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' �T,LLQ COUNTy�UIL ZDWISIoN REVEWED FOR C LIANC.E R �'r D J J N ?036Vi>1e >�D Y DATE MIAMI•�ADE >r'LAN8 :ERMIT MUSTS BE Ii�P O MIAMI DADE COUNTY OR NO NSPECTION WILL BE MADE. R JCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Sov/econom CGI Windows and Doors,Inc. 10100 NW 25th Street Miami,FL 33112 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted.by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity.Hurricane Zone. DESCRIPTION erles`x360"_lum itum Single Jfffiu in+IoW� APPROVAL DOCUMENT- 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., 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, modellseries, 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#12.0522.11 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 reviewedby Manuel Perez,P.E. 1 NOA No.15-0512.07 MIAMI•DADECOUNTY /�- Expiration Date: May 05,2020 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® 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. M nue ere ,P.E. Product Cot�-0512.07 miner NOA Expiration Date: May 05,2020 Approval Date: September 03,2015 E-1 CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coN jmm) 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, 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-0080-0402-08, 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 NDA No. 081208.06) 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 24113.2.1,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-5" 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 Exmin 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 E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGIasO(Clear and White)Glass Interlayers"dated 06/25/15,exphing 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 Clear or Color Glass Interlayers"dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition(2014),and of no financial interest, dated July 16,2014, issued by At-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0822.11) 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 NOA 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 NOA No. 05-0215.02) 4. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as well as Duraseat®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 P- ergf,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 &2. SEE SHEER 3&4 FOR CAPACRIES. �lo It to 1/2'(typ.flange)—� n t6 t 12 15 r0IIDpernMe spit,�I ;1= g� B e Installation Screws S I� O hoe 4 (Refer to sheets a.p 5. 6&7 for 0 n sooting information) V a N Yfindow Width Q 6 Q Q S O ° soz ___ 02 cxlcrlor 1 6- 6" LLzu31 20 21 •)B Daylight Daylight �� moz. max a m g,e,11 (I�) 0 D) 3 9/16" Opng. Opng. 3 9/16- C) rn4 SINE SMFAlS]h TDR Ca35--M Window Width Window Width v (opcwwp EF Sudllce APPI Id Jj 2 i PINSTRUCTIONS FOR USING CAPACITY CHARTS: Mun(ins(optional) o �1 DETERMINE THE REQUIRED 061CN PRESSURES FYJR n STP 2 A GIVEN WMOEYI CAPACITY O riWl .� DETERMINE THE COM/GLA OF THE WINDOW = I I w O R m SHEETS 3 AND 4. /CLASS TYPE FROM CHARTS ON ._ SHEETS 3 AND 4. o 3o a O m 2 t STEP 3 OEfERMINE THE ANCHOR CAPACITY FROM SHEET 7 } �� Ajl— l ? 3 N M n N FOR SINGLE OPENINGS,APPLICABLE To ANCHORS TYPE j A.B OR C SHORT!ON SHEETS 5 AND 6. pr' O3Mo 3 STEP 4 �ALUMINUM BUCKS ARE USED,VERIFY THE BUCK a Z_Z�N INSTALLATION CAPACITY FROM SHEET 9. L�j 3 0_n 9 STEP 5 FOR UNLUPPED MULLED WINDOWS DETERMINE j �'I aO MUWDN/MUWON ANCHORS CAPACITY FOR 1X4 TUBE B I I N MULLION FROM CHANTS ON SHEET B. rn STEP 6 A AHORINGA BUCRB ARE USED DETERMINE BUCK p ANCHORING RmUKS ARE USED CHARTS ON SHEET 10. isE (opGpaa9 5 4 - t THE MUSTLOWEST UAL OR VALUE APPLY TO THE DESIGNINSTALLATION rn AND MUST EQUAL OR EXCEED THE REQUIRED DESIGN O 5 T (OplienaQ (RequuM) PRESSURES OBTAINED FROM STEP 1. e� � B a0 Typical Elevation P SERIES'380'ALUMINUM SINGLE DUNG WINDOW c�B a APPROVAL APPLIES TO SPIGLE UNITS OR SIDE BY SIDE COMBINATIONS v d 2 OF SW/S.H.OR SINGLE HUNG WITH OTHER MAIN-DARE COUNTY APPROVED WINDOWS USING MMNI-DACE COUNTY APPROVED MULLIONS IN BETWEEN. •• LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL aT3 SO t WILL APPLY To ENTIRE SYSTEM. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. H -6Kai m 8 tut 6 SHURERS ARE NOT REQUIRED. o b 8 iV L JI T2 THIS PRODUCT Wl5 BEEN DESIGNED AND TESTED 1D CONFLY WITH THE =___ _ Litt REQUIREMENTS OF THE FLORIDA BUILDING CODE INCWme WGH VELOCITY (OPU—) HURRICANE ZONE(HM). 2 I" WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER mRODUCr REUSED T mptymgwBho,e lorl& Enar.,IAVAD AIolAo $ (opGanoQ LOADS TO THE STRUCTURE. BviWia6 CUde CML '31 3 ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS AcccPmvice Nat-O IZ•D Fu PE 70592 - t EMBEDMENT TO LYSE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. imlion Dam m S53B C BB o ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE By_ o X 9 NOT PART OF THIS APPROVAL Mfmni ade l'mdaa( Standard 12 Psf Sill Optional 15 PSF Woter Bar Adaptors A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. .(( - draw ng o. _ MATERIALS INCLUDING BUT NOT LIMITED TO SIEWMEFAL SCREWS,THAT W05-04 Can not be used with lock type © COME INTO CONTACT WITH OTHER DISSIMIAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG.CODE Sheet 1 of lO FRAME AND VENT DETAILS FOR GLASS TYPES 3,3A,4 AND 4A. V SEE SHEETS 3A&4A FOR CAPACITIES. OPTIONAL TOP RAIL SWEEP LOCK NOT AVAILABLE WITH THESE O O GLASS TYPES. Z g 0 17 16 12 15 aporoem son,Baa — � Instollallon Screws clL S 4 s (Refer to sheets p 5, 6 &7 for pg LL t _ - spocing informotion) 0 H O yt 19 16 Window Width a H ,4 $am�ry sao — Q�3�o (try 6" 6' N fi°2 --- - exle ri or -r\, LLiN 1 � �ma 20 27 Daylight ----- Pe (ryP) (0), 3 16 OPening a 4 see somas>w a.A ran cuss o— Window Witllh �� —"" I Surface Applied CMunIlms(ODt1ionol) � o� '�� �1J�_JI_ 31 K O� O O O175 � (n Aj:o r IR a3 3 e zzEc h pa Glazin at Insulated Laminated QLf �` 30_� V o r� me 4 °E 00 (00-1) 3 S e Typical Elevation p mesa 6 0 � 22 I �oso88 a g wt Frye DAVID AWLN PRODUCe REVISED cwa p,yindwi,nwynPddo ^_ CAN. 7092 !"PAM' Stondord 12 Psf Sill Optionol 15 PSF Water Bar Adoptor ()2fl15droving o. Can not 6e used wan mew type sheellA of 10 z °' 31 01 a I IL 0 OG v Oa Pie 0 apaao9 0ama� a�3�F LLzy=etv Bill of Materials o J a ITEM PART t2 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER MMARKS g ^ 1 W2320ING AS REOD. WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB/SCHLEGEL 2 CGI-612P AS REDD. PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK z O R 3 #146-4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY 4 N/A AS READ. GLAZING GLASS VARIES N o 5 N/A 1 COMPLETE SCREEN ALUM/MESH CGI-61 SO -COMBINATION EGRESS LOCK AND LIFT/PULL 1 P WOWS. 28"WIDE&SMALLER o 0 3 6 1 OR 2 ZINC CUSTOM CASTING m Z z t &616C ATTACHED W/(2) #8 X 5/8"FH SMS 2®WOWS. OVER 28"WIDE " 3 0 A30700& OPTIONAL SWEEP LOCK& KEEPER(replaces i ®WOWS. 28"WIDE&SMALLER o 7 C30705 1 OR 2 item 6)ATTACHED W/(4) #6 X 5/8"FH SMS ZINC TRUTH HARDWARE OR EQUIV. 2®WOWS. OVER 28"WIDE 8 18-11-XX-100 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 2 1 0 WOWS.28"WIDE&SMALLER _ ®WDWS. OVER 28'WIDE 9 _W-614C 2 TIE DOWN BLOCK ZINC CUSTOM CASTING _ G 10 VARIES 2 BALANCES(B&T OR SPIRAL) VARIES VARIES BOTH BALANCES CAN BE USED 11 CGI-617P 1 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB 'P 8 12 CGI-618P 2 VENT STOP PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS A k 14_ CGI-613P 2 FIXED VENT SHIM PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT PRODUCTREVIS"D _ c vlYm4.a iiwwwa coat _ 15 _CGI-619P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING _ Avc�,u Nol •0 12.0 16 CGI-622N 2 BOTTOM GUIDE/CLIP AT OPERABLE VENT NYLON CUSTOM CASTING s ivaiav ovc c a+-j' 9 17 CGI-620C 2 CARRIER SYSTEM ZINC CUSTOM CASTING OPTIONAL-BALANCE ATTACHES TO IT BY P—d 18 N/A 16 VENT ASSEMBLY SCREWS S/S _VARIES @10 X 1 1/4"PH SMS(2 PER CORNER) `g- 19 N/A 12 FRAME ASSEMBLY SCREWS S/S VARIES 910 X 1 1/4'PH SMS(2 PER CORNER) ECGI18�VAS REOD. VINYL BULB PVC PROTOTYPE PLASTIC EXTRUSIONSAS READ. STUCNRAL SILICONE SILICONE 3 SILICONES cE-1200,cE-2000,&DOW sssCOMBINATION EGRESS WB LOCK&UFT/PULL CUSTOM CASTING 1 ®WDWS. 28"WIDE&SMALLER1 OR 2 ATTACHED W/(2)#8 X 5/8"FH SMS ZINC (FOR USE WITH WATERBAR) 2 0 WDWS.OVER 28"WIDE ( O20152/LITE lSETrING BLOCKS EPDM - OUROMETER 85*5 SHORE A W05-04 sheet 2 of 10 1.572---] F--3.597 v---I �4w o o I ^ g Qf Y+ o I�.0e0 .1—I---3.452 '1 ° of �LL 600-Frame Head 607-Frame Sill 602-Frome Jomb V p 6063-TB fi063-T6 6063-T6 a R io oWc 1.326 f-1.]ol VENT SHAPES FOR GLASS TYPES 7 & 2 0 N W a n _ QgWE6 m g� I 3 l 605-Fixed Intick. 606-Movin Intick 607-5'dc Roil 609-Glzg. Deod 3 N 604-Hof2. Roil f 6p6� i 0§ 6063-TG 6063-T6 7 6063-T6 = pO w n -2,726_ VENT SHAPES FOR GLASS TYPES 3. 3A. 4 & 4A -i.J26= 7.326—I C— .0m ul�'�>•N o 1I 3 079 U 7'652 .085 2040 •700 y F,256 636 .� Z 2507 7.632 090 250] 3.1134 1.J26 R,062 �I I�I �I�II��-----960 Q'�0 s -.I90U-2-I� L50-I� .94V L=am U i .o]or r 629-GIz9. Bead 630-Glzg. Bead 625-Horiz. Roil 626-Fixed Intick. 627-Moving Intick 628-Side Rail 6063-T6 6063-T6 o Y€R 606}T6 6063-T6 6063-T6 For Glass Types 4&4A Far Glass Types 3&>A .135 .325 v z 7.094 oiu o$8 3.755 � .075 fpr.JAM/MA PRODUCTREVISM I cNl ro VIYinB lvim NoFlwWn o IL M PE ]0592 RuiWiv9 Code q R' Acceptance No lrJ-0512.0`_ I I I I imllan Dak O'llJ H .375 .3e2 02015 M� 4dnpradaa drawing no. 677-Waterbor 637-Woterbor W05-04 6063-TS 6063-T5 sheet 2A of 10 1/8"Ann.Glass 1/8"HS Glass 090'InledoYer 090"Interlayer tt8 0 •-SenGyGlas -SenlryClas 'Y 1 ey'Kuroral+Amniw,Ma.' By'Karamy A-6-In.: z .075'mlerlo7er We Interlayer Supplemental Test Results for: S.U.CP wall PET Core sone.CP Wdh PET Cwe Air infiltration - Water Leakage Resistance - Forced En By'Eastman Chemical Ca. By'Eashmon Chemical Co.' 9 UY Aw ialedvysr lop'inledayer Test Type and Method Results g 6 i°o Salim HP Cl-or Calor Glass -s n.HP cr.,or CW.r Gloss w Oy'Eastman Chemical Ca.' By'Eastman Chemical Ca.' Air Infiltration Test(ASTM-E7.83) In 1/8"Ann.Glass 'm� 1/8"HS Glass 0 7.57 psf pressure differential PASSED(.044 C.F./Min/Sq Ft) o 0 0 6.24 psf pressure differential PASSED(.076 C.F.f Min/Sq Ft) C H Silicone Silicone Q'o GE-1200 f t2 GE-1200 Water Leakage Test(ASTM-E331) No leakage allowed Q q p G£-2000 4 GE-2000 .wr g DOW-995 3 DOW-995 without wat"t"'adaptor PASSED 0 12.0 PSF o p with walerbor adaptor PASSED 0 15.0 PSF iQ F AI if4 Pointe On Otes At 1/4 Paints On Liles N� g- lass Thon 36" Vlder Than 36' F-d Entry Resistance teat PASSED .5w. -1 Mass Type 1' Gloss Type 2" H C 5/16"Nominal Glass 5/16"Nominal Glass (ASTM P5B8&Grado 70) Annealed/Annealed HS/HS EQUAL LITES WTNDO}YS EQUAL LITES 3YWDOWS EQUAL LTTES WINDOWS 3 � DESIGN GIAS CAPACITY-PSF HEIGHT GLA+}t C {+}TYPE 'I -PSF o m IDTH I DIMS. Gi003A�NT.(- 100+E'I'GLASS TINT(.- 24�D 1p0.0 PE IOD.O 210.0 19AD 8' 7 .. LDAG W DESIGN$ LA TY 61.9 ���1�d-) YAOntOwBEiOxT CLA$9 TYPB'1•--- width 3 In _ GN LOAD CAPACITY 6LA53 TYPE'6' w�iH HEIGHT Er1.O tnT.{-}aW O s 10.0 w 4' 0. ivt{-}"". Ezc 249)rend-) � s�a w / oq.o 219.9 lap.o z1ob m 0 a: 30' 19G.q 210.0 100.0 210.0 30' IOOA 11" 100.0 120.0_ 26-1j2` 26` 100.0 210.0 109.0 214.0 p z In 32' �" 100.0 210.0 100.0 210.0 32' 96 100.0 111.9 100,0 120.0 37' 100.0 210.0 100.0 210,0 o' 'n r N 36' t90A }800 100.0 210.0 3fi" 190.0 1011 1000 520.0 53-1/8" ip0.0 ili.t }90.4 240.0 W 5 l N r"S m 42' 100.0 144.0 1000 210.0 42' 86.4 85.4 1000 1200 19-1/8' 100.0 210.0 100.0 210.0 �t O3n 48' 100.0 120.0 700.0 200.0 48` 76.2 76.2 100.0 t20A 26-t/2` / 100.0 210.0 100.0 210.0 N w 2ZkN 54` 100.0 1029 100,0 1]1.4 54' 08.9 68.9 100.0 120.0 J7' 3�3 100.0 187.2 100.0 210.0 41 N -"}�_ 24' IDO+ 2100 1000 2100 24' 1004 142.4 100.0 210.0 03-i/B" 7400 124.1 1904 20b.9 C a; 30' 190.0 199.7 100.0 210.0 30' 100.0 102.2 100.0 120.0 19-1N U O F /8' 1pq,0 210.0 L00.0 210.0 32` tOO+ 19x.3 100.0 2100 32` 84.9 94.9 100.0 1200 26-1/2" 1900 210.0 Ig0.0 2100 I-----� 36' 60' 10D.0 164.3 tOG.O _2100 36' 1� 65.9 $5.9 100.0 120.0 3]" 50_6/6 100.0 168.3 1000 270,0 E Ual t.t{e Window 42" 100.0 1284 100.0 210.0 42" 75.3 75.J 100.0 120,` 53-t/B" 100.0 101.2 100-0 168.7 48' 100.9 1847 100.0 520.0 46' 6$.6 66.6 100.0 1200 19-tj8" 100_0_ 210.0 1000 2i0A +i;l15 54" -58.6 88.6 100.0 120.0 24" 100.0 1200 100.0 120.0 26-1/2' 63' 100.0 207.5 100.0 210.4 X. 24" 190.9 207.7 100.0 210.0 30' 90.7 90.7 100.0 120.0 37' 100.0 164.9 100.0 210.0 c E$ n 30" 100.0 162,1 100.0 21DA 32` 124" 83.6 83.6 100.0 120.0 53-1/8' 66.1 68.1 100.0 120.0 - R P- 32' _100.0 167.6 100b 210.0 36' 75.8 75.9 igD.O 12a.0 18-ij8' 100.0 229.0 1000 _219.0 m �" 36" 72' 100.0 150.7 160.0 210.042* 66.4 86.4 100.0 120+ 26-1/2" 72. 100.0 iB1.5 1000 210.0 PRODUCTREMED 42' 160.4 }20.0 4000 1200 37' 100.0 14&B 1000 210.0 g 14 g15e17w)b 48" 96.0 96.0 -100.0 120.0 53-t/8" 82.0 82.0 100.0 1200 A¢'pmnce Na16-0612.0 19-}/6` 1000_ 210.0 100.0 210.0 i:aiat Date 5i' 80.0 80.0 iW.O 120.0 24' 100.0 179.1 100.0 710.0 26-1/2` 100.0 171.4 100.0 210.0 By o `d 30' 100.0 1_43.4 1400 2100 37` 76" 100.0 136.6 1090 2109 Mian D4de PraduN 32" 100.0 IJ5.3 1000 210.6 53-f/8" 60.0 600 100.0 120.0 36' 6/' 190' 1200 LOGO 7207 42' 100.0106.1 100,0 120,0 s`91..NI NANO 48' 85.6 65.6 100CMS592 .0 124.0 T1l.PE am I 54" 74.8 74.8 100.0 220.0 All-1--S shown are Design PSF(Po..ds per Sq.Ora Foot) C a ' NOTE: VALUES FOR EXTERIOR LOADS(+)SHOWN ARE E GLASS CAPACITIES ON THIS SHEET ARE FOR SILL WITH WATERBAR ADAPTER BASED ON ASTM E1300-09(3 SEC.GUSTS) FOR WINDOWS WITHOUT WATERBAR ADAPTER draw7ng na. AND FLORIDA t LMHG COMMISSION UMif EXTERIOR(+)LOADS TO 80.0 Pse J 0 2D15 W05-04 DECLARATORY STATEMENT DCA05-OEC-219 sheet 3 of10 S. 'InlerlaYer 040'Interlay¢r t' Sentrypas :K- IT ypb V NOTE: �By Kuraray Ameria4 Ane.' By Kuroroy America,Int.' 1�� GLASS CAPACITIES ON THIS SHEET ARE q BASED ON ASTM E13OD-09(3 SEC.GUSTS) / .075'inie+6ryer 075'hrktloyer AND FLORIDA BUILDING COMMISSION 3/16" HS Wax CP With PET Core 3.716"AN $allez CP Wth PET Care p DECLARATORY STATEMENT DCAD5-DEC-219 BY S"tontn Chemical Co.' By O A 'Eorimon Chemlcol[o.' p Sauna HPrICle�.r Color Glass Sa�ez LHP CI m or Cola,Glass 4 S N By'Eastman Chemlcol Co.' By'Eastman Chemical Co.' EQUAL LITES TYINDOWS __ C DESIGN TOAD CAPACITY-PSF r;0. 3/16" [is .:e 3/16"ANN WINDOW DIMS. GLASS TYPE'3' LASS TYPE 96'GLASS TYPE'4' LASS TYPE'49 SHicone SiDgane WIDTH HEIGHT EXT,(+)1NT.(-)EXT.(+)1Nr.(-)FXL(+)IW.(-)EXT.(+)1NT.(-) CE•-1200 GE-1200 UH GE-2000 GE-2000 20.' 100.0 212.2 701.0 2+4.a 100.0 232.0 100.0 210.0 DOW-995 DOW-9g5 30' 1Go 210.0 1000 210.0 100.0 2100 100.0 210.0 23 At 1/M1 Painle On files 23 At 1/4 Points On Ules Glass T e "3" wn¢ rna 3s` G4ass F e 3z' i00.o 210.0 1oa.G 2104 1004 210.0 1o4.a 210.0 �'P yP "3A"36' 49' 1 2100 100.0 210.0 100.0 210.0 100.0 208.2 090"Interlayer 090'Interlayer 4z' 100.0 2roe 1004 ztaa 1004 210.0 104.0 175.9 tJ8" HS r^senLrycros 158"ANN 'eryas 48' 100.0 20MO 100.0 200.0 100.0 200.0 m0A 1511.6 I ey K4raray Amuica,Inc.' By'Kurmay AmeBca,Inc.'54' 1004 171.4 1004 tn.a 140.0 177.4 102.0 1345 3.711"Air Space t 275'Ink�py 3/8"Air Space .075•h+Larw Sonar CP 1Yiih PET Core Sallu CP PoUt PET Care 24' 100.0 210.0 100.0 210.0 700.0 210.0 100.0 210.0 '/8")IS By'Enstmon Chemlcol Co.' 1 J8••AN Oy'Easunan Chemical 30' 100.0 210.0 100.0 210.0 100.0 2110,6 100.4 2/44 100"Intertaayye *'Go' IntertayeX 5 32' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 202.2 Satlee IIP Ceor mr Cola,Coss sun.HP Clear or Color Glass 60' - -' By'Eastman Chemiaol Co.' By'Eastman Chemical Co.' v 36' 100.0 230.4 700.0 274.0 -memo 2100 240.0 77+A XL EDGE SPACER � 42' 100.0 Eft 210.0 LOOM 210,0 100.01 210.0 100.0 153H ST.STEEL BY'CARDINAL' XL EDGE RD] 1/8" HS n.STEEL er'caROISPA�NAL' „ea 1/8"ANN 'D7 48 IOOA 120.0 IOOAr210,0 100.0 1240 Ima 1204 MOR R' E. DURASEAL BY'OUANEX' silicame - ' silicane fl t 54' 100.0 120.0 100.0 106.0 120.0 100.0 106.3 OR GE-1200 DURASEAL 1LY'OUANE%' GE-1200 Q w 24' iWA 2104 1040 IDOA 2104 tone 2100 SUPER SPACER BY'OUANEX' GE-2000 oR GE-2000 DOW-995 9JPER SPACER 8Y-Dd.9 DOW-995 30.• 100.0 210.0 100.0 1004 210A 100.0 172.2 N, =23 AL 1/4 PONk 1)e Sizes 23 At 1/4 Poinlo AO Sizes3z• 1002 210.0 120.11 1000 2704 roo.o 778.0 Glass Type "4" Glass ape "41)"36' 100.0210.0 100.0100.0 210.0 109.0 160.1 - n42' 100.0 120.0 100.0 IOD.O 120.0 100.0 120.0 EQUAL LITES WINDOWS width48' 100.0 110.0 100.0 FOp.O 1244 1024 104.5 DESIGR IAdII CAPACITY-PSP � zt=54' 100.0 120.0 100.0 . TWO 120.0 903 90.5 WINDOW DILIS. GLASS TYPE'q'.LASS TYPE'BA'GLASS TYPE'4" LASS TYPE'4A' p 24' 1OD.0 21aD 100.0 210.0 100.0 2fUC 100e 190.2 WIDTH Hm"I m.(+)INT.(-)W.(+)1NT,(-)EXT.(+7 1NT.(-)EXL(+)TNT.(-) 30' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 152.3 19-1/8' 1004 210.0 100.0 110.0 100.0 210.0 100.0 212.0 a 32' 100-0 210A IO40 210,0 100.0 2£0.0 IOGA 143.7 26-1/2' 1WA 210.0 100.4 ?T43 100.4 2£0.0 700.0 2104 Q,�„ Z6 W 36' Be 100.0 1204 100.0 120.0 100.0 120.0 140.0 120.0 37' 100.0 210.0 100.0 210.0 100.0 210.0 iOO.O 210.0 42' 794.4 120.0 100.0 1240 100.0 12DA I00A 1127 53-t/8' 100.4 210.0 100-0 210.0 7000 210.0 109.0 210.0 48' 100.0 120.0 1e0.0 1200. 100.0 124-_0 90.9 909 19-7/8' 100.0 210.0 1004 21047_ G.O.10210.0 100.0 210.0 3 M 54' Lase 120.0 700.0 128.0 100.0 120.0 80.8 80.6 26-1/2' 100.0 210A £00.0 2104 taaA 210.0 lGeo 210.0 G 24• 100.0 210.0 100.0 210.0 100.0 210.0 100.0 172.0 37' 100.0 210.0 100.0 210.0 100.0 210.0 104.0 210e > 30' 240.0 120.0 100.0 i?40 1402 120.0 tQ0.0 1240 S]-t/8' 5004 226.4 7004 2448 700.0 206.8 f40.tl 20&4 "B a 32` 1404 1204 100.0 1204 1004 1204 100.0 118.9 19-1/e' 1004 2104 1004 210.0 1004 2104 100.0 2104 m 36' 96' 100.0 r2o.a 100.0 120.0 100.0 +2ao 100.0_ 107.8 26-1/2• 100.0 210.0 loan 2100 man zloo 1000 210.0 Equal Lite Window _ 50-5/8 42' 100.0 120.0 100.0 122,0 100.0 120.0 90.8 924 37` 100.0 2104 100.0 210,0 100.0 210.0 100.0 _193.1 4e' 100.0 120-e �1.0.11 1200 104.0 124.0 80.9 etl9 57»1/8' }ao.o 168.7 144.0 169.7 100.0 168.7 100.0 13L7 All values shown ore Design PSF (Pounds p4r Square Foot) '"m "h SS' 100.0 124.0 100.0 112.8 I00.0 1204 73.2 732 14-1/6' 100,2 270.0 100.0 210.0 7004 2£0.0 100.0 210.0 a o« ®- VALUES FOR EXTERIOR LOADS(+) SHOWN ARE a$ 24' 100.4 210.0 100.0 210.0 10x.0 210.0 100.0 157.2 25-1/2- 100.0 210A 104.0 210.0_ 100.0 210.0 700.0 21x0 FOR SILL W(H WATERBAR ADAPTER �a 30' 101.0 1111,0 toad 120.0 100,0 122.0 i0Do £011.1 31' 1004 210.0 1.. 191.9 700.0 210.0 100.0 nz6 FOR WINDOWS WITHOUT WATER13AR ADAPTER A-i 32' 1pe` 104.0 120.0 100.0 120.0 100.0 120.0 100.0 100.8 53-1/8• 1GO.0 120.0 100.0 120.0 100.0 120.0 100.0 m4z LIMIT EXTERIOR(+) LOADS TO 80.0 PSF 3s' 100.0 1204 100.0 120,0 100.4 120-0 913 913 19-1/8' 1071) 210.0 1004 21D.0 100.2 212.0 100.0 210.0 E 9r:Rata NiuA4 42' 1170.0 120.0 100.0 120,0 1004 120.0 80.0 80.0 Z6-7/2' 700.0 27 p.0 100.0 210.0 100.0 214-p IOO.p 192.8 �7L !_1 72' PRODUCTRh'V19ED48' T040 7224 700.4 ir2.2 100.4 120.0 M.9 729 37' 100.0 210,0 704.0 7965 1004 2100 /�.0 SS6.0 mmp24' 100.0 120.0 100.0 120.0 100.0 1104 100.0 120.0 53» uto91/8' 100.0 120A 100.0 120.0 100.4 120.0 94.8 94.6Acuyta 30' 7004 120.0 100.0 120.0 2004 120.0 96.4 96.4 tH-£/8 lOD.O 210.0 100.0 212.0 IOD.0 210.4 1204 21" Ea 32' 120' 100.4 120.0 l04.o 120.0 140.0 120.0 88.6 88.8 25-1/2' 76 ' 140.2 210.0 100.0 210.0 100.0 210.0 1000 182.1 0>. JU 0 2015 rdrowtng no: 36' 120.9 12MO 1004 :2a.o 102.0 120.0 Bas 806 37' JIM t ztoo 1002 194.8 1 1004 1 210.4 ToOD 145.1 ' rrm:,ncoa 0005-44 42' 100.0 120.0 100.0 114.1 lOD.O 120.0 70.6 70.6 53-1/e' 100,0 120.0 100.0 120.0 100.0 120.0 88.3 88.3 �` sh4et 31)of TO 1/8"Ann.Glass 1/8'ITS Glass t` .090`Interlayer .090'Inl�edayer Seablol ra America,lac.' Sent W N 7d 8Y Y By Kararoy Amaricv,inc.' Z a l� .075"mtedoyer ,075-Inladayer Supplemental Test Results for: Sa t.CP yrth PEI Care Sorter ep tYdh PET core Air Infiltrotion - Water Leakage Resistance - Forced Entry 1 By'Easbnan Chemical CO.' 8y'Eastman Chamicol CC.' E n -100'meed Test Type and Method Results m 6 By'E HP CC r or Calor Glass Sa�Dez 1HP dean or Color Glaaa - L y By'Eastman Chemical Co.' 8y'Eastman Chemical Cv.' -""-"- rt Air tnfi9rotion Test(ASTM-E283)- 0:o m 1/8"Ann.Glass m 1/8"HS Glass 0 1.57 psf pressure differential PASSED(,044 C.F./!tin/Sq IT 6 t n N \0 0 6.24 psf pressure differential PASSED{,076 C,F./L60/Sq Ft) L ~ Silicone Silicone ff��1�i$ m CE-1200 GE-2000 Woler Leakage Test(ASTM-E331) No leakage allowed C IA K0 e GE-2000 DOW-995 s DOW-995 without e.tarbar adopter C rh PASSED�12,0 PSF (( m o a TI MIT,waterbor adaptor PASSED 0 15.0 PSF .11 23 Paints On Utes t/4 Points 0r1 Liter S(der Than JB' yMcr Than 36` Foroed Entry Besatancv test PASSED Glass Type 7' Glass Type 2" (ASTM F588 a Grade 10) ` 5/16"Nominal Gloss 5/16"Nominal Gloss Anneoled/Annealed HS/HS -) n UNEQUAL LITFS WINDOWS (ORIFI.) UNEQUAL LITES WINDOWS (OMEI.) ➢ESITGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP n YADTHONHEICHT HDGHT E105+ INr-)EXt.(+)ItNT.(-) 726-1/r a In OP ➢1M5. TOP GLASS TYPE'1'GLASS TYPE'2' �^ () ( HEIGHT E7R.(+)INT.(-)E%T.(+)INT.(-) x'a 24" 100.0 161.9 1004 210.0 100.0 210.0 IOD.O 210.0 w G1 oc 30' 100.0 118.8 I. 128.0 ia° 100.0 1385 132' 96 4S 100.0 111.9 700.0 120.0 99.399.J1000 36' uA%.) O0.0alts 100.0 120.0 699 6LS 100.0 120.0 f ONnn 42` 85.4 85.4 100.0 120.0 19-1/8' 100.0 210.0 100.0 210.0 O ie' 78.2 76.2 1004 1240 26-1/2" 108' 54' 100.0 120.0 100A 120.0 � _Z 5+' 66,9 68.9 100.0 120.0 37' (W•) -839 63.6 lao.p lzD.o H _oma 24' 100.0 142,4 106.0 2140 t9-1I8' lose 210.0 lose 2104 Pta}790CIBDYIS➢D Ur O Q 30` 100.0 102.2 100.0 120.0 20-1/Y 120' 60- 100.0 106.6 100.0 1204 asrmptyina l,4hft J2` 94.9 94.9 1004 120.0 3Y { ) 73.7 71T tOO.a t2d.0 Daildiass a�15.a912•D 108' 54' IT J6' ( ) 85,9 05.9 100.0 120.0 19-1/8' 1Me 210.0 100.0 210,0 42' 75.3 75.3 1004 _120.4_ 26-i/2- 120' 66` 99.5 99S 10_0.0 129.0 48' 68.6 68.6 100.0 120.0 37' ( ) 85.7 65.7 100.0 120.0 Moa+ °derromaat 24' 1040 t20.0 100.0 120.0 19-7/8' 120• 72' 7004 210.0 190.0 210.0 n Nr 30' 90.7 91.7 106.0 120.0 28-1/2' (MAX) 819 93.9 100.0 120.0 F VALUES FOR EXTERIOR LOADS(+)SHOWN ARE -W o P F Jz' tzo' fie' 63.6 aJ9 taao 72a.0 19-1/e' 12W 100.9 1204 Loom tzo.o FOR SILL WITH WATERBAR ADAPTER c 0-.1 36" ( ) 750 75.9 1004 1264 26_11r, s-t/2' (MAX.) 7a" 88.0 88.0 toOA 120.0 FOR WINDOWS WITHOUT WATERBAR ADAPTER _ az' 66.4 66.4 100.0 120.0 19-1/8 120• 86. 100.0 120.0 100.0 120,0 LIMIT EXTERIOR(+) LOADS TO 80,0 PSF 24' 100.0 130,0 106.0 126.0 1215-l'].(144X) 799 79.8 100.0 721,0 wIt I 30' 120, y cith 81.7 81.7 100.0 120.0 32' (MAX.) 77.7 77,7 100.0 I240 a $o 0 36' 67.4 67.4 100.0 120.0 a- 2e 100.0 113.6 100.0 120.0 NOTE J4 30' 77.1 77.1 100.0 120.0 GLASS CAPACIIIES ON THIS SHEET ARE en Top Vent 3Y 120' 72• 70.1 70.1 100"0 1294 BASED ON ASTM E13DO-09(3 SEC,GUSTS) Q g' ( ) AND FLOFWA EUfaugG COMIASS1ON r 36' 60.3 60.3 100.0 7240 DECLARATORY STATEMENT DCA05-OEC-219 oNp.At04m JUL32301 700.01?1,2 100.0 120.0 1. 120' ]e' 71.2 712 10DA 120.0This Ute must be32' ( ) 63.6 639 1004 120.0 Equal 10 or smaller24` tpp• 700.0 120.0 100.0 120.0 thea tha Top lite64(uAz} 069 66s toOA 129.0 W45-44 All values shown ore Design PSF(Pounds per Square Foot) unequal Lite WIOdOW sheet 4 af10 .$09�0t�IGntoesrbyer S 9rloyer r' By K-.y America,tne.' ey'Kuromy Americo,Inc.' Il9� 075•Interlayer 075'Intermyr 3/16" HS Seas%CP With PEI Core 3/16"AN Soften ce both PEI Cre Z m By'Eastmw Chemical Co.' By'Eostman Chemicol Co.' 140'lot-4 'h, fee I Salle.IIP poor or Color Gloss Serle.MP Ciear or Color Wasst1 Oy'Eastman Chemical Co.' By'Eoslman Chem..1 Co: 3/16" HS 3/16"ANN d 0 GE-ane GE-12 GE-1200 GE-1200 V 0 H GE-2000 GE-2000 ° m NOTE: DOW-445 OOW-945 C°a crass cAPnemEs ON Txls SKEET ARE Y3 At 1/4 Pomts On urea 2 At 1/4 Pointe 4n 12. O a<<S BASED ON ASTM E13o0.-49(3 SEC.GUSTS] Glass T 3_ war 5nan as Glass Type "3A° sau roan 36 Q 3 o AND FLORIDA BUILDING C6M6115SION Q`I LL m DECLARATORY STATEMENT OCA05-DEC^219 .090•Interlayer 090•Intedeyer Q m:a t j8" HS srntyaaa 1/8"ANN S.I YGlas }L z to 0 By'Kumroy Amedea,Inc.' Hy'Koraray Amcrieo,(ne.' j m ME UAL LITES TYINDOWS ORIEL 3/6"Air Space .075'toted 475'Inks Q m f Q { Salle.CP tan PEI care 3/g„Air Spoct:._ SGN-CP van PET Cre _ DESIGN LOAD CAPACITY-PSR 1/8" HS Oy'Easlmon Chemical Co.' 1/8" ANN By'Eas(man Chemical Co.' M48' DD1S. TCF• GLASS TYPE'3' ASS TYPE'311'GLASS TYPE'4'GLASS TYPE'411' 100'lMrlaye, SCT intor;m� MOTH HEIGHT HEIGHT EXT.(+)1M.(^)EM.(t)1M.(-)E%r.(+)IM.(-)EXT.(+}IM{-) Salle.HP Ckar or Color Glass on.HP C1er or Color Gt.. ,404 230.4 100.0 210.0 100.0 210L 100.0 172.0 By'Eastmon Chemical Co.' RY'Eoslman Chemkai Co.' 3 %L EDGE SPACER EL EDGE SPACER s. 100.0 120.0 100.0 12x.4 100.0 '120.4 10e.0 12010 ST.STEEL 1rr'cAROINAt' ,:� 1/8" HS sr.STEEL BY'CARDINAL! ,:,.y 1/B"ANN �l 100.0 120.0 10x0 IZaa 100.0 12D.0 1004 116.0 OR Silicone OR Silicone I ) 48• --- DURASEAL BY 100.0 120.0 100.0 120.0 100.0 120.0 100.0 107.E OO OR GE-1200 OURASEAL BY'4UANOC _ GE-1200 O w ("". GE-200q OR GE-2000 O ' 1000 120.0 IODA 120.0 100.0 120.0 SOA 90.8 SUPER SPACER BY'OINNEX' GDW-995 SUPER SPACER BY'0 OR DOW-995 Dzl 100.0 120.0 1Db.9 120.0 109.0 120.0 80.8 80.9 2J AL 1/4 Points NI Sizes 2 Al 1/11 Paints M 57es 100.0 12MO IOMO 112.6 1D0.0 120.0 73.2 732 Glass Type "4" Glass Type "4A" 24' 100.4 2504 100.0 2,0.0 100.0 210.0 1000 1512 pb N,S`tt n ]4' iG0.0 ft 00.0 120.0 100.0 120.0 100.0 i48,s UNEQUAL LITES }YINDOWS (ORIEL) PRODUCTRGVLSeD o z 3 °i 32' _ 740.0 00.0 120.4 500.0 120.0 100.0 1002 DESIGN LOAD CAPACITY-PSP �Ar Z36• ( ) 54 100.0100.0 120.0 100.0 120.0 91.2 91,2 WINDOW DINS. GIA$8 TYPE'3' U!LS TYPE'011'GL5S9 TYPE'4' LtSS TSTE'411' o42' 100.0 1000, 420.0 100.0 52Me 50.0 tm4 MDO1 1�EtCx7 THEIGOP M E%T.(tj iM.(-j IXf,(+}SM.(-}E%i{t}SM.(-)EXT.(+j IM.(:-) 12E 48• 100.0 100,0 1122 100.0 120.0 724 72.9 19-1/8' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 Mio ��24' 1004 f�.0 120.0 1000 120.4 100.0 5204 26-t/2'd 100.0 210.0 100.0 210.0 100.0 210.0 700.0 142,1Wjl l ]0' 100.0 100.0120.0 100.0 120.0 96.4 96,4 37' 100.0 120.0 100.0 120.0 100.0 120.0 100.0 105.5 a2• 120' 60' 100.0IOOA 120.0 100.0 120.0 884 88A 53-i/8' ID0.4 120.0 100.0 114.4 700.4 120.0 74.2 74.236• (�.) 100.0100.0 120.0_ 100.0 10.0 80.6 80.6 19-1/8' 100.0210_. 100.02100_ 1000210010092100 42' 706.07404 114.1 100.0 124.4 70.6 704 26-1J2' 54' }WA 720.0 790.0 120,0 144.0 520.0 740.0 1200 a, Tap Vent o 2^ 24' 100.0 t2O.0 100.0 120.0 104.0 120,0 1000 120.0 37' 100.0 720,0 1GOO 120.0 140.0 120.0 88.8 88.8 30' 100.0 120.0 tOtl.4 120.0 100.0 120.0 864 864 19-1fB' 160.0 210.0 100.0 2042 100.0 210.0 1000 210.0 20' 86 Y 32• (Ly1%.) 100.0 12aO 100.0 120.0 _140.0 120.0 82.0 62.8 26-1/2' 60' IODA 12011 t00A 120.0 10010 120A 7110.0 11SA p o' 36' 100.0 120.0 IOOA 120.0 IdD.0 120.0 71.6 )1,6 37' IOD.4 120.tl toes 120.0 100.0 120.0 78.3 78.3 24' IOD.0 120.0 tG6.0 120.0 140.0 120.4 100.0 120.0 19-1/s• 160.0 VGA 100.0 210.0 140.0 ZI0.0 500.0 210.0 This Lite must oo Q 30' 100.0 120.0 10x0 120.0 100.0 120.0 81.9 81.9 26-1/2• 120' 66' 100.0 120.0 IOO.O 120.0 IDO 120.0 100.0 105.1 Equol to or smoller�.- 120' T2' than the Top Ute am a a S g 32' (MX,) 1o0.0 120.0 tOO.O 120.4 100.0 tzo.O T4s 24.5 37 (1.1.0X-) 100.0 120.0 tOOV 120.0 144.0 TM.O 694 694 .tau"s$ ]6' 100.0 120.0 100.0 120.0 100.0 115.2 64.0 64.0 19-1/8' 124• 100.0 210,0 100.0 210.0 100.0 270.0 100.4 270,0 6 24' tttao 1_20.0 100.0 120.0 100.0 120.0 700.0 12aO 26-5/2" (M�) 72 1000 120.0 100.0 520.0 700.0 120.0 994 99.8 €Unequal bite Window] g` 30• 120• 78• IOD.O 120.0 1GOO 120.0 100.0 120.0 75.6 75.6 19-118" 120• 100.0 210.0 100.0 210.0 100.0 210.0 100.0 205.3 7 32• {MAX,} SODA I2A0 140.0 520.0 100.0 1204 619 62.8 26-tf2' {MA%.} �• 500.0 120.0 1�.0 120-0 140.0 120.0 934 935 En9n 0.0-M A*aMp g 24• 120" B4. 100.0 120,0 100.0 120.0 100.0 120.0 100.0 120.0 19-178' ,,a. B4. 100.0 210.0 100.0 210.0 190.0 210.0 100.4 163.5 FIA.PE i 08592 7- 1 30• Vex) 100.0 120.0 100.0 120.0 740.4 120.4 70.2 74.2 25-112' (MAX.) 500.4 720.0 iW.d 120.0 L00.4 120.0 84.8 84.8 35 o a All values shown are Design PSF(Pounds per Square Foot) VALUES FOR EXTERIOR LOADS(+)SHOWN ARE drawing o. FOR SILL WITH WATERBAR ADAPTER JUL 2015 W05-04FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXTERIOR(+)LOADS TO 80.0 PSF sheet4 411p Ua fQy' Z n 3 IMPORTANT NOTE: 0 Installotion Type "A" t= Wood Bucks must sustain Qf w/1 x 4 Beveled P.T.Wood Buck loads imposed by glazing C 3 -,ol system and transfer 02 a lu ° them to the building Buck bed in structure. TYPICAL ANCHORS: SEE&M.FOR SPACING �a � � v sealant(typ) °• 1,/4"DIA ULTRACON BY'EL CO (Fa=177 KSI,FY-155 Ks8 V H 1/4"DIA.HILTI KWIK-CON II(F-163 KM,ry-157 KSI) 1/4" DiO. -j� INTO 25Y WOOD BUCKS OR WOOD STRUCTURES 0 a Q g 0 Mme g 1-1/2"MIN.PENETRATION INTO WOOD o h Flat Head Seolont Ultrocon Or (011) JE THRU 1BY BUCKS INTO CONC.OR MASONRYKwik-con DIRECTLY INTO CONCRETE OR FILLED BLOCKS 1-I/4"MIN.EMBED INTO CONC.OR MASONRY j-all P(or equal) ---����({7 r 1-3/4MIN.EMBED IMO CONCRETE OR FILLED BLOCK `J1/4"DIA.TEKS ORS F DRI IN SCREWS(GRADE 5 CRS)INTO MIAMI-OAOE COUNTY APPROVED MULLIONS(MIN.THK.=1/8") 4 INTO METAL STRUCTURES 3 In STEEL: 12 GA.MIN.(Fy-36 KSI MIN.) W ALUMINUM :1/8"THK.MIN.(6063-T5 MIN.) x;0, v - i 3 1/2" (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) � o W Min. TYPICAL EDGE DISTANCE in in F_N o T INTO CONCRETE AND MASONRY=2-1/2"MIN. $ 3 N�'^ I i INTO WOOD STRUCTURE= 1"MIN. O M 4' - 1 ___ INTo METAL STRUCTURE=3/4"MIN. a Z_Z �o 2 3/4" WOOD AT HEAD,SILL OR JAMBS SG m 0.55 WM CONCRETE AT HEAD,SILL DR JAMBS 1'e=.3000 PSI MIN. C-90 FILLED BLOCK AT JAMBS Pm=200D PSI MIN. i-.i C7-:2 1 x 4 Beveled P.T. o Wood Huck (typ.) JB & JT EIw�� 1 1/4" _ Values for Installation Type "A" apply to the following installation types, with `o £ maximum shim space 1/4": _ P 1- Using 1by P.T. wood bucks, min. 3/4" thick, h$ Optionol 2- Directly into masonry, without the use of wood bucks. Seolont Non-beveled Wood Buck `a (dotted) 3- Directly into a steel or aluminum structure m o GIs* I O --� Min. 1/6" thick and using #14 Teks or Self drilling screws. Structure must be designed by others to sustain the loads imposed by the window. j En9r.JAM NAV➢ • PRODUCI'REVISED GML o i ➢uiMin8 Ca8�051'1*0 viNlh AWida FIA PE a 70592 u' N.75]9 _ �.. .',urn. ➢ydr w'g no. Optional Pre-Cast Sill in °& W05-04 sheet 5 of 10 s Z-- Installation Type "B" Installation Type "C" o 1 vr/2 x 4 Beveled P.T.Wood Buck based on woad penetrotion only 0 S u using 1 x 4 or 2 x 4 wood bucks Buck bed in t - Duck bed in 0:a seolonl(typ) _ seolonl(typ) ' /.` `°c °`` V l �.. o c&Q 0'1 1/4" Dia. Flat Head i Sealant — - a 1 Ultracon/Kwik-Con ; 1/4" Dio. Flat Head (typ) E LL (or Equal) Sealant Take Or y a w`�Z�{ 1-1/2" Min. Wood Embed (typ) _ E 1/4" Dia. Ultracon/Kwik-Con x � � w Fasteners O E O ET J 1 x 4 & 2 x 4 P.T. Wood Buck(typ) o d \ •'. K ?' O Lj -, See Installation o 3 I Min.1 Y i Types W' & "B" fort x4 & 2x4 N o N P.T. Wood Buck Styles 3�ro IMPORTANT NOTE: z_z12 o Wood Bucks must sustain 3 loads imposed by glazing g 3 2 3/4• , system and transfer N U g them to the building o 2 x 4 Beveled P.T. structure. O O Wood Buck (typ.) O O JB & JT JB PRODUCTREVISM- c& JT mplyngwm boFlody DM 1 aae Acceplwow Nu 15.0512.0 1 1/2•Min. i von onro Total Wood nr. Optional Mi ePtodua Sealant Non-beveletl Penetration °'8 g h 9 OWoad Buck S (dolled) Optional nffa; SealantNon-heveled Wood Duck(dotted) —r t 1 En9n J W AHWD CML PE 70592 c i uw.•. ° .v �//•�// �/ A.H. 2 a/? `.cy. :o drawing no. W05-04 Optional Pre-Cast Sill sheel6 of 10 ANCHORS ANCHORS p. V ..__. _ `Ts WINDOW DSA75. 1Io R.-... D=NO,If CAPACRY.. F �- DESIGN LOAD CAPA -��.HOIE PATTBRH MOTH 1161GHT A7 JAMB FXrw&IM.(-)m.(+)&INT,(-) WIOtR {I •-• SIO. OIE PA?f2RH SN.R01E PAITDRN SfD.DOLE PA77E107 ANCHORS AWL ANCROR 11711 ASDL MMMI WINDOW DIMS. AN�R.6 1/0 AM ANCHOR$r0 ADDL Lnalon Z m�I EI6'NT 2.r JAAa fizr.(+)&IW.(-)"exc(+)+)&wr.(-) 0� w 24" 210A 210.0 19-1/8' 210.0 2104 Q a 30' 210.0 210.0 26-1/2' 210.0 210.0 Q',O If 32' 210.0 2to.0 _ 37* zs' 4 210.0 21010 '09 yay S6' 48' 4 210.0 210.0 53-1/6" 210.0 210.0 �a µ 42' _ 201.8 210-0 19-1/6' 2109 210.0 0 t'1 -4 48' 175.7 210.0 26-1lY�_3/8' 4 2104 210.0 0 p N 54' 1472 206A 37' 210.0 210.0 0 4 6 g 24' 210.0 210.0 53-1/8• nfi.s 2104 0 a 3o' 193.7 210.0 19-1/6' 210.0 210.0 0 n 32' 60" 4 1866 210.0 26-1/2"50-5/8• 4 270.0 210.0 LL N 61' 36' 1708 210.0 37" 208.1 210.0 w 42" 152.9 1912 53-1/8' 145.6 19621 a�y' 48' 136.4 1731 19-1/8" _ 210.0 210.0 r1 C 54' 1263 157.9 26-1/2' o3• 4 198.4 _ 210.0 24" 210.0 210.0 37' 157.4 196.7 30' 210.0 210.0 53-1/8' 120.8 150.7 32" 210.0 210.0 19-1/8• 210.0 210.0 w 36' 72' 8 201.8 ?104 26-1/2' 72' 8 210. _ 210.0 ' 07) �. 42' 181.8 21o.0 37" 198,1 210.0 j O t R 48• 145.3 1929 53-t/8' 1=6 178.7 � Q 54" 117.2 175.7 19-1/8' 210.0 210.0 zv� 24' 2101 210.0 26-1/2' 76' 6 210.0 210.0 '-'-- �N o 30^ 169s xm.o 37" 164.4 x10.0 LOADS APPLY TO INSTALLATION TYPES to�c 36' +eD3 x92.0 53-1l8• +182 +se.s A, B & C AND INTO ALUMINUM BUCKS C3 M 36^ +65.1 192.B A, ALUMINUM BUCK INSTALLATION SEE 1 z z1 az" 1462 173.0 SHEETS S AND 70. '� 3 o R 48' 135.4 167.9 fa p 54r 111.2 145.3 24" 194.6 210.0 Width W. 161.4 108.3 32' 1532 1788 S"}-�' -j 6 S6' 96" 5 139.7 183.0 x' � r 42' 1245 1453 __ lRslallation y _ SCrcws v� 48' 113.5 1324 54' 1048 /2?2Addi.AnChor NYi s Lf 24' 210.0 210.0 �� At MID Stile Ends `ik 83 187.5 270,0 Sec Chort 30 For Capocily 32' 108' 8 177.7 1999 s O i 36' 161.4 _ 181.6 42` 143.1 161.0 H E •Q,o- 48' 129.7 145.9 ��� 24' 201.8 210.0 30" 166.0 1669 32' 120' 8 157.2 175.8 $ 36" 142.4 1602 Don JAVAO MOND PRoDUCTRDVISID 4z' 1z6.6 141ZCGI Stondord Hole Pattern cw9 asCamPly mS hbaPlm Ba FLA.PC 1092 nwl4w 4vda 6 1 nenPlrNh14at5-o5t4•o?� � �, 3 'a1ie9 Date o` � fl 2tt�5 Dy Froi6xt drawing no. Refer to sheets 5 h 6 of 10 fOr desc6P6an Of inslallot)an types A-8-C W05-04 sheet 7 ofTO Vertical Mullion Performance Horizontal Mullion Performonce L yBeV Wt + W2 For Window Performance, refer to sheets 3 or 4 54" .N Cributary Width = 2 Z n 3 For Window Performance, refer to sheets 3 or 4 1� O $ � WI W2 (----W1 W2l 4- 3 n 910 6"max mstalla0on&revs I 3�„� '�14 x 1 FH typ { (typ) i t-t1 F--•3" 1 Sealonl Teks Or Self Drilling Screws i1- 0 y �' r-^ _._.l --- f___ f�Al-6 !i"-m_Ir' MCI I S N oBcl'un "LE a& " a I I L _ f o 4 a o p ICCs ti6Y E 'G1- i{ Q 4 I i.3• OZE Seolont E �__...i! •4 _ IL^Cr• I 4 jj �.- (typ) ' MM .LL1)�Ine C "i Multiple Opening Multiple Opening c"E 1"x 4'x 1/8'thk.Aluminum tz or more vineows7 i2 or more WmdoW6) s w/ 1 screw Tube Mullion (unclipped al end) on each side of mullion w/2 or 3 screws each side o!mullion `n Standard insiotlotion High food inslstatiation (Mull length Wdw 14rtlttl•- Y) _ (• additionol holes to be drilled by installer) �L� 3 ..2 1"x 4 x 1/6"thk.Aluminum U aN DESIGN Lau,67WMW-W 14UWM DESIGN LUM tKiWAUTY-PSY DESIGN E4AQ CAPACI2Y-PfiF w (r Tub C Mullion(unclipped at ends 0 AN Tr0 ANCHORS ED -ANCRO ONE ANCHOR no RS THREE ANCHORS ONB C'OR T70 pNCROAS 7RREE MCNORS -• �j (Mull length =Wdw Height - 1 'INDOB DIMS, EAC'SIDE CACU SIDE RACK SIDE DINDOE DIMS. SnCR SIDS E6a11 SIDE £ACU Silly MD2DOH DIMS. PACK SIDE EACH SIDE EACH SIDE y wMW HMO ESE(.)&M.(-)ESL()&WL(-)EXT4+)h Dox-) -VM REIM Va.N&SIT(-)Mt.)@ iNGt-)Ext.{+)&W. "M Mo. WIN&O'.t-)Co.(+)t W.(-)Ela.(+)&W4-) Y�1�m u 24' 150.0 21010 210.0 24' G41 12&6 140.7 53-i/e• 26' 210.0 21DA 210.0 O Nn m 114 x 3/4"FH 30' 130-0 2104 210.0 30' "1 108.7 `till 19-t/B' 21" 210. 210A 'q 3M 21 Sr 126.6 210.0 210.0 32' 50.6 1012 twx 28-t/r 38-3/B' 184.6 2fo. - 210A e I Z 7eks Or Self Drilling Screws 4B' 98• J6' 120.0 210.0 210.0 36' 4G2 923 96.8 37' 1762 210.0 210.0 42' 114.6 210.0 2ii) sr 41.1 723 749 53-1/8' 178.0 2/010 210.0 46' 1125 210.0 210.0 4B' 37.5 ]510 76.1 1$-1/8' 165.0 210-0 210.0 Z5 O �, St' 1125 2104 21OA se 343 BEG 64.6 28-1/2' 13" 21" 21DA 24' 1123 VIED 210.0 24' 39Z 68.3 9&3 32' S6-5� Iwo 210.0 21MO r--T--� 30' 9&0 1$2.0 210.0 30' 4610 ]93 794 53-1/r" 101.1 2021 210.0 3r Do. 02A 784.1 _ 210D Jr tell' 44.0 746 74.9 t9-I/8' 126.0 21..0 2f0.a Jl 36' 84] 171.4 210. 3G' WA 67.2 67.2 26-1/r 63" 98.8 to- 210.0 4r 7$.t 1572 210. 4e 353 563 Sas 3r _71.T 157.4 ra.0 48' ]SA ISOA 210D 4e 32.1 522 522 53-I/B' 674 1339 2009 p s^P 54' T27 1455 21" 24' 500 71.4 71.4 iB-i/8' teals 21" 2101) 24' DDA IBOA 210.0 30' 41.1 57.LIE 26-1/r 72• 83.2 16&5 2104 30' 7" 151.6 210.0 32' 12D" 389 543T' 655 �-Mo. 196.4 aid g $ 3r 723 ____141.4 VOID 36• 331 485.7-1/8' 53,7 107A IBM $0alanf `' SB' 7T 66.7 133.1 2004 _ 42' 31.2 42. 19-I/8' 102.0 2000 21DA (kYP) MV 4r 605 1214 181.5 2b-ijr 7 77.9 Hiss 210-0 48' SB1 it" 168.8 37• 604 121.8 IB27 S N 64' S13 10&7 I6&o 53-1jr 491 9&7 14&0 i? XI' 75.0 Ima 210.0 30' ME 12&2_ 1715 1. 69.6 119.1 36' Be $43 INA 147.1 Mgr..4WAV l4D PwolIcrRIMSED n 4r 1910 9&0 1291 FtA )T6542 DB4anlplyln8 aitbth°f1Mi& u t 1 46' 4510 90.0 117.4 C 1538 a"}l&a86O 54' 42.1 84.2 108.4 HxpieatfDn33me ✓� v y M�dq' Pm3unRm drawing nal 2@i5 W05-04 {sheat 8 of20 PERFORMANCE VALUES PERFORMANCE VALUES OF ALUMINUM DUCK OF ALUMINUM BUCK ALIJMIIVLT ,�1�1CK I'RAMIN(" TFTATT S INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHEETS 3 DISH 9 FOR WINDOW CAPACIRES i USE LONER APPUCASLE VALUES. E72(+)A,INT.(-) EXT.(+)a INc(-) ANCHOR SPAgNG ANCHOR SPAgRC ANCHOR SPACIRC ANCHOR SWING ANCHOR SPACtNC ANgton 9PAgNo Z W 3 WINDOW GINS. YNTp CONC INTO WOI39H RIA WN7 TOOD WDGW DIMS. HIM CONC. INTO ED73AW DLO INTO WOOD WIDTH HEMW 18"D.C.IV 0.0 16'O.C.R"O.C. 10`mc. 6'0.C, MOTH HI)GHT I8"O.C. 8"D.C. 18"D.C.1 8"O.C. 16"O.C. 8"D.C. ! Q tt 24' 210.0 210.0 178.7 210.0 210.0 210.0 79-1je' 210.0 210.0 210.t 210.0 1 210.0 210.0 30• 210.0 210.0 155.9 210.0 210.0 2100 26-1/2' 26' 210.0 210.0 210.0 210.0 210.0 210.0 E9 4 •'9. 9~ Lit 32' 256.0 210.0 750.8 210.0 210.0 210.0 37' 250.0 2T8A 1855 270.0 2)010 210.0 a a it 35' 48" 210.0 210.0 142.9 210.0 210.0 210.0 53-1/8" 210.0 210.0 140.0 210.0 198.8 210.0 0 U y 42' 205.7 210.0 131.3 204.2 1763 210.0 19-i/8" 2104 2100 210.0 270.0 210.0 210.0 05" �1.�44 40' 205.7 210.0 131.3 201.0 180.0 2100 26-1/2' 38-3 e' 210.0 21MO 173.9 210.0 21010 210.0 SC 160.0 210.0 1072 187.6 1449 270.0 W / 210.0 210.0 157.4 214.0 270.4 210.0 0 44 p^ 24' 210.0 210.0 134.0 210.0 210.0_ 210,0 53-1/0• 1859 210.0 1185 207.0 1592 210X) 0 y W I JO' 1792 210.0 114.3 200.1 210.0 2101D 19-ij8' 210.0 210.0 1 196.6 210.0 210.0 210A Q g 1. 1719 210.0 109.6 191.9 210.0 210.0 26-1/2' 50-5/8' 210.0 210.0 155.9 210.0 210.0 2100 Mad a 36' 60" 160.0 210.0 102.1 178.7 210.0 210.0 37' 2035 210.0 1299 194.8 210.0 210.0 j 42' 147.7 210.0 2"' 164.9 I. RICO 53-1/8' 1719 210.0 109A 180.7 147.3 2MO < g �g 48" 140.0 210. 89.3 186.3 180.0 2100 19-1/8" 210,0 210.0 1689 210.0 21DID 210.0 J 54' 1 135.8 210.0r79.4 131.6 1422 210.0 26-1/2' w 210.0 2100 146.4 2104 2104 210.0 24' 210.0 210.0 210.0 210.0 2100 1. 183.7 210.0 1173 167.5 210M 270.0 30' 176.8 210-0 203.1 210.0 ?56.6 53-tj8' 758.2 2Y0.0 993 159.5 146.9 210.0 3 � 4 SNS 32' 168.8 210.0_ 1939 2/010 270.0 19-1/8' 210.0 210.0 187.6 210.0 210.0 210.0 X14 SMS m AT 0'FROM ENDS AT 6'FRON ENDS 3 36' 72' 1559 210.0 778.7 210.0 210.0 26-7/2' 72' 194.2 270.0 123,9 214.0 210.0 2tOA AND 24'O.C.MAX. AND 24'O.C.MAX z 42' 141.2 210.0 1622 176.3 210.0 37' 1528 270_•A 975- 1755 210.0 210.0 �'0 L-, 45' 131.3 210.0 IS09 IWO 21MO 53-Y/8' 125.3 210.0 795 143.9 146-9 210.0 w� C3 I 54' 124.4 210.0 142.9 1422 210,0 19-1/6` 270.0 210.0 151.9 210.0 2100 210.024' 2104 RICO 210.P 210.0 210.0 26-112' H. 21C, ii6A 2085 210.p 210.0 rn STN a 30' 175.3 210.0 111.9 186.4 210.0 2104 37' 142.1 `210.0 90.7 183.3 210.0 210.0 moi^m N 32' 1669 210.0 106.0 177.4 210.0 210.0 53-1/8' 115.1 207.3 7310 1322 1469 21MO a I C7 3 M 3b' 84' 152.7 210.0 97.5 162.4 210.0 2100 Z Z .. 427 137.1 210.0 WS 145.9 1763 210.0 I I) 48' 126.0 210.0 80.4 134.0 1600 2100 547 1179 196.5 75.2 125.4 142.2 210.0 24' 2104 210.0 134,0 210.0 210.0 210.0 __S LJ 30' 174.2 210.0 1112 190.6 210.0 2ULO - yyam! 32' 165A 210.0 105.5 . WILD 210.0 VOLD ^ 1' "' F. - 36' 98` 150.8 210.0 962 164.9 210.0 210.0 CONCRETE m 3000 P51 ; WOOD BUCK BLACK 1926 PSI I 1 WODD STRUCTURES 42' 734.4 2104 SO" 147. 1763 210.0 - 1/4'DIA.ULTRACON OR SILLS CAN AL50 HE USED 101/4.OYA.WK-CON 0 48` 122.5 210.0 182 134.0 180.0 2100 WITH OPTIONAL WATERGAS 2 1/2'MIN. i-3/4'M07.EMBED INFO 54' 113.6 194.8 725 1243 1422 210.0 AT r OR FILLED BLOCK if4"DW.ULTRACON OR m X1'1}' 24' 183.8 210.0 117.3 210.0 210.0 210.6 8T1OE rn5L AT 6'FROM ENDS AND t'uiR i/4`4110 KYA7T-COM D C3i 30' iS7.7 _210.0 96.8 179.0 210.0 2100 18'OR e'04.MAX. 1-1/2"MIN.ENBED 4 0 _ SEE CHAT FDR CAPACITY AT 6"FROM F31DS AND 32' 108' 1430 210.0 91.8 170.4 210.0 21MO 16'OR 9'O.C.MAX 'j�P({'AS1L I.ATION OFTAIS SEL ClNRT FOR CAPACITY 36' 130.7 210.0 53,4 154.8 210.0 210.0 " 42' 1152 _210.0 73.9 1373 1763 d2lmo ON ALC FOUR S10ES/U NG ALUMINUM BUCK SYSTEM o u^a o 48' 705.0 195.0 6].0 724.4 780.0 _ c H 2b' 586.7 2100 119.1 2104 216.0 c .845 u 30' 153.6 210.0 98.0 1839 210.0 065 32' 120• 545.0 2100 929 173.9 210.0 7270 .625 �`908 s 36` Y3/.8 210.0 64.1 157.6 -210.0 I` Do...JAVAO A1LWX) PRODUCFRBVISED 4T 776.4 2504 70.3 1392 776.3 T--r465 7� E N f 78592 8 Ati/di gxo�de O OOdn - 1 •° .562 I 35] PlanmNo .�)2 c $ I E,49.U.'Dam �� t 5 A6Atvt drawing Oa ALUMINUM SLICK QPDONAI COVER 0 Z��K WQJr-'04 6063-TS 6063-76 '�U 9h6t PERFORMANCE VALUES PERFORMANCE VALUES OF ALUMINUM BULK OF ALUMINUM BUCK �� Q INSTAIIATION ANCHORS INSTALLATION ANCHORS M.(+)&M.(-) EXT{+)&W.(-) � 0UT000 Dims. ANCOOR INTO ROLLOT BIMR ANCHORS IRTO CONC. ANCH015 IN 800 81X000➢1118. ANCH016 IN70 X01101 0wCE ANCHORS M. N. ANCHOPS=0 i0➢ O ^3 N4�112'11 R C1USI@l C GM CLU.CLDSTPR CLUSTER C1VST0t CLUSTERCLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLVSTEI CLUSTERCLUSTER CLUSTER CLUSTER CLUS12R CLUSI=..CIME6 CLUSTER CLUSTEP. SNDGHT OF 4 OFA OF B OP 2 OP 4 OP 0 OP 0 03'2 OF 1 OP B OP B 8810TH HEIGHT OP 2 OP 4 OF B OP 0 OP 2 OP 4 OF 8 OP B OF 2 OF 4 OF 0OP824' 17&7 210.0 210.0 140.0 210.0 210.0 210.0 IR0.0 210.0 210.0 210.0 18-1/8' 270-0 210.0 270.0 210.0 210.0 210.0 210.0 210.0 210-0 210-0 21&0 210-030' 1559 210.0 210.0 722.2 210.0 210.0 810.0 104.7 7-09.5 210.0 210.0 T6-1/7 210-0 210.0 210.0 210.0 210.0 210.0 210.0 2140 210.0 RI0.0 210.0 210-03Y 150.8 210-0 210.0 11&1 210.0 210.0 210.0 1017 2025 2140 210.0 37' 26' 2100 ZI0.0 210.0 210.0 210.0 210.0 210.0 2140 210-0 210.0 210.0 210-0 48' .142.9 210.0 210.0 112.0 210.0 210.0 210.0 96.0 1920 210.0 210.0 53-I/8' 210.0 210.0 210.0 210.0210.0 210.0 210.0 210.0 ZVLO 210.0 210.D 210.042' 13&1 2-04.2 210.0 106.7 210.0 210.0 210.0 BRA 1829 210.0 210.0 19-1/8' 11&1 NOD 210.0 210.0 210.0 210.0 210.0 2140 1882 210.0 210.0 210.0 C 134.0 WID 210.0 10 4 ZIMO 210.0 210.0 WD 1WD 210.0 210.0 25-1/2' ]la, 1159 210A 1210D 210D 181.7 210.0 2140 21MO 155.7 2104 21" 210.0 CY 054' 1]44 201.0 210.0 10.5.0 210.0 210.0 210.0 900 180.0 2100 210.0 37' 105D 2099 21010 210A 164.5 210.0 21MO 210.0 141.0 210.0 210.0 210.0 C624' 134.0 MID 210.0 10.5.01 210.0 210D 210.0 WD IWD 210.0 210.0 53-1/B' 1049� 209.8 210.0 210.0 LTA] 210D 210.0 210.0 110.8 MOD 2140 210.0QJO' 1143 171.5 210M 89.6 179.2 210.0 210.0 760 ISl.6_ 210.0 270.0 19-i/B' 9813 796b 210.0 210-0 154.0 210.0 _2140 21MO 13M MOD 210M 210-0 �132' 109.6 160.5 210.0 85.9 171.8 210.0 210.0 716 147.3 210.0 210.0 26-1/2' 50-5/e• 779 155.9 210.0 210.0 122.1 210.0 210.0 210.0 1DL7 20.4 210D 210.036' 60' 10.1 153.1 204.2 MO IND MOD 210.0 68.6 137.1 205.7 210.0 37' 64.9 1299 194.9 210.0 101.8 203.5 210.0 21MO 072 174.5 210.0 210442' 94.2 1 141.4 188.5 73.8 147.] 210.0 210.0 63.3 128.8189.9 210.0 53-1/8' 882 1205 180.7 21.0 94.4 188.8 210.0 21MO 809 161.8 210.0 2100Q B9J 134.0 178.7 ]0.0 1400 210-0 210.0 880 120.D 180.0 210.0 19-1/8' 75.5 131D 2140 210X 11&4 2100 210.0 210.0 101.4 2029 210.0 210.0 86.6 129.9 173.3 679 1355 1203.6 i 210.0 58.2 116.4 174.5 210.0 26-1/2' 61, 5&5 117.f 175.6 2140 91.7 1835 MOD 210M -78.6 1577 21" 24' 53.8 1072 150.0 ZI40 64.0 10.0 2104 21M 72.0 1444 210.0 210.0 37• 469 918 140.6 1875 735 148.8 210.0 210.0 STA 1259 188.9 210A 30' 45.1 907 135. 1605 70.7 1413 210.0 210.0 W.6 121.3 HH.9 210M 53_l/8' 399 79.7 119.6 1595 623 125.0 t875 210.0 53.6 107.1 160.7 210.0 32' 47.1 86.1 1292 17W 67.5 135-0 2025 210.0 379 113.7 1716 1 210-0 19-1/8' 64b 129] 183.8 210.0 IOIJ 2628 210.0 210.0 860 177.7 210.0 210.0 3 36' 72' 39.7 79.4 119.1 75&8 622 1R4A 186.7 21OZ 533 106.7 188.0 210.0 26-1/2' 73, 49.6 99.2 148.7 19" 77.7 156.4 1 21D 21MO 664 1312 189A 210.0 N 42' 35.0 72.1 10&1 144.1 _665 1129 169.4 210.0 _4&4 965 1452 193.6 3Y 39.0 78.0 117.0_ 15&0 61.1_ 1222 103 21MO SM 104.8 157.1 205 a. m b' Jab 88.0 1005 134.0 525 105-0 1575 280.0 45.0 9010 135.0 ISOM 53-1/8' 32.0 64.0 95.9 127.9 88.1 11882 15D.3 200.4 434 859 12&9 1718 i';OQ tl C 54' 315 B].5 9513 127.1 49A 99.6 149.3 199.1 427 85.3 12&0 170.7 19-1/B' 00.7 1215 1022 210.0 95.2 190-0 210.0 21OD 81.6 10.2 210.0 21MG w 8 24• 44.7 89.3 134.0 17&7 7010 140.0 210M 210.0 60.0 120.0 IW.O 210.0 26-1/Y 76' 46.4 929 139.2 185.7 72.7 1455 210.0 2104 627 124.7 187.0 210.0 30' 377 74.6 111.9 149.1 5&4 11&9 175.3 210.0 50.1 188.2 1507 200.3 37' ]613 726 108.8 145.1 569 113.7 f70.6 210.0 4&7 87.5 146.2 1949 7Z�j 2 32' 335 70.9 108.4 141.9 55.6 111.2 165.8 210.0_ 47.6 93.3 1429 100.6 53-1/8' 29.6 50.8 802 117.0 4&1 92.1 1382 1642 393 79A 118.4 157.9 In N n 36' B4' JL5 0.0 07.5 129.8 50.8 1014 132] M. 43.6 B7J 1349 1745 4Y 29.2 585 675 It&7 0.7 91.4 13LI 1829 792 TBA 117.6 136.7 / - �A ii in 48' 269 53.6_ 80.4 107.2 420 84.0 126.0 16&0 76.0 7Z.0 10&0 144.0 _Z Z N 54' 25.1 502 75,2 100.3 ]913 7&6 1179 1572 317 6710 101.1 1- 12'^1 PRE PUNCHED ANCHOR HOLES 24' 3813 1 7&6 1119 153.1 88.0 120.0 180.0 210.0 51.4 10.9 154-3 205.7 3'TYP.J1` I ALL OTHER HOLES SPACWG _ I�DRILLED M FIELD 36' 11.8 fp.5 85.3 127.1 49.8 99b 149] 199.1 42.7 85.3 128.0 1747 I1 32' b.1 883 90.4 120.6 47.2 94.5 141.7 1890 405 Bl.➢ 1215 162.0 ` n 136' 96' 275 55.0 825 10.9 43.1 862 129.2 1727 36.9 73.8 110.8 147.7 42' 24.5 49.0 73.5 9BA 38.4 76.6 1152 1516 32.9 65.8 98.7 131.7 i 48' 223 44.7 67.0 8913 35.0 70.0 105.0 IQ.O JOA 88.0 90.0 120.0 54' 20.7 41.4 62.1 82.9 325 64.9 97.4 1299 27.8 55.7 015 111.3 SCREWS W CL115TER Ix 2C 333 6710 100.6_ 1]4.0 STS _1010 157.3 210.0 45.0 90.0 135.0 188.0 1X4 MUWON u� n 30' 277 55J 83.0 110.7 43A 86.7 130.1 173A 372 743 111.5 11&6 JY 108' 262 524 78.7 104.9 41.1 822 1213 1643 352 70.4 10.7 140.9 �I�•_3 ]6' 214 479 71.5 957 3]13 71.7 1120 1497 720 64.0 MA 128-0 i 4Y 21.7 42.2 0.{ 84.5 37.1 66.2 997 1324 28.4 56.7 85.1 1735 45' 19.1 3B.3 57.6 76.6 30.0 88.0 90.0 120.0 25.7 31.4 77.1 1029 24' 29.8 59,8 09.7 119.1 48.7 93.7 140.0 106.7 40.0 88.0 1200. 160.0 4 \ 0 JO' 21.5 49.0 77.3 98.0 13&4 748 115.2 133.6 728 659 BB.7 131.7 0 32' 120' 212 1&1 1 68.6 928 J6J T1.7 10.0 10.4 31.2 627 935 124.8 0 0 n w 36' 21.0 420 0.1 64.1 329 0.9 9&B 131.8 282 565 84.7 112.9 - 0 42' 184 37.1 55.7 74.3 29.1 5&2 87J 116.4 24.9 499 744 99.7 I ANCHORS MIN. EDGE DIST= 2-1/2 IN. ANCHORS AT -pIyj g Vilb ALUMJNLJM RUCK FRAMING. W aL2015 PlyigwiU5(AT MULLION ENDS) LUSTER OF 2.4,6 OR 8 ANCHORSEE CHARTS ABOVE).ALL OTHER BUCKBeANCHORS AS PFR SHEET 9.FOR WiNDOW ANCHORING TO (CLUSTER OF 6 BEING SHOWN) P99WnALUMINUM BUCKS USE 1714 SCREWS NOTE:ALUMNUM EUCKS ARE SUPPLIED WITH 8805-04 CLUSTER OF 2(1 SCREW HOLE PER 51DE)STANDARD. SPACED AS PER SHEETS 7 & 8. EXTRA HOLES MUST BE FIELD DRILLED IF REQUIRED. shee170 0(10