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Home My WebLink AboutNOASCANNED BY it. LUde County MIAMI•DADE N11AMI-DADE COUNTY ® m PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv 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 (AHD). 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 bave 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 complyda Building Code, including the Hip one "PGT" Clipped Extruded Aluminum Tube Mullion — APPROVAL DOCUMENT: Drawing No. 6300 ttitled "Impact Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -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 7v Plasencia, P.E. MNTY NOA No. 17-0630.04 MIAM AADEC � , • • • , , i �' 17 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/111 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 5a' Edition (2014) and with FBC 6" Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5th Edition (2014) and FBC-61h Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 E-2 Approval Date: November 09, 2017 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE }—mellrmWlDmFaRVBmIDu.AaLL— MULLIONS / 3BDETNLa ..GA 51EE19N SEEfIETAIL$ ATIRVQ / / T-_� \ I / vEar. MVIL lIIlpfll H01I. . A-0,OM; SHEETS 2< XCH6 — INJULLL yLtYn11— L L INGLEMIRUON ML D'`L r >r r H/ SINGLE MULLION FRDNRGUREIABOYE CODE I STANDARDS USED •2017 FLORIDA BUILDING CODE (FBC), 8M ED •2014 FLORIDA BULLONG CODE (FB%STH FJ3ITION •ANSUAFBPA NOS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DEIGN MANUAL. AD%2015 •AISI S10 12 •ASC36D10 GENERALNOTE: 1) OETARS SHOWN ARE FOR FENESTRATION PRODUCT IN ISUNIQUEANDSHOULDBE 1X OR V WOOD BUCKS IF USED, 2) THE TYPEAND NUMBER OFANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCEOFTHEMULLED UNITS. MUILONS HAVE BEEN TESTED AS'PREE-FLOARNG'ANO DO NOT NEED TO BE DIRECTLYATTACHED 70 THE MULLION CLIPS, BUT SHALL NOT HAVE GAP OF MORE THAN 114• FROM THE UP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE MU W ONS ARE CALCULATED TO DEFLECT NO MORE THAN U1S0. THE VS STRESG INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR WE WAI.UATGN OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. M WE THE COMBWED WIDTH OR HEIGHT OF ONLY TWIT ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND Ru� 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLE, ALWAYS ROUND LIP TO THE N EXT SIZE SHOWN ON THE TABLE(S). XOItR1IMP1 SSEDETNLE. MULL 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST sXEEra BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALLBE COATED ORCORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTEDAS REQUIREDTO PREVENT REACTONS. fG.FSTRATRw 8)REFERENCE: TEST REPORTS:FTL-0443; LLCO ULTRACONAGGRE.GATOR NOAS HifG{ICfSMAY SESTBF YPF. DESIGNED WE REQUIREMENTS OF WEFLORIDAWRBUIIOiNG M OF CODE AND AREAPPROVEO FOR IMPACT ANDNON-IMPACTAPPLICATIONB. MULLIONSAREONLY TO REUSED WrtH BAVIVFACRXiFD DYPGt. pGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ 11) QUANTITY OF UNITS WITHWA MULTIPLE MULLED ASSEMBLY IS UNUNUTED PROODEDTHAT WE SPAN AND OPENING WIUTHT80GHT OF EACH INDIVIDUAL MULLION COMPUEMNWE REQUIREMENTS OF THIS WA. INSTRUCTIONS: 1) DETERMINETHE DESIGN PRESSURE REQUIREMENT (LBSIFT'1 FOR THE OPENING USING THE ASCEL STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WWD LOADING IS•RECTANGULAR• OR TWANGULAPlfPAPEZ010A1'. GENEMLNOTES_...... ___ 1 INSTRUCTIONS, ........ ,_....... _...I ELEVATIONS... ......... ....... _.I MULL TGSX WDOD..._._....._. z MULLT0IX'UAS0NW_.__2 IWTALLATON NOTES..___ 2 MULLTO MASONRY.__._._ 3 MIILLTOSTEM-STUD_.._._ 3 MULL TO IAAL_.__._..._ 3 ALTERNATATE CLIPS_._.__ C BAY KU_ NSTALLAT ON_....._.. a 1 X2X.125 MILL SR2CS___.5 iXZX.3T6 MULLSPECB..._........6 X276 %JT6 MULL SPECS......_) l %2T5 X G6 M. SPECS........_-8 1%3.1]S%500LNLLSPEC3_....9 1 X4XX5 MU EMUU_S_.._t0 1%4X9STLBE SSPECS._ll 1X4%.315 TMMULLSC3.._ 11 125%]!Ba%305 MLLL6PELG..12 IMX3M X.100 UJU.SPECS..13 1T5XlMX.624 LULLSPECS—fa 1.R5%3S4%.624SPEP _...1S 2 %6X M MILL SPEGA..__.._... IB IIS X I MULL MJUS......._...1) 130X2.11 X.126 N1LL6PECi. tS a .%325RAYLULLSPECS..._ 6]'%]16 BAY WLL3YCC5....._.M M1L W ON a GIIP O1MEN9 KIAS._..2t 2l LDADwG PxAMttEs...___x PRO13UCT REVISED as plyo 9 WIN the FloHBa BwmmgC On No".. 17.0630.01 EXPim6ea Dote 0612612021 4) FIND THE CHOSEN MULLIONS MULLION CAPACITY RBSJM FROM TABLES 1A THROUGH 1SA ON SHEETS 5THROUGH 2O RESPSCTA F Y. USING THE MULLION TYPE LENGTH AND OPENING NIIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERRCALLY OR HORUONTAUVv WE MULUON CAPACRV(MSM1M OBTAINED SHALL MEET OR E(CEEU THE DESIGN PRESSURE RECUIREMENT(USI ) FOR THE OPENING OBTAINED IN L03Em STEPI). 6) FROM THE GAME TABLE USED IN STEP 4)ABOVE, FIND THE VALUE IN THE NEAR COLUMN ANCHOR CAPACITY REWIRED(LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MU WON CAPACITY. OPEMxEwom 6)FROMWEANCHOR CAPACRY(UBS)TABLES OMWESAMESHEETAND LLSINGYOURACTUALSUBSTRATECONDITION(MULTIPLE �� Exixc W,vHl ANCHOMUBSTRATVMWOR- IPPATTERNMAYAPPLY) SELECTANANCIIORWPPATTERNPNDVERIFYTHATWEREOUIR ANCF R FORVERnW.MILL CAPACITYISMET. MULTIPLE MULLIONS 7)IFTHE MUWONMUWON CAPAOITY� PfLBSIFT OHTAINEDINTHETABLE IS HIGHERTHANTHE DESIGN PRESSURE REQUIREMENTTB& FORTHE _ OPENING, YOU MAY USETHE -ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWERANCHOR CAPACITY REQUIRED. WITHTWS :• VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FORTHE SAME SUBSTRATE B)VERIFY THE DESIGN PRESSURE RATING(ISS ) FOR THE FENESTRATION PRODUCTTO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY(IBS)OBTANEDFORTHEMUWONSYSTEM.THELOWEROFTHETWOSHALLAPPLYFORTHEENTREMULLEOFENESTRATION PRODUCTASSEMBLY. 0) HIGHUGHT OPTION USED AND TABLE VALUES USED IN A SPECIFICAFPLICATON WHEN USING THIS NOATO APPLYFORAPERMIT. A. LYf FL ND. 58706 ' DETAIL Ac DETAIL B; MULLION TO 2XWOOD BUCK MULLION ATTACHED TO IX iitic.linn TYRANClim Ea pER..Em OR WOOD FRAMING WOOD BUCK AND MASONRY �ANO l�W .. 0. �=l.. (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) WAFFMERd OiEEENO,Ei. Ou n EEF1. 1 0 w OSME.Eas 1.R c w -R, T FEE. T� 0 S70w..RH .uUU. s EWE o EMMiDi.CE 1V. wp�yoa FOF�� I (NSFAJXEOR, iz SIDE VIEW w W,�FOR r w 0 �M`uUO"i 2 0 . z < 6rAK1ARD O a. O1mTmm y z m OUPMYRE =..y 0 in. sm 00. L L EXTERIOR 4 4 EOCE DWAn. FOR z Ou On V=diny 0 1 A EXTERIOR4 I SEENOTE1. SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR WBEOMENT TO BASE MATERW. SHALL BE BEYOND WALL DRESSING OR STUCCO. ONLY. PARTLYMIHEANCHDRTOMMORDISTANCE, THE CORRECTQUANHTYANULOCATIGN OFMCHOMMU�8EWM.R�TO�ETMCN�E FOLLOWING SHEETS. FOR DUALS A.D. EFFHERTHE STANDARD OR OFFSET CUP MAYBE USED. Z) ANCHOR HEAD TYPE MAY BE PANHEAD. HEXREAD OR FLATHEAD. d) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. 6) FOR MASONRY APPLICATIONS IN MIAMFDALE Wt.017Y, USE ONLY MMI-0ADE COUNTYAPPROVED [S-CO LILTFVOON OR 0.00 11V S.S. AGGREGATOR NVuiONRY ANCHORS - PRODUCT REVISED ELWIRw Building es, -fth NO, Florida AT IAWLIEM NOA-M. 17-0630.01 OEE,,wEi: RNO.U.. D.WDS/2612021 BY FRONTIAEW I 11111111111 0 LYN)V NO. 58705 DETAIL E: R DETAIL C. 'IxrMrL MULLION TO MULLION INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO C A MASONRY STRUCTURE MLuan ) (U-CLIP 1)MAY BE INSTALLED 1N'TEE'OR'CROSB' (STANDARD CUP SHOWN) Y es �� INTERSECTIONS. E a g 2) MAY BE INSTALLED HORIZONTALLY `a I 1 (SHOWN)ORVERTIC4 Y. �� 1 50ES SI �' L 3)9EE UTAIP OFAWWGs,SHEEf521-23 yb U P WLL 5 tS-l_e TOP VIEW FORCORRESPONDINGMLLUON. D Z yS II EOGE01.-y � O _ 1NSTALEDBY irv15 NETNCO. i j'�, MOESa�Y vMIESY•--i J N 1 I I i i I YtE STEELSCPEV/S � h SEIF-0RIWNGE$.. FtLL N UJ �� MNLKKi AID IISESM9 U_�• WUl OS F a a e a `� M6xl)ry f O m (7 EXTERIOR e' EGGEOISIA4CF TEHCEOMWESWED FM Z Nxmo L mx &S..EIGE..R L::;> Fg Z mxaFMIrEs. EXTERIOR Z O0 u .- Tt9.Aa z Z Z¢ m rn �G9i 311®TAAlE. a . Q F Q O Z l=! / S£TAHIES+e-lg9 SEESN2f8x1i3 WR o y / Fpb 0po TYG.AN7gn II«E LOCtTDNS a3 5 s rEnslanaAre, gUCNSiILF SEETABIE9t0.1]0 � N J AIID FRONT VIEW WSE � W Q Y Y ATMC1iMEM BIgiAVCE Q � F N N . 6YOTNERO. SEE iTBIEO Q O STANCE LwzTKSlcwcB MCW +Else MW VAs cwuu+Er¢cRau .. ~—I.E. SIDE VIEW 14 " FRONT VI SIDEVIEW DETAIL D: PRODUCT REVISED' MULLION ATTACHED TO.....Pit, Wu mu ".H" STEEL STUD aine na (STANDARD CLIP SHOWN) NOA-Ne. 17-0630.01 INSTALLATION NOTESM,e ,U. E plmtion nato USI26/2021 : BY iW'MOICR Mlam D ProOuct ntrnl 1)ANCNOR EMBFDMENTTO BASE MATERIAL SHALL BE BEYOND WAILDRE%LNG OR STUCCO. vprguBSmnTE, A ` �9EETMLE51 Ei30 O QUANLY.E fYOFANCHORHOR MULLION lS E MWN nYON RE FOR PICTORIPIRHORDI T&NCEN a sEEexEEty ONLY. BECAUSE THE ANCHOR CAPACITY S BASES PARTLY ON THEAEO. RE TOANCHOR DISTANCE THE zf-a HOLE CORRECTGSA 0(ANOLOCATION.D. N MUSTEE OTHETABIESON THE x FOLLOWING SHEETS. FOR OETAIL6 A-D, FJTHERTHE STANDARD OROFFSEfd.IP AAY OE USm. \ LaCwnaNs 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEKHEAD OR FLATHEAD. `�`MIILLIpv 4) MOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET.5) FOR \ ELMASONRY M ULTRACON OR ELCOIleS.3. AGGRREGATOROMASONRYANCHORS. UNTY. USE ONLY MIAOECOUNTYAPPROVEp SERTA� FcxsTEWsrvwTxYa+ERrxav s-ETAr.ss FRONT VIEW mWAMI wMBuwrwONTxEFLeulnrlc +E+sB CCOE.A]XWCW OACAv+nNSTUSEfl. �� SE .�� ATlA00ENi BOT1ER9. � .. }1 i EXTERIOR usEw000ANUloxsxEw SIDE VIEW. * : N°. 50205 NOTES: = b 11) FOR 2R WOOD -BACKED STEEL STUDS, WOOD %O•-'. TATE F�',• � ANCHOR VALUES MAY BE USED. T •. < ,-' V/� 2) SEE CORRESPONDING MULLION TABLES, SHEETS 520, FOR QUANTITYOF SCREWS, lC!CY �Rl. E. FL P.. 58T05 .EXTERIOR 0 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) S FPDEI2M 3 SM. V MSC G 3 FOB INSTNIATI W TvsPEtwcau=.ervArF.a O O O O SIDE VIEW axouNwcx rxa•x.rzs IAnuoN C1 NOTES FOR INSTAU.ATION OFTIONB P. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.25'X 2.11' X.129 MUWON. 2) SEE TABLES IB-13S FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAILG: ANGLE MULLION CLIP (ANGLE CLIP) O O O O TOP VIEW TYP.PNLHOR DETAIL H: ne e BAY MULLION INSTALLATION r (ANGLE CLIP) JO'p11T pY NIYMULL a O OTOPVIEW �p m W PRODUCT RE96HSED .....P1 >>In9 IM <Ne Florltla nrow aD, aop ingNo Cetle Hpa-No. 17-0630.01 sUE EX -Hoe oat OS/26/2021 EXTERIOR O,Iw oB lusvxHr ExrEalvH q 'Preaeu 5 1� � e miuml-o <onw IN}o NDCv.mFF1, NllM.CMJOx MM90NM' EDGE H -� O a 019PER PF0. MSXLP 2 l YLYNQ '"I NOTES FOR INSTALLATION OPTION G B H O1)USE2ANGLEQIPSPERMUWONENO.OLIPSMUSTBEINSERTEOINSNEOFMULCN. �Q�:' UCEN '.,( 2) DETAIL G. SEE TABLE9IB-tAB FORANDHOR QUPNTRI'e5AN09HEETS 21.23 FOR HOLE � *;'58705 __ N.. *_ LOCATIONS. - : S)OETAILIL�SEETABLES ISBORISBFORANCHOROUANTRIESANDSHEET22FOP..HOLE ® LOCATIONS. ^'., ^ATE lrr'•�Nq� ✓ A.L" FL __ MulIOnC 9 Teble 01R OpenM9 WId11 (br5]]NwBµspNrilBmuDiorm) or Opentn9 HtlBMQuh9d]eN9ryepalrue0 nl AI.) 601n Oeh 70b eo'n 98m IN In I lab IEOn 1X2X.123 RMlatpdv LmEp 71gYrnen9. I^a5ry 14e1aryJv IwJnO TrtpTAvp Inadry RxanµW Imina inpTAeip. I obq Patvigwr 9eW+9 ]IgllltAvy beAy NMagJer Im6n0 Tayn4n0. Ins9v9 R¢em,pdrt lesila9 TnpiNrg 1^[J^0 Reelvo. Les6+p VVT4 . lueJry haa,N, ImduW TepTAarq. 1GpM Reeknyly beAp T�ep']AaiW Leedn9 Ah0n.Tub9 Mumal & •€_ y LL L gg & _ p g& pg & gg .S & & ld' pE_ {]In 111.9 4" 129.0 1 W 48 11111 SS No 1{90 071 XH 69.2 98 1 IK41 319 1 R.1 40. INS 319 SU 400 INS ]19 {8.6 {W 104.0 319 $9 408 IW.O NB ]SO IM IN.O 319 I9F No ou amon Rt ]I] T]A 2S2 03 ]12 e].0 M0 MA 312 am246 41.8 ]12 61.3 2N 3TS 312 01,v &{ ]II ]12 91.0 20 ffi0 ]12 61.0 211 ]3{ eS.eab 6f9 7e1 T66 2d{ 6].2 281 81.9 iL {ifi i01 i1] EI 399 201 al SR SSS .1 NJ .,I ]I1 .1 a, 310 X..a 20 a' 219 22e Al 49.] 211 U.0 al a No ,b S9m 92a 247 eTA HT .1 NY 4'.e !1JS.0 NI 4Ae IN no 20 41.5 IN =2 &Y 39.4 tw M. NY MI 110 z1i 24] N. 1M 11e NY MA IW lu 20 ]el IN Not ]14 . 41.: 00 US SO WA 1. VA = 31A IM &a 3W 2A9 IN 21a 2v3 27.1 1. 192 IN =a 137 ISO No a0 1a p Ob ]11 1M 3!.] Ib 27.6 IM M] tII 211 A] IM ]Af 1N iM 1H 21d IN 16. 111 21T tA] a PoF 2e.e 19f ID,e 142 210 In M1 1]9 211 Ib INS 165 R1.0 1N Rn II2 1l9 23] 19n 1e.0 1]9 199- 119 I50 f 110 Y1m I" 123 1AT IM 1ST LN a 10]' Rp 17] tte 183 1N �� AnM1TG p1 T90M SWAIA 2M (MMe lllme 1k1ap GNU FyefCMJ I Pi K9o1 0bU1 MCh1i GAp P9dE1119 An'nnTyp[ LI6 pc0NReM 114•EIco N4¢m O10Ebo UIpY.M YtE'p[a Upacm 1fC EG11M[Cn vr9s Fb ApprtGek. AHS'Eku WmeO 1x•se Ekn A®nCN.oc em sJa 6oM(G!) n2 sea Sew{C5J mama $pEV IGfI EGp RhlvN4l 3 1' 211T 1' MR' S110' 1' tl? 1' 1-1? 2 YIIP 2' Ob' LLSP G.]N' EmRtlpml M: 1SLL• rva• we• h]Ir z' ].vr 1 LiN• 1 I-19• WP 1-1r 1-014• r UIS 13'Y '0nS xAMnm G4.]]•Mln G.a/]mMeaa]oN[InIP6411 ]PJIb INb[ .IbG Epob 1w4 Pc Do1M zW h. ]!1 m[ ]4oG n4G F611ee p1011p NIG axM 4AMNNMJATMn G.GISI,I E(PC!ha pff9.2), 4001M YWG NIA WA WA NU ME WA WA WA N'A WA &3G WSIDc 112l i1z0 pY 4ANA1n®SMn OC/(I)Nl Poybplp.l(Fp. ]7 SeOG 1Mb 63AW ]NOb 1Y2 Pc %9G 5Wb WA ]BOIEa i40G 09010c 1M2 We qxb 195G 2 A2MaBB4]'Yn QG /UQI0.9A.V5'ANLlFl942 WA WA WA WA WA NN WA WA WN WA WA HLA VaYG TNG 1 FxM/FGM1p(M.]Y tBfG I95G '6G M5k4 &3G 1 t]]b UOG 1Pb ]]OG 10I Ib 1R I!] 7m 4NG (LOG II1G 2AKIvn®I.1S Nn. 6G/WbgaY 140G ]!0b WA WA WA N'A 190G WA WA WA WA WA ]IIG 6NG Rm. IN I rvOle run Inu Jrrael u.lr, Jac Incaw.+c.Nv�nJn rn� �rnn.u.uw.�nJn rtu.Jca r� �n�.�..u...,.,...[.. (OF )X �ANCXOR Ci1P..oa,) ANCHOR CAP.m MULLION 0;.*y: ,, USE THIS FORMULATO OBTAIN THE -ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING WHEN IT IS LOWER THAN THE MULLION CAPACITY IF ROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICHMAYBEUSEDTOQUAUFY ADDITIONAL ANCHOR OPTIONS FRO NI THE ANCHORCAPACIIY TABLE s I PROOA fTE. " I14 plylng IM NO FlO71d. BYHmn91:O'a NOA-Nu. 17-0630.01 Tbt I.u.. Bo1.051'26/2021 FIGURE I: FIGURE TABLENOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -i two. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING MOTHS IS ALLOWABLE FIGURES: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR BRACT DIMENSIONS, SEESHEET521-23. • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWNON SHEET821-R3 20p0' FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED WPAIRS. 4)SUBSTRITE4: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW MD GROUT-F01Fn .125' `AIIaQNY LYNA]�i/ FIGURE4: FIGURES: FIGURES: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AM C90. WOOD SHNJ. BE PRESSURE -TREATED CO. SHALLBE60634SAND SEA MINIMUM OF.125 YE3I.OW SOUTHERN PINE WITHAN SG OF ALUMINUM GAUGE). STRUCTURAL STEEL TO BE AT Z* N0.58705 IDII--II1'�III THICK STEEL STUDS TO BE A MINI MUM GRADE 33 AND.04S'TPICK(18 LEAST,1257 THICK AND MO. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND I'X2-X.12SMULLON II II - I LULU-ULLL___.._JJJ THEMATERIAL 910E 012 ANCHORS IWO MOD MAY BE STEE1,10-85.S. OR410 SS, �1 10'. OSTATE Fr ''i1iSp�0NAL A LiFdd MIUBE}�, P.E. 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I. r, vac Irica,.n. ..• I-II.-1.....- )%(ANCHOR CAP., .\ _ANCHOR CAP.- MULLIONCAP.,�.,,,A THIS FORMULA TO OBTAIN THE 'ANCHOR SCRY REQUIRED' CORRESPONDING TOM R 19 LOWER THAN THE MULLION THE TABLE)OFTHE SELECTED YIELD A MINIMIAM ANCHOR MAYBE USED TOOLIALFY Ang PRODUCT REVISED pW1 g"i No Roo" NDA-Na. 17-0630.01 Expiration Date 0512612U21 FIGURE I: FIGURE2 TABLENOTFS: 1) SEE SHEET I FOR MSTRUCTIONS ON USING THE TABLES AND SHEU25 FOR INFORMATION ON LOADING, SEE SHEETS 24 FOR GENERAL WSTPLLATION METHODS. "1 I.000• �- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS W ALLOWABLE. FIGURE?. MUWONANDMULLION CLIP$ SHOWN ENGTT FOREYACTDIMENBIONS,OWN Z --, 11111117I // • • • 0 ON SHEETS 21-23. MENSIONAL RESTRI(gTIDN3 SHOWN ON SHEETS HEFIE DFOLLO ENSIGN HOLES BE FIELD FOLLOWING `,`; HOLE FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURE SHOW SUGGESTED, L ByGENS•S 0.• ANGIECUPMUSTBEUSEDWPAIRS. 4)SUBSTRATES:CONCRETESHA FORMTOAGI3015PECIFICAHONS.HOLLOWPNOGROUF-FlLLED +%S =7}No. 58T05 CONCRETE BLOCK UNIT SHALL CONFORM TO ASTM F 0. WOOD SHALL BE PRESSURE -TREATED IT 0 FIGURE 4: FIGURES: FIGURE 6: YEILOWSOUIHERNPINEWITHANSGOFO.65.ALUMWUMSHALLB(606 T5DBEAMWIMUM OF,12S ® 1 THICK STEEL MINNUM TO BEA MINUM GRADE33 AND.045• THICKI8 GAUGE).STRUCTURAL STEEL TO BEAT LEASTd25' THICK AND A36. ALL ANCHORS INTO METAL SMALL EXTEND ATLEASTS6CREWTHREADSBEYOND p%Y%S75'NNWON '- V[ c II •. SATE F THE MATERIAL 9169#12 ANCHORS INTOWOOD MAY BE STEEL, IBBS.S.ORAIIGSS. �O�y ��i ACO.,.AZORIOP: P.E. oa6x oivurvio'aa;ly '133HS SIHLS3fJNVH"ONLU6L/90 IXSMOS�iIro 00D1"dpa OaU 3/sIab,�vrrO�vm¢�3ww\ouII� ovl,�W, .wo so rowva LL/62/90+�sa INSMOL S+.ayOeawHwp..mf•osa 80 $�E ZO i0EV/N.ytl/N m w SO3dS llfW SLE'XSL'ZX9 : 51 _p SO(3ffNlWfVNV1SIS32-lOWI�TVd uRpi m Lo:¢za v 03NfdS3a SLVUItl 1N ']NI'S3Rll50(INI L9d GlOZ OLi91MAdOU � pUOI e o G % ZO'.� 2 �y 4. Q � �, 0 Q vOof F��` o �omw mu�TF' L '1 P Posa 5Fam 0 Tlr_g� r ra�o nx �WNu�t o�-i§a a�v oxas��sa� o N� NI}-zF E�`00 ro a w¢¢zw¢3aEx m wo 0 e ��9$�o A p WN oWw W N� F wz Op 3I€ a NO 2O7 y] x 53 U ¢NaIJU z P. 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TABLE N0TE3: lIJJ�, ✓✓✓�� ``77 7VVAa--+O 33--,-4�1) 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 F0RNF0RMATION O O SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDKIR OPENING WIDTHS IS AUUMAB 3) MLi AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT OIMENSIONS,SEE HEETS HOLES TO BE DWLLED IN THE FIELD FOLLOWING DIIAENSIONAL RESTRICTIONS SHOWN ONS EETS: FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 0.55. ALUMINUM SHALL BE 6063-T5 AND BE LEAST.12V THICK AND MS. ALL ANCHORS INTO METAL 511ALL E THE MATERIAL B10 S 912 ANCHORS INTO WOOD MAY BE STEEL, qA jg80 d W06 - bb ^"^'I =ANCHOR CAR - REDO N OR BEO' CORRESPONDING ORRESONDI G TO PN lEOMENTFORTHE IT 13 LOWER THAN THE Ml1lLON MAY BE USED TO QUALIFY O BE AT BEYOND 1'X2.75XA50 MULLION PRODUCTREVISED Bas A YIIJIngiCetlawiNr the Florida Nan-14 , 17-0630.01 Expiration Dote US12612O21 IS, o AtlTBS ni/1 C A Mull LPngN = $ m r z 0 ®a • A A O In m m A f Y O g m m m • • N 3 N! m • c r v_ c C m m • •o O • 0 • m cP�o''' ivo� mN s �so�m mmc r �^ m $ m0*ms Nye 9! =m yz gna MO y> NO2 A Ny T i^mr'9.m-m mmy z u Nmmw E06b' oF�� om PZN CZ n6iIF S AA N�OZ�A y-O ~ O� �zczi z ma m n>a�cm Em9 PyI �y 0 3 $TN 2 (� m z zi mN yN o ig o,mvmoom DFz cy .94 oz�'os mfm m �e OymmA3 n 3 SYn'r�y0 �Glp mm m N�P2yP33' m O PmZ��m .p I, p O y O 0 O ySm�T Ay z f11 P1�� o /� A w1Nm9p NN � Z Nopag�£" ZCO 2m y �cyp mm m Z mm�$ NN N QQ moq� 6 03�ODOc O p20aC (1DN Oy CM ODOOn myyrf 2"V Ap Ci ox�pox ln'N'mm3 Fi OZI-3 �c ccOo �ysmmrnaos �z �^"�, T mom6yoomov�O 3x �ma� co 9 $ �zyzrminmn"miE ? y No3o z =� ooligmSzm g a Toi i rn P31C 00 �^Zpy2 A P �ATjFmDo D 0 a g ' r `)NOyd 3g z m= a �.�� . ..., qy' m • y a��0;•' lam: 3 �a..0 z0 Jul'] COPYNGH]®2%]PGTINpUSiAIES�INC. NLRIGMSftESERVEO c�IMPACT-RESISTANT ALUMINUM TUBE MULLIONS N'v .y y.z d Fm o.emolex 1X3.725 X.5 MULL SPECS -m serves sw^: o-sena Pa snw: o N m iGr/NF •.. ...:��'�^.� tOe`S. o =0 ¢,.�ovN/A ov: N/A sheave M. 0300JR 99 2 )PMn�)ttrcaca o-err 'heFRIIIIF )))�e�`` u o a J;ROSOWSKI 608129/11 � C ry,ep uo-ecm ° JRbSOWSKI 08H 9/17N0 CHANGES THIS SHEET. e.cERr. cv nvmszv¢Pn *-vE cS moH TTT�q�=4Q g nHH> �GIC&za p$H g g a G�3P 3 D 3 ng�A �y va�ft pia m - P;BBp"' HHH9'+ F N B � � V V O c � s H SQ Dy � - 066Stltltl�! yS' CHHDRSB'tl+H 9 � wT" 1� �o g�R'Ra`v bze�N sHaH'Hj �=B_.rN�F >SESEksY H>H>H:�go H°+ 5. eN�i Dyp �H ' H'e Res -8 18�8D6H18R4�%, p �uYtl96g.d�"a saHHHHH..��. 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N1 RIC3RS RESERVED 920'^ ) o t'� ° u° $eti ep m ;j m : P IMPACT -RESISTANT ALUMINUM TUBE MULLIONS `"IFpr "m++� u e 9C 1 X 4 X.125 MULL SPECS N� N Sm 6eb5 S�1a: Ng Na SMx 8' m 2C,N ;!J : ;(`�� c c =O NIA N!A 6300JR 10a 2 Imo \mwmacr owvs vim wew"er. mta m:e er. xwaE n.Ifzn ��/FC'jjy •�\�� 3 + n J ROSOWSKI O8129111 v"YC (ar) r•o-rcm /INnlu ri\\\ • JRGSOWSKI 1'6119117 NO CHANGES THIS SHE ET_ ru cERc of nurxu zaiee Oak m p P myn Z ae o �>9. m g>n€as>s$ O m ¢8Y>BYSYC�a v D �Y3 � m ® o m ya®yW: igi..yst 9 Paz P' = 3noo a4;sa"°a`a� -:,oar >s reaa• °aa� D4"no $ $e g �^•� a�= Rm a � of '�'d d'a'aiSa A $9 88r�Q�S�S e 65g $$Fe$o$�pY y C6YgSg@ff�� 5 ti A ie�$oF`Le 9 YRYY63"i � .?SS?$SN�Cpm �y �" � m g ��FEI¢e��ST $ Z 8_,_,F�� FuFSsFxE •� >H� S E SEvP2;5$�Y`d9 y^ 5Y sa>He --'n�oo FFFMCuFa S_y >� y3; 9 p3 B6Y�a�0�R4�L� �v�5e��v'ui�a ORn¢�PSR��6 0 Fi • m • c m T A R m A T m n • o w r � P 9 m T n y • A • m O �p m c m • •T C • p nonm�om G c - q y ~iegm� i=i ZF➢O'y rm4 v➢ � Pylll O SnIm11p (pO�N T20 X- .-MC mrN O lrRy31~1120 O A OxP3mpP ''~O S mN m O,y3rmm M = p D$oEmm �op m 4n �gN�JC� N'rarq_ QZ m yuyCr pN r-•m-X,z ozz a o mgHn9^z % E n Om',l. lap EIp t- lO.g:ME�i 20Z N61 ai,P4 O nos y M Toy w am N��y y2 [�_ yT0 D[D1 ygs; .00gA O O1m1I m TOq pCm 0 Z4a K NOOAT o �mT�� omo o o-D -ln XOp q �yryoP w w s 1Sil22ry~ Illy O '"'-1 z p m O _ a Dz mO`t SRO q O o C o 08z � p ozmgo q�m m m n O �t$£aS C esllD• �naaogaazs_ �n�6�EIf8�EYi Ce.>Baaj�g+? 9 a'�s .yz�s v a d�noo's so n� p ® 9 b R 1 sw�HOd gg 3 ov ee:�89@^m8 6' i_4 Q ��•-`�aogQ Dga�a_gg � m asaa�aa�� ws��ACwd$ 8 a :a'>Pssss �myeS$6a L._ 5 j aaa�p£SR'_ Y�DS DB N m M e � S ££££F m � a 4 £Fygo£�aga s� �g n Q n@sw 8- ¢$£gSaBFisam 2s �XDS&F�Y4m8= ea'ase�a�N�a"_� w £ a OCnOanN p Dz n a�_g2�ny o op G z, u p p=;F3sT3�^ n ar AAT;D 0gfomHap =a niF3?p-c z o n D Qm�>y>OO8O8O � � O �OC3mmpy^-10 i f�ll O �Oyxq1n 92 > p 0�22-12 1=II Z~a yy A Cr K A�f1�IlO pO L] Muo ea Rpm c i 5� E RR Rquw a m w i m �n e b y D o e a e b e o IIWRI�Ae PMm 2pecb �� S- m b e e a e w A F s��m$w m .. nmly raxM' Reaadael E s$ p o e m y y N g a' brig o° p o z° Mduwr qdn d= 5 � 8 � � K � 3 � >� � 5 � $ P � Re•Jref��y u a ' b� Y-wi b ur mGovo�egm o 0 o a 6MIm Uys:n a^I^w a y A Fm A & F"uFNSg= m AR<PII�m,) MNaUpeeN � MwlmcgadN _ � 9 F r L 8 g E F F F g qy ZVI ap b R:e'(,@a b ur N.i 6 b b e'z �eMmlmcaP.dy p y a m e n o u m R m M�Ym GIDecl" g $y m w b n a n 'm e b b� m lm-inzl s � C m RegL a l a m e o��$ m � G B 2 0 o b uman tNZN] Cp 3 g a s F u F: F e 'w' u F: R. m ReM AIM m m o n m ewwaealr s a c ti N b pxfq C b 'm m 9 o e. o b o e Ml.M�1RpkM � 6 i E MeM LIOaM a o $ w 6 o a o - MJIm CepvJry 0 p 3 - 5!^lllp 8 S$r `• ,'3 d w m u a � odour tryvdN m Msiml 6v"a s 's � ma 8 R.� F McAa apedb F e F$ R s RAdrtLOal $ tl a o R J _ '$ _ a Boom cwdn c Nmhm aP..;ry [ 5a m P � m m C R ReaLrcaObe) B e '" � ° r' � n m e v n e .E m � $u l@WiW (Y•�j" m9 _ q w c �� 3 Modme�dN RIM Cgiecry 39 i .... ...,4n, 3 0�30 � O:n�O y0' eD[� COPYRIGHT®2(M] PGI'INOGSTRIES,=.. 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JJ ROSOWSKI oM pe[IM BY 41¢ lbr C P JRGSOWSKI �08129111 06/19A7 NO CHANGES THIS SHEET. acERr. oeumismzsa n=n y y T T • m A r m m I'9i1 m m 0 m yc ~ m w O ¢ • m m • D i m g eT m m n • • ® v • Do • • z x zm�gc C9L] • 1- yy Ne Nm y IU m o o� 0m9 i zm m g a w=4.y aim mra'[mr, z�F Sm m � gm own zz=oam� z o'R - SOmmy°umi m'Z° 9 m4 N .T-� N3pDp�.. m0 R�C3� °C O w9 � F zr�zy -Si �x �i3m WWI m m� °r(]�SO(FFq 0.- :C NFzFoz 3 cPis io `eoo z M. py°2o w,>0 "O 22� 3 ZZ y"m,H2" F gN mm�y''zc Srin I mO <p mmS o cNi V. m m�ym FF2 1 2.'x' �� g >mo DO°� zy v�p§ov 9�" A Mg m� NO my C 9 ax C�C�� poc2$Q m�c FF S m mFgF �O o al '-I'�iKie myinX1 ym m gg°rmo Dppy a z o�r'v m:£m FgDEDzcD" x p-O pznyzDryyx x O u g�"o$pAFg�Ar 3ixF;m—"-H6v pvw < Dm OmoySoOo 55 am co W; 4 « v �� H yAy Zm2r!A lailm➢€v 3 mOSO-�3�i2 1 y pO�c3 Dz o m xy��zm 5! g20 a8 o s z m�A�FmgA � 5 0 8 Y `\,�Qtid Z ` COPYRIGHT040i] PST INOOGTRIES, INC. ALL RIGH]S RESERVED 3-DIMPACT-RESISTANT ALUMINUM TUBE MULLIONS 1.25X3.188X.265 MULL SPECS sww.Swim nt N/A N/A 6309JR 12a2 taro ra'nxwni ware e o o -NO-. o.b et.pwaer. Saar FR"�� 0 N 'a J RaOSOWSKI x one Rw. 08/29/11 C xroe nr,m m06/19/17NOCHANGES JUROSOWSKI THIS SHEET. �cem. oPnumaanm ®R®® v 3 =y5 P .°v't+n ,�,n 3 s �-S D d qQQ P m? .�6'a4gg siE i9 Ap 3 �9p�✓in � '.t.'m9gq C'd 8 n�`I x H H'QQH+ o a ssa"e�e✓ir" Qr(.�Yj} xUx 6ix�'�u_ q A O =_w=ff=eS 5 86F BH BS � Q H'RH Q'ns 9 Pi a 'a 9'`v �'gyrc0 $s D QFE'H *fie z�F 'ea �FES4 E'QAa �m 9e €Hs®a�NygQn Q GqY Q c isSz"asg�a=3qu& §Q'QHB9 x'c12 �kaaa�i`y cua SHH QQQC z�Qn IduV URYm c a Y � m � � ✓ e e -'� MWmuP�M � E S� .N.. u L P E J 5 Pa -✓i m p g hNm Capa4ly Rey4[emm) o'g q .� b i N u C u 3 w b m: ✓ Y u o S _ o b '� o o£ y o MMIpm� GIslp' A�MRfI X L" U" .�. 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No4q LN11 FiIIPS CMU BT Wxa MCWI Anchor CAP Patterns Albwryla. 11t6'ENe UllRaon -a..-- Elw M1Rwn YI@'Eka UllraOm IA"EIm L11m.'an 1/d'99 aw AWaCpIV 5Y@ENa NBWM 1/P 691he PWreGdlar Xq 51Wl 9elw (C])9oRH(N) m29RP1 112 aa. S.aara9] Ease WNrce Or)'. I' Y1/Y I- YIIY S1Po' 1' 2-11T P tlli' Y YVY T O.%" Embe:Ilrenl Mj 14V 1d - 11 I'll S- avI' M1I/P t-trr av1^ LUI• L1/1° r 1.Y0• t3N^ 1e R. RNCM2®1.15'MR O.GIBImbaav Wwl tllplFlO.l} I Pndaa®1.14'MIn.O.G /6Ir1uE lal OlheAtllp IF10-R$ •LV Ile IWIle OIt' IA 1&1hr X/A ZlBlbe WA R(N I6. .9A° IM %IW WA 1.0. NIA 3111le WA 1°1" WA p9BW WA N1 q. 09R Ibv 1921h0 6B01h0 YOWa 1120ba INtlMrsliss rtO.C./Q13r5M11a Qlpe/Iflp. ]$ ]BONO I.I.01le 1069 pr 540 Wa SEOIBr WA 1001y N.I. BW of 1W31b. 662®1 0@Slm 1120 q[ ]Mebm0031'Mh 0.C,lUd10.1n1e.1W Alum IFIpAF WP M�-AA /AWA1Prcav/FCk 61p.6j 1B3 an S pe 09RIm 1]3Na 11015v fTIb 9101ba 1B115e 9Ynv PJM 1]O WaN0N IA N/P WA 1%15a WA NIA NlP WA WA Ni he 19;Ibr SBOb FORMULA TO CAPACITYTABLE FIGURE I: FIGURE 2: TABLE NOTES: 1.250' . 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION e • ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WDTHS IS ALLOWABLE. FIGURES: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR ENACT DIMENSIONS, SEE 3.260' ANGLE SHEET521-23. HOLESTO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, BE USED 4)SUBSTRATES. CONCRETESHALLCONFORMTOAC1301SPECIFICAPONS.HOLLOWAND IN PAIRS' GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM OPU. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN FINE WITH AN SO OF 0.55. ALUMINUM SHALL BE FIGURE 4: FIGURE 6: FIGURED: ) 60G T6ANDBEAMINIMVM DRAW THICK. STEEL STUDSTO BE'AMINIMUM GRADE S3 AND STEEL TO BEAT .125- YHMK AND AM ALL ® MOCBTAtI2ANCH RSNTO ANTO STRUCTL SHALL URAL ES EEL. IMS.AT S. H10B.S BEYOND THE MATERIAL. 11MULL310N FORS PIEtDAIuuEn uNRs n 0 =ANCHOR CAP._ 3s 50. .100^ L2Sxa25^x.+00• NOW ON FOR FACTORY�MULLEDUNITS to Q 4 Z t �O a u s e� PRODUCT REVISED mplYing BADr the Florida BuilEl., code xOSl 17-0030.01 Expiramn Onto 95/26/2021 /11111111 14: No. 56705 0, F�;'1 OL�NAL IF,,, A 1-4 MILL6. P.E. FL P.E.A M705 T C • C m • m m c A N • m e m N e • zm0g 2 yvm �no4m ==33im zm m � m PO y9OCm mi Z uA D y-~i.N $°TC 0. 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ALLRIGMS RESERVEC IA m m z K n IMPACT -RESISTANT ALUMINUM TUBE MULLIONS '<v 2X6X 25 MULL SPECS ILJ��L}I�I sm' �YY a. sba 'u o _o N/A N/A 6300JR. 17.<2 loro avamlac amc o,.a 6 oa'a cnre.a ar 41) rt fW ,FF/j' y �p•� o N � � JROSOWSKI 08f29/1t C nna ax 1cw rr rl rl 11 rlv • JRiSOWSKI 06/19/17 NOCHANGES THISSHEET. n CERT. aE aunussxre y w <mgasog�.��. 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INS Us 1M2 S2 14" N9 lus 10 1]6B 111 9SI Us 1]A6 411 Bnl 10 1.1 411 RI 6R IM 411 asI BID 11 61.5 SM IM All a&I 3A 19U 411 956 1W f0S0 3JA Bn5 4m W] R6 Bfl0 dm Mq yp W4 b] BL1 07 AM MI 315 44S dW 3¢B 314 Sp] dW 14 jV1 SCS 403 IBIS 314 302 409 ILI 314 @bi51nB23349L03]1 fia0 9m I9.] 2B4 SBB 3@ TL9 MA 91.5286 -1 962 616 WI II M -1 3W M3 S`n 0] ffi1 ]51 B]fi 33] YS} W3 ]09 SIN A.B 310ttl 25I IsS 31S 6a2 261 165 311 7.7 250 424 91B W6 39 9L1 S1s US 20S Sao 313 Ass 3aB ffi3 318 0 &1 310 4&1 SAS 212 US AS% 2M1A6 2A 611 TB Ill 89 13.I 311 d5.3 25B UI 210 US 2W M2 2m US 09 RB 2N MT 2R IDA aLi NB 2W 01 ttl 250 322 Set ISS sa M 2MQI 2]1 I'a.8 .0 35.8 2i1 39.1 l95 309 291 91.T 1IS Ml A9 91.e Im. 2'1.] 91 84 1B6 Yb 290 1G 1I0 2N 11.3 ZN .5 1., I31 aW 26S 1. 8]2 31] dBA 183 J1.0 2a dll tI9 81 21J AB 1. 2S2 213 11.0 tIs M9 313 E.1 1]0 Ifl8 213 237 1m 136 213 1]3 113 R29 1B0 Ile 31] 9.S 1. Ttln 20B 1. SA 155 IlA 1- 2SB 153 21A 1R 119 1iB in M3 11l 16B IN 1I V6 "In M3 1B1 9A 140 Ad nan Y1.B 131 1T.4 181 180 A. 1SS 161 I, 19l ttln 22D 1W 23.5 U3 1S9 153 19B 131 In1 19 1T.5 118 Anchor Cap9eld TeEb e 91nfV.IC 2lACm/rete 9&Cmc. - HOWx LMU FAke QN PTWW] IAHY Anchor CBI Peaem9 AmppryPe Yfi ECOOIam VP Eke VRm[m 116'EBo clam yi6'EI[0URfMm 1/PFkoVmem lld"39 Eee A9pe(9aly 6[16'EI[o ulr:m t/d'SS EIXo AgrCde� ptDS1 Y MSS1M mm"719arn C�61 an"I"aO M291ee1 E Og OaIBKtII 1• 2VT I' 21rz' 3fIB• f` 21/Y' 1' 212' 2' SVP P ¢dD' ¢Y' a- 9111BfIneM 151' NI< lyY AVY 2 111Y 4V1' . i-VAa Y11< 1NP T 1-9'B" 13'V Iaim d ARRn IS, an.00 /(436Ae49.'tl1p91(FI¢tl ROIb Ymlei 69n1m 1r0 A9 1Mfil[e 6WIm '.80IDe WA IW 09 Td91h PoOIDa 1-Ip9 W2M BBSm lLS lm TABLE NOTES 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR ERACTDIMENSIONS, SEE SHEETS 21ZL ® '® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-M FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUTfILLBO CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C9B, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF OEB. ALUMINUM SHALL BE 606175 AND BE MINIMUM OF,125' THICK STEEL STUDS TO BE AMINIMUM GRACE 33 AND .04Y THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST,125-THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAS73 SCREW THREADS BEYOND THE MATERIAL. 610 & H2 ANCHORS INTO WOOD MAY 0E STEEL, 18.8 S.S. OR 410 S.S. 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A RIONTSRESnR D . t p IMPACT -RESISTANT ALUMINUM TUBE MULLIONS �J6 46 DEGREE BAY MULL SPECS ae9%Ci'•. ':�'��3C $ nm`+ a np N/A N/A »motor 6300JR 2012 m _ la)0 IFEMIIC\OLY a' N e' q ROSOWSKI oa�08/29111 �waxeY. "a'C R)w croo-/asoa� JRbSOWSKI a06/19/17 NO CHANGES THIS SHEET. meERr. oeaurRsxane -1 va9D' �— --� 1.ODm �-- 1.1.DBD•-I I-1.z6m—, e „ X� rIII .125' a R5' .125.125 2.]50' 2.J50' 126'3.125 3.186'EOV 200D'21�a L t t 3-]F5' '1 .5T00' i 1 i.125 p I I I I .800' I 1'XZX.12TMUUJ0N 1-xTx.3L5'MULLION 1-X2TS%2]SMULLKON VX2.75•X$5 MULAN 1-X3.12SX.SMUWON 1.TS%3.108'X36S MULLIDN I3 XIIAVX.125-10JWON 606MM.UM. 6053.T6ALUM. 60B3,TOALVM W63-TBALUM. 606XT6ALUM 606116ALUM 60fi}T6AWMXSECPON %SECTION XSECHON XSECTION %-SECTION %SECTION XSECDON S.0DCLrP R 000- 8_To .S PLUM. XSECTON I r-.125' 7 .3]S MIN. Y ai"Fgs .sEE DETNLF.SNEEFI 338•MIN. I I p p 1 V-OLIP -------� BOfiOT6 AWM. TOPVIEW STANDARD CLIP 6063-M ALUM. TOPMEW -- .3]6' MIN. 3-111-11 OFFSETCLIP 6063,TBALVM.. 70MIM CENTER OF ANCHOR HOLE MUST LIE WITHIN THEVASHED BOUNDARY.SEE SHEETS S17 FORTHE ANCHOR O.L. DISTANCE MAX1MU61 ANCHOR HOLE DIAMETERANCHOR DVJ]ETEA. 1nw. TABLES TI—i F^.125• 2X(3,TGA Us. 8066TBALUM. %SECTION 125' 5.000' --- MIN ffA H ' — 2x6aw 803-TV3-Te ALUM TOPMEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FORTHE ANCHOR 0 C. DISTANCE. MAXIMUM ANCHOR HOLE O METER: ANCHOR DIAMETER. 1/16•. Mull Dimension (sheolf0 PGT PadV Mullion SEC. Clip OfftatcapI UGip AIglo Cllp 1'X2'%.125 (5) 66605 fi6624&M 666511M •X2'X.37S(6) 666005 666244M 688512M 1°X275°X.37Sm 66607 fifi6245M 666513M 1"X27SX.65tl'(6) 6Efi08 r66W611W MNIA 666246M 666514M 1"X3.12SX.511T(9) W637M BM42M 666515M 1.2VX3.1gSX.26S(I2) 66541M 666241M SEES M1.25'X2.1VX.12V(IB) 69370 WA 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 6-9, 12818 FOR SUGGESTED, APPRO%MIATE HOLE LOCATIONS B ANCHOR O.C. OISTANCE 31 SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. TABLE A DlmenN m Valua pn7 For Mullion: A 825 1'X2'X.125" a1d1M'um Tube Mullion- B 2.854 C o.ess D 0.]40 * ims B 2409 VX2'X.375' AluNnum Tube When C 0,535 D 0.490 A 1.875 +'xz75••x ,375AIununu Tube Mullion B 3OD) C 0.757 D 1.118 A 1.312 1'X2.75'X ,850• Aluminum TO. Mull. B 3.000 C 0,476 D 083g A 2.000 1•X1l2SX •600'AIM Taos Mull B 2n7 C 0.B'o3 D 1.137 A 2.626 +25•X Aw X.265'Alun TIDe lAull B 3.262 C 0.862 D 1.762 1.26'X2.71' A 1.813 .t21•Alum Tube MWI PRODUCT REVISED as cOm Bulldl Plr,J Wlth the Florlda HOA-N. 17-0630.D7 * No. 68705 12r X3.2r)(ADW l2r)(3.27X.524• MULLION MULLON 6035-TS ALUM. 900546 ALUM X-SECTION XSECRON W RAY aw6 T X se 1'X4'X37V T.MULUON (063.T6 ALUM. %SECTION 1.25M 394' 103• 114 --1 920' b' 136'Xa8PXE2P MULLION eo0 TSALUM. X-SECTION .375" MW. 74V D Mr -III—.125' C d S .12r 3TarvOpxOCLm p 2.000' ECfION I 2125" LLR 2.000- 2XS PNOLECLIV hY I IMUeALUM. m3.m AUUM .125' %SECTION XSECfION AI a U L z�K t us'T o u CENTER OF ANCHOR HOLE MUST LIE WITHIN THE p DASHED BOUNDARY. SEE SHEETS 10.20 FOR THE AMMOHOLE DIAMETER ANCHOR DMMOETER•1/16'. TD -2. alasycIMS ro _cR6ATe BOw.sEe .37r 1 DEIHL. F.SNEEFI I I I I I I I I I I I I I 1 I I} I 1 I 1 I I I I I I 1 F 1 I 1 1 I 1 I I I I I I I I I I I L J I L J L STANDARD CLIP CENTEROFANCHORHOLEMUSTLIE 6081Te ALUM. WITHIN THE DASHED BOUNDARY. OBE TOMEW sxEErs 1 o-n FG R tLtE ANCHCR o.c. aa5°J I—.Be1'—I—I .226•J I—.ser-I NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, 13�15, 19810 FOR SUGGESTED, APPROXIMATE HOLE LOCATN)NS. 31 SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, .575' I I I I I I I I 1 I 1 I I I H I I I I I I � 0 OFFSETCUP 606118 PLUM. TDFVIEN ANCHOR DIAMETER•1MT. U CLIP 6 TBALUM. TDFmEW TARI Fr. TnwLF 11,,1, Olmenel6n VeNe On) Per Mullion: Dlm*Ww Value On) Far 6lulDan: F El 1.000 1' 4'% ,125' murnivm Tuba Mullion F 0 1.W6 0.500 135'X3. 5' X.62A' Allunlnum Tube Mullen H 1 1.438 1250 7 7 1"X4'X .375' Aburel. Tuba3'7 F G 2.a25 1.125 135'X3.64' X.02P Alumni. Tube MUITDn EH2AN H 1 1W0 3250 125'X3 X.100' Ahab um Tube MI F 2813 3V Be Mug F 207E 4r Da Mul TAR[ P D Mullohnen9Dn (eheeLS) FDTFee1D molbn 6M.cnD Dnaeca, U41ip An'le BID r X4'X.12r(10) 03% 66811111 6MI12A1 665L41M11 666516M 1'XPX.37Y(IU 68510 686112M 6E61123M 6SSbCM 66IT19M I-xr X37r T D6 135-X3.26'%.10T(13) lpMnX3.25'XE20,04) mom 20150=12 20161YA1316 MUM 0861127M 0 IIVM M1123M M1124M 8601126M 66621EM 664324101A (SPHIM VARHOM 666HTW- O6SUW4 1.2Y X3.84'X.02P (15) 20162 (68111714 SMI126M 660MIM 66e51111 n De2Re(16) E6649 WA WA WA 6SWUMM 45 Dana. 00) 6ee5) WA WA WA 666SUIM i N PRODUCT REVISED Bs ndem9lying E Ne FLvNEa NOA-NO.GE t7.0630.Ot E6DlmUon Date 05/2612021 �.: ND. 5B705 Mull nsion (aDrealan#) POT Pad# MuIIIDn Sid. Cllp U.Cllp AnOM Clip 2'X4'X,25'(16)' fi6602 6fi6261M GS62]1M 6685112d l2'XVX.25'(17)1 66604 1 666282M 1 66fi272M 6Bfi5113M NOTES 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLELOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2.000• XT I MIN. 4.000' 25V P"XOX23 £ MULLION W03T6 ALUM. XSECRON .250" --II—.t25' STANDARDCLIP 2000' GW8-IMALUM. %-SECTION :125' 1.490 y �-•-.i25• rv1 f"'.i25• oil � 1IT U-CLIP I MANGIECIP 2115[IJA 6063i8ALUM. PW9T6 ALUM.XSECiIONXS� ECTCN125' .125• `nNz W —4 ralx 6 DETAILF. .375 .375- 6Ef1 MW. 1 I I I I I I I I I �I STANDARDCLP U-CUP•6a63T6ALOM. 60SPUALUM. SED WRTX4"Ml1LUON.SHEET TOPVIEW _.......... O DIS------ A%IMUMANLHOR NDIE / CENIEROFANCHORHOLEMUSTUE DISTANCE MAXIMUM ANCHOR HOLE AN RANCHORDIPNETER•tfl6", MRTHINTHEDASHEDBOUNDARY.SEE DIAMETER ANCHOR DIAMETER♦ VIV. PRODUCT REVISED SHEETS 16-17 FOR THE ANCHOR O.C. _ DISTANCE .MNtIMUMANCHORHOLE as col^Bptil gwIN IM1O Fiorltla IldCUi o 5.500• r-2000'—•- 3]5' HERETO CEs"ETA-DLIP' DIAMETER:ANCHORUMMETER+IDS"' 5.000" 377 NDA4tlo. 17-0630.01 3'S00' 'I • MIN. !X` 6HEOEipa F, �-$HEET6 MIN. 4 3T5' MIN. PxPimtion DaS 512612027 I - I I' I T -1 I I I I 1 I I Miam a Pm u[I Cenlrol GX 0• F I I _ i— _ I T _ I I _ — r I I I I I I I I I I 4.688• 5438' + — _ — _ _ _ — .250' 5.43a 6.43e• Il 11 lrll YLY '. ��'04........ . 4f . `cam;'' r " I I : 4lcsnsE'•. C��: F' '•.P �_ "MULLION B i 56 * No. 705 X-S CTION I I I L--------------------- I .3]5' MIN. 'O '. 7 G .250. STA �TO�PP U'CIP 606pnA-Um,VI� YRiEYIMPL USED FOR 2'� MLULLION. SHEET IT �NALP�NG\�\; TOFVIRN A. LYFAd �N IILeR, P.E. FL P.E.$ 5670 EXAMPLE I: SINGLE VERTICALMULLION THE BUILDING SUBSTRATE IS MGM TOM WOOD ON ALL FOUR SIDES. THEWINDOWFRAMEMPD11S211P.THEOPEMNO REWIRES A DESIGN PRESSUREOF+S0.dE0APSF. 1) INTTMLLYASSUMING THAT AP WIDE MUWON IS SURAME,THE MULLION LENGTH IS TY AND THE OPENWGIMOTH IS>Z'+32H'e65'. REFERENCING SHEET25.THE COLUMN USING ® 9 N m.,5HSNHm RECTANGULAR LOADING MUST BE USED. SCAN THE MULUON TABLES MR A MULLION THAT IS AT LEAST ME WINDOW FRAME DEPTH OF 2-114'ANDMLL MEET OR IXCMDTHE REQUIRED �^$ DESIGN PRESSURE OF-W.W460B PSF. IF THETABLE DOES NOT SHOW THE EXACT SIM. USEME NEXTLARGER SIMAVAILAS E -BEE sEP FROMTABLE3A SHEET],THE PX2.]5-X+31 MULLION (LENGTH =T2-,OPENINGWIDM-701MEETSMEOEPTH REWIRED, HOWEVER THE DESIGN PRESSURE IS+h83PSFANOWO000 FENESTRFON DETAILS. SHEETS NOT BE SUITABLE FOR THIS APPLICATION. PRODUCTS APPROVAL 24 FROMTABLE 4A SHEET a, THE VX2.i5-X.850- MULLION (LENGTH -TV. OPENING WIDTH-nj W3ADESIGN PRESSURE OF+F7Z7 PSFWHICH E=MMTHE REQUIREMENTS FORTIS _H oy i2' OPENING AND M1NY BE USED IN THIS APPLICATION. NOTEMEANCHO0. GJACITYREW IRFDOF STBIBS. N tEiT'GIN 4 4 2) USE TABLE 4BTO FIND MIEANCHORTYPE, ANCHOR QUAMITYANDCLIP TYPEREOUIR FORTHE WOOD SUBSTRATE BOTH THE STMDPRDCLIPWRH(4)#12MCHORSANDTHEM atU ANGLE CLIPS WTTH(4)#12 ANCHORS HAVEA CAPACITY OF 8B5 LBS.M000H EITHERONE COULD REUSED, THE STMOARUCLIP IS EASTERN INSTALL Z ONd �/ OETNLs, 3) VERIFYME DESIGN PRESSURE OF THE FENESTRATION PRCOUCTSUSED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL. sHEETs APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE -I INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES MO FENESTRATION PRODUCTS TO MULLION. a.y IN MIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS -1W.0P5F. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE]2.7 FSF WITH AN ANCHOR CAPACITY OF US LBS.ALTERNATIVELY, LU a8 NO.wDHP6 WYANNWSILI THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REWIRED FORME EXACT DESIGN PRESSURE OFEO PSF: ��IWOPQWAIWBTH"- 3 G D LBS 11 LJ)9 (MAC BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 40) - (60 PSF]X(91 PSF/=524.8 Z _ EXAMPLE 2: MULTIPLE MULLIONS THE BUILDING SUBSTRATE IS MOM TO RE CUD ON THE JAMBS MOUSES A CONCRETE HEADER AND SM THE WINDOW FRAME DEPTH 1S 2 W9 THE OPENING REQUIRES DESIGN PRESSURE OF+50.GLS5.0 PSF. FORME VERTICALMULLION: i)INRIALLYA66UMINOTHATA1'WIDEMULLIONISSUITABLE.MEMULUONLENGTHIS3Y+T2't'IM'ANDTHEOPENNGWIDTHIS36'+35+1'=TY.REFERENCINGSHEET25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCANTHE MULLION TABLES FORAMJLLIONMAT[SAT LEASTMEWINDOWMANIE DEPTH OF23 ANDWILL MEETOR EXCEED ME REQUIRED DESIGN PRESSURE OF+WBr- 5B PSF. IF ME TABLE DOES NOTSHOW MEEXACT SIZE,USETHE NEM L4RGERSDEAVAILAB1-E. FROMTF M3A,SHEET7,ME1'X2A5-X.37SMUWON(LENGTH-108'.OPENINGMDM=6P)MEETSMEDEWHREOUIRED,HO�RMEDESIGNPRESSUREIS-}15.1 PSF AND WOULD NOT SE SUITABLE FORTHISAPPUCATION. FROM TABLE 12A SHEET 16. ME 2-X 4' X.25V MULLION (LENGTH =1OT, OPENING W OM=801 HAS A DESIGN PRESSURE OF+1a .7 PSF WHICH EXCEEDS ME REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION, NOTEMEANCHOR CAPACITY REWIRED OF 971 LBS. BECAUSE IT ISNOW MOWN THATME, MULLION WILL ADD 2' TOME WIDTH OFME MULLED UNIT,MEMUSTED OPENING WIDTH ISW.WIY•7Y, NOTTWASM000USLY ASSUMED.WRIFYMATTHE DESIGN PRESSURE IS STILLAPPLIGABLE FOR MEADJUSTED OPEMNO.ALTERNATWELY. MEWIMIOW AMMS AIAY BE REDUCED TO MAINTAIN ME 73- DIMENSION 2) USE TABLE 12B TO FIND ME ANCHOR TYPE, ANCHOR QUANTITY MD CUP TYPE REWIRED FOR ME CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME ME POURED CONCRETE HEADER MD SILL ARE W WIDE IF THE MULLION CUP WERE TO BE CENTERED WITHIN ME W, CARE MUST BE TAKEN TO MAINTAIN ME FASTENER'S EDGE DISTANCE. USING THE STM'DARD CLIP WITH (6) &1V ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1A' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IB GREATER, AND THEREFORE SUITABLE, FORME REQUIRED ANCHOR CAPACITY OF 911 LBS. FORME HORIZONTAL MULLIONS: BECAUSE ME VERTICAL MULL WILL BE AYX 4- X.250- MULLION. IN THIS EXAMPLE WE WILL MATCH THE HCR20NTAL AND VERIICAL MULLIONS, ALTERNATIVELY. MOTHER MUWON TYPE CUULU BE CHOSEN 1)THE MULLION LENGTH IS 3o AND WE OPENING HEIGHT IS 32-+72'+Y=10W. REFERENCING SPEET25, ME COLUMN USNGTBAPEZOIDALJDOANGULARLMINGWY BE USED. MCMTAME 12A, SHEET 16. ME 2-X4-X.25P MULLION (1MLEM1'OTH -4Y, OPENNO HEIGHT -12D0 HASA DESIGN PRESSUREOF-Mn.0 PSFMHICH EXCEEDS ME REQUIREMENTS FORME OPENING AND MAY BE USED IN THIS APPLCATION. NOTE THEMCHCT CAPACITYREQUIRED OF 5Z1 LBS. 2) USE TABLE 12B TO FIND THE ANCHOR V`FE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME ME CMU JAMBS MEW WIDE. IF ME MULLION CLIP WERE TO BE CENTERED WITHIN THEW. CARE MUST BETAKEN TO MAINTAIN ME FASTENER'S EDGE DISTANCE USING ME M5MGLE CLIPS ATM (4)WIV ULTRACONMCHORS ATM EDGE DISTANCE OF V WES AN ANCHOR CAPACITY OF SW LBS NMICH IS GREATER, AND THEREFORE SUITABLE, FOR ME REQUIRED ANCHOR CAPACITY OF 521 LBS 4) FORME USCUP IN ME HORIZONTAL MULLION TO VERTICAL MUW OR USE THE SAME ANCHORCAPACITY OF 521 LBS.TABLE IM FCRMEU-MP SHOWS MEANCHOR CAPACITY IS 1074 LBS WHEN USING 3ANCHORS, WHICH IS GREATER.MD THEREFORE SUITABLE, FORTME REQUIRED ANCHOR CAPAGTYREQUIREMENTOF 521 LBS.THE ANCHOR TYPE IS A #12 STEEL SCREW. FROM ME ABOVE STEPS, OUR MUWCN DESIGN PRESSURE IS: N-(A.] PSF FROM ME VERTICAL MULLION; .1.170.0 PSF FROM ME 3V HORIZONTAL MULLION ATTACHING TO CM; H-170.0 PSF FROM THEW HORIZONTAL MULLION ATTACHING TOME VERTICAL MULLION ONTERSECTIGNJ THE LOWEST DESIGN PRESSURE I3-W7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS PRODUCT REVISED p Ing wllF No FIeIIiEa Builtli,g tle Now -No. 77-0630.01 Eapi-tl.n Datn 0512612021 B Mlam tla To uc on m ND SB705 VERIFY ME DESIGN PRESSURE OF ME FENESTRATION PRODUCTS USEDWTIH THIS MULLION SYSTEM. ME LOWER DESIGN PRESSURE. OF MIRU)NS OR FENESTRATION rc "'"r1� L' i PRODUCTS, WILL APPLYTOTHEOVERALLASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THEBOTH THE MUWCN ANO MEFENESIRATION PROOUCTEE I.YSTALLFDW A.LTI:IIII1611R, P.E. ACCORDMCEWIHTHE INSTALLATIONWECIRCATIONSINTORESPECRVESUBSTRATESMDFENESTPATDNPRODUCTSTOANLLION. U FL P.E.#58705 ' EXAMPLES OF REOTPNGULAR LOADING: F,N LOADING OF VERTICAL MULLION LOADING OF VERPCNL MULLION SILLOFWINOOWSNOTANCHOREO WOH INTERSECTING I-IMMMALMULLIONS EXAMPLES OF TRAPEZOIDAUBMNGUW LOAD I NO: qll i a a OAOINOOFHORIZOMALNTULL 1 1 / LOADNG OF VERTICAL MULLION LOADINOOF HOPoZOMALMVLLION I ShIOF WINDOWS NOTANCHORED WOHINTERSECTINGU<0.WCAL MU WON I I PW PN 1 I LOADINGOF(2) HORIZONTAL MULLIONS I 01 �IIr01 /ii' � LOADING OFWRTICAL MULLION LOADINGOFV TICAL PANELOFHINGEDWORISNOTCAPTUREOORANCHORED, WITH INTERSECTING HOR20 I II /� I / �I I m ��!ail LOADING OFVERTICAL MULLION `e W D p 1 Y V O < 2+ 30 0 N t0 GHA3H u 88 SD- I I w a >¢ 4 PRODUCT REVISED PI and IN Me FIoAea e�n`a'me HDA-Na 17-0630.01 Ex,i.Uon Dnto 051262021 LOPDING OF NORIZANTAL DF Muwan NOTES: Mm evroeuce ccnw 1) DRAWINGS ARE RFSENTATIONS OF TYPICAL FINCONONFIGURATIONS. NOTSHOWN MAYBE FROM MYBE EXTRA O HOWN.OIATED THOGE EHOWN. 2) IF THE LOADING TYPE CANNOT SEDETERMINED,USE �'' LtcENSE��: RELTPNGULARLOADWG. `; 3)SEEPROWCTS'APPRONALFOR * No. SS7aS ��'_ ACNALANCNOR LOCATON9. LOAONGOFHORIZONTAL MULLION SCANNED IBM BY MIASt. Lucie County MIAMI-DADS COUNTY DADE ® 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.2ovleconomv 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 . ed herein, and has been designed to comply with the Florida Building Code, including the Hi clocity Htr ane Zone: DESCRIPTION: Sees "SGD-770" uminum Sliding Glass Door w / 90° & 135' corners—L.M.I. APPROVAL DOCU T: Dra g No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10 14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Produc Control Revision stamp with the Notice of Acceptance number at ion ate by the Miami -Da e Pr uct Control Section. MISSILE IMPACT RAT G: Large and Small Missile Impact Resistant LABELING: Each unit shall bea ermanent label with the manu s name or logo, city, state, model/series, and following statement "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No.17-0420.12 Expiration Date: February 17, 2020 9 li (r 1 Approval Date: September 28, 2017 Page 1 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 02115116, 06/17/16 and 06120116, all signed & sealed by Idalmis Ortega, P.E. (Submitted tender NOA No.16-0629.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 . 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted underNOA No. 14-0123.10) 3. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales,j,: . (Submitted tinder NOA No. 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 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. I5-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h Edition (2014) and FBC-6'h Edition (2017), dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19117, expiring on 07/08/19. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04118. F. STATEMENTS 1. Statement letter of conformance with FBC-5" Edition (2014) and FBC-6'h Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Test proposal No.16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS 1. Notice of Acceptance No.16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135' corners - L.M.I. approved on 08/04/16 and expiring on 02/17/20. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 I,-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 E13DO. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3)ANCHORAGE: THE 33-1/8% 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 NONS, ANSVAF&PA ENDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE, HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL-5993, FTL-0001, FTLE014, FTL-6015, FTL,6017. FTL-6022, FTU6023, FTL-6024, FTL-6025, FTLJ3028, FTL-6031, FTL-6033, FTL-6038 AND FTL-7554 I DesoninJan Used rare Eateriert, Mrerier) I 'HB"=HEATSTRENWHENED T=TEMPERED 'FYB` ..NO-TROSFOL0 PVB BY KUHAAAY AMENCA me. 'SG' = A90' SENRTYG VS® BY KURAMY AMERIM. ING OESIGNPRE85UREMTING IMPACTPATS4G SE-ETA9LES1.2A3ON MTEDFORWGE&SMALL SHEETS B,T 80 MISSILE IMPACT RESIBTANCf CODESISTANDARDS USED: •201] FLORIDA BUILDING CODE FBC), STR EDRION •2014 FLORIDA BUILDING CODE �F9C), BIR EDITION •ASTM E1300-08 •ANSIIAFSPA NDS-2015FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUPL,ADM3015 •AISI SIM-13 eAMC 380-10 EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ....... .... 4.5 )PRESSURES.......65 L DETAILS..............12-14 F I O N S..................... 15.10 / SILL TYPES......... 17 SECTIONS ............ 18,19 LIST ....................... 20 (Wf)4BYf5W cFHr. aFABrxa222Pe Anchor Group Anchor Type Frame MOM", Subsma Mln. Edge DI4lence Mh 0.C, B19anm Mln. Embedmenlar Meal Thickness A 0121&8 SMS, (Fy80 W, Fa- 95 key 41241088SM8, (Fr, Be kaL pas 110 ke0 NI Scene. Plea (SG =o.55) 9118" 71W 1.3w 6083.10AIhshm. SS" WIS. 0.090- AM Sent wr 911V GOSP Or, 33 Sleel Stud 3I8" W16. 0.045'(160e) 1/4-GOO AggreGelol® F,-S]End. F•`80 kei NI CalMrele min. 2,22 Rail 1-1 3" 1-YC Jamb/P4wok Fkad Block BUSM C90 2" T T Jvnb/phcok Keys, Block 9IM C90 2" 3` 1-V4' M SaMam Feb. 0=0.55 1- 1' 1aY B 912SWISMS(Gc6) (am.031tereodsbeyond meal aubeUab) All S emmun.0.55) bile, 600Y15 Alkag um aft' Sir D.090' A385ae1 SR' Sir 0.050' Ir Gr.b8leel SE ad aft' war 0.04510 Ga C lie Eke Ul"Con9 F� l%kd,F-lAkei All Concede (mIn.205 het) 1' 4- 1`31w Jempl P4moX Hollow Block IASW COO) 1' 0' 1-VO' 1N'EIco UII.Cor Fy' i85ksl.Fe=ITlk91 All Concha (mn2.B keg 2-117 4- I3W Jambi P4look F01ed Black PkSIM NO 2-in' 4` 1J4- JamblPunk I Henna Block (ASW CM 2-In' b• 4-11` D III" 410 SS 2.0 OrtleFkx® Fr=12].4 kal, FP 189.7 kel Heod/91II Conamle mlB d35 Nel 1" 4` 1.64' J pl Plnak Cnncnb In. a95 Fe1 P b• 1.Y4• 2 p P4a0k Hollow Block A61M 090 2-0IT B' 1.1N' All BOMMm Pine SG=9.55 1' 1' 1-wr 1)WHFPES 9RMTHANCHORCROUPSASOW, CHOOSE THEAHOR GROUPOF THE LOWESTLETTERFOR ALTALESINTHISAPFROW1- 2) AL MCHO R NERD TYPES ME APFL (CABLE 3) FOR STEEL STUDS, MIN. FU=45 KSL MIN FY-33 Mi. 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 5)MICHORSMUUBE OF SIIFFICffJITLENMH 60THATA kIINMIUM OF 3 WREMS E%TEND BEYONIIMEFAL SUBSTRATE. ANCHOR NOTES 1) FOR CONCRETE]CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY M WMI-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. EVISED 3) WOOD BUCKS DEPICTED AS iXARE LESS THAN i-1/2"THICK. complyingwith the Florida PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS 17-0420.12 DEPICTED AS 2X ARE 14/2" THICK OR GREATER. 1XAND ZX BUCKS o 02/17/212,(WHEN [N:O�N;..17�420.112 USED) SHALL BE DESIGNED TO PROPERLY TRANSFERLOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS ra uct Centro 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 NOT REQUIRED. IF USED, NON -SHRINK NON-METALLIC GROUT, MAX.1/4' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30p FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. sall,m I NT51 1 -22 1 P070130 No. 59705 CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1) ALL CONFIGURATIONSSHOW'N ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMS MAX. UNIT WIDTH MAX.UNITWIDTH LOCATIONS USING DETAIL "Jw","Je",'Kw"OR"Ke INSTALLATION. EXAMPLE: 4-PANEL X%X%IN POCKET (p) CONFIGURATION CAN BE pXXXXP. PXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION NO PANEL WIDTH NOM. PANEL WIDTH CAN BE 0)=p. PER TABLES 1-3 P PER TABLES 1-3 -1`r--- ''jj�� _1�r 2)SO- &135" CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2STRAIGHT CONFIGURATIONS. MAX UNIT J° g Q I ko ° i�g� + MAX.UNIT IGHT° Ln % / +° O R i°Fz=�„ 3) FOR NOM. PANE L WIDTH. SEE TABLES I3. HEIGHT ABES I3 PERT / PERTEABESIJ iu�€ x'OPERABLE PANEL, •0•- INOPERABLE PANEL. PacKEr IaB w I tr ig� •p•=POCKET F—DETARLETTER �T jl r___. /$�yl,�W = WOOMETAL INSTALLATION °c'=CONCRSTRETE INSTALLATION -PANEL 2-PANEL I/ ONFIGURATIONS CONFIGURATIONS + + L—SHEETNUMBER —MAX. UNITWIOTH MAX. UNITWIDTH DLO WIDTH= NOM. PANEL WIDTH -7" OLD HEIGHT= DOOR UNIT HEIGHT � 10.125" NOM. NEL WIDTH NOM. PANEL WIDTH qc o. PANEL HEIGHT =DOOR UNIT HEIGHT -1.888" P TABLES 13 1 3 13 PER TABLES 1-3 I I MAX. UNIT to t to a iog� .UNIT +O HT +w I, HEIGHT +9 I'g@ PERTE I E 1 3 TABLES 1-3 / / / POLREi NOM. PANEL WIDTH PER TABLES 13 MAX UNIT HEIGHT PER TABLES 13 G6'.mtl:: a3Nt3a {CliV �l mil® to sL m m m m m m 5-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 fj MAX UNIT HEIGHT PER TAKES 13 / CORNER TYP.' (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) PRODUCTREVISED 0.19ding Cntiawl+M1 The Florltla NUA-NP. 17-0420.12 E.dratlaa pme 02/17/2020 * J NO.58705 �INaO'IfQO _— ]]]lllll lull`++ cErrr. oPnuptuszae SERIES 770 ALUM. SGD-LM IMPACT' .u+ o•+++ "F ALYIN NIIIFR PIE _ 5G0.71p N7S 2 +22 PGTO}30 C P.E35B]05 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX. TESTED U6' ALL ALSO AS 355-7116° HEIGHT AT TARE POCK1) BOT14 JAMB ICON CONFIGNS URATIONS OR BOTH JAMB 120'HEIGHT 300-1/4" Q 120° HEIGHT LOCATIONS USING .Jc".' LOCATIONS USING OETAIL'Jw", "Jc", "KW OR'Kc' INSTALLATION. NOM, PANEL WIDTH ' 3 EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE PER TABLES I3 3 1 pXXXXP. PXXXX OR XXXXP. OXXX IN POCKET CONFIGURATION CAN BE O)V4. is to Jc I t 1 2)SO- &135' CORNER CONFIGURATIONS CAN BEA COMBINATION 1 e 1P / jog OFANY 2 STRAIGHT CONFIGURATIONS. HEIGHT 1 96"OR 120' u to t9 j'rw IQgiE 3) FOR NOM. PANEL WIDTH, SEE TABLES I3. li@@ 'X°=OPERABLE PANEL Pop++T 0 'O'= INOPERABLE PANEL, I� 'P.=POCKET 6-PANEL CONFIGURATIONS 1 1 DETAIL LETTER MAX. UNIT WIOTHj.�W = WOOD OR METAL INSTALLATION ® °C=CONCRETE INSTALLATION d� L—SHEET NUMBER NON. PANEL WIDTH t 3 t3T 3 PER TABLES W de OLD WIDTH =NOM. PANEL WIDTH -7' t0 t Ie t Iq DLO HEIGHT =DOOR UNIT HEIGHT-10.125' t to 1 is is pp t IBC9 PANEL HEIGHT =DOOR UNIT HEIGHT -1.B66' NAX. UNIT HEIGHT PER TABLES I3 h vackET Ig822 J NOM.I PE MA) HE PERT/ 7-PANEL CONFIGURATIONS 1 tf 13 3 BaullOtllDntUPl lCYC,.TtleIREVI,SI DEFl eridn NOA-Ne. 17-0420.12 a1YJSi ut'nm ft"r© 7 Nil 8-PANEL CONFIGURATIONS 6 3 3 ff NO, 66705 -•r ie+0/ewsau pro/D �pL•• �- aF .. cEwcarwm.anzca SERIES 770 ALUM. SGD-LM IMPACT /,��IVALIta`��` AR 0496'1) Yc NO LHPNCE3 IMIS SHEET. rrI —1 u,+vH eF ne �rW>i. wIe fsrni+mSt3� ® I� y 2P A. LYNN MLLIER P.E t�d14 3callo NT5 3 22 PGT0130 C P.E>sa]OS / 7/16°NOM. 7/16•NOM. 1-NOM. 3116- HS GLASS 3/16' HS GLASS S - - .090• PVB .090' SG 3116'HS GLASS 3116'HS GLASS 74 374 , 3/16 02 82 ERIOR 3GLASS EXTEROR 3w NOM. NOM. 4AC GlASS3/9' BITE BITEGLASS BITE WER 54 54 56 7/16" L MAT GLASS TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9/16' NOM. 9/16' NOM. 1' NOM. 3118" GLASS 114° HS GLASS 1/4' HS GLASS 090° PV gi , .090" SG 3/16' HS GLASS 1/4'H 114-HS GLASS m 5/16°AIRSPACE 74 1/4• T GLASS 0282 PRODUCT REVISED 83 s p1Yln9 with lM10 Florida Bu11E1nB 3/4" NOM. Gopo NOA-No. 17.0420.12 aGLASS EXTERIOREXTERIOR GLASS 3/4"NOM. 12442]Enpta6op Data 02I712020 BITEGLASS%TERIOR BRE ByF mmm-oo roauet Control Btet70 54 55 9/16" LAMINATED GLASS, TYPE 33A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS TYPE G5A u NY LYNN ytOE..../VF ` GLAZING NOTES: P 1} No. 50706 'ANN"=ANNEALED _` _ 'HS"= HEAT STRENGTHENED 'T'=TEMPERED ® 'PVB°=.090°TROSIFOL ION][LNNGLOGYaeNE. SEE SHEET 15 FOR SPACER DETAILS. --O =T7 •. r� 8' ,yA ' ' O STA I : •� 'T•, 0 PVB BY KURARAYAMERICA, INC. 'SG- =.090-SENTRYGLAS®BY KURARAY AMERICA, INC. N' ,l ,yqq �6 GLAZING DETAILS '-,,FS''..",20RI0?,.� •�2�� r www. lR G6OSHT C NO tlNNpESTHIS SMEEI. cE6r. au]rx.rmee SERIES 770 ALUM. SGD-LM IMPACT � er aWw A� ENG`v }+. JR 10HN19 cva uamrxv % ® saoaro NTS 4 122 PGT0130 C nlv{flpd p.E GLAZING DETAILS (136, G6A, G7, G7A, G8 & GSA) 1' NOM. 7116' NOM. 1"NOM. 3/16" HS GLASS 3116"ANN GLASS 3/16- ANN GLASS .090" SG .090' SG 3/16' HS GLASS .090" SO 3/16' ANN GLASS 3/B'AIR SPACE 74 3115'ANN GLASS i4 318'A02SPACE 74 3/1 S' T GLASS 3/16' T GLASS - 52 53 83 3/4' NOM. RIo 3/4" NOM. GLASS 124.1V 3 12yIV GLASS BITE GLASS BITE EXTERIOR BITE MMOR a80 79 9 55 54 55 1" LAMINATED I.G. GLASS, TYPE G6 7116" LAMINATED GLASS, TYPE G7 /" LAMINATED I.G. GLASS, TYPE G8 1"NOM. 9/16" NOM. 1' NOM. 3/16" HS GLASS- 3/t6" ANN GLASS GLASS .090' SG i/4" ANN GLASS ,090" SG- 3/iB' HS GLASS .090" SG 3/16" ANN GLASS - SPACE ]+ 1/4'ANN GLASS -74 Sf16'AIRSPACE 74 1/4' T GLASS 1/4' T GLASS PRODUCT REVISED 82 as plying with the Provide B3 g3 Building Cole 3/4' NOM. NOA-No. 17.0420.12 12G127 3/4'NOM. EXTERIOR GLASS 124-02 3/4'NOM. yra a I lion Data 0211712020 GLASS p SITE GLASS BITE BITE By F.%TEwOR •• mmmwa Produ< Control - _ EXTERIOR 91 ]g Y A 54 55 55 1" LAMINATED I.G. GLASS, TYPE 36A 9/16" LAMINATED GLASS TYPE 37A 1" LAMINATED I.G. GLASS, TYPE G8A ,111111TI11 Z * i No. 56705'r GLA7JNG NOTES: 'ANN'=ANNEALED - : *� 'HS'= HEAT STRENGTHENED SEE SHEET 15 FOR SPACERDETAILS. %O'•. �g��r' �: 'T'=TEMPERED ''A •. 0 °PVB'=.090'TROSIFOC PVS BY KURARAY AMERICA, INC. taMTEcr3minarowte 75 GLAZING ,,. •'lV�� F '.40RIOP,; t' �'']iS70NAL 'SG°=.090' SENTRYGLAe BY KURARAY AMERICA, INC. .N�tl�ul oo DETAILS iTnuI it14`t aF aQ dt 0411587 C NO afANC£g INISSHEEl. cERr. aPAurxnsrve SERIES 770ALUM. SGD-LM IMPACT — u.t a°wN xe< A L P E Sllm NTS 5 1 22 PGTO130 C PE) 55]°b Design Pressure (DP) and ARelrof Quanlitles Required, (for all approved configurations an Sheets 2&3) For tamer astragal anchorage on SW or 13Y comeruNts, see sheet 11 Maximum DP for all sizes: +601.60 psf (May be limited by Table 1, Table applies to Gless Types 3, 2A, S. 5A, 7, 7A, 8 & &A and as WhisAstra Types shown below. Dow Unit Height O Anchor Group 73.7/e' CLO Anchor Group 79-vir DLO Archer Group 65.7/8' OLO Anchor Group A B C ❑ A B C D A B C D A B C 0 HoadlSill C4M C4M M CAM M fb+ +1 CA+1 +f G♦1 C4+1 C4+1 G+1 G+1 CA•1 24" 0Lo Jamb 8 8 B 6 6 6 a B a 8 e e 8 e B - P-hawk 6+7 0a7 +7 7+8 7+6 7+8 7.8 7+8 7+8 7+8 7+0 7+5 7+8 7+8 7+8 �- Hinxi l C4+1 C4+1 +1 C4rl (1+1 CA+1 01+1 CAM NO CAM C47 CA+1 04M C4+1 C4+1 G 30' � Jamb B BB 8 8 8 B 8 B 9 a 8 8 B a P4aek 6+7 +7 7+8 7+8 7.8 7.8 7+8 7+6 7+5 7.8 7-8 7+8 7+8 7+8 $+ Hossinar G1+I C4+1 I +1 CAM CA+I GI+1 G+1 04M CA+1 CA+1 G+1 C1+1 CAM CA•1 a6 Jamb B B 8 1�7+7 6 8 8 B B 8 0 8 8 a a DLO P4wak 6+7 6+7 +7 8 7.8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7.8 7+B 7-6 HeaN8i11 +1 C4+1 +l +1 CA+1 CAM C4M CIO C4M C4+1 CAM 04-1 CAM C4+1 G-I 4i �, + Jamb 88 a 0 e e B a a 6 a 9 a DLO PAbok e+T fl N 7+8 7+a 7r8 T+a 7+B 7+8 7+5 7+6 7+8 7+8 7+a ]aB HeatllSlll G1+2 C4r2 +2 Ct+2 C4+2 C4+2 CAa2 C4+2 CA+2 C4+2 C4+2 C4+2 C 2 04+2 CA+2 'm 41- Jwrp B 9 8 8 8 6 a 8 B 6 8 10 a e 8 DLO PHlook e+7 B+7 +7 7+8 7+8 7.8 AB 7+B 7+13 NB 7+8 ]+e 7+8 RIt ]•8 FOR EXAMPLE ON USING TABLE, SEE SHEET 8. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-114- SILL. 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 48S7 PSF MAX. WHEN USING THE 3-IM SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A 3) 4', 3.1/4-AND 2-1r2-SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-IM 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. S) 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. Sill Height to Max. (+) DP (Water IMltmtlon Rating) Sir R6er Height I-) Design (Flat or Box, sea P.M.psi Sheet 17) Flush-1-10 see note L - ig - M drum SEE NOTES 1,3 OH LENGTH I- KI o OH RATIO 21 OH RATIO - OH LENGTH OH HEIGHT DLO WIDTH= NOM. PANEL WIDTH-7' DLO HEIGHT= PRODUCT REVISED DOOR UNIT HEIGHT-10.125' plying wnh the Fmrlda 9u11Jing Code 110A-No. 17-0420.12 PANEL HEI( DOOR UNIT HEIGHT-1.688" E%Plm6on Date 02/17/2020 Interlock P-hook Lackstile@lamb Straight Astragal Assembly Lockstile@ Stralght Astragal 90-Ammvi Assembly Lackstle® 90'Astragal 135'Astroga1 Assembly Lodatile Lan 135'Asuagal Standard Stiles standard Stile Standard Stile Standard5tile Standard5tlle Heai y,I ty5nle Heavy-0AySole Heavpchity5t0e HeavyEuHStre r� .lil�_-1lL IVY. Standard Astragal Outside Career, , 1,�`-I��' 'r-e`J.-Jl- Insidelde Co Outside Comer Inside Corner Imi e Corner Outside Corner ^'A ...ice .FfL Part 060(Q) Part"W Part"60 Part"" (Stile) Part 117(Aslragal) part p60 Part"3181Cer,on Recolst Part H119 (Out) Part H12D (In.) parts 031(S H32 (Car.&FW Mount) Part H61 REVISED MELF 1. nan4anfaw csRr. oFauixaaae I. SGD-LM IMPACT A-rw B a 22 PGTOf30 7}; No. 5B705 OT SAg ''is��NALIENG•5`• A LYM MIL1PR PE P£A SU05 TARI F P Design Pressure(DP) and Anchor Quantities Required, (for all approved Bon(gurallons on Sheats2&3) Fercomer peumpl orsmaeBe an W ar Its' tome(uN[a, aR shad 11 Maximum OP for all sizes;+60)EO INay be NmINd by Tabla 2A) Gar land Height Table apprras to Typesh 4A, U" 98" 02' 108" 114' till' .AGass M,7.7A.88 BA entl the Q 0A, 7, 7 6, 1V fircbm DLO ]341 0 ]ram DLO 01. 0 LO W3]/B" IX T 9111UASImgal Types arm below, ApaholGC rcher nahpl Group Mahar Getup nuhar r0a, Group . rGmup . a, qr0 ar pu roup MahOr emw GC .S3r IGC A B C D A B C D A B C 0 A B C 0 A D CJDAA B D p A B C I 0 A B I B C 0 Hea S H N. GH Gat Grt Ga U+1 UN 1 U+1 G+ N G+1 q G+1 GN + G+1CI+1 U+1 UH Gal GH GH at GH GH N UH GH 24" Jamb B 0 B 8 B B B 0 8 8 B B a a 8 to ID 1010 10 10 f0 10 10 10 ID 10 t0 10 10 (!LD P4n4k B+T 8+] 0+1 a+T J+8 AB T+8 J•0 7+8 7+6 7+8 Jr8 AB ]ae )+0 &B B+B BagarB 8•B aA e•B a+10 B+ID BHO B+ID Bq0 8+10 BHO eHo HeaNill G+1 G•1 G+1 rA+1 U+1 G+I C4+1 CA•1 G+1 G+1 CA+1 C1a1 G+1 C4r1 G+1 G+1 U+1 G I+1 G+1 CA•1 Gal U+1 U+1 Gal C1+1 U•1 Ual G+1 UH OP Jamb B B 8 B e e B 0 B 8 B 8 8 e 8 l0 10 10ID ID 10 10 f0 10 10 10 10 10 10 10 OW P4nok 8+T 0a7 BR eq T+8 ]+0 T+0 irB 7+B 7+8 Tr8 7+0 7+0 7+8 N8 849 B+9 B+B0+9 8+e 8+8 8r9 8+in BHO 6+10 9H0 9Ho H+10 BHO (HO Heed/9111 Gel G+1 G+1 G+t GH G+1 UN Gal GN C1+1 GH G+1 U+1 GN Gat GH Ca+f G+1H GH Gr1 GH N+ GH GN GN GN GH Ga1 Gr1 Ofi"QJemb 0 8 0 8 8 8 8 8 8 0 8 0 0 0 e 10 10 1010 10 10 10 is 10 10 10 10 10 10 10 P400N BN 0+T BH 6•] i+0 ]+0 )+0 T+B 7.0 T+8 irB 7+0 T+e 7+a J+8 0+9 6+B 0+9B+e e•B -9 B+B e+10 BHO AHO 0.10 BHO 9+10 BHO 9H0 HeaNSAI UH U+1 GH GH GN G+1 G+1 U+t U+1 G+1 G+1 GH GH UN GH GH U+1 U+1U+1 GH G+I GH U+1 G+1 G+1 GH C5+1 W+T GH G+1a. 12' 0.0Jemb B 8 0 B e I-T-0 B B 0 a B 0 B B 0 8 ID f0 1010 10 10 10 10 W 10 10 12 1D 10 f0 P-0aoN 6+7 8•] 0+) 6+> A0 T•8 NB T+0 )+8 )+e I+8 7+B T+e )+8 T+0 0+9 8+s 0+9B•9 &B B+8 &B 9+10 BNO Bq0 8+10 9H0 BHo 9No 0+10 HeaN911 GrZ G+3 G+3 U+3 Gr2 G+2 Ga2 CM2 G+2 of 2 CN3 U+2 G•Z G+2 Ur2 G•3 U+2 U•23 W+3 G•2 G+3 2 GBa2 C5+2 L5.2 Ca+2 LBa3 6r3 L5+3 4B' 41. Jamb B 0 e B a 0 B e 0 e B ID B 10 10 10 10 10 10 10 10 12 10 10 ID1210PJmoh IXO DN 0+T 6N Br> NB T+0 AB T+0 MB ABT+8 T+B 8+9 e•9 0+8 0+0 &B 8+9 erg B+B Br10 9+1D OHO 6+10 8+10 NeH--romp lK0 G+2 G@ G+2 We G+2 Ga2 Gr2 G+3 Gr2 G+2 G+3 G•2 GH2 Not evallable in these sizes JambB D 8 8 B 8 0 10 8 e a f0 8 P-0ooh 9+7 6+7 0+) 0+] AB )+ i+8 i•8 7+5 7+0 7+0 AB i•B 177+ 0.0 Heeassi U+2 C<+2 G<•2 Gi+2 U+2 G+2 G+3 U+3 U+S U•2 G+2 G+2 CA+2 Jamb 0 8 e a B 0 6 10 6 B B 10 0 P K 8+T BQ &7 6aT T+B )+B NB )+8 T+e ]+B h8 ]+B ]+e FOR EXAMPLE ON USING TABLE, SEE SHEET 8. NOTES; 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1W SILL. 2) WHEN USING THE 2-112' SILL. POSITIVE WATER DP IS 46.67 PS 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 PRIES. UNCHANGED} SEE TABLE 2A, 3) 4'.3-1/4-AND 2-12' 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 CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 6) DOOR S2E TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TABLE 2A! Sill Height to Max. (+) DP (Water IMulratlon Rating) SIII RLseTHelght (+)Oesgn (Plata Oox, sea pmssae, psi Sheet R) Flush-1-11Y see mte3 Law-21f1 +96.fi7 Medium-&1/4' +60.0 High-4' +80.0 SEENOTESI-3 OH LENGTH �+- I- x F K i of OH RATIO e1 2 p 1 OH RATIO = OH LENGTH OH HEIGHT THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FORTABLE 2. SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS Interlock P-hook Laakstile@Jamb Straight Astragal Assembly Lockable@ Straight Astragal 90"Asnagal Assembly 10cksdle@ 90-Astragal 135"Aaragal Assembly Locksdle@ 13VAmagal Heavy-duty Stiles Heavy.duty5tile Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty5ble Heavy-duty Rile Heavy-duly5ule Heavy-duty Stlle Standard Astragal Outside corner( HT��- ,J. L�1��._{` Inside COrr ner'I , I outside Como( Come Inside Corna CarrieomZ1da� Comer o.d3 Part p61 (#) Part 061 PaRB63 Part B61ISUleI part p6J(Astragall Part B61 Part B6115HIe) Part g11B (Comer Receiver) par[N319 (Out.) par: BS]0 (In.) Part 461i5HIe) Parts p31&p33 "am .& Fed Mount) PartNI CFRr.OJ'ADINQBNB 9G67m 1. SGD 7 -2. OLO WIDTH= NOM. PANEL WIDTH-T DLO HEIGHT= DOOR UNIT HEIGHT-10.129' PANEL HEIGHT = DOOR UNIT HEIGHT -1.866' PRODUCTREVISED 6u1 dln0 Codowipr the Hand. NDA-No. 17-0420.12 eephatlon sale 02/17/2020 No. 56705 TABLE n: — Desi(7n Pressure(DP)anF Anchor Quantities amh Required,anSTo(tor tall umor unite, ahem It a0ans on Shoots 283) ' Far tamer astragal enchmmge an 90°aH36°aamar unlia,ea sheet ll MaximumabelDP9hovm below (May be limited by Table 3A) Dom UMI Height Table applies to Glass Typos 4, 4A, BP 84" 90° 96" 102° 100" 6, as, 7, 7A, a & M and the 69-718" D JSAB° DLO 791 CLD 86-718' DLO 91-7/8" D O 9]-] 0 DLO Stlle'Aatmgot types ahaxn belOW. Anchor Group Anchm Grave Anh. Gaup Ana Mr Grou Anchor GroupAnchor Ome, A 0 .o D A B C D A S C D A B C D A B C D A B C 0 Des nPressOre +/-90.0 I a . s a- s 17' Haad/6111 C4+1 C4ai C9+1 Nf1 N+1 N11 C4+1 N+1 N+1 N+1 N+1 C4N C4 I cant C4+1 N41 C441 C4+1 C4+1 CA+1 CAat C4N C4+1 U+1 24" DW Jamb 0 8 B B 8 8 0 e B 0 B 0 B B 0- 8 10 to 10 10 10 10 10 f0 P-MOk 6+7 644 6+i 6+T t+B 7+B 7+8 T+B 1% 7+B 7+0 ri0 7+B 7+6 7+8 7a8 6+9 9+9 B+9 8+9 Ba9 8+9 Ba9 8+9 Des nProssuro W--90.0 pal +/-B26 Pal HeadlG81 CMt C4+1 C4+i N+1 N+1 N+1 C4+1 CMi N+i N+1 C9a1 C4+1 C4+1 N+1 N+1 N+1 C4 1 C4+1 C4+1 U+1 N+1 Na1 C4a1 C4+1 DLO Jamb B 8 8 e 8 0 0 0 10 8 e 0 10 5 '0 a 10 10 10 10 10 10 10 10 4501 e+] B+7 6+7 47 7+8 7+8 1+0 7+8 7+B 7+6 7+B ]+e ]+8 7+0 7+8 ]+8 8+9 809 8+9 8a9 8+9 B+4 a+9 Ba9 Ce'tanAntome +/-90.O ps( +142.6 P. p 1. Head1S111 C4+1 C4+1 C4+1 N41 N+i 04+1 C4+i CNi Nai C4+1 N+1 CMt C6+1 C5+1 N+1 N+1 C5+1 Ce+1 C4+1 (s4+1 C5+1 C5+1 C4+1 C4+1 AL DLO Jamb 10 8 i 0 0 i 10 8 1 8 101 0 I 8 B 8 12 1 10 I B 1 8 12 10 10 10 10 1 10 1 10 1 10 P-hook B+J 1 6+1 1 6+J i I 6+J I]+B i I "a i 7+9 7ae I]!B 7a8 7+B 1 e+9 I B+8 i 8+9 I Baer B+9 0+9 Ba9 8+9 Ba9 B+9 0+9 0+8 86' Dev, Pmeaum HadSla = C4+2 N42 C4+2 N+2 N+2 N+2 +AW.0 pa( CM2 C4+2 C5+2 C5+2 M-2 C5+2 C5+2 C5+2 Cis+2 CS+R +/+12.6 Per C9+2 C5+2 C5+2 CS+2 ♦1-76.0 Pat Cis+2 Cfia2 Cfi+2 Cis+2 OLC Jamb 10 8 8 8 10 B B 6 12 10 0 8 /2 10 B B 12 f0 10 12 10 10 10 P-hook 7+B 7+0 7+8 ]+0 7+8 7+8 Jae 7+0, Ba9 8+9 8+9 8+9 Bag 8+9 8+9 8+9 i0 9+9 0+9 W9 "s 849 8+9 0+9 849 4t" Design Pmseore Head16111 +/-90.OLw C5+2 C5+2 N+2 Na2 C5+2 C6+2 C9+2 C5+2 C5+2 C5+2 Cis+2 C6+2 See AmA ow Cis+2 Cis+2 +2 N+2 4/ffi.S PaI Cis+2 C6+2 C5+2 C0+2 aldi0 C6a2 C8+2 1 C5+2 C5+2 OLO Jamb 10 B 9 8 12 10 B e 12 10 8 e 14 12 8 e 14 12 f0 10 14 10 10 10 P-Mmk ]+e 7+8 7+8 7+B 8+9 6+9 B+9 8+9 B+9 one 0+9 B+9 8a10 9M0 +10 9+10 9N0 9+f0 8+10 9a10 9N0 9+ID 9+10 9+1a rvvlen:f)Mwvror rVR VLnao ...... ,tZf, vm,, n, earn, I I EXAMPLE ON SHEET 9 NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. OLD WIDTH = 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER OP IS 46.67 PSF MAX. WHEN USING THE 3AM'SILL, POSITIVE WATER NOM. PANEL WIDTH-7- DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3)4',3-114°AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-112" SILL IS N0T AND DLO HEIGHT= DOOR UNIT HEIGHT - 10.125- MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.66G' 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, UIVI DE BY 2 FOR PAIRS TO BE INSTALLED. no rvuvvnrvm Interlock 1=ana1r....,.,.,,....,,,...,.�...._...g....__"_'____.._.__. P-hook Lockstlle@lamb Straight Asirogal Assembly Lmkstlle@ Straight Astragal 90'Artragal Assembly Lockstile@ 90-Astragal 135°Asbagal Assembly Laticttlle@ 135-Astmga1 Heavyduty Stiles Heavy-duty Sole Heavy-duty5tile HeavydutYSRle Heavy-dp[y Stile Heavy-duty Stile Heavy duty Stile Heavy-duly5tile Heavy -duly Stile Heavy-duty Astragal . Outside Comer Outside Insla Corner Corner Conner Outside Inside [ar -I I Corner Partkfil ls2 Part N61 Part 861 Part 461(Stile) Part 069(Astmga1) Part 061' Pon 061 Part 118((Cnmer Part#119(Out) Part 0120 (In.) Part ile aris#31&tp32 Partk61 Receiver) (Com.&Fxd Mount) 8 •22 1 POT0130 TARI FAA' Sill Height to Mo (♦)OP (Water In81ha6an Rating) SIII RI ser Heightk4�ff7 Design (Flat or Bov, eeeure, Pst Shee117) FMsh-1-i/2" Low-2-1/2'Made.-114"High-4"90.0 SEE NO I ES 1-3 OHLENGTH OH RATIO 21 OH RATIO = ON LENGTH ON HEIGHT PRODUCT REVISER as aulltlinglCoY wdh the Florida 'GA -No. 17-0420.12 E.plratlma out. 02/17/2020 *: No. 58705 P.E. NOFRAME *9*10'P-HOOKANCHORAGECONSISTSOR SEE'C5•CLUSTER SEE JAMB (9)P-HOOK ANCHORS, 6EE'CS°CLUSTER MAX UNIT WIDTH EIAILS, SHEET IL) SPLICE REQUIRED {PERPENDICULAR TO GLASS SEE"C5°CLUSTER DETAILS, FORASTRAGAL DETAILS. SHEET IL) FOR NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEET 7 REQUIRES'CG' SHEET 10 FOR INTERLOCK INTERLOCK 24"MAX. O.C. THIS SHEET POCKETS AND CLUSTER, SEE �� 48"NOM. DETAILS, SHEET II SEE POCKET (10)P-HOOK- \PANEL WIDTH • x xzzz ` a- MAIC "x .• JAMB xa MOUNTING 6•Max. xxA xx zxxx .• INSTALLATION, gDATER xx� -' THIS SHEET' i ANCHORS MIDWAY o' L-3•MAX, &SHEETI4 BEN✓EENP-HOOK IL) 4PAIR$OF - ANCHORS &AT 3" x FRAME ANCHORS Io� FROM TOP& i� 14- MAX O.C. ANCHORS 96" (TOTALS BOTTOM Ip�I IoI� o UNIT 21°MA%. ANCHORS) 4.051- - 'MAX. TO OPENING I� ® 1I HEIGHT O.C. PERJAMB I I n®=P-HOOK .i EDGE OF POCKET SEE ipn O ANCHORS (SEE JAMB i'I INSTALLATION `� DETAIL E k ® tiv W 1L 0-C. i Z DETAILS'Je'&'Kd, 1m ael I I + BELOW) Mo=P-HOOK END PANEL SHEET 14 & PART fi o' I 'J'&W. ` 24'NIAX ANCHORAGE DETAILS i � �O' r 3'MAX ADAPTERG (2 ANCHORS) SHEET 19 FOR 1 i ANCHORS OM W�--+� P-HOOK I_____s _mwI , xr �%�END PANEL "*2 ANCHORS x x x' - x x x x x `z xx x ENDPANEL xr x z ANCHORAGE ANCHOMGE xz x x x z fi•MAX. ACf SKEM6EL0`�A1EE (SEE SKETCH BELOW)x� CENTERLINE WMAX•TYP. ANCHOR4GE ANCHORAGE AN ANCHORAGE ANCHORAGE OFPANEL 1 2.04' — — 24- MAX. EXAMPLE: &PANEL, 2 TRACK, 90' OUTSIDE CORNER-PXXfXXO - EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 48'X96"NOM.PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) SPLICE NOTE: 6' ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL ANCHORS MAY BE ADDED 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR CENTERLINE OF QUANTITIES SPEC]TIED IN TABLES I-3, SHEETS 6-8: O • 1NIERLOCK HEAD & SILL: W MAX. FROM FRAME CORNERS. PANEL PANEL USE SPECIFIED CLUSTER FROM APPROPRIATE SEE'C5'CLUSTER WIDTH TABLES, SHEETS 6-8 AT EACH INTERLOCK AND DETAILS, SHEET IL) STRAIGHT AND CORNER ASTRAGAL LOCATION, FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL °*2'ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. 3.5° ADDITIONAL ANCHORS 24" O.C. MAXIMUM. AS NEEDED TO ALIGN THE EXT_Er°at HEAL) OR SILL IFA SPLICE 21• OCCURS AT THE P-HOOK MAX PRODUCT REVISED O.C. ...... 1,1., MM the Florlea C•ea NOA-Rc. 1T-0420.12 5.64' Ea iMfonnoD g 2/1T/2020 6°MA%. DY CENTERLINE -JAMBS & P-HOOKS: 6• MAX FROM BOTTOM, 21"MAX ANCHOR PAIR O.C. (JAMBS), 14' PANCHOR mtan,l-Da mean eon OF PANEL2 O.C. (P-HOOK) URLRING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS Na:6-SEE I 2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB "*2-ANCHORAGE ANCHOR PAIR REQUIRES SEE'G5' CLUSTER END PANEL CENTERLINE CENTERLINE 'C6"CLUSTER, SEE DETAILS, SHEET IL) ANCHORAG DE TAILS, SHEETII �OF FOR ASTRAGAL I`OF ANCHORS) INTERLOCK ASTRAGAL (2 g• i4.05V 35" 1 MAX. • • h LYNry�'''. �.x"ANY ZN:...OENg '.4( ` • '% �( I� CENTERLINE CENTERLINE CENTERLINE EXTERIOR �/ �OFPANEL4 `*2"ANCHORAGE *; Na 50706 '• I OF PgNEL3*2'ANCHORAGE F^OF PANEL SEE SHEET II FOR OTHER INTERMEDIATE ANCHORSpf,.. —'-„-- C ..OFADNLF ojj fr ( "I I SERIES D - 22 1 PG70130 DDERIOR v 6' D01G. IC TIO ASINTERL OR I (FOR ICE ASTRAGA O SPLICE L TION 2.04' DED DE INTEELOCK'�I'C6"CUI ,US INTER OCK IF NEE ❑ 2.04' CENTERLINE 'CB° CLUS ETAIL) CENTERL �j` EM R 3.5"7" `. 7•3.5" 21' 4'DA a'D "DIO.C. MAX. 2. 24' 2.04• 21' 5.64' MAX.O.C.EarEFnlRlai 4'DIAG. ° EXTIEF�RR�IOR 7'7'3.5° 6'MAX.aarocu 1 V 2-TRACK FRAME HEADISI V 2-TRACK FRAME NEADISI ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE INTERLOCK- i NEEDED INTERLOCCENTERLINE C6NDITION, USE CLUSTER DETAIL) CENTERLINE 2.04' 4 8' 4.08' XT EERIOR 4°DIAG. EXTERI EXIEFPLIOR ,R, F v 3-TRACK FRAME HEADISILL `� 3-TRACKFRAME INTERLOCK ILL v (d1 ASTRAGAL ORINTERLOCK (t+�ASTRWHERE 5INTERLOCK_ (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED,-C4-) ANCHORS ARE REQUIRED,'C5") ASTRAGAL OR `` SPLICE LOCATION ASTRAGALOR� (FOR SPLICE INTERLOCK+H�IF NEEDED INTERLOCK CONDITION, USE CENTERLINE L..- CENTERLINE I CT CLUSTER DETAIL) 3.5" 1�- d 4-TRACK FRAME HEAD/SILL Col ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'C4") DIAG. O ASTRAGAL UK Iry GIU.UUK _� 1 24RACK (USE WHERE 6 CLUSTER I FRAME JAMB 6' MAX. ) ANCHORS ARE R=LICE ANCHORPAIR r I 4-TRACK LOATION 6"DIAG. FRAMEJAMB INTERLOCK IF NEEDED 2.04" R ANCHOR PAIR CENTERLINE L 3.5" T ANCHORS MAY BE INSTALLED 21` EITHER IN THE EXT. OR INT. MAX. TRACK(INT. SHOWN) 4'DIAG. O.C. -- 2.04" NOTES: I 1. ALL DIMENSIONS SHOWN 5.64" ARE BASED ON MIN. 3.5' ALLOWED. 3.5" 6'MAX. 2. FOR HEAD OR SILL SPLICE 3-TRACK FRAME HEAD/SILL LOCATIONSlANCHORAGE AT (aj ASTRAGAL OR INTERLOCK P-HOOK SEE SHEET B. (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6') 3-TRACK FRAME JAMB ANCHOR PAIR PRODUCT REVISED FORSPLICED m I In with the Florida Bonding c1lo ASTRAGAL OR (FOR SPLICE CONDITION, DO NOT CONDRIONS ONLY: Non -No. 17-0420.12 rINTERLOC='^I USE THIS DETAIL) SPLICE LOCATION EXP5a11on Deto 211p 712020 4'DIAG. 2.04" 1"'if 5.37"DIAG. 4,08" E%IEFIRIOR 7' EXTERIOR v 4-TRACK FRAME HEADISILL Cal ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED.'C5') 4' ---1 3.51 I� 4-TRACK FRAME HEAD/SILL p ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED. 'CB') WITH & WITHOUT SPLICE CONDITION 4 ormous�UIN..019}BB IJ � .. v..�v.... v..� —.�...... ....P.G.T_0.130 *: No. 887p5 2.04° 2.04' INTERIOR 2.04° INTERIOR 2.04° °+1• ANCHOR INTERXXR INTERIOR ' T" 4' DIAG. 4- DIAG. 8.94' 6.12" 6.12" 3.51 3.5' INTERIOR INTERIOR 7" IN ERI INT11 ERIOR 90 3. 0° 3. ' 1 1 I CENTERLINE EXTERIOR XTERICR 4' DIAG. 4'DIAG. OFPANEL 3.5' 4' 3.5' 4' 3.6' 4• "42'ANCHOR 2.04' EXTERIOR 2.OV 7" 2.04- EXTERIOR 4- 2.04' 7° EXTERIOR ME EWIN3 8.94° 2.04" 80° CORNER 90° CORNER 135° CORNER 735° CORNER 4' DIAG. 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SRL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 3,g I (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I _ CENTERLINE ANCHORS ARE REQUIRED.-M ANCHORS ARE REQUIRED, -PT) ANCHORS ARE REQUIRED,' ANCHORSARE REQUIRED,'Cb') f OFPANEL COW N ERIOq EXTERIOR07-1�RIOR INTERIOR .0R" '+7°ANCHOR '+3'ANCHOR 4° INTERIOR 3.5" INTERIOR 90. 7' 2.04^ 4'DIAG. .35" 4.08" 4.' 75.37 DAG. I�CENTERLINE CENTERLINE OFPANEL 35•�/�I-OFPANEL 2-TRACK FRAME HEAD/SILL E%TERIOR 4" EalaR ON ^+2^ANCHORINTERMEDIATE ANCHOR LAYOUT exrz,IOR ALL 90°CORNER 13FRAME ER VIEWS 3ANCHO RAME CLUSTER REQUIRED 3-TRACK ANCHO CLUSTER RESILL V (°CB°ANCHOR CLUSTER REQUIRED ('C6•ANCHOR CLUSTER REQUIRED ATALL 3-TRACK CORNERS) ATALL 3-TRACK CORNERS) 4'DIAG. PRODUCT REVISED 612' plyingg w M M. F1.4d. INTERIOR INTERIOR 2.OW NOA-ND Ome NOA-No. 17-0420.12 2.04° .72" 3.5' EXPlrallun Data02117/2020 4, EXTERIOR 586• CENTERLINE INTERIOR OF PANEL ey mmml-oaa .mutt eoawl INTERIOR 90 3g t36' °+3'ANCHOR 4' T. 04" A 6.12- TAG. fi12° G 3.5' 408- 7' EXTERIOR 2.04" 3.5' 4° 3.5' • 3.5° IllluO 4-DIAG. EXTERIOR 7° EXTERIOR 4' I 2.04' CENTERLINE x�N ANY LYNN ' ..�V� . I 90°CORNER 135•CORNER OFPANEL `�Q�,+- VtOENSF-'�(�� 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL *� No, 5g705 '•P% ('CB° ANCHOR CLUSTER REQUIRED ('X ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) — y *_ NOTES: (3-TRACK SIMILAR) A•:� J�11.•IU� t.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1070 rEcrwd.owoavE '0 sr OF 1 2. DETAILS DEPICTANCHOR QUANTITY AND SPACING, AND WOULD BE mvslwcg11=1 ANCHORAGE, EXAMPLE CL USTERS IDENUCAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. Is°Tl'N^'T°°° nt owsnT we NOerowees rNrs sxEEr. cerr. apwunessme SERIES 770ALUM SGD-LMIMPACT 'XA LONALIEN��.` m ITJ sOwm N75 11 +22 PGT0130 C P.EDECmsRE � iDHWf4 .wzvm�w.s�am INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 EMERIOR 2A116"I14" <] j MAX. 1 SHIM SHEET 1 2XW000 WOOD ANCHOR TVP., TYP.,SEEANCHOR SEE ANCHOR NOTES NOTE 3, SHEET &TABLE A, SHEET IS WOOD FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., 2XWOOD SEEANCHORNOTES TYP., SEEANCHO & TABLE A, SHEET 1 NOTE 3, SHEET i SEE ANCHOR NOTE 6, SHEET 1 (1/4• MAX.)] _... l EXTERIOR 1 ` 2-iltfi' EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A. SHEET I ®2-TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET --'y 2XWOOD EDGE DISTANCE: TYP., SEE ANCHOR SEETABLEA, SHEETI NOTE 3, SHEET 2-1/16•' &TASLEA,SHEETI - EMEWOR ` 1/4'MAX. SHIM 2-TRACK FRAME JAMB c. WOOD INSTALLATION EMBEDMENT: SEE TABLE A. SHEET EDGE DISTANCE SEE TABLE A, SHEET 1 2-1/16"• 1/4' MAX. ExTEwo " SHIM ar 2X WOOD WOOD ANC TYR, SEE ANCHOR SEE ANCH( NOTE 3, SHEET 1 & TABLE A, 3-TRACK FRAME HEAD WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET i EDGE DISTANCE: SEE TABLE A, SHEET 2-1H6"' METALTYP., SMS ANCHOR TYR, SEEANCHOR SEE ANCHOR NOTES NOTE 4, SHEET &TABLE A. SHEET 4-TRACK FRAME HEAD METAL INSTALLATION MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 114" 1. ALL DIMENSIONS MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAYBE USED FOR ALL FRAME TYPES PER TABLE A. SHEET 1. WOODANCHORTYP., 2XWOOD SMS ANCHORTYP., METAL TYP., R SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES SEEANCHOR &TABLE A, SHEET NOTE 3, SHEET SEE &TABLE A, SHEETI NOTE 4, SHEET ANCHOR SEE ANCHOR NOTE 6, NOTE 5, SHEET 1 SHEET i (1/4"MAX.) ter.. 1 (tf4•MAX)-L- ... a ,... E1clEwaR EXrERmR a 2-1H6'• a2-vie• EDGE DISTANCE: SEE TABLE A. SHEET i EMBEDMENT: SEE TABLE A, SHEET 1 3-TRACK FRAME SILL 4-TRACK FRAME SILL Ew WOOD INSTALLATION Fr METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET �— EMBEDMENT: SEE TABLE A, SHEET 1 liv EDGE DISTANCE: 2XWOOD TYP., SEE ANCHOR SEETABLEA. SHEET NOTE 3, SHEET 1 2-0/16"• WOOD ANCHOR TYP., SEEANCHOR NOTES & TABLE A, SHEET 1 E%ifVTT R 1/4'MAXSHIM-Alr- (dnluo-l6m cEHI.6�AUR[091IDd METAL TYR. SEEANCHOR- NOTE 4, SHEET 1 SMSANCHORTYP., SEE ANCHOR NOTES -� &TABLE A, SHEET �Tjl EXT�`Fl�Lg,OP ` IW MAX. SHIM g ;,m 1 NIS 1 12 + 22 EDGE DISTANCE: SEETABLEA, SHEET 1 2-1116"• DIAGONAL O.C. IS MIN 4• (HEAD & SILL) OR 6" (JAMB) SEE DETAILS. SHEETS 10 & 11. TREADS BEYOND SUBSTRATE EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 a PRODUCT REVISED plying wife the Florida Distill., code NOA-Na, 17-0420.12 Eapl.11 . Data 02/17/2020 MIN. OF till THREADS BEYOND THE �gT4Y LY/yty •,i. METAL ` S - OOEN SUBSTRATE � ..,� _= * Nd. 581g5LB POT0130 PER TABLE - A,SHEET I EXTERIOR ABEDM N : iE TABLE A. - 1 TAIL EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEETABLEA, SHEET? NOTES: EDGE AIL! SEE EDGE DISTANCE: EDGE DISTANCE: 1. ALL DIMENSIONS TABLE A,SHEET CONCRETE SEE TABLE A. SHEETI CONCRETE SEE TABLE A, SHEET I SHOWN ARE BASED PER TABLE .1116°• PER TABLE p.Iryg•. ON MIN. ALLOWED. 21/18 ° A, SHEETI 2 A,SHEETI `DIAGONAL O.C. IS 1X LCONCRETEA :E SEEANCHOR 3T1 TABLEA,SHE a2-1116•.\\ EDGE DISTANCE: SEE TABLE A. SHEET 1 \,EMBEDMENT: SEE TABLE A. SHEETI MIN 4°(HEAD &SILL) SHII ` 1 Ir - 71 OR 6° JAMB SEE EXTERI R 114, MTFAIon 1D687116. SHEETS �tt, MAX. �Y SHIM TYP., PROPERLY SECURED 1X CONCRETE ANCHORTYR, PROPERLY SECURED IX CONCRETE ANCHOR TYP., 8 WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& ANCHOR NOTE 3, SHEET I TABLE A, SHEETI ANCHOR NOTE 3, SHEET I TABLE A, SHEETI e®3-TRACK FRAME HEAD 4-TRACK FRAME HEAD c CONCRETE INSTALLATION CONCRETE INSTALLATION -DIX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX SEE SEE ANCHOR NOTES& WOOD BUCKTYP.. SEE SEEANCHORNOTES& WOOD BUCK TYP., SEE IEET 1 TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET I TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 ?ANCHOR SEEANCHOR NOTE 5, NOTE S. HEET I SHEETI :1/41 (,14°MAX.) ... �. ...,... 1. EXTE OR EXTENOR - CONCRETE 2-1/16•°~ - �2-ifle°•, PER TABLE 'RETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET 1 TABLE SEE TABLE A, SHEET I PER.TABLE SEE TABLEA, SHEETI IEET A, SHEETI' EMBEDMENT: SEE TABLE A, SHEETI EMBEDMENT: SEE TABLE A, SHEETI ®3-TRACK FRAME SILL ® 4-TRACK FRAME SILL Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEETI EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT:SEE CONCJCMU ANCHOR TABLEA,SHEETI —�I. TYP., SEEANCHOR PROPERLY SECURED :! EDGEDISTANCE: NOTES&TABLEA, 1X WOOD BUCK TYP., 5' SEETABLEA, SHEETI SEE ANCHOR NOTE 3, SHEETI SHEETI CONCJCMU ANCHOR>° 2-1/16°• PRO ERLY SECURED IXW ODBUCKTYP.,— TYP., SEE ANCHOR SEE CHORNOTE3; NOTES & TABLE A. SHEETI CONCRETE E1creI'RIOR SHEETI ORCMU EXTEwoR V1/4°MAX. SHIM IFS-- PERTABLE FI A, SHEETI fl 1/4°MAX. SHIM )GE DISTANCE: PROPERLYSECURED SEETABLEA SEE TABLE A. 1X WOOD BUCK TVP„ SHEETI SHEETI SEE, NOTE 3, SHEETI .-. PRODUCT REVISED pas lying with the Florida Ouiltling yo NOA-No. 17-0420.12 Eaphallon Data 02/17/2020 CONC./CMUANCHOR '` 2-1l76°• TYP., SEE ANCHOR NOTES & TABLE A. SHEETI CONCRETE CONCRETE OR CMU 11"IIIINNr ORCMU IXTEwoR PER TABLE �` �Q.......... 2/ G� .JLENgF-,(( A, SHEET 1 A SHEET 1 T'IA. SHEEi1 fl `� �1�' - * : No. 58705 - 114° MAX. SHIM *_ ILLATION 4-TRACK FRAME JAMB CONCRETE/CMU INSTALLATION =v :Q CERf.Ov,urMl/pig511 JCRICJ//u nLulvl.JUL -uvl Nvrrnw 4S .•.nllu.- LI\ \�%LL®I prewe a..W,h ALYNNMRIER P.E =.d ITS] 13 e22 PGT0130 C P.EY 58A5 B INSTALLATION DETAILS EMBEDMENT: SEE WOOD FRAMING � TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEETI FRAMEJAMB REQUIRED ATALL INSIDE POCKETS TO PREVENT P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYR, INFILTRATION SEEANCHORNOTES 8 TABLE A, SHEET 1 (ALSO SEE ILLUSTRATION, SHEET B) DISTANCE: SEE L RLE A, SHEETI EMBEDMENT: SEE TABLE A, 26 � SHEETI PHOOKWOODANCHORTYP., P{HOOK / SEE ANCHOR NOTE5 CONCRETE OR 8 TABLE A, SHEET 1 CMU PER TABLE (ALSO SEE TYP. 2.693"MIN. A. SHEETI ILLUSTRATION, SHEET 9) EDGE DISTANCE P-HOOK FOR USE WITH FLAT SILL RISERS Jw PARTS#18 #20 #22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN. (SEE TABLES IA, 2A&3A MAYALSO BE INSTALLED NTEROR CONDITION IN FOR WATER RATINGS) METAL TYP., SEEANCHOR EMBEDMENT: SEE NOTE 4, SHEET 1: TABLE A, SHEET 1 MIN. OF3THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A, SHEET 1 P-HOOK SMS ANCHOR NP., SEEANCHOR NOTES &TAB LE A, SHEETI _ (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK MOUNTING CONCRETE OR ADAPTER EMS CMUPERTABLEI ANCHOR TYP., SEE A. SHE., ANCHOR NOTES &TABLE A, SHEETI EMBEDMENT: (ALSO SEE TYP. EMBEDSEETAMENT: ILLUSTRATION, SHEET 1 SHEET9) DISTANCE: SEE Tl°L EXI�EI1PJOR 2.693'MIN. V EDGE DISTANCE P-HOOK FOR USE WITH BOX SILL RISERS PARTS #1 S. #21, #23 OR #25, METAL INSTALLATION EXTERIOR (SEE TABLES IA, 2A&3A MOUNT FOR WATER RATINGS) ONLY C£RP.OFAUM.13P1BB EDGE DISTANCE CONCJCMU ANCHOR TYP., SEE ze ANCHOR NOTES & TABLE A, SHEET 1 1-1/4' MIN. EDGE DISTANCE .'� EX 10R ' ••, ;I )>, ;4,''`i. ` : .`'. P-HOOK MOUNTING _,;:•:; ADAPTERCONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE EMBEDMENT: SEE A. SHEETI TABLE A, SHEETI (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH ANY SILL RISER PARTS#1& #20 #22 OR 424 CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES IA. 2A& 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION P-HOOK MOUNTING EMBEOMENT:SEE ADAPTER CONCJCMU TABLE A, SHEETI ANCHORTYP.,SEE . .......... ,--..—/---1 ANCHOR NOTES & TABLE NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A. SHEET I FOR ALLAPPROVED SUBSTRATES. 3. SEE TABES 1-3, SHEETS B-B FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOROUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. SHEET 9) PRODVOTREVISED s Plytn9 wilM1 Ne Plorltla B Catle NGA-N NDA-No. 17-0420.12 ExpNallon Daj,02/17/2D20 1.114" MIN. EDGE DISTANCE P-HOOK CONCJCMU EX ERnR ANCHOR TYP., SEE Tl ANCHOR NOTES & TABLE V A. SHEET 1 2.093' MIN. (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) \\III IIIII// ®P-HOOK FOR USE WITH BOX SILL RISERS \� d0.... N � .,.. , Kc PARTS#19.#21.#230R # 25, a'�: UCENs LL CONCRETE INSTALLATION EXTERIOR (SEETABLES IA.2A&3A MOUNT No. 587OS FOR WATER RATINGS) ONLY _ , TEOF om \ k ° ALYWJMILLER R9. - � l '"�1b'"a — `gym s# . NTS 74 -22 PGMI30 C P.E.F 69]0.5 CONFIG. EXAMPLES MAX UNIT WIDTH MAX. UNIT WIDTH HEADER OETAIL'N. MAX. NOM. PANEL WIDTH SHEET 18; INSTALLATION DLO TYP. PER TABLES iJ DETAILS'AW &'Ac. WIDTH INraRIOR SHEETS 12 & 13 NOTES: — EXTERIOR1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS - APPLICABLE. SEE DPIANCHOR PANEL PANEL CORNER DETAIUN2'PANEL MAX. PANEL TYPE TYPE PANEL TABLES, SHEETS BE FOR TYPE'OS''AS'TYPE SHEET 19 & CORNERSHEETS HEIGHT AND WIDTH. SEE N wANCHORAGE SHEET 1DETAILS I 18 & 19 FOR SECTION NOM. UNIT,5 AND SHEETS I2-14 FOR DETAILS. PANEL + PANEL /MAX. / HEIGHT DLO PER INTER LOCK DETINSTALLATION 'M', SHEET2)(1)LOCK(TTEMS75&107-110)AT HEIGHT SEE WIDTHTYP. PER / EIGHT TABLESEACH LOCKSTILE, LOCKING INTO TABLESORASTRAGAL. KEEPER(ITEM 103) AT FRAME JAMBNOTE2 3) PLEASE SEE APPLICABLE a X Ir� X JAMB OETAIL'G3', SHE ET,,,. 18; INSTALLATION DETAILS) ASTRAGAL & INTERLOCK X X 'Gw' &'Ge, SHEETS 12 & 13 COMBINATIONS PER DP#NDLO TABLES. ` WIDTH =OM. PANEL WIDTH -CHOR r i 90° DLO HEIIGI IT = DOOR UNR HEIGHT'10.126' SILL DETAIL'D'. SHEET 18; INSTALLATION DETAILS EXAMPLE: 90n INSIDE CORNER, 4 PANELS — XX/XX PANEL HEIGHT =DOOR UNIT HEIGHT-1.866' 'Dr/ &'De. SHEETS 12 & 13 � en IrnNF 1. �Imr-ueLT avri•L #10 PH! PANEL CORNER DETAIL Part# Description Material 124 Korllr0eling 4SG TIPS Spacer System 125 Custom Super Spacer nXTwith Hot Melt Butyl See this Sheet 126 OuaneX Duraseal Spacer Materials 127 Cardinal N. Edge Spacer , rvcrc.... ca+nvania: nl-m,.. o..o.... STRUCTURAL STRUCNRAL SILICONE ]LYISOBUTYLENE 1/4'NOM. FOAM WITH DESICCANT WITH DESICCANT FM. GLASS//1 V/// I EXT. GLASS, I' AS INT. GLASS GLASS PRODUCT REVISED plying IN the Florida Bu0lins o MOA-N.. 17-0420.12 uc KODISPACE 4SG TPS +Ts SUPER SPACERONXT" Expiration DP z/i7/zazD ey AWMINUM j,,/--REINFORCEMENT pOLY150. �pE31CCANT Fp1MEA Mher,- Product Control BUTYL& SILICONE SEAL DESICCANT ROLL -FORMED FOAM STAWLESS STEEL E% .GLASS EXT. GLASS olllllllllp ............N,y�'% 1w. GLASS 'W.. GLASS • •. �A #.j No. Sa705 1;H DURASEAL® SPACER ++1 XL EDGE'"'SPACER _v ��•�>* CEAr. OFAUIM #22E6M ED:�15 d 71 CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET. SEE NI M',SHEETI9 OPERABLE JAMB DETAIL'03', SHEET 18: '-Y—INSTALLATION DETAILS'Gw' &'Ge, SHEETS 12 & 13 IXED JAMS DETAIL'G2', ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL 'A{ -SHEET 18; INSTALLATION DETAILS'Ll' & 18; INSTALLATION DETAILS //////��""""""''''''INSTALLATION DET DETAILS'Gw' &'Ge. L2, SHEET 19 'AW &'Ae. SHEETS 12 & 1� SHEETS 12 & 13 SHE &13 SHEETS 12 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'D' 'A' MA NOM. / UN PANEL HEIC WIDTH TYP. PE MAX' PER SEE TABI DLO NOTE 2, 7-: TABLES 73 HEIGHT LSHEEFTIO aL�j C T HT SILL DETAIL i V. SHEET ES 18; INSTALL DETAILS 'Dw &'De, SHEETS12 EET 18, MAX. t'AW &'Ad, DLO —WIDTF L TYR C T HT SILL DETAIL i V. SHEET ES 18; INSTALL DETAILS 'Dw &'De, SHEETS12 EET 18, MAX. t'AW &'Ad, DLO —WIDTF L TYR PIPE PANEL PANEL �E TYPE TYPE 'A ,IS, IDS, 7( MAX NON. / HEIGHT HEIGHT PANEL / / SEE PER MAX. WIDTHTYP. TABLES OLD PER NOTE 2, 13 HEIGHT TABLES 13 SHEETIS a a x x X Yam' SEE FRAME & MAX. UNIT WIDTH J PANEL CORNER SRI DETAIL'D', SI IEET 18; MAX. UNIT WIDTH -- I CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET IS 2-TRACK D.Y&Vc?. SHEETS I2&13 EXAMPLE: 90` OUTSIDE CORNER -X)M (2-TRACK) ASTRAGAL DETAILS'L7'& INTERLOCK DETAIL 7A', SHEET I9 JAMB DETAVIV, SHEET 18; L2, SHEET 19� INSTALLATION DETAILSSHEETS 12 NY 8 •`l INTERLOCK DEIAIL'M'I SI-E:ET 19 'Ic', SHEETS 72813� HEADER DETAIL V, SHEET /�( �/ �HEADERDE7AIL , 18; INSTAL ION DETAILS <JAMB DETAIL 112, SHEET P-HOOK OETAI I8,'lC', SHEET '8', SHEET IB; 'GL\J VC.', SHEETS 12813 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION DETAILS Uv/ &'Bc', DETAILS 9 W 8'Ic', SHEETS 12 & 13 'HW 8'Hc', SHEETS 12873 'Jc,'Kvf &'Kc', SHEET 14 PRODUCT REVISED SHEETS I2&13 n n Iying wlN the Floriae 6OA1 N9 Cotlo � MAX. UN IT WIDTH —+I NOA-Na 77.0420.92 hN�17A Enplmllon Onto 02/17/2020 JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'Gw &'Gc', SHEETS 12 & 13 'ANRELII PANEL IjII PAL. NEL 11 PANEL TYPE TYPE TYPE TYPE MAX. UNIT_ HEIGHT / PER TABLES MAX / 13 DLO y WIDTH' / SEE PEF NOTE 2, TABLE: SHEET 18 a x x x �So �y C T HT t ES EXAMPLE: OXXXp SILL DETAIL'E', SHEET I8,� EXAMPLE: XXXO SILL DETAIL'. SHEET 18; (3-TRACK, RIGHT POCKET) INSTALLATON DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS 'EW &'Ec', SHEETS 12 & 13 'FW &'Fd. SHEETS 12 & 13 reroTE[',xNOeooy— eroese ".YFwicE stxne EXAMPLEELEVATIONS rya0eeo-rem ......-,,.„.�,,,,,,,,,,,,, c,•ar. oce9m�.0 SERIES 770ALUM. SGD-LM IMPACT m I NTS116 •22PGTO130 / V. SHEET 19 90' OUTSIDE CORNER DETAIL'N1', SHEET 19 CORNER ANCHORAGE `SHEET 71 i/ INTERIOR - EX ERIOR NOM. PANEL WIDTHTYP. PERTABLES UNITWIDTH 13 MAX. UNIT WIDTH , PANEL PANEL PANEL TYPE TYPE TVPE .F.'P. rANEL MA NOM. UN PANEL y HEIC WIDTHTYR // PE SEE MAX. PER TABI OTE2, OLD TABLES iJ u SHEET IS HEIGHT x x x o 3N. AWMGA 1T BOX IN S m rea<uo J LEFT PANEL STILE PANEL'E'E APPLICABL L RISER: reaon a sB ILL RISER -US— WRH a r ILL RISER, RO LUSH, 1.1/2' • NOT VALI h OBYO W .a U275 1),Iew lFAI1lILPKM6 w�ma�t�oc ASSEMBLY DETAILS (SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) BOOR 81 Gi 2-TRACKJAMB 105 6-LONG CUPO105 W/ RETAINER #106 113 MIDSPAN (SHOWN WITH 5 FIXED PANEL TO 1-1 THE INTERIOR) � yEUERIOR 'mil C3 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) 112 0 Oa I -TRACK JAMB 2-TRACK JAMB ;LIP#80 OR#105 51 52 W/SCREEN V] RETAINER VI23 SHOWN WITH 'IXED PANEL TO — HE EXTERIOR) 53 JJ77 )SEEDETAILONSHEETI5 VE%iERIOR 121 SEEOETAILCNSHEETI5 m �G5CN:1 ExrR1a a SD2-TRACK WISCREEN FRAMESILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1 �3, SHEETS 64 FOR DP (PSF) ASSOCIATED WITH STILE. N3 TRACK 6 FRAME HEAD 3-TRACK E FRAMESILL CEM.OFAUDLR too RILLPANELJ BLENGTH OOCC pp BOOR61 105 ]5810]-gi IT W ORfit O 18 5 5 SEE DETAIL GI FOR FIXED 80 PANEL CLIP LOCK PAR 58107-1 SEE DETAIL G2 103 FOR FIXED PANEL CLIP 5 103 6O OR 61 5 16 iT 60 OR 61 EXTE — �1-EXTERIOR f-E%LERIOq I -I EXTERIOR �/— 3-TRACKJAMS \/ 3-TRACKJAMB 4-TRACK JAMB 4-TRACK JAMB HI (SHOWN WITH (M(SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) 121 SEE DETAIL ON SHEETIS EXTERIOR a nE4-TRACK FRAME SILL PRODUCT REVISED pl1n .1m IM1 RoD0a MAX. UNIT emmm6 Leda HEIGHTPER xoq-No. 17.0420.12 TABLESi-3 I ERplmtlon Datn02/17/2020 ,,\1111111,11,,, UGEN No. 58705 '13 *_ =-o [ ✓l 1 )N DETAILS Ns'*—RIDP:GAQ� 4. SGD-WINDOW-LM! /i�0NALIE?1T`` 18 +22 PGR1129 C PEON70P.Etl60105 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 INTERIOR /o 899 t 113 110 63 /� n l°°) / 9 11 1f3 I fvl ExrERIOR L% 1t3 101 HB rI EXiEwO BB V SQ- OUTSIDE ER 5 WITH STANDARD STILES 460 @WITH HEAVY-DUTYYSSTIESB61 Nt 2-TRACK SHOWN EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAYALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) Lim© t C O O 135- OUTSIDE CORNER Of 2-TRACKSHOWN MENOR v EXIEAIOR ®Oa 135- INSIDE CORNER 2-TRACKSHOWN INTERLOCK •ITEM (HEAVY-DUTY 1*,�1 TILE)S1(HEAVY-DUTY STILE) SHOWN, ITEM (STANDARD STILE) ALSO INSIDE CORNER APPLICABLE. SEE TABLES ®90° N3 2-TRACK SHOWN 1-3, SHEETS O-S FOR DP (PSF) ASSOCIATED WITH STIES. PRODUCT REVISED asIIEIngIlM.Wlth the FIorIJo 31 OCK PART 17.0420.12 5 & f01-t NOA-No. QINTERIOR g:' No. 587, (wpwaiew �1i/y �A'Ip�t�� JR &V17 s'c No acwses nus sxEEr. 6xnr. WAVIHA29m SERIES 770ALUM. SOD-LM IMPACT w. e Pwxs`e °i °^+o"s ALTNN MILIER PF. JR IW01f4 .uL I� 8so-no NTS 19-•22 PGTDI3D C P.ElsemS NOTES: i) ALL ALUMINUM = 6063-T6 2) ITEMS # 33.39, 56-59, 66, 78, 84-99, 121 8122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL, 3) USE OF #12 OR #13 REQUIRES MIN. #10 EMS OR 3116' MASONRY ANCHORS @ 24" MAX. O.C. PRODUCT REVISED BF complYln9 with the Florida ulldin9 CCaJd xDA-xa. 17-0420.12 Expiration Datc02/1712020 BY i __ mian Da roduc control ...... i '.P - L * : No. 58705 = 10 MVEN� d811]6 mW� F ':F(ORIDP,:' PARTS LIST S G 19aD4e 15 �AL 0� cSm. oFAtmte2ez93 SERIES 770 ALUM. SGO-LM IMPACT /1//Nllilt\\\ mvmcvroxr ® rrrwnK Lw.Kla r A, LYP+E958ER P.E N 9DUTR vrs zD d zz PGrwsD C P.Ek 58105 a.a�m ao: LAV1TC roww,o NO CHANGE6TH]96HEEi. w q ,� Item DVdGT# POT# Descriptlan 1 1]300 01]3oB 2-TMCK HEAD ° 2 iTJ03 81T303 2--TRACK HEAD WRH SCREEN RAL J 1T309 61i309 31RACK HEAD d 11]ffi 0D3f2 4-TRACK HFN3 5 1T314 BR314 FRAME 6GREW COVER 8 1T3R BIT31] FRAME lEAO/JAMB ADO-0N ' ] 11301 81T3O9 2-TRAGIC SILL 0 1]30f B1T301 2-TRI\CK 6LLL WITH SCREEN PAIL 9 1730] 617307 3-TRACK SILL 10 1)310 0113ID 4-TRACK 30.L 11 fIJ13 011313 FRAME SILLTMC4t Wsl]iT 12 1T315 0U3t5 FRAME SILL SCREEN gDDON (5[E NOTE 3) 13 17310 BI]31B FRAME GILL SCREEN END ApD-0NI6EE NOTE 31 14 1T305 OIT305 2-TRAIC JAMB 15 1T9N 81]302 2-iRNGC.l4M110 WTIH 6GREENMIL 10 1T3DB 01T3pB 1TRAGK JAMB 17 1731f 617311 41RACK JgMB 18 11322 011322 SBLRISER-FIAT. FLUSH, I-12" 19 1T519 0I7319 6LLLRI6ER-BOX FLUSH, 1-I/2" 20 1]321 BD321 SLLRISER -FIAT, LOW, 2-1/2' 21 1T318 6I7310 sLLLRISFR-BOX LOW, 2-112" 22 17355 617355 SLLRISER-FIAT, MEONM, 3-fl9" 23 9350- 817351 58L RISER -BOX MEONM, 3-0I4" 24 1]32J 61T323 SLLLRIfiER-RAT, HIGH, 4° 25 1]320 01T320 SBLRISER - BOX NIGH, 4" 26 1]333 81TJ33 POCKET PNOOK 27 ]WO 0700 NEOPRENE OULB WSTP FOR PNOGK 20 1]331 81T334 POCKET PJf00K MOUM 29 1T335 aims P4100K COVER 30 17348 B1T34B POCKET PNGOK FOR BOX RISER 31 1737e 8113T0 135 CORNER 32 93IB BV376 135 FDEO MOUNT REMS 4033 ME SCREEN PARTS: 40 Ui9 012250 SCREEN 610E RAIL LOC%STILE 41 ]LACMN05K SCREEN IACKSLT 62 41818 SCREEN KEEPER SPACER SET 43 aim 8M52 SCREEN 041ERLOCK ADAPTER 49 4425 &120 6CREEN DOUBLE NR2RLOCK 45 4311 fi1225B 6CPEEN TOP RgIL 48 4310 012251 SCREEN BOTNM RAIL 47 Bfi8 TSRA2 6TANDARO ROLLER 40 608 TSRA% STANDARD ROLLER-ST. STL 49 I39d 84391 SCREENAI 50 1T3d9 61t349 0%D SCREEN ASTRAGAIAMPIER 51 1092 01892 SCREEN SPLINE -.1B5' 52 1891 81699 ]SCREEN 6PLWE-.150' 53 Item DWGT# PGT# Oesetlpfidn W 1)325 BP325 PANEL STLE 01 1]J28 B1T32B PANEL STILEMFAW DUTYI 82 1]39 BtT321 INTERLOCK ADAPTOR 87 1225 BIP240 VINYL BULB WS1P.-IHW (P9SNE INR:RLOD() 64 1]29 Ti]29 SILL END WEATHERSTRP PAD OS R320 0f1320 INTERLOCK 6GREW COVER W 1A29 BR329 ASTRAGAL 60 11339 611339 HEAVY DVTYAfiTRAGAL fig 17324 Bti324 TOP a BOTTOM RAIL 10 i]350 I11350 WEATHERSTRIP E%IENSDN (WJECIDN MOWED) N 1095 ]1695 1-1/2'%1"%Y4'HCH Fill SEAL OUSTPLU05 ' i2 0153 ]8153% TANDEM ST.6TL. ROLLER ASSY. T3 Btb3 ]0153N TANDEM NYLON ROVER ASSY. ]4 SILICONE DOW4199, OOW4D50R GE-1]00 i5 0185 ]8185% GFMMIMORTICE 3-PLY IXWL LOCK W/LANO TRIM PLATE )0 it032%tFPF% k1032X1"FL. S6 SCREW VL TYPE "F'iP P ]I03139 10325TEEL LNL LLNGT ]9 1]351 01]35] 1'10 BEAD 60 1]359 61T959 ]]i8°READ/FI?EO PANEL CUP 81' 11360 01]3fi0 W10'BEAO 82 112d 81P24JK VWYL BULB WEATHERSTRP 83 e1T15 915 LOWE NG,Y2'%1118"SGL SIDE ADx TAPE,POLYETI. 100 0052 48052 0.0LLER ADJ. HOLE PLUG ' lot i2B8] J4M6 BUMPER ' 101 iB9B 71B9B DUET PLVO 103 0108 ]BIRO% 1'KEEPER 104 053 i30KEEP SCREEN LOCKKEEPER IDS 1]314 B1i341 FD£D PANEL CLIP - O•LONO 108 1T352 fi1TJ52 FOED PANEL RETANER-sIIB" /OT t>39 TD39 HANDLE KW-NIERNR PAISEO WON (NUMB TUPN toe 1]40 T1140 HANDLE KW- RAISED E%IERIOR HANDLE 109 1}]t ]81025N HANDLE KM- RECESSED NTERNR WIM IHUMBTUPN 110 1]32 10R8 INNDLE KR-RECESSED E%TERDR FULL 1❑ T10%i4PPBDA%YIO%&4°PR.-PN.TEK-S.S. 112 1235 fi]SI5 VISlP,.9oX.AO-FW 6EAL 113 f)12 840fi0 .IW°X.230°FNSEPL 11! T10X115PP% g10X1-1/2' 115 T10YPPT q1D%1° 118 12O%1X k1420Xi'3.5. 11] T2DX112X NI420X1-1/Y S.6. ' 118 t711D B1T33B 900EGREE GARNER RECEIVER 119 1T33] 01i33T 90 DEGREE OUISDE CORNEA PSiRAGAL 120 iT3JB 011I338 9O DEGREE INSIDE CORNER gSTMGAL 12J 0352 81)352 F9E0 PANEL RETAINER, 1l0" t0a,2-TRACK arose• .505" 211" 0.HEAD 10 4-TRACK SILL (6063-T6 AL) (6003-T6 AL) 6.198' ^j H --i 1.211' 0.0"" O2-TRACKHEAD WI SCREEN TRACK (6063-T6 AL) 8.520' 0.080° t.50S 03-TRACKSILL (6083-T6AL) 7d05^ 6,221' 0.080" Lj FT 2 1' 7.505" O'81. 3-TRACKHEAD O2-TRACK SILLV/f SCREEN TRACK (6063T6AL) (WB3-T6AL) 9.142' 4AT 0.080" 1.2 �1° 51.505' 0.081' Oq 4-TRACK HEAD O2-TRACK SILL (6063-T6 AL) (606346 AL) ff 1.280' OFRAME HEAOIJAMB SCREEN ADD-0N (6063-T6AL) SEE SHEET 17 FOR SILL RISERS. 0.062' 0.532' .516• 102 FRAME SILL SCREEN ADD-0N (6063-T6AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY - ANCHORS Q 24- MAX. O.C. 0.760• 1.990" DFRAME SILL SCREEN 1J END ADD -ON (6063-T6 AL) REQUIRES MIN. #16 SMS OR 3/16" MASONRY ANCHORS ® 24- MAX O.C. CExI. WP =Cd 5" 18 3 TRACK JAMB (6063-T6 AL) 1.30" 0.062• t019" C.081" SCREEN 4B STILE (6063-T6 AL) 6.069' -y��--�tr— 1.045' I{+�-- 1.893'I 0.062, 0t4 2-TRACKJAMe CRERE+EN TOP RAIL ( 6063-T6AL) (6063-T6AL) 84-TRACKJAMB (6063-TO AL) sr KTRUSIONS ERIES 770ALUM. SGD - LM IMPACT a . scrim NTS 1 21 1 22 1 P6TO130 pj°t � F— 0.876' jjj�I 993' L o.0ez° SCREEN 46 BOTTOM RAIL (606346 AL) PRODUCT REVISED pl>ieg with the FloNdn B.didlnB Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 * . No. 58705 i •rnn u,• A LYNNN41FPF. P.FL SBN5 oO o "'Oo yzo � y�o mmy I on C@m Ca y-II o r'1 a O a mW o m E o N P � c �O m� p N O I`I Z. U ZDm i n�> H a AXD 9mz o om � NA M. m 0 ' m o � N v 0 1 SCANNED BY St. Lucie County MIAMI. ADE 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 w .miamidade.¢ov/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 approv as e " herein, and has been designed to comply with the Florida Building Code, including the gh V ocityHun ane Zone.- DESCRIPTION- eries "SH-700" minum Single Hung Window—L.M.I. APPROVAL DO NT: D mg No. 4040-20, titled "Alum. Single Hung Window, ImpacV, sheets 1 through 11 of 11, date 1105, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., beat" a Miami -Dade County Product Control Revision stamp with the Notice of Acceptance numbe a iration da by the Miami -Dade County Product Control Section. MISSILE IMPACT RAT :Large an�Sma site Impact Resistant. LABELING: Each unit shall ear a permwith the manufacturer's name or logo, city, state, model/series, and following statemen : ami-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# 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ' NOA No. 17-0630.08 (/ 0� 17 Expiration Date: March 26, 2021 (ApprovalDate: November 30, 2017 Page l PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL 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 previous NOA No.16-0714.06) 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, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10103106, signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA No. 07-0322.06) 3. Test reports on: 1) Air Infiltration 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) Manuel ere P.F. Product Coutro Ex iner NOA No. - 630.08 Expiration Date: March 26, 2021 E-1 Approval Date: November 30, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11105, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. 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 A) Small 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, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1019.01) 7. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundc Largaespada, P.E. (Submitted underNOA No. 054018.01) v� an el er P.E. Product Contr 1 Exa finer NOA No. 7- 30.08 Expiration Date: March 26, 2021 E-2 Approval Date: November 30, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5eh Edition (2014) and FBC 6" Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 2. Notice of Acceptance No, 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01119/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 61 Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648, FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0774.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and expiring on 03/26/21. fin r z, P.E. Product Co rol E amiaer NOA-0630.08 Expiration Date: March 26, 2021 E-3 Approval Date: November 30, 2017 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS I G OPTIONS: DETAILS ON SHEET 2) A5116'LAMICONSISTIN OF(2)LITES OF I/8' ANNEALED GLASS WITH A.090' KURARAY TROSIFOL® PVB (BY KURARAY AMERICA, INC.) VS INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5116" LAMI CONSISTING OF (1) LITE OF 1/6' ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL *PVB (BY KURARAY AMERICA, INC.)OR.090"SAFLEX0 PVBINTERLAYER(BY EASTMAN CHEMICAL COMPANY) C. 5/16' LAMI CONSISTING OF (2) UTES OF VB' HEAT STRENGTHENED GLASS WITH A .D90' KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX8 PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) D. 7116' LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A.090' KURARAY TROSIFOL' PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX 3 PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7/18' LAMI CONSISTING OF (1) LITE OF 3110' ANNEALED GLASS AND (1) LITE OF 3/15' HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL 'PVB (By KURARAY AMERICA, INC.)OR.O90"SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7116' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH A.090" KURARAY TROSIFOL ePVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13/16' LAMI IS: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND Ell6' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090' KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR .090k' SAFLOO PVB IN7ERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13/16' LAMI IS: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 5/16- LAMI CONSISTING OF (1) LITE OF 1/e' ANNEALED GLASS AND (1) LITE OF 118- HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL ° PVB(BY KUPARAY AMERICA, INC.) OR.090' SAFLEX 'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) I. IN16' LAMI IS: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5r16' LAM[ CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS P B B WITH A.090" KURARAY TROSIFOL Y KURARAY AMERICA, INC.) OR.090' SAFLEX^PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) J. lWlV LAMI IS: (1) LITE OF 1b8' TEMPERED GLASS, AN AIRSPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116"ANNEALED GLASS WITH A .CNFKURARAYTROSIFOL PVB (By KURARAY AMERICA. INC.)OR.09U"SAFLEXO PVS INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K. 13/16' LAMI IS: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (1) ME OF W16' ANNEALED GLASS AND (1) LITE OF 311B' HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOE PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX °PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L 13(16' LAMI IS: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITHA.090"KURARAYTROSIFO-L P 9Y KURARAY AMERICA, INC.)OR.090'SAFLEX°PVS INTERLAYER (By EASTMAN CHEMICAL COMPANY) M. 13/16' LAMI 10: (1) LITE OF 1/8' ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090' KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEXe PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS:'OV (111. VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES 13. SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. CODES STANDARDS USED: :2017 FLORIDA BUILDING CODE LSC), BTH EDITION 201<FLORIDA BUILDING CODE (MC), 5TH EDIGON -ASTM E1306 :ANSUAF4PA NO ,2015 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL. AUMZ015 .AISI S10P12 .AISC360.10 NOA DRAWING MAP SHEET GENERAL NOTES ............. I GLAZING DETAILS ............ 2 DESIGN PRESSURES ....... 3 ELEVATIONS_ ................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... 8.11 Meledel Min. Fy Min. F. Steel ScmNv 92 ksi 120 ksl Elco UltmCcrM 155 ksi 177 ksi 410 SS Elco CmtePIWO 127.4 ksl 189.7 ksi 6063-TSAlurdmlm 16 ksl 22 ksi A36 Steel 36 ksl 58 ksl Gr. 33 Steel Stltl 33 ksi 45 ksi 4. ANCHORAGE: THE 33 IMA STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS 5. SHUTTERS ARE NOT REQUIRED. PRODUCTRRVISFD u�ttmMyicgwiN We Fln B. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. BWniog Cade ALckmssc No (�• D ' T. REFERENCES: TEST REPORTS FTL-0845, FTLJ FTC FTL-0848. FTL4649, FTL4650. FTL-0fi51, FTL-0723, FTL4957, FTL4956 AND FTL5083. n Pt ANSI/ NS CONSTRUCTION TION Oy NUM DESIGN ALUMINUM DESIGN MANUAL N MANUAL MI- Dm<vma�elCaaI 1111I1 I Il1n 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY 9. THISHURRICANE U 8E (CANE ZONE ( HURRICANE ZONE (HVHZ). _ *: 1,y Sg705 10. FOR INSULATED GLASS INSTALLATIONS IN THE HV14Z ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS(GL) ARE ALLOWED. =-a Ci ne ap•, 1w5TECIwaLOGYDMVE �1... N. VEMCEFL3i1r5 GENERAL NOTES 'O 'TA OFI �DmOR IeaHaeo-lw6 rt. ,�i`' 'SSIONAL E 089897 0 uPDATEDANCHORAGE 70FBC2J11. DEBT. of Aum.na2se ALUM. SINGLE HUNG WINDOW IMPACT gnnml -wNS J.U1 lwou a.a. rz uL.iumlflm wr�c+� 8Me0 NTS 1 + 11 4040,20 G A. LYNN MILLER FLP.E.8587( 12° NOM. GLASS BITE 12'NOM. GLASS BITE Part# Description Material 71 Kommeding 4SG TIPS Spacer System 72 Ouanex Super SpacernXrWUi Hot Melt Butyl See this 73 Ouanea Dumseal Spacer Sheet tar Matedals 74 Cardinal M Edge Spacer 1B"ANNEALEDORHEAT TRENGTHEIIED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER / 090 PVB INTERLAYER 1B'ANNEALED OR HEATS ENGTHENEDGLASS 3/18'ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. ]116' LAMINATED 16° LAMINATED GLASS 80,81 o 82 7115" LAMINATED GLASS 63,84 or 85 j38 70 71-74 aEXTERIOR INTERIOR* IT (ALL SECTIONS) 12'NOM. 12'NOMPVB INTERLAYERGLASS BITE GLASSBITE orSAFLEX'PVB INTERLAYER BY 70 EASTMAN CHEMICAL COMPANY iB'ANNFALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .M PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTH ENED GLASS41311611,10M. 3116'ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 7H6' LAMINATED AIR SPACE AIR SPACE 118'ANNEALED OR TEMPERED GLASSiB'TEMPERED GLASS 13116' NOM. 13116" LAMI IG GLASS W/ 5N6° LAMI 86,87,88 or 92 13/16' LAMI IG GLASS W/ 7116" LAM] 89,90 or 91 STRUCTURAL SIUCONE POLYISO- DESICCANTFILLAREA BUrYLENE N18'NOR 6EAL SILICONE SEAL IOLUCORMED JLESS STEEL NOTE LAMI IG OUTBOARD LITES MAY BE UPGRADED TO W16' WITH NO CHANGE IN DESIGN PRESSURE. rt KODISPACE SUPER Tz n DURASEALID ]T XL EDGE"" = * r' No. sa76s 4SG TPS SPACERONXT- SPACER SPACER ZZ -AST'••, Sg. 1T'�(V�: 1D101EcxxoLOGr DxNE M VENICE.RUM GLAZING DETAILS EOF '6''•`ZDRID!•.:'��` 'ASS G� ryaD ao-twr JR pana/n o NDraaMGESTmssxF�r. ceRT.oEAumwsma ALUM. SINGLE HUNG WINDOW, IMPACTEf�No'� A. LYtIN IGACCER, P.E. 'Fx �Ns JJ. �a FUII 1 2 • 11 L 404420 r G FL P.E.#58]05 WI HIGH SILL BASED ON FLANGED TO 53 IsoC C� STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38318' 44" 506/8" 1 63" 1 72- 74• TABLE 2. 76' 48" A,B,M +0.00 0.-80 +8D0600+80.0 -BD.O +7 -770.0 +70.D70,, +7 0 A,B,M 60,0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 70 0.0 700 7060• +700..00 --7700..0 62' AB +8810 ., -80.0+80.0 .80.0a800.00 -800,0 a76.09-76.09 +70.0 .70.0+68.8 686 +67.8 -67.6 61118" A,B,M 0 60+00-800+ 8. 0+7M 5. -75. +68.0 68.0 +86.7 -fi6.7 +65.6 65.5 UP TO 53 118-1 C,D,E,F,G,H,I,J,K,L +80.0 6D,0 +80.0 60.0 +80.0 60.0 +80.0 I60.0 +70.0 STOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABU SED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH - 76" FLANGED AND 75" INTEGRAL FIN) WIDTH GLASSTYPE 17118" 1 2211116" 1383/1fi' 333I4" 396H6• 4413116" 60 J/8" 65 i61t1 531/8" D.E,F,J,K,O +W.0 60.0 a80.0 60.0 +80.0 -e0.D +enn 6nn .ann -7nn +>nn _ GLAS TEST REPORTS TABLE4. A. ter IAMI- 1/e"AA90,11WA) FTL4647, 4B48, 4723, 4957 B. 5/ "A .090,1/6"HS FTL4647, 4648 C. 5/16" LAMI - 1/8"HS,.090,1/WHS) FTL4647, 4048 D. 7H6' LAM] -(3/16"A,.090, 3/1WA)FIl4645, 4B85 E. 7116' LAMI - (3/16-A,.090, W16"HS) FTL4645 F. 7/16" LAM[- 3116"HS,.090, W16-HS) FTL4645 G.lW16"LAMI IG-US" T, AIR SPACE, 5/16"LAMI-(1/8"A,.090,1/8-A) FTL4646, 4723 H. 13116"LAMI IG- Ile T. AIR SPACE. S/1V LAW -(118-A,.090,1/9'HS) FTL4646 I. 13/16- LAMI IG - US' T. AIR SPACE, 5/16' LAMI -(1/8"HS,.090,1/8"HS) FTL4646 J. 13116" LAMI IG -1/8' T. AIR SPACE, 711W LAM] - (3116-A,.090, 3/16'A FTL4649, 46SU K. 13116" LAMI IG- US' T. AIR SPACE, 711W LAMI -(W16"A,.09D, 3/16'HS) FTL4649, 4650, 4958 L. 13'16' LAMI IG-1/8' T, AIR SPACE, 7/16- LAMI -(3/16-HS,.090, 3116-HS) FTL4649, 4650 M. 13/16' LAMI IG-1/8"A, AIR SPACE, 5/16" LAMI -(IIWA,.09D, 1/9"A) FTL- im "X" o 4I - MEETINC I WIT. �y •O" MINUS SASH HT, MEETING RAIL .X• 6g6H NU tJ:1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PR SSURE OF+64.0 PSF OR ER ASANEIW9 INTHE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTI 1"FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 S/B" MINIMUM TO 3B' MAXIMUM. 4. GLASS TYPES C. G, H, AND I MAY BE USED IN SASH ONLY 5. REFER T0ANCHOR QUANTITY TABLES 56 FOR ADDITIONAL DP torolecH6an6Y 06rvE emu• LIMITATIONS. N.Vsnice,R3ansml DESIGN PRESSURES Ia1118o-tmo I I"CERLGFA rnrnzss L I I ALUM. SINGI F14IINA WltJnnW IMPACT s w I NTS 1 3 > 11 1 4040-20 ,� p\Illlllgl. �...........��i 1,ICENSF .�� N4, 58705 A. SE T BE T U 53 AI<FW 5W 1/8• MAX. 11 49 51W MAX. FIXED DLO (ALL) 0 E DLO OLE L75, / 75" MAK I.F. D El HT MAN( FL °DLO MILE �) L x j 387/6• I H HT HEI 48114MAX. 9 I I.F. I HEII � j I i ICED WIDTH WIDTH 1X ED IT — — 76" MA%. A A I.F. HEI HT D 76-1 FANGED _ NEI HT X j E INCY 4 DETAIL B VIEW (STANDARD SASH) E� I 7 I.F. I.F. E►) HEGHT O 76' DETAIL C RADIUS TOP (STANDARD SASH) 1 j AS j 20- SEE DLO TABLE X � SASH SEE OLO TABLE X SASH HEIGHT HEIGHT VRODUCTREVISED B---PI 9*tba FHlt mldmg code B Aceep�rneNo (• 3D. pBB DETAIL D DETAIL E """I""oaDSO ?n21 VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) D' hi a B NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. =1N: ND. 56705P' 3.SEE SHEETS 8 THROUGH II FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B&C) ARE BASED ON A THREE OVER TWO FORMAT. 1ROTEC-X-Y DR- ' P ELEVATIONS ';tCss�•(ORIOA,: •G�2��:: eF a..�. CERT.DrnurkmE� ALUM. SINGLE HUNG WINDOW, IMPACT ��IDNALIENYI� JR �0896N7 O NO CWINGES THIS SHEET. ccvrwmremn a�+� a.+ +-mw R+ A. LYNN MILLER P.E. FX DNS Jl uzTcec o SFr/GD NTS 4 +11 4040,20 IG I FL P.E.p 58705 F MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE VENT DAYLIGHT H NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6' FROM EACH SIDE OF SASH. INSIDE INSIDE III I — MAX. VENT DAYLIGHT OPENING _I/I� _ 7,SOR1i I TE: BALANCE PARTS USED 3ED ON SASH WEIGHT 10,11,15,16 III fii(('GL� �II4!ILH.:. • Fes+ +niii OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING --� 1 MAX WIDTH SECTION A -A INTEGRAL FIN Of.) TRAME SECTIONS INSIDE 47 50 2.546 L6IGHHIGH SILL LOW LOWSILL SILL 46 LOW SILL HEAD I.F. FRAME II OUTSIDE � I SEE NOTE ABOVE n ULTRAUFT v �fvRLT \/ 12 ULIIVLLIFI ONLY SECTION C-C �1�, No. 58]05 1 - SECTION B-B (LOWSILLSHOWN) ALTERNATE HIGH SILL RADIUS TOP (HEAD DETAIL- FLANGED VERSION) O '.(, G 1E0 10I0'IECHNOlZ"0 E a. vEwcE, R.xzrs Rally -isoo Peas. SECTIONS %,tL`sS.:`4DRIol;. 'GNP`, � TONAL iN �` ",n„II„lla` JRR OeO6Rl G MD WGESIR S . cERr. orAvrneeas ALUM. SINGLE HUNG WINDOW, IMPACT K_ F.m (YIM J✓. 12W] °Ea��.®�` ® SHRd HaH 5 • 11 ��4000-20 G A LYNN MILLER, P.E. FL P.E.p 58705 ITEM DWG# DESCRIPTION POT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X 1.000 GUADPN.SMS 781POA 3 4003C FLANGE FRPME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS)1.125 LONG 612244 9 4029 SPIRAL BAL' CE, 3/8",518""OR 11/16' 10 1080 BALANCE COVER, 3/8"OR 5/8" 6BALCVR918 11 198 X.750 PH. PN. SMS 7834AA 12 1 BALANCE BOTTOM BRACKET 78ALTBKT 13 10851108E SASH TOP GUIDE 42504 15 #B X I PHILLIPS FLAT HEAD S. STL 78XIFPAX 16 1080-1 BALANCE COVER, I lM6" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRK7 19 #8-32 X 1/2' LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAL 04054C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X.270 BACK, FIN SEAL 87Sl6G 26 1096 SWEEP LATCH 71096 27 101E 198 X.625 PH. FL. SMS 7858 28 4007 ISASH BOTTOM RAIL(LOWSILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAL 812231 34 1268 SASH FACE GUIDE - 42501 35 1622 LAMI SETTING BLOCK 3M2'X 25/64"X P' 71622K 36 1052 LAMA IG SETTING BLOCK I"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247WTK 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5/16 LAM. GLASS, 64D398 42 40448 GLAZING BEAD, 5/16 LAMI W/GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16-LAMI 64222 45 985C GLAZING BEAD, 7116' LAMMPGRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAND I.G. 04067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 40748 FRAME, I.F. JAMB 04074 52 4009 SILL LATCH (EGRESS) LOWSILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME(HOR.BVER.) 61014 56 1630 SCREEN CORNER KEYW/RINGS 71630 57 18% SCREENCORNER KEYW/OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1 1624 ISCREEN SPLINE -.135 DA. FOAM 61624K (041),I 0.1600 CERT. OF AUM MZP 'REM DING.# DESCRIPTION PGT# 60 1635 SCREEN SPLINE-.135 CIA HARD 61635K 61 SCREENCLOTH 61816 63 505 GLAZING CHANNEL(.688 X.500) 6533402 64 1161 #6 X 1.D00 PH. BUGLE TEK 70OXI 67 GLAZING TAPE, 1/16 XIM-7/16 LAMI 62BV1510 68 4051A SASH BOTTOM RAIL(H IGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 791, 899, 995 OR GE 7700 80 A GLASS, 6T6" LAM[, (118'0,.090 PVB,1/e"A) 81 B. GLASS, 5116" LAMI, 1/8"A.090 PVB,L9"HS) 82 C. GLASS, 5/16" LAMI, 0/B'HS,.090 PVB,1/B"HS) 83 D. GLASS, 7116" LAM, (3116"A.090 PV8,3/16"A) e4 E. CUSS, 7/16" LAMI, (3/16"A.090 PVB,3/16"1-15) 85 F. GLASS. 7/16' LAM]. (3/16"HS,.09D PV13,3/16"HS) 86 G.GLASS. 13/16"LAMI IG; 1/8'T, AIR SPACE, 5fl6"LAM, (1/B'A.090 PV8,1/8'A) 87 H. GLASS, 13116"LAMI IG; 1/8'T, AIR SPACE, 5/16"LAM. (I/6'A.DBO MlM'HS) 88 I. GLASS, 13/16" LAMI IG;1/87,, AIR SPACE, 5/16" LAMI, VN'HS,.09D PVB,1/8"H S) 89 J. GLASS, 13116" LAAM IG; 1M-T, AR SPACE, 7116" LAM, (3116"A.090 PV13,3/16W 90 K GLASS, 13116- LAMI IG; 1/e'T, AR SPACE. 7A6"LAMI, (3116"A.090 PV9,3/161-HS 91 L GLAS$13116' LAMI IG; 118"T, AIR SPACE, 711 el LAMI, ("I '115..090 PVB,3/i6'HS) 92 M.GLASS,1311E"LAMI IG I/9"AWR SPACE S/16"LPMI,(1/8"q.090 PV$1/89y [--2.]84 30 062 47 FRAME, I.F. HEAD #4071A. 6063-T6 48 FRAME, I.F. LOW SILL #4072A. 6063-TO LI� THICKNESS JL- 50 FRAME, I.F. JAMB I.F. HIGH SILL #4074B, 6063-TO 3A, 6063-T6 (USED AS RADIUS TOP HEAD) 'ARTS LIST ZLUM. SINGLE HUNG WINDOW, IMPACT mNro sH7ou NTS e d 11 4040-20 G �.%��f1Y LYNN"'% Pit... 1,tCENSF Z((�; *: No. 58705 '•� �l V: O''3T GO /'' T 58705 III 2.784 l 1.i63 I'6=�^ 2.8130 II) 062---IL•--. r O FLANGE FRAME HEAD -L #4002A, 6083-T6 10 1 1749 O3 FLANGE FRAME SILL (LOW) T, I #4003C, BOB3-T6 0 A9 F-1.513+-� .]3B .062 .062 A90 .04D h-1.451—� O FLAOVER NGE FRAME JAMB O #4025, oeASH aOs 17 SASH#4063, 60 3T5 (USED AS RADIUS TOP HEAD) :---1 1.342 I�.062� 2.155 21 FIXED MEETINGRAIL #4054A. 6063HD-TOLL I�-2.784 �1 69 FLANGE FRAME SILL (HIGH) #4050A, 606346 —2279--- I 17 .062 23 SASH TOP RAIL LL #4006C, 6063HS-TB I.F. FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 C J 2) \ II I.F. FRAME 3 or 5C WELD of 50 rl--tLA -l- SEAT HEAD GASKET—ll_IIy1J 1—IIILI�OSS (2) AT HEAD AND SILL V I VIEW D-D VIEW E-E (1/1 8 VIEW HEAD 8 SILL. RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) _FRAME CORNER CONSTRUCTION 1r 05' 1.165 {— —y 411L .6I8 1.D96� 'usz ta49 GLAZING BE6116" 1 41 #4039B, 8063-T5 28 SASH BOTTOM RAIL(LOW) #4007. 6063-T5 050 ��.BI6 1.096T 44 GLAZING BEAD 7116" #4222, 6063-T5 68 SASH BOTTOM RAIL (HIGH) #4051A, 5063-T5 CERT. OF AUTKR M 31 SASH SIDE RAIL #4008, 6063-T5 .050--- .678 1.115 45 GLAZING BEAD. 7/16" #985C, 606345 (USED W/ GRILL KIT) 8fi ! O50678 -T Logo 42 GLAZING BEAD. 5116" #40446, 6063-T5 (USED W/GRILL KIT) PRaoUCTKSv�sPU _ n*Mri"s mm um Honda iaimnon ovw �•� .683 .asD' }�I 1---1.097 �� Ly /16" IG 46 GLAZINGDB, 06063 TS No. 58705 •. ;gyp `.. FRAME CORNER DETAIL O - T �. re D < 4UNG WINDOW, IMPACT A. CENNMp.E. o...o,a _ nw 7 1 11 4040-20 G FL P.E.# 58705 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. WIND HEIGHT SUBSTRATE: 21.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 ANCHOR Typ��ANCHOR TYPE: NONZ NO 0'-0Np Zt70NZ Of Z(70NZ ONO 0'ON 2MONZ 0 Z ONO ON O^ON Zt+iONZ 0'0N Zt+IONZ O�ON ZMONZ O'O Z WINDOW GLASS WIDTH TYPE � u cJ S 0 u 3 0 0 0 0 0 0 0 0 3 U 0 Q C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 H, JKL 4 1.2 111 111 1;2 ___ 1.1 112 2�2 ....�_ 1 2 T- 2 2 __-.' 2j2 2 2 2 2 •_1 2i2 2j2 ..I_ 2 2 2 2 j. 2 2 i 2,2 ...!'2 212 22 _ 2 2 it 21.3 _.'r_ 212 - 3F3 i 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1;2 ti1 1_11 1;1 1j2 1 1 1,2 2.2 112 ..._,.._ 212 2:2 .. 212 ............ 212 22 2 2 .. 2 2 _,,_.... 2i2 2 2 2�2 _..., 2 2i2 _ 2 2 . 2;2 2.3 _. 2'12 3'3 C,D,E,F,G, 1 1 1 1 1 1 i 1 1 '1 1 1 1 1 1 1 1 1 1 1 1 1 1 :2 1!1 1 2 112 1'.�2 1j2 1 2!2 2!2 21 2r2 000 1 2j2 2I3 2 2 2�3 3T3 212 313 . ,.- _ _. .... .,._ 1 _.. __ 1 ..._ 1 2 111 11r2 1F2 1J2 12 212 i(2 2 i2 2 2 T 2!2 2 2 __.. 212 _i.. _ 212 2�2 213 .._ 2�2 _, 213 313 212 313 C, . ,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 32.000 H,I,J KL __.._ 1!2 ...... 1 2 ,. 212 213 __ 1"2 2!2 ._,._ 2',3 _, 1i2 .. 2 3 .,._.:_ 2i3 .... 2�2 ,.. 2 3 2'3 212 2,3 ..-... 353 .. 212 _. _ 3:'3 1_._ 314 .. 312 _-. 3 3 ._,. 3'4 _ ...._ 3:3 _. 4 4 agM 1 _....:.. 1 2 i 112 i 2 2 1 ...._ 23 1 1!2 1 212 1 2'�3 7 _ 712 _7_....1 213 2,3 1 2`2 1 2 3 1 213 1 2,2 1 213 1 3j3 1 2 2 1 3 3 1 3j4 1 312 1 313 1 3i4 1 3y3 1 _ 4E4 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 __ 1 2 212 ...... 213 112 2�3 _ �� 2, _.._... -I 212 2 3 2�3 213 __ 2i3 ._.-.. 314 _ 2[3 77--. _r _ 1— 3113 314 313 3"4 315 3'3 4r4 AB,M ... i 1 1 1 2 1 1 1 2 2 1 2 2 1 2 2 t 2 2 1 2 !2 112 2.2 2i3 112 13 213 22 2 3 23 2 213 2!3 2 3 2;3 3i4 2j3 3:3 314 3 3 3,4 3'5 313 44 SF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40,000 H,I,J,K,L 2 2 1!2 212 -213 22 2 3 2i3 2'2 213 213 213 2j3 214 2 3 313 31q 213 314 3i5 313 3,4 ABM 2 2 2 2 2 2 2 2 - 2 2 2 - 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1.2 2.2 23 2.l 2 2!3 2): 3 212 2 3 2i3 2 3 2!3 2,4 213 3'3 3i 14 2 3 . 3'4 . 3'i5 313 3_14 4 1,5 4i5 - 3i3 - 4T4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 1 2 1 2 2 2 2 2 2 2 44.000 H,I,J,K,L 2 2 2:2 2'2 213 212 2 3 2�3 2'2 3-3 2l4 2T3 3 3 314 2 3 3i3 314 2�3 3 4 3i5 3 3 3'4 4�5 314 5 ABM 2 2 2 2 2 2 2 2 % 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2'2 2�3 L 2 3 213 3j3 214 2 3 3 3 3�4 2r3 3!3 3i4 213 3 4 3 5 313 8 4 415 314 415 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 1 2 ..._ 2 _ , 2 2 ......_.. 2 2 2 .,_.. 2 2 2 ..._ 2 2 _ 3 ._L_... 2 2 3 _._....... 2 2 ......._ 48.000 H,I,J,K,L 2 2 212 2 2 2 3 2' 2 213 314 2i3 3j3 3,4 2 3 314 3,4 2 3 (_ 3 4 315 ) 3 3 3'4 3 5 3 3 415 416 314 5:5 AB,M 2 2 2 _T 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 22 iT 2'. 2 213 314 213.3 3 3-4 213 3!43.4 4 2 3 �_.,. 314 3i5 3� 3�3 3 4 315 373 4 5 4'6 3i4 5i5 PSF 72 79 11 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 H,1,J,KL 2 2 ._2 2,2 2 2 2 3 2;2 2 3 3 4 ...-, 2'..3 3 4 3'4 2'3 3T4 3,4 33 _.__,....._..r.53.125 3.4 3j5 3 3 44 46 3 5 416AB,M2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 j2zI 2 3 2 3 2 2 2 2 2 32'2 2 3 3'4 2 3 3 4 3'4 2:3 3.4 3 4 3 3 3 4 315 313 4 4 4'.5 3 5 416 N. VENICE. FL 11 ("i)LBO,'� CERT. CF pW.. 12e]116 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4' ELCO ULTRACONS OR#12 SCREWS INTO METAL 2-114" ELCO SS4 CRETE-FLEX 3-#125CREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD-18112' MAX. FROM TOP CORNERS JAMBS -17 112" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 8' MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 5. DESIGN PRESSURE LIMITATIONS: 514E BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATEA MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLO. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVNLASLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: MAX. PSF OF LIMITED) 118 HEAD 2 JAMB ABOVE 2 3 MTG.I L JAMB BELOW MTG. RAIL (FULL DP) HEAD_ 2 5 In :an'�eeeerWuu JANS ABOVE 2�3 ONY LYNA MTG. RNL JAMS BELOW `.�� "IcEN,. MTG. RAIL SEE TABLE 1 FOR _= * : No. 58705 FULL OF =_:%i7'4" sxmo I NTS 1 8 d 11 1 404"0 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: 29.65 1 37.155 1 44.655 1 52.155 1 59.655 67.155 74.655 76.000 ANCHOR TYPE. ❑ ru 0N❑�0 U U .o ❑ 5� o NO U -ONQNO�ONQNO'ON^'O-ONDNO o 0 0 ❑ 0 U 00 0 U o 0 o �ONp ❑ 0 NO�ONQ`N U ❑ 0 O'-O 0 WINDOW GLASS WIDTH TYPE 5 0 0 0 5 0 o S U 0 U o $ U o $ o o S o 0 C,D,E,F,G, 1 1 1 1 1 1 1 i i 1 1 1 iB.i25 H,IJKL ..._ 1 1 ._..-. 1'1 111 , t2 212 ._. 2;1 212 _._.... 2'.2 _ 2 1 .._ 2 2 _._. 2i2 2i2 2 2 _..__ 2i2 2,2 2j2 _T... 2 2 212 __ 212 _._... 3'�12 2�2 3- 3!2 ABM 1 1 1,1 1 1 2 2 211 2.2 212 2 1 2?2 1 __.. 212 1 2�2 1 212 1 2i2 1 212 1. 2,2 1 ._,.. 2i2 1 2 2 1 .. 2 2 1 .._.._ 3:2 1 2T2 1 ..- 312 1 .._1._ 32 1 _..2 2!2 1 3 _ 3j2 PSF 79 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i i 1 1 1 1 1 1 1 24.000 H,I,J,K,L 1 1 1J1 1 1 __. 2 2 in .�_. 2•.2 __.. 2F2 ..- 2 2 .._...._ 212 2(2 ._ 2r2 212 .... 212 212 _.._.__1 3 2 312 2 2 I__._y._ 3,2 3i2 2!2 3i2 _ 3i2 _..__. 2 2 3i2 ABM 1 i_ 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 111 1;1 2;2 1l1 2 2 21'2 2 2 212 2i:2 21 2!2 2i2 212 3'2 3 2 2'2 312 3i2 2 2 3;2 3'12 2,2 3'2 PSF 68 77 32.000 C,O,E,F,G, N,I,J,K,L 1 1 1 1 1;1 1 1 1 1 2,2 f 212 1 - 1 2 3 1 2 2 1 2 2 2 it 1 2 2 1 3 3 2 3j3 1 3 2 1 3.3 1 3,3 1 2,2 1 3,3 1 4;3 1 3 2 1 413 f 4'3 1 3 2 1 473 A,B,M 1 1_ 1 1 _..__ 1 1 .,_.. 1 _ . 1 1 '21 _ 2 1 1 1 1 1 1 1 P.1 1 1 22 2i2 2:2 23 212 212 3"3 2T2 r _ 313 ____.._ 3'3 3 2 _; _. 3!3 __. 3!3 _ 1 2 2 _.L.. 3i3 __,_. 4i3 3 2 .. 4,3 ._.__ 4:'3 _.._.: 3•,2 413 PSF 59 671 79 CA,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H.I,J,K,L 1 1 i,i 1 1 2 2 2 2 2 2 2i3 2 2 2 3 3'3 2i2 3 3 3�3 3'3 4 3 313 32 3'3 , 13 3 2 4'3 4':4 3 2 4i3 A,B,M 1 .1.. 1 2 1 1 2 1 2_ 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 i 1 1'1 1 1 2 2 2i2 212 213 2 2 2.13 3131212,3 3 3i3 3 3 4i3 3r'3 3 2 313 4!3 312 4,3 4;4 312 4i3 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,IAK,I 7 1 i 1 1 1 2 2 212 2�2 2i3 2�2 3 3 3'3 2 2 313 4i3 3?8 4i3 3�3 313 4j3 4 4 33 4'3 4,4 3'13 513 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2t2 2 2 2 3 2 2 3 3 3'3 2 2 F _ 3 3 ._.._. 4i3 3 3 4,3 3:'3 3'3 413 r 4.4 3 3 ._.-:. 4 3 4.4 3 3 Si3 PSF 49179 56 78 1 79 C,D,E,F,G, 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L i 1 1 1 1 1 2 2 212 2 2 3 3 2,2 3 3 314 2 3 313 4'',4 313 4 3 4/4 3!3 413 4i4 3 3 4r3 ' 4 % 5i4 A,B,M 2 2 2 2 2 2 2 2 2 2_ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 7 1 1 1 1 2 2 2'2 2 2 3.3 22 33 3'4 2r3 3,3 4y--�' 4 3 3 ------ 4!3 44 _ 313 " 413 n- 4:4 - 33 r 413 --- 4'4 �_`-� 3.3 5!4 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2!2 2 2 3 3 2i2 3 3 34 3i3 3 3 4',4 3 3 4 4 4,4 3 3 4 4 4i4 4r3 5.4 4 4 4 3 5!4 ABM 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 9 1 1 1 7 1 2 2 212 2 2 3 3 2T2 3 3 3:4 3 3 313 4'4 3 3 4 4 4 4 3 3 4!4 4-4 4T3 5:4 4;4 4 3 5i4 PSF 41 67 46 67 76 79C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 353.125 3 2 3 3 2 3 H,I,J,K,L 1 1 1 1 1 1 2 2 2'2 2 2 3 3 3 3 3 3 4`4 3 3 414 4'4 3 3 4 4 443 34 4 515 4 3 5 4 A,B,K, 2 2 2 2 2 2 3 2 2 33 23 3 223 231 His 1 1 1 1 1 2 2 2 2 2 2 3 3 313 3;3 4'4 3;3 4i4 4,4 3i3 4 4 4,4 3 3 414 5!4 4 35% 1. ANCHOR TYPES: 1- IW ELCOULTRACONS OR#12 SCREWS INTO METAL 2 - 1/4' ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEM -18 112' MAX. FROM TOP CORNERS JAMBS -17 VP' MAX. FROM TOP CORNERS 15-MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1- LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 8. BE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: JAKM ABOVEL MTG. RAIL JAMS BELOW MTG. RAIL JAMB ABOVE 2 2 MTG. RAIL 1\\ Cpy LYNIV �. JAMB BELOW aS;' VICENSp �' MFG. RAIL SEE TABLE 2 FOR _ �- : No. 58705 FULL DP vkr t *_ CERI.OFAUm wezee ALUM. SINGLE HUNG WINDOW, IMPA( .iwF. SM40 NTS 9 n 11 1 4040-20 WINDOW GLASS u Np ❑ NO ❑ ONO 0 0 `�❑�ONON U ❑ U zO ❑ �ZZ.0 ❑ 0 z ❑ ZOO 0 O NZ 0 ZI?ONZ 0 0 ❑ ZN❑NZ ❑ 0 ❑ �Zm 0 NI WIDTH TYPE 3 U U U V gg U O_ON'pp O-ONp O'Ory O ONpo S 3 V U U 3 V V S U V ❑ U 3 1 19.125 D,EAJ, 1 1 -1 1 1 1 K,L 1 1 2 2 2 2 2 2 2 22 2 2 2 3 2 3 3 2 3 3 3 24.000 D.E.F,J, 1 1 1 _ _. 1 .._ _ 1 .......__ 1 _ i,. 1, 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 XL.._ 1 1 1 2 2 2 2 _ 2 2 -2-1 ..... 2 .. 3 3 .. 1 2 3 32 3 39 3 -3 ... _3 32000 D, E,F,J. 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 7 1 1 1 1 1 1 K.L 1 1 1 2 2 2 3 __. 2 .... 3 ._. 3 ._ 3 3 .. 3 2 3 4 3 4 4 3 4 5 3 PSI 78 37.000 D,E,F,J, 1 - ... 1 1 .. .. 2 _.. 1 2 2 1 2 2 7 2 2 1 2 2 1 2 2 1 2 2 1 K.L 1 i i 2 .. 2 2 3 2 ....3 3 3 4- .. 3 3 A __ 2 ._ M1 __._ e ._ - 40DD0 D,E,F,J, K,L 2 -1 2 1 2 1 2 d 2 2 2 2 2 2_ 3 2 3 2 3 2 4 2 34 2 2 4 2 3 2 4 2 435 2 2 2 -4 2 ...4_ 2 5- 2 5 2 4 2 8 PSF 79 ]6 ]9 77 78 78 79 44,000 D,E,F,J, K,L 2 1{' 2 2 1 Z 2 2 .. Z.. 2 2 2 3 2 ..3... 2 3 2 ...4..._4 2 .. 2 4 2 -_4. 2 .3. 2 .5.. 2 .4. 2 _3 2 _,5._.5 2 2 -4._..6 2 2 5 2 4 2 8 PSF 78 79 70 79 79 71 79 73 78 4ED00 D,E,F,J, K,L 2 2 2 2 2 2 2 2 2 3 4 2 4 2 4 2 5 2 4 1 2 5 3 5 2 4 2 -6 3 5 2 4 2 -6 3 6 2 6` 2 8 1 1 1 2 2 2 3- 9 3 MAZE PSF D.F F J 71 2 79 2 63 2 71 2 78 > 84 2 74 , 2 66 e 77 a 69 69 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8, SASH HEIGHT SUBSTRATE. 12.776 IET76 1 18.776 1 21.776 24,776 27.776 30.776 31.106 ANCHORTYPE. w0DGw WIDTH ❑ N O N g u N Z 8 u Z O u 0 Ci O N °� u N, 2 O 2 O O o N, O N p S o N Z O' ❑ O Z O O o t'I O rip S 0 N 2 p U 0 2 O U o u t� O" Z NO O 5 D o Z O U 0 N O Np 5" 0 Z 3 0 Z O D 0 t? O" N p $ o 2 O— O u Z (� o N O N 5 u N 2 CI U o o 2 U 19.125 1 1 1 1 2 1 1 2 1 2 1 1 1 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 1 2 1 3 4 2 3 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 q 3 3 4 3 4 40.000 74 2 2 2 2 1 2 1 2 1 3 1 2 1 3 3 1 2 1 3 3 1 3 3 q 3 3 4 3 4 4 3 4 44.000 68 78 2 2 2 2 2 2 3 2 3 3 1 3 1 3 4 1 3 3 4 3 4 5 3 4 5 3 4 48.ODO 63 72 79 2 2 2 2 2 2 1 3 1 2 1 3 4 3 3 4 3 4 4 3 4 5 3 4 1 5 1 3 1 4 53.t25 73 1 58 66 72 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 1 3 1 5 CERT. OF PUTH.IR M 1. ANCHOR TYPES: 1 -114- ELCO ULTRACONS OR 412 SCREWS INTO METAL 2- Ile ELCO SS4 CRETE-FLEX 3-412 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD- IS IQ' MAX. FROM CORNERS JAMES -1712' MAX. FROM TOP CORNERS 1112' MAX ABOVE THE MEETING RAIL 6' MAX. BELOW MTG. RAIL 15° MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 61W MIN. TO 35' MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE i'LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLO. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REDS. TABLE 7. KEY: WX PSF SEE TABLE 3 FOR 1DP L9NTED1 112 FULL DP HEAD 2 JAMB ABOVE 2 MTG. RAIL FULL DP HEAD...2 JAMB ABOVE 4 MTG. RAIL TABLE 8. KEY: PRODUCTIeeVISED "..iNr' ex50 Ne ❑m MAX PSF D ld, Y (DP LIMFEDI 112 nuoNwl—063UpB JAMB BELOW Dy I'mZI MTG. RAIL Mien Dme:M FULL DP �`0%....... Ng1jr-., �_I Y JCENSF-'•.`cam JAMB e2 Q' -, P MTG.G. RAIL = # : No. S8705 = SEE TABLE 3 FOR FULL DP :�i1 "•`1.�7�—r !n- VYY, IIVIrML 0 gb srmo lJTS l6 d 11 404020 A. LYNW MIL1. R, I FL P.E.4 58705 13/4'MIN. EDGE a EXTERIOR INTERIOR NOTES: (ULTRACON ANCHOR)4MAX ALL HEAD AND SILL DETAILS) WOOD ANCHOR (SEE NOTE 283) 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DARE COUNTY APPROVED I/4' ELCO ULTRACONS OR I/4°SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 2-1/2'MIN. EDGECHOR ANCHOR TO CONCRETE EDGE IS 1 W4" FOR ULTRACONS INTO CONG.2-12'E.D. FOR (CRETEFLEX ANCHOR)NOTE 2x WOOD BUCK ULTRACONS AND CRETEFLEXINTO CMUAND CRETEFLEX INTOCONC. (SEE NOTE 3) 1'MIN. EDGE 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5), 3.35 KSI MIN, 1/4' SS4 CRETE-FLEX FOR DETAILS B B D OR O.131.O x 2-1/2' COMMON MAILS (F1687 NL CM CONCRETE S-07 Z (86)) BE PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10-FIN MOUNTED MIN. ONLY (SEE DETAILS E. F AND G THIS SHEET) OPTIONAL 1xi 318"3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE WOOD BUCK oMIN. TOTAL THICKNESS IS LESS THAN 112°. lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE (SEE NOTE 3) DEPICTED AS 2x TE LLED DIRECTLY TO SOLID CONCRETE TH CMU, WOOD UOF - 1N/2ATHICK OR GREATER. IINSTALLLATION TO SUSTTRATEWOOD BUCKS TO BECKS 1/4" ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. MAXj4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF SHIM 6D63-TS AND A MINIMUM OF 118 THICK FOR ATTACHMENT TO STEEL OR STEEL STUDS, DETAILA DETAILB THE MATERIAL SHALL BE A MINIMUM STRENGTH CF 33 KS I AND A MINIMUM OF.045' THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILARTO THAT SHOWN IN THESE DETAILS FOR 2. 1-1/4"MIN. EDGE (CMU) 1-3/4' MIN. EDGE(ULTRACON INTO CONIC.) WOOD BUCKS.411E ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL 13/4-MIN. EDGE (CONC.) • 2-tQ"MIN. EDGE (ULTJCRETEFLEX INTO CMU S CRETEFLEX INTO CONIC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. t/4"MAX. SHIM 1318" S. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. M+I 1/4'MAXSHIMIN. r 7. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS THAT COME INTO - CONCRETE ANCHOR FH BELOW MEETING RAIL. (SEE NOTE 2) 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU L1x BUCK OPTIONAL WITH SOLID CONCRETE OR Lu11111(nlllllll CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114' SIW MIN. EDGE 2-1/2" EMBEDMENT MPX. p SHIM Ia WOOD FRAME 1.MIN. 2-1Y2 .2ln'NAIL, AT CORNERSn11� AND 5° O.C. mil I I t 5/8' N 1/4° MAX SHIM DETAIL F, (HEAD) CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE °DGE FLORIDA BUILDING CODE. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) INTERIOR (ALL JAMB DETAILS) EXTERIOR 15 -WOOD FRAM ..... FSSHIM1 131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5. O.C. 1 L.131'DIA. MIN. x 2 l/2" NAIL, AT CORNERS AND 5-G.C. DETAIL E (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE CERT. of Aum M298 DETAIL G, (SILL) sR7a IvTS II • 11I II + 11 as mnPlyiR9 wIN fM RR 3 BuilN'CM< A3 = I-0630.06 IAME By �21 M4arti 34PAg ad,, 11IIIINq aONY... NN T P?S: ` �wENSFQ #.. No. 68705 'A =v:Cl STA II OF 17: S�0NALNG'\ IMPACT I�I�itALR,� P.E. 404620 G FL P.E.#S87D5 SCANNED BY MIAMMMADESt. Lucie County MIAMFDADE ML"fl-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.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 e e ' , en desi ed to com 1 with the Florida Building Code, including the High elocity Hurricane Zone. DESCRIPTION: Series W-701/7201820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: r c. MD-720-820.1, titled "Fixed Window ation Guidelines", sheets 1 through 11 of 11, dated 04112/13, with revision prepared by manufacturer, signed and sealed by Anthony Lynn Mille a Miami- e o Product Control Revision stamp with the Notice of rce number and expiration a the MiamiDade County Product Control Section. MISSILE IMPA RATING: Large and Small Missile Impact Resista LABELING: Each unit bear Large label with the manu turer's name or logo, city, state, model/series, and following statemen . ct Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629.14 and consists of this page 1 and evidence pages E-1 E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M Plasencia, P.E. // NOA No.17-0614.11 Expiration Date: February 19, 2019 / 0/0 z 1 i7 Approval Date: October 12, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MID-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL 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 Idahnis Ortega, P.E. (Submitted under previous 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. 034105.01) orge M. Plasencia, P.F— Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-61h 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 "SentryGIas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option 11 exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. Sorge M. Plasencia, P.E. P uct Control Unit Supervisor NOA No.17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5th 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. 1 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 underprevious NOA No. 13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOANo. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to POT 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. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-3 GENERAL NOTES: SERIES 7201820 IMPACT -RESISTANT FIXED WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED B TESTEDTO COMPLY WITH THE REQUIREMENTS OF THE FLCRIDA BUILDING WOE, INCLUDINGTHE HIGH VELOCITYHURRICANEWNE RIME} 41FTIP-TO-TIP WIOTH 4T'BUCK WIDTH - NE DEBRIS 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BO:ERU REGIONS. FORINSULATEO GLASS INSTALLATONS ABOVE IN THE U-114'VISISLE y HVHZ,THE OUTBOARD LRE(CAP) MUST TEMPERED. LGHTWIDTH ])FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.0NLY B, SHEETS MIAMI-DADE COUNTY APPROVED MASONRYANCHORG.MATIS USED FORANCHOR EVALUATIONS WERE SOUTH EFW PINE, COO 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF U IT IS 1 INSTALLED DIRECTLY TO SUSSTPJtTE. WOOD BUCKS OE ICTEDASZK } - WOOD SUCK DESIGN AND INSTALLATION 0 ME RESPOGSIBILRY OF THE ENGINEER, TEOR) OR ARCHITECT OF RECORD, OR) CO. 5)ANOHOREMSEDMENTTOBASEMATERIALSHALLBE EYONDWALL / DRESSING OR SNCCO. USE ANCHORS OF SUFFICIENT MSEOMENT. NARROW JOINT SEALANT IS USED ON PLL FOUR CORNE SOFTHE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED.'0 RALL SMINGTI-ASHING STRATEGY FOR WATER RESISTANCE F INSTALLATION SHALL BE DONE BYOTHERS AND IS BEYON THE SCOPE OFTHESEINSTRUCTIONS. 1 6)MAX 1W SHIMS ARE REQUIRED AT EACH ANCHOR L000.T WHERE _ THEPROOUCTISNOTFLUSHTOTHESUBS ILUSE SHINS ABLE ST '+B---i -+- OFTRANSFERHING APPLIED LOADS. WOOD BUCKS, BY OTHERS. 5ESUFFICIENTLY ANCHORED TORESISTUCADSIMPOSED ONTHE Y 6'MAX SHEETS THE WNDOW. A B5. C ,GETS ❑CK SHE1E } H HT } SF1/4' It VISIBLE 12'MAX LIGHT O.C. HFIGM 6' TI -TO Iv IGNT 1 V .O.G 6- J T MAX T)DESIGNPRESSURE3: _LEVATION T 55'ED UNIT A. NEGATIVE DESIGN LOADS BASED ON STRUCIURAL/CYCLETEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM SIM B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSISANO GLASS FIGURE t PERASTME'130). GNDETO SHEETS: iZ O.C. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. Mom' GENERAL NOTES ....................... 1 u 5) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATON9.... i............. / RESSSTNHE VANDLOADS CORRESPONOINOTO THE REQUIRED DESIGN DESIGN IGI-AZINPRESSUR............._-_.. 25 PRESSURE. THE 33-W% STRESS INCREASE HAS NOT BEEN USED IN DSTALLAREBSURFS...._........_.. 2-5 1M )(. THE DESIGNOFTHIS PRODUCT.THE I.6LOAO DURATION FACTORWPS INSTPLLATON, FLANGE..__.._.6 MAX. / USED FORTHE EVALUATION OF ANCHORS INTO WOOD. ANCHORSTHAT INSTALLATON, EQUAL -LEG .......7 I / COME INTO CONTACT MR OTHER DISSIMILAR MATERIALS SHALL MEET INSTALLATION,IW. FIN 0........_8 Ih-ICl THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FIXt INSTpLLpTON,INT. FIN R..........8 / CORNERASSEMBLY................ _ 10 CORROSION RESISTANCE 0' EXTRUSION PROFILE S.__..........11 MAX. B)REFERENCES: TEST REPORTS FTLJSIS, 38508 n12: ELCO PARTS LIST......__......_..._........._.it ULTRACON NOA ELCO CRETEFLEX NCA; ANSVAFBPA NDS FOR WOOD CONSTRUCTON AND ALUMINUM DESIGN MANUAL. TABLE I: 10) THE 120 SERIES USES A PVB INTERLAYER, THE 820 SERI USES AN SG INTERLAYER. THE 7W AND WO SERIES MAY AL BE REFERRED AS THE 701 SERIES CODES) STANDARDS USED: .2017 FLORIDA BUILDING CODE (FBCC). 6TH EDITION .2014 FLORIDA BUILDING CODE(FBC). SM EDITION .ASTM E1SGX9 .ANSI/AF8PA NDSHNHS FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL,ADM-MlS •AISIS1U612 .AI80360.10 ryce A Sh.1 A 1 TIf6'LeM /iP An-.OBP PVB -3I16' P IaM I1fi'HS -.09P 2 3 3 1-1118'LMn.W 16'T4116"Atr-3H6•M-.090'PVB-916'H9 2 4 1-1/16'Lmnt IG Qll.'T-TIWM-Y16'HS-.D90'PVB-3tl8'H9 9 5 7I19'I.4M 3116-An..CW SO -LIP An 1 a 7/1B um3/18'HS-OBP SG-]I18'HS 5 T 1-1/16'L&nL IG T-711VAIf-3'16'M-.090'3G-916'An 4 a t-1I16'Lfiml.D I1PT-1I1P Ab M18'HIS -.0E0'S-YIGH$ 5 'SG'='KURARAY SENTRYOR-AS INTERLAYEWEYKURMAYAMERICAtNU. 'PVB'=T(URARAY TROSIFOL® PVB INTERLAYER- BY KURARAYANERICA INC. 4WBUOKWIDTH - 45-1/1" VISIBLE y LIGHTWIDTH -�.n RNFFT� DESIGN PRESSURE RATING IMPACT RATNG VARIES. RATED FOR LARGE4SMALL SEESHEETS2-6 MISSILE IMPACT RESISTANCE 48-BUCK W M 4&IM'VISSLE LIGHT WB]TH....J - 6'MpX F, SHEETS I t"'- 2'MPX N $HEET9 I I V I I C CHFFfa FF AHF� 9P -- ME IGHT vLs1BLE L'. T LIGHT / HEIGHT 5" MAX. CO. 9S 1/4" / VISIBLE LIGHT / HEIG R / 96" BUCK HEIGHT' Lp I I-- 12'MAXOC F, SHEET SHEER 2•MAX. H.SHEET9 }-_ 5' MAX O.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) (TESTED UNIT) SHAPES AS SHOWN BELOW ORSIMILAR, MAY BE USED BY INSCRIBINOTHE SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FORTHAT BLOCK SIZE FROM THETABLE9 ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX FROM CORNERS AND 12' O.C. MAX. FORALL CURVED FRAME MEMBERS. SEE FIGURE 1, THIS SHEET. WIDTH-� r�- H- WIDTH --I H•-WIDTH--- WIDTH r - TI- r- I I I I I I I i II W I� T 1 1 1L J 1L_ -J WIDTH- =1 I-- WIDTH --I I"^ WDTH �»1 I+ WIDTH -I 1 ' 1L L- J J WIDTHWIDTH- WIDTH WIDTH -- I"- WIDTH --I i 11 11 I 1 PRODUCT REVISED az...'] ln. with the Fimiaa Building CCaatltl NDA-Na. 17-0614.11 JR-06/00/17-UPDATED _. ANCHORAGE TO FBC 2017. F W Y O af Q ' 'roa K O 4 N m W Qj m Y N O J oo K Z U- _ Z J 4R unw0 n p 2 W'_ ®Q W � wZ Y E IWO uZwl (3 cz� s o O J ; J O W IaeYs W F O p z a Z Z uloy J U. Ir-9 w 4 LL d (W1 e11LL 'u+.a *+ve5 Window Design Pressure (a•h, p51)fer Wass Type 1 lap SKID OP 07.718 72 1 6 I 80 84 I 88 Be i 9fi I IN 104 109-92 3 +LAC .140 rlb0 ./AC •140 •140 +Im +LAC .1A0 H-03 040 Hb0 H -140 +,AD •1-80 IN HAO +1A0 r1Ao +140 34 .IAO +140 •AD HAD +IAO HAD HN .LAC K. +1-19.8 r1-794 w +1-60 +IAO I +/All .,AD 7m 640 .F797 +1-772 41-751 +4734 +'-M2 38 H-W +/AO HAD +-1A0 +/-781 +146.2, +1725 7F70 +A5 +1S3 HAD N-798 +. 4 1- al40 1$5.1 H-034 +141.6 HAD .AHA aR.4 +IA.] HFi9 748.2 +1b7 . H8 H59.8 •.H242 44 +1A0 +IAO 1 .1-489 0-75.4 H- 1 7fb&9 71A5.0 7772 +/A9.7 HS1.5 48 +IAO .IAO H-TL2 .1-73.6 a/.101 HAn6 +1415 /AD3 .147.7 48 H. +1-A3 H.75.0 +1-71.9 H4&3 +1A49 +IAt. +l 5o H-80 +I-A.5 +LT41 +IAD.3 H467 a463.1 +Ib9.1 5 52 .1Y91 .6T5.0 H-i24 +1A8.8 ;7 +715 N 54 ./-A.4 +/-73.6 0-70.5 +1b7.3 +IA3.5 5a +T76 al-za .IA116 1Jbs.3 50 HA42 .1.703 +IA8.8 60 •I.727 .rA.T albs 61 +Id1.2 .467.1 04 H8A7 W1 5 00 +1 3 U-718 .IA] Window Design Pressure (4, pst)for Glass Type 3 L.1 .1. n 67.718 72 TO 084 88 R 98 tDD I" 109.1R 30 .1-N .IAo 1 .IAo 1 +GAO .IEO afAO .J-W 1140 +IAO 1 .IAO "m 32 +/AO NAO •IAO +IAO . AO •P80 .LAB +1-90 +tN .1-80 +140 34 +IAO +(AO +Ib0 +LAD .IAo .IAO HA1 .140 +IAO +IAO HAO 38 •1AD +1A0 •lA0 +GAO NAO afAO +IAO +1.80 +IN +IAo HAO 38 +'m •IAO 1 4140 +,.as +GAO HAD ISO HAO +I.794 H]&4 +1.74.3 40 +I-W +IAO NAO +IdO +1E0 +140+IZ +1-757 •1-73.5 +fJOs .149 42 •IA0 ./AO 1 .LAD +IAO .IAO +r -7 +4 31 -/A9.6 +IAG9 +1452 K rIAO NAO +IAO +! o H80 H-T.e H.74.1 .IAM13 +I47.5 +fb39 46 HAD .1A0 +IA9 +rAU +/-79.2 H-1S4 .1-Tt7 +14&1 H85A 'b 48 •/AO HE0.5 +IA58 50 H-W rlAO +/AO 17-W +I. 55.3 7F713 H-67.5 gG 52 +/EO +m .,AD H77J -1-73.5 +1445 N 54 +tA3 .IAO f798 tl-76 .671.6 58 r1A0 +I80 +1 n 6 quo 58 +180 +1.79.4 +675.0 BD HAO 4-77.& •1735 12 .IAO +1-TSB B4 .1-713 8 +1-74 BB .1-77..2 67-7/6 1 •1449 711F LAMINATED GLASS STACK GLASS PRODUCT REVISED as ompl�/ 'Rywith the Flodda Beneio9 Coa NOA-No. 17-0614.11 OBRS ONLY NBEO.CMA%. `29 LONGSIOE GLASS BITE to EXTERIOR bH RT NO CHANGES THIS SHEEP. b E a zD 13 a GLASS TYPE 1 � I+-- LONG SIDE T m O ❑ B510, of A '••a IOE of� 3 _ L 7 N a!W 0 TABLE DIMENSIONS MAY BE 0,1 -b W ORIENTED VERTICALLY OR ❑ -I o 2 49 HORIZONTALLYASSHOWN. =win L,UOo o ❑ IAIIFNOM. C,LU �6 O GLASS STACK �4 T116'LAMINATED {� h> y Z GLASS STACK p Z m O in 311E'HEAT a o 3116"TEMPERED GLASS STRENGTHENED GLASS J 0 J 3I18"ANNEAIE0 GLASS 1116 AIR SPACE - SHORT .090"PV6 �l SIDE ® 61 Z j N ri NTERLgYER + N Z ATCURVEOBERb ONLY SlS O Z d o0 IB-O.C. MAX. GIPSS BITE LONG $' Z nm 1-3 SIDE p � EXT O oXW O as Tsa 21 13 GLASS TYPE 3SHORT LYN rffri� SIDE lY J No. 587O5 *_ ' F '•.�ZORIOP.' ''ss/ONAL 00'` NOT ES; 1) BUCK DIMENSIONS SHOM. FORF.ANGED WINDOWS, SUBTRACT 1• FROM THE 71P-TC-TIP DIMEN31ON TO DETERMINE THE BUCK DIMENSION, i111I I I1 O W 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILASLESHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WIIFIIN. A LYNN MILLER, P.E. P.Ea 58705 TABIE4: Window Design Pressure (1IT psS for Glass Types 2 S 4 uv d.Il 67-7/0 1 72 1 TS 1 BD 06 00 B2 i Se 100 I lw I 105L2 I 112 II in 124 in I 132 1ai I W i 1N 00 32 L +600 +180 110 8 +LAG ado +tAO +1A0 •180 .1A0 040 +190 •4Be NAo .IAD +Ido Nd0 +IZD N-BO "o .140 4-, +18D .IAD Nd0 +1d0 .Im Nm N8 N430 Nd0 NA NA0 Nm .IAD +Im am NAO N80 1w0 +Im Nm +Im .140 +Im Nm .lm Nm Hm .Im +180 I qm +lm 1 Nm I +lm 3fi N80 IAD 0A +IAD lkC 30 mo Nm H80 HAD «l8p N80 a.BO NAo Nd0 N-BO •180 +AW +Im Nd0 d0 ♦1-W +180 +1d0 +140 +180 +1A0 .180 ,180 •b6D NAO NAoa2 Nm •IAD /to N8a NAo •I NAo LAD AD +rdo+IAD +1A0 +/80 00 HAO NAo BD A0 .1d0 .1A0 NAo NAo +180 ado +1d0 .140 NAo Nm N80 N.00 Ndo +1.lm Nm Ndo .Aeo +lm +lm+1A0+IAD N.]91 HFO 4-14� .rdo +/80 +1�TB0NAG +1A0 N-TS.1SB +IAD .1d0Nm •/80ADe)-]10 NOTES 1)1) BIIC( DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT I-MOMTHETIPd0TIP0 MENSi0N TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN. ROUND UP TO THE WE AVFIABIE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICHTHE OVERALL DWl eNSIONS COMPLETELY FIT WITHIN. 1-1O16V NOM ] GLASS STACK 11W UMINATED GLASS STACK .05P PVB INTERIAYER 311FTEMPERED GLASS- W16-HEAT TIVHEATSTHENGRIENEDGIASS ETRENGTHENEOGVSS 711F AIR SPACE 4 5 USEDATCURVED USEDAT SONLY FRPAIE N.EMBERS ONLY 29 SIB" FRAMEME7/8-C ONLY 29 �11AI0'GD. MAX GVSE BffE all9. EXTERIOR Il EXTERIOR a 20 13 a GLASS TYPE Virl-AMINATED GWSSSTACK I6'HEATSTRENG11HENEDGLASS — re. GLASS BITE GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLYAS SHOWN. LONG SIDE -- LONGSIDE SHOE SIDE SHORT J L —^I FIDE f �- LONG SIDE —,-� y SHORT � p LONG SIDE SIDE L 1 SNORT L SIDE I` PRODUCT REVI9E0 Bas Rllping lC pobdh the Floritla MOA-N.. 17.0614.11 Eapl.anon Dale 02/19/2019 NO CHANGES THIS SHEET. N sea O> a elo0 D) C' Li N WO ww0 ❑ VUm ® z xe"D C, > Z W O N LL y w ❑ R M r ® � N W 1aa45 Z 0 W oIo Z d. � a g Z (VN O X W Did N.D. Sam ll ' TABLES Window Design Pressure (+I., psf)for Glass Type 5 Law SI Ale 2 76 00 1 04 68 92 1 0 Im 1W ID942 30 -901.1254 .901-120 a901415.5 +9W-111.5 +9W-1015 +9W.103 +BX.1015 aW.Ia35 rK.HQ6 49W-1W.7 +9TSTB W •901-118.9 r.1tOB gM a9W-trfi.3 +9 -101.6 +9W.B8] a9W.95] +90142] +5W.90.0 •9W.923 N49.B +189 W +90l-109.9 +9Wim r9pL960 a9M45.1 aBW.9t8 N482 H44.4 N81.6 +owl +07BS +1-M.4 36 +W-1026 W-ET+1 •90I.920 •I79 445.5 •IA26 •1797 .1-T12 +146A N-13.4 +/-]22 30 a90.93.4 +9Y.92.2 +I48r d ,2 •I4DI N.Tflt a-T62 N.T25 H-703 r/-08.5 +' 40 +40f-91.0 +/Jia2 Nffi6 •1-79.8 •LTr.2 +1.743 •IA1.3 N47.9 +tf l H < .141.0 42 a901-91.3 N4L .140] +A17.4 •1-]43 ./7t3 •188.2 /8 T •14ia +189.8 11-582 M •1463 •1R4 .1789 N.T.4 +1-721 N-0fl9 N-05A •/822 NS37 +I5s s a•1454 H40.8 •I-TT.2 rl-T1.0 •f.]0.1 N-008 •/4i.5 N86] •/ST.1 48 14 7 •1-79.3 a,7J 5 •I-71.9 M88.3 +td •f-01.5 •/582 50 N409 ./-rr.5 +/d41 rFN.3 a/bB.T a1831 •1697 P 52 Nd91 •/-7S0 H-J24 N68.0 •1-65A +18L5 F b4 IRA 0I-D.8 7R0.5 •147.3 r183.5 N NA56 a(.i3 •148,6 )8.3 SO .1-727 +IffiJ .fBS 02 +h]12 a/8l.1 84 Ham] Nffi5 [b NE83 W-]la +Idr Window Design Pressure (+b, psi) for Glass Type 7 wSid. 0.) 67.7a 72 78 00 84 Be 92 N too tat 109-12 30 •9WdL +9ON31 Ma-IW +906420 aW-1Y26 +681-H9.0 +W-118.1 +BY-117 4a 115.0 +9W-1127 +=409.S 32 +9W-190 r9W.12S.1 +91-118.8 +90F114.B aWf-1ti5 a9p/-f0L1 +9W-104.3 agar-182a a9W-102 r90/-to1A +9Vd9.T 34 .9w-19.1 +9W.110A a9W-111.7 +IXY-107.5 aM.1031 +9L017 +gCd5.3 49WB905 +1.90 +M6 m r9W-01B a9W-0re.8 +9W-IN's +9W-1W.S aW aa.6 +E]/613 N-00 a1-117,3 rldM1.9 +18..3 114U.2 39 .90f-111.2 .9W-IW.2 a9W47.9 aAYgf a9y-91.1 N401 •Id4,0 N81.9 rl-]B.4 NAB.4 •-743 40 a9W-iWa +90A910 +90.'43.4 +9W44.1 +147.2 NE4 a17 +l-M] N-09.B a/-]0.9 .A69 42 +8W-iW.2 +9W-B57 +9W41.2 ./47A N44 N40.6 H47 +/-]31 g4B.6 a48.B +/451 M a9W49.7 +SW43.1 +129.1 +1451 •/41.4 4-T).B Hd4.t +14 H8f.9 +/43.8 e 40 +9W-9e.5 +B 413 N47.2 Hdt2 N-M.2 +145A +/-]t.7 +f481 +/-001 y 48 43.5 +Id9.6 .4 a/41.2 N-7L +/-73.3 +/E9.5 N 8 '4 60 •8W41.4 .AW.6 +140.T µMA .176.3 +/11.3 al4r.5 52 ..4 yH5.5 aJAI.S N-]T.T .l-TJA N42.5 54 N4>.5 Ee N111.8 +/41A N-77.5 SB ./dIb .l-T9.4 1F75.4 W N42.1 ab7l.0 .1-716 62 .140.4 NA5.8 04 N-M.0 •R4 M JJ a WA/B +/-742 711WI-AMINATED GLASS STACK 3/16'ANNEALED GLASS 4 11 USED AT al., ET FRAME MS..ER3ONLY 29 ) ®11-718. O.C. MAK. 1.2 EXJ/ER�IOR Y 20 GLASS 5I6' GLASS SITE )r LONGSIDE 3V SHOW SIDE GLASS TYPE 5 I- F- LONG SIDE SHOW 610E TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTNlYAS SHOWN. 1EA M. GLASSsTACK i I �GLASS GLASS STACK 9/16'TEMPERED GLASS3116'ANNFALEDGLASS ?It 6' ANNEALED GLASS 7116- AIR SPACE .oW SO INTERLAYER SHORT - SIDE 5 9RNED ONLY 2BK ' ;, MAK 2IONG IDE$1OE1 1 CLASS TYPE 7 SHORT SIOE NO CHANGES THIS SHEET. d r U .+a N > n .9 +wD O m Op $pp W m J �2 ❑ J O W Z t0 N h Ba ❑ FUUo � hA 7 '9N 29a uZ1 +'- 1L O Z S 8 Z O F w m S m� O I 6 6 r ® SI Z K g � N m O ❑ N o' nx � 0 ° 3 6 Z Rn (7WO ^ 1 W C Fa LL w ❑ O.Q. •n:3 .,�.D sw NOTES: 13 SUCK DIMEN31ON5 SHOWN. FOR FLANGED WINDOWS, 9UBTMCT 1' FROM THETIP T6TIP DIMENSIONTOOETEPMWETHE BACK DIMENSION. 7f 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEKr AVAR-ABLE SHORT OR LONG DIMENSION. Il1I I l t ttlt 3) FORARCHITECTURAL VANDOWS, FWD THE SMALLEST WINDOW SIZE IN THE TABLEADOW WHICHTHEOVEILLLL DIMENSIONS COMPLETELY FNw1THIN. ALYNNM.IE P£ d)THIG 6HEET APPLIES ONLYTO FLANGEPND E-0VAL-LEG WI\90W5.0O NOTUSE WR11 F4Y-FRAMED NINOONS. P.EA SBNs Windows Design Pressure (N-, psI) for Glass Types 6 & B Lag Side (n BT T10 T2 I TB w 81 88 92 96 100 104 109-112 112 1 116 120 124 In 132 IN IQ 43 >D +W-133 •W.lm •W.130 •9M.1JD W-IN rW.130 •SWAM +wl-lm IM.133 r901-IM +901.130 -W4W r9M.14 +Nl.lw +W-130 •W4M aW-13D +W.130 +W.IW +W.130 32 •S01.1m +W.130 +9M-IA r901.130 •9M.Im rw4w +W.iw +W-130 +W.1 +9M-IID +9M-130 +W-130 aW.130 r9M.13D aW-130 +W-130 +W-13D +9M-130 rW-130 r0-130 34 •SW.im +W.130 +901-130 +901-1A •W-t3D rW.133 •W.Iso •W430 •W-130 •9W-lw +9N-19D r90'-t3D 79M-130 .1 •90'-130 •9W.130 +90-13D . 30 •W.130 +901-130 .9W.1a1 rM.1'.G •9M.130 +W.13] rW.130 •901-130 •W-Im +W.13) •SM-lm •wow +Wl.13D •9W-130 +W.lw •W.130 38 +W-1311 +W-IM +9M.IN •96'-1M •9W-IN a9W-IV •9W-IN r9WAW r9D'-IN +9W.130 +9W.JW •9W-130 +0014M +9W-127.3 40 +w4w +9M4L +W.130 •W-lM •9W.130 •W-IM +W-131 +W-IN .90'-IW aW-1 .B • Ant +9W-122 42 +W-130 +901.IM +W.130 +W-130 +W.130 +W-IM •W-13D +W.14..3 +9W.1232 +W-119.7 rW.l1&4 44 -MAX •W-133 +9WM +9111d01 +9M.IM -W-IM r90`120 +Wd24.5 •9W-1194 +9E1-115 "- 46 +91Y-130 •W.IW +W-IM .%'IN +0-133 +W-1M •9W-12&9 +9W-120.5 •90115.3 4B +W-Im +901.139 +9M-130 aW-lw +W.IM •9WAnY +90I-1Z1 •W.110.5 SD +W-1Is, +9W-130 •W.130 aW-lb rW-13] +9W-125] B9.Y-1t9 52 +W.lx r901.130 +W-im aW.13) +9W-1p +8 l.l23 a 54 •W4w rW-131 r9W.191 +W.lw •M 8'-IT1.1 58 +90rim +W.Im r9M-190 +M41.129 58 +W'130 +W-lw agMlw ED +W-130 eW. 90 +®. -15. e2 •W-fYl •W.IN E4 +901.13e •9D1-t 68 +W-130 67.II0 +W-t30 DETERIT.INE THE BUCK DIMENSION ERALL DIMENSIONS COMPLETELY NT WITHIN. SHEETAPPLIES 1AAW NOM. 7MV LAMINATED GLASSSTADK GLASS STACK � I .090-BG INTERLAYER 311WTEMPERED GLASS ..?HEAT S116'HEATSTRENOTHENEDGLASS STRENGTHENED GLA55 7/16-AIRSPACE q it USEDATCIIRYED FRAME MENEER90NiY yg SIB- 6 USEMSERS @ 11-Tle' D.G. MAX LY FRAAfE MEMBERS ONLY 29 GLA55 BITE @ I I-7 0.O.O MAX � EXTERIOR a GLASS TYPE 6 EXTERIOR a 7118.I MINATED GLAss STAG( =Jlt6'XEAT STRENGTHENED GLASS -3/16-HEAT STRENGTHENED SIAS _ 39W SG INTERIAYER GLASS SITE TABLEDIMENSIONSMAYBE } ORIENTEDVERTICAILYOR HORI20NTA YAS SHOWN. LONG SIDE F� LONGSIpE d SHORT f 1 510E GHORi SIDE F� LONGSIDE y j m4l"' SHR p LONG sme SIDE GLASS TYPE 8 L SHORT __ SIDE I - PRODUCT REVISED as o ngwith the Florida Sd1MIR9 Eo NOA-Nd. 17-D614.11 NO CHANGES THIS SHEET. 4' PRODUCT REVISED YI B IIS IN. IT dd. NO, 2XwooD 6ucKSRiP Coae EDGE OR FRAMING, SEE INSTALLATION INSTALLATION EMBEDMENT xoA-xa 17-0614.11 DISTANCE NOTE 2. THIS SHEET TYPE C TYPE B Expirnllen Derr 02119/2019 INSTALLATION EMBEDMENT 1XWOODBUCKSTRIP, BY WIPE (� SEE NOTE 2, THIS SHEET EMBEDMENT SHIM I Mioml- -d poct Con4o1 TYP.ANCHORTYPE.EMSEDJ NTAND EDGE ' • EOGEDISTANCEPERSUDSTRATE. DISTANCE EDGE - SEETASLE B,THIG SHEET DISTANC / B �11a-MAx •1 ' 1 SHIM p TYP.ANCHORTYPE. EMBEDMENTANOEDGE 11 DISTANCEPERSUBSIRATE •, SEETABLEB.THISSHEET USEDATCURVVED 11 29 FRAME MEMSEES DNLY •,- El(TERIOR :'••.. @11-TR•oz. MAX. CPER ANCEICMU 4 11 ,`• REQUIREMENT WINDOW BUCK WIDTH-A14' •. • WCIII UCK WIDTH CONCRETEGMU WWINDOWW EXTERIOR TIP-T TIPWINDOWWIDTH PER ANCHOR BUCK HEIGHT (REQUIREMENT _ 1/4•M0x.slBnl -,-{ � HORIZONTAL SECTION A -A nP-T0.TP WINDOW STEEL HEIGHT VISIBLE SELFOSMS LIGHT (G6) BEE ).SEETTABLES TASLEB: HEIGHT= THISSHEET� WINDOW `` BUCK HEIGHT- 2-Y4• INSTALLA71ON METHOD D INST TIONMCHDERNGATHTHE R ' UNDERNEATH THE BEADING EXT�IERRRIIOR IS J.DADE APPROVED MULLION - 21 (SEESEPERATENOA)tALUMINUM 8 STEELFRAMINGORSTEELSTUD. SEE SUBSTRATE PROPERTIES, S TABLE S,THIS SHEET �1/4'MAXSWM AncM, SUI,O a Min'Ea3c Olsta. On. EmbeameH O`Y D.G. Spec 112 a aid 410 SS Scree P.T. SONMmPne 3 -0. 1 1Y AMminurm, 81Tlmin. ww - o.owIT XMStint Suet stW G,,m min 1r YC i.m.. B.WY(10 Ga tY IT 012ar 014 SWO 3..e (Gaj P.T. SONMm Fine (SG-D uH W16. I L 1Y Intmf...8 min FB• O."- IT A .wd Steal StW, a, 33 min. XW 31w O.M.. 0.045IBGe1• IT tY 44'41003 Gel,,Fbv 1¢m°tea CMV. pSTM G301 2-1IY 1-11T IT Cmcmte(m 3.n N." 1' ido 1Y 114'SIaI UWxon Concrete Win. 2Hl k40 1• 1J/ IT Cpn<rtM (mtri.2.0l kep 2-LY 13t0' 12' UNTPBIeO CMU, g31M CAB) YT 4 IP 1Y GmWNCMU. 1M C80 2-1/Y 1.V4- 1Y Y145tecl U.K. CcncMe("'. 3A hell 1-i14' 1^✓4' IY SIM ON, TM GGO) I2-t/P 1.V4' fY ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. T 1X WOOD SUCKSTRIP, 'UNGROUTEO CMU" VALUES MAY BE USED FOR GROUTED CMU APPUCATIONS. SEE NOTE 2, THIS SHEET INSTALLATION NOTES CONCRETEPER 1. USE ONLYAACHORS LISTED ON THIS SHEET. FOLOWENEEDMENTAND EDGE EMBEDMENT ANCHOR OISTANCELIMITS. ' ftEOUIREIAEW 2.W000 SUCKS DEPICTED ONTHIS SHEETAS•1X-,ARE BUCKSMMOSETWIk. THICKNESS IS LESS THAN 1-VT. 1X MOD BUCKS PRE OPTIONAL IF UNIT GM BE -TYP.ANCHORTYPE,EMBEDMENT INSTALLED DIRECTLYTO SOLOCONCRETE. WOODBIICOS DEPICTEDASWARE 1-16' I INSTALLATION EDGE TH2KORGREATER, INSTALLATONTOTHESUBSTRATEOFWOODBUCKSTOBE DISTANCE AND EDGE DISTANCE PER ENGINEERED BY OTHERS ORAS APPROVED BYAUTHORITY HAVING JURISDICTION. TYPES SUBSTRATE. SEE TABLE 8,n11S SHEET 3FORATTACHMEWTOMETAL EGTRUCUMLIEM3ERSHALLBEOFASV£TO VERTICAL SECTION B-B PROVIDE FULL SUPPORTTO THE WINDOW FRAME. 4.IF APPUCABLE, LOWER DESIGN PRESSURE FRO&I EITHER WINDOW OR MUUIONNOA APPLIES TO WHOLESYSTEM Nh F� Nh F• B2YA tap Yel NW Hoke16l "W. Mal 1TI kYFln® OTA k.1 1.7c.1un 1 aid]ab 69kpW aka --'- NO CHANGES THIS SHEET. AJ EDGE 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION oR FRAMING, SEE TYPE G TYPE F r DISTANCE NOTE 2, THIS SHEET 1X W'OOOSUCKSTRIP. EMBED,MENT SEE NOTE 2, THIS SHEET INSTALLATION V•MAz TYPE EMBEDMENT MENT .3— SHIM TYP.NCE EMBEDMENT AND EDGEGE DISTANCE PER SUBSTRATE, JL_}L EDGE 5 SEE TABLE B,THIB BNEET DISTANCE �_j J �TYP.ANCHORTYPE, EhBEDMENT PND EDGE 11 DISTANCEPERSI7HI: TRATE. BEE TABLE B, THIS SHEET EXTERIOR USED AT CURVED 29 FRAME MEMBERS ONLY ®11-741O.O MAX. CONCRETEICMU PERANCHOR REQUIREMENT WINDOW BUCK HEIGHT VISIBLE HEIGHT- 2414' VT MAX. SHIM STEEL SELF -DRILLING SMS (GI SEE TABLE 9, � THISSHEET INSTALLATION TYPE H EX� ft MIA..WI APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET 1X WOOD BUCKSTRIP. SEE NOTE 2, THIS SHEET EMBEDMENT CONCRETEPER ANCHOR REQUIREMENT INSTALLATION I EDGE TYP.TYPE T"� DISTANCE AND EDGE DI TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9.THIS 5 VERTICAL SECTION D-D EXTERIOR \ VISIBLE LIGHT WIDTH= � 6 WINDOW BUCK-24I4� WINDOW SUCH CKWI WIDTH HORIZONTAL SECTION C-C PRODUCT REVISED a. piytng win tllo Florida Builtling CCadd EMBEDMENT � NOA-Na. 17-0614.11 EaPinaoe Date 02/7612078 mlam o - roduct Don rot EDGE DISTANCE • NO CHANGES THIS SHEET. CONCRETE/CMU PERANCHOR REQUIREMENT AncMr 61EstMe Oi�¢�andce Mi. Embetlmsnt gm O.C. P N 412 or 914410 BE SCRW P..SaWwm Plne (SG=0.65) 911B' 11 12' AMMmilo, 60G}Tfi min. 0. 1Y ]ssled I; 311Y n 60.10mn 918• r09 0.09A 19 Ga tY IV Y12 or#149MN Scom(GO) D.T. SaNMm Plre (SG=D.55) me (S 9I1B- 191e' tY A10m12 P001T5 m11, MS. MW No- 0.063•• 0.063•• tY 12• Steel Ovd. GI, 33 min We' 0.045' id Ga 12' 114. 410 SS 4tebFlax Ummuted CMU, 0sw c-90) 2-0/Z' 1-114" IT Concrete (min. 3.35 kep 1• i43W 1. Ve Btod LHhamn Cen¢I¢te (mIn 2OION) 1• 144. 1T Conant. On n. 2.65 kall 2-117 1d 17 12' Un,mincd CMU. NSTM DEC) 2-11,Y t-114• t2• GmWM CMU STM C00 M1 1-914" 12• Wi6"Stool ultOemt GIno.t.."oK\B 1-1/4' 1.V4" 12' G.NN CMU.A.TM G00 2-1/2' I 1414" 1 12' MIN. OF 3 THREADS BEYONDTHE METAL SUBSTRATE. VNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMUAPPUCATIONS. INSTALLATION NOTES 1. USE ONLY ANCHORS LISTEDON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. MOD BUCKS DEPICTED ONTHIS SHEET AS'1X",ARE BUCKS MOSET07AL THICKNESS IS LESS THAN 1-1Z IX WO00 BUCKS ARE OPTIONAL IF UNITCAN BE INSTALLED DIRECTLYTO SOLID CONCRETE. WOOD BUCKSDEPICTEDAS$ ARE14n- THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR ASAPPROVED BYAUTHORITY HAMNGJURISDICTION. 3. FOR ATTACHMENT TO META, THE STRUCTURAL MEMBER SHALLSE OF ASIZE TO PROVIDE FULL SUPPORT TOTHE WNOCW FRAME. 4. IF APPUCABLE, LOWER DESIGN PRESSURE FROM ERHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. 00" MF. Fr MO. u MOi Mid 90kei 110ke1 155ke1 07 kd nfto�l 14 m 16&.1 16ke1 k.,1 EkalM M fiS kY 95 kN 0. INSTALLATION TYPE 4 A EKTERKIR a MNDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WNDOW BUCK HEIGHT- 2J 1 INSTALLATION TYPE J EMBEDMENT 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE2,THISSHEET EDGE DISTANCE lw MAX EDATCIIRVED ME MEMBERS 1148' D.C. MAR INSTALLATION INSTALLATION TYPE J TYPE K EDGE OISTAKM L� 1/4'MAX EDGE DISTANCE —+{ SHIM Or 2K=,.5UCKBTMP aWGODSUCKSTRIPm OR FRAMING SSE ORFRAMING.SEE NOTE 2, THIS SHEER NOTE zTHiS SHEET TYP. ANCHOR TYPE, EMBEDMENT ANO EDGE DISTANCE PER SUBSTRATE, _O SEETABLE 10, THISSHEET J- 1N'MAX SHIM INSTALLATION TYPE L.EDGE DISTANCE 4105 �L SELF-DRILLNGSME IGSSEE TABLE 10. EMBEDMENT +{ VERTICAL SECTION F-F XW00DBUCKSTRP 'I I OR IRFRAMING.SEE �J , n TOTE z THIS SHEET 17 �1/PMAXSHIM MIAMIDA➢EAPPROVEDMULLION (SEE SEPERATE NOAN ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 1D.7HIS SHEET EDGEDI1STANCE rTYP.A 0 TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 10. THIS SHEET v U VISIBLELIGHT OT1- = WNDOW RUCK WIDTH-33/6• WINDOW BUCKWIDTH HORIZONTAL SECTION E-E EMBEDMENT EXTERIOR V Alrcha SumOaW W0 E0BM 0Ms.. Max. O.C. Swum 2-1Wx.113'BUNWI P.T.GMJIem PNe G-0.65 5116 w 2.1N' x .131' Common NMI P.T. $oo0um PFp Gam.? 3I8° d 2-1R'x.14S R4o1A Nall P.T. SM Pm0 G=0.65) xw V mo x T SWIM SLMW(mr P.T. SM .Fi SG=O.E$ ln' S' D.WE' AMminum, 3063-T5 min. 5/1G C 1/1$'AWSte9 511E T O.Oa418 Ga S" StW a. 33 VW S •IAIN.OF3 THREADS BEYOND THE METAL 51JESTRATE INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD SUCKS DEPICTED ON THIS SHEET AS'Ir. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'. lX W000 BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS DEPICTED AS •3K'ME MC' THICK OR GREATER. LNSTALLATION TO THE SUBSTRATE OF ACOD BUCKS TO BE ENGINEERED BYOTMERS OR AS APPRDVEO BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTPCHMENT TO METAL' THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WNDOW FRAME. 4.IFAPPLIGBLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OF MUWONNOAAPPLIESTO WHOIESYSTEM. N L s;eM saw: sxw 1201v1 aMirnAnmlmn mIM am A]851 Nlu YW 6. ]t atatl aml S11Y 161Y PRODUCT REVISED pl in wIN NM FIeH4M N0J4Na. 17-0814.17 NO CHANGES THIS SHEET. T INSTALLATION TYPE M EXTERIOR a mww BUCK HEIGHT MNDOW BUCK iEIGHT- 2-M4- 2K WV oD BUCKSTRIP EDGE OR FRAMING, SEE STANCE/NOTE 2, THIS SHEET EMBEDMENT [_114'MAX y g SHIM TYRANCHORTYPE, EMBEDMENTAND EDGE INSTALLATION TYPE M EMBEDMENT INV MAX SHIM EDGE D I I(II/_\I RS ONLY DISTANCE �W�.�W��(L��) 4� CONCRSTEICMU PERANCHOR REQUIREMENT 114.1 SXIM INSTALLATION TYPE O STEEL SELF40111 NG SUB (G51, SEETAS E 11. THISSHEET INSTALLATION.EMeEDMENr TYPE N 1K WOOD BUCNSTUP, SEE NOTE2. THIS SNEEf TY DGE DI ORTYPE EMBEDMENT E, EDGE DISTANCE . THIS S 5EATE, BEE TABLE 11, THI93HEET T_ VISIBLE LIGHTWIDIH=yy VrWDOW BUIX W DTH -2aI4' WINDOW BUIX WIDE HORIZONTAL SECTION G-G 21 TYRANCHORTYFE, EMBEDMENTNIO EDGE EXTERIOR G DISTANCE PER SUBSTRATE, LJ�_JJ SEE TABLE 11, THIS BRES T B MIAMWADEMPROVEDMULUON (SEE SEPERATE NOA), ALUMINUM �1/4-MAKSHIM STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, 1 A hor 91ACUe[e I, Sep ,. Em Tem SW O.G 012"14410SSS41mw P.T.Smllmm re G=655via- 1G10 3.T N''� 'TH ww .I%3•• AMSted MB' 00Til•• 3.T Sleet Bt Gr. 33 min. ww D.OR• Rock' 3.T MZ V #14 Steel SOmw(GS) P.T. SmNem Pme SG•055 wir ILO• 3.T HurvnOm 6DB1T5 mhe &B' Door • 3.T A3b Bte61 010• 000£• 3.7- Sled Site Dr. 33 met. Sw D0 N GB • 3.T V4.410 SS 0,04me% tm'te4 CM ASTM D601 2-1YY Nli• or Cmpc%(mez 3.35 IN) 1' 1.3l4' 6T 114• Steel Ubtem Otre ete leek, 295 kd) 1' t 4' III m 2.55 RN mia 1-LB' BT I401M CM ASTM GBD 2-112 1-114' B.T Omute4 CMU STM G90 A111 w4• B.T MIV Steel U"ean Cemlek mlIL3.3 kv, 1-1/4' 1d14' B.T G.O CIM (ASIM Ofp1 2.117 1a14' B.T INSTALLATION TABLE.... SSHEET - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. TYPE N 1%WOOD BUCKSTmp, 1NGROUTED CUY VALUES MAYBE USED FOR GROUTED CM APPLICATIONS. SEE NOTE 2 MS SHEET INSTALLATION NOTES: ENT 1. USE OM.YANCHORS USIED ON THIS SHEET. FOLLOW EMSEDMENTAND EDGE DISTANCE UMITS. 2. W000 BUCKS DEPICTED ON THIS SHEETPS'1X-, ARE BUCKS WHOSETOTALTIOOIPNESS IS LESS THAN 1-IX.. U( WOOD SUCKS ME OPTIONAL IF UNIT CAN BE INSTPIIEO DIRECTLY TO SOLID CONORETE WOOOOUCKSOEPICTEDAS-2K'ARE 1-11Z THICK OR GREATER WSTALLATON TO THE SUBSTRATE OF WOOD BUCKSTO BE ENGINEERED BY OTHERS OR AS EDGE APPROVEODYAUEORRYHAMNGJUWSDCTON. DISTANCE J. FORATTAGHMENTTO METAL THE STRUCTURAL MEMBER SHALL BE OFASDE TO PROVIDE FULLSUPPORTTO THE VERTICAL SECTION H-H mxLTowFRAME. 4.IF APPLICABLE, LOWFRDESIGN PRESSURE FROM EITHER W IDOW CR MULUON NOAMPUES TO WHOLE SYSTEM. YLMY M'm.FF TAN. F. 6t[q 6mw BIkel hel 4106wm MI 1i0 I Eke OWafnO 1, kN W7k,10 tl 0elaFlrtB 27. 4Ue 0Thd VIM.75 04A iBhM ... IIYM Alt." Ab Bel ]Biel 6bke b. 1151sf 91W Y1haI 45YN PRODUCT REVISED eacomply with1 PbHEa wlmnB NOAIIw 17.OB74.11 EKplmDon Dab 02/79/2019 JR-OGIO6/17-UPDATED 5 ANCHORAGE TO FBC,201]. n a y. y U ..a �� 3 >� 00 4r alas O H O o N T o n 7T =ae,G Uj E U m 0 � IUD r" IZjf U� Z J,AO �i O m ® b Z Z l.w 3 0 O 0 5 F Z O Z_ wea6 S IS ~ Z eV N ti m LL LL e61 'asa0 sau USE GASKET ANOIORSEALWT O ASSEMBLY DETAILS FOR FIN FRAMES ANGLEDICURV D ANGLEDICUR4E0 FRAMEASSEMBLY FRAME ASSEMBLY N-CORNER BO'CCRNER FRAME ASSEMBLY FRAME ASSEMBLY m I 10 ALLCORNERSTO USEGASKET ANDMRSEAlANT 9�DE=ORFRME�S M EONAl-IEGFPMIEFLWGE FRPME G FRAN.E M DEXTEPAMEWITH INTEPoOR MAEWRHIME ANDWNl ORC RNER WENS I M5RK ME SCRWBWSESRNER 1a=YAT h SCR(SHOWBOSSES.S RKEY AT AT SCREW BOSSES.SERfANTATALL (ARNERG SCREW00556.SEALr1NTATALL CORNERS PRODUCT REVISED ea comp n rvlN qe FlONtla BmlmnB NSA-R�, n 17-0614.11 Ex,I.Wn Dam 02119/2019 NO CHANGES THIS SHEET. 5 4. x I em PGT Pert# Oeecrlption Material 1 4253C Flanged Frame Alum 606355 2 4285 Equal4eg Forme Alum. 6063-T5 3 42M bregml Fin Frame Alum. 6063-T5 4 4255 711V Leml. Gloss Beetling Alum. 6003-T6 5 4254 LO. (Am Beat" Alum. W63-T5 6e 4270 Installation Fastener Corer Alum. 6063-T5 65 4224 MsteOffihn Fastener Corr Rigid PVC 10 70589C Gasket (at W cmnerlours) Polyethylene 11 W24718 VIMI Bum WeathomMP Flex PVC, Dum. 65 H-1 13 Dow 791, 899 crGE T700 Backeeaamg sul.me 20 7165M SoRing Block, Mono. Y1V x 7116• x 4- Neoprene, Dum. 95 +/4 21 717NM Setting Block, LG. Wl6' x l 0W x 4- Neoprene, Dum. B5 +/-1 29 #8x 1-1/4'FH SMS Swlnless Steel 30 781PDX a VQuaa PH SMS Stainbss Steel ]a KODISPACE 4SG TPS 2.794 2Ta4 2.764 .004• .ow .ow �-I L.-- .0i4' ,O6P 1 AN' r62 1.375't '010' .062' A38' 500' 43B' } cor 43a• A00' C 5C0• r+-�f .e5e^.aem ��f- .650'. r � .050.'°m' O FLANGE FRAME O EQUAL -LEG FRAME 1.12s o7r #4253C, 6063-T5 #4255, 6063-T5 9 FIN FRAME 94256. 6063-TS 1 -'� .970• I- — i .34T J— ^ A>r IIVII ITIISII T74 -" A50 1 �i �_ .050 0 0• 7/16"LMAI. I.G. GLASS INSTALLATION ING ASTENERCOVER O GLASS BEADING O #4 54,66063-T5 6a F#4270, 6063-T5 x ,-RC,Pd MO. DESICCANTFUA 0.EINFGRCEMEMSILICONE BUIYSEA Sn6'NOM.3N6Oi. Snfi'NDIASEALFOAM SINWR11DESICCANT ROt1-FORMED DESICL FDAM STAINLESS STEEL .—INT. GLASS �ct� �IVT. GlA89 SUPER >4 SPACER®NXT]" Part# Description Material 75 Kommerling 4SG TPS Spacer System 76 Quanex Super Spacer nXr with Hot Melt Butyl See this Sheet forMaterials 77 Quanex Dumseal Spacer 78 Cardinal )a Edge Spacer DURASEALO QSPACER Ta XL EDGE"" SPACER PRODUCT REVISED asin9 wim Ne Florraa Budlldl.,alog Cod. NDA-No. 17-0619.11 NO CHANGES THIS SHEET. 0