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HomeMy WebLinkAboutWINDOW/DOOR INSTALLATION COMMERCIAL (6) 14 06 DS17 ST.&CIE COUNTY 13UILDING DIVISION REVIEWED FOR C IANCE RECE11,"=D Ji�N 2 ""PD-BY M IAM I•DADE PLANS Al*iERMIT M�Tx �=PON J1011 ® OR NO INSPECTION WILL BE MADE. MIAMI-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.miamidRdp.gov/economy CGI Windows and Doors,Inc. 10100 NW 25th Street Miami,FL 33172 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 Pi)duct 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 ccde. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ft DESCRIPTION: Series"3G0' Aluminum Single Hung W low'.3W APPROVAL DOCUMENT: Drawing No.W05-04, titled Series"360"Alun Single Hung Wdw. (L.M.I.), sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15, .prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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. MISSILE IMPACT RATING: Large Missile Impact Resistant. 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#12-0822.11 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.15-0512.07 MIAMI•DADECOUNTY Expiration Date: May 05,2020 g 24� Approval Date: September 03,2015 Page 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-0215.02) 2. Drawing No. W05-04 titled Series"360"Alum Single Hung Wdw. (L.M.I.)",sheets 1, 1A,2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer(b insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 2. 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 series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer, Duraseal®and Super Spacer©insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 3. 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 series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA:3056 WC, dated 04/16/15,signed and sealed by Ramesh C.Patel,P.E. Manue ere ,P.E. Product Cont of Ex miner NOA N . -0512.07 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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) Small Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 7) Forced Entry Test, Ty*ie "A-A" vertical sliding window, Grade 10, per FBC 2411 3.2.19 TA� 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Hurricane Test Laboratory, LLC,Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, dated 04/03/08 to 07/22/08, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 08-1208.06) 5. 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) 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 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Hurricane Test Laboratory, LLC,Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4,-5, 6, 7 and 9, dated 03/29/04 to 04/02/04, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 05-0215.02) C. CALCULATIONS 1. Statement letter of conformance, complying with FBC-51' Edition (2014), and of no financial interest, dated July 16, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0822.11) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) Manuel Pere . Product Control Ex min NOA No. 15-0 .07 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-2 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0 E. MATERIAL CERTIFICATIONS 1. 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 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) for their"Saflex HP Clea or Color Glass InterIayers"dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition(2014),and of no financial interest, dated July 16,2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. J4-0822.1-1) 2. Laboratory compliance letters for Test Report No. RTL-0080-0402-08, 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 NDA No. 08-1208.06) 3. Laboratory compliance letters for Test Report No. HTL-0080-0323-04, 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 under NDA No. 05-0215.02) 4. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16,2014,issued by RER,Product Control Section,signed by Jaime Gascon, Supervisor, G. OTHERS 1. Notice of Acceptance No. 14-0822.11, issued to CGI Windows & Doors for their Series "360" Aluminum Single Hung Window - L.M.I., approved on 10/16/14 and expiring on 05/05/20. Manuel Per ,P. . Product Control E mi r NOA No.15-0512.07 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-3 Generol_Window Sections FRAME AND VENT DETAILS FOR GLASS TYPES 1 &z. (� SEE SHEETS 3 k 4 FOR CAPACITIES. n to ----'---------- L� ' t/z"((YP. RMnge) IT 16 7 12 15 _ -^'8 -- oio — Dperade Sash Be, ST �I 9 0 Id Installation Screws (6 9 ---' (Refer to sheets 0 �U m IB 5, 6 k 7 for n gni '- n sP"ing i...... lion) V Q 19 � I L_ vlinAow Width Q Tae <� c x t c 1, r I o r \� J I I a LL 20 i u3 1 21 ` Daylight Daylight j u OYP) (Ind _ 3 9/16"___ Opng. Opng. 3 9/16' x.l` max a _ 1 4. N 9 sX`sM�.Ts a .rcR auss arroxs - Windaw Width Window Width .0 E I P Surface ton (Optimal)I' O ! tine(Opttionm al)r Ul INSTRUCTIONS FOR IN APACITY CHARTS, � �( ` STEP 1 A INE REQUIRED DESIGN PPESSURES R A GWE FO A GNEN WINDOW PEMNG c j Q t5 rSTEP 9 DETERMINE THE CAPACITY OF THE WINDOW .�' SEN/GLASS TYPE FROM CHARTS 011 z = SHHEETSETS 3 JU(IgIOX MO{. DUE WE LITE ANCHOR CAPACITY ROM SHEET 7 _ %I' ? 41 N n N _ � FOR SINGLE OPENINGS,APPUCABEE TO ANCHORS TYPE x A.B OR G SHOWN ON SHEETS 5 AND S. i a 3 M m v STEP 4 IF ALUMINUM BULK$ME USED,VERIFY THE BUCK '� a _Z Z INSTALLATION CAPACITY FROM SHEET 9. �_-._-' •"1'3 0=R L" g STEP 5 FOR UNLUPPEO WLIEO RWOOWS DETERMINE YULUON/MUWON ANCHORS CAPACITY FOR 10 TUBE aIIT U o �{ VUIUON FROM CHARTS ON SHEET D. IF AIUMIHUY BUCKS ME USED DETERMINE BUCK Y �� ANCHORING REQUIREMENTS FROM CHARTS ON SHEET 10. �n F r (DPlarynl O 9 DIE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION �>• AND MUST FOWL OR EXCEED THE REOVIRED DESIGN J 5 I M M F (Wl�a) (ReRvuea) PRESSURES OBTAINED FROM STEP 1. I o Typical FlevOtion I ^^ I TI" SERIES'360'ALUM n SINGES.HUNG WINDOW /r. ( APPROVAL APPLIES TO SINGLE UNRS OR SIDE BY SIDE COYBIZUIIONS a a OF S.H./S.H.OR SINGLE HUNG'MDI OTHER WAMI-OTE COUNTY _ APPROVED'MNDOWS USING MUU6H-OAOE COUNTY"PROVED MULLIONS IN BETWEEN. O LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL D 1 G WILL APPLY TO ENTIRE SYSTEM. THESE WINDOWS RATED iLARGE M155{E IMPACT. SHUTTERS ME HOOTT REQUIRED.. 22 THS M PRODUCE HAS BEEN DESIGNED D TESTED TO CWPLT MDI THE fill REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDIM WGN vElOC11Y HURRICANE ZONE INVITE). r 5S1 WOOD BUCKS By OTHOtS,MUST BE ANCHORED PROPERLY TO TRANSFER Im����6W I LOADS TO THE SMUCIURE. IloilAivB M��Fl Erpr:JAvw AHWo _ Cade cNt l 5�I ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS r%=h I.ZKe Nal -0 1R.D nA PE/]0592 EYREOMENF TO RISE MATERIAL SHALL BE BEYOND MLLL OR651NC OR 5111000Rx an Oah c 13JB a LS l ANCHORING OR LCADMG CONDITIONS NOT SHOWN IN THESE DETAILS ME n3 I o Ill NOT PMT OF THIS APPROVAL At »drl'rn 1c1L t i A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IMO WOOD ONLY. I( ;{I S drpwing o 1 Standard 12 Psf Sill Optional 15 PSF Water Dar Adaptors MATERLVS IHCWUING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT ,II I Can not 5e used.ilh lock type n COME INTO CONTACT MDI OTHER DISSIMILAR MATERIALS SHALL MEET THE Y,O`C�j A-Q4 REOUIflEMENiT OF DIE RORIW BLOC.CODE. C heel 1 of 1 Q FRAME AND VENT DETAILS FOR GLASS TYPES 3.3A,4 AND 4A. M I!4;v o !SEE SHEETS 3A do 4A FOR CAPACRIES. O !GLASS TYPESP RNL SWEEP LOCK NOT AVAILABLE WITH THESE Z tt to ���-�p -I aue.onx smn ewe. Installation Screws ' l__ft 9 (Rrler to sheel9 5. B & 7far r _ spacing i 1 lormalion) V e 3 M r- t 1I -1 Ln twndo.Ifid(n O Q H II � to oam� I 55o 6' bo LLM .9 __.. 21 Do^Tt In, m) OPcin9 _ 3 iE1_ -asurosa.s Window MIM o _A(—apppJll�iIiIoI d Nontinssu a n_ NE N�C ro _ IR 9 (;la[inq of Insulated Laminated I1�3�I a c903 1- - F �- - - - - K Typical Clevalion `"y' ¢ IIrI ."", 499 Ot _I 6 U 2 -- _JJ e a d (epliggl) ��--V—( Enp,:,NW`AM1YD PflaaatT REVISEn �ff7-( fV. E f)0593 v"�"PI.rviN lte Fbrld� o r CAN.SS,tS !IwWmgCu4 I p§I4.o ey/noon Standard 12 Psf Sill Optional 15 PSF Water Bar Adaptor 01015 nfi adE Y1Od'° drc —can not be-0.ah lorw type © WOE sheet j sheet to U Z W31 Ow 02 Ca btu 0 1 c� 0 a paia� Oama� Q�3�a LL z14=� :IBM i Bill of Materials ITEM PART 9 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER RE.NARKS I W2320ING AS REOD._ WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAS/SCHLEGEL a 2 CGI-612P AS REDD. PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK i 3 #146-4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY 4 N/A AS REDD. GLAZING GLASS VARIES ie' Aa s V7 n^a 5 N/A I COMPLETE SCREEN ALUM/MESH 0 M n CCI-615C COMBINA7Z 10N EGRESS LOCK AND LIFT/PULL 1 a WOWS. 28"WIDE& SMALLER O 3 6 1 OR 2 ZINC CUSTOM CASTING $ z� &616C ATTACHED W/(2) #8 X 5/8"FH SMS 2 0 WDWS. OVER 28"WIDE -_ 1 0!WOWS. 28'WIDE& SMALLER A30070& OPTIONAL SWEEP LOCK ) 6 X KEEPER FHS Al 7 C30705 1 OR 2 item fi)ATTACHED W/(4) fj6 %5 8"FH SMS ZINC TRUTH HARDWARE OR EQUIV. 2®WOWS. OVER 28"WIDE 1 8 18-11-XX-100 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 1 0 WOWS.28"WIDE&SMALLER r 2_®_WDWS.OVER 28'WIDE_ GG _9 CGI-614C 2 TIE DOWN BLOCK ZINC CUSTOM CASTING 10 VARIES 2 BALANCES(B&T OR SPIRAL) VARIES VARIES BOTH BALANCES CAN BE USED `o g 11 CGI-617P 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB -- Nr 12 CCI-618P 2 VENT STOP _ _- PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS 14 CGI-613P 2 FIXED VENT SHIM PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT 1•w0u1T KRv1se0 c.Y g 9 _ Flmib 15 CGI-619P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING OidM'"a Code112 A« mu RNoI •05 4D 16 CGI-622N 2 BOTTOM GUIDE/CLIP AT OPERABLE VENT NYLON CUSTOM CASTING It`1e"0"et o c ry a N Bi 17 CGI-620C 2 CARRIER SYSTEM ZINC CUSTOM CASTING OPTIONAL-BALANCE ATTACHES TO IT Miom T+de P�"As1 78 N/A 16 VENT ASSEMBLY SCREWS S/S VARIES_ ®10 X 1 1/4"PH SMS(2 PER CORNER) - -- 19 N/A 12 FRAME ASSEMBLY SCREWS S/S VARIES a10 X 1 1/4"PH SMS(2 PER CORNER) Era.:uwo.>tW.Opin 20 CGI-382V AS RED. VINYL BULB ___ _ _ PVC PROTOTYPE PLASTIC EXTRUSIONS N, c 70.592 1i21 VARIES AS REDD. STUCTURAL SILICONE _ SILICONE 3 SILICONES CE-1200,GE-2000,&DOW 955 22 CGI-632 1 OR 2 c N)!d4 j g COMBINATION EGRESS WB LOCK& LIFT/PULL ZINCCUSTOM CAS7ING 1 0 WDWS. 28"WIDE&SMALLER l _�� _- ATTACHED W/(2) 08 X 5/B"FH 51A5 (FOR USE WITH WATERBAR) 2®WDWS. OVER 28"WIDE 23 - 2/LITE SETTING BLOCKS EPDM - OUROMETER 8525 SHORE A �sheel2 0 1 T �3.572--� m �3l97 a.--_ z x off ' C- ,,v a f L6 I Q s g.oi - zo G00-Frame IIeaJ mSill 602-fTome Jomb V N 6063-T6 _ 0063-T6 VENT SHAPES FOR GLASS TYPES LA-2 3 '7 J- .090L 616 1 -T� .J.. 604-Mori2. Reil 605-Fixed Intick. 06-Mavin Intick 607-Side Roil 609-G,zg. Ueod b06J_T6 6067-Tfi fin6}8 8063-T6 �-6063=i5 _I UO w C3 VENT SHAPES FOR GLASS TYPES 13A. 4 & 4A 1.326_ Y-1.}26-1 I aaa QZ�OU No3Z ni2-I.63OBOJ2.0I40 .100- L2.507 x.236 1.638 r2.SOT 3O 3.13{ F- -7 960 L 062 902 07vmnv°A,i 1 1.658_--� _ pp _ 629-GI2g. Ocad G30-Glzg. UcaJ Y G25-HoAz. Hal 626-Fixed Intick. 627-Movin Intick 628-51Je Roil 0 - 6x6}-T6 6 ROR3-T6 �_ 6063-Te 5061.1 -606}_y6 For Glass6]T6 Types a&4A For Coss Types 3&>A o 4. F r� A d 135 .325 9 4 5 4 1.094 0 0 �-a- .075.075 T I— En9r.IA9/0 unuo rlmuuvu .� aML rr avnplyilyixg lntli ft lle FladN - M PEI 70592 IkxWixp('ak N. b ,Mxcpiana Ne 15.051 Z•0 � ' � }'' P. 'rmbn Dak v 2 J751J l. ' 02015 uwx .Bavnml' fdrew ng 611-WOlerbor ssl-walerbar L0504 6063-T5 _ (1hee12A of 16 1/8'Ann.Glass I/R•HS Gloss ig} rAa-intedger 440•rolsteye, "'on""', , Sen ry01a, n""' Dy'Kumm Americo,Inc.• By'K.1-Y Americo.Inc.' Supplementoi lest Results for: 475-inlenoyer .075'lotadayer C - rrllley CP YAth PE7 Core -Salle,CP Wim PET core Air Infiltration - W91er Leakage Resistance - Forced Entry }: n 8f'Lustre.chaNcoi Co.' ey'Eosimon Chcrtvcai Co: _ a} .loo•Intenwye, .I W minrbYe, Test Type onA Method Results 07 UU �S -•Salle,!tP n-a'Cao,who's Sone.HP Ctmr or Color Qoaf ._ --- - -- of'Eastman Chemieai co.' 8Y'Earimon Ch-a..l Co.' Air Infiltration Test(ASTM-E283) . -1f8'An.Glass �� 1/8'HS Glass 0 1.57 psf pressure differential PASSED(.044 C.F./Min f Sq Ft 0 6.24 pst pressure diff¢renliol PASSED(.076 G.F./ n/5q PC} U 8 ~ t Silicone ~v Tn S7llcone fy e> GF.-i2D0 L GE-1200 Water leakage test(ASTM-E331) No leakage atiawed Q 4I.O ill•-^' F.-9000 V a m GE-2000 Ga without.nlerbar nd.pt- PASSED 0 12.0 PSF yy2I DOW-945 g 0000-945 with eutorho,adaptor PASSED 0 t5.0 PSF Q w 3 S ti3 At dTnan 36' 1/1iM36'Points On tiles 23 Al I/o P.W.0.tiles Famed Entry Resistance lost st PASSED WMer n Wier i5 m� Gtass Type "I" Gfpss Type (ASTM Me&Grade 10) 5/16"14-in.1 Glass 5/16•Nominal Gloss C Annealed/Annealed HS/HS EQUAL LITES WINDOWS EQUAL LITES WINDOWS EQUAL LITES TYINDOi4S a a J �^ HDIMS GLASS)INS.(-)GIASSj INT.(-) WIDTH •11DIM EIA E*1* -ISP •.v{dth +. I,�4 PAC E-PE IM.f-) WIOTN* NIA WIDTH� jIW.(-1 it.w2ta.04' UO MS rn14190-0 2f6A9NH I HEISNT IAA AU CAPACITY-PSP CAPAOXNEt Mi O2� PE'!'OLiBS TYPTi'8' XtNDt}OP.SIGN ALYS. C.G TYP 't'dEAS3 TYt'E Y' ! 7 .Q'.(a I ({)INT(-)ENALO INT.(-) O2a' 100-0 210-0 400-0 2100 6]0' 0 _100.0 110-0 30' IW.O 1109 1000 110.0 /2' 21q.0 100.0 2100N32 100.4100.0 }15.9 100.0 (20.0 3Y 100.0 210.6 100.0 210.0 L� il]8' 0 100.0 ]6' 109.0 1015 IWO 120D 53-1/8' 100-0 1]1.11000 210.042 100.0 210-0 4Z- .5a 86.4 IOOA 120.0 19-1/8 190.0 210.0 IpQO 21x.0.0 100.0 200.0 J8• ]6.X 76.2 load 120.0 26-1/2. -3/8- 100.0 210.0 1000 210-0.9 100.0 1]1,4 34' 60,9 68.9 100,0 120.0 37' 190.0 192.2 IW.0 ;16.0 2q' 100.0 210.0 100.0 210.0 ;4' 106.0 14;.{ 140.0 ?10.0 53-118' 1000 124.1 %00.0 206.9 w O iF E7gGJ ]0' 160.0 199.7 1000 210.0 30' IOtl.O IO?.2 100.0 120.0 19-1/B 100.0 210.0 IOOA 210.0 to L) ]2' 100.0__190_.3 tW.a 210.0 32' 106' 94.9 94-9 %DOA 1204 26-i/2' -5/6• 100.0 210.0 100.6 210.0 �----- -"> 36' 60• _100.0 184,] 100.0 ;10.0 3fi' 86.9 65.9 IDID 120.0 37' 1- 160.] IW.O 210.0 I t:000� Lite Window i 42' 100.6 128-0 _VC 210.0 42• 75.3 75.3 IWO 120.0 33-1/8' 100.0 101.2 ID0.0 168.7 i aB' 100.0 104.7 100.0 120.0 48' 68,6 00.6 100.0 1WO 19-1/8' 100.0 210.0 100.0 216.0 S")f•u 5a• be.6 08.6 iW-O 120.0 M• 100-0 120-0 100-0 120-0 26-ilr 63� 100.0 1073 100.0 210.0 a] 24' _wa 201.1 100-0 2101, 30' 911.7 90.7 IWO 120.0 37' 100.6 154.9 100. 21010 20' WOO 162.1 1000 2t4A 32' 12W" 83.6 83.6 iW. 52GO S3-1/8• 88.1 88.1 100-0 1200 3' ]2' 100.0 167.6 IW.q 210.0 36' 75.9 75.9 IW.D 120.0 19-1/B' IOO.q 210.0 IWO_ 210.0 ���� a 12 72' PRIIDUL`f R8Y1SED ]8' iW.0 150.7 100.0 214.0 a2' 68,4 66.4 100.0 120.0 28-if2' 72, Iap.O 181_5 700_6_ 219.4 I i -it qw F'bki -- mP Y^E w 42' IW.O 126.0 IW.p 120.0 Sr 100.0 1468 100.0 ;10.0 IIUJJisg Gude a8' 46.0 98.0 SODA 12-00 33-1/8' 82.0 820 IWO 120.0 AmcpuneeNat •051'(.0 a'I , M on U N s•• 96.a w.o IW.6 izo.9 19-%/e• IW.9 210.0 IWO _216.0 ��-y�. �u=_�a 21' 100.0 119.1 IW.O 210-0 IB-If2' 76• 100-0 171!_rrI W.O 21 p.0 Mian Dade Prednf g u o 7d' 100.0 t43.{ 100-0 21b.0 ]]' 100.0 138.8 100.0 ;10.0 / 32' 100.0 135.3 IWO- 210.0 SJ-1/B' 80.0 e0.0 10001'120.0 p2� t t l 36' 8C 100-0 '20.0I'D 110y0 o fngr.JJVaa Aviwaa 42' 100.0 106.1 1290 91V1 RA PE 2.30593 a8• 85.6 65.6 tt00 All values shown are Design PSF(Pounds per Square Foot) c1, as3e 126.0 S L4 _ 5 NOTE: VALUES FOR EXTERIOR LOADS(+)SHOWN ARE .-- FOR SILL WITH WATERRAR ADAPTER �"W ng o GLASS ON ASTU 13 I-0 SHEET 1,8E aro WED ON Asn'BULGING O I SEC.OUS[S) FOR WINDOWS WITHOUT S TO 80. ADAPTER J D 2D}5 WOS-d4 AND FLORIDA STAIEUG t DCAOSt6N tl!AIT EXTERIOR(4•)LOADS 7p 80.0 PSF �_ DECLARATORY SfA1CMEN1 DG65-DEG-219 (sheet�of ip) 0 .WO S-1,Inledoyer 'Inierlg Senlry Glm ScnlryGiaa V NOTE: f By Kamray America,Int Ry Kumrq Americo.Inc.' F* I GLA 55 CAPACITIES ON THIS SWEET ARE .0'15'Inladayer .075-Inlenger RASED ON ASTM E13OG-09(3 SEC.GUSTS) 3/16" HS Inn-CP YAIh PET Core 3/16"ANN- S Ve.CP VAIN PEI Core Z H II'o O ?rIO FLORIDA BUILDING COMWSSION Ry'Enatman Chemical Co.' By'Eaelman Chemical Co.' OECtARATORY 51AIEMENT OCAO5-OEC-219 100'InleHoyer .tM'Inlerlay5r L-sulk.HP Clear or Cola,Cbe 1-Sane.IIP Gear or Calor Gbsa Q E it Ry'F,,unm Chemical Co.' By'Eoatman Chemical Co.' EQUAL LITES WINDOWS t O PsI a I� DESIGN WAD CAPACITY-VSP _ 3/16" IIS I-t 3/16"ANN r WINDOW DIMS. GLASS TYPE'3' MASS TYPE'7A'GLASS TYPE'/'.U59 TYPE'AA 'Wicane I 'ar Silicone O 8(•j p w101H ."III EXL(+)1NL(-)ExT.(4)IM.(-)Exr.(+)INT.(-)UT.(F)INT.(-) CE-1200 _ GE-1200 p N GE-2000 - GE-2000 ° 21- IM.O 210.0 100.0 210.0 100.0 210.0 100.0 210.0 DOW-995 DOY!-995 d 30• 100.0 210.0 100A 210.0 two 210.0 10..0 210.0 ]N 1/4 Poinla On Lite. 7 Al 1/4 PoinU On area O G Q C 100.0 '-i-loo TWA zm.o 100.0 210.0 iM.o 210.0 Glass_Type "3•' wmer 101111 3s' Gloss Type "3A" 1000.wan 3s- ^�e 3x' -- TI 36• '8• 100.0 110.0 100.0 210.0 100.0 210.0 1x0.0 208.2 .090'InleHger .090'INohryer LL i 42- 100.0 210.0 100.0 _x10.0 -100.0 210.0 100.0 115.9 1/6" IIS (�SenlryGln. 7/8" ANN semrycm 48' 100.0 200.0 100.0 200.0 100.0 200.0 100.0 ISM FIT 'Nurarq America,Inc: Oy'KurSrq Amerco,Inc.' Q W IWC' f - - --- 3/8" Air Space .075-Inted.yer 3/B"Air Space .Ws'blerlger a E 54• 100.0 171x 100.0 171.1 100.0 171.6 100.0 1]9.3 I SaOc.CP 1'Aw PET Core Solley CP Ww PET Core 100.0 210.0 100.0 210.0 100.0 210.0 IWO 21D.0 tl 'E-1-Chenycol Co.' By T"t-Chemicd Co.' � 24' _ _ .._ 1/8" its y 1/8" AN 30- 100.0 110.0 IC0.0_ 210.0 TWA 210.0 1000 210.0 .100'Inl<rlayer 1 .I A•Inlerbyerv�� 32• 100.0 210.0 100.0 210.0 TWA 210.0 IW.O 202.2 Salle.IIP Clear w CWo,Gloag try't t Clear or Cnbr 0100. $ n 60 100.0 210.0 100.0 210.0 100.0 710.0 IM.O 171.5 By'L.,tt-Chemical Co.' / IIY'ESatmon Lhemzal Co.' 3fi _ -.- %L EDGE SPACER - %L EDGE SPACER 31 dr 100.0 210.0 100.0 xlo.0 100.0 210.0 IW.O 153.8 ST.STEEL BY'GR0INAL' 1/6" Hs ST.STEEL OY'CMOINAL' 7/6-AN W IB" 100.0 120.0 1a'o0 120.0 IW.O 1x0.0 100.0 120.0 OR OR u C) `n• wRASFAL ST'OUANER' Silicone _ _ Silicone O w ss- 100.0 120.0 100.0izo.o IW.o 1x0.0 IW.o tas.3 oe - Cf.-1200 OUIxASFx tlr'OtuKE%' - GE 1200 O rc GE-2000 OR GE-2000 �+ 0 W 24' 1M.O 210.0 100.0 210.0 100.0 210.0 ID0.0 210.0 SUPER SPACED BY'OUANE%' UOY!-995 SUPER SPACER BY'OWNE%' DOW-995 N la• 100.0 MA 100.0 210.0 100.0 210.0 100.0 172.2 13 Al1/4 Pointe M Sixes 73 At 1/4 Paint.NI San z �=ry 32' 100.0 710.0 1W.O 191.2 IW.O 210.0 TWA 1180 Glass (ype ,.411 Gloss Type "4A" I 13111 35' 72' 100.0 210.0 100.0 198.4 100.0 210.0 1W.O 160.1 EQUAL LITES WINDOWS Qrvn a7• 100.0 120.0 100.0 12-.0 100.0 120.0 100.0 120.0 _ Width 00 3 ad' IW_.O 110.0 100.0 120.0 100.0 IZ0.0 IC0.0 109.5 DESIGN LOAD CAPACITY-PSP u Z=N-'• 54' 100.0 120.0 100.0 120.0 100.0 170.0 90.3 90.5 WINDOW DIPS.)GLASS TYPE'a'.IA5.9 TYPP.'OA'CUSS TYPE'1'.459 TYPE 24• 100.0 210.0 I0*1 210.0 100.0 210.0 100.0 190.2 wiDTH HEIGHT E%r.(+)INT.(-)EXT(-)1M.(-)E%T.(+)IM.(-)E%r.(4)INT.(-) 30• -100.0 210.0 100.0 210.0 100.0 210.0 100A 152.3 19-1/9• IW.O 210.0 100.0 210.0 IM.O 210.0 [Coo 210.0 JI-=� lY 100.0 210.0 100.0 x10.0 100.0 210.0 _100.0 143.7 2fi-1/2' TWA 210.0 100.0 110.0 100.0 210.0 IW.O 2faD X 0---- 18• --- ._ 36' 8'• 100.0 120.0 100.0 120__0 100.0 110.0 100.0 1200. 37' 100.0 210.0 100.0 210.0 100.0 210.0 IOU.O 210.0 :a a2• 100.0 120.0 100.-0 120.0 100.0 170.0 IW.a lila s3-1/a' 100.0 zT0.0 IW.O 210.0 100.0 210.0 100.0 210.0 a8' 100.0 120.0 100.0 120.0 100D 1200 90.9 90.9 19-1/B' 100.0 210.0 LOUD 210.0 100.0_ 210.0 100.0 210.0 54' 100.0 120.0 ,Do 170.0 IOU.O 120.0 00.6 80.6 2Fi/2• aB-]/B' 100.0 210.0 100.0 210.0 IMO 210.0 IOQO 210.0 4 w o Y„R 24• 100.0 210.0 GOO 210.0 IW.O 210.0 100.0 172.0 Ir 100.0 210.0 100.0 210.0 100.0 210.0 fU0.0 210.0 I-p S e qa _3_ -- -- -- -- ------ K s 30' IW.O 120.0 100.0 120.0 IW.O 120.0 IW.O 120.0 53-1/B• IW.O 206.9 IM.O 706.9 10.0 206.9 WILD 208.9 a J2' 100.0 120.0 100.0 120.0 100.0 170.0 IOU.O 118.9 19-1/B' TWA 210.0 100.0 210.0 100.0 210.0 100.0 210.0 0 ------- -I-- -- ----' WI E 1301 Lite Window 36- se• IDo.O 120.0 1M.0 no.0 IM.O 130.0 100.0 Lo7.0 zfi-1/z' IDO.o 210.0 1110.0 210.0 100.0 _210.0 1:1.0 210.0 q - w ' - IT 100.0 120.0 IW.O 110.0 100.0 120.0 90.B Wd A• IW.O 210.0 100.0 210.0 100.0 x10.0 193.1 4a- 100.p 120.0 100.0 120.0 IW.O 120.0 80.9 80.9 5J-1/B' 100.0 168.7 100.0 168.7 100.0 168.7 Joao 131.7 All volues shown are Design PSF(Pounds per Square Foot) 54' 100.0 120.0 100.0 112.6 100.0 120.0 73.2 73.2 19-1/8' 100.0 210.0 100.0 210.0 IWO 210.0 IW.O 210.0 _ __ _ VAI.UF.S FOR EXTERIOR LOADS(,)SHOWN ARE e 8 8 2s• 100.0 71aA 100.0 210.0 100.0 110.0 100.° 151.7 26-1/]' 6]• IW.O 210.0 100.0 710.0 100.0 x10.0 100.0 210.0 FOR SILL WITH WATERSAR ADAPTER v=_o J 30' 100.0 120.0 100.0 120.0 100.0 120.0 100.0 108.6 37• 100.0 210.0 100.0 191.9 100.0 210.0 IW.O 177.6 FOR WINDOWS YDTHOUI WNEREM ADAPTER 32' 100. IW.o 120.0 100.0 120.0 IW.O 120.0 100.0 100.8 53-1/8' 100.0 12..0 100.0 1x0.0 100.0 120A IOD.. 104.5 LIMIT E%TERIOH(+) LOADS TO 80.0 PSF 41 VIII En b MWO I T I I I� 36' 100.0 120.0 10_0.0 110.0 IOD.O 170.0 91.2 91.1 19-1/8• 100.0 210.0 100.0 210.0 100.0 210.0 IOU.O 210.0 12' 100.0 120.0 100.0 170.0 100.0 110.0 80.0 80.0 28-1/2 ZZ, IN. 210.0 210.0 IW.O _210.0 10oO 210.0 INA 192.9 PRODUCT REVISED M 1 70552 48• I00.a 120.0 100.0 112.2 iL0.0 110.0 72.9 72.9 37- 100.0 210.0 100.0 196.5_ 100.0 210.0 100.0 156.0 al crmplyirr WOrlb Fill! C ]5]6 I a•,.E �2LM- 120.0 I W.O 120.. MIT 120A 100.0 1]0.0 A-1/8' Io0.0 120.0 100.0 120.0 IOo.O 120.0 91.6 94.9 e�.1 -0512.0 e it y 10 3 170.0 100.0 120.0 IN 0 120.0 96.4 96.4 19-1/8• 10.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 120.0 IW.O )20.0 100.0 120.0 88.9 BBA 26-1/2' 100.0 210_0 100.0 210.0 WILD 210.0 100.0 182.1 IlyJU 0 2015120.0 100.0 120.0 100.0 120.0 80.6 806 3r 100.0 2100 T000 194.0 100.0 2100 100.0 145.1 WOS-04 120.0 100.0 114.1 100.0 120.0 70.6 70.8 53-1/6' 100.0 120.0 100.0 tion 100.0 120.0 981 B8.] 0 el JA of 10 ls.e 1/8'Ann. Glass 1/8'HIS class .ago•lnlerlar°• .090•Ino'dayer (,v _ II ,<m By INu loran Americo.Inc: By'K"°,aa Americo.Ing' o Supplemental Test Results for: Ce i �J.975 mterlaya, .075'lmed°yer Air Infiltration - Water Leakage Resistance - Forced Ent 6 I� LLL Salle.CP Wlh PEI C- - Sat'CP With PEI Core 9 Q f H 1 By'Festman Gnomical Co.' Oy'Eastman Chamkel Co.' c - loo•tole layer aYer Test Type and Method, Results q .i°n6•IHer, YP O p sane.HP r.Iea,or c9m,eros. s n+.NP clear°r c°mr aav IL u By'Easlman Chemied C0.' 0,'Eoslm°n Chemical Co.' Ai,Infiltration fest(ASTM-E283) y - 1/6•Ann. Glass in - -1/6'I{S Class 0 1.57 psf pressure differential PASSED(.044 C.F./Min/Sq Fl) 0 6.24 psf pressure dlNOen,rt;al PASSED(.076 C.F./I.W/Sq Fl) 0 0 o fl Silicone ° Silicone Q 4 _ ^v 77oler Leakage fest(ASTM-F.S31) No leakage allowed O cy�p 'LLddp�5I GF-2000 c - GE-1200 Without wnlarbar adaptor PASSED 0 12.0 PSF 1 !t_ GE 2000 11 DOW-995 � DOW-995 � Q 3�r• With walcrbar adaptor PASSED®15.0 PSF pl J 23 AI 1/4 PWbds Ca Liles 2J Al 1/4 Points On tiles Wider inen J6' W41er Itwn J6' Forced Entry Resixtonca Icsl PASSED _Glass Type "1" Glass Type "2" (ASTM FSBB ar craae ID) F 5/16" Nominal Gloss 5/16'Nnminul Glass Annealed/Annealed HS/HS I UNEQUAL LITES }YINUOWS (OHIET.) UNEQUAL LrVES WINDOWS (ORIEL) 'xo DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP In ^ WINDOW DIMS. GLASS TYPE'1'OLlM TYPE-2' WINDOW DIIIS. G,.vv TYPE'1'F.L199 TYPE'2' 7II 0 � TOP VENT IOP W" s O w W101H HEIGHT HEIGHT E%T.(4)1M.(-)EXT.(+)INr.(-) WIDTH HEIFAIT HEIGHT EXT.(+)INT.(-)EXI.(n)IM.(-) j I Q K 24' IW.O 161.9 100.0 210.0 19-1/B' 100.0 II0.0 1000 "a9 1 N ]g- 100.0 1199 100.0 120.0 26-1/2• 100.0 IJ8.5 100.0 210.0 =N o _ 96' 49' x, Nnn J2 1011.0 111.9 IOD.O 130.0 37' (MAX.) 99.J 99.J _100.0 120.0 48' 100.0 1015 100.0 120.0 5J-IIB' 699 699 100.0 110.0 O h n (SAX.) 85.4 85.4 ICO.0 120.0 19-1/8 1Boo 210.0 100.0 210.0 � 42• Z Z- 48" 76.2 75.2 fO 1200 IC-1/l' IC9• 54' 100.0 120.0 100.0 110.0 gj 58.9 68.9 100.0 110.0 37• ( ') B].6 8].6 100.0 120.0 24' 100.0 142.4 IW.O 210.0 19-1/8 IC0.0 210.0 100.0 110.0 pltp(wCT ROVE F 0 3g- 160.0 loz.z loon 110.0 26-1/2• 120• 60• 100.0 toes Ioo.o 1zo.0 li"�uiogcaea 15•pyTq'° 32' 94.9 94.9 'Boa 120.0 JT 73.7 7S7 100.0 120.0 Acre'ly D 108' 54' - Er ]g- ( ) tl5.9 8_5.9 Io0.0 120.0 Is-' tW.O 210.0 100.0 110.0 41- 75.3 75J 100.0 120.0 26-I/T• 120' 68' 99.5 199.5 100.0 120.0 1� (MAX.) Nlimi)tde l`1a51e1 A 4g- 68.6 68.fi 100.0 110.0 37' 65.7 65.7 IW.O 120.0 0+gg z4- 100.0 120.0 100.0 120.0 19-1/8 120' 72• 100.0 210.0 100.0 210.0 a F k 2 t ]o' 90.7 90.7 100.0 120.0 2s-I/Y (MAX.) 919 93.9 100.0 120.0 VALUES FOR EXTERIOR LOADS(+) SHOWN ARE ]z' Ixo' so' eJs aJs_ 100.0 tzo.o 19-Ve• loo' 7B. 1030 ugo IW.o rao.o FOR SILL WITH WATERBAR ADAPTER «3 W 76• (MAX.) 75.9 75.9 100.0 IT0.0 26-I/2' (NA%J 88.0 08.0 100.0 12D.0 FOR WINDOWS WITHOUT WATERBM ADAPTER u o 65.9 66.4 166.6 120.0 19-1/9• g4, w6.o tz6.o toga 1zo.6 LIMIT EXTERIOR(+)LOADS TO 80.0 PSF 9T' 170• __- N' 700.0 120.0 100.0 I20.0 29-1/2• (WdIJ 79.9 79.9 100.0110.0 v,{11117 1 ,.. 30• e1-7 eI.7 100.0 1za.6 Il--y _w 3 120• 68' ___ _ _ 32' (MAX-) 71.] 77.] 100.0 110.0 -- ]6' 67.4 67.9 100.0 120.0 u=� 24' 100.0 113.5 100.0 110.0 NOTE: To Vent 1'1 JO' GLASS UPAOTIES 0H THIS SHEET ME V x 120' 72• 7]_t 77.1 100.0 110.0 DSSED ON ASTM E1300-09(3 SEC.GUSTS) t 1 Fnq.::wAO AxAup 32• (MO) 701 70.1 AWA 120.0 AND FLORIDA BUILDING COMMISSION u7a c 1 1 1 Jg• 0.3 60] 730.0 1111.11 OEGIAHIIRIRY STATEMENT DGOS-OEC-219 M PE 70592 O CAN. 1+- IW.O IIC.O IW.O II0.0 � !0' Azo' ]B' 11.1 71.2 100.0 120.0 This Life mast be 32• ( ') 67.8 61.8 1C0.o 120.0 Equal to Or smaller Than the Tov Lite drawing no. 24• 123. B4. 100.0 1x6.0 IW.6 120.6 _ .UL13 Im (0005-04 ]0' (MA%.) 66.0 66.6 100.0 1100 __t a of 10) - All values shown ore Ucsign PSF(Pounds per Square Foot) Unequal Lite V1i0d01Y (shee .090- ill, tMq oyer ( AV" VMryGlaY !n,G10 �Ey v i ey'Kurarq anar{ea,Inc.' pyn'Kurmay America.Inc.' 1` 4m 075'Irvleriayer .075-IMMOYer 3/16" HS soon CP With PEI Core 3/16"ANN �-sohn CP Y6th PEI Core r!o n,g 0y'Eastman ChemicM ca.' f. DY'Ensimort CharNcat Co.' ip .loo-lolenayer �-.�Sq-IMlilo," N z �.Solln lip Char or Color GI-s 1�y Oes ,P Cleo,m Cola,Gloss By'Cadman Chta6cni Co.' Fy'EastmaChembcai C.o.'3/16"HS { 3/16'ANN D Silicone $Bicnna rn GE-1200 r9� GE_ 04) tl G N GEE-20DO GE-2000 W-995 CY pcO CUSS CAPACiT05 4N UOS 5l1EE(ARE 23 NoM4 1/4 Pointe On Lit- 2 At 1/4 O'Dnts 0,Lit- 0 S ot O^ BASED ON ASTIR E1J00-09(3 sec.cusTs) Gloss Type "3" Tran Inm,3s' GIOSS Type n3A" wa4,Than 36- 0 yd,^�-a AND FLORIDA BUILDING COMMISSION _ a'¢ ig n DECLARATORY STATEMENT DCAUS-DEC-219 .090'mlerieyer .090 lowhi er Q a 1/8"HS (-senlryGtoo 1/$"ANN -senlry0laa W z��Uttt r, By'Xurarq Americo,Inc' �_ Oy'Xuro,oy 41010X6.Inc' UNEQUAL LYMS WINDOWS ORTEL 3/8" Air Spoce oT5"IateNaycr 475"rntariayer Q m s f 7 3/8"Air Spoce.� -Saflee CP With PET Core so0es CP Wth PET Core DE ON WAD CAPACITY-PSP / ny•Eas:mon Chomkal eo.' 1/8-AN 1 My 'Eastman Chemical Ca ( S"HS RINDOH FILMS. TOP VER I GGSS TYPE'0' L6S5 TYPE'311G1ASS TYPE'4' TYPE'IA' .100'in4,lger 100-Iolerlayer � WIDTH HEIGHT H,.,,T E%1.(+)INI.(-)E%T.(+)INt.(-)EXT,(+)INT.(-)EYT.(f)INT.(^) SoRes NP Clear or Color Glase -%.A..HP Clear a Calor Gloss v ' By'Eastmoo C"nii-if co,.* Fy'Eastman Che !k Co.' t 24- +OO.o _110.11 1004 11a.0 100.0 2f0.o Iwo 1724 %L EDGE SPACER %l EDGE SPACER y 3p• -100.0 1204 100.9 1104 IdOA 120.0 IOOA _1204 Si.STEEL BY'CAPDWAL' i_- I/8- HS 5!.STEEL RY'CARD WAL' ,!x 1/6"ANN V)t� 32• ICOR 5200 1000 120.0 100.0 1200 100.0 116.9 OR silicone OR $ilic4ne O W ^ 96' 48- ____... -- DURASFAL BY'OUANE%'- -- GE-1200 OURASEµBY'OUANEX'.� -" 16- Ipp.O 1204 IOOA 1200 100.0 120.0 100.0 10]4 pR - DE-12.DO zI O W 4 {MAY,) _. GE-2000 OR ._.. _ -C,E-2tYI0 41- I6oc 120.0_ 100.6 110.0 tO0.0 729.4 909 94.8 SUPER SPACER BY'Ot/ANE%' UOW-995 SUPER SPACER 8Y'W1AhVE%' UOW-995 ' r/1 48• 100.0 120`0 1000 120.0 100.0 120.0 80.9 80.9 ' 23 Al 1/4 Points.1 Sizn 23 AI 1/4 Puma All S4- .�StN o 54 lOOA T20.0 i00.A ii2.6 /o0A 1204 ]3.2 73-7 GLOSS Type "4" Glass Iyee 410" 21 IC0.0 110.0 100.0 _210.0 rtl0.0 210.0 1000 151.2 .0• 100.6 120.9 100.0 120.0 1604 1200 100_4_ 106,6 UNEQUAL LITES WINDOWS (ORIEL) P1I(yDt/C1'Rl;yMU` Pl Yinfiw03 aw FlalidA iZLL N' 32' 1C0.0 I29.0 100.0 120.0 160.0 120.0 1_004 100,8 DESIGN LOAD CAPACITY-1'Sp �jAeade ,'"Q+•j,. o-n 3fi' •) S4- 100.0 120.0 100-0 12oA 169.0 f;0.0 _91.2 91.2 NtND(1M DS7d3, tOP GGS4 TYPE y''V�TYPE'110'GiA59'EYPE'4'.USS TYPE'410' A4tt}+iaxa Nab "�sT2'Q ('� J 42- ( 100.0 110.0 100.0 126.0_ ItlOA 120.0 90.D 80.0 WIOTR HEIGH7 HEIGHT EM.(+)IfO.(-)IX({+)1M.(-)E%T,(+)INT.(-)EXT{f)INT,(-) frallno Drip lY-"-""'1 S8' lW.O 120.0 1004 112.2 {40.0 1204 ]3.4 72-9 !9-If8" 1WA 210.0 100.0 216.0 IpaA 2106_ 1009 214.4 U7 Mian' Be PraSst 14' _100.0 120.0 IOp.O 120.0 160.0 iZ0.0 100.0 1200 26-1/2 96' 48' 100.0 210.0 IOO.d 110.0 Id0.0110.0__100.0 14),1 Wil e1,h 1 3p' 100.0 110,0 100.0 120.0 1(10.0 120.0 96.4 98.4 37' {NAX.) 100.0 120.4 IOO.p 120.0 1000 1204 109.4 105.5 33 120' 64' 1000 120.0_ 100.0 120.0 100.0 120.0 88.8 -8 53-1/e' 100.0 120.0 1000 114.4 100.0 120.0 762 74.2 I y JB' (NAXJ 100.0 120.0 IOo�O 1p4D :00.0 I2a_0 eo.6 ea.6 19-1/w 100.0 z10.o IaoA 210.o 100.0 210.0 IWA 2104 G 42- 100.0 iz0.0 1.. 1161 IW.O :20.0 ]a.6 70.6 16-1/2' tafi' 54- 190.0 120.0 100.0 T200 140.0 120.0_ loco _1104 � TO Vent o�g 23• 100_4 IIOA Tell! 120.0 100.0 110.0 I40A 1104 J7' (Mµ') IOOA 120.0 IOOA I10A 100.0 1204 889 .80.8 '� P _ ? i 30' !20' 66- 100.0 120.0 1004 f24A lo4.0 Imo 86.8 86.8 t9-1/8' 100.4 210.0 f00A 204.2 100.0 21G.O 100.0 110.0 aA W 3 Y 32- {NA%,) 100.0 120.0 1000 _2CLO 100.0 120.0 824 82.6 26-1/2' 120' Go' _100.0 120.0 I000 120.0 100.0 x20.0 104.0 n0.4 `p 01 ,g 36' t00A 120.0 100.0 120.0 IOOA 1204 71.6 71.8 li' (NAX•) I90A )30.0 1GOA 120.0 100.0 124.0 703 J8.3 .� N 24' 100.0 120.0 1404 12D.0 100,0 120.0 100.0 120.0 1 10010 210.0 1009 210.0 100.0 210.0 100.0 1 210.0 This lite must he Equa!to or smaller - 30' 120" 72' )004 129.0 I&io 120.0 104.0 1204 81.9 81.9 26-fj1` 120• 66' IO60 1200 100.0 120.0 Imo 120 iaoA 105,7 than the 7, Lite - ^'$g g 31' {MAY) 100.0 120.0 100.0 120.0 100.0 120.0 ]4.5 )4.5 J7• (NAX) 100.0 120.0 100.0 116.0 160.0 r20.0 69.8 fi9.6 36' 100.4 120.0 144.0 1104 Rt IT ii},2 fi64 64.0 19-M1j8` 120• T2- 5�.4 110.0 100.4 210.0 146.0 210.0 tW-4 2164 1 E c u o u r 21' 100.0 122.0 IOa.tl 120.0 :00.11 120.0 IOOva 120_ 26-I/2• (MAX.) IOOA 120.0 100.4 1104 100.0 120.0 99.8 99.6 Unequal _Life Window 3p' 120' 78' 100.0 170.0 100.0_ 120.0 IpOA 520.0 J3.6 75.6 t9-If8` 120` 78. loOA 210.9 104.0 2100 160.0 2104 100.0 203.3 �- g 32- (MAX.) 1004 120,0 106.0 1204 100.0 110.0 fi78 6].6 16-1/2' (NAX.) IC0.0 1104 100,9 1204 100.0 120.0 93.5 93.3 r"9n.ACVIL 24- 120' 8+. 100.0 120.0 took 1X0.0 loco 12Ito 104.0 120.0 19-1/B' 110• 84. 140.0 210.0 Io. xlaa :Co.0 2104 100.9 163.5 M PE/77-2 1 3a' iMAXJ raLo 1246 lao.o IzoA i4a.o iz4.o 70.7 74.i 26-1/1' (NA; loo.o Izo.a i4o.o Ixa.o Icp.o uo.o e4.e e.9 35 At Yntues shown ore Design PSE(Pounds per Squore foot) ) VALUES FOR EXTERIOR LOADS(+) SHOWN ARE I droving no,7 FOR SILL Y!!!H WA(EHDAH ADAPTER .JUL O 2915 7 1Nf75...Q4 FOR WINDOWS WITHOUT WA7ERRAR ADAPTER 1. LIMIT EXTERIOR(+)LOADS TO HOP PSE sheet qA of tOJ Z._ A�% In_stollotion Type "A'� IMPORLANT NOTE: Hk Wood Bucks must sustain 6 w/ 1 a 4 Beveled P.I.Wood Buck loads imposed by glazing B. system and transfer p 9i them to the building 6 Duck bed in a' ` structure. TYPICAL ANCHORS: sEe ELEV.FOR wActNG sealant (typ) -.. - 1(}'DIA. ULTRACON BY'ELCO' (Fe-177 KSI,Fy-155 KSI) V t w KWIK-CON II(N-10 xsr,Fy=157 K9) C 0 _`� i INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Q a�I I/4' Dia.at Head _ 1-1/2"MIN.PENETRATION INTO WOOD yr ma Ulilrocon dOr S(�Yv)1/ ,n E THRU 1 TY BUCKS INTO CONC.OR MASONRY LL N s Kwik-con -=)11I s 1-1/4'MIN.EMBED INTO CONIC.OR MASONRY j B (or equal) . DIRLCTLY INTO CONCRETE OR FILLED BLOCKS �b f CH) E T 1-3/4"MIN.EMBED INTO CONCRETE OR FILLED BLOCK 1/4'DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS(MIN.THK. 1/8') n INTO METAL STRUCTURES s'MT STEEL: 12 GA.MIN. (Fy a 36 KSI MIN.) A4 ALUMINUM : 1/8'THK. MIN. (6063-TS MIN.) x 01,1 I/2- (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w T5 'I _ MinTYPICAL EDGE DISTANCE _I !HTO CONCRETE AND MASONRY s 2-1/2'MIN. �T INTO WOOD STRUCTURE I"MIN. �;0 rn n a - -- "1 INTO METAL STRUCTURE=3/4"MIN. $ Z z4�I 2 3/4" WOOD AT HEAD,SLL OR JAMBS SG-0.55 WN. CONCRETE AT HEAD,SILL OR JAMBS fe=3DOD PSI MIN. C-90 FILLED BLOCK AT JAMBS I'm=2060 PSI MIN. C) I x 4 Reveled P.T. Wood Huck (typ.) I- JB 11/a' ��• Values for Installation Type '•A" apply to the following installation types, with x^ maximum shim space 1/4": W'u_d 1-- Using lby P.T. wood bucks, min. 3/4" thick, 11yis d Io44�: L Optional 2-- Directly into masonry, without the use of wood bucks. Sealant Non-beveled 0 e Wood Buck 8 'q'3 ffggll S (dotted) 3- Directly into a steel Or aluminum structure I r 1/8" thick and using '�by Teksothers or Sell drilling screws. -I�o Structure must be designed by others to sustain the loads imposed f - by the window. YRODUCr REVISED C nr�plyo,,,vo A as F'W" M'rtlSX�AZ 1 s'•' —• � ,,rrrw��N"t5-o512.0 �_�lJ a s . I: wn Da4 111���� 2015 drawing no. Mian and ymYcl l:anaoF Optional Pre-Cost sill M5-04 j (sheat 5 of IOJ e Z Insiallotion Type B" Installotion Type 'C" 21 ISI Raveled P.T.Blood Buck os d d penetrolion wood bonly a JI v5�ng l z b ur Y x A ucks G9 Ouch bed In rr• - > Buck bed i u' ,calant(typ) •. sealonl(lyp) d •r•"•r"•• O i za�o� 1/4" Dia. Flat Head /� i ____ Sealants Ultrocon/Kwik-Con ` _ 1/4' f.jo. Flat Head (IYP) (or Equo Sealanl� r -" Teks Or 1-1/2" Min. Wood Embed (typ) ul��`- _ E Ile Dia. Ullracon/Kwik-Con -- -1 - Fasteners ! O 444 JI 1 x 4 & 2 x 4 P.I. Wood Buck(typ)OH o s yy •• 3 t/9' _•�__ Sec Installation o q� Min. 1 - r— Types "A" & ..B. � �n _I for 1 x 4 & 2 x 4 N �1 •♦ P.T. Wood Buck Styles z mNnR IMPORTANT NOTE: 111 Wood Ducks must sustain 3 e�♦ lands imposed by glazing 2 3/4• , system and transfer U (� •S \ them to the building c- --� _ 2 x 4 Beveled P.I. structure. `Noud Buck (typ.) ()L3 &�!T I JD &�J� yOINarN4V19IL Nyins wietib RaMl I S4 llwkCal. n.aprMet+a 15.05120 Optional Total'Hood rnaiit sealonl J Non-beveled Penetrallon x 4 4 8 Wood Buck FV— Optional(S) (dolled) Non-beveled Wood Buck °'x 8.a (dotted) _ c o 8 0 1 - Ergr.:AVAa IXWiO �.I�..,•_y • • O. T i / - �/1 _r_ AtL 1 S]859I (o ll • •aed / .Ire re el Jy��l Optional Pre-Cost Sill ANCI1022S ANCHORS MOt_ti1GN LOAD CAPACITY-PSF •••••UBSIGN WAD CAPACITY-PSP SAO,P'ME PATft.'FN$SD.HD"$PATTERN STA ROSE PAITEAR .1161%PAiTYAN o WINDOW DIMS. ANCHOF W/0 ADOL ANCHOR 9IM AOOL.ARMOR WINDOW DIMS. A40017�W/O ADOL ANCHOR 91170 AWL ANCHOR z, Z`7H ioff At m,of Orr'{+21&na-}Exi'.(+2104 I- 19 DTN HOCK AT,v9 ESA.{�)&W } ( d 7 +}mut[.(-)5x7.(+) wr{_} W 3 2O 210.0 7 d 30• 210a.0....__.0 2104 28-if2' 2� i 2Y210.0 g a 3z' 210.0 _ 210.0 317 2+0.0 210.0 C'V J6' RtoA 210.0 - 53-+/6' 2100 210.0- 42' 2019 21OA t9-1/8' 210.0 210.0 48' 175.7 210.0_ 26-1/2' -3/e t 210.0-- 210.0_ VT p H J6 54* 507.2 206.5� 37' 24' 210.0 210.0 53-I/8' 176.9 2104 Q.3 h cl 30' 193.7 2104 19-1/e' _ 210.0 210.0 32' 4 _�1853�- 210.0 26-1/2'50-5 J8' 4 4 210.0_ 210.0 yMy� 41^ 36' 9 210.0 _ 37' 2065 214.0 z m{ l2' 9 1912 53-1/8' 145.8 196.3 118' r�,FO 4!- ITSAis-/S* 2704 2104 - -- 54' 1;83 157.9 26-1/2' S3• 4 198.4 __ _210.0 24' 250.0 210.0 157.4 195.7 I gy 30' 210.0 210.0 53-1 B' 120.5 150.7 J2' 21_04_ 21 Je' 0. I9-1/8' 210.0 210.0 72' 6 201.8- 42' 181.8 v�210.0 37' 198.1 _ --210.0 46• 1453 1929 53-1/0' 120,6 176.7 �4O0 rc 54' 117.2 175J 19-1/8' 210.0 2104 c3 V-- 24" 210,0 210.0 26-I/2' 210.0 2tO. N N ]0' 169.5 210.0 37' 74 6 104.4 xiD.o LOADS APPLY TO INSTALLATION TYPES az• 1603 zlo.o ss-lfe' ndx 1669 A, B & C AND INTO ALUMINUM BUCKS O NM JB' 64' 6 763.1 198.8 FOR ALUMINUM BUCK INSTALLATION SEE III. z ar �t4b.z Li3n SHEETS 9 AND 10. to JB' Il5.4 167.6 54' 117.2 J_1453^ U p 24• 194.6 210.0 1'Ya1h JJ 30' 1614 5883 32' --1533_ 1789 96' 8 139.7 F..__ 1830 42' 124.5 145J _ In:l03iaf7on $ Screws 18' �.I lJS 02.4 ry' 54' 104.8 1222 ` Addl.Anchor a t' 24' 21010 219.0 AI AtCr Slil,Ends . { Sea Chart for Capacity =, 3 30' 107.5 210.0 +./ 9 32' 108' 8 _ 177.7 1999 O_ .._ 2 36' 181.4 181.8 a2' 1 03.1 161.0 48' 129.7 505,4 E "tom =H e 8 24' _ 201.8 210.0eu oras 34' 1564 32 3' 120' 8 157.2 1118176.6.88 142.4 CGI Standard HOIr, Pottrrn Ems.• •'� j%<a�yfneD.L.naiD,�t7mfe. IiI II 46• 2' ..125.8 141.5 M /7py92 .iiWt5-0514. ,a an 7>m 40 8 11 a I1 }OIVA9 - Mo. (((drawing a. Ref,, to sheets 5 A, 6 of 10 for description of instoDDtian typ¢ A - B -C I W05-04 :sheet 7 Df 10,05 70, r 0 Vcrticol Mullion Performance. Horizontal Mullion Perfor(nonce For Window Performance, refer to sheets 3 or 4 1Y SA' jI CTribtory Width V!1 W2 . I .Iv I Z sI For Window lerformancc, refer to sheets 3 or 4 rrl _N2 wt__ W2 i Q n 6 ma Imtvnafwn Scrers }'y(- I t N14 x I-FH lyp 1 0») }I�--3' I � ort leks Or Self Drilling a �I OM, c,p g Q ,., c, lam_' E NO In !Aulliple Opening ::ultiple Opening I"x M1-x 1/0'lhk.Aluminum (2 ar orae.ind9ws) (z or more alnaovre) Q § s w/ I set_ on each side of mullion w/ 2 or.1 screws on each side of mullion Tube IAullion (unclipped at ends t V Slpndafd Installation Hiah Load Installation (`Hull IcngU Wdw Width - 1� (• - additional holes to be drilled by installer) V) 1-x 4-x 1/8' lhk. Aluminum IHjw.N MICHCAMAC i - 'Y o L c AA Tube Mullion (unclipped at ends) C.E AS Ila te0 ANCHa TIRES"CHO D AHCTIOR OP9 THREE CIIORS oRE Ae"CHOR TEO ANCHOMI 'iI1REE C IS I O ('dull length = Wdw Height - 1_) r4- "o DIMS. CACTI SIDE EACH SIDE EICII SIDE NINDDi DIMS. EACH SIDE EACH SIDE EACH 510E "114DOR DIMS. QACH 510E PACH SIDE EACR SIDE _= HE1an W.(1).VR.(-)W.(1)R L91{-)E04.)b wL(-) warH Haan 1n.(1)A Iwj-)W.(a)..1.(-)W4()e<IHf.(-) .0. IRIDIR W.(I)h WI.(-1 W.(a)4 IN2.(-)W.(+)d eR.(-) �In 150.0 210. :10.0 N' wa 12&6 IW.T s]-+/e' 26' 210. 2104 210.011(1.9 210. 2100 w 53J IOe.J 1141 9-1/9' 2104 2160 - 210.0 � C3f,,w x 3/el F r 1218 xlo.o 2io.1 3x• Me lou fate 26-1/T 38J/8- 194.6 x10.0 2160 $'ZZieks or Sell Ofilling screws ---- ---'� -__ 120.0 210.0 x10.0 3a• I6- .0.2 923 96.6 1J• 178.2 216-0-_l'Is x10.0 x10.0 _--.2- 11.1 ez_s 515 s]-1W 165.D 2100 2104- r2b- L7 Iles 1760 x+040 .e• Ts . i6.i Iv-1/e• 165-0 z1nD Taa � Uona xloo 2100 s1- 315 69.8 693 2e-1/z' 1304 zlao 17s/e 1@3 2160_ 210.0 x: seJ 98.7 _9eJ n- 108-0 zlao zlao 30' 96.o III- x10.0 3D- Ie3 793 "J95 s3-1/e• -�ol.l 20L1 aao ]x' 92.0_ _154.1 2100 32- 1�. - 11.0 21.9 - 64.9 19-I/e' 126. 210.0 210.0 L ]9' 6Y x A 36• TOA 6J.2 6r2 25-1/2• eJ- 95.] 19e.6 210.0 DI .2- 76.1 1512 x,- .2- 333 Ms 555 ]Y 7e.7- 152.4 210.0 18- 630 1504 x1170 Ie- 32.1 32.2 52.2 sl-1/e- 624 133.6 2009 5 R A 51' 22.J 115.5 210.0 21• 5640 61.1 __JI.4 19-1/5' IOae 2104 110-0 H 21- 90.0 len. _ 216.0 ]0' 11.1 s].fi 5646 z5-1/2- n• 112 -_ !ms 2104 „ I 9 J°- 3s.e u1.e 170.0 n• uo• 35. s1.z 512 n• _i3as 19ew _ a.gj4$g r- v_ ]2- J2a IR.e 21o.o ]6- 15.] -- 118 b3 53-1/e' 517 mu mtt n' --- ------ 6e.T u33 zona 1Y 31.2 I:a"-- --'-- Sculanl ]9• 62.2 19-t/5• 102.0 201.0 210.0 -. t 663_ 121-0 1.1.5 25-1/2• i6• 77.D 1319_ ]IDA 8' (yp) .e' Sha 112.5__ M.e ]Y bas 51' S1] 106] 160.0 53-1/e' 19.] 98.J 118.0 21• 75.0 Ib.O 211.0 ]D• 62.6 - 16x5 %6119i, ]2' .e .1 I62.9_ II(qT II 3e 81• !4.s 109.+___ 116.1 CnYr.G, ADMb I'RWUCT RRVISIiU I w _ J 1We2 °n'PItViNNe Florid. 1 .2' .9.0 95.0 1x9.6 M Duild"mB L'ndc 1 .a• .s.o 904-- - 12_1 c isle nAnvlolc6 r+.15-OE312.07 j k k Sa' 62,1 01.2 1011 CwPimlion CW`�1lDD �� 1111av .la PrOdurlQn (drawing n u . 0 21715 (W05-04 (sheet T-6110. 0 PERFORMANCE AU I. PERFORMANCE ALUMINUM AT I IMINUM 13-=K FRANUNG DETAII.9 ORN MCE VAHUGECK IIF ORMAN E VALUES OF INC% 1� I NST,yymAL,��L\710N ANCHORS INSCAI]ATION ANCHORS UUM TO$MEETS 3 INRU 9 FOR WINDOB WXMCS OI it.)&INf.(-) EfR.(1)N INT.(-) USE LONER APPUCAOME VALUES. AA "CIIOR ACINO INC JOB SPACING L\CNOR SPACING ANCHOR 3PA[HiG ANCHOR SP,, No ANCHOR SPACING Z n S WINDOW OWN. INTO OMC. INTO IIU110T RID INTO 1000 WINDOW DIMS. INTO CONC. INTO Holm.HIDE INTO 6000 0 V Wont HE�CHT 10"O.C. 'O.C. 16"O.C.,6.O.C. 10"O.C. 0'O.C. MOTH Y.00NT 1B'O.C. e'O.L lB'O.C.e'O.C. le•O.L D• 24' 210.0 110.0 176.7 210.0 110,0 210.0 19-1/8" 710. 2111.0 _210.0 ' 210,0 210.0 210A .. 1 Q O• 9-i 30• 210.0 210.0 155.9 210.0 210.0 2140 26-1/2' 26• 210.0 I.210+0 210.0 210.0 210.0 210.0 0 i9 c'.ui 32' 210.0 210.0 1505 210.0 210.0 210.0 3Y 210.0 1 1100 1855 _210,0 21OZ 2100 v'I '. 1I a ]6" 48' 2_10.0 210.0 142.9 110.0_ 210,0 210.0 5J-1/8' 110.0 210.0 116.0 210.0 198.8 210.0 - -- _ 42' 205.7 210.0 131.3 204.2 176-3 210.0 19-1/8" 210.0 21&0 210.0_ 210.0 210_0 _210.0_ V G �y 48' 205.7 ' 710.0 IJI-3 101.0 180.0 _210.0 28-1/2' >e-J/8' 210.0 210.0 173.9 210.0 210.0 210,0 SC 160.0 II0.0 1(172 IDl.6 IH.O 210.0 J7' 210.0 210.0 157,0 210.0 210.0__210,0 24' 710.0 210.0 134.0 210.0 210.0_ 210.0 53-1/B" IB&6 210.0 1185 207.4 159.2 IIOA JO' 179.2 ."0.0 114,3 200.1 210. _210.0 19-1/8" 210.0 210.0 19&6 210.0 210.0 _210.0 32' ,F" I 171.1 2.0.0 109.6 191.9 210D _2_1MO 25-1/2• 50-6/B, 210.0 210.0 155.9 210.0 210.0 210.0 �))) L6 I yyy�F L >d' 60' _160.0 110.0 102.1 178.7 210D 210.0 J7" 2015 210.0 129.9 I%A 210.0 210.0 42• 147.7_3-10.0 94,2 164.9 17&3 1 210.0 53-VD• 171.8 210.0 109.6 180.7 117.3 210,0 4H' 140.0 110.0 1943 156.3 110.0 210.0 18-i/8• 210.0 Z10A_ 188L 210.0 210.0 210.0 �'� 5Y 1b./ 210.0 86e 151.8 1421 210.0 26-I/Z' _ 210.0-210.0 146+4 210.0 210.0 210. 24• 210.0 210._0 134.0 210.0 ZI0.0 210.0 37• 16].7_ 210.0 117.2 -i-- VIM 210,0 210.0 !0' 178.210.0 _112.6 207.1 210.0 II0.0 53-1/0' 156.1 210.0 99.7 159.5 146.9 210.0 14 SNS 3 n 32• 168.8 2140 107.7 1978 7100 310.0 19-1/8' 210.0 _210.0 161.6 710.0 210,0 210.0 AT 8'FROM ENDS AT 6'FROY4 ENDS ]8' 72• 153.1 M. 99.] 178.7 110,0 210.0 28-1/2' 72' 194.2 210.0 1219 210.0 210.0 210.0 AND 24'O.C.IW. AND 24'O.C.MAW. 42' 141.2 210.0 90.1 152.2 178.3 210.0 37' 151.1 _210.0 97.5 1755 210.0 210.0 3 O w R ap' 131.3 1160 63_6_ IWO 180.0 1 210.0 5J-1/5• 125.7 210.0 79.9 '143.9 146.9 210.0 _ C3 LK- 51' 124.1 210.0 79.1 142.9 1123 210.0 19-1/8• _210A_ 210.0 151.9___210.0_ _210.0 2101 N U7 24' 210.0 1 210.0 IJ4A �210.0 2_10.0 210.0 26-1/2' 76• 181.9 210.0 -Ti6.0 20&9 210.0 210.0 �N o ]D' 175.3 210.0 111.9 I lg&4 210.0 2101 SY 1421 I 210.0 90.7 1 163.3 210,0 210.0 SZ' 166.6 210.0 106.1 177_.4_ 210.0 210.0 3]-1/B' 115.1 207-3 735 1322 116.9 210,0 la (� �N f - O NWI'I a 1 3r�l 0 3 36' 84' 157.1 210.0 87.5 162.1 _210,3 210.0 a2' -117.1 210.0 8)3 145.9 I7&]_ 210.0 jj Ia JB' 129.0 710.0 Bo.4 1]60 100.0 710.0 � 4t' 117A 196.5 79.2 125.4 142.2 210.0 ' ,,�,,��'O��iiR••• (C - _ 1. 210.2 1(I210.0 111.0 210.0 210.0 _210.0 J'� _ b' 174.2 I 110.0 111.2_ 190.6 210.0 210.0 -- 32' 115+4 210.0 10.55 IBo.9 210.0 21M 36' 98• 150.8 2111.0 96.2 161.9 710.0 110.0 eialiE=GAMIS!PS♦ II 'MOOD BUCK a2' 1]1.4 110.0 85.8 1+7.0 178.3 210.0 $ILlS CAN ALSO BE USED A it nl/1 dA ULTRACON OR 1 OR WOOD SlRUC1URE$ C N 48' 123.5 710.0 78.2 1]1.0 IMO 210.0 WITH OPTICNAL WATERSAR ' NWIK-CON 9 q tl u I-]/4•MW.EMBED INTO 51' 11].6 194.8 725 124-3 1421 210.0 2 1/2'1011 I -CONE.OR fRLED BLOCK 1 1/4'CIA.ULTRACAN OR 2t' 153.0 210..0_ _117.3 210.0 210.0 210.0 EDOEEDGE GIST. AT 6"'OF END.9 AND 1 Yw•.� I//'OSL MIC-CON 4 �� N• 30' _151.7 210.0 96.8 179.8 210.0 210.0 \ IB•OR R O.C.YAK. 1-1/2•YIN.EYBED JJJ _ SEE CHART FOR LWACTIT 3 32' 143.8 210.0 91.8 170+4 210.0 210.0 AT 6"FROM ENDS AND v _ 16'OR S'O.C.YAX. los' _ 130.7 210.0 8l.t 134.8 210.0 I10.0 TYPICALIN TA ATION DETAI SEE CHART FOR CAPACITY18' 4r nsA 21ao _uA u7_A_ 171.3 zlao ON ALL FDUR SIDES/USING ALUMINUM 46' 105.0 195.0 57.0 124.4 160.0 210.0 Ilk 21• 108.7 110.0 119.1 210.0 210D 210.0 JO' I5 3 .8 2111.0 98.0 117.6_ _210,0A 4.253- h.815 C-...^ 32' 120' 145.1 210.0 928 173.9 _210.0 1.270 .628�- -.908 'O� alr�64.1 -- 210.0En90�YV/O ANWp PRODUCFNLYISED 1164 2100 74.3 1]9.2 17&J 1A&5� I ( FIA FO 10592 a ,,IyiM.Ah OWFTa1N4 .T 1.125 C!W R.d4m,CCode `'� 562 Auep N.15-17512. Ezpile6-Dew w e I;g u L.S03J At �prOp�L drovIng ALUMINUM RUCK OPTIONAL COVE R 906]-16 64/3-Te .lU 0�n1� �,W05_-04 (sheet 9 o11p1 VERiORMANCE VALUES PERFORMANCE VALUES OF ALUMINUM BUCK OF ALUMINUM BUCK V INSTALLATION ANCHORS INSTALLATION ANCHORS LXT.(4)890..(-) 11NOo9 at" WCIIORS MIT 110LW3 BI-0C[ WCNOB9 LIT.0.1c. 1\'0X018 V110 WWI etNDOe pIY1 WCNOR9 1e10 HOIJDI BIDC[ I WCYORY INTO coNC. MCH.R3 0110 7004 Z n j CLDSTCR CW9TFR CLUSTER CLUSRR CLOMlA CW9TFR 010,'14.0.CLUSTER[LUSTlH CLUSTER CW5TCR CLUSTpi ttVSTER CWSR74 CLUSTER RUSTlR CLV9TCR CLVSTFJI CLURRR CL119TR.CLV9TIIICIUSIW CLVSlFR[LUBT¢R Q h -am HELM OF 2 • OF 4 Or 4 OF 6 OE 2 OF 1 OF D OE 9 OF 2 or 4 OP 9 Or 9 MOTH HE. OF 2 I OF 4 Or B OE a OF 2 OF 4 OF B OF B 09 2 OF 4 OF 8 Y>A Q yl a 24• 893 IT6.]_ 210.0 210.0 110.0 210.0 310.0 210.0 _120_0 _210.0__210.0 __210.0 19-1/8' 210.0 210_D 210.0 210.0 _21_0-0__ 110.0 210.0 210_0 210D 1210D 27MO 2154 4 tgl o )p' 78.0 155.9 210.0 210.0 122.2 210.0 210.0 210.0 101.] 2093 210.0 210.0 28-1/Z' 28• 210-0 210.0 210-0 210.0 210.0 210.0 210.0 110.0 210.0 110.0 210.11 2tOD O`j ]Y ru.4 150.8 1 210.0 210.0 119.1 110.0 210.0 210.0 1013 2025 21Do 210.0 37' 2100 21.D 210.0 210.0 210.0 1 310.D 210.0 210.0 21'0 ZI0.0 21MO 2tp-0 J u ]D" 48' 71.5 I 1`_2.9 210.0 210.➢ 112.0 21M _210.0 _210.0 90.0_ 19LO 210.0 210.0 5J-1/8' 2tOA 210.0 210.0 210➢ 210.0 210.0 210.0 210.0 210.0 110.0 210.0 210.0 Di LF. < 42' 89.1 1]6.1 204.2 210.0 108.7 210.0 210-0 210.0 9fA 182.9 210.0 210,0 I9-1/6' IMf 110.0: 210.0 2104 2100 210.0 210.0 2100 160.2 2104 21.0 2104 0 u n� te" e].0 1]1.0 201.(1 210.0 103-0 210.0 210.0 210.0 904 160.0 210➢ 210.0 26-1/2' 1139 210.4 1210.0 210-0 161.7 210.0 2160 210.0 155.7 210.0 210.0 2160 0 ]e-] �------------------- ¢ 54' 67.0 1300 :01.0 x10,0 10.1.0 2104 210.0 210.0 90-0 160.v 210.0 210.0 37' 105.0 2c99 210. 2104 1613 210.0 210.0 210.0 141.0 710A 310.0 _2H0A Og`� P• 67.0 111.0 ro1.0 1 II0.0 103.0{210-0 210-0 2104 90.0 IB0.0 210-0 210.0 SJ-1/6' 1018 3W.6 110.0 710.0 1643 II0.0 214.4 210.0 110.0, 310-0 210.0 210.0 ]0" 57.2 111.3 171.5 21.0 88.9 IT11.2 210.0 210.0 ]6d 15].6 210.0 210.0 19-1/B' Ral _196:6 _210.0 210.0 134.0 210.0 210.0 J27 J2.0_ _210.0 210.0 210D �d54.8 109.8 I6AS 210.0 859 171.9 1210.0 210.0 ]is 147.] 210.0 210.0 28-1/2' 779 1559 210.0 2100 --172.1 210.0 210.0 04.] 109.4 210.0 TOLD50-5/B'JB' 60' 51.0 102.1 1511 201.2 Bao 160.0 210X 210.0 68.6 1]7.1 2057 _210.0 3Y 61.9 129.9 194-0 -1100 101.9 10Jfi 710.0 ]2174.5 210.0 210042" 47.1 942 W.4 188.5 138 147.7 _210-0 210.0 OZ 1284 I 189.9 210.0 5J-1/0' 60.2 1202 100.] 2160 94.4 180.8 210.0 0.9 1814 210.0 310.0b' Ia19310178.7 TOA 1404 210. 210.0 0041x0.0160.0 2100 19-1/B' 75.5 VH.0 210.0 _210.0 110.4 210➢ 210.0 01.4 2DL9 21.0 210D Be.e 179-0 173} 67.9 ITL! x0].8 1 2104 56.2 116.4 1]4.5 x10.0 26-1/2' �• M5 117.1 175.6 210.0 91.7 163.5 210.0 8.e 137.] 2160 210,081.0 111&0 210.0 210.0 MO 144.0 2160 210M 3Y 48.9 918 110.8 1173 715 118.9 210.0 10 125➢ 186.9 310.00,3.1 9D3 IWA 1003 Tal 1113 110.0 210.0 60A 1213 OH9 210A Sl-1/8' J9s >o.] 119.6 I 159} 6L3 123.0 1873 1.6 107.1 180.7 210.032• s].1 861 139.1 172367.5IJ_3A2023210.0 57.9 115.7 1118 210.0 19-1/e' 61d 1293 193.8 210A 1013 202-0 210.0 511 1717 210.0 210.0 o]5" JY J9.7 19.4 119.1 ISBA 62.2 121-0 1867 21.0 531 106.7 IrA.O 310.0 36-1/3" 49-0 99.2 145.] 190.3 77.7 193.4 1 LIMO 166.6 1312 199A 210.0 3 1 42• ]6.0 73.1 108.1 134.1 583 1129 169.1__210:0 1 4 _902 _1152 19.1.0 3Y 39.( 790__11].0_ 156.0 _61.1_ 122.2 _183.3 _210.0 NA 104.8 157.1 2093 IWO 16' J]3 67.0 1005 134.0 52.5 IOSD 157.5 110-0 450 90.0 I.U.O 180.0 33-1/9' 32.0 -644 95.9 1279 %1 1 100.2 150.3 200.4 434 05.9 128.9 1 1712 C) 5. 112 03.5 25.] 127.1 492 99.6 149.] HIM 42.7 BS3 1290 170.7 19-1/5' 00.7 121.5 182.2 110.0 952 190.1 _210.0_ 210-0 61_6 �2,4.1 2 1100 21'024• 56.017U 134.0 176770.0 IaOA 310.0 2HL0 604 120.0 18.0 2HL0 24 1/Y 40.4 9Lo 1]9.2 1 72.7 145.5 210.0 210.0 621 teT.O 2_ __-O' 111.9 119.1 30.1 1169 ITS] 210.0 50.1 1002 1'11} 200.3 J7' �6 J6.] )3.6 1068 1411 389 _113.7170.5 210-0 10.19 1064 _111.8 !Se 1113 160.8 2160 aL6 933 1429 190.6 61-1/8' 294 598 082 1176 10.1 p3.1 1382 181.1 193 1164 137.9 Z N I(] n XB' 11• 4 97.5 129.9 no ! HH. 1521 2a3.5 416 673 1]69 174.3 3:"n 4Y 3 87.3 IMF 457 91.1 137.1 19L9 ]91 76.1 It— 1361 1B' .6 e'/ 1 10)2 120 640_ 139.0 1660 ]5.0IOB.O114.02---752---IO0.J ]93 78.8 11].9 157.2 33.] 874 101.1 IMT 12 - PRE PUNC11E0 ANCHOR HOLES 15CJ 205.7 3"TYP. /ALL OTHER HOLES3i .6 114,9 I I 60.0 1roD 1600 20.0 Sl.f 102.9 _ 1DRILLED O1 FIE D ___ U^2]0' .5 95.1 127.1 49.o 99.8 Ia93 1 199.1 47.] 853 128.0 17'7 SPACING __-_ 60.]__900, 120.5 _47.2 _94.5 _14_1_)__189.0 103 BI.O 121.3 162.0 I I (----- 111 BB.2 129.2 112.3 36.9 73.6 110.8 117.7 1311 go, 21.5 554 11222i 109.1i 24.5 49.0 715 _90.0__]6.4 ]8.B_ 115.2_ 1]18 32.9 - 46• 223__44.7 670 69.3 35.0 710 1 103.0 1 IQA ]OA 6.0 90.0 1 120.0F 8i x0.7 41.4 W.1 52.8 JL5 64.9 97.0, 1299 272 ULF 515 111} SCREWS IN CLUSTER - 24' 113 _8]-0 100.1_ 1]40 9L' _I M.O _137.5 _210.0 _45.0 9VD_ 1310 IB0.0_ 1%4 4Ul1JON L-2 30" 27.7 553 83.0 IMF 4111 86.7 11'1 173.4 37.2 74.3 1115 1498 I SLE SHT B OF 11 0 ]3• _262 _52_4_ 70.7 _1_04.8 11.1 822 1213 1W1 352 70.{ 1057 110.9 1 3e- l6' 108" 23A 1 11.8 11.9 953 113 ]C) 112.0 119} 33.0 04.0 984 I 1260 H --'------ --------- � 4Y 11.1 4].1 61.1 845 111 1 50.1 993 1]2.0, 28.4 50.] 8SI 11].5 48" 19.1 )e} 1 574 76.e 30.0 60.0 9D.0 120.0 35.7 51.4 77.1 102.0 I 3W 29.8 39.8 89.1 119.1 Ifl] 913 � 140.0 1867 M. 90.0 120.0 16.0 ]0' 21.5 BO )35 95.0 364 7fl6 113.7_ 1318 _13.9_ 61.8_ _98.7__1]1.7 32' 130' 213 161 i 69.6 92.6 -383 _72.7- 1NO INA 31.2 623 915 12x.6 I J6' 31.0 12-0 63.1 84.1 X2.9 63.9 968 1]1.8 30.1 363 81.7 1139 L 1Z' :8.6 ' ]7.1 517 74.3 29.1 561 07.3 110.1 21.9 49.8 71.8 99.7 ANCHORS MIN. EDGE DIST. = 2-1/2 IN. ANCIIOI2S AT I I Enp1:,M9AD W4W PRODUCTIME ISE➢ a I� l AI,UM[NUM__17UCi(-F'RA MIN L: N- W ElA P11112 °' ^'14rI^9`^ro Y'^F 1. (AT MUI.LION IiNDS) CLUSTOi OFA 4,0 OR B ANCHORS °AN A�.vmui29l5•0512.0'1. �. !(SEE CHARTS ABOVE).ALL DINER BUCK If ion Dole I ,�7 ANCHORS AS PER SHEET 9. -__-J FOR WINDOW ANCHORING TO (CLUSTER OF B BEING SHOWN) H P7aar3 ((drawing l ALUMINUM BUCKS USE #14 SCREWS NOTE:ALUTANUM BUCKS ARE SUPPLIED WTIH L 1015 `W05-041 SPACED AS PER SHEETS 7 & H. CLUSTER OF 2(1 SCREW HOLE PER SIDE)STANDARD. EXTRA HOLES MUST BE FIELD DRILLED IF REWIRED. �5hmt 10 of 1Oi