFORIONS ON U ING THE TABLES AND SHEET 25FOR WFORMATION ON LOADINGSEE SHEEL52 EEN MULL LESIGTHS ANI OPENING WIDTHS IS AUOWAKS Rp '� �' 21M;HOLM WONAND OB DRRIIDE IN THE FIELD FFOLLOWIWISHOWN ARE NOT TONG DI ENSIONAL RESTRICTIO,YS SHOWN ON ENSIONS, SEE S FIGURES: FIGURE B: FIGURE]: SHEETS 21.23. FIGURES SHOW SUGGESTED, APPRC%IMATE HOLE LOCATIONS. • • ANG E CUP a( SUBSTRATES: CONCRETE SHALL CONFORM Tt) AD13UI SPECIFICATIONS HOLLOW AND GROUT-FIUFO (FIGURES CONCRETE BLOCK UNIT(LMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED 6-7) YFLLOWSOUTHERNPINEWIHANSGOFGSS.ALUMWUMSHALLBE6 T5ANDBEANNIMLIM OF.126' MUGT6E THIM STEELSTUDS TO BEA MINIMUM GRADE 33 ANDAW THICK(IB GAUGE). STRUCTURPLSTEEL TO • • • • US IN BEAT reeT.126'THICKAND A36. ALLANCHORS INTO METALSHALL E%TETN AT LEAST 36CRE'N PAIRS. 2-%6'%19' THREAD53EYONO THEMATERIAL. H108Y12 ANCHORS INTO WOOD MAV BEBTEEL,18-09.S.OR I10 G.5, �N PRODUCT REVISED DUi=pIZI-MU-FMtida Code NOA-No. 17-0630.01 EApimilon Dato GS126/2021 J,•N' ANY LYAW '7.. Q .9 *: No. 58]05 i] n -. p0 4 T � i�Sn��ORIOP. sG�=` TABLE 14 Mullion Blindly Tahlo Opening WMih (fawxtlmfy s0aalRt Iln6orcl of O1-LK; No19Mflmllollml]aM*Gr2alin9 ITUB rs) all WN ]oln WN WF ROUT 120in 140M 1WN 131'a T.11' Re[I➢ryWY /°°flyry Tn{Tby. Iaae�B fl%IiryJv[ b[vTg T[yYI4an4 R..1. I T.i T... RM. UnO, T[eP]AWB L tnj R4[UW3w ImeiV TRN]lN Im1N 16[IeR)ule, ImOep P u*ftB InvSrya amJn iRpTA➢ig Rslayu6 La*O TepTnI, a.125'AWm�i�$l11�g'0 TMBpp $gluW'vY h I i, h I I � I Al $pLwm dg 0�gaaIad11 gLmpq gLad, pU,.'. 43F tu] BE +04a aM Imz n MS 413 1010 6m IMS 4u Wt 9B MO 411 MI M 1Ht 411 MI 6S +XI 411 WI !'A 13k+ 411 Sid 5]0 IY.1 nl lM1.+ !'A LV1 1, 40F as 4W la 3!3 en! ' B41 On BR0 4W WA 920 W41 403 01.4 at] 01] 4W RI 9ts 492 403 M 314 AU 4W NO 314 34d 43 }SB 314 W2 W m6 3N WffiSN .0 3Q B10 0S 9W M3 b4 WB 3W ]1.9 469 a.5 9@, 6]3 }W µ] ]W E6! p4 4L3 ]fi3 T 2W X] S9 W.6 m E.4 E} W6 Il] ]S) 1W as N3 § 34F 01.0 3f0 ]4d 'dil EEB 31e 04] .1 460 ON 6]S : I24 ]IB W! ]A 07.1 d1B WB 150 339 310 446 SU M3 ]16 49A 246 24.2 316 411. NO z12 >IB 441 240 U 60F 4.46 FA 611 11B H1 3Y 43.] p< 35.9 150 46] 110 HB ]f8 3!S 201 }].! Z60 0aB A4 24] 15D ]]A N1 HB 25B 9.1 101 1l.] 150 321 At 116 3m 022 AI sWN G.} 4]4 A.0 SSB pl 19.1 139 Wd TN X] 1n Al 99 3L3 IW ]3.] ZM H4 t00 31.4 p9 :kn IM "I 2M ID.0 m 1&3 TJ4 'AB 1B] 13.4 yX .81 1. WF 3)3 Zia E.4 IW T.0 T3 H1 Ip H! ]1] H• tR H2 213 9.0 1. pS 319 'E1 Ile 160 213 H] iW 1S5 313 p3 KI 111 }1] ]LO IW ILB 31] 4.0 1W RN 10B 1R ffi1 19! p.9 1]9 Il9 1W F4 99 HB 149 179 In MO 147 169 IN 19.7 14 ]Pin 1l3 191 '/3.4 101 214 IT 17A 161 1&0 135 1S2 I61 1].0 lit Rln 12.! IM 1 pA 1 133 1 NO I IN 119 1M t01 1U 17.5 128 A11ahaTCeoeclM iaSM Aka ' 6Ja1ma 2]SCu,[sh 69 CRG nWnCNU FIIeJ CIV PT WPn N.9a M:ku Ty(6 Anchor CAP Pebm6 Yt6•EkONlam WFMPVe]am MtCEk0 ulrsm yty El[PUAa[m IM Fka19w[m 1/f 6S Eko a9lvitlm 6116'FI<0 uln[m VO'69 E[k ApOMaa� YW SIB s[mlI[;519Bmb T1SYiel M1iq n25hel acma ins) EOp Oawka 1' df/S t' Afl2 112' P dt? 1' ?Y! 2' SYB' T nd:- O.Y' P5A Bnb90Yi ISI4' W( t5'f P 1 W 4111' lAlf. 4V4' 41/f 4VP 2 1-92' t.Y9' 13'v 4MRn®SYrt 6Ll 36/.Ipb 09e/ Ir fl01pt IW ¢v 6°-0LLfi M tW1 Cf I =m 1 WPM 1 11819M ]YPY nk0[ lmtec W2M 9W Gi 4YI N5 TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANUIOR OPENING WIDTHS IS ALLOWABLE FIGURE 1: 3) MULLION AND MULLION CUPS SHOWN ARE NOTTO SCALE. FOR ENACTDNLENSIONS, SEESHEETS 21-23. HOLESTO BE GRIMM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTONS SHOWN ON SHEETS21-M FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USIIDIN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOUAW AND GROUTFILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CBB. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 605 Mi AND BEA MINIMUM OF.1W THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND D4S THICK (18 GAUG4 STRUCTURAL STEEL TO HE AT II THICK AND ATB. ALL ANCHORS INTO NET&SHALL EXTEND AT LEAST3 SCREW THREADS BEYOND THE MATERU .. E1 O5 M2 ANCHORS INTO WOOD MAY BE STEEL 1"SS.ON 410 S.S THIS FORMULA TO OBTAINTHE'ANCHOR \CITY REOUIREO' CORRESPONDING TO AN PRODUCY�nTg REVISED BUIfEinglOPG wIM M. Florida HOA-No.CPG 17-0630.01 Eapl]RNa0 Into 05126/2021 By ml.m Preaa� Gbawl IDEF * : NO.5By05 A LYM MILLER. P.E. FL P.E.# U705 '-- - MulOAn d ally T/blo OSedBr) Op Mrg W dth (AawN®5yaperTilG mUb.) ofOpdnlog HoiBNt(brYatae9B0<'Apamry Barbara) Win WF mlr SAN WN, BobI tAln 1401. ISBN 3.25'30 Pttlarym LoodIN TeWneN I-,m PM®WIO Sner➢ ,g R[ImpOu medr➢ TeSGMs2 PeclMpAe[ rrtpTloe. Lee9ip Pe[ImPBa' oa" 1 1 RWrWz Wdn9 T14TImA Lm9rg Fsla1 Load, n.grnaa. Loedm P[[bNJ.1 lmSn9 LelVfrmA. Wdra Pa[bn6•!v IAodm ry✓d-o, Icadra DEG.AL a ppLoadnB :{an pSSggpRS'gy55g$S�g_g6dad S@All y'leaft pplmd" ggLudNB s@ i s@ 8 §@ aasSsaDAYUULLp�3 i aS 21 � 88 1d 22 8€ �8 s@ 2@ .1 if aN IrnO RJ 170. w 17m 70 4n I7➢A OU Im9 •US +n+m0 519 Rao I1m Ima Sol 1NA IM Imo Ul INN um INN m+ 170.0 IO5 INA sn 1 l 1749 Imo ml uN Rao rol R04 m4lion 6f0 5N tma B[n nm 6NI. Itm Ina fill Imo 12m Im8 6R Ina tm Ima 6m 15 tm2 Ro.O mo Ina INS 17M 6m R43 IM Imo No BnSMN 17MO TST Rao Sm Inn BM m1 Ro.o IM Rao Bu Inn 1113 Imo mRoo WQ Imo 7u IU2 HN Imo No Ina IM 1Tno TSB 1R.f 103 1no Tm lone INN Imo TmNN ITao nr INC ellRo.o Bm M Ina Ilia Roo IN Ina IM Imo em IM4 um Imo mr 14U I= INA 6m Ina I3m Roo .1 fm.1 INS In.o Cm 6n2 Rm Imo ml PoN n0.o Os Imo ml Im.O IW l9r ImA nfB Rn0 Bm +We I96 1m0 W ue.e 1118 1398 SB6 t1lA me +al 9M 9u me IK.1 9n Na I:m +M.1 Ws liimN f]oa mo fm0 Ta In.a IRo Bso JIN INN nm IQ"All MA 1130 Ima N4 IIeA IIN 1413 l96 IMI INN ISU eM VA 110 Rsz 871 Til I160 IRz Bn 61T Rm tIDa Bm mN Una W4 Ima INS ISA IWS 061 U]84.3 IWO IUI 060 101A 1045 1=4 m8 BIA INS Iln6 IN n3 Ids 109.4 NI Oil IBQ I.B3 918 m.t 1G! INS BID nN 4oBWO 1O.B 1H1Tb laid Na 110.8 111 98.0 Gooi IMa ni N2 030 111 ioi N2 Wa 58.7 am n] W3 W.5 Bet. ra5 i5B 44A eW nA Beg nln HB.T n0 MI BW 0.1 no A]8 55.6 TW mA FPS 74.0 TM 83.9 GR BOB TOO n0 nN 5BB ]W 71.7 05 4RB 7A Gil m4 42B M 023 BIG STA r0 61.1 BR]BIN 1fOB 715.9R9x3 'IW BM mf TN SIA m2 m.2 70 771 1M ill0 T6o nA 812 mA ]50 M7 WS 111 'Tm 594 SG BOB r50 m3 m8 N.e I. mA G9I 90NTLIfm TL4 m0 BE1 NB 491 51.5 Sm WI In 4B1 Y3 499 A75 4ol Sm M4 46B 56.1 'dJ 4oB 462 30.0� 60 NZ A'x 25A ® III Mf No 00 31.0 M2 em m.l 43B 43A 4M N.e 4rl N.1 4"d Big 4T 33D tm N.1 410M.i 495 an 4m Md US N.t SO 21.2 4M X.8 IN 1S. I% N.0 IN 109b 41.1 '1" 426 MB 'A6 3BI ➢t.1 3m 2i1 NI VA Nt M3 391 M.B 1V N.B SSI 221 YB IrA NI 1.1 NI 14.0 Sal 17.9 315 III. 3B4 3N N2 *4%S Da al! 3n Sea 24 HB n0 2i] TA 21A IN'l,N6 1e] 210 20e B12 1Ba fm tl1 GmIAN 30A 317 be 2N 2I.T 317 LA 2W 19.0 3R IBy ]n IBO iR I]B ZIJ IMN ITA - 1]A APChar Ci a TeSN b9 510[wrs a.Ti Ca:utle ].N [mn rdTnCYY FSMCMU PTLWJ YeW Archoralp Patlimi NI6 FCO NIMM 1N'Ebo Uhamr 91l'Eka Y1osm YIPEIop UI✓mon 1l4'EW UMCu IIC SB EEo AAYaa.4 1W EI[i Y.'aor tH•69 Eko AmreGabl dI05kU BeRI (G3J da6lal 4[rap tyl _I__ 6[wm) EeSeWWre@3 r ztn• r aln -G, 1' x-im r ztm r slid r O.b' a.N• 0.9M• EmMOmml a WI' t19' t8N" t3ra• r Nrr 1d/t' t-IK' 4t74•I wtl[i ar.raMa 4q a NEed ItNBIAm aNm 105N®. ]w ¢. lie m5 M fm E.BM 4 e§G m3m tt3oarn¢ GMCY/®a.Tt'Mn n.C,7QIh6AlyNG IISN. aI 1t30161 ItIDlb Bm Ee LIBAm[ IRImN ON: WA 1059 Rc N0 I]Nlm WA IOY[I0.1 103am 1®Om FIGURE 1: FIGURE2 FIGURES: E ANGLE CLIP (FIGURES I-3) MUSTBE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEE7524 FOR GENERALINSTl TION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR E%ACF DMENSIONS, SEE SHEETS 21-n HOLES TO BE GRILLED W THE FIELD FOLLOWING DIMENSIONAL REGTRIOTIONB SHOWN ON SHEETS 21-23 FIGURES SHOW SUGGESTED. APPROMMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI WI SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTA6 C-90. WOOD SHALL BE PRESSUR&TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 61) 3IS AND BE A MINIMUM OF.125 THICK STEEL STUDS TO BE MINIMUM GRADE 33 AND.045-THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND AGO, ALL ANCHORS INTO METAL SHALL EMEND ATLEAST3 SCREW THREADS BEYOND THE MATERIAL N105 k12 ANCHORS INTO WOOD MAY BE STEEL, IIHB SS.OR 410 S.S. 3P BAY MIRUON =ANCHORCAP._ PRODUDT REVISED .. compl&Yx9, with the; Florida Balltllr0 CAdo NOA-Na. 17-083D.01 EaptraNOr Dma05126/2021 By 511am 0 m act C.Ngal * c Nc. 9B705 = A LYNN'MILLER, P.E. TABLE16A M ill00 C1 0 TaMA sa OpN.In8 WidN(foSwNra3A&pBN110 mJflarM)NOPNUnB H&tAM(krlv�rMT3'Wel&Irpmdkln) m1n WF 701n WF WF INV INV 140le 1mk ]36'48 RnM1nyly IuedM TIOROy, IoaS"0 W<Wp'Is Lm]nH T.FIRIero LUMO I sbm LNd. Te;'T' . I .,S Reeriver wft TbDT&. L g PamW'm "1, TAW Or, VS PMeryJ✓ LNIV, TRRNn9. laa4q BtlenPAt leedry T.NM.O, Lae, pe<mQ4m LVWry }bMNip. LaMO RO Pa. modlq Tgrfileu meNg DEG.AL earLDuu� s v _ g s Fc _ ;• �_ La',- DO All COM IMA 6N IRA IN 170.0 111 1R0 QB 1]0.0 BW 1]11 SW IRA ON 1704 519 1R0 1110 1100 US IRO 1249 IRO USW IRA 58 IRO IRt IRS On 1.1 IB}I 17n0 ¢1 IBF INA AG IT0.0 WI 110.0 !U 17n0 6N 1R0 BR3 1]0S 630 1}0.0 1133 170.0 651 IRA IY]5 1]n0 BA IRA 1N] 1Re B00037 IR.O NO IMJ I637 S]0e BW INS 1037 IRO W0 W.WSF INA ]O IRd SW 1)0.0 0H 1R0 eN 1)Os 1019 INS fiN SR.O 1105 1N.0 1N 110.0 13" IRO 141 170.0 1<91 1180 1W562 1]0.0 ]'-0 1$1 ISV VOD ]!8 IIOA 165x 1R.0 TR YF II00 Ti] 00.0 612 120 GfB 1}QO 0% TI80 IIIB 1ND ]L t}0.0 193 11P0 80] 1]0.0 IU1 IRA Wl 1551 I<59 1R0 [504H 14! IN.O WI N0.0 1Y3 IRO Idl OLO 11'L 1I0.0 R1 WF SRC IRO Nl IRO 1053 SN.O RT TNLO 1313 IRD WO IB].S 13W PGO eN IAl NW IRO RB IN.] In. I.S ON 3W ml LW ®d 1]® IS].l eR i0 IMa 161.163U IRO ON 1N0 }15 110.0 1119 IRA 0'A N19 1217 IRD 90 Itl3 1211 1&S Do 1A3 IN] SODA WS 114.0 IN] IN.3 9Y24] tY3 Ob 01A IRA 135,3 WS JI] 1247 135] 095 -1R0 W4 IRS NI INA 1169 1R4 BW 1484 IIW 163J HIS SEA PW ASO 045 115A 11W IM5 WB IRA SIR IM 914III 110A OW 1Q 1160 ISM SO 81.1 11W 119,1Nln 1%0 1600 ei] IL.I 1010 1ND O50 115A 1010 ITS W 1%.O 1%0 114] BtB !8A 1%0 IMA Bll me 1010 %.1 W]f0f0 SOS ]% 61.1 1%0 B1.0 ]BO 50.3 1%6 %.r N9 Rln 13]} 9C0 N18 i13 INd BIM 1II.0 )15 B01 %A 1W,1 ]61 SODA KB 10.2 HB N3 S SILO Re W] 48 W] DIDOW }1.1 TSB 10.1 BW T1] 1t0 RB NO R! Ne2 Eln IE.1 ON SIDS R4 SOS ul 1121 In 96Sm1 We T35 DO.1 Wt NS }I3 ]00 US %D N3 WB W1 N4 eMSO 0.1 WI NA Val NO 05 29.] B61 ®} 8}2 WN 2l N9 W US mD Ne NI W4 51.1 N6 62H SH 61.] NB SOI 6I5 ISO 6m SIB O3} 41.4 N6 ITS SVNB UJ 510 WA NO 362 511 $0 NO 38.5 N1 WF 607 SOS R1 WA HA Bm 5&1 IN 14] mJ 51A 401 l20 551 19H Im ]]A Sm b.4 438 31.1 Be Y1 1N 2!A IPo Z IN N2 5A MS 453 D1.3 Sm AT NT 100E 4]9 IN 4!➢ Nh ]9.0 U9 US 399 N3 ND 35.} yJ]t.] 301 Re 4W AB Y2 $8 Me AI 9>] 3DA NO $] Sm Il.l 4N 30.4 361 150 U9 100 SY 111E N.1 4A 150 3m NA 425 V.0 371 31.5 4N YB M We 4iM1 2&I IN 245 IE A3 ffi T21 1]O 140 350 Im <]S 211.> 350 15.1 RS f0.B W 1EN DIA J61 m? LI $1' mI DA IN 24.9 SN 25.0 3E 21.8 3N $B DID I" XI A3 DID 17D Sm 101 Dee 1NT 1 203 25) A4 NS IBA ES 17.1 ON T IE1RR Aneppe Cl ae TSEk A0 aJueme' ehQ Cnh s.ekmm. Saw Elal r.VTMbM FIRMS M.O.ka U6am b '!p'Eto Ubs 1/<-eS IXa AINGeb&-F53S1+ 01051�1 8125W w) DS1Y16 Hx51MAnchorCOP S-(W)Sw r n.N• nY oD. r L11P +-V<• YW- ' M14- I-1w r IdR' I. , M<ex Afuim®s-Min o.CrWO<sM6. I +x 393 C5 x6om <wm e90 t% no0m na lm amm x5< iNlm Ne6e Ml Oe Nxlm SW a.H r0m rOs m Ima N> m Nlm mO2 wA ee01m IDCxlm mxlba esSlb Ifxemx2Nm WA NOG WA Isom WA INxlm I.. I... FIGURES: FIGURE2: FIGURES: ANGLE CLIP (FIGURES 1-31 NUSTBE USED W PAIRS TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHOOG 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOMR OPENING WIDTHS IS ALLOWABIE 3) MILLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR MGT DIMENSIONS, SEE SHEETS 21 M. HOLES TO BE DRILLED ON ME FIELD FOLLOWING DIMENSIONAL RE&TWCIION9 SHOWN ON SHEL-TG 21-23. FIGURES SHOW SUGGESTED, APPROSOMATE HOLE LOCATIONS. a) SUBSTRATES: CONCRETE SHALL CONFORM TO ADS W1 SPECIFICATIONS. HOLLOW AND GROUT-FILLID C)Slula TE BLOCK LWIT(CMU)SHALL GONFORM TO ASTM CSW.WOODSWdi SEPRESSURE-TREATED YELLOW SOUDIERN PINE WITH MSG OFOEG. ALUMINUM SHALL. UEMW8 T5AND BEA MINIMUM OF.125• THICK. STEELSTUDS TO BEA MINIMUM GRADE 33AND,045•THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LFAST,125• THICK AND A38. ALL ANCHORS INTO METAL SHALL OMO AT LEAST3 SCREW THREADS BEYOND THE MATERIAL MID a d12ANCHORS INTO WOOD NAYBESTEEL, 1" S.S.OR 410 S.S. .ANCHORCAP.e FORMULA TO OBTAIN THE -ANCHOR FROM THE PRODUCT REVISED 11EingI gwiN Me Florida Ce NOA-No. d 17-0630.01 Uplmtion Date 05)26/2021 Nn, 58705 FL I-,aoo••1 r,.25r-i S� -� ,.D00• r -� ,.BBB• r- � � � -{ 1.BOD• )- --1 ,.BBB• "I� �-t.zss•--� r zs e a s2.J1" 2.760' .126• 3I2S .12s 88' ,zs•z000•ZNT z6165' ,121 26' LF5• �• Tom• i 1 T pILI I I 1 .90D• 1 W '1 w 1'XYX.I2TWU11ON I-XTX.3nI-MULLION 1•XzMX.376•MUWNI 1•X2]SXMXL1UU0N 1•X3.w X% MULLION 1.wx3.188•%.'ASMULLON 13CX3]I'%.1S MULUO Is N 6033TOALUM. 6041Te ALUM. 60B WAWM 6063TBALUM, man kLU64 WoMlALUM 6063T0AWM. XSECnIMF XSECnON %SECTION XSECRCN %SECTION X6ECIION %SECTION _ W to O •� 2.000• U 8033TBALUM, XSECTICN .125' �•{ F•-.12s II z.,zs UTs 6 X-SIDOTION X-6[CTION .12Y £ F- -.•-" _auATEF¢w. see � mix. £ r CEIM F.3NEETA 398' MPL I A A I 0.CLIp J I L J 6063T6 ALUM. OMEN 6TANDARDOUP 60340 ALUM TOMSVJ CENTERCFANCHOR HOLE MUSTLE WITHINTHECASHEC BOUNDARY. SEE SHFETSSIJFORTHE ANCHOR OC. DWPNCEM saj61 ANOHORHOLE DLMIETER: ANCHOR DW/ETER • 11187. TABLES �, j-.,26• 2XSANGIE CUP 8063TBALUM. 2.n00• %SECTION .125' I 37 6'MB4 i_- __ a 2XSANDLE CLN 6063•TBALUM CENTER OFANCHORHOLEMUST LIEWITHINTHC TCMEW DASHED BOUNDARY. SEE SHEETS 618 FORTIE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DLAMETER: ANCHOR D METER. 111T. Mull Dimension (sbeati0 POT Part p Mullion 561. Clip 00mt qip Ugip Angle Clip 1'X2'X.12S(5) SIM 668113M 6601118M 666243M M11M 1'X2'X.376'M 666005 M114M (661118M 615W4 6SES1210 VX2.7.TX.375-M 6607 M115M M1120M 686245M 666513M 1'X2.75'X.650'OI) 6E608 C68118M 6MI121M E66746M GM514M 1"X3.12WX.50Q(9) WS37M 6661116M 6SBI114M 6%742M 666515M 1.25- X3.18B• X.2W(12) 66641M 6661117M 6661113M M6241M BM16M 1.26'X2.1VX.125"(18) 69370 WA NIA WA 656517M OFFSET CLIP NOTES: 6003•TO ALUM. Toni" 1) HOLES TO BE DRILLED M THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEE SHEETS 59.12& 18 FOR SUGGESTED, APPROX TEHOLE LOCATIONS& ANCHOR O.C. DISTANCE. 3)SEESHEETS24FORGENERALINSTALL ONMETHODS. TABLE A Dimension Value On) For Mullion: A 1.825 1' XT X.125" Aluminum Tubo Mullion B 2.650 c D.B9$ D 0.740 A L125 B z404 1' X2' %,375' Alum num TIAe MWfim C 8.635 D 0.490 A 1.875 i•Xz75 X ,375 Aluminam B 3.000 C 0.7E7 -be MWGon D 1.118 A 1.312 11Xz75"X .eCo. Aluminum Tube MWllon B 3.000 C 0.476 D g gag A z000 -X3.12s'% .TW Alum Ae Mus 8 z8W C 0.863 D 1.137 A z625 116'X3.188' X.2B5'Alun Tube mull B 3.2W C O.B62 D 1.762 126' %2.11' A 1.813 .121•Al. Tube MWI PRODUCT REVISED Do BuiMin PINm9 with INa Rerltla NOallo.CC EE 17-0630.01 Expiration Date 05/2612021 * i No, 58705 I2VX3.2SX.100' 1.25^X3.2SX.024- MULLION MULLION 600&TS ALUM. CCBSTSALUM %SECTION %SECTION 1'X4'X.37V ' T-MULMON 0003-TB ALUM. 3TS X-SECTION MIN. 135W Pq 2.515' 3.94' LU1W' B - .fizm 1-- 2 1.25'XIIIVX.624 MULLION 6005-TSALUM. X-3ECn0N Ct 12 a .Izs° 2%S. Iz.1z5^ I20W" 2%b ANOLE CLPCMrv6TMC0N NCP E^ 6060:bT6ALUM. I 83-TOAWM' jll- %SECTION ,125' N .125' X-SECTION k a U 125'-T p U CENTER OF ANCHOR HOLE MUST LIE WGHIN THE J u OASHED BOUNOAAY.6EE SHEETS IMI)FORTHE ANC410R O.C. DI6TANCE MAX IMUM ANCHOR HOLEOWAEFER: ANCHOR O6VAETER+ifi6'.� � W �o -3.1z5'-�'_CPEATE FClIP,YEI '3TS I \ OETALF, SHEET4 E .37S- CENTER OF ------- ANCHOR HOLE i I MUSTUEWITHIN 1 THEDASHED I BOUNDARY, SEE I I F SHEETS IM7 1 E FORTHE F --- I P ANTANCC. I I DISTANCE I NUMU I ANCHOR HOLE A ANCHOR HOLE D"EANCHOR ,______� L------- j ANCH0R OIMIETER+IHO'. E STANDARUCUP WCLIP ROF ANCHOR HOLE MUST LIE 6D03•T6 ALUM. 60631 ALUM. I THE DASHED BOUNDARY. SEE TOPVIEW TOPVIEW 510.17FORTHEANCROR0.C. TABLE TABLEC.CONT. -.aer-V12ST45-BATMULLION 197 Tr .II . MW. 29125 4S 220 fi}W'BAVMULAUM. _______ l6063.TSLLU%SECTION WSECT.O.125• NDTES: sfi^1.T40°IIII PII 1) HOLES TO BE DRILLED M THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, 2) SEE SHEETS 10. 11, 151 S. 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. OFFSET CLIP 6061 TOPVIEW OlmonNOn V9luo On) For Mullion: Olmanel0n Value JID11 For blulllon: F 0 3. i 1.000 1 4'X .125' AI.INm Tube M.Von F G 1.00 O.SOD 1.25'%3.25- X.024• Aluminum Tube Mullion H I 2.680 &OW H 1 1.ATO 3.250 F 0 3.1G1 0.757 1"X4'X .3I5' AluWmm TuM&•T' F 0 2025 1.125 135•X3.94' %.624- AlMnlnum TAe Mulll4n H I 2.430 3.00 H 1 1.40 3.250 F G 2.250 0i60 1,2V 3.2Y X.1W' Alunirum Tube MUOMD F 2819 90'Ca MUB F 2.6T5 45•Ba MUD H I 1.500 3.250 TAPI F rl 2%SANOLE CLIP �" $Q Q W81TCALUM. �� TOPVIEW 1 ?�:1, PRODUyyC��nTnggREVISED .. ..n.101 IN Vi. Flo lida NOII A-HO. 17-063O.O1 Mull Dbneneion (aneeUl POTPatl4 Mullion CM. CLIP ORael 011p U-CIIP Angle Clip 1'X4'X.trF(10) 69309 00MUM 006,12m eRguM R6510M VX4^X.37S(1) BOOM 60611YM 061123M 6 &MOn MaSISM V X4°X.375"T(11) om 666112M MOH23M 00INI 66061OM 1.25•X3,26'X.107F3) 1.Y6•X&. X.UO(14) 2016060312 2ON160316 CfaH21M 0691126M M1124M V611UM 6662410M SPSZ0110 66851151A CM416M L25" X3.9P X.uv(15) M162 M1117M 0E0UNM 660241M 806M71A 300'no. US) OW49 WA WA WA 00W1fOI 450N..(20) awk, WA WA WA OmillM ui \1 \I1111111// w *; NO. 98705 ., =m ® ,SOT•.. STTEO /�,��. � %QS,•+"YoRIDn..�G�2� '' iS lVAL \ L // /p ECG �• //llll II\1\\ A. LVNN MILLER, P.E. � FL P.E,p 5BT05 TABLE E D g STANDAROCUP UCLIP I MANGLECUP g 60DSTSALUM 606YT6 ALUM 6061T6ALUM. ex NOTES' 2000' %SECTION 2125 %SECTION ZOOR XSECDON d 1) HOLESTO BE DRILLED INTHEFIELDFOLLOIMNG I .125' 1 .125 .125' U F DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. T Z 0Na W 2)SEE SHEET51&17 FOR SUGGESTED, APPROXIMATE 4,� I U = HOLE LOCATIONS. t.19P J y 3) SEE SHEETS 24 MR GENERAL INSTALLATION METHODS. 550D' dA 2.000' 0' cREA�am• I{�S.000• 3TS IN .375" _SEE DUAL F, 37S MIN. v m Z m N MIN. F 6HEE11 MIN. .3]5' ~ p m Z __ ______ _______� __ __ ^d l0 i_____ I I 1_____________________l i Z WS �' S w�W 1 ssv 6ai7766 AUJK i a436' i i n 0.3 m to wNZw�� %SECTION I I __j MIN. ___ _______�L___________________ j I . I0 It N N STANDARD CLm UIt .DUP,fi06}Tfi ALlkt 2X6 AN LE CLIP U = ¢ 3 CENTER OFANCHCRHOLE MUSTUE 606ST6ALUM MR R2•X4•MULLON.SHEETIs CENTEROFANCHORHOLEMUSTL�E 6083T8ALUM. O a .� 2 to N .250' MIRHNTHEOA5 MBOUNDARY.SEE TOPMIDA TOPMEW WITHINTHEDASHEDSOUM1DARY.$EE TOPVIM g� 30 �O SHEUSIS-17FDRTHEANCHCROC. SHMS18-17 FORTHEANCHORO.C. DISTANCENNOMUMANCHORHOLE CENTERGF ANCHORHOLEMUSTUE DISTANCE MAXIMUM ANCHOR HOLE METER, ANCHOR DIMMUM• Mi6'. WRHINTHE DASHED BOUNDARY. SEE DINNETERANCHORDIMUSR-M16'. SHEETS °fin? FORTHEANCHORO.C.. PRODUCT REVISED 5500• DISTANCE MAIOMUM ANCHOR HOLE mPIYY�'�n99 wIN the Fl.dd. CUTIIEILERI DWIETFJi:ANWORDIN.�IFR• M1S. Building Cetle r—Z�S�1 .3]5• 3' —,, �-II CR12ATEFCUP, 315, SRO 140 J.. 17-0630.01 MM. 2 . EDURILF, 3]S T-SHEET4 MIN. MIN. B pomOan Dat 512612021 3 6• BF �, I I F--��-----------------1 Mivm ePro ucL cones I I I 1 i I I I I I I I I I I I I I I I I I I .250• 6.000' F -r-- z-- -_F 4E6B• @ 5.435' € i —- 1UUIrr 5.d3B' I 6.638' rxfi•xas 1a I Jab.:'LLcervsF•.1�• MULLION I I _: � • 6pl1TBP1UN. I I 1 I L No. 58705 . . J66ECTIQY I 1 � � _ *: _ I I I .MIN. L--------------------- J MIN. O; " STANDARDCLIPL V{LN MANGLECUP .25P 6TO.PMEIVM MM FOR 2X 9TM1°ULIL ON SNEETtT Aw �TowIxETum �'�SzQNAL E`�G`� TowIEW A. L�Md)dIA.L1 R. P.E. FL P.E.958706 Mull Dimension PET (6AoetC) Pant Mullion Sid. Clip U-Clip AnBla Clip PX4°X.25'(18)' 66602 668281M 88B271M B683f 12M 2°X6"%.25'ry71 66E04 666262M fi68272M 6685113M EXAMPLE 1' SINGLE VERTICAL MULLION N]AVMLFSNHEOD Nu LC1N tFHDIM ..--SG6EE .G7PAnw DETALB, PRODUCLS SHEETS vvRwu� ]a 4 _E sl¢ETs ]a NOM'CNORS IN WINDOW SILL THE BUILDING SUBSTRATE 15 NNCWN TO BE WOOD ON ALLFOUR SIOES. THE WINDOW FRAME DEFTH IS 2-114% PRESSURE OF+60.01.60.0 PEP. 1) INITIALLY ASSUMING THAT A T WIDE MULLION IS SUTTABIE.THE MULLION LENGTH IS 72-AND THE OPENING WOW IS32'+82M=6S. REFERENCING SHEET25. ME COLUMN USING RECTANGULPA LOADING MUST BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST WE MOGAN FRAME DEPTH OF2-1/4'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+80.COL0 POP. IFTHE TABLE DOES NOT SHOWTHE EXACT ST[E, USEME NEICT LARGER SREAVAILADLE FRWTMLE 3A, SHEET 7, THE 1' X 2.75 X.37V MULLION (LENGTH' T2', OPENING WIDTH -70')MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS+/38.3 PSF AND WOULD NOT BE SUITABLE FORTHIS APPLICATION. FROM TABLE 4A SHEET 6.WE 1-X 27S X ASD-MU WON (LENGM-72', OPENING WIDTH a 701HASADESIGN PRESSURE OF+M7nF WHICH EYCEEDSTHE REQUIREMENTS FORME OPENING ANO M1NY BE USED INTHIS APPLICATION. NOTETIEANCNORCAPACfiYREWIREDOF 036LB5. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANITTYAND CUP TYPE REQUIRED FORME WOW SUBSTRATE BOMTHE STANDARD CLIP WTTH (4)#12 ANCHORSANO THE W ANGLE CLIPS WITH (4) 412 ANCHORS HAVEA CAPACITY OF $85 CBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL 3) VERIFYTHE DESIGN PRESSURE OF THEFENESDRATION PRODUCTSUSED WITHTHIS MULLION SYSTEM. TIELOWQR DESIGN PRESSURE, OFNM.UONS OR FENESTRATONPRODUCTS, WILL APPLYTOTHEOVERNIASSEMBLY, FINALDESIGN PRESSURE REQUIRES THATTHE BOTH THE MUWONAND THE FENESTRATION PRODUCT BE INSTALLED INACCORDANCEN'ITITIHE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTR MPESANDFENESRRAMON PRODUCTS TO MULLION. INTHIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/-60.0 POP. THE OVERALL MULLION SYSTEM WAS DETERMINED TORE 727 PSF WIIHANANCHORGIPAMYOF ME USE. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORME EXACT DESIGN PRESSURE OF SO PSF: (WPSF)X( TILT PSF/=M4BLBS (MAYBEWEDTOQUAL #10STEELSCREW MWTABLE4B) _ THE BUILDING SUSSTMTE IS MOM TO BE CMU ONTHE JAMBSAND USES A CONCRETE HEADERAND SRL THE WINDOWFRAME DEPTH IS 23 . ME OPENING REQUIRES A ? tl { DESIGN PRESSURE OF+50.W450 PER5 FORTHEVERITCALMULLION: a 1)INFU YASSUMWGTHATAI-WIOEMULLIONISSUITA ME EWLUONLENOTH1332•+ R'+1'=105'PND THE OPEMNG WIDTH 1536+3641'•YS. REFERENCING SHEEP 25. F 2 ES TIE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SOMME MULLON TABLES FORANULLICNIMAT[SAT IFASTTHEWINDOWFRAIAE DEPTH OF2�'AND WILL NA epl EXAMPLE Z. MULTIPLE MULLIONS MEET OR EXCEED ME REQUIRES DESIGN PRESSURE OF+500A55A POP. IF THE TABLE DOES NOT SHOW THE EIWCT SIZE, USE THE NEXT LARGER SIZE AVNLASLE, W aY sF FSmIS' FROM TABLE SA, SHUT 7, THE Y' X 2.75'X.37r MU LLION(LENGW IOV. OPENING MOTH- M-) MEETS THE DEPTH REQUIRED, HOINS ER ME DESIGN PRESSURE IS+M5.I PEP 0- K -2 MMl.STH�r sleETs]a AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. < Vl ¢ 3 FROM TABLE I2A, SHEET I6,THE VX 4'X=V MULLION(LENGTH= IL16', OPENING W'ISTHnBADESION PRESSURE OF WG4.T PSF WHFH EXCEEDS THE REOREMENTS W d Z CpD FORMA OPENINGAND MY BE USED IN THIS APPLICATION.NDTETIEANCHOR CAPACITY REQUIREQUIREOOFBT1lBS. ]]' SIDE sO: F WTIE oETNW^. BECAUSE IT IS NOWXNOYMTHATME MULLION WILL ADD 2- TO THE MOM OF WE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS36'+3fiYT17P. NOT T3-ASPREVIOUSLY F,`OO 6HE4 ASSUMED. DESIGN PRESSURE IS STILLAPPLICABLE FOR TIEA0. LISTED OPENING. ALTERNATIVELY. THE WLNOOW WIDTH9 MAYBE REDUCED TO MMMWN MPRw Z< A'PIRMAL MENSIYTHATTHE THE]3'OINENSION (3'+1rz'+35-12'+Y=]3'j. PRODUCT REVISED co wlth NO Flotltla 2)VSE TABLE FIND ANO XANME ASSU14STS FOUREO i%1Y loy9. Bu1TB111BC tle NOA-Na 77-0630.07 vE GLUT AREW WIDE IF HEANCHOR MULLION CLIP CAREMUSUBETMTE TO MAN AND SILL TORE ENTERED HO HIN ME TO YAOEIFTNEMULLONCSATANEDGE CONCRETE HEADERRDCIP TIEACANCHOR - AGEOIBTMLLE. MESTANDARDFO XIV RACONANCHOR6 ATANEDGEO STgNCEOF 2-1f1- GIVES PNANCtIOR CAPACITY OF 1050 LBS WH CH IS GREATER AND USING MOM(8) DISTANCE OF CAPACITY SO I-M WHICH IS GREATER, EaPimllon Date 05/26/2027 GM C MGM S�USFE kU UEu�F. OF 41. SHOTS SHEET] THEREFORE SUITABLE FORTHE REAL'IREDANLHOR CAPACTY OF BTI CBS. ERU FOR ME HORQOMALMULUONS: B R0FRr O BECAUSETIEVERTICALMULLWTLLBEA2'X4'XYSO'MULLRJN,INTHISEXAMPLEWEWILLMATCHTMEMOR20WT MDVERR MUWONS.ALTERNATVELY,ANOTHER Mlam e m uc o Q HIM HIM R MUUONTYPECOLILOBECHOSEN. AB E12A, IS HYSHUT 16,WEOTHE X4-XGREIGHT 1IOM(O ENGM-5REFERENING H SHEEP25THE WLUMN DESIGN MESSURZOIOALIIRIANGULAR W81CH CEEDSNG BE USED. MULLION OMTABLEOPENINGHEIGHT=120')HASADESIGN PREBSUREOF 4-110.0 PSF WHICH EXCEEO9TIE THE TX4'X.USE O 2 REQUIREMETSFOR HEOPENI6, IN THIS REQUIREMENTS FORTHE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THEANCHORCAPACITYREOUIRED OFfi21 CBS. SEE DETAILS, P�pMUSTERESUIN GNU SUBSTRATE, INTHISCEDSAMPLE,/SSUNETIECMUB:E EsARE TINE, ANCHOR OUANEV, 2) USETABLEWIDE. ti 5�R T MWAIFORTHIS P CORE BETANENF M+JNS 2X5ANGLEQUIRED 1H MCONMCUPWERETOBECENTTANCERED THE CLPSw ULLIOFON CUPMRS TO S ES OIFIW GRENEITS ATERAODWEREINCE SUINGTME L EDGE DISTANCE OFt•GNESAN ANCHOR CgPACltt OF 590 US WHICH SOREATER,ANO THEREFORE SUITABLE, FORTIS REQUIRED (4)31 AN MIC (4)CHO 1111U/ CAPACONANCil LSgTAN ANCHOR CAPALTTVOF 521 LBS 1` plY LYNN SE'. MOaIL t� 3B'.IIOPoi �NUILLENOTN�~NULLIF.xOTH� 4)FOR THE U-CLLF IN TIE HORIZONTAL MULLION TOVERTICAL MAUON, USETHE SAME ANCHORCAPACITY OF 521 CBE. TABLE 10 FORMS OF IP SHOMME ANCHOR CAPACITY IS 1074 LEE WHEN USING 3 ANCHORS,W'HICH IS GREATER, AND THEREFORE SUITABLE, MR ME REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE �N\`1�ao ..„.,.S o \ <A, "OEN,BF •., (! i X af, Inc 111mH FW vatSVLLwu ANCHORTYPEISA1112STEELBGRE76f. _ .�.: No.58T05 FROM THE ABOVE STEPS.RTICAMULUON DESIGN PRESSURE m: a * +F6C.TPSFFROM THE ON; H-0TO.O PSF FROM THE 36'HORROMALMULLION ATTACHING TO GPM; 36'HORIZONT TE +1-170.0 POP FROM THEWHORIZONTAL MULLION ATTACHING TO THE VERIIMMULLONONTERSECTON) THELOWE DMIGNPRESSUREIS-IU.7MPMDWOU)DAPPLYTOg OFTHEMUWMS, 2 !P 1031' �CORR)P• GN��` VERBYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USEDWIMTHIS T.IUWON SYSTEM-WS= LOWER DESIGN PRESSURE. CFMULUONS OR MN2SWRATON a �XY�SYONAL ] PRODUCTS,'MLLAPPLY TOME OVEFALLASSEMBLY. FINAL DESIGN PRESSURE REQUIRES MATTREBOTHTHE MULLIONAND ME FENESTRATON PRODUCTSE INSTALLED IN A. LIMMO�ALLE�Ii PA. ACCORDANOEW@ EINSTALLATONSPEOIRCTIONSINTORESPECOVESUBSTRATESANDFENEST MNPRODUMSTOMULLION. H FL P,E.#M705 gr LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED I'� A LOADING OF VERTICAL MUW ON WITH INTERSECTING HORIZONTAL MILLIONS LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MUWON HINGED DOOR Do I I I I I I � � I I I LOADINGOF15 NOT CAPTURED LOAOINCTINGH RVONIULLNU I PANEL OF HINGED DOORIS NOT CPPTURED ORANCHORED WITH INTERSECTING HORIZONTAL MUWONG j SGD E%AMPLES OFTRAPEZOIOAUTRIANGUTAR LOADING: 00 LOWINGOF VERTICALMUWON LEADING OF HORIZONTAL MULLION LOWINGOF VERTICALMUWON LEADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q R h i Z n PW PIN N W?8o0 Z/77211PW n o n � Z Q Y Y 0 U ¢ O O 0�PROmUYYO',gRIEVI6E0as L c impil a IN the NoHEa 17.0630.01 PW PIN HR No".. I ExPiraHon Dale 05/26/2021 LOADING OF HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL GY VULUON Mle PrvEu lGantro NOTES: 1) DRAWINGS ARE PIN RERE3ENTATIONS OFTYPICAL CONFIGURATIONS. CONFIGURATIONSNOTSHOWN MAY BE EXTRAPOLATED FROM - THOSESHOWN. 2) IF THE LOADING TYPE CANNOT PW BE DETERMINED. USE RECTANGUTARLOADING. `�a��'ENSF••�(�: 3) SEE PRODUCTS'APPROVAL FOR *@? No.58705 'lp ACTUALANCAORLOCATIONS. _t. A�_ SGD LOAOINGOFVERTICAL LOADING OF HORIZONTAL /// •�� MULLION MULLION A L1/NNIMIti P.E. FL P.E.# 55T05