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HomeMy WebLinkAboutProduct Approval (3) "jj -D 5�q 2.--- ST.LUCIE COUNTY BUILDING DWEION REVIEWED FOR CO.�IPL3rYCE, REV11V,VFbD 3tY y� DATE MIAMI- PLANS AAIB FERMIT MUST BE ISP a ON JOB OR NO INSPECTION WILL BE MADE. MIAMI-DADE COUNTY M PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows and Doors,Inc. 10100 NW 25'h Street Miami,FL 33172 SCOPE: o 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 nc -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: Series ' Aluani�au'ni gleHungWiridiaev L'11'l'IJ 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•DADE COUNTY n 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 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 (cowmuED) 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, O 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. 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 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 Per Product Control Ex NOA No. 15-0=. 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 "SentryGIas®(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 Clear or Color Glass InterIayers"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 Al-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. HTL-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 ButaciteO 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 Pere4,P.1k. Product Control E mi r NOA No.15-0512.07 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-3 Ge_n_ero_I_Window Sections FRAME AND VENT DETAILS FOR GLASS TYPES 1 k1 I r' SEE SHEETS J k 4 FOR CAPACITIES. 1/2"(tyP. 11-ge) 17 1 I 12 15 1_ Fai yT � ---_ I (� Porruue Snsn Dei dU -'' 9 �o Installation Screw1 --_ (Refer to sheets CL iu 15.,6 k i for C spacing inlnrnlnlion) V po w o\ Window Width a¢> OH � 1- n o�t1 0 a m g . lar ,zo I ya,zu31�Ed z� ')R Daylight r u rDaylighl 0 .J O DyP) (IFr) 3 9/16" Opng. Opng. J 9/16" A sst vats a r.rcR awss aWNns Window YFidth Vlndow Width `I ," Aural nS(Opt;—l)r / INSTRUCTIONS FOR USING CAPAG(TY CHARTS: \ - _ OETERMiNE THE REOURED DE51GN PRESSURES FOR 2 Q' _ A GNEN WINDOW OPEILNG x. 0. R STEP 2 DETERMINE TIME CAPACITY OF THE WINDOW 1 ) p �f A I-- SRE/C 3 AND4. GUTS T1PE FROM LMAR75 ON .L O % �I{I I SHEETS].WO!. T STEP 3 OE ESI WE ME ANCHOR CAPACITY FROM SHEET T 1 In O n FOR SINGLE OPENINGS.APPLICABLE TO ANCHORS TYPE h A B OR C SHOWN ON SHEER 5 AND D. I 'I 00 yr STEP 4 W ALUMINUM BUCKS ARE USED,VERIFY ME BUCK I Z Z '11,,11,110,CAPACITY FROM SHEET 9. I,�' c 9 STEP 5 FOR UNCUPPED NULLEO wta0ows DETERMINE }^F I a� 3 - MUWON/MULL10.N ANCHORS CAPACITY FOR 10 TUBE D I I q MULLION FROM CHARTS ON SHEET S. IF WRWKI BUCKS ARE USED DETERMINE BIICI( U _/ STEP 6 MCHORINO REOURCMENR MOM GTARR ON SHEEP 10. �a F (oFf,hD� (4 ME LOWEST SELECTED VALUE APPLY TO ME INSTALLATION _-- — -- G \ AVD MUST EQUAL OR EXCEED THE RECLINED DESIGN T S I 1i M YI OF—) LRvw+ ) PRESSURES OBIANED FROM STEP 1. u \� B"� TYPical Flavotion `IZ���I SERIES'960'ALUMINUM SINGLE HUNG HINOON — APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS w 1 g 4- J OF S.H./S.H.CR SINGLE HUNG WRN OMER MUMU-OADE COUNTY _ APPROVED'NINOOWS USING MAM-OADE COUNTY APPROVED MULLIONS LONER DESIGN PRESSURE FROM'NNOOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. N-ii 6 SHUTTERS MESNOTflEOOdtED.R IMGE YKSII[IMPACT.QJ 22 MIS PRODUCT PAS BEEN DESIGNED AND TESTED TO COMPLY WIT ME RECUIRENENR OF ME FLORD FUNDING CODE INCLUDING WGN VELOCITY (0."--) HURRICANE ZONE(HVH2).rr11!( 631 WOOD BUCKS Br OMERS.MUST BE ANCHORED PBOPM1110 IRANSFERLw l T 1 U $ .I- _ 1 (aalvml) LOADS 10 ME STRUCTURE HoWhjI4)CrIh 0.Flamm Lrpr:1.VW�AHMw I -J ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON CEEMM ANCHORS 'I—PUWr Not -0 I2-1 PC/EYBEONCNT TO USE MATERIAL SHALL BE BEYOND W.W.ORESSINC OR STUCCO?HORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE qv IFOT PMT OF MIS APPROVALJ Standard 12 P3f Sill Optional 15 PSF 'Nater Our Adaptors A LOAD OUDIION INCREASE 1S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. I( { 5 drawing MATER IAIs INCLUDING BUT NOT LAKED TO STEEL/MEFAL SCREWS.THAT WO5—O4 Con not Oe usM.Ah lock type (6) COVE;HIO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET ME REQUIREMENTS OF ME FLORIN BLDG COOL Sheet 1 0(l O FRAME AND VENT DETAILS FOR GLASS TYPES 3, 3A, 4 ANO 4A. !SEE SHEETS 3A&4A FOR CAPACITIES. �f� OPTIONAL TOP RAIL SWEEP LOCK NOT AVAILABLE WITH THESE 0 (_/ [CLASS TYPES. Z m $ n o p� 5 ii I6 ! 7 15 f. f A� I � �.$� ( S—R.—. Refer tion Screws a ` 9 I I (Rater to sheets spacing inlarmatian) 0 3 LL rtt9 O I n m- IB L; — x Window VAdlh Q G Q o g 6]O � L6 z NF .. 21 I H Quti�� Oap) am) J TJ' Opening 3 m IG _ tfi aj _ 6 5[[YtflS!n M rw unu wroas Window\YJtr. --. inrl ce 1pp!ied ! i !Aunt:.(aplron.1) 2 —� = oR ILVi Glaring at Insulated Lorninoted 0o <5 Typical Clevalion 999 �2 enp=HwSµwa PRODUCT REVISED )0592avnPlyiok OmFhWa SiOg u"•s5le Al'Ode wWarP�Np 15.0512.0 1 [ raiw D+w 7! Slondord 12 Psf Sill Optional 15 PSF 'Note, Bar Adoplor ;02Qt5 n 'a wnmal w�a�/-/ +d3rc g a --Can neL 5e mad wdh I,[ ype © v W05-04 i sheat 1A of 1 6 0 y5 a _ 0 0 vg p'g�Ro 0da� 0 dma� C LL Zun ab�x� Bill of Materials = 3 J ITEM I PART 9 I QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER REMARKS I W23201 NG AS REDD. WOOL PIIS WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB/SCHLEGEL ;In 2 CGI-612P AS REDD. PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK z 00 w �� 3 #146-4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY "J C3 4 N/A AS REDD. GLAZING GLASS VARIES 91 xN c AAAA._ 5 N/A 1 COMPLETE SCREEN ALUM/MESH N 3 Nr 3 6 CGI-615C 1 OR 2 COMBINATION EGRESS LOCK AND UFT/PULL ZINC CUSTOM CASTING 1 0 WDINS . 28"WIDE&SMALLER of o 3 Z Sc 616C ATTACHED W/(2) #8 K 5/8"FH SMS 2 0 WOWS. OVER ZB"WIDE = A30700& OPTIONAL SWEEP LOCK & KEEPER Pe laces 1 0 WOWS. 28"WIDE& SMALLER 3 R b._ 7 1 OR 2 ( P ZINC TRUTH HARDWARE OR EOUIV. a C2 C30705 item 6)ATTACHED W/(4) M6 X 5/8"FH SMS 2 a WOWS. OVER 28"WIDE �` U��oil 8 18-I1-x%-100 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 1 0 WOWS.28"WIDE&SMALLER 2 9 WOWS.OVER 28"WIDE 9 CGI-614C 2 71E DOWN BLOCK ZINC CUSTOM CASTING 10 VARIES 2 BALANCES (B&T OR SPIRAL) VARIES VARIES BOTH BALANCES CAN BE USED 11 CGI-617P 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB '" 12 CGI-618P 2 VENT_STOP PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS X ie 14 CCI-613P 2 FIXED VENT SHIM _ PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT rwtxlCT RevIseO `..9 9 Flaf� 15 CGI-619P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTINGIZ.OT n«n�.n.<Nnl •05 9A 16 CGI-622N 2 BOTTOM GUIDE/CLIP AT OPERABLE VENT NYLON CUSTOM CASTING 17 G-62CC 2 CARRIER SYSTEM ZINC CUSTOM CASTING OPTIONAL-BALANCE ATTACHES 70 IT °T A' Miwn)aJt 18 N/A 16 VENT ASSEMBLY SCREWS 5/S VARIES 010 X 1 1/4"PH SMS(2 PER CORNER) --- 19 N/A _ 12 FRAME ASSEMBLY SCREWS S/S VARIES 010 X 1 1/4"PH SMS(2 PER CORNER) enl.:uvPo u:v�n 20 CGI-382V AS REDD. VINYL BULB PVC PROTOTYPE PLASTIC EXTRUSIONS C IL 5]E x 21 VARIES AS REDD. STULTURAL SILICONE_ SILICONE 3 SILICONES GE-1200,GE-2000.&DOW 995 22 CCI-632 1 OR 2 COMBINATION EGRESS WB LOCK&UFT/PULL ZINC CUSTOM CASTING 1 0 WOWS. 28'WIDE& SMALLER `§ a - - ---- � ATTACHED'N/(2) 98 X 5/8"FH SMS (FOR USE WITH WATERBAR) 2 0 WOWS. OVER 28"WIDE 23 - 2/LITE SETTING BLOCKS EPDM - OUROMETER 85*5 SHORE A W05-- J ,sheet 2 ott0� i T 1-11 z �h LIZ_, y- 0 Lf A ,---3_.521 mo I �_— � 6U1-Frame Sill o 6 .0 GOU 6061-T611COJ fi063-T6 502-063m6 JOmb (� Ls26 �L]m- VENT SHAPES FOR GLASS TYPES 1 .080 �J. -I ! - "'0� d-H°riz. Rail 605-1i„ed Intla. 1'06-Moving Intick G07-Side Roil 609-Glzg. Oe°d A 0 6067-Tfi� l 6n63-T6 6063-ifi (___6963-T5_ _I o {� w o j rI.J26 �--4726 2'126 --I VENT SHAPES FOR GLASS TYPES 3. 3A. 4 & 4A J� O+n r 1.132 85 2.00 2S0] I1r t- .080 2.507 I I I� - x.256 y.bJ6 r. n Ti O r� z 1,672 J.IJ4 1.728 IIII-•1111 .062 4 —� �I —T `s'3 I- v .940 IIry'! 9160II((I'��1 I.-.902-� _ 1 C_ '-.950 1-.957-i _ 629-0z9. Bead 630--GIzg. Beod G' G25-ROri2. Rail 626-Fined InflCk. 1G27-MOvin InllOk 62d-Site RoB fi063-T6 G061-T6 T t 6061-T6 I an67.I6_ __G063-iG For Glass TYPes a/aA far(i°ss Types 3 3 JA o 4 GLA-Y. 35-{ .325 I"jI ib S U1.094 _a^a 3.155 ` --- .075 Ear.JAVM MN PRODUCT BEWSEO L Omt a.cnnplying ldN NO Florida o M.PE )0]92 I1��iWioB Cuk pp N. 5b .Tcrrplana iJs 1$'051 2•� E raia.l7ak S 8 5 I� .773 -B2 0� 0 2015 .d Pull' drawing 063-TS 611-WOte b 631-YloterbOr W05-04 6 -IS �shfifil 2A o(10; 1/8"Ann. Glass 1/8•HS Gloss 090-(M-yer .ago-Interlayer SenlryGim s.mryam. �---a S By'X.mrq Ame-lar.' 8,'Xmmq Amerb..I"a' Supplemental lest Results for: Z* ; .o]s'Interlq.r .OAS'Intenger 0 Z � .Air Infiltration snug.CP 98th PLI C«e -sane.CP With FEr core - VYDIer Leakage Resistance - Forced Entry ):.m g By'Eastman CiI-ictal C..' By'Easlm.n Chemical Co.' I __---_ _ - T 1 l 00'Inlenger .100'Inu,1 yer Test Type and Method Results -Salle.HP r.I.ar.r Color Cl- Salle.HP Clear or Color GI"sicBy'Ea.Man Chemical Co: Ry•Eastman Chemical Co.' tic Infiltration Test(ASTM--E283) C 0 in 1/8"Ann. Glass 1/8"HS Glass a 1.57 psi pressure differ MW PASSED(.046 C.F./Min/Sg IT N r. l 1)6.24 psi pressure diff-Mol PASSED(.076 C.F./Min f SiNGane 0 Silicone g Q a qy c'I GF.-1200 i GE-1200 Water Leakage Ies1(ASTIR-E331) NO leakage allowed 0 0 O of GE-7.000 GE-2000 W.thoat«ntemar nd.ploF PASSED 0 12.0 PSF C g m at r. DOW-995 DOIY-995 x.41 wolarhar adaptor PASSED 0 15.0 PSF 106 2 2 R ±J At 1 4 Pointe On tile. 23 At 1/4 Paints On Ute. Vrder Than 36' Wide,Than 36' F..ced Glry Re.isl.nce tat PASSED Q C Glass Type "1" Gloss Type "2'• (ASTM F588&Grad. 10) S/16"N-inoi Glass 5/16•Narninal Glass .AnnealOd/Anneaiad HS/HS EQUAL LITES 1TINDOWS EQUAL LI•rF.S WINDOWS EQUAL LITES WINDOWS � vIEsiGN IAAD CAPACrrY-PSP DESIGN LOAD CAPACITY-PSI' DESIGN LOAD CAPACITY-PSP •,Vid(h N WINDOW DIMS. GLASS TYPE'1'CUSS TYPE'2' WINDOW DIMS. GLASS TYPE'1'GLASSY TYPE k' WINDOW DIMS.JaUSS TYPE'I'GLASS TYPE'2' I 1 'NIOIH HEIGHT EXT.(+J I INT.(-)EXT.(f)INT.(-) MOTH HEOff EXT.(+)IMT.(-)Iii INT.(-) MOM I IIEICHT EXT.(+)INT.(-)EXT.(f)INT.(-) z p u., D I 2a' IOOA 210.0 IWO 210.0 24• 1TOO 151.9 IOOA 210.0 19-I/8' 120.0 210.0 100.0 210.0 _ � C3 ]O• 1°0.0 210.0 100.0 210.0 ]0' 1-m ileW 1000 120.0 26-I/2' 100.0 210.0 100.0 210_0_ O q\f 32' 100.0 210.0 100.0 2_10.0 32' 100.0 I t 1.9 100.0 120.0 3Y 26' 100.0 21°.0 100.0 210.0 Z•• I j ? N 36' 48• 100.0 18°.0 100.0. 21°.0 36' 96' 1°0.0 101.5 100.0 120.0 53-1/8' 100.0 111.1 100.0 210.0 a2• iCao 1.4.0 100.0 210.0 42' BSA 85.4 100.0 120.0 19-1/B' 100.0 210.0 100.0 210.0 3 <B' 100.0 120.0 100.0 100.0 4B' ]6.2 762 100.0 170.0 26-1/2' 100.0 210.0 100.0 _210.0 22.� SJ' 100.0 1°2.9 100.0 171.4 54 G8.9 60.9 100.0 120.0 37' 100.0 197.2 100.0 210.0 O ±4' 100.0 210.0 100.0 210.0 24' 100.0 142.4 100.0 210.° 53-1/B' 100.0 124.1 100.0 206.9 ]0 100.0 199.7 100.0 210.0 30' 1°0.0 102.2 1°0.0 120.0 19-1/B' 100.0 210.0 100_.0 210.0 J2' 1C0.0 190.3 100.0 210.0 32' IDB' _94.9 91.9 100.0 120A 26-1/2'S0-5/8' 100.0 210.0 100.0 21 Do t ss' 00• 100.0 isaa 300.0 210.0 36' 85.9 85.9 loon 120.0 37' 100.0 'Ise.it W.. 230.0 I Equal Lila Ylindow a2' 100.0 128.0 100.0 210.0 42' 75.3 75.3 -100.0 120. 53-1/e' 100.0 101.2 100.0 IG8.7 48' 100.0 104.7 100.0 120.0 48' 68.6 MIT 100.0 120.0 19-t/B' 1BOO 21MO 1°0.0 _210.0 r4' 68.6 88.6 100.0 120.0 24' 10°.0 120.0 100.0 120.0 26-1/2' �• 100.0 2°7.5 100.0 210.0 PHP 34' t00.0 201.1 100.0 210.0 10' 90.7 90.7 _100.0 120.0 37' 100.0 154.9 100.0 210.0 R H A• 100.0 162.1 100.0 _210.0 ]7' 120' B].8 83.6 1°0.0 120.0 53-1 B' 88.1 69.1 100.0 120.0 32' 100.0 167.6 IND 210.0 36' 75.9 75.9 100.0 120.0 19-I/8- IC0.0 210.0 100.0 210.0 y icea S 36' 12• -100.0 150.] 100.0 210.0 42' 66.4 66.4 100.0 120.0 26-1/2' 72• 100.0 181.5 100.0 _210.0 PRODIpICT�RaN4VISF.D R a _ _ _ Ia cmn l' Rice Fluld4 Y 42' 100.0 120.0 10°.0 120.0 3Y 1OLD 146.8 100.0 210.0 R�nldivgCWv .\accplvnx Nab �SIZ.Q AB' 96.0 96.0 100.0 120.0 53-1/8' 82.0 82.0 IC0.0 120.0 F. 3 - 54• e0A 80.0 100.0 120.0 I9-I/6' 100.0 _210.0 100.0 210.0 24' 100.0 179.1 100.0 210.0 26-I/Z' J6, 100,0 171! 10°.0 210.0 Minn Dade Praa,lcl o w o r 30• 100.0 143.4 100.0 210o !]' 100.0 138.6 100.0 210.0 ]2' [71 0 1353 100.° ZI0.0 53-I/8' 80.0 SOA ICDA 120.0 36' 84' 0 120.0 100.0 120.0 En9r:AavAD AHwD 42' 0 106.1100.0 12°.0CNL FIA FE 170592 6 95.6100.0 1200 All values shown are Design PSF(Pounds per Square Foot) CA ]5]B54- 6 74.8 100.0 120.0 n J VALUES FOR EXTERIOR LOAW(+)SHOWN ARE -----a- 11 FOR SILL wlT/I WATERBAR ADAPTER crowing no CLASS CAPACITIES CN THIS SHEET ARE FOR WINDOWS WITITOUT WA7ERRAR ADAPTER 3ASED ON ASTM E1300-09(3 SEC.GUSTS) J 0 20)5 YV05-04 AND FLORIDA 8U!L01NG COMMISSION tPAIT EXTERIOR(+)LOADS TO 80.0 PSF DECLARATORY STATEMENT DCACS-OEC-219 sheet J o(1O) 090-inierloYar x.90"inttrl%er NOTE, -�enlryGl9a .ScnlryGlaa y 9r'Karoray Americom ine.' {� GLAss ON A IDES ON Mrs SHEET ARE I RY`%urm9y Amer&o.Me.' PISED ON AS(Y 61500-0.9(J SEC.Gt1SiS) .015'InlcAnyer .075'Int.'I y., i ,:ND FLORIDA 6UlLDR4G CON,4SSION 3/1*- �t" " P Y6th PET cora 3 16"ANs", - +oI j Salle.CP Wi1n Yti Cora CECtMATORY SLAIEA+ENT OCA05-DEC-219 tmvn GMmirni t0.' 4Z apQ 8Y'Eastrtwn Chemieat Co.' q r•t'! laln ,100'Inrl%tr P D tvr nr tmar con E SCDorwcoon Gossm4nCnemicol Ca.'EQUAL CITES TYLNDOfYs DESIGN LOAD CAPACITY-PSP 3/16' IIS �( 3/16-ANNWINDOW DIMS, GLASS TYPE'0• LASS TYPE'OA'cuss TYPE'a'Cuss TYPE'4A Silicone_ Silicone 'NIDM HEiGit7 EXY.(+)1NL(-)6x2(0)iM.(-)Esc(+)1NL(-)EXL(i)IRL(-) GE-2000 G6-1200 vlido zlo.0 too.0 zldq_ 1 210,0 IW.o "GohOW-995 DOWGE-2945d030' TcOm 2500 1000 210.0 1040, 210.0 100.0 210.0 � /4 Fointa On thea �-/ At 1/4 Pvinta On 11110 q tlaz' as• 1W.4 x10.0 100.0 zlo.o lca0 21x0 mo.o 2m,o Glass Typt: 3v man sfi' Class Type "3A" J twge.man afi" q mm'e 3b7 100.0 2511.0 164.0 2100 1040 510.4 1040 208.2 -- .69o'inlnri%er 090 tnteri%er 0.5', c 42' 1pd.p 110.0 100.0 210.0_ I00p 210.0 IOq.O 175.9 t/6 NS SantryGlne 4,pel " santryGloa k i .B' 1110_0 100.0 1040 21,`4.0 11X1,It 2W.a 5d6A 15&6 t DY'KUror%Amu:ta,Inc.' Gy'%urvCay Amerkv,f-, j U e0 n 1 5C 1000 171! 100.0 01.4 1000 01.4 100.0 1]9.5 3/5"Air Space 1 975'lntt.W 3/6"Air .075'mten4yar S.D..CP Itim PGT Cure Snllt.W'Mlh PET Care J 24' 190.0 2m.o 100.0 21&9 loon 210.0 4n.0 210.0 1 j6"}IS `{1 t2y'Fmtmon Chamkol Co.' 1/tt"AN0.Y'Eaatrnvn Chemira!Co.' 30' mq.0 21om IOU.o 2100 100,0 x10.0 100.0 7.10.0 L c1v00.1n1trlaycr .100•mtq,l4yer }'� JZ' tW.o Ti0.6 19%p 240.0 !0_0.0 270.0 IOp.O 202.2 flea i6'Gtor yr C.w Gin„ Svfitn NP Oiear A,Cvbr 01a,s16. 50' 100.0 IIp.O 1000_ 21 D.0 IOOA 210.0 Itl0.0 172.5 9,'L.,imvn Chemkal Ca.' Dy'to,tman Chemkat Co.' xl DGE SPACER _A2' 1000 210.0 1000 2100 100.0ISJA sl.STER M'CAROwAI' XL EWE SPACt/8" HS sT.sTEEt er rARaINAtj$"ANNa, 4e' wo.o 1x0.0 109.0 120.0 loop Izq.O 100.0 izo.0 pR :,.rWRASEAI.WY'OU.wE%' __ Silicons SiliconeSi 100.0 1200 Ip0.9 120.0 1000 110.0 Ip0.0 IO6.S OR :: r•ar CE-1700 0IRASFAL DY'OItAIIEfiE 1200 O20.• iWO 270.0 100.0 21x0 100.4 ZlO,O !OLD 110.0 SUPER SPACER M•gt1ANEX- (eE-2000 _- 1 "' --- "--' UOW-995 SUPER SPACER DY'CUMEDOW7995 '' .000 334' IO.O 210.0 100.0 210.0 100.0 210.0 1ppA 172.2 v. T At i a Yainta at 5:tea- _ / 3 AI if4 Pomta All Sizd++0o.v210.4100.0 !91.2teasM20.01 16.04' Gloss 4rn N n J6' 7; 100.0 210.0 100.0 198. _100.0 mam 109.0 160.1 -� -- 3 ron +Y tc40 I?L0 ima I2a.p I0aO 120.4 100.0 529.0 EQUAL LrrEs WiNDOSYs tY dlh Mi ZZV-�� IW.O 120.0 100.0 120.0 IOO.0 120.0 IOOA 109.5 RESIGN LOAD CAPACITY-PSP _ 50.- 500.0 120.0 100.0 1200 Co.50 120.0 9p.5 40.5 fttND4W DLLs, GIA53 TYPE'0'.LtsS TYFF.'OA'GLASS TYPE'+'Cuss TYPE'4A' _o 24• 14p,0 210.0 IOOA 2100 100.0 21 q.0 100.0 190.2 'MIOM nE10R1 ExT(+)+M.(-)E#.(+)IM.(-)F%i.(+)INE.(-) - 14• 100.0_ 150.4 100.0 2590 SW.O _210.0 1000 152.3 19-1/6' 100.0 TfaO 100.0 210.0 IODA 210.0 1640 210.0 p Jll U^M C- 32' 100.0 210.010, 210.0 100.9 210.0 Imp la].] 26-1/Z- 2B, 160.0 210.0 100.0 210.,_0 100.0 210.0 100.0 210.0 J5' 1000 120.9120.0 IaO.p 1200 111.0 420.0 37' III90 210.0 IDp.q 2100 00.0 244.0.2 106.0 120.0 120.0 100,0 110.0 100.0 112.7 S]-1/8' Iwo 110.0 100.0 210.0 100.0 210.0IoO.p 210.0a6' 1000 1200 120.0 100:0 120.0 90.900914-1/8' 19x0 210.0 100.0 210.0500.0 2100 IOD.4_ 210.0_Sa" iW.O 110.0 120.0 lo6,p 120.0 80.8 89.b 26-1/2']6-]/B' 100.0 210.0 100.0 210.0 __100.0 210.0 1040 210,0 1.4 a R 24• 100.0 TI0.0 100.0 210.0 100.0 210.0 Ip0.0 172.0 37' 100.0 210.0 IOO.tl 210.0 (00.0 210.0 100.0 _2100 Y > J6' ICO.o 124.0 100.0 !20.0 104.0 1240 100.0 1200 53-t/8" 100.0 206.9 Iwo 20%9 100.0 206.9 1040 206.9 �n3 cd ____. __ 32- Ipp.O 120.0 1110.0 120.0 1p9.p 120.0 Ig0.0 1189 19-7/8' 1040 1100 _100.0 _216.0 100.0 210.0 IODA 36' 96' 100_0 120.0 1060 120.0 100.0 126,0 ipOA 1070 26-i/2- 100.0 Ilam 1000 2100 100.0 210.0 144.0 2100 �gt3Qi Lite Window Y S 50-5/8' 42' 100.0 1x0.0 1000 120.0 IC0,0 120,0 90.8 _900 37- 100.0 21010 100.0 21010 700.0 210.0 100.0 19J.1 46" IOOA 1200. 106.0 120._0 1044 120.0 84.9 609 53-5/8' SD0.a 168.7 100.0 1687 106.0 158.7 IODO 131,7 AI[-It1e5 shown we 0e0ign pSF(Po-dS per Sq-e Foot) 0 0 3 o`S 50." 140.0 120.0 100.0 112.6 100.0 120.0 7].2 73.2 19-1/8' 100.0 210.0 100,0 210-.,_0 100.0 210.0 100.0 210.0 VALUES FOR EXTERIOR I.OADS�+) SHOWN ARE 20.' 100.0 2100 100.0 210.0 490.0- 210.0 1000 151.2 Z6-1/2' ICOQ _210.0 100,0 2!40 t00.0 2100 TWA 210.0 63' -. FOR SILL WITH WATEREIAR ADAPTER ]o- 100.0 1x00 loo.0 1200 160.0 1700 too_o to%6 37' oo.O 21a,o IOLO 191.9 1 .00 210.0 _loom 171.6 FOR WINDOWS WITNOU1 WAIERUAR ADAPTER `c----J 32' iW, F-E 520.0 1000 121. +00.0 1200 100.0 Io0.8 53-118' 'Me 120.4 106.0 1200 100.0 120.0 1. 1.4.5 LIMIT FXTERIOR(+) LOADS TO 80.0 PSF 36• Ixoo 100,0 1200 100.0 1zp0 si.z '91.z Is-1/8' 100.0 210,0_ 1000 z10.o 100`0 210.0 100.0 zlo.a Enyn AYAO ANwp i .2- nos 100.0 1200 Imo 1100 800 Sam 25-1/2' 104.0 21x_0 1000 _240.0 1040 154.4 100.0 192.9 UNL .... ___ i92OlitiCT RUiM1RED ftit Tg592 n 49' 120.0100.0 112.2 IG00 12x0 72.9 72.9 37" IOO.o 210,0 100.0 196.5 1000 2100 1000 156tl45M / ....._ _1200 100.0 1200 IOq.O 1200 1000 1200 9-1 8• 1000 120.1 1000 120.0 m m 120.4 •Q.�_� _......_ _ arl I10A 100.0 I2o.0 100.0 I;0.0 96.4 96.4 19-t/8' Iwo 210.0 100.0 210,0 100.0 210.0IOO.pO3I' 120' 120,0 100.0_ 1200- 190_6 1_20,0 BRA 8BA 26-1/2' ...a 2100 _ 210.0 100.0 .0 1 162.1 33" 110.6 100.0 iZ0-0 1000 120.0 808 80b yr 78 100.0 NOA IOp.O 194.8 1000 2100 104.0SU 02U15 �WO120.0 100.0 Illy ICO,O 120.0 70.6 74.8 S]-1/B" 100.0 120.0 100.0 170.0 1 IC0.0 120.0 98.3 eBa _.-!!,�^ ishBel 3AO(tO) 0 1/8'Ann, Glass 1/8'HS Gloss 090'intertoyer .090'Infedoyer f� V lrytllgs ;ant baa `Y 9y'Xaraay Pmerica.Inc: BY'ryrway Americo, Q75* d"Iarm ` Supplemental Test Results for; 2 n�l .pr, laladayar � (-SolkX CP with Ptl Cae Sone CP Orth PET Coro Air Infiltration - Water leakage Resistance - Forced Fnlry By'F.M-Cham{cni Co.' BY'Eastman[twnccM Co.' y a mkngye. .100'5.111 tolanmar Test Type and Method Results C e Solka VP claar w Cofw ansa lana.!W naw or Co19r Glasa _ 0 a ey'Eaaimon Ci,anieoi Co.' By'Eoaimm Chemkal Ca: Air InliRrnlion Inst(ASTM-E2RS) It - 138'Ann.Classm -I/8-HS at... IP 1.57 psf Pressure differential PASSED(.044 C.F.f Min J Sq FI) 0 U V q 6.24 Psf pressure dincrenUat PASSED(,q76 C.F.J rtin/S9 Fl) V a H f Silicana ~`n' Silicone ('rasa tai 8 GE-1200 -GE 2000 :'tater Leakage Test(ASTM-F,431) No leakage n11swed _ 0 d n q 1 CE-2000 II 004-995 P PASSED A 12.0 PSF m p n OOV(-995 -_ niliwul wntabw oda tar Ilii„- pith waterbar adaptor PASSED®15.0 PSF A(W N(.'m 23 At I/4 Points 0n Lilas C3 Al I/4 Points On lilea Fwcad Entry ftesiatanca test PASSED tYoer fhoa 36' Yf,I-;s* GI Type "I" Class Type "2" (ASTM FbBB et Grode TD) 5/16'Norninol GIG. 5/16"Nnminol Glass Anneatad/Anneniod HS/Hs UNF,LTUAL LITES UTNI)OWS (ORIFI.) UNEQUAL LITLrs IYItNDOTYS (ORIEL) z DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF ,mn I/IND07 UIUN. In Top VIN 01,056 TYPE'1'GGS9 TYPE'2' OIRD9R ll16tS. CtA'S9 TYPE'1'G)A58 TYPE'2' <9;CL' OP VENT w;O1H NFgNi NEIC111 Fld.(I)INT.(-)EXi.(4)INi.(-) n'IOM IlElfili 24' IA20 161,9 Io0.0 210.0 19-118' Io0.0 va.0 Iwo 210.0 30' IaGG 118.8 If1p.0 120.0 26-1/z' 96' 48' 1°0.0 138.5 100.° 21-0 16 N YN 32 100.0 iti.9 101}.0 i2o;0 1T {w_) 99.3 99.1 100.0 120,0 t`m 98- 46' 1111 - . in Y1�yr 26 (MAIL) IQo.o lots laaa ixao 53-1/8' 694 699 I.A 120.0 3 Nn o 42' 85.4 85,6 -*5-0-520.0 )9-i/6' 1000 210.0 tW.O 210.0 O nn 46' T. 76.2 IOp.0 1200 26-1/2' las' 54' 100.0 -1-2.0 70°.0 12°.0 » Z?4 54' 48.9 68,9 100.0 /2QA 37' (M'ix') 910 83,6 100.0 1200 24' 100.0 142.4 100.0 210.0 19-1/8' IC0.0 210.0 100.0 210.0 PIIDnULT M1DViSBD JO• to0.0 102.2 w-0 120,0 26-1/2' 120- fi0' IOp.O 108,6 iQ0.0 1200 m ra,,J"uIbo.F101k6A I+N L)Q�t� MAI.) a,ak6aaca4a 15.081`2.0 l ] 32' 94.9 94,9 Ia0A 120.0 37' ( T3.] 73.7 ICO.o 120.0 AcaePioaa No - 35 ( .}08" S4• 85.9 85.9 100.0 120.° i9-1/8' lOp.O _210.0 1060 1tO.p E.Pir+lino Bok MA,t42' ]S.J 7513 100.0 _12°.0 26-1/2' 12(1' 66' 99.5 99.5 100.0 I10.tl 48• 68.6 66.6 100.0 120,0 37' (�') 65.T 653 100.0 120.0 StimNl)ada lhoducl' „1t�I'!_ 24' 100,0 120.0 100.0 720,0 t9-)/8" 120- 72, 160.0 210,0 10°.0 2)0.0 )JVu_ a-0, NI 30' 90.7 96.7 IDa.O 120.0 26-112• (MAx) gas 91.9 1060 126° VALUtS FOR EXTERIOR LOADS(+)SHOWN ARF. - o R 32' 520' so' 818_ 83,6 l0p,a 120.0 19-1/6' 120- 1°°.0_ 120.0 Iaa.O 12MO FOR SILL WITH WATERBAR ADAPTER : o e 36' (MAX,) 75.9 mg 10o.0 120.0 26-1/2' (MAIL) 7e' 68.0 MIT 100.0 1200 FOR WINDOWS WITHOUT WATERSAR ADAPTER 4Y 66.4 66.4- 10tl.o 120.6i9-Ila lz0` 84. 1°0.0 120. t00A 12o.a LIMIT EXTERIOR(+)LOADS TO 80.0 PSF o 4+y 24' 1000 1 120.0 I00.0 125.0 26-I/2' (1LU(.) 79.8 79.8 100.0 1200 �� 30. 120' 66' e_L7 81,T t00A 120.0 .. 32' {MAX,) ]7.7 77.7 100.0 120.0 r o 16` - 24' 100.0 IIJ.6 700.0 120.0 NOTE u- 3o' T7.1 TT,i 100.0 120.0 CLASS CAPACITIES ON MIS SHEET ARE p. Top Vent !2' OX. ]2' ]0.1 ]0.1 10°.0 120.° BASED ON ASTU EIJCO-09(3 SEC.Costs) (NAIL) , ._ _ AND FLORIDA BIT LONG COMMISSION r Gqr.]avAQ Anlrao 1�1 !6' 6013 60.1 CZ t2-0 DECLARATORY STATEMENT OCA05-DEC-219 CNa 1 `g £1,011 pE 70592 24• �71.2 .2 100.0 120.° !D' (IM10.) ]8' 100.0 1x0-0 this ole mast be y^f I s a II 32' 100,° 120.0 rgaai to Or120' 6f- 100.0 120.0 Inanhe Tap Lila(MAX) IOOA 11Q0 1 UL 3 1015 Was_04 j All vNucs shown ora Ucsign PSF(Pounds per Square Foot) Unequal Lite Plindo',v sheet 4 61 10) .096 a9rlgerrn�I GbeHgs, 5tn1 fRy'Kuway Amcrica,Inc.' Ry'N"qA.srim.Inc' 075-i.ieriq<r -75•�nlsrlger �� o 3/16- HS SDlle.CP with PLI Cae 3/16" ANN, Sane.CP will,PEI Core s �`8y'tastman ChembW Co.' (k4 an chv kw Co' '� n'3 .i„0•ll l4rloYer rlayer V S Ile. IP Cleor or Color Glose ClCoGbsson3f 16" HS 3f)6"ANN IL�Silicone Slicnne GE-1200 GL-3200 V G GE-2000 GE-2000 NOTE: �.„� DOW-995 DOW-995 (X0.GL455 CMAGtRES iRl it45 SLOE(ARE 23 At i/4 Pou41s 4n Utes ('DintsOoON AST.01300-09(3 SEC.GUSTS) Glass Type 3" rider rl,an 36- Glass Type Aerman 36• 0 e�-a AND FLORIDA BUO.DWG COMMISSION __ - ar k DECLARATORY STATEMENT OCACS-DEC-219 1/$' HS (--5en�ryGlaar sr )f8"ANN -son�n'oiryrbs`Myer (L=N C ay'Nurarq America.Inc.' Oy'K-n.y America.ane.' :3 0 e,1 UNEQITAL LITF.S WINDOTTS (ORIEL) 3/8-Air Space ,075-inttngt, 0]5•Interlayer Q m.�� _ 3/$"Air Space I DESIGN IAA.CAPACRY-P9P --SaOm CP with PET Core Sanea Cp With PET Care I )/8-HS Ry'cotlman chemic..Co' 1/8" 1N By'EaoLn..ch-m.l Co.' } YINoaY mus' TOP MENI GLu9s trrE'a' uRs TYps'3A rlAss Tyre•+', ss Type VA' 100'lmenq.1 Ino•mleNger n 'MOAN Hf30Ht HE.GNT EXT.(+)INQ EXT.(+)INT.(-)EXT.(f)INT.(-)E%T.(4)INT.(-) �-511le.HP Clear cr Color Glace Sane.HP Cleo,or Cob"Gfoss 2a• tuna z1.o 116.1 z1`o 184.1 x11.1 111.6 IJz.o BY'Eoetawn Chemk.l Co.' , Dy'Emiman Chemitol Ca: I -- -- -O -- XL EDGE SPACER - %L EDGE SPACER Ij1 30• 100.0 LO-0181.6 120.0 111,0 110.1 Iao.o 170A ST.STEEL BY'CARoow 'x-1/8" )IS ST-STEEL ED E Sown' t 1/8"ANN 1. J2' -1600 120.6 100.0 12020-_0 !00.0 120.0 100.0 118.9 OR..�. Silicone OR �(".. Silicone I O u 96" ae• - DURASEAL RY'OUANEY # GE-1200 OURASEAL BY'O(IANE%` 36' 168.1 124.0 101.1 .20,00 Ige,o 120.0 100.0 1071 -GE-7000 w d j (MAXJ --_ -1, ___ OR GE-2a00 OR {(')) K 42• IOOA 120.0 1000 1209 100.0 120.0 90B 90.8 SUPER SPACER 6Y'GVANEIC UD'rY-995 SUPER SPACER tiY-OOMYE.-` U05'l-995 J ry1 'B' 100.0 120.0 1001 12x0 100.0 720.0 80.9 _80.9 23 At 1/4 Pante NI Sites 23 At 1/4 P.Ante AO Sites SN o 54- t4a.0 120.0 100.4 112.6 tDOO IzoA� 7J.2 73.2 Gloss Type ..4•• (iIOSs Cype "r+A" •= to v1^,°, v IGao h'a loop Iw.0 166.1 210.0 1060 sa- -a 726. 1000 nao 100.8 t2o. i66A faB.b UNEQUAL L1TF.S 112NDOWS (ORIEL) 1.Ri0 Rt;y75p� d 3 32' 100.0 120.0 1017.0 120.0 100.0 120.0 IOOA IOOA DESIGN LOAD CAPACITY-NSF 109" 54• Iluildmtl .Us 36" {MAX,} _500.0_ 120.0 140.0_ 120.0 t00A 120.0 41.2__ Yt.2 YiNDOY EWHI TCP "La" TYPE'0''LASS TYPE'0A GLASS TTPF.'a'.tA55 TYPE'1A' Attsgltl N�111111*102' 10620.0 100.0120.0 100BUD NO wtOTN HEIOH7 MDGM E%i.(f)IN7.(-)EXT.(+)INT.(-)E71T.( I 48' Ia0.0 .20.0 100.0 112.2 t"a.. "a 72.9 12.9 19-1f8' loon 240.0 1000 210.0 110.0 210.0 100.0 210.0 24• 100.0 72x0 100.0 120.0 100.0 IYGO 10.4 li,! 2637" ,A) 48' lama 210.0 100.0 21 a0 100.0_ 2100 IWO 147'T width i i 30' _100.0 1200_ 100.0 1260 100,0 128.1 96.1 96.4 3J' (NA%.) 100.0 120.0 100.0 .2 0.4 100.0 120.0 100.4 105.5 32' 120" 60' 100.0 120.0 100.0 120.0 100.0 120.0 B8.8 98.8 53-I/B' 100.0 1200. 100.0 114.4 100.0 120.0 )a.it 76.2 36- ( ) 1060 120.0 100.0_ 120.0 100.0 120.0 00.6 80.8 100.0 210.0 1000 2100 IDOA 210.0 100.0 210.4 42' 100.0 iZ0.0 160.0 Ili.. .04.0 120.8 ]0.6 70.6 28-1/2" ice• 54' 100.0 IZ0.0 t00v0 120.0 I00.0 (YO.tl 100.0 120.0 V, Top Venl In 24' 100.0 1]0.0 100,0 120.0 100.0 120.0 100.0 I20A J]' ( ) 1000 1200 100,0 120.0 100.0 120.0 BB.B 88.8 P. 30 120' 66' .00.0 iZOA 100 120.0 106.0 IMA 868 BBA t9-)/8' 100.0 21.0 _100. Io4,2 100.0 210.0 1001 210A y uA 39 32• (uAX,) 110.0 u0.o loop 1x1.1 ia1.b 120.0_ Bzs azB 26-1/2' 120' 64• 100.0 uo.o 100,0 120.0 100.1 no.0 181.4 1 51 -� 0 a g 36• 500.4 120.0 700.0 1260 101 1104 ]i.8 71.8 3J• {MAX•) 100.0 120.0 loop 1200 ICOO 126.0 78.3 78.3 24• 100.0 120.0 Ia010 Ili 0 100.0 120.0 100.0 1201 19-1/8' t00A 210.0 100.6 2100 100.0 210.0 .00.0 210.0 This Lite must be Q _ Equa.to ar smaf er,_ v g=:in 70• 1000 S20A iO4.O .20.0 100.0 120.4 81.4 81.4 26-if2" 120' Eb' 100.4 120.0 /W.0 120.0 IDOA 120.0 100.0 105.7 than the Top L9e u0• 7r - ---- -10- - --- - =a s q 32' DUAN,) 110.0 120.0 1oA uo.o 4.0 120.4 J4.s 716 n• (^' •) i06.o 1x0.1 tao.a 1x0.1 100.0 tzo.o 69.8 69.8 - a 9 N 36• INN 12OA 100.0 20.0 100.0 115.2 64.0 64.0 19-1/e' 120' 72. 106.0 2106 _500.0 216.0 tb0.0 2)60 '60.0 210.0 :c Ir Iaa1 120.0 106.0 120.0 160.0 726.1 I4b.o 120.0 26-1/z" (NAX.) 166.1 120.6 100:0 izo.b ioo.o 120.0 99.8 ss.a UnequalUte Window 30' 120" 78•f' 120.0 100.1 1200 16uA 120.0 75.6 7S.c t9-'/B' 120• 11000 210-2. [NO 21MO 100.0 2101 tGbo x03.3 � c�. W ]2" (.AX.j 120.0 10.0 120.0 ]00.0 120.0 67.8 67.8 26-1/2" (NA%.j 78• 100.0 120.0 IGO.O 12011 10.0 1200 9J.5 91.5 GWi 4vr1'w U�Rl 2a" 120' Ba. 1206 100.0 120.0 100.0 120.0 1000 120.0 19-118' 120• $4- 100.. 210.0 MAO 106.0 210.0 100.0 210.0 100.0 163.5 flA PE 3230• (NAX,) IND 466.0 120.0 ieao 12oA 70.7 7a7 26-1/2' (MAX,) 100.0 Izo.o mop i20.o- 1cb.a Izo.O e4.. All vaWee shown are Design PSF(Po4nds per Sq..-root) Lg,.!Y7t6 l�J VALUES FOR EXTERIOR LOADS(+)SHOWN ARE drawing o. FOR SILI.'WUH YlAiEHBAR ADAP)ER 101.5 Wd�W05-04AUL FOR WINDOWS WITHOUT%VATERBAR ADAPTER _ n J LIMIT EXTERIOR(+)LOADS TO 80,0 PSF LSkeet 4A oTIQ 0 l"� 0InstallOtion Typc "A"] IMPO tIANT NOTE: Fk ------- Wood Bucks roust suslo;n a 66 4 8eveled P.1.Wood Bvcw :pads imposed by glazing 9 system and transfer 0 Lv I I ` them to the bindingCL Duck bed in TYPICAL ANCHORS: SEE ELEV.FOR SPACwG C o ��: '• ;ealnnl(IyP)'",.- � � - � structure. 1/4"DU ULTRACON BY'FICO'(iu=A]KSI.Fy=ISS K51) V C ' __ n. 1!4"OTA. HILTI 1(YlIK-CON II(F-163 KSL ry.157 KV) C INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Flat Head 1-1/2•MIN.PENETRATION INTO WOOD lC mo: Seolant -- lltracon Or Oyp) E THRU 1BY BUCKS INTO CONC.OR MASONRY LL a a Kwik-'con con ---l % DIRECTLY MIN.EMBED CONNTOCRETE R C.FILLED OR BLOCKS j 301 L (or equal) \ � ! = DIRECTLY INTO CONCRETE OR FILLED BLOCKS C��f 1-3/4'AIN. EMBED INTO CONCRETE OR FILLED BLOCK DIA- TEKe OR SELF DRILLING SCREWS(CRAZE 5 CRS) ,l '- INTO)AIAMI-DAZE COUNTY APPROVED MULLIONS(MIN.THK.= 1/8') �•� ,1r INTO METAL STRUCTURES s N o STEEL: 12 GA.MIN. (Fy=36 KSI MIN.) 10la ALUMINUM : 1/8•THK.MIN.(6063-TS MIN,) s O w (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w O ' V1 I-_l Afin' 1 TYPICAL EDGE DISTANCE =N o INTO CONCRETE AND MASONRY= 2-1/2•MIN. NNS _ INTO WOOD STRUCTURE m 1'MIN. I O M A '^ NTO METAL STRUCTURE=3/4"MIN. I Z z ri 7. 3/4` WOOD AT HEAD,S0.L OR JAMBS SG-0.55 WN. v� 3 CONCRETE AT HEAD,SILL OR JAMBS Cc-3000 PSI MIN. C0 0 5 C-90 FILLED BLOCK AT JAMBS I'm=2060 PSI MM. U 1 x 4 Beveled P.I. , Wood Huck (typ.) JB u JT Gla�� !Ain, Values for Installation Type "A" apply to the following installation types, with o€%^f maximum shirn space 1/4": Y j � 1- Using lby P.T. wood bucks, min. 3/•1" thick, A° " e39� Optional 2- Directly into masonry, without the use of wood bucks. f, �l� '-- Sealant Non-beveled N -e Wood Ruck `o v""'° (Jolted) 3- Directly into a steel or aluminum structure 8 g, O _ Min. 1/8" thick and using j�14 Tcks or Sell drilling screws. IE! Structure must be designed by others to sustain the loads imposed L. olo-u by the window. I Engr:iAVA°ANWD o 1'"000LT C'1y ylyrne xrth NeFlmldA nA P[�]059] [W05-04j Optional Pre-Cast Sillnh•.�D.a.P.ow,dwnwE (sheat 5 of 10� Z Insl(dlotion Type "B" Instollolion Type 2- L,2.A Broeled P.T.Wood Buck bed a wood peuelralion ly 4 M IV a5if19 I x A Of 2 x 4 wood OUOk9 Q g a 0 Buck bed in re'. _ Bock bed i 1'm _e-ant (typ) seolonl(typ) a s,.u r,u.f 0 h n - — y c.m=3 1/4" Oia. Flat Head _ Scala-= Q 3 LL tlllracon/Kwik-Con 1/4" Dio. flat Head (typ) 1' E LL d=�. (or Equul) saalanl� -: -- Talks Or I 1-1/2" !Ain. Wood Embed (lyp) u1A�-i' E 1/4" Dia. Ullracon/Kwik-Con III��L)� fl -"� - Fasteners ! ,,1�� O F OH��{' yG1t� \ I r, E � 3 1 x 4 k 2 x 4 11.1. Wood Buck(lyp) of -, Sec Instollotion O Win. -___ Types "A" & for I x 4 k 2 x 4 P.T. Wood Buck Styles 3 n n IMPORTANT NOTE: e _Z z • Wood Bucks must sustain loods imposed by glazing 2 3/4' , system and transfer l U them to the building 2 x 4 Beveled 11.1_ structure. CJL)3 k 0Wood Buck (typ.) J© 8r �+w lying nL JT c I m4,ue Flaly N I<icWio4cNa 15.0512.O _ j cpaxe o o. s.R F �( � �1 1 I/2" Alin. p.ifean anx .B B l On ional Total Wood ni 3 Non-beveled penetration �IIU g Q g g seolonl Wood Buck N optional -� @ (dolled) Non-beveled -- fill /� / Sealant 'Wood Buck p� lSO 1 ldattcd) L IF —r rev.::AvMAralua a er 0]0591 V p15 a-- v d 9 optiawl'nPre-cast Ul (W05-04 .— wh_etS oflo ANCHORS ANCHORS DP_YIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP i 51.0.HOIE PATTERN SID.ROLE fA1TERN 57'0.NOTE PAI7ERN M. HOIk PATTERN N1:xD09 DIMS. hyo,DpS WIG ADOL ANCHOR 11711 ADOL AMC110R WINDOW DIMS. AVOCNORS 1/0 ADDL ANCHOR TIM A08L MCI= WIDTH PGGHT AT JAMB M.(.)AIM.(-)Ur.(F)&INT.(-) W:O,H HFiCM AT 3AMa EYT.(F)&R9.(-)M.(1)&IM.(-) O F 21• 210.0 290.0 19-1/8• 210.0 2W.0 Q W 30• 210.0 210.0 26-1/Y Ys" a ---210.0 2,0.0 S a pl Jz' 1 710.0 _ 210.0 _ 37" x10.-0 _. 210.0 a 8 j 36• 46• 2100 2%0.0 53-1/0" 210.0 210.0 �',O < 12• :01.9 _ 210.0 19-V6- x10.0_ 210.0 O G n I a8" -175.7 21.0.0 26-1/2•JB-1/e" { 210.0 5a' 147.2 ---206.4 37• 210.0 _210.0 O 6 Q Q g 2� 210.o 210.0 53-1/8 176.9 210.0 Q d 0 OQ JO" _ 193.]_ 210.0 19-1/6• 210.0_ 210.0 (Y C O lN� 185.5 210.0 26-1/Y 21D.o 210.0 Q 3 r` 32" 60" 50-5/9• . --- d_�I 36" 4 170.9 ---210.0 _ 37• 200.1 210._0 42• - 152.9__ 191.2 53-1/e" 145.6 t96.3 ab• --1J9.4 173.0 t9-1/6" 210.0 210.0 54• 126.3 157.9 26-1/2• 6S, 4 199.1 210.0 24• 210.0 210.0 _ 37" 157.1 - - 196.7 1. 210.0 210.0 53-1/0" 120.5 150.7 V 32" 210.0 210.0 19-1/6" 210.0 210.0 n 35" 72• 6 201.9 210.0 2e-1/2" 72, 6 210.0 3 32• 161.6 ----210.0 37• 196.1 210.0 a6" _ 145.3 1924 53-1/8• 120.8 t]8J = O I 54" 117.2 175.7 19-1/9• __210.0 210.0 W 24• 210.0 _210.0 28-1/2• 76" 6 210.0 _210.0 30' :69.5 210.0 37" 191.4 _ 216.0 LOADS APPLY TO INSTALLATION TYPES 32• 1903 210.0 53-1/e" na.z 1664 A. B & C AND INTO ALUMINUM BUCKS l n a 36• 6P 6 165.1 192.8 FOR ALUMINUM BUCK INSTALLATION SEE I. z z� a2• 146.2 _ _1730 n 3 0 46" 135.4_ 15x9 SHEETS 9 AND 10. Sa- 111.2 113.3 24• 194.6 210.0 Width 30' _161.4 IBBJ 32" _153.2 1)9.8 G;I--m�0 36• 96" 8 139.7- - -163.0 42• 12.5 145.3 Screws a8• 113.5 132.4 .'. 54' 111.9 122.2 If AM-Anchor a 24' 210.0 210.0 e� ❑ ///'''Al MCh Stile En Os .30 167.5 210.0 _ Scc Chart For Capacity 32" 100• 6 1)).7 _ 199.9 !6• 161.1 161.6 .. +2• fa3.l 191.0__ E a6• 129.) zr zo,.e z,D.o zi`11� J!0• 2• 120• is" 1313 Iso.z `6091-ADAlmon r9a3u"i., 6tn y COI Slandmd Hole Pnitcrn uyA =.v.,nlpyl�6..nn 9.e Flarldt v cwra 3536 nw13w1 Awe 4 2" 1258 141.5 --. u IE 17a39x Yrrryun;�15-D514•tl'(� I �, k �aJ 5 e-win S�1p�5 Af;m ermrn (- ra 9 I W05-04 Refer to sheets 5 At 6 OI 10 for description of inslollolion types A - 9 - C (sheet 7 of 10 Vertical Mullion Perfo_rmnnce Horizontal Mullion Perforrnonce W1 r W2 For Window Performance, refer to cheats 3 or 4 SII _--5a' --yll f ry J.i [ibutory Width I Z ^I$I For Window Performance, refer to sheets .5 or 4 _I _-" I Q_t! O w2Wt `.V2 -------- h"max InsIDlbOon Screws 3^ - R14 x I FH p'g - - lTY-P -3' It (lrD) Senlo= 10S Or Self Drilling Screw.,j-------------- ------•s--- is c ji AV My =- �l r E Cr c°r 0 -------.. Wx In yp) Sealant )-/ L„ Q� ¢3f� Multiple Opening ).lultiple Opening I"x 4" i 1/. lipped Aluminum �I ^1 -(2 or n a windows) (2 o more winnows) Tuhe Mullion (unclipped al ends` w/ I s,,,on each side or mullion x/ 2 or J:crews st each side of mullion ; P Standard Inslallalinn High Load In^,lal101i.n ().lull length -^ Wdw Width - 1^ I (• - uddibnnal hales to be drilled by installer) N �I 1 x 4 R 1/8" thk.Aluminum u G C'.SPAC i -PNp n ."WN -ubC NUIIiOn (unclipped 01 ends) 0 ANc a r22'l.. 094 TIN)3:ANCHO9S ONE ANl'lIOR T A 099 TIINEE A I ORS UNE p9C110R TCO AxC110N4 THREE ANCHD -r �j (Stull length = Wdw Haight - 1•)� WIND IF DINS. DCII 91➢EID[ HACII SLOE CINOOC GINS. EACH SIDE CACTI SLOE eACll 510E C12100C DIMS. GCH SIDE F.ACII SIDE PJ[II SI➢E CiOM NCLHf FJO.(.)d OO.(-) TIO.(-)E..(-)w wl.(-) W01H RDOHI FET.(.)D N't-)CYT.(.)6 VII.(-)FYI{1)h iNl.(-) .1h. R . m.(.)A IM.(-)Ext.t1)h allo(-)OR.(.)h OR{-) Nn 2eI50A _ 110.0 2a• 84. 1268 "a 3J-1/D' ]e' 210.0 210. 21eO. 210.0 JO' 503 Ipe.7 114.1 19-1/D' 2104 2100 2100a14 x 3/4"FH -. 0 210.0 J2' 50.6 101.2 10).6 26-I/2-]B)/B' 1946 3100 -__ 210.0 u Z Zleks Or Self Drilling Screws 4D• ----- 9s' --- - 120.00 210.0 ]6' 48.2 9L3969 ]1' 1)6.1 210A x10.0114.0 0 210.0 Ix' 41.1 92. 849 33-1/B' 17SA 210.0 210.049• 112.50 2100 4W l).5 15.0 76.1 19-1/e' Its.0 x10.0 2100II]J' 0 2100 Se ]l9 496 699 20-1/2' 130.9-- --_2100 - ----a 21' 111.5 210.0 210.0 11 11] 9e3 98J ])' 1pJA 210.0 310.0 ]D' 980 191.0 -210.0 JO' 469 79.3 19.3 _ S]-I/6' 101.1 2D1.3 x10.0 32' 92.0 164.1 210A 31' 11.0 74.9 11.9 19-1/B- 1- 210A 210.0 30' SS7 171.4 x10.0 36' 106 lee 6).2_ 6).2 26-1/1' 9e] 199.8 x10.0 Id R• )B.1 1552_-- 210. 42' ]SA Se .e 599 37' Te.7- 157.. 210.0 ~ - 4e' 75.0 150.0 2100 1e' J2.1 52.2 SL2 3]-I/8' 6).0 1]3.9 2M9 r GI 5e 22.7 145.5 210.0 2.' 50.0 71.1 71.1 19-1/6• 1-5 2111.0 VDD 14• See Ieeo 21..0 ]D• .1.1 57.6 57.6 26-1/2' 72' 802 166.5 x10.0 ,6 a ].' 13.6 1519 -_210.0 32' 10 31.9 _ 54.2 543 ]1' 559 - -- 1]0.9 196.4 ~ L32' _ 72J _ _ !4- llo.o ]6' J5.3 a 4.5 33-1/9' 53.7__- _1 4 ,.culDDl -- 36' II' 66d 1lJd 200.0 tl' 31.2 12.2 - -".z2 19-1/D' 102.0 204.0 x10.0 t MV 4Y boa12'.. IDIS- 2e-I/P 76- n.9 _ 1s5.9 :loop 103_ (yp) 4e. ..3--_ nzs_ 161.1 m• SOD I21.5 112.1 51• SA] 106.7 160.0 5J-I/1' 49A 1.3 Ia10 uta- - ta• 7s.o_ Iso.o 21- -c 30' 6x6 Inx 17xA ]2' 39.1 119.1 162.9 ]6' Ba• _.4.5 _ 109.1 117.1- En4r.JAwD IMIYO 1'R(➢)UCTRRV19r:D s�(� 12' _ 49.0 9D.0 IM.) rU atnnlplyirlg nidlVm Florida .D• •Soo 6o.D_- _-nL4-- _ c 41sie 92 nnllma6Cour 15.0312.0q o) II 1 k .z.1 e..2 -iaew c:oimlll�iin g g a k - �� dyxn ala YrOdud l'an rdr9wing quo20151 was-o4 (sheet 8 of 1 o' N 15-. N k-8 i N 15 .N E: o i m , i b N b b m ~m L alm to Imo'~Im Nlo a:I b c b b c.'; b e b�b I•.o ml'mTim e 0 eic 0 0 c 0 oto to�'ol tit Ibb lb o bo u m o bl-o C m o mIJ b olb - it ce o o o Ti! . -=-.�a�o- .v_ o mob iIL m mlb L o wo o'i m m b'.mi�m o'r�i' Z.:o o P P P b b b N P?A.b bib b N c'PIPIo c b N o u b b mb b 4 b u b biblb ''-.0.b�bi b ok,p 4 tIt!Njw�o w m.. u NiN m'g? b�b b P b P b p P b o'o_ mb o p O b__ _____ _ -o�oP'p o 0 c OIo' - i b —r—T v w bib f.m'.�.�o rPi l'vi b o m 1�•a o o m o b P .bolo boil / ovlw+u' vlv vlu_iu_i,v m a� �EC�+, A P P P�P�o m "'moi _o o __o!� olo'm m k zr. i:z \ s� 1 g blm �m i b m e P m V mjb a,n b o lo c inlblb f�i�U b�V b b P Jlb lb,m bib b �,N m s It No ljb ie m_ _ w b b Iu lo; o r oms elc o _N=' o on bb b�b o1' w u I • 1/411A1l. all III tlo '''���---'''Ijjjl � n f SHIMS o 'I � II � v � �� L ccc---7-�--III �( � i jl ti ,, I � I•• G LH i Fmn cr a I �I o P��J II — - :tea Z;o SHwS c£ ••g SH u5 lggE K I O N-1 OtZ3y N Ygii a0 t3 "m I slues of-}s-w -.-- SERIES 360'ALUM SINGLE HUNG WDW.(LM.L) AL-FAROOQ CORPORATION m 0= acvk _ C tt.120! nC OwIG;)Ic551£ j - ;I JNGINEERS&PRO=DEVELOPMENT n'.Ln' �� c.wr Fr. CGI WINDOWS & DOORS 11235 S.W.87 AVE f 1 I m.IY: I [:d01.t1� UiG'I]'e}Ot♦I9C 10100 N.W. 25TH STREET I!MIAMI.FLORIDA 3317 Opo MIAMI, FL. 33172 I!TD_host sw.naoo FAtL 19osI auzcwe C' L.JL' . : \ O TEI,(305)593-6590 TAX.(]OS)593-6592 �— COMP-ML WO05-0401'1 PERFORMANCE VALUES PER NUANCE VALUES OF ALATI N BUCK BUCK OF ALUMINUM INStALIA710ANCHORS 1NS1'A UMI N ANCHORS , W.(1)&M.(-) En..(,)4 IM.(-) NIND06 DIMS. "Colo.mto 110m.OI.Lt ..On INTO CONC. ANCHORS;YTD 500D 61NW9 GIDS .,.o S INTO NOVO.BIM. ANCHORS Ill.1C.I. 1NCBORS INTO"BOD F1 ,91-1-1 CLN9TEq CLUSTER CLUSTERCLUSTER CLUSTER CLLSTRR.CI.DNT:R CLUSIFA MUSTER CLUSTER CLUSTER MUSTER ttUSTfHICWSTCp CWSIEq'ttUSTfR CLU9ii.R CLU5IER[LV.REp CLUST9R'lUSTF91ClUSTER CLUS R CLUSTE 'MOM HEIGHT OP 2 OF 4 OF B OFA OF 2 OF a OF 6 OF R OP 2 OF 4 OF 6 OF R WIOM 1 OS", OF 2 , OF 4 OP B OP B OF 2 OF 4 O 8 OFBOP2OF 4 OP 0 OF B2C 89.3 17&7 210A 210.0 [AGO 210.0 210.0_ 210.0 120.0 210_0 210.0 _210.0 19-I/8' 210-0 210.0_ 210.0 210.0 210.0 2100 2;61.0 2100 2100 210.0 2140 210-0 7&0 1559 _210.0 210.0 122.2 210A 210.0 210.0 104.7 209_521MO 210.0 ZB-I/2• 210-0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 21X0 3Y 75.4 +508 210.0 21X0 118.1 ZI00 210.0 210.0 IO1J 2025 2IMa 210.0 J7• fi• 2100 210.0 210.0 210.0 210.0 1210.0 2;0.0 210.0 2140 1210.0 210.0 210.0 JC 48• 1I.S 1142.9 210.0 210.0 _1124 _210.0 _210.0_ _210.0_ 96.0_ 1920 2100 210.0 53-1/8' 210.0 21MO 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 2100 �.0 42• BB.1 I3g.1 204.2 210.0_ 108.] 310.0 210.0 210.0 91.4 IB2.9 210.0 210.0 +9-1/6' It0.1 210.0:210.0 210.0 2100 210.0 21MO 210.0 1812 210.0 210.0 210-0 O 4B" 6).0 134.0 201.0 210-0 10. 2100 210.0 210.0 904 160.0 _210_0_ 210.0 28-1/2• 1159_ 21MO 1 210.0 210-0 181.) 210.0 II0.0 _210.0 1317 210.0 210.0 210.0 1 'qqf 5CY C s).0 IA.O 201.0 210.0 103.0 210.0 210.0 210.v 90. 160.0 210.0 210.0 31• 105.0.2CD9 210.0 2104 1643 2HLO 110.0 210.0 141.0 _210.0 _210.0 2140 Q' d 21" 5).0 134.0 201.0 1 210.0_ 105.0.210-0 2104 210.0 90.0 180. 2,10 210.0 53-1/8• :04.8 209.6 210.0 210.0 166.3 210.0 210.0 210.0 1148 210.0 210.0 210.0 0 d m a 30• S)2 114.3 171.5 210.0 89.8 , 1]8.2 210.0 210.0 76.5 153.6 _210.0 21_a 19-+/8• 9&3 19&6 2100 210.0 _154.0 _210.0 210.0 _210.0 +32.0 _210.0 210.0 210-0 19 32" --540 109.8 164.5 210.0 &5.9 171.8 210.0 210+ 718 141.3 2140 210.0 26-1/2• )T,9 153.9 210.0 210.0 122.1 210.0 21MO 210.0 1 4.] 20 A 210.0 2100 - LL x N LL G 1 ]6" 60• 51.0 102.1 151; 204.2 Sao IWO 210.0 210.0 68.6 _I]].1__201]_ _210.0 ]Y _61.9 _t29.9_ 194-0_ 210. _101.8 2035 1 210.0 2tao 872_-174.5 210.0 210.0 1 0.2" 11.1 912 1 141_4 INT, 738_ 14).T 210.0 210.0 633 128.8 1B9.9 210.0 53-1/5• 6X2 1205 100.7 210.0 94.4 1BBA 210.0 It40 80.9 161. 210.0 2104 Q i t• ' b' 44) 893 13t.0� 11&) 70-0 110.0 210.0 210.0 60-0 1 120.0 180.0 210.0 19-1/6' 71.5 151.0 2140 210.0 $13 .0 210.0 210.0 101.4 201.9 2100 2100 W 34• X33 EO.8 129.9 1733 67.9 135.8 203.5 1210.0 362 116.4 17CS 210.0 26-1/2• 6J• 5&S 11).1 1175.6 210.0 1 210.0 210-0 7046 15).] 21M 210.0 ---, 24" 53.6 10].2 160.8 210.0 81.0 165-0 210.0 210.0 12-0 1140 210.0 210.0 ,7• 4&9 93.8 110.6 18759 210.0 210.0 _ 123.9 156.9 210.045.1 9613 135-0 1803 7.7 IItS 210.0 210.0 1615 IIlJ __1519_._210.0 53-1/B" JA9 )9.) 119.6 1595 N 167.5 210.0 ILS 10).1 18X] 210.0J2• 4341 86.1 129.2 I]2J 6).S 135.0 2025 210.0 5).9 115.7 1716 2160 19-1/8• 64.6 1293 193.9 2100 .6 210.0 210.0 885 ITL] 210.0 210.06" ]2" 38.1 79.1 119.1 1585 622 121-0 IBfi.) 21vD SJJ 1 IOfi.] 160.0 210.0 26-I/2• 19.6 99.2 116.] 198.3 .4!210.0 1 210.0 66.6 1-242' ,6.0 ]2.1 105.1P127.1 565 112.9 169.4 210.0 18.4 1_985 143._2 193.6 ]T ]Z J9.0 _7_&0__117.0 156.0 .2 IBJ.3 210.0 SL4 101.8 157.1 1095 1.2 NM: 35810100.5 525 IDSA 15].5 210.0 410 90.0 1310 180.0 >3-1/8' 32.0 610 95.9 1279 . 2 ISOJ 200.4 1J+ 85.9 12fl9 11]1.6 -O 7148 flls 913 4D5 99.6 149.3 199.1 42.7 81] 128.0 170.7 19-1/6' 00] 1215 1522 210.0 912 190.4100 _210.0 e+_e _1112__210.0 1 2140 31" 44] 893- 134.0 T0.0 140.0 210.0 2140 60.0 120.0 187.0- 210.0 26-i/2• 464 92.8 1]9.2 . 10.7 TL] 1455 210.0 210.0 623 124210.0.23 TA.6 It1.9 5&4 116.9 175.3 210.0 50.1 100.2 ISOJ 200.3 37• JO.J )2.8 _1018 145.1 S&S 1123.) IT0._6 210.0 417 97.5 1162 19X.8 N 32' 355 )0.9 1.06._ 141.9 5&11 I II_2_ 1_68.8 _Z140 _I).6_ 93.3 142.9 190.8 53-1/8• 29.4 5&8 883 117.6 46.1 pZ.I IJa.z IB4.2 39.5 ]9.0 ]B" Be _]LS 65.0 97.5 IN.9 50.9 1 IO15 151.7 2015 418 573 1 13MO 114.5 I o 30 n o 4Z' 29.2 5&] 81.5 116.7 AS] 91.4 131.1 161.9 393 )B.4 117.6 13&7 � ,m AB' 218 5346_' 80.4 101.2 420_ 81.0 128.0 16&0 38.0 ]20 10&0 114.0 54" 25.1 50.2 75.2 100.3 393 7&6 117.9 157.2 33.7 67.1 101.1 134.) 12 PRE PUNCHED ANCHOR HOLES n +�O_ 24• ]&] _]6.6 114.9 ISJ.I 60.0 120-0 IB0.0 210.0 51.4 102.9 154] 205.7 ]"TYP. / ALL OTHER HOlE3 (� O R SPACING Y DRILLED IN FIELD ..-_ 12 l0' 319 fl1.5 i 95.3 127.1 19.0 984 1493 I 199.1 0.2,7 BS] 128.0 1)61.7 _----l._/ ]2" 1041 fiO.J _90.4_Fa2 41.2 943 1413 169.0 105 BI+ 121.5 162.0 - JB" 96• 21.5 55.0 BLS 111 BB2 120.2 1)2.3 J&B 7348 110.6 11).) I2• 21.3 X90 7345 238.! TB.B115.2 153.8 32.9 655 96.] 1714) I223 44.] B).0 JS.O )0.0 103.0 i10.0 30.0 600 90.0 1120.0 G7 11.1 62.1 523 61.9 91.4 1299 Z).0 55.7 8].5 11137L IN2C 33.3 6].0 100.3 _525 103.0 1375 210.0 45.0 961.0 135.0 IBO.O0" 27.7 553 83.0 11.4 BB.] 1]0.1 I]3A ]7.2 74.] 1115 t4&fitOB" 6 _ _52__ 7&7 _41.1 02.2 1213 I64_J 35.2 70.4 ICS.) 1409g - 41.6 1NJ )4.) 112.0 1193 ]2.0 84.0 98.0 1 128.0 I Ll 4Y 21.1 12.2 6S.A 845 ]LI E62 99.3 132_1 284 56.] -1 11JSUUS 48• 19.1 1 ]8J 1 11.4 7&5 30.0 1 80.0 goo 110.0 217 51.4 7).1 102.9 N• 29.8 1 39.8 B1, 118.1 4&] 913 110.6 IB&] 40.0 80.0 120.0 Ino 41 12.9 BIB ]6120• 21.0 42.0 ' 63.1 81. D 619 8&B 19 28.3 31.2 6l 81.) 1129 �-12• 18.6 ST.1 55.] ]4.] 29.1 Sfl1 87.3 118-0 249 19.9 74.8 99.7 - ANCHORS MIN. EDGE DIST. = 2-1/2 IN. 'r 1 i ANCHORS AT I Engr.-ANMAD m cODIIET NEVISED a1.UMiNIJM_HUCK F'RAMINI: I W-� W� fU FEI�)0592 7dr11'9>'iro Gro PlmFy , cwe B.��ui�9 cFH6 - �;a (AT h1UI.LION FNDS) CLUSTER OF 2,4,fi OR B ANCHORS ,\caplRnc6N9IS•0512. f(SEE CHANTS ABOVE).ALL OTHER BUCK C ian C_ ANCHORS AS PER SHEET 9. J FOR WINDOW ANCHORING TO (CLUSTER OF 8 BEING SHOWN) M! DAF drawing nD.l ALUMINUM BUCKS USE #14 SCREWS NOTE:ALUMINUM BUCKS ARE SUPPLIED WITH L '11115 �WO$-041 SPACED AS PER SHEETS 7 & B. CLUSTER OF 2(1 SCREW HOLE PER SIDE)STANDARD. _ EXTRA HOLES MUST BE FIELD DRILLED IF REWIRED. �sh6e170-of 70]