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Home My WebLink AboutNOAM SCANYNED DEPARTMENT OF PERMITTING, ENVIRONMENT, A§J v ylty AFFAIRS (PERA) �YY e vLLLUuulii BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) tr,4 MIAMI—DADS COUNTY, PRODUCT CONTROLSECTION 11805 S 26 Stteel, Room 208 Flodda331M474 ? (786) 315' D. F (786) 315-2599 10100 NW 25 Street Miami, Fl. 33172 `{ " SCOPE: This NOA is being issued under the applicable rules an of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas whore 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 (m areas other than Miami Dada 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'aompted manner, the manufacturer will incur the expense of such tasting and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "360" Aluminum Single Hung Window - L.M.L APPROVAL DOCUMENT: Drawing No. W05-04, titled Series -"Aluminum* Single Hung Window (L.M.I )", sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 14, dated 01129/05, prepared by Al-Farooq Corporation, with the latest revision "D" dated 01/03/12, signed and sealed by Javad Ahmad, P. L, bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dado County Product Control Section. MISSILE IMPACT RATING: Lane Missile Impact Resistant. LIMITATIONS: Glass lites wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modell series and following statement: "Miami-Dado County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and them 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 No. 09-1210.05 and consists of this page 1, evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. e NOA No.12-.0221.14 6V%n- Noy- (7 3 68 Expiration Date: May 05, 2015 COUNTV BUILDING DIVISION Approval Date: May 03, 2012 iGRWED FOR COMPMANCE I Page t REVIEWED 16Y DATE � — PLANS AND PEMUST BE KEPT ONJOB OR NO INSPECTION WELL BE MADE. 12. l 1 • J • TO ^ �I I: r .G rn .71 Ttt a t PIZ G' ti J L h ir CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underprevious NOA No. 08-1208.06 and 05-0215.02) 2. Drawing No. W0544, titled Series "Aluminum Single Hung Window (L.M.I.)", sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 14, dated OV28/05, prepared by Al-Fanooq Corporation, with the latest revision "D" dated 01/03/12, signed and sealed by Javad Ahmed, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-% 4) Small Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, Type "A -A" vertical sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202 J4, per ASTM F 58844, AAMA 1302.5-04 and CAWM 301-04 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by . Hurricane Test Laboratory, LLC, Test Report No. EMe*080-0402-08, specimens 1, 2, 3 and 4, and HTL-OON4323-04, specimens 1, 2, 3, 4, 5, 6, 7 and 9, dated 04/03/08-07/22/08 and 03t29/04-04/02/04, both signed and sealed by Viuu J. Abraham, P. E. (SabmNed wider previous NOA's No.'s 08-1208.06 and 05-0215.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 02/12/12, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Glazing compiles with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade_ Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14117. / Jaime D. Gauon, P. L Product Control Section Supervisor NOA No. 12 MI.14 Expiration Date: May O5, 2015 Approval Date: May 03, 2012 E-1 XZ 47. f 24 �77 0 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTQmuw) 2. Notice of Acceptance No. 08-0520.08 issued, to Solutia, Inc. for their "Vanceva Composites Glass Interlayer" dated 07/17/08, expiring on 12/11/13. 3. Notice of Acceptance No. 08-0206.01 issued to Solutia, Inc. for their "Saflex HP Glass "terlayer" dated 04/17/08, expiring on 04/14/13. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010, dated 01/20/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. HTL4080-0402-08, specimens 1, 2,3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22/08, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA Na 08-120&06) 3. Laboratory compliance letters for Test Report No. HTL4080-0323-04, specimens 1, 2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test Laboratory, Inc., dated 04/02/04, signed and sealed by Vinu J. Abraham, P. E. (Submitted underpreviousNOA No. 054215.02) G. OTHERS 1. Notice of Acceptance No. 09-1210.05, issued to CGI Windows & Doors for their "Series-360 Aluminum Single Hung Window - L.M.L", approved_ on 04/07/10 and expiring on 05105115. Jaime D. Gaston, P. E. Produci Control Section Supervisor NOA No.12-0221.14 Expiration Date: May 05, 2015 Approval Date: May 03, 2012 E-2 OA 411 ia AMU- rH TPLZ'-'� A A! 1: qip:! A ba'su A 4m "P, I ZEN bomb 01 IMM af it DONE 10 WY& i 'M sn. Y Q va 6: WA PG% L 7' "d W cuth -savvy a 7"-.- .0-1 1, Go- 1In W ld hanj e W V 3 A k PAZ— i-!'. 00 O_Mv' Ono: 1; :adrJvr? v..' W!" 3 hist— 0 oa a I/Y.-(tYp• lion") 3 n � won a 61 M1 o11p6 General Window Sections U Doyughl Daylight L% 3 9/16' Opng, Opng. 3 9/16- Wind. Width Window Width INSTRUCTIONS FOR USING CAPACITY CHARTS: STEP f OFIDaY.�[ na xDPmm oaw PI�SVI[S rtw A aml wlspw orae6. MEP Ra anE6a'e ,suss ,roE i00111*11awlg aw s�e Tsawo .. STEP 3 ttiFNNa Ile rreHOR rArfmr rRatr SldEf 7 Fall SAME ORIP1os. Af•AICWE To A4a11ORS TYrL A a m cvmm ax sH¢rs swo e. STEP! o�aisuATnl w�ian� sr� as STEP Ra laa ul¢mm Yutm nmaws IxlFwelc r¢uw rwu aaRrs ox s vi IT FOR tw Iu� STEP 6 Ir stwnAl Flats srs t6m mane IIVOE rltataeN IaMI1P2lBas rtgl awns at PmT to ��an aa�m o�[Ytaroasmo� Wm+�sw INESal16 aea.lm r11a1 av t. gw0 en ogmw) ut ogrwp Standard 12 Psf Sill Optional 15 PSF Water Dar Adaptors Can not 0a uraa wm lock lypr FRAME AND VENT DETAILS FOR GLASS TYPES 1 d: SEE SHEETS 3 @ 4 FOR CAPACMES. numtw 9Gi - IC HUNG eIND01re APwONAL arOtCs TO SrgaE uN S'al SIDE gr SaC COt1BEtanw6 n' stysw. m swaE nAn tRd anon tANR-aWE aawm IFNNYFD trapYs VStq NNe-po[ aalxn IARwm YwnNi w BrYEIX IAp[R OESn0 FINSIV1RC TROY tErN01a ON MULLION •rOOJK BkL AMPLY 70 DITUB SY91PY. Instollalion Sam" (Refer to sheets S. gk 7for spacing information) Window IYNm g' r moa� �T o� �� 60 My un. FU. -nI(P�' cur, uuu Tws wtdalreT lays gm+ ataem AIa i6Na ro awlvu earl Tle m ERTs REAVA11 "ME rloM\ allprro auE e1na0Ys Nat \natnr ua wNsicwE iae olon. w VOOD gUa6 of OTHEf6. YYST x 01nORro tMOPLAY ro TRYRiO Eaves ro Tte SINKNtE• ENEEDUENr 70 l mmm lum WALL VE @m u r LL oRs�Ro�OR� ANRWNNO O IStON CGatan NOT s IN THESE wwl Afe YOT pw ar 11as AFaRDV/1- A lab OwaTIEH al,96/eE 6 VOID w 01 1 W q M NOOa o1QY. IUTFpVIs Na r OIIr Not IRRRO ro 55m >VIOS. Taw IOSwm�ENls rF Ta iwC rE� wW CODE rtsECTNAl SO51 S4. THE d - b Typical Elevation GA 2)I-N z_� sA 28120 001.1 1 WE; Maui— 1�11 ,. ..-. r .. _c¢Lf„ai ..illtf A � . � �� 'O �) - ` ' ..' -'R, iit ,k � � e i .. p r� M�f��.e;' �� _ ; (�>� k r ' �. 1 .�... .. i _. - xi�. E,S, , �b ' - .,. ._ ___ _ __ ,_ � _ ,o � .. + __ _ — � � _- Y� � .. 1 .r � t y� � � T T �} " t� f. ,, � - 1 V � �' ` . i • � i t � ' r l ) u ` � e� � . i � . L. ...5 i h r^�' �. J � f ♦1 � .� �� _ � • � 'v � .. �,; �- f i. ' Y� � p.' t .. +, � .. Y: � � � � _ __ _ _-_ .. � __. ._.. - 'at i � � � � { i __ "':a.'_.. ry '. '�=,_ � '., Sri' _ _ .. Standard 12 Psf Sill \a/ \"/ If IR (9 Glazing at Insulated Laminated Optional 15 PSF Water Bor Adaptor den net 1,o ..d ellh lock tM ASS TYPES J. 3A 4 AND ]TIES. NOT AVA6ABLE WfRI THESE trslafladon Screws (Refer to sheets S. 6 h 7 for Spacing infoemalion) Typical Elevation 1IeIC pf " M. W05-04 wu �0 : r5 , 8p �yypppp aM� ag� 3Q33Q Bill of Materials # ITEM PART / QUANTITY DESCRIPTION MATERIAL MANP./BUPPIJRR REMARKS a G g_A Y �pp�BBappk rAEd y6 3944 �`�zx �rErm Y�Mab qg YJ g B82g o. alI �fwl�i l6]aT e Y a /n�q� t�$ /� C u Ing oa. [W05-04 Velle�l of 1 W23201NC AS RE00. WOOL PILE WITH CENTER SOFT TIN (GRAY) PILE PVC NYLON ULTRAFAB/SCMlEC0. PROTOTYPE PLASTIC EXTRUSIONS BUILDERS PLASTIC COMPANY CONfINll0u5 AT INTERLOCK 2 CGI-612P AS ftEOD. PLASTIC BUMPER GUIDE 5 B140-4 2 WEEP HOLE COVER 4 N/A AS REOD, GLAZING GLASS VARIES 5 N/A I COMPLETE SCREEN AWN/YEBN 6 CGI-815C @ 616C 1 OR 2 COMBINATION EGRESS LOCK AND MFi/PULL ATTACHED W/(2) /B % 5/8' Fll 5115 ZINC Cu5i0M CASTING 1 O WDWS. 28' WIDE & SMALLER 2 O WOWS. OVER 28' WIDE 7 AH7700 & C30705 1 � 2 OPTIONAL SWEEP LOCH & KEEPER (nplwas clam 6) ATTACHED W/(4) f6 % 5/8' fH SMS ZINC TRUTH HARDWARE OR EOUN. .. 1 O WDWS. 28' WIDE h SMALLER 2 O WDWS. OVER 2B' WIC e Ifi-11—%x-IDD 1 OR 2 ZINC TRUTH HARDWARE OF EOUV. 1 O WDWS. 2B' WIDE @ SMALLER 2 O WDWS. OVER 28' WIDE 9 CGI-614C 2 TIE DOWN BLOCK ZINC VARIES CUSTOM CASTING VARIES BALANCES CAN BE USED 10 VARIES 2 liAiANCES (BAIT OR SPUtAL) 11 CGI—e17P 2 BALANCE COVER PVC PROTOTYPE PLASTIC E%IIiUBI0N5 _BOTH LOCATED AT TOP HALF OF EACH JAMB 12 CGI-618P 2 VENT STOP PJC PROTOTYPE PLASTIC EXTRUSIONS PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS LOCATED AT TOP OF FIXED VENT 14 CGI-813P 2 FIXED VENT SHIN 15 CCI-819P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING IB CGI-622N 2 BOTTOM GUIDE/CLIP AT OPERABLE VENT NYLON CUSTOM CASTING 17 2 CARRIER SYSTEM ZINC CUSTOM CASTWC OPIWNAL — BALANCE ATTACHES TO R 18 N/A 18 _ VENT ASSEMBLY SCREWS S/5 VARIES 110 % 1 I/a' PH SUE (2 PER CORNER) 19 N/A 12 FRAME ASSEMBLY SCREWS S/S PVC _ VARIES PROTOTYPE PLASTIC EXTRUSIONS Ilo x t I/a' PH SMS (L PER CORNER) 20 CGI-382Y AS REOD. NNR BULB 21 VARIES AS RE00. STUCTUf1AL SILICONE SILICONE 3 SILICONES GE-1200, GE-2000, @ OOYI B96 22 CGI-632 1 OR 2 COLIBINATION EGRESS WB LOCK @ UFT/PULL ATTACHED W/(2) /B % 5/8' FN SMS ZINC —. CUSTOM CASING (FOR USE WRN WAIERBAR) 1 O WDWS. 2B' WIDE h SMALLER 2 O WOWS. OVER 28' WIDE ' d v-.. 1 .Fit.. ". �r �i' - .. _. .. --s.axx � a.n ]ss] 600-home Heed 6063-1s 601-Frame bill 6963-T6 802-Proms JnmE 000.1-TB {� �aEp •_1-r2a f.]Ot $ry} Aa d VENT SWES FOR CLASS TYPES 1 & ale 4CC 3 604-Ron` Roil 605�mT61nOck. 8-Norng InOck fi076-�Sjd�ROO 6BB-GIz9• Bend 1 ]2e 1 2] 1 SZa 2.125 2 2. 0 1 1.m _— VENT SHAPES FOR GLASS TYPES 3. 3A. 4 & 4A .238 .638 g r ^ p Z i4 g fa32 3.,34 .� 17 625-Roux. Roil 60W-T6 1'70I� - -1.6l9 626-R.ed 00c0. 80B3-TB 827-Mourn InUck 62B-91Oe RBB 606]-TB 829-012Bead 830-GIxReod W63-Te BOW- fv cia. T ♦ r u iv Clma T S r SA 0 C p yi .135 R a S6 I .Oxa axs�. J gygw.emcuda � Q e � 61 t-wotmen. 6B63-rs 631-wnteroa BBW-rs (L/j'�'Qi/L��Ty(y],W W05-04 yl•:Fy1 o110 " scsssraowu'atrsr anru-,artaQs �ovnw unmua s ac�amia NOUVHOdHOO OOOMYd'lY u � § \ \ W I h Ofi 00: o m im rrya � 8$ o0 1 O w 4 $T 1 S 15 FISa0 s a; Nm�o�N �9. '^ I I fAw>w w I aa1 m OYINO � m UO v�Sw N V �y o �z p m= alb cs91 '9!N 0`9 �@Q r3 �o✓; '� m (i; �l—i>Ne G u 1p3 Nw00 00 ^ a0 V u c ~ Z� O a1.'B 9aa10 -4W ,L/L 9 (C9D b! 06N-90C LPoU -aL ZL LiY 1i '0 'M 133tl15 HLSZ 'M'N OD.01 SHOW W SMOONVA IOO NZO MnH 310M 1V4✓1 WM M lonb3 _ lonb3 3 V O W i4b!a4 'XVK ,OZL 3n�$� NRanr- 9� s�� 2 Q;9ff98�9�9899AS88$ M- ��s1g-°s1- 9s INN Nffliffl a;AB$ ok It �ailk b3'xR�'s�ak� ak iSX�.. SR51R7�EL$SSR:S i I � 1 1 l l I Y -• Ak�SXSGmyy�:Y&N%CYyXY tq;Y.,CkXY&LKCf5 X,Y6L>s a?>;XYfL%CEX�� 2�� SBSSss$ as o S �s,s's"sg'saaas88as��pasggggaRR�gg$$��ss'sRR!�@@8 e e elb e e b b b e o b 0 5 b o 0 0 o a o o a a o b b o e o b b o 0 0 o o b b fib`` 5 b g o g o 0 0 o p o o b o O D g o P W o P 9 P P b P e e e e V to o A P P o ± o b,b e000 o 000 ,4• gssss�as�sssasas-asaeaagas'gaagga'ssgss'tsa'�c�." b b b b b b b sb b b b b b b b b b b b 6 b b b b b b b b b b y yy fib++ y yre N e A o o P V P P P P G ��.. © o I T u T ' u�T T i - TIT T T T- T b .1 3 �'vvaJv �Z, of oiy �t3ayy: B 0 4 Y m m P � O m o m m nCf� ooN S SUoQNp �JJ O mo c3 0 $mom ppp N NF p e DrS F• 12e MAX.t^�. h g zZ �Tn y � eig-ht -^{ im o � C �S g � 8mmd ?A A m e 6 1 � � F Equol Ecual n Z'°25$0 s 911 o N I � c J` om m-s-m '^"1E1O1x n j I /LUMM FICIE HUNG WPIDON (L41.) A4FAR000 CORPORATION- U Cd N7t•ID6N5 & DOORS a�ae am 10100 N.W. 25TN STREET Yw4sion�V. YLWI, Fl. 33172 Tr�.Ros)sWOC ra>rtom>maern m (mU s+�-�fo rue tw51 �-s� wuP^ac noa6-aoa a '' `. w� - a. sr _ c +u ,n var uom o mm+ uocm mm+o ree � r \ r { Ir ;. - ' I .. � j11: .,it� — I�., r{ mac! _ 1 •- f e 1. r 1 r ,f.'�. ,f � }. r r._ • S Cnl},..tl:� .rS 1L. I L..L L'. « t .- j:.r s{ �. tiMyAn 1 � J A.< 1 <I � i - � {u .. I r r r.. �: _"L. 1�1•].. - 1/8' Ann. Glass .090 Senlryglcss or .075 Stomngla. or .075 Va.. or .too lip PVB u I6 - 1/8' Ann. Us" do Silicone �, GE-1200 GE-2000 c 3 DOW-995 a Glass Type "1" 5/16' Nominaf Close Annealed/Annealed , UNEQUAL LTTES WINDOWS (ORIEL) GABON WAD CAPACIIT - Pop DIH9. ppwar u9 ME 1'IA99 ME V MEWINDo► M 11 HEIGHT III 11pan DR.(+) Inc -) w4o tin(-) 24' W' 32' >d• 42• 46' 61• tIM l.7 �• IOOA 151A 1WA 210A 1W0 %I" IWA lane Isao ills 1000 1100 loos 101.E loco IOOo EGA 0.4 1000 1=0 76.2 Ida 1000 1M0 me we IWA Me 3e• W' 32" W 41' W lw (l) 51• 10.0 ItlA IWA 21QO lose t02.2 10011 I= e4A ".a IWA INA as Sao IWA IM0 75.3 1" 100.0 ImA me 0.6 m0A 1M0 24• W' 31• 36• Is. 1m' (1hA)") W IWA ImA IWA 1M0 e07 0.7 1000 12M 0.5 55,6 100A ImA 75A "A 100.0 ImA 60.4 e0.4 IWA INA ]4' SO. 32' ]a' 1N' g4AX,) 66• IW,O INV IWA 1M0 61.7 al.7 loss INA 11.7 77.7 IWA IWA 07.4 01.4 IWA ImA 24• '. 32• es. IN' (us) 72• IOD.O 113.6 IWA ImA n.1 n.t lose 1200 701 70.1 10110 I= Gas 0.3 IGOA ImA 21• 30' 1st' ( ') 75' 1We 1N.0 loco ImA 712 71.2 IWD Me32• ale 6].a IWA 1204 24• 30• IN' " 1a0.0 1m.0 fine 1= CIA I 64A I 1000 I .INa 1/8• HS Glass 090 Sentrygloss or 075 Storrtplo" or 075 Vancevo or 100 HP PVB 1/8' HS Gloss Glass Type "2" 5/16• Nominal Glass HS/HS NI values shown ore Design PSF (Pounds per SOuare UNEQUAL LITER WINDOWS (ORIEL) =1 fall, CAPaQ11 - Pep D01B. TOPlI1tODOt T1P6 '1'GIASI M11 T 11uM XOFJR He01f RrAr) IM.(-) Day.)1tllr(-) 10-1/6• 26-1/Y JT 53-1/6' os• Iy1L) IOOA 21" IWO 21" 100e I35A IWA 210A ee3 01.3 100.0 INA BPA BOA 10.0 IMO to-1/5• m-I%I K lag• tom) 54' IWA 21" less 210A 100.0 0).5 1m.0 WE loos 10.0 l2eA ImA to-1/0• "-f/2• 37• foror OAL) IaOA 100.0- ,Ii' 11M teas 1D00 21U IWO ImA 7L7 IWO INA to-1/8• Z 1/2' A• Ian• Deal.) 05• IOOA 21U IK0 21U pe.5 sob IWA IW.a Ime -1 x__0 55.7 O.7 1e-1/0• 26-1/T us. (OAA) IDOA 2100 Mb 106.E 21" a -as -in- -0 1e-1/8• 20-w 1,- (welt.) I6• ImA a60 120A B80 1DUO im" 12&0 no lo-11W m-1/Y ow.7 N• loos 16.p 1mA -70-0 IWA 1mA 100.0 Im.O 11ot[: tLA55 eO6111 011 AASTE E oN -04 SEStMe. A. RCCUSR) ND FLORIDA, fWANG, DOWNTOWN DEQAA101! STAIEYEM OO105 -0E0-21e Supplemental Test Results for: Air Infiltration - Water leakage Resistance - Forced Entry Test Type and Method Results Air Inflltrnon Teal (ASTM-E283) O 1.67 pef prcvun diferenlcl PASSED ( .0N Ci. / IAIn / SO R ) O 5.24 pet prees.s dMenvNltl PASSED ( .076 C.F. / M;n / Se, R ) Water Leakage Teal (Asai-E331) No leakage allowed vilhaut wolereor adopt. PASSED 0 12.0 PSF with Wa er6. adapter PASSED 0 15.0 PSF Forced Entry Resistance teat PASSED (ASf11 nee & Drees 10) Z o4¢F V � +s is QQC z$ VALUES FOR EXTERIOR LOADS(+) SHOWN ARE MINI e FOR SILL WITH WATERBAR ADAPTER 5M@ g 9M@ FOR WINDOWS WITHOUT WATERBAR ADAPTER ® 9 LIMIT EX1Ef0ORR((+)IlaALOADS TO 80.0 PSF III idth l BdfX+63 m Top Vanl AAV0- 3 Anon 0A rlAh rt 1 7ds1 E 1 O 35Y yy TN. Ute must M Q N CAN a ✓{ EWd to . wonher Nan LA. Top Us vs droving na ,w W05-04 Uneoualr Lite Wince � �" =1 _ __,_ � _ -_,-� - __ _-_ �..14-�.' • 1 .. .. a Y �� i 1' i l.:L 1 „y � - 'fl � �� _ -. ex .�.m _. _ _ 1, - ' .. tc. '-- i I � �c�� i u:., .. ' .. �� ' .. �� ' 1 �. ... 1 v. . � , 1 ° IS_ _ _ i I rIK i i tc � .��_ I t..-�_ ..iT.� (. fh 1:8:a�x:x�x: ax:t;owq:x;cmwx:s ffi e m gag o e o o b b b e o o e o e o b D _ I§� RFo5 ^Qa0< N N N u Z INNm b pQ Bby ? bbRbb6bp56g b'b �beoib omo��'I � m o k;l A bbbbbbW b bb± - 4 i aa; a � she height � m � � � onaln r � < IS u25gm m 0 � w w � m a N 1 1 � � oorn m � gov Ya 8C�C.N O m- Ol D Nfn< Ono w� o 9m d �q yl N ms ms 00 0� ME RUNG Wmm (LQx) ALFAROOQ CORPORATION v1QlNmts e. cwmQucr Rrwr�xExr OR5 ffi DOORS faamaw.mrw: 77Fi STREET MIµ1l RERIQaaysts 37172 fIIL{a.41]mmflt 3-�iBO FAX (JOS) 59}B53] COYy-RN1.\Ya as t I _ r , , r i l 1 y Installation Type "AR w/ 1 x 4 oereled P.T. Woad Bock 1/4' Did. Flat Head Top -Con Screws (or equal) OpOonol Pre -Cost Sill •q Buck bed seobnt (typ) iaclanl (typ) E m O E a 3 1 2' Mtn. �-*T F_7�71I 2 3/4' I 1 x 4 Beveled P.T. Wood Buck (typ.) IMPORTANT NOTE: Wood Bucks must sustain loads imposed by glazing system and transfer them to the building structure. 1/{' DIA ULIRACON RY 'ELCO' po-In M. Fy IW KSD 1 /4' VA HLTI HWIK-CON E (Fe.I W M. Fr.137 x5Q INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONIC. OR MASONRY 1-1/4' MN. DOW INTO CONIC. OR MASONRY DUMMY INTO CONC. OR MASONRY 1-3/8' MIN. EMBED INTO CONC. OR MASONRY 1/4' MA Slur DRILLING SCREWS (01INK 21TM) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Py - 36 99 MN.) ALUMINUM : 1/fl- THK. MR (6063-75 TAN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) A14 W& OR Brlr DRIWNO SCREWS WTO UWA-DARE COUNTY APPROVED MULLIONS (MIN. THK...090') (NO SHIM SPACE) TYWQL EDGE DISTANCE INTO CONCRETE AND MASONRY . 2-1/2' MIN. INTO WOOD STRUCTURE R 1' MN. INTO METAL STRUCTURE . 3/4' MN. CONCRETE AT HFAO, $01 OR JAMBS To - 30M PSI MIN. C-00 HOLLCW/RLLW BLOCK AT MLIM I'm . 2000 PM MN. ;3 Values for Installation Type 'A' apply to the following installation types, with - S 8 maximum shim space 1/4': 4 1- Using lby P.T. wood bucks, min. 5/8' thick. P 4 9 $9 2- Directly Into masonry, without the use of wood Cucks. 3- Directly into a steel or aluminum structure min. 1/8' thick and using #14 Teks or SMS. Structure must be designed by others to sustain the loads imposed a oie ^ 5 e by the window. pwe _ ru- 22 . 11, }Ab �� PYdl4 AtahWAUNo ./4Ii B li W05-04 ._ _ _ sheet 5 0110 Installation Type "B" w/ 2 x 4 Bevakd P.T. Wade Beek • •x Buck bed in sealant (typ) .. 1/4" dio. not head top -con screws (or equal) 1-3/8` min. Wood embed Optional Pre -Cast Sill -i� ml O E � v 2 3/4` 2 x 4 Beveled P.T. Wood Buck (typ.) JI Opdonal Seolam Non -beveled O Wood Buck r (dolled) i v. • r A e p' • .. r r Installation Type based on and penetration any using) x 4 or 2 x 4 wood buclu Buck bed in sealant (typ) —\ • e d e 1 .. U. l u r e Sealant 1/4" Did. Flat Head (typ) __._ E Sheet Metal Screws or 1/4" Did. Tap -Con w _ Fasteners O F 1 x 4& 2 x 4 P.T. Wood Buck (typ) See Installation i Types "A" & "B` for 1 x 4 & 2 x 4 P.T. Wood Buck Styles IMPORTANT NOTE: Wood Bucks must sustain loads imposed by glazing system and transfer _ them to the building structure. JB&JTMADUCIPIMUM InlM1ewCPVWaLh 3/8 ` Min. rg Total Wood Penelrodon Optlonal Sealant Non-Oeval Wood Buck $O — J (dotted) a 1.e e1.r• V RHO I1 aroang W. W05-04 obeel A e11n1 � I � I .r _ a _ Alt ��w,i,v;,��l::,lr!l�lw,�x,�l�,i�� „ ;x■�,4�!|; ■ § � � . ■ , |� § ; Q§§ k■,- ; gli||||;§§@G§§|!� Q}|4 \g)|§G Q &l;;;|§!\/ ' |�\\|`i\��i\i�\i\`\\\`\\■| ,• f`■@ E|!||!||§§Q '!;;§;|;l�;=!■;;_|;|_;||\■| _.__ _ - � 1 '� ,. � , I Vertical Mullion Performance Horizontal Mullion Performance �41U Tributary Width - WI + WT For Window Perfonnonee, refer to sheets J -or 4 2 t was G k For Willm Window Performance, refer to sheets 3 or 9 F. W1 W2 W1 W p g �y ''l (♦14 v I' FH qS'-'—tTZ or SMS --- 0U y M $ n Sealant(lrp)e� IWMultiple Opening Multiple Opening tum(9 nr man w100.) (] or man wNdera) Tube(uncppeaends w/ 1 screw Stan on each side of mullion w/ R w J sLoad .t each sills of mullion i Standard Instailatlbn Kith Load InetAlletion (Mull length =Wdw Width - 1� V V m additional Hobs to be drilled by installer) I' v 4' a 1/8' ink. A)uminlm T Tube Mullion (unclipped at ends; a GGG (Mull length - Wdw Height - 1) tramat abet. TOM— seen W s4m sore ggmat aum. !a® me 81m ® tide ems mow 0 is, a4® sm! slog sms . a os tgal Spain M4.) a WA-) a".) a MA-0 mA4) a Bri aMv aeani 10i a W4-) mA4) a MA-) m 4) a Ant- amx Me0n m<4) a MA-) WA.) a 104-I MA.) a WA-) W Ipa aim 91U W M.\ MISS _ IMJ �ln• W am ]IM 21" #14 c 3/4" FH aa• Sam aim elm v IW Ilal o—i/Y elm SmA elm C Te" or SMS W 4a' ISa.e 21m 91m W 004 Iola 1WA n-I/Y �. IBM 91m 91a0 a CZ 2 J ". W 1IDD 21m elm W - 4a] 423 tla aY 17Aa _ aim aim yo_ 4Y 114a 91m _ elm y 41.1 ass Ma 9Y1/f 1ki !Im 91m G•, W 11m S1a0 110A W ale TAa Mt 11-1/w lam ]Im 2100 0 W Ilea elm aim W .1N MA 4Aa aa-Mr ��. IlW elm 910A W sloe 2I00 91" ac eaa Gas aaa sr Iola aeon Sim la• B1a I0n elm yY �.. Ma... - lea 7a1 sa-lT 101.1 less ala0 W 09A 1N.1 _ alaA sY MA 7" Mp la-1/G' I"..a elm Slm gill a61 usur aim W 1pY no 54A -_ale ] or M7was 1MA— alas C O Y Sr4S• 1ai 1w.o a104 W Ae Ga em ]r O• "A FM Sim S m NO Ga W740 104 a10A Y1• sal 6a! Si I"A o IW s(al e F & € eP SSl Ilia 91M 24'W am ]1A )I.1 IMI/1 tam ]IOA !Im W Bm 1160 Slm b• am ell eJA s4-1/Y W q] IMa 110D W am I... 21M W ill .9D Y] _ a4a sl• eaa 1]m 100.4 4 9 4 C - W n] 1w.a a1M la• D.J 4L1' m s>-IT all 1or.4 ul.l Smimt W 7Y slA USs eHD 4Y 35.2 4iA 4].] "-I/r IMA SAID elm MV 4Y ell I214 talc Ss-f/9• TA Ism a1m Ri'D) W eea 119a leaa W A ele __..wA IN.I a• ma IM7 - 1OOA ]s-i 4u aa) itlD A A w ° a4• 7m um SIOD W NA lava Its! W WA is.l -. -Tau — W Be VGA 147.1 4Y 4" Gm 1la7 M iasW urni9>ID S I g yy I 4Y 4ao eBA lilw ctu mnobYawWmlilodY A J I Y k aY u.l eF9 IWA walismaws WltlGpdw y W05—a �/' eheel B 01 Q S"mos knlAOellon E 4 7? 4 I 4 sm J S? 7? 7? 4 r Eli �i�voEr ik;l!? �E vEe a 'sas� . L' b E' b 'v b 0,01b b b 'v b b b b b �L y W V •-• - V" N»NNNNNNN N N mSS� $N$$b b$$$ $ b$ bb$beb$abbbbbb$E $$bb$ b$$$=bb$bt$' 0 ug bE _o;02111 E2EPS=Y •�oaEel-Y�S$i�E-Yg�.Y.NvB-Y3 Lam- She 4$bcR - L L 'o EN D yy _ D �V �Ehe bt La�ubbgBBaDaos�gbNaE°EE�$b'�. B A$ b J Y Y S P 9 b b L+ O N N u Y P u e b? i E P$ f• 2 8 cbbe$b" bbNocP N� $bbE� blb cb eglb N M Y Y e e b $$$bb b b b;o o'a$$$Pee$$b:'ab $'b b'abobibbbebbbbbbbb%bbe', a, •�5�''�aa'`�Sg''ag5"�a5"aaaa x x s � x �� 9�b$Lb�4b4�b$m�$bEbo$bobbP�� 4oz b PN' S Lbb bbbbbbbbb bb bb bb!$'b b$b$n .. i�� >p �Sbmo�e_ew�E$e�EabggEge ��`� SS o e bEbEbbbboob$mbb bbbbbbbn 8 N�»N»NYYNN»^�q • bo......... P11:$$'a$gBgPgEg$% IleFu Lee i wz �.L ME L I Y � r w sr¢ m;;" :: Rig ' — . 5 � lie WL z( -� a O ALUIUNM SrII NUNG WRDGW (LNl) ALFAROOQ OORPORA7fON ;a 01 5 • m o[i[m ra ac CGI NflHDOW5 dt DOORS [ mm, io aR¢ m Nm 1010G N.W. 23TH SfREEf runt rlultlowav>s /.1 rv. rWll, FL J3172 re�pRn ar•afm rww.uoblamevrw n A P e.. b+ m. (ws) aw-mto IUL (� sra-usex epuP—wr, moy-oue sllot.a' '•ia �;. i - r ti... 1, 1 4�i�•. o ... ..... � . N .i.LL.i.. _ Jj � 1• p•. 1 f a C]r __ r 1 SCANNED MI®� BY � fit. Lucie County DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries I070 Technolo Dri gY ve y North Venice, FL 34275 This N This NOA is being issuedF11app :cable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-200" Aluminum Single Hung Window —N.I, APPROVAL DOCUMENT: Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05111/1 I with revision A dated 10/10/11, prepared by manufacturer, 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. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (7W 315-2590 F (786) 315-2599 www.mia midadexovloera/ MISSILE IMPACT RATING: None 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. 7.`ERNIINATION 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 # 11-0614.01 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MU MM20MECOUNTY NOA No. 11-1013.12 Expiration Date: September 01, 2016 Approval Date: December 08, 2011 Page 1 TABLE 1: Monolithic I C I 3/16" Annealed I TABLE 3: Insulated Glass Types G 118"Annealed, 1/4°Alrepace, 1/8"Annealed H 3/16° Annealed, 311V Airspace, 1/8" Annealed I 1/8" Tempered, 114" Airspace, 1/8" Tempered J 13118FTempened, 3/18" Airspace, 118" Tempered FIGURE A:SASH CROSS SECTION (W(THMONOUTHIC GLASS) MSIBLELIGHT HEIGHT SASH HEIOHT-3-0/16" Oyyo @�@ �0 8@@ Z a W Z LU U Z W K U W �. 3 g ZZg S Z Z Sc, p SASH g HEIGHT''' 7 ro' J1-W9"tnN Gtl"• +ob.V -be.J ++tl.0 -stl,V +9b.L •+e.2 i91.2 i1.2 fU/,tl -V7.& +q+.tl • .& +GLY •G1.7 +ZB.b -28.b NOTES t•,••""'••. `�-,' V2� . W 38.1118"(Equal Llle) +66.0 -02.8 +60.8 -eD.e +q8.3 •q8.3 +46,2 •48.2 +qq,2 -44.2 +40.3 •40.3 +37.7 37.7 +3q.g 34.8 Tlp-to-6p dimensions for Ilange Windo Ns BhmM. Forlln Windows brbuck dimensions, subtract V. 1) USE THIS TABLE FOR ALL WINDOWS THATARE GLAZED WITH IIB" _3y, GLASS (TYPE A),3•g118°. O22•t a� ' Overall sash height. For clear daylight height, subtractANNEALED s FOR SIZES NOT SHOWN, ROUND UPTOTHENE%TAVAILABLEWIDTH O_ Size Lange includes the standard Fra•VIeW(3-m9F2 COOA6Ureaon)krthe given WIOdoW Height. OR OR HEIGHT DIMENSION SHOWN ON THE TABLE. y ;% For oerall sashwldth, subtract 2.15116' 5om the buck dimension. '1'V C'- rrrrlmn`" INSTALLATION DETAILS FOR FLANGE. FRAMES I CONCRETE/CMU CONCRETE(CMU PERANCHOR PERANCHOR '.^ '' OPTIONAL AD00N EMBEDMENT TYP. ANCHOR INSTALLATION FLANGE®HEAD, 13 REQUIREMENT REQUIREMENT TYPE eILL8JAM89 3 EMBEDMENTANI OPTIONI 1/4'MAX 41 27 _ EDGEDISTANCE CURVED HEADER , SHIM PER GUESTRATE INSTALLATION INTOWOOD EDGE •`;/•.; tg 81 10 SEE TABLE B, 2X, SEE NOTE 2, THIS SHEET. DISTANCE THISSHEET. O EMBEDMENT 1Aee' �L VISIBLE LIGHT HEIGHT F41 BUCKHEIGE SUCK I XTeRIOR ® L VISIBLE LIGHT HEIGHT 2.254- —L1N'MAX SHIM TYRANCHORTYPE, EMBEOMENTAND EDGE DISTANCE PER SUBSTRATE, SEETABLES,THIS SHEET. 1 TYRANCHOR TYPE, 1/4. EMBEDMENT MAX ANDEWE SHIM DISTANCEPER SUBSTEETAFATE, 1 SEB SHEET. THIS SHEET. INSTALLATION • OPTION 1 INSTALLATION STRAIGHTH570ER OPTION INSTALLATIONONTO INSTALLATION WOOD 2X. NO ANCHORS ANCHORS DIRECTLY REQUIRED AT HEADER. INTO MASONRY. I+-- 11V MAX. SHIM TABLE B: USE EITHER LATCHM2e)CR INSTALLATION BOTTOM LOCK OPTION (g11).TESTED INSTALLATION UNITLOCATION: ANCHORS e-Me"FROM DIRECTLY INTO VENT END. METAL. DADS APPROVED MULLION, ALUMINUM, STEEL FRAMING OR E IOR STEEL STUD. SEE SUBSTRATE 1'T MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE, PROPERTIES, TABLE S. THIS SHEET. C% NOTED 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE B OF THIS SHEET, FOLLOW EMBEDMENT AND EDGE DIST, SHOWN MAY BE USED ON ANY S1DE OF THE WINDOW. lJ ME VISIBLE LIGHT WIDTH BUCK WIDTH TIRTO-TIPWIDTH HORIZONTAL SECTION A -A Anchor Group AnchortUnd 6e4ate Mtn. Edge Chance Mtn. Embedment A 1/4' 10 88 CMBFIe%M , (A51M O)1-0/4" Steel EMS Screw (G5) FINE(so-.58) B/16" 1-S/8"d12 , 6083-'B min. 3)B" 1/0'. d, Or. 33 min. 3/B" 0.0348 (00 Gar S Steel WE, 1/8'. 1/4" 410 BS CTeteFlex(min. 'Fine(60-.53) 1"15/B" 3.35 hel) V 1" Ungmuted CMU, (ASTM CAD) 144" 1••1/4" C 1/4"Sisal Ullrecon P.T. SWlhem PIAB G e .SS 1' 14/B" Concrete (min. 2.7 Keq 1" 1�8" Ungmuted CMU, (AS C40) 1" 1.1/4" LIMITS. ANY INSTALLATION OPTION I EMBEDMEM EWE �.• DISTANCE :1 INSTALLATION OPTIC INSTALLATION rRS THROUGH 1XL__s.AIP INTO MASONRY. EGRESS FORMULAS (EQUAL-LITE) WIDTH: TIP-TO-TIPWIDTH •4- HEIGHT: TIP-TGTIP WIDTHQ-SS/1S" VISIBLE LIGHT FORMULAS (EQUAL-LITE) WIDTH (SASH): TIP -TO -TIP WIDTH - S-iNS' WIDTH (FIXED); TIP -TO -TIP WIDTH -0 HEIGHT: (TIP -TIP HEIGHT- 7-V10y2 nwnwmM1 mil. (WHEN USED) SHALL BE DESIGNED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RSBPONSIBILITYOF THE PRODUCTRBVI9BD SEE NG'2, ENGINEER OR ARCHREOT OF RECORD, ®romplylecv Ih Owflarlde THIS SHEET. I Bu ldihSOedL 1 3) VISIBLE LIGHTWIOTH OR HEIGHT (ALSO 11111t11 A.pinnw No 1-0 --T REFERRED TO AS DAYLIGHT OPENING) IS �� OIA�. LYNiV 4fl v"i R�WLb I abt Ryvleim: E'InNpn Dab 6 } MEABUREb FROM BEADING TO IMAGING. �cA'�•"UGENSF `�YFP ��F�IT •Ii 10110/11 NO CHANGE BY `1M'MAXBHIM � `•' ,••*:� Mloml PLa wl ! ` • MWeL By: Dob: Revlebnl NOANCHORB ,.;e.,:,l.•. r.;;„t CONCRETE PER _ Nc. 58705 REQUIREDIN IN :. ANCHOR �.O t — DawWptron: :m Brx FRAME SILL REQUIREMENT :•p :, Yo to !(, ;•'� FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI STAT FCORIDP,.• �C�`` 1070 TECHNOLOGY DRIVE mlL: corn 6SS�O ••••• ��C . N. POIQ OXR 34173 SINGLE HUNG WINDOW INSTALLATION 05/11/11 1520 VERTICAL SECTION B-B „ INIAL11111p NOKOMIS; FL 34274 sro. ae.a sLr HLLi pmabp Np RLv: q. LYNN tAILLEfl, RE CERT. OF AVM. 128280 SH-200 NTS 4 OF 8 MD-SH2O0-01 A .,. P.E.deBTee INSTALLATION DETAILS FOR FIN FRAMES INSTALLATION OPTION 5 CURVED HEADER EDGE INSTALLATION DISTANCE ANCHOR (SCREW) THROUGHTHEFIN EDGE m5eucv 1A56" k 1_ L VISIBLE LIGHT HEIGHT 36 VISIBLE LIGHT HEIGHT E2.26t4'31 T- 43 INSTALLATION OPTION 6 INSTALLATIONANCHOR (NAIL)THROUGH THE FIN :2,THISSHEET EMBEDMENT SHEET. USE EITHER LATCH (a 20) OR BOTTOM LOCK (M11).TESTED UNITLOCATION: 5.6/3' FROM VENT END, • TYP. ANCHOR TYPE, EMBEDMENT AND CE EDGE DISTANCE PER SUBSTRATE, SEE 016TANCE TABLE B, TH18 SHEET 2X WOOD, I EMBEDMENT SEE E2. ET THIS THIS SHE EDGE 2%WN DISTANCE BEE NOTE 2, THIS SHEET EDGE DISTANCE 'r� EMBEDMENT 1 1/4•MAX 9HIM-3 L INSTALLATION OPTION E 6TRAIOHT HEADER INSTALLATION ANCHOR (BCREW)THROUGH THE FIN INSTALLATION OPTION 7 INSTALLATION ANCHOR (SCREW) THROUGHTHERN 1!4°MAX. SHIM d10 STEEL 8ELF-DRILLING 8M3 (05) EXTERIOR �: 3 "uL L ALUMINUMISTEEL FRAMING OR STEEL 20 STUD. SEE SUBSTRATE PROPERTIES, TABLE S, THI8 SHEET. E NOTES 1/4"MAXSNIM 1) USE ONLY SUBSTRATE FAPPROPRIATE ANCHORS LISTED ON TABLE S OF THIS SHEET, FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITB.ANV ISTANCE INSTALLATION OPTION SHOWN -A MfGEDGE MAYBEU69DONANY81DEOFTHE EDGE WINDOW DISTANCE -0 — 2)2X WOOD FRAMING OR BUCK, �x �— EMBEDMENT 1-lir THICK OR GREATER. 2X WOOD, SEE NDTE 2, THIS SHEET 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT IS FROM RTICAL SECTION D-D BEADING)TOBEADING,O EDGE DISTANCE r— 1/4•MAX 9HIM EDGE DISTANCE 1/4'MAX SHIM 7yp, ANGHORTYPE, EDGE DISTANCE EMBEDMENT AND EDGE 2XT' SEE DISTANCE PER SUBSTRATE, O NOTE 2. THIS SEE TABLE 8, THIS SHEET. SHEET HORIZONTAL SECTION C-C EMBEDMENT 2 9 —1 INSTALLATION INSTALLATION S `" I �� (t)} OPTION •; OPTION 32 84 —..{�I JR `—�EXTq INSTALLATIONANCKK INSTALLATION EXTERIOR qg V (NAIL) THROUGH THE FIN ANCHOR(SCREW) VISIBLE LIGHT WIDTN EXa+ q THROUGH THE FIN BUCK WIDTH EGRESS FORMULAS EQUAL-LITE)-LITE) MULLION SECTION WIDTH:DUCKWIDTH-3- _ _ __ HEIGHT: SUCKHEIGHT12.8-03/18• OADE APPROVED MULLION, MAYBE VERTIDALOR HORIMNTAL MN I VISIBLE LIGHT FORMULAS IM SHIM. SEE SUBSTRATE PROPERTIES, TABLE 6, TH19 SHEET. (EQUAL-LITE) WIDTH (SASH): BUCK WIDTH-4dr1B' WIDTH (FIXED): BUCK WIDTH-3- EXTERIOR B HEIGHT. (BUCK HEIGHT-S-1/1B")/2 �% WITH FIN REMOVED TARLP P• Anchor Substrate Min, Edge Distance Min, Embedment 2-1/2" x.113" Box Nall P.T. Soumem Pine (SO • .55) 112, 2.7/16" 2.1/2" ■ .131" Common Nell P.T. Southern Pine (SO a .65) 0/10" 2.7110" 2-l1T X .14V' Roo1ng Nall P.T. Soulham Pine (80 ,• .65) 0/18" 2.7115' H10 Steel SMS Somw(08) P.T. Southern Pine (SO - •55) WIV, 1.316" Aluminum, SD63-TO min. we, 118" Steel Stud, Or. 33 min. TV, 0.036 A30 Steel TV, 118" 1111 I MIMIMUM OF a THREADS BEYOND THE METAL SUBBTRAT NN L Mi r�i Raw.ea e • :EP 'I�=� I •'.* i Rewna No. 6BT05 ALYNNMILLER,P.E. CERT, OF AUTH. P.E.B 6870 1 ,ME INSTALLATION DETAILS HUNG WINDOW INSTALLATION Sewv ShW: I Dmwln 00 NTS 5 OF 8 MD J 05/11/11 Anchor OuantiBaa Required, Flange Framo FRODUCr RRVIS60 Mpdmum Wlndp4WUIh se vpmpllhGwkh tto Fledds fe1/B" pb11r 33" 3P 41" 46' 4W BbB'11DBirdihp (bdo Attcleupe No + Seeh HBIph1° Opproup¢A CMroupyB gxmup C CRRroupA OrapmB OrcmupyC GmupA OrcmupKB npmuprcC OroupA OKroup B Dmuprc GmupzA OquprcB gmupKC OmupKA CCmuOGp Orcroup C umuppA Croups G.pp Group A OmuPZB OKmup C SFpirtlpnDwp Ib Ipure A this shepU Zpp a@p ypp a ip@ S@g .asp gyp 9 eg£ .}ae1 ipp 9 1 i ipp 5 ipg a �@p i �yp 3 �@p 1 3@p S �@p ips Zkp 2 Sgp .�■p 5@g ] s@p � Spg y 9pp 2 3w 9 2gp .SNe MI 1 e seat a 3A 3BdIB^ u° 4W BPMB° Br BY n^ 1. p 0%rall sash height. Forcleer daylight height, subtract e Blue range Includes the standard Pl Vlew(3c r4 con1guretion) for the given Window Height "MR" refers to "Meating Fall'-. For overall such width, subtract 2-1611F hm the buck d6nenalon. NOTES 1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION ON SHEET 1. DIMENSIONS SHOWN ARE TF%TO•TIP. E) FOR FIN FRAMED WINDOWS. SEE NAIL PATTERN ON SHEET 1. 3) FOR SIMS NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHE TABLE. 4) REFER TO TABLE S, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. 4 C FROM SEAM / FOR ALL 11 FLANGED WINDOWS WITH �. O EADSR,A HL ADDITIONAL L MCHORIS REQUIRED AT THE CENTER OF THE HEADER. FIGURE A: SASH CROSS SECTION (WITH MONOLITHIC GLASS) Q C CCC 5 ' �u ULl CD I- Z q C IT Q z � Z $u Z F M d z K S C 7' WEEP NOTCH EACHEND 1/8'MWEALED OR TEMPEREDGLASS 90" CORNER FRAME ASSEMBLY MITERED ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS 3/1VANNEALEDOR TEMPERED GLASS ANGLED/CURVED FRAME ASSEMBLY 7'WEEP NOTCH EACHEND 90" CORNER FRAME ABSEM ASSEMBLY DETAILS FOR FIN FRAME CORNERS ANGLED/CURVED FRAME ASSEMBLY FMMEDIMILAR ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL 1/1' NOM. GLASS STACK ifl'AIRSPACE 114-ANNFALEDOR TEMPEREDGL SSALEUOR 31EMPEREALEOOR TEMPEREDGLASS TEMPERED OlA38 TEMPEREDGL SS TEMPERED GLASS TEMPERED GLASS S/S" NOM, GLASS SITE 10NOM GLASS STACK WWAIRSPACE S2 a p MSS < c j Z w J 5i g z GyL 0 �YN S G LU o gg ¢ M c 8 W = c W g O yZ G $$ U . to d�4J gt u � u L5 u � u � u �� i•; ... ... 1/8" GLAZING DETAIL 3/18" GLAZING DETAIL 1/4" GLAZING DETAIL 1/2" I.G. GLAZING DETAIL 1/2" I.G. GLAZING DETAIL = `•`„ S Lei o GLASSTYPESA SB CLASS TYPES C SD GLASS TYPES E SF GLA TYPES Gbl GLASS TYPES H BJ.�` YJ JA y Jvv Item # POT Dwg. # PGT Part# Description 1 2703E 62703EW Flange Frame Head 2 2761B 62751BW Flange Frame Sill 3 2781 62781 W Flange Frame Jamb 4 2713 627138W Integral Fin Frame Head 5 2714E 62714EW Integral Fin Frame SIII 6 2782 82782W Integral Fin Frame Jamb 7 2700 OZ708DW Sash Bottom Roll 8 2707 62707CW Sash Top Rail 9 2739 62739W Fixed Meeting Roll 10 2709 62709CW Sash Side Roll 11 2740B 742740AW Sash Bottom Lock 12 2785 62785W Sash Stop 13 134 666% Addon Flange 20 1220 61226DW Vinyl Bala, Flax PVC 70 21 1002C 71662CW Head/Bill Gasket, Polyethelyne 22 1270 7PAD116 Open Cell Foam Pad 23 2772 72772SHK Fixed Meeting Fall Plug Gasket, Rigid PVC 24 4088 640880 Wstp.,187 X.230 Fin Seal 26 —27-5-4T 72764W Sash Slde Rail Gasket, Polyetheyne 26 1078 7121UM Balance Tsksaut alp 27 Varies per S ze Balance 28 2711 4280OW Sash Cam, Nylon 129 loss 7109BW Sweep Latch, Eno 30 1015 7858WW #8 X.625 Ph. Fl. SMS Latch Screws 31 1287 71287N Setting Block 118" x 112" x 1", EPDM 32 SDURAK316 Duroeeei-311VI 33 6DURAK14 Dureseal - 1140 34 Such Bottom Look Spring 35 Screen Cloth, Fiberglass 38 Dow Coming 899 Silicone Glazing Sealant 40 1625 616268 Glees Bead (118" Glass) 41 2719 62719E Class Dead (3116" Glass) 42 1283 61283E Glass Bead (114" Glace) 43 1253 BVT48B Glass Bead (I.G.) 50 781PQA 48 X1"QUAD Pit SMS 51 781PSTX #8 X1" Sq. Pn Twin Fast SMS.410 S.S. 52 1164 78ILHPOA #8.15 x 1 LH T ]nfnt Screw Eno 63 1186 781LHPDX #8-16 x I LH TwInfast Screw Eric (S.S.) 64 78XIPFTFUA #8 X I" Ph FI ulcut SMS 55 7BX1FPAX #8X1"Ph FI- Stainless Steel 8D 118" Annealed or Tempered Glass 6i 3116'Annealed or Tempered Glass 62 IW Annealed or Tempered Glass 63 118"-1/4" Air-118" An. or Temp. I.G. 84 1I6"- 3110" Air- 3116' An. or Temp. I.G. �-- 2.000" .007" ,800" T A01' .BB2• 1 1 "NOS FRAME HEAD Doe&TB ALUMINUM .DOD" 2.oae^Jl Eats^ ".era• � Deo°y1 1.12V L .030- 2.000' OINTEGRAL FIN FRAME BILL 6003•TOALUNNUM .0e2" law .oe2• 1A1P OFU(EO N.EETING RAL 80E3-TB ALUMINUM 11 .000' 030 A00 .060• 1►— 2.11' —� orFRAMESILL B"'Te ALUMINUM .239' 0ez^ z.e0o° z.o0m II eoo° t�— L A02" J 0a0' 1 1•� 1.1rN +� .m0• j .Bar" 7.000" 1 Ae0 T1 .eTB• 1 .01W J .050" e INTEGRAL FIN FRAME JAMB 000E-7B ALUMINUM .Ij'ocou.--.{rjI1J.� �J S .1e" .0ao° — i Are° ( OSASH 910E RAIL 10 8083•TeALUMINUM /11111111 .C6NBE •,•• * �i N0, 6e105 sloc Q10 l0of tl i '� SSIOIIINIP�; ALYNNIAILLE0. P.E OFLANGE FRAME JAMB BOMTe ALUM NUM 1 Na the?- L --{ 112' Ate• T SASH BOTTOM RAIL 0003•TOALUTANUM OINTEGRAL FIN FRAME HEAD 60e3•T5ALUMINUM rltr'►'BlT7—Bj'1�-iIIIII .OB2' ICJ IB• r— OSASH TOP RAIL eOO-TSALUMINUM .00a° 03B Ala' 0TV 1 .oe —i 1.,,. -a 8a ASH BOTTOM LOCK FAIL SASH STOP 11 0003M ALUMINUM 72 80B3MALUNNUM CERT. OF AU6L #90290 R^vWd DaKra PART DETAILS 1+- 1.1BT oeo• .Baa•�T ADDON FLANGE 13 BD03-T6ALUMINUM PRODUCT REVISED oa oo 4OMwld, 0w Florida D"WOg Cone Aawpeum No a" InU9nDab - l6 NBp111 oPr 01 J ROSOWSK ISINGLE HUNG WINDOW INSTALLATION 106/11/1' NTS 1 8 OF 8 SCANNED BY St. Lucie Countv MIAMI DARE bIIAtlIi DARE COUNTY, FLORIDA c PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONO'51IC RESOURCES (RER) 11905 SW26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (780 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) vw.miamidade.¢ov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 SCOPE: � '' This NOA is being issued under the applica le 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 (AID. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) andt 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 ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Seties `TGT" CIipped Extruded Aluminum Tube Mullion- L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 01 through 25 of25, prepared by manufacturer, dated 08/29/11with the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 No. 13-0815.05 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 Jaime D. Gascon, P. E. NOA No. 14-110301 MIAMI•DADE COUMrY /�s �sr� Expiration Date: May 26, 2016 Approval Date: February 12, 2015 Z� ti�tS Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underpreviorts NOA No. 1"819.05) 2.- Drawing No. 6300M titled "Impact —Resistant Alumimmm Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01129/15, signed, sealed and by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Ai Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 51h Edition (2014), prepared by manufacturer, dated 01/29/15, 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. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 50' Edition (2014), dated 11/03/14, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, conformance to and complying with the FBC-2010, dated 06106111, signed and sealed by Anthony Lynn Miller, P. E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06114, signed by Jaime D. Gascon, P. E., Product Control Section Supervisor. k re aime A Gascoh, P. E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26, 2016 Approval Date: February 12, 2015 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Report No. 14TL,6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No.11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Suhmitied under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda, P. E., Product Control Examiner. (Subiinitted rider previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-081.5.05, issued to PGT Industries, Inc, for their "PGT Series Aluminum Clipped Mullion — L.M.I.", approved on 11/31/13 and expiring on 05/26/16, Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26, 2016 Approval Date: February I2, 2015 E-2 DETAILA: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHERTHE 9TANOAR00 CUP YSE METALLED MAYSS C-- METALLED aTRIEME. a 4 EXTERIOR I ' SIDEVIEW FRONT VIEW RwwON SEE SHEETS 31LO CATIONS E LOCATIONS L]60'MAYFOR MM=10" INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO. 2) OUANTITYOF ANCHCRSAND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLYON THE ANCHORTOANCHOR DISTANCE THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS AU, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HE%HEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL. SEE DETAIL C. SHEET 6) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMBDADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114' B.S. AGGREGATOR MASONRY ANCHORS, DETAIL B: ..LM1X MULLION ATTACHED TO IX euCWOTRP WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) ATTACHMENT SYCTHEFS, SEE NOTE I, SHEET 1. II e II 1 I 4 G I I • II a 11 I I 4 Il • a• a EXTERIOR a_ E03E 4 DISTANCE FOR MASONRY a APIS IFOR ANCHORS MIN R.T KSI CCNOBETECRCMO I" , SIDE VIEW EITIERTHE G° OFFSET NULL W CMAYBEBE INSTALLED THISMxls METHOD. TYP.ANCNOR ERaussTRATE, SFE T/9If81B.16B BUCHCTRP AND / ATTACHMENT BYOTHERS, EMeE MEN;' 50E NOTE 1, . 9NFEi 1. MIN370ICONCRETEORCMH FRONT VIEW No. 58706 T4 'n-r _ FL DETAIL E: DETAIL C: -1 uE•we MULLION TO MULLION ®� INTERSECTION NOTES MULLION DIRECTLY ATTACHED TO p-� MASONRY STRUCTURE MULLION L�oollk� (U-CLIP) 1)MAY BE INSTALLED IN •TEE'oR•CR0.9s• 11 $ (STANDARD CLIP SHOWN) INTERSECTIONS. a11 vM EE2) MAY BE INSTALLED HORIZONTALLY�Y4 (SHOWN) OR VERTICALLY, T9.ANCHOR go PERSUBSTRATE,3BEE RRESPBAW IS ULUEETB21.23 jvat TOP VIEW FORCORRESPONDING MULLION. =CUI,1 11 I T EORED6MASO RDISTANCE MUWDN = F- 1 AISXORS VARE9t� J IIWI EXTERIOR / \" M M ¢A N81 CONCRETE OR CMU FRONT VIEW MIN2.PNEI CONCRETE OR OMU SIDE VIEW FRONTVIEW EXTERIOR \Y EEESHEETS21.9 FOR ROLEUO VONS EDGE DMTANOE SEETABLEM, 1BdSB SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHE INSTALLATION NOTES: STRUCIURE IVP.PNLHCR I) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL Be BEYOND WALL DRESSING OR STUCCO. A pla9ueSTMi& TABLl31!-IOE 2) OUANTI OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION !� \�EEE A THE ANCHOR CAPACITY INBASED PARTLY THE ANCHOR THE . +;ORRE TQUAN LOCATION OF ANCHORS MUST ED, REFER TABLES ON FOLLOWED, REFERTO THE TABLES. THE FOLLOWN TO ;OLOWING D � roLIOWINO SHEETS. FOR DETAILSA-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. SHEETS. FOR __ 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEIHEAD OR FLATHEAD. MULLIO 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. / 6) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1N' B.S. AGGRECATOR MASONRY ANCHORS. FORSTEELSTU0S THINNERTION FRONTVIEW +e cAANOCOMPLWIr WRH1NER SU MDE.AMMI000 SACHEa MUM USE ATTALIUB'M BYOTHFAS. EXTERIOR USE WOODANLNOR8PEG9 NOTES, 1) FOR 2X WOOD -BACKED STEELSTUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS &M. FOR QUANTITY OF SCREWS. SIDE VIEW 1 !s'`4 'AS'PNAL 0Nv A. A &NNMILEK P.E. FL P.E.9 68705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEEDETAIISA-E, SHEETS 2 AND 3 FOR INSTALLATION y� TOVOIRCSUBSTMTES. EXTERIOR INroWOOD, STEEL. ALUM, cm OR MASONRY EXTERIOR SIDE VIEW SHOWN WPM 1'X 1'X.126• MU LION 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 211' X.1217 MULLION. 2) SEE TABLES 184311 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FCR HOLE LOCATIONS. 3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: I DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) NOTES FOR INSTALLATION OPTION 0 S H: 1) USE 2 ANGLE CLIPS PER MULLION ENO. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL 0: SEE TABLES IEMS FORANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 169 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS L LLLII III" �,. 'IOENSF'•. ,tcq. Tt No. a7o5 OT $ATE 5.%•(V S( N` i ONAI. E . A. LYW WER. P.E. FL P.E.N 58705 TABLE to Mullion Capacity Table be18 C DnInB Ynam foneNcelyaperti muWora)or Opening Height for[Idwta07epa1Mlg mummis) Spin Nw ]Din to In MI. INN lob flaw INS, 1x2x.126 PeelenptY �ne6FFro$$ Rep'mup. Lmaw Reelery Y Lm ana RgdMN0. u,fta PaWalw wenw lin" Ioaw R'hunn wvanp 7"W', U.dn, W[WptlY Lmaq MNmN4 Loan R.Wpinr I.Nftg itIpmnq. Lewin, MNApilY Loan, Tn Iftna. wnaw mmw nr Lmd, fiprmew• Lmaup R.%w donna i4p'flnw. Alum.Tub Mullion o 8�gg ytle �' yp 5g qp � Lp15g yp pp Sg gtlry B$� yp� (5� py 9�$ gq yry � Lp] gg qe � yp sg qap'$�} gp 5g qp �' yq 5g yp $�$ qF, 5g gtlq'�B}' LF,d (g7 UHy 9p, qg yp n y�q Sg pq � pp 0yy 1p7 yg yp 1g�I pq � {aLmano {0p gg yy I2m 111.0 la 1ID.5 5f] 03.2 400 115.1 325 70,0 40 lots NI NA 4a 101.4 .0 a.l 4N 1a.0 310 50.0 Ia Ia.O 310 M.0 100 1a.0 110 ]B.D 405 1a.0 310 35A Ia Ia.O 110 Sew 719 312 a3.a 2N 02A 312 73.4 202 0.5 312 07.0 a0 10.0 312 032 240 414 312 61A a4 31.5 312 01.0 244 311 312 01.0 244 seal 312 61.0 244 N.4 312 W.0 211 N.aM In N.I 201 70.0 xa Nf MI 61.6 =0 46A MI 55.7 =4 a.0 241 311 M NA MI 0.1 2M 31.0 251 10.3 210 M.0 301 40A 21e xa ]II 10A 211 N.0 301 4¢3 210 Pin m.a 24T at0 2a 4>0 247 40A 2N SIX 247 14a IN 32.0 a7 IIA 1N 242 247 39.4 Ia 2a.] 247 30.4 103 21A 2A7 3M to IaA ZIT Md IN tat 20 30.1 103 Nw NA 2N IIA 1M 32.0 20 M4 to 21.4 30 31.6 10 24.0 1N 31.0 1N 21.3 NO 27.1 IN 10.2 2N 25.0 151 I&D 200 20.0 IN aln 1.� "A 15I aA la 27.0 %al NA IN A.? fall 20.0 110 M.7 IN 24.5 140 104 lal AS 144 I¢0 151 Rid iN MI. MA IN 3P0 142 24.0 IN M.1 130 M.5 IN AA 1a I0.0 IN ]tA 1a lain 22.2 IN 213 IN UA 130 10.0 I'd I&D Ia IL 110 IS in la.0 m 1¢7 IN Ia.? IN IaA 10 Min 17.5 11. 16,2 IN TA., in 10 -__ - Anahor CO vel TabI01b0 Bubwla ].iY 4xIYe MxL nu HIXIWaA11 FY!.Wu Pi I M.lvl AnDhorCllp Pattam, ANwrTypa Nfr0c.UmSon 1I1•EboUennm NIVEN. MM[N Y10'E Nbwo I/4.2ke wonw Vf OB It" A20mwtm NIT Eft UOm[m I11•88 Mn ANmNbt 81081e11 eeml (ON 01261m1 3[m.Y(05) al2StW 31.105) EOon munnuol' 4 24W I' 2•tYf Sfla' 1' 2•iR'WA 2' Par 3' O.b' O.a' ¢al' EmG}nm11N1', 11Y' 1•LP 164' iSP Y trill' 41/P Id11' 1.1I1' Y LUY 13R' Mtln2Nhnnlit IE'AIYt 0.4IBYMW e'IXetl pip Flp.tF SHIM 3NRI ISOI MIN Ial IN 27012 2NIwIlb Olw 311 W. 11 b 0.WIo. 4 ArcM® f.W Mh Y.G I.Wlu<(p 60.e1)CBp (Fb.]F 4NIW INOe WA WA WA WA 2NIWWA WA WA So IN Mi. 11201E AMrtivO®a'WnO.0.I Q1hDA'gk Npf/Fb. i3 iNIM ]n00. a01b 15NIw 1N005 .DIN EO]IW ilBlb MDb ILMIIu MIRS Mllb IINPo.2Arn"QQAV".QGIugly, min.l2s•Arvm. :y.4F WA WA WA WA WA WA WA WA WA WA WA NIA IM m. IA.WlFC3 .St IN2. 'IV" =51pv 445IN BM Ne 135IN flolev IarIM N2@5 4M 1N 11D IG Mllb REIN 2MCM2 1.15• howi,g1 .m: 21DIw 3WW WA WA WA WA 'Nib.WA WA WA .I w. II21b EN Ia NOTE: FOR THE OFFSET CLIP, USE THE SAMEANCHOR PATTERN ANDANCHORVALUES AS THE STANDARD CUP. FIGURE I: FIGURE2: TABLE NOTES• -, 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. 01 SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. FIGURE3: ANGLE CLIP MUST BE USED IN PAIRS, FIGURES: FIGURE 6: FIGURES: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 600Y1`5 AND BEA MINIMUM OF.126- THICK. STEEL STUDS TO BE MINIMUM GRADE 33 AND.046' THICK (1S GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125• THICK AND A30. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 010 a 012 ANCHORS INTO WOOD MAY BE STEEL, IBA SS.OR 410 S.S. MAY e ANCHORCAP._ N0.56705 A LYNNMILLER, P.E. FL P.E.# 58705 Mullion Copeolty TablBflutfl1 Opanin8Wl61h(IarwlmV.GparBmrrMOlaw)Dr0 MN MN YOln 1 PDX, fining Haight I win 1 (for IOr[Nna em11D mU0aw7 1001, 1 MIA 140M Into 1 x2 x.A16 R%M1IDWv LOMre TOp'NW Ie361ro R,augou I.A." Tegrllep LWW Cuw we, T,.,fTdm. LNcutI RMXw.r LNOXXX TnWfly LwtlW u.. Wer rcemre inD'rNrO. LeMro lgo.Ifa LmOOp 1 Illuulm Lta,Bre RCOpNNm LVMre y}Mq. LONIro RaaluyWv Tuft INprNry Lp Argo RcluVAY lowncl Thp'r6iN L v willaun A I I 1 fall 111111 11 1 h 1, fln 1 1h h I'l 1 la I I'll 11, I I I21p 1}00 ON IMO 433 161.3 M] 170.0 478 1]81 ON 170.01 BOB 113.5 Dal IWO SID 1WD N'! 1a, 617 W.6. 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"GURE 1: FIGURE 2: TABLE NOTES: 10 1) SEE SHEET USING ES AND SHEET 26 FOR INFORMATION ON LOADING. 1.000' r-- • SEE SHEETS 2-4FOR F RI GENERAL NSTOALLATION METHODS,N 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENING WIDTHS ISALLOWABLE. FIGURE& 3) MULLIORAND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DWIENSIONS,WN SEE SHEETS 1-23. ON 9HEETS 21-23. 2.000' • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSSHOWN FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, L ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 376' CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-BO. WOOD SHALL BE PRESSURE -TREATED FIGURE4: FIGURE 6: FIGURED: r YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 805346 AND BEA MINIMUM OF.126' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046' THICK (18 GAUGE). STRUCTURAL STEELTO BEAT A25- ORS INTO METAL CREW THREADBBEYOND HEEE8AT 410S. 1'Xr%.3T8'MULUON THE MATERILEAST AI pO6tl72 ANCHORS INTO MAY BE STEEL, 1B8OR 41SS. LK TO AN THE No.58705 ;* FL \ o D m • • o • • P "" O m m m m H A O N O y T m m 9 9 y m 1 • III T ME c P m s m • ® m • y 2 � g • O 0 Oil <WR N mN m0; r mN cm T yAm �^ mmC m m 0o m S NmCm� r�miOh Z pmg % My y iv0 a S� OyOA�'TO C�C m 9 ZZ CZ C'O0 'mmrr, s A mm Emmym g.mE3m my 0' iiys O �2� m g9 rw y i yp sc�Fn 0 0c3o i n Ai O ypo2r 3�Z � -IN O oz oA �OD3y O00 D m2 3 mCy0 rm v'+ m N u K'-i>OZD� 030 D �mo go 8m }j c wmNii� fO�o o oo v z qq1 6�y mA mL yLn m m y DwOZ yy88 A�m�'2 i3 O M m N �ymmr SA %O T n tnyCmm� o 00 3 m ��zag zw zm > 4 A y�AC ym 2 �foy--T11 v'� o n g�atai�n� FmuO��, S H° zD O OpnOnzDr Al Jf A Oy AZ�Z�Oy�T inn $�^f�Ao3gD gSsS$A$ c AA � - yA`FJ N f.`o_I1 I�i1N@�O rO9i �vmcao0n c mDmmaAm�E K - mZHOy ZME qfGOCT NZ y O T 30gmi�ii 2 3 nOmA 0 �zmg� i CD IMPACT-RESISTANTALUMINUM TUBE MULUONS 1X2.75 X_375 MULL SPECS m 7 N/A NIA 6300.1R as mo nraaxv m r ua.�or- om er. wa R.. 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MdmCgadY sG _=Y E V _�a_ccBtt wa.a am - e WSa1L W[ry m.� 9 ^� C C s�-= a g E .. Mer cs•.�s aA2 E L i m C E wpv.aprl -_ ras _ - --oae -e Nw9 L a E_ - _ E a MW CvpedY R•aer w•) e' � 6 P e e .--. E F- Poet CKee]f d4 V _avELEEo'a og= -M.n..e�aY e� o � Y_ f a e- a P.rtPlLs+dY s� s 3 - _ _ m L 2 = MfblEYml ai a -1 P .. wp:.elMl - m ---e ao.a7 Se'a a Q �eamy _ a � E_ E o_ MmC�eEy v S m_ o V S g e � wyv1N (2x) _. E E _ i e o 2 Wlle amp S eae b b m+m9 fi q3 - Ma>aN x e _ C S 0 E Woe LapR} u � --i � •'n = MW � 4 9 0 e s__:_ ^m s MtlwLL•eiJ S m$ 41 S Z e-Y " - - MWCweb sqZ e_- E E E Nufm dp2l y E. e b L e 'e - RePdvl �) Malllon Capacity Table INAl7 Opening Moth (for]ANNl"penNrO mUllaM) or Opening Haight (rorfpOxantelry-eporvBlp mwlanc) ON Mh TON ON ON IMP IAN I/ON full 2x4f,28 amW.ylu ltep'SIW. logn0 Re<NnppM LwBnB mepmMA. Load, Pulup6v W,&j, Tnp'fAmi. LoeCm P Aalgier Tnymen0. RecWOYu TnplM•p. IwOW Pederglel Lwdnp ilepfdln0. R<cWpdu beP+q TieplXenA Poelupiu LwOnB TnPTAelp Pulenp0ee ltWnO neplf6u-0. lwOr[Qpl um aMullNnTubO p$UMW �� C�' {j&Ladq tl O� {G(,LaeQpA@O a 0� p$I b �$1LwMO4 � '� ll $gUMW $gLmMp BM 110.0 1>5 IAA 7M 1}0.0 116 1i0.0 6S tI0.0 ES Ii0.0 0% 170.0 l0 IAA Ill! R0.0 NI 170,0 IMD '1A0 031 110.0 tIM 1n0A MI R0,0 1N0 f}0,0 BRI 110.0 10W INS lS R0,0 NI IA.D 630 IA.O eft t]0.0 0% I70..0 MD 170.0 IM 170.0 MI 1MA 1275 I1A0 6A 170.0 HIT 1MO BN 1}OA 17M 170.0 No 1700 NO 170A 000 ITO. r12V0.0 110.0 Ni 1100 NJ IA.O BS 1A.0 611 110.0 10M 1t00 S{ 110A 110! 1)0.0 i% I10A 1N! 1A.0 }b t]0.0 N01 dA.O 1M IIOA U% IA.O lug IAO]0% 1A.p 1N I10.0 get 1100 iN INA 7% 170.0 012 IA.O 0M 170.0 01 1704 till 1104 IN INA 1%0 IMO ON 1710 1{M IAA SA 170A 1501I 6N IT" NI] 170.0 MI (Me 3%I 170.0 M1 170.0 2510 170.0 NI NN Into IM I70.0 761 170.0 1S0 D0.0 701 170.0 1240 170A $70 IAA 1417 INS 011 70.0 16W 170.0 S% 170.0 1711 ISO I10o 2126 170.0 1065 170.0 21]0 1]OA ISM INS MW 170.0 IBM %in Into ON 170.0 N5 VIA 1110 110.0 1N 170.0 13M 170.0 NO 1704 IIM IA.O 1018 I704 1073 119.0 IUA 170.0 1659 tM 170.0 %31 170.0 110 Im.T 2NJ IAA 1171 145.1 2Nl 1I0.0 1111 I' SON 111.0 174 11D,0 111 110,0 1111 170.0 OS INA 1OM 110.0 IM INA I06 IA.O IBM[41.9 RN 1709 11M 170.0 1%$ 1210 170.0 %M INS RI! INA 2137 170.0 12M 132.0 ]131 110.0 IlM AN 11A0 I= Me MI 110.0 1l6 INA ADO 170.0 11M 170.0 IIM 170A 17M 170.0 INS 1013 170.0 1311 IU.0 2120 ON 143.6 21" /TO.O IM6 12C5 21M IAA ION IM2 21M 1700 INS AN 170.0 Jim IAA %7 I70.O iNO IAO ISO flag 15A IAA I2M 1A.0 IMI 170A IBM ION VIA 1421 111A 100 IBM U&S ION IBIA INS 1At AN INA IM3 no AN l5v tell 760 BOA 1161 IAA Wi IAA IMP 110,0 1110 170.E m11 INS INS 170.0 fM2 1}S.0 1M0 Jul IA.O f1}I MIA 1M1 16%11. IMI IM 1U3 NA VON 1]B0 1411 BSA INI 11/A 11M NN 11A0 1]30 RAO IIN IM.1 IWB IN,O il0 A1A 110E 11A0 11A0 H1,1 iWa 13L1 111E 11M IIOA 11% W.0 IJOp 1141 A.5 1300 MA 114 MA I310 M.7 1103 MA ISM A.r IDS Sin 10,1 122E 101.E NN 122A AA 121.0 INS 103A INS 111.2 ISI %.0 IMI m W.B 1oA 11A 121E 1016 81.4 INS M2 SJ 62.7 1=9 6e.i %7 41 IBA %.1 SO 1SN 03A 071 NSA St1 See %I M0 1% ]I.0 Oil 7/A MO BI.D 11 i7 M.1 %1 M,e %1 el6 A.1 %I IB,O ]1e J1A %1 IAO ill ]2A %1 ID.B Al IIIN 05.4 010 07.3 NS US Ail 41.0 B10 B0.1 010 i0.0 SS ff47,27W 02p IW 010 N.i lM I1.1 BIB 51.1 III ]Ai BIO 11.6 ]61 SC1 IIO I0.3 112 31.3 010 3I.1 Mf IAIn }/.0 iM AA /f0 %.0 lS 01.E iS e0.0 iS ee.e Wp 1A1 8N 1M /{A 011 11.1 iM o5 8N 01.E iN N.O MS l.0 iM ]I.0 M1 2SG iN 21A ofINN //.] BM NA 001 N.{ BIB 3},O IN 6L2 6M 31.E 10f 2A1 IN 81e Rl.l 00 21.E OA 'i.0 0/ 16.E 6M 1A6 MI lie MB 11.2 150 0,T Oil IOA 10 TAPI C I•113 AnchorCe ael Teble Ibe Wb IK 2MPN[MO ].6kCKlt U,IV FlJ30UAV GTWWI 61tlw MtDm1A!' AodArCllp Pathm• &WINNUMN N-EkoUMeon bIS MI. USNIS. Ylw• wMIImm b4.".U0mm� 111•BS Eko ANIMIRd 016•EkD Ulocon UI'83 Mm AMOUNT •IO Metl Stnw(0) MGMBiEelml StWNO StM3lftl Eam PneK60nY 1' 2-VT t• I 21li 0415 1' -w 1' 242' T 6111• T BID- au. I O.BN• Fmda11W 0 13V• 1.A' 13'I' 1N1- Y LW' 41/Y 1-1/1' 1-iR' i-04• 117, Y 1-0'S tAS Met 1 t ®IiS MIM1O.GI NABpmOGe D 10.1Sg lee DJAI he Im U410 900 2WW 0t 110m SI Ht a wet. 'NID3 Mlm M. I Archon®1A3'MN O.t I1lomN dUee11C BB MIN loft WO01 14Mft IIN III IUA ON IIA NMN IIIA OWN IUA NQN e 0 MftnIS 11• Mir, O.C. I SimMnl Cr61 CI .1. DO Me ONI iM 01 IDuft IIIA IUA m-M NIA melt IRA WA IVA Ni2ft /AKM• SMIn.O.C.I 26A %C0 / 1AOl 1 m &0 b] IS%ft ISMIN 010 0%ft IN 1801N ]M I% Smft 13Wft N20f N BAKMn ATIAN.PE.IP 216AWIe / I!AIDr 11AIm If000f 9bYe ]6N Iw a OI ]q14 I1. 41N IN 11221W ISMIM MWNB TM21b AIVAn >AKipn 1.]I•NN.O.P/V ,NIO.ItS AMI. (IN IIN YA NA IVA IIIA WA WA IIIA WA IIIA WA IYA IIIA eArcmn®O.M'lIN.O.PIU ,NI0.13PAJM.OU1' I-I11.1.1 tIN IllA N/A IYA 11q IIN NA IIIA IUA IUA IVA IVA NA NI ]AN fABe ]N01 TONS 112W IW Emft NIA NBIN go, WN lire W11]I ]AKim 1AI•MN.0.El IC .1 YiN wet. ]MIDI %]IN IIA IIIA Soft NIA NOIm IIIA IYA IYA 611RI Ci.I .PnMQPTI'.IIP IICFTNF.CGIIFAMO.W1RnA pNNAmn A61nwnpUAIIIFCAATMFPTANnAFnO.110 �t THE EXMSYLG OIN bhhLI 3V. (FROM IT WILL WHICH .ANCHORCAP... THE -ANCHOR FIGURE is FIOl1RE2 FIGURE 3: FIGURE 4: 2.000' IlSOUla0Pm0atl Cbmrol N • • • • • • • • TABLE NOTES: ` \\\II111111// T BLE SHEET 1FOR INSTRUCTIONS ON USING THETABLES AND 9HEET 20 FOR INFORMATION ON LOADINQ SEE BHEETS2A FOR `AL ON • • • • • GENERAL INSTALLATION METHODS. ��';"�\CEN Be.. FIGURES: FIGURES: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • i 0• _ �' No. G0705 • • • • SI MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS21-23. HOLES TO BEORILLED IN •260' THE FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.2J. FIGURES SUGGESTED, APPROXIMATE HOLE • • LOCATIONS. �� •. �i J$ i,(V� STATE FIGURE l; FIGURES: FIGURE 9: FIGURE 70: ANGLE CUP A)SUBSTRATES: CORMTO $HALL FOOD SHALLTOACIB01SPECURE-TREATE YELLOWSLLOW GROUT-FILLEDCONCRETE OOF0. KUNIT...........FLORID?:' : • : (FIGURESfiE ALUMINUM SHALL BE 603-TSAN SEA WOOD SMALLBEPRESSU STEEL STUDS TORE MNIMUM GRAEWITHANSG OF0.55. '�� MUST BE USED ALUMINUM SHALLRAL STEEL TS TO BE AT MINIMUM S'THIC•THICKSTEEL STUDSTOBEA METAL SHALL EXTSANO.OE'TNICN(18 2'%a•%.25'MULLION N i EA R''P. IN PAIRS. THREADS BEYOND THE MATERIAL. BEAT #12ANCHOR$INTOW OD ALLANCHORS IN70METALSHALL EXTEND AT LFAST39CREW A. LyNiJIMiLrLER, P.E. THRFA05 BEYOND THE MATEft1Al. p10 8 pi2 ANCHORS INTO WOOD MAY SE STEEL, iBE S.S.OR4105.9. FL P.E.p 5S705 MU111011 CAPACITY TaOIo eW 0 onlnE Waal((0ner80alyapalWlgmNiNn) a Falling "eight (for h0tlmr2e2]'WarTllgaWOna) 501n 0In 701n Win go in IWin 1201. 1401. Ialn 25 O 2,2D RM&NM [ L.Og 1n ao l(sO�BagpW mM LLLaaandis L$ga]angO LmangpOi�} lggoOAgeq p l5go.algyp Na helgyp gap LLudingp0 wing Tepm ludo, 4aNPA, L5ggangpa T,pIIeW. want RMNnyler npIMnO• WXgaenq,, aMuli ppFFgpqp {5{gp9gp[FT {b rEa B$ yF L57 g6 g5 Y$ g5 y6 y5 qS ®5 k5�LoOng pp 1]b Inc BA 10001 NS 1M.0 144 110.0 I70 117U O 6M 110.0 BM 110.0 S10 1710 Ilia 1140 MI 110.0 1210 1i0.0 521 I70.0 IIN i10.0 NI Inc 1705 170.0 521 170.0 ION JIM al Lab IMA RN 17U.o SN 170,0 6W DOO 6U 11U0 OR.0 n0 170A 1133 1MO nl 170.0 1273 Inc ST1 170.0 1417 170.0 am 1M.0 lm 1W.0 5W Inc IOn 170,0 an II0.0 Mn 11aa N0 M.n6In 170A 747 1140 Na 1?" 6W 170.0 031 Inc .0 N1 ILOA 110a 170.0 >23 Inc IUS 110.0 111 Inc 1404 170.0 1N 170.0 1103 1100 ]a Inc MM 1M,0 7a 90A M21 LIDO 2N Nln 1710 10 D0.0 612 IAA ON Inc at IOU A IN 170.0 1275 170.0 IN Inc 101 110.0 07 170.0 IOU 417MO as 1704 1913 17U a61 IM.O Val Inc act Inc MW 170.0 Gas O21n 170.0 N6 110.0 IDI 170.0 10a] 170.0 707 ❑U .O 076 170.0 1417 170.0 IN 110.0 UN g0.0 Wa 1716 1T11 .170.0 10W 170.0 2123 170.0 No USD 2111 170,0 IOU Ina ism Inc 1a7nln 110.0 BN I10,0 116 1M.0 Ilia DPO aW 170.0 O JINQI,�,tRO NO iTO.0 INB 170.0 ID1S Inc IOM 170.0 1076 1TP0 INS 11U0 11M 1ID.D 2111 170.0 11N 1710 2al I70.0 JIM 170.0 M76 170A Ili, Win 110.0 01/ 11U0 160 IID.O fIW 11U0 BN 110.0 o 1002 170.0 I6N 11U0 Jim 170.0 170 170.0 11W f7P0 INS 170.0 1210 f70.0 Ala 17" 99 170.0 2@1 170.0 UN 170.0 3117 lino Ilea72In 170.0 ION 004 Wa 1700 1WO IID.O 10W 170.0 10 11M 1T40 LIDO 170.0 IRS 170.0 10U 170.0 1315 170,0 2125 170.0 1067 170.0 25W 170.0 VOO 170.0 2076 110.0 Ism 170.0 UM I700 Ism 101n 170.0 11M 1T" N7 170.0 ISO 1TOA IWO 170.0 O IMO 11D0 IIN VOA tan U0.0 Nib 170.0 101 lMA M0 17U iW5 Las MO2 170.0 JIM 170.0 SNO 170.0 1N1 110.0 nU 1710 170!lab 1r0.0 I51 410.0 On 1M.0 1MI 17U0 Ilia 170.0 ,O 12M 110.0 1N2 D0.0 Lass ITOA Mn 170A 1474 110.0 Mn 110.0 IOU Inc Mn DoO JIM 170.0 INS 170.0 1711 170,0 MN 170,0 ITM Win 110.E 1225 170,0 11N 117oo IOU Inc 10W 170.0 ION D0.O 140 170.0 2125 1T0.0 10W 170.0 2301 170.0 170 170.0 MV 170.0 lets 170o SIN 170A 2125 19.0 3413 170.e N73 INS NIS 170.0 2Nl 00b 1ID.0 Ills 170 1M.0 IIN 1104 IOU 170.0 1M1 170.0 2M1 110.0 i1M 170.0 Ma 110.0 10n IMO 2637 1700 ION IMU) ]IW I10.0 MN 1M.1 3120 16UO 24M 1MA 31W 181 NM loll 1M.0 16N 1013 in.0 IN1 1700 MSI 170.0 1070 170.0 26W DUO MM INA 2761 110.0 Mil 145.3 Mal 101,0 ]an 10.8 Mal 140A OUT la.n Val 128.0 MN W,1 Mal like FIW Ili In 170.0 NM im IN0 IM.o i1W 17oo MW IMA fOM 110A Ml 170.0 Via 151,E M71 1MA M16 IN.6 2W0 asks Mm JIM MM 120.1 210 n.0 ]W] 111.1 21M Us MR MSS Ma In 110.0 1771 IncINS 2126 1M.0 Is" 161.4 MU 162.0 1201 1331 M52 1/1A ION JIM MU 1MA UIX 10.1 =2 115.1 ION Got M52 WA 1672 g] MR N,0 in6 n,a MU IIA Las IN In 115.1 DN 1N1 1a.1 11M NA 16N 01.5 1407,781 INI 6P7 ISW 60.5 ifiN /1�4 11M -WA INI n,l 136a Ud 15N N.0 ISM IIR IN1 /0.2 iW5 S0.I I. NA 1,11 TABLE 13B no o Ca 011 B66Ibl 6u nle: .7A CnVRIe RAh CMO. W.WU I FVIMWU W[.N HIM Anchor Clip PatternsIIIN[M ANNrrypa M@EM Nlnton IMEWUMMn UIVEke yl6•Eke UINaA Ill-EIG NNSN U,Sa Eko AWloaelo[ WIVCoe Uumm 11P 08 Unt AWNG.W FIOBINI Bamn(n73[n[n105) 0128MI 112611 8[lex(05) ENa NeNMe L 1' 24W 1' ]Nf VOW I-EWA 1' 2-In' T S11C Y 0.15' GM' 0.2]I• EMLMaa: 1�1- INV 1.39' 1-yl' T 1-IM'MIC 1d11• 1.111' i-ife T idle' I -we NNI 2AMAdn 4.IFMN,aQi6IRMMUNQDMap -q.16 k NOM III 1ni ] UOIN IIN 2MIbeN IN 2401b, 3741W I e NaW 341 IN 121q 6n 1,IN 4AMMn 0 CW MM. QG I BooNo WIMMoP W4 MEN IWM TOM UNIN 02MD1 N01NIN Halt 7401W straits IMIN N2M N5M IIMM O Anton 01,11- MIn 0.0. I61OON6M02N0 COO Va. IC 11WIn 14M IN IOIOIN MM1M WA WAWA ON IN WA A WA 1N21N 1DOIn MIOIN I Ant" 0 T Mn. 0.0.1 Ra Nl ADS VAS IIFq, 61', Rain >WIN IN 1SWM IOAIN NO INWA 1WIN IBM IN 10NM N21N Sol 11201N OAMM W4MR 0.0.ID'hBAryb aql Fq Bl'. into IN 15aM 1]VM ]IWM Bin IN 1 MWA LOAM IININ JimIN RiNI IN3M 1170M YGon. AMY q'W IIfy.TSWIM, 2101M 1NOM VOM WA NNWA ISWM WA WA WA MAIN 2WIIN WAIN •,11.01.N•Mb.0.0.lUdl.n11.n6'AWmRN, WA WA WA WA WA WAWA WA WA WA WA WA NN IlWlbl NOTE: FO lu'F0p0.N•Mln.o.C.lUglp,AWm.Fq.O:WAWAWA WA WAWA WA WA WA WA WA N/A 0a1 toe2AMMaI.N'ALLv 0.0/FLUp ffq.lO]nIN ]W&1 IWM 6nlN 1618Nf ]!OM ]N N, IIDM ])IIN INI6F NBPe N11N Il lb NOIN SaR, Ia9u 'A!M 13nIN WA WA WA 6NM WA .WA WA alM 0a51b If10M ./9D• � R THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUER A9 THESTANOARD CUP, TABLE NOTES: FIGURE2: FIGURE 3: FIGURE 4: FIGURE 8: FIGUREG: FIGURE 10: FIGURE It: 1 SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLESAND SHEET26 FOR INFORMATION ON • • . . . • • . , . • LOADING. INTSHEETS ERPOLATION FOR BETWEEN LLLENGTHS INSTALLATIONMETHODS.OPE. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOMR OPENING WIDTH915ALLOWABLE 8000' 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACTDIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 8: FEUREI: SHEETS 2143. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANOIE • • • • • • • • CLIP CONCRTEBLOKIT(CMUHALLSHALLCONFRM TO A301 SPECIFICATIONS, HOLLOW BEPRANOORTITEATLLED (FIGURES 4) SUBSTRATES: CONCRETE UNS ALLCCNFORMM ACI301STM SPE0.0 WOOD SHALL LLOWAND GROUT -FILLED • • • • • • • 5.7) YELLOW SOUTHERN PINEWITH AN SG OF 0.86. ALUMINUM SHALL BE 608346 AND BEA MINIMUM OF.126• ED BE USED THICK. STEEL STUDS TO HE A MINIMUM GRACE 33 AND.00- THICK(18 GAUGER STRUCTUR PAIRS. AL STEEL TO • • • • • • BEAT LEAST.12W THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW PAIRS. THREADS BEYOND THE MATERIAL 9108012 ANCHORS INTO WOOD MAY BESTEEL. TM S.S. OR 410 S.S.ION . T%s Mu1Dry *!- N0. 58705 P.E. TABLE 14A Mullion COPACRYTR1,10 libMWI •malti'apaMlg Opening Width (for mIIDone) or Opening HolBht(forkd mGIIOW e01n Win 701n Wln Win 10M 1W 10 1401n IWIn 1.20`x ZIA' P%WryuIV Pip'IYVy long W.'NV ImprO Toprr" Im6Py RWILgM lcaeop Npffg O. 1m91�ge` Nw.1na, Lo#ry TapTlaq. I 4 RSIi03UIV Lee6ft To"no, te"M Rest p L.*4 TIBIA N. tm6'M RxlVplel Inatug0p TyYnluy. Le6aW PMmp11V lncuq hepldiry. Rm0W. 1npram IwmrO x .1 ube Alum Tuhe Mull $gba21N U yypp 1g9� gg yp � M9�� 5g yp � 15�T qp @}� p5 ye�'@�} Sg qdp pp�gg 5e� pp� 5g yp I05 5g q0p �' fgl L8F 5B {e � pU5 5g qCp q5 yb�� gg 50! Sg yq C3� pp�Sg qp Qgwcuq %0p SH iq�� tg'tntlW +0p sg tg� $$� 0p 5g q!� g$� 421n 1N2 SW 1157.01 41 1W2 1 00 140 412 10M0 IN 0¢1 6m INA 411 W1 6A IXI 411 IXI W6 IIXI 411 MI 6W MI 441 SIX 030 1NA 411 4&1 6]6 IXI Mi am as 4W Ino N] Ne 4W e4.7 ne e0.0 YN WA IW J1.4 317 n7 4W ?of 315 43 ca 7&J J14 443 4W nA 314 NA 1W T&0 914 Me 4W M N4 W61nJ N9 61.8 NI Mt.2 2W 46i No US N4 41.2 NR WA 24 M3 N] W6 3W 'AA .8l W.e N9 N.T 3N 0.6 N3 NNe" 14.1 'A7 WJ 318 W3 Per 4" ]W U.4 ]le W.S 2W 377 313 Me NO 39.0 315 11J 349 2&3 NJ 4Li 213 N] Ne 1&1 ]13 ]IA ]1B 40.1 NB WN1&e 2N 6;1 210 41.] 3W 16.1 2f1 49.3 J4WW.4 2f0 ]0.0 239 91,2 2W NA 3N N.9 .ro4 2AT 359 ,3&1 3W Me 3N N2 Al 1T.i 359 322 201Joe 20J UP NI 42T we 41M 20 %9 IN N.1 1W W6 T 10 get 2N 31.e 1W 33t ]N 294 1N 21.4 III Me 1N 17.6 2N 269 1W 13A 231 me 1W 144 2N no IN 213 39A 1W 31.0 213 397 1R M 96 2l2 ]O 3T0 ti] MA N3 ]6t do t60 N9 2x7 1W t50 21J M219I 1J.3 N9 YLO 1W 1fe 213 220 1W eI 20.0 179 W.1 1N no IV Pal iW 244 119 ILO to W3 1O 10.0 in fe.T 146N N.3 181 MI 1W M3 te1 2Le 137 17A 1&M1 16] let 1.0 1N23A 1W 23e in 166 1W 12.0 131 1&1 6 I2n Anch C9 ¢I Tabls ba Srnik 814 le 271 (NA[RIJ cpR. Mfoecmu I R[MCIA11 PT utll Anche rCllp Patterns A¢OYType'. y16•EkOUllnkm 1IC CIt0U9ntW Nie•Eko III.. yIB•EkoUMeOn Vd'EkOUMrm V4'SSEk6 AOg6WIY MIs'Ek0 111M. V4'9S Eko AW'O x031ed uew(4J)etlww(OG x1201m1 912&Iml erlew694) Egpm419me0n1 1• vw I I' zw I b12' I Y ll,r I e' I 44Y O.N' OM Entk un 144• INV 144' WII' 1' t•111' 1d11' tell' 4W' M N. 1•U<' 2 14I 14Y v31m Mann YMIn.0.0.1 216A Re'. ] IN N01 1N I e 03 0a WA iW We 1m m 1WLm 6W Na amlb 14WIm TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1UREt: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CEO, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN FINE WITH AN SO OF 0,55. ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046' THICK (18 GAUGE) STRUCTURAL STEEL TO BE AT LEAST.126' THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 410 8912 ANCHORS INTO WOOD MAY BE STEEL, 18E S.S.OR 410 S.S. =ANCHOR CAP.,. FORMULA TO OBTAIN THE P N3.50705 Y 3Y�a A. LYNN MILLER, P.E. FL P.E.p 58705 D m m m 3 u D w w C C yOB y m • m • m 'L S+ • 3�5 cA ^u9R m ale y • e E_ E a s L� a y m r�s3E 8 a � o88Y- e n H88e c cesR g C yA�n�� Txu y m� n a s�No m - y:.u+-+o.mz z cite^ s As c�$ oma r? mr0 tm z m H_ meBQi ' p>CO Zx nO CSC O Oy n P ZwVZZ mph s A- uu- �g yOve �Oz-iA yz0 0 wy Y.".SYeBo Pe DD mmmn� Z mL $$� n'e g� ODa�cy T- �ysm - Ai Dy >Oyeol_ = m SZ zyy $e 3 i�cyin 0T00 �i - - p� (� S� 2 v 6 O O �OOOr Z Sc a ='+')! F-.BOA �Ov F zi cae:a' oymF"y3yo3 xii Q m ;p3merO mpa O r+m E� =_ S EjAzi pt>i30 Or D>i�` Dr vz �n iw D vm • $ o � yn Z 6 w u 3w oo. 'o wr mii==E $ T�� T M>m A A_ 3 � xon rT O m-Xi^mp�[T� m191��11 T (n ,qfG m ZOmpD yX z m �m S_v bem 0p0pw0 n>>n O i YSE yDY � 1 `L 9g pA rON p� 8 SC o�yomF i� ry-o 'z e$c��goI id iny�mm� F� o 0 gE 8 $ C ICp Zm � �1 DOouR m ei: P 3P� mi m ZO $ 2 pV� i..- ZO N% m� zD ui•'pm pti S eb�w�m; ppe eQe^'a== i=K _�o_6cy59n nnm ga n tiD il�n p O �ynO Z X DT;Don �SfA O AE.D �g 33 mm5z n3 ap fr m T/1 mm p,tinq DO m omvj0o o.y°?`c I u �=m>mfc�m� m 'OzMmzz o� +^030-+3 Omj y Olri z O K ABemgo £) 5 L2 5 1++ ++q 5 A ��OZiO 'fir/i i 3P �g'pJ p C z IMPACT -RESISTANT ALUMINUM TUBE MUWONS 30 DEGREE BAY MULL SPECS WA TWA 6300JR 79 )ma navnar mar I� ma+nar. wa of mn nv.: x eH•£ R.iu3 JROSOWSKI 10/10/14 NEW MULLS TO SHEETSET am=c oFum)sama Mm l�ngN �aa � S 8 8 Y Y dii 43 +� �Y e ee �ma�a S@g 's _ wem=aPd4 v- N� 8� e �mi)r'ammH 6 $ asv'a a'sg a E - � b w = � 8 � 3Gf35zsBvlgpWa� tlko€s8S$s n a"5rmnaae�a�Q �- $9 e e 6 � v 3 ma's �� 3 s C E 4 '-' favmm wV n n m 0 -• v g b ^ R n Y b b iu m y u leenal�ry p 3 8� B 8 S a 8� C L E S �mP•) e g 8 e �� 8§ 8 - •� _ NSLu4�b of - e g o y 3 g pp-i - § S. 60Gmie9E�,n,.vuP ��^'°'4' 6a - w worry gg 3� B 8� Y" 8 G L C S •$ e,Ram �sl eEM>gu�gevemmw v mmyr�r - B N�a'g-e$agge�� 4p tluOlmgN K q Rim m G Q c> q a= o � e 6• r`+ "eff E'agmsg`$es&esas��,�e"�es b -�'i y v e e e e Omr�A� s� �m m s e e � Y e o` o _ 8 �� _ as m e F S P S -• P r 1•� C$cTJ P 3cM'cf mss`$es�em�`xgrL�„•,�.agV sx_g aaQs ov Y£�$ rwrres�r �� s rLWM�) G m�va�6_zb_ex�p�c�r 8¢ a G m� v Y x �- � S �� mr9y3 d o $ S - � S Y e PqunO b�. gb o 1 $- B a }8� b b eQ 6 u i a �. uu' m me�egb�Y�B�$mv m r Q q 2 F1 - S Y_ L 8 F" qua 8 g' R-' v g c 0 8. 8 S S -m. 8 rtWm.trm) x -- any_3_a 'Y Y m - - w•amtmg m 8 - p mrtmt4wry w i E e lavml 6 b g e L m 'moo m L 1l6m Opacry p F u a '.mi � QtA� �� e g S S g Ys S o 8 �$ � L' •-1 '_• FbiBCON�) $ e � L a y a m m D m r m si • c • c c ., ®� D m �n m • m :ma 5 T PW oar r r r" aaw a N 3 y • QYS �$ �{ • m �s33' c a � s ti 0a +r Mo vg i m� m O y IZsail�xp jSim my3 eZ Nm r$$^ d y Py Oy.1 NOZ m2 o g$ o T ml 9 N y 4 @ •f CmD OT2 N4 ��C .• iP �Fcmo Ny3 y� mo SE�:� 9 ' p -cg CSC O Oa azNgiz cNior S a- s� m9s9e» y�'D�mm�m m22 2 yi9 S£8 µa $ed 2- D�3T omp OD2yZ�ND 9m0 T �2 Dmy _ m -, y=igr apt Nm ��+v - C O p Z, DO - b `Ly03p00 k0 3 z 6 - OaIZIT Wa aN.OT 02DO yry0-I0IDaII 1n ON $fie" •i i o0 om D 33 Ono LZi mo _ _ D3yuFO>0 m0y i xg is e m t -mi23 (1 p30 N �� : m DrO�- mN 0m y�a N3pN ZOm O N E'v -'�Y S seF:3 $ mi�fm�lOy NaC� Z Foamy Rm Np•$0_ aS p y Dsr $ p�o�" op o m CC e A 0 AA Tb m 3S$24 �4 mti NpmF Nxm y g e:'''e NNc^'fn� Fi � p y��Ap ZT y� 2 rya 2m 0 0 n$¢ •Fn Co 3 m rON�'F uN o s�0 a:� pm O ..S Oil ti zor YS"�sa^ �3�•N�cx Y"gL:�iE yy y0y3nn OD�C O n ZN �09C9m�9m g9, 2CDD.y 0 Om 0-00yy02ryny2 X D aaK�S�atN D C z �''=i'r—ir L`mmO CDz yarmma O.OS 0 moNpy ODO R-91m D�f CymS y tiro a E 0�0 30Prmio� 2 s�io�maog n 9zCj z v zZ;o DNS N z. ❑ s IMPACT-RESISTANTALUMINUM TUBE MULLIONS op 45 DEGREE BAY MULL SPECS ' G ' . = "'� smrs WA sew WA rn 6300JR 2 ron - m.� . -... y� � '� mm+er. n s JR .roc n rvt Hams rornniur))O�` JROSOWSKI OB/L9H1 B ..Qanr �. O JR�OSOWSia 10110M4NEW MULLS TO SHEETSET aearr. oF,.urn•zrme �t 1-1.000'-I 1.000' r-- 1.UD0' r --{ 1.000. 1.000' Izs .125' 2.T5U' 2.750, A26' 3.1 M. '125' 3.i 3w 2.000' .126' 2.000' LL 386' 25' d75• .3T6' '1 SDO r 7 7 T r i-XTX.I2SMULLION 1'X2'X.37SMULLION V X 2.75' X.0T6' MULLION 1' X 2.75'X.850' MULLION. 1-X3.12WX.f7MU1-UON 1.25' X3.15a' X BaS MULLION 6003Ta ALUM. 9a83T8 ALUM. 6063-16 ALUM. 8W345ALUM. BD63T8ALUM. 8053Te ALUM. %SECTION X-SECTION X-SECRON %SECTION XSECTION %SECTION STANDARD CLIP .375' MIN. 5.17 MIN. 1yj--.126' II 2.125- '0690TOLALUM.IF O -SECTION .12YJ- - 4 .740' F CREATE FCLIP, SEE I MIN. DETAILF.SHE94 .33W MIN. I A A I G•DLIP L-------j 8043.70ALUM. TOPVIEW STANDARD CUP 5053T5 ALUM. TOPVIEW MIN. i i I I I OFFSETCLIP 6063TB A(.AM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WRMNTHEOASHED BOUNDAAY.SEE SHEETS317FORTHE ANCHORO.C. DMTANCE.MAXIMUM ANCHORHOLE DIAMETER: DIAMETER ♦ .11111 1/1C. TABLE B 2MANOLE CLIP e093T5ALUM 2.000' %SECTION L .125' � .376'MW. F- H- __ __ __ NGEC 200 A-76 ALU IP B069�T5 ALUM. OPV.EW CENTER BOUNDARY. HOLE MUST LIE WITHIN THE ARCHED SOU. DICTA CE. AX!MU ANCORTHE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 4 1110'. Mull Dimension (shoat 4) POT Part # Mullion Bid. Clip loffun Clip U-Cllp Angle Clip 1'XY'X.128"(6) 68605 686113M 6861116M 606243M M11M V XT X.375!'(6) 606" ONI14M 6601110M 668244M 666.612M 1'X2.76"X.376"(T) 66607 666115M 886112CM 666245M W13M 1" X2.76" X.85M (8) SEWS 666116M 6681121M 858246M OSOS14M V X3.126" X.50G' (9) W837M 6601116M W61114M 666242M OM15M 1.25'X3.100"X.265"(12) 66841M W61117M 6881113M WU41M 666516M 1.26'X2.WX.12W(16) 1 65370 WA WA WA S68517M NOTES! 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THISSHEET. 2) SEE SHEETS 6-20 FORSUGGESTED, APPROXIMATE HOLE LOCATIONS 3 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. TABLE A Dlmonslan Value on)l For Mullion; A 1.025VX2' X.125' Aluminum Tube Mulon B 2.B54 C D 0.805 0.740 A 1.126 1•X2'%.376' Aluminum Tuba MUlllon B 2.404 C 0.635 D 0.480 A 1.075 P X276" X .376 Alumlnurn Tube Mullion B 3.000 C 0.757 D L11B E .450 Min. A 1.312 VX2.75'X .650' AIUMnum Tu� Muillon B 3.000 C 0.478 D 0.WS A 2.000 VX3.126' X .500, Alum Tube Mull B 2.837 C 0.883 D 1.137 A 2.626 1.25- X 3.18W X.%5'Alom Tube Mull B 3.282 C 0.BB2 D 1.702 A 1.813 1.20' X2.11" .121'Alum Tube Mull i No. 68705 1.260' 3.250- .100' .10 - .no- 1- 126•X225'XAw MULLION 8W&TSALUM. X-SECTION 30.OAY MULLION �y I 8083-T4ALUM. GAL XSECTION I n 4-X.3/6' r-MULUON BOB&TB ALUM. %SECTION { --1 .827 H -1 .820' H^ 1.25•X&25'XA24- 1.2VX3.2PX.624- MULLION MULLION 800S175ALUM. 1140546 ALUM. XSECTION X-SECTION .375• MIN. r_______� I I I I I I I I I I I I 1 I I I I I L _J I I I I I r------- 1 I I I I I I I I I I I I I I i I I L J .22r-T 9 � 228•J .asr-I NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEE SHEETS&20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 3) SEE SHEETS 2.4 FOR GENERAL INSTALIATION METHODS STANOARDCLIP 6063-TBALUM. TOPVIEW OFFSSTCLIP 006&1111ALUM. TOPVIEW 740' I 2.16' 2,00. USANGLECUP U-CUP 8002.T8 ALUM. I =46AALLIM.CTION I X-SECTION .126' iR6'� L CENTER OF ANCHOR HOLE MUST LIE W 1THN THE DASHED BOUNDARY. SEE SHEETS&20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER. Via'. I 376' CENTEROF r__________ I ANCHORHOLE MUSTLIEWHHIN THEOASHED I SOUNDARY.SEE SHEETS 5-20 FOR 4 M5ANCHORMO. DISTANCE MAXIMUM ANCHOR LE I I DMLETTER: ANCHOR 4____________________ DIAMETER HI18'. 22 U•CL P 0 00ALUM. TOPVIEW TO TABLE C TABLE C. CONT. Dimension Value (IM) For Million: I Olmenelon Value 0n For Mulllon: 0 SUIT4 1.000 .126' Numlwn Tuba MuOI n F G 0. 2' X.8R6• ANminum Tu6o Mullla H I 2. 000 IN 1.IJ8 J.2 0 F 3,187 v w X .N6. A.I. Tuba 6 or F 0 .B2S 1.1R8 1.24• X3.B1' X.82/' Aluminum Tube Mulllon 0 IN I 0.767 2/JD Koo H I.fi00 3200 F 2250 1.28'XS26' X.100' AlMnilwm Ma Mulllon F .B1J JO•Be uN O H O.760 TWO F 2.876 /S'08 Mu3 I 3250 Mull Dimension (Neattl) POTPert0 Mullion Bid. OIlp OffeetcapI U411P Male Clip I' X4'X.1Y6'(to) 6938/ 6881I1M U81122M 868241M BBB818M i"%4'X.96'U1) 06010 BB0112M 68817231 88814RM J8891BM 1'X4•X.37W 'r(11) SM 088112M 8391123M 08324RM B;B3195 I.W X3.2V X.V0'(13) 201M eW1127M 688112/M SIM 10M SWUM 1.2T X 32W X.624-(14) 20161 OU1128M 658112610 86020M 0MI16M UVX1S,l-X.624'(IS) 0102 030111TM M1126M SM411A M517M 30 De9re0(19) 80649 WA WA WA BJB5110M 45 Dance(20) 08850 WA WA WA 6B83111M 6L�Q.30 LYNN A!/lY��iOi VCEN...... EP No.58705 '* ;�•.,�s 19�5,;�, 'r,S70NAL E4� A.IYNA'WILLEVi. P.E. I TABLE E Mull Dimension 1 PGT PuAd (ehoetit) Mullion I Sid. Clip I 17•Cllp An8le Cllp I-jl—•125" JA -�{(�.125 �T'W X.25'(1B) BU0S 668281M 680271M 8685112MrXWX,25'(17) 66604 686282M 608212M 6665113M STANOARDCUP SCUP 2XSANGLECUP 806&TE ALUM. b033de ALUM. em6 UALUM. X4ECTION 2A25%SECTION 2.000• XSECTION ON TEg:1) HOLES TO BE DRILLED W THE FIELD FOLLOWING .126.125' L .125' DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5.20 FOR SUGGESTED, APPROXIMATE i�1AA0•-� HOLE LOCATIONS. 1.480' 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. In � �--2.000•--y T X B'X2S MIIlLION em4 TOALUM XSECTION DETAILF, I 3ifi' ET� MIN. I I I J STANDANDCLIP BW8 T5ALUM. TOPMEW ,375" I.- OEEDETAILF, 3T5' MIN. F-e.A FMIN, I I I 1 I I I I I 1 1 I I I I _�_ T_ I 1 __1_ 4.BbA• I I I I I 1 I I I I I I I 3.43E N! ND.58105 STANDARDCLNL U-CLIP 2XSANGLECLIP 60am6ALUM. 403;BALUM, BOBYTBALUK S'.PL TOPNW USEDFORTXWONSHEETI7 TOPMEW 7/ONORAIO- ALYNNM[ ''PHE: � P,G•.E•\C�,I FL P.E.058705 EXAMPLE 1: SINGLE VERTICAL MULLION `SCE 9EE PENESTRAnox oEMILe. PRDWET eN2Ei9 APP0.0VAL 24 2' MULLION LExcTN ^ DETAILS S$ HESTX24 N NOM'ENOR9WN'MWVl61ll I 32-- 31 —F— 1 M0WIDTN EPEMNDIVIDTH EXAMPLE 2• MULTIPLE MULLIONS THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH 182-11V. THE OPENING REQUIRESA DESIGN PRESSURE 0F+80.0/-80.0 PSF. 1) INITIALLY ASSUMING THAT A 1- WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72-AND THE OPENING WIDTH IS 32 +32+1'-BB'. REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABUS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+BO.W-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE, FROM TABLE 3A. SHEET 7,THE PX2.75'%.37W MULLION (LENGTH =ID', OPENING WIDTH n70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS A50.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET B. THE V X 2.75-X.650' MULLION (LENGTH a 72', OPENING WIDTH - 7W) HAS DESIGN PRESSURE OF+F72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF MO LBS. Z) USE TABLE 45 TO FINDTHE ANCHOR TYPE, ANCHOR QUANTITYAND CLIP TYPE REWIRED FORMS WOOD SUBSTRATE. BOTH THE STANDARD CLIP VAV (4) P12ANCHORS MDTHE U5 MOLE CLIPS NTH (4) 012 ANCHORS HAVE A CAPACITY OF B65 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUGiS USED NTH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLYTO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE RE UIRES THATTHE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCENTHTHE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AFENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/-B0.0 PSF. TH`p OVERALL MULLION SYSTEM WAS DETERMINEDTO BE 72.7 PSF WTHAN ANCHOR CAPACITY OF 036 LBS.ALTERNATIVELY, THE ANCHOR CNPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USEp TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 00 PSF: (BO PSF)%( B3&LBS )=524.BLBS (MAYBE USED TO OUALIFY 010 STEEL SCREWS FROM TABLE 48) ]2.7 PSF THE BUILDING SUBSTRATE 13 KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER ANO SILL. THE W NDOW FRAME DEPTH IS 2-SIB', THE OPENING REQUIRES A DESIGN PRESSURE OF .50,01.65.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMINGTHAT A 1- WIDE MULLION IS SUITABLE. THE MULLION LENGTH I9 92'+12'H'=105• AD THE OPENING WIDTH IS 36'+3611- r73'. REFERENCING SHEET 26. THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR AMULUON THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 2-LB'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF L60.0/-55.6 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1' X2.7W X.375- MULLION (LENGTH. 100', OPENING WIDTH a SW)MEETSTHE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE 15 +hi5.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 10. THE Y X 4'X.2W' MULLION (LENGTH -106', OPENING WIDTH .8W) HAS ADESIGN PRESSURE OF+F04.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME ANCHOR CAPACITY REWIRED OF 071 LBS. BECAUSE R IS NOW KNOWN MAT ME MULLION WILL ADD 2-T0 THE W DTH OF THE MULLED UNIT, THEADJUBTED OPENING W DTH IS 33v36'•2'=74', NOTWAS PREVIOUSLY ASSUMED. VERIFYTHAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING, ALTERNATIVELY, THE WNDOW WIDTHS MAY eE REDUCED TO MAINTAIN THE WOIMENSION (35-1R'+35.112 X2'43 ). 2) USE TABLE 120 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR WE CONCRETE SUBSTRATE, IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE W WIDE. IF THE MULLION CLIP WARE TO BE CENTERED WITHIN THEW, CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. ....— e,.n,ewnuI-aeann TEeenu 4urunxA AVIAN MOE DISTANCE OF 2-1Q'GIVESAN ANCHOR CAPACITY0F 1060 LBS WHICH IS GREATER. AND BECAUSE THE VERTICAL MULL WILL BE A W %4-%.2W MULLION. INTHIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULUONS. ALTERNATIVELY. ANOTHER MULLION TYPE COULD BE CHOSEN. ! 1)THE MULLION LENGTH IS 30'AND THE OPENING HEIGHT I; USED. FROM TABLE 12A, SHEET 10, THE 2-X 4-X.250• MULLI REQUIREMENTS FOR THE OPENING AND MAY BE USED IN T) 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR OU WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WT HIF (4) SRO' ULTRACON ANCHORS AT AN CODE DISTANCE OF 1' ANCHOR CAPACITY OF 521 LBS. TRAPEZOIDAL TRIANGULAR LOADING MAY BE :SSURE OF+/-170.0 PSF WOCH EXCEEDS THE FORTHE 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12D FOR THE U-CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REOUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS. THE ANCHOR TYPE IB A 012 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +1-04.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 3e HORIZONTAL MULLION ATTACHINOTO CMU; .1470.0 PSF FROM THE 3B' HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS+/.64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OFTHE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEMTHE LOWER DESIGN PRESSURE, OF MU W ONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE NTH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. `,,I'G'p( LINN Af/( •�/O ��:' VAGENSF �! No. 58705 IS L� ATE F Fmi EVA � 16*%fl% *I -` LOADINGOFVERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAI. MULLION LOADING OF HORIZONTAL MIRLION SILL OF W9NDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION P P, PW LOADING OF VERTICAL MULLION LOA PANEL OF HINGED DOOR 19 NOT CAPTURED OR ANCHORED WITH INTE r ? .. /� j PW EXAMPLES OF TPAPEZOIDAL/TRIANGULAR LOADING: a Sao I OenINA 11F.12ONTAL MULLION PIN / PW LOADING OF (2) HORIZONTAL MULLIONS P-21011 JHtNGED 4DING OF HORIZONTAL MUL II'i y'��I�l�,_� I� 141110 'LL LOAOINGOFVERTICAL. MULLION LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL. MULLION 7 N a PW 2 G azzO g 0HIOH Q� LOADINOOF HORIZONTAL MULLION NOTES: RODUCl`RSVISED romPlYlntlwWWn; Plad! 1)DRAWINGS u0din3 C6dp �.�.�. ATION OF TYPICAL mpmw No CONFIGURATIONS. CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAYBE EXTRAPOLATED FROM p CQpry� THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT JLONV LYNN /y BE DETERMINEO, USE ��'.•uGEN3g• RECTANGULAR LOADING. ; ,• 3) SEE PRODUCTS' APPROVALFOR *:• No.E0705 ACTUAL ANCHOR LOCATIONS. _� a 4,_„ e DEK) 50705