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HomeMy WebLinkAboutNOA; Series 375 Aluminium Horizontal Rolling Windowmt M IAM I -DARE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy WinDoor, Inc. 7500 Amsterdam Drive Orlando, FL 32832 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: Series 11375" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 18-96D, titled "Series-375 Alum. Horiz. Rolling Wdw. (L.M.I./S.M.I.)", sheets 1 through 6, 6.1, 7, 8, 8.1, 9 and 10 through 16 of 16, dated 02/27/09, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. 1 Zf 13�1� 7 30 0 8-1001.11 Date: Expiration 1 024 Approval Date: December 1 TE IKIT ARCH Pa e AR 0016279 2828 N 38 TH AVE HOLLYWOOD .FL 33021 Wi nDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (See NOA #18-1001.07) 2. Drawing No 18-96D, titled "Series-375 Alum. Horiz. Rolling Wdw. (L.M.I./S.M.I.)", sheets 1 through 6, 6.1, 7, 8, 8.1, 9 and 10 through 16 of 16, dated 02/27/09, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (See NOA #18-1001.07) C. CALCULATIONS (See NOA #18-1001.07) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (See NOA #18-1001.07) F. STATEMENTS (See NOA #18-1001.07) G. OTHERS 1. Private labeling agreement between WinDoor, Inc. and CGI Windows and Doors, Inc. document in conformance of RER guideline dated 09/12/2018. Sifang Zhao, P.E. Product Control Examiner NOA No. 18-1001.11 Expiration Date: June 10, 2024 Approval Date: December 13, 2018 E-1 ANN. GLASS 075' interloyar Saflex CP With PEr Core INTERLAYERS By'Eastman Chemical Co. 090' Interlayer tryGlas BY Kuroray America, Inc.' r-1/8' ANN. GLASS 995 899 5/16" NOMINAL GLASS TYPE '1' 3/16' ANN. GLASS 075' Interlayer Saflex CP With PEr Core INTERUAYERS By 'Eastman Chemical Go. 090' Interlayer SentryGias By 'Kuraray America, Inc.' ,3/16' ANN. GLASS 995 899 7/16" NOMINAL GLASS TYPE '3' 3/16' ANN. GLASS 7OR 3/18' TEMP. GLASS Al. SPACE (SEE NOTE BELOW) 1/8' HEAT STREW'D GLASS .075' Interlayer SaOex CP With PET Core INTERLAYERS By Eastman Chemical Co.' 090' Interloyer SentryGlas By 'Kuraray America, Inc.' z 1/8' HEAT STRENT GLASS s SILICONE GE-1200 DOWSIL 995 DOWSD_ 899 I XL EDGE SPACER Sr. STEEL BY 'CARDINAL' OR 18 DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 13/16" INSULATED GLASS TYPE '5' HEAT STREN'D GLASS .075' Interloyer Saflex CP With PL7 Core iNTERLAYERS By 'Eastman Chemical Co.' 090' Interlayer SentryGlas By 'Kuraray America, Inc.' r1/8' HEAT STREMD GLASS SILICONE GE-1200 DOWSIL 995 DOWSIL 899 5/16" NOMINAL GLASS TYPE '2' '16' ANN. GLASS '16' TEMP. GLASS AIR SPACE (SEE NOTE BELOW) 1/8' ANN. GLASS 075' Interloyer Saflex CP With PET Core INTERLAYERS By 'Eastman Chemical Co., 090' Inte:a: (1) A SentryGlas OI By 'Kurcroy America, Inc.' —1/8' ANN. GLASS SILICONE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. GE-1200 SHUTTERS ARE NOT REQUIRED. DOWSIL 995 II ➢OWSIL 899 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR 18 DU RASFAL BY 'QLUWIX' OR 13/16" INSULATED SUPER SPACER BY 'OUANEX' GLASS TYPE W NOTE TO QUALIFY FOR SMALL MISSILE IMPACT RATING THE EXTERIOR PANE FOR GLASS TYPES '4' AND 'S' MUST BE TEMPERED GLASS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDMON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND_INSTALLED PER MANLF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL t q� a S 0 IL1. O 0 IRO M � r CY a C) 0 4�o s c 132 I Q 611 TYPICAL TEST ELEVATION JAMB ANCHOR SPACING 20' MAX. FOR SHIMS UPTO 1/4'. 10" MAX. FOR SHIMS GREATER THAN 1/4' TO 1/2' INSTRUCTIONS FOR USING CAPACITY CHARTS: STEP 1 DETERMINE THE REQUIRED DESIGN PRESSURES FOR A GIVEN WINDOW OPENING. SIEP DETERMINE THE CAPACITY OF THE WINDOW SIZE/CONFIGURATION/GLASS TYPE FROM CHARTS ON SHEETS 5 AND 7. FOR INSTALLATION ANCHOR TYPES SEE SHEETS 6 & B. EXTRA ANCHORS AT HEAD & SILL ARE SHOWN ON SHEETS 6, 6.1 & B. 8.1. STEP 3 IF ALUMINUM BUCKS ARE USED, VERIFY THE BUCK INSTALLATION CAPACITY FROM SHEETS 14 & 15. SMP 4 FOR UNCUPPED MULLED WINDOWS DETERMINE MULLION CAPACITY FOR 1X4 TUBE FROM CHARTS ON SHEET 12. STEP 5 FOR MULLION ANCHOR CAPACITY SEE CHART ON SHEET 13. THE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION AND MUST EQUAL OR EXCEED THE REQUIRED DESIGN PRESSURES OBTAINED FROM STEP 1. APPmveQ-wlththe FiorEda d DAIo 0.70592 , �- • l7 •� ep 24,2018° Miami Dade Product Ccolhrd ATEOF � t(/• %0BY ,i�''., arawmg no. 18-96D 0 VENT WIDTH GENERAL WINDOWSECTIONS VENT VIDTH GLAZING AT 2 v+• DLn 2 v+• FLANGE FRAME 2 1/2• 1 L.O. 2 v2• GLASS TYPES a 4 & 5 —_-- Z n�m Optional Aluminum Optional Aluminum Reinforcing Reinforcing a Z 6 a See Sheets 5& 7 See Sheets 5& 7 For Capacity For Capacity L' y it 6 J1 O;yA Fri r Z V C yj 1e�i1 6 5 5 o'&KQ o pao 1� U. Zmf OEXTERIOR -_JL- 6 O EXTERIOR J J m8g O O aWm�� WINDOW VIDTH WMMV WIDTH � h m I 5 g U 6 6 0 n Q ON ` PO n F s F s O�Mm O II C I I O I W O 0 J W LEI :::: E� ! ! °o a �° I]Ocg = o s m c 6 s coo 6 1 3 O` a ca I W 1j j W z ' z II �I ' II � ! I II II II Optional B li 18 PSF I s s li - 7 ° 6 �� Waterbar � 7 ° 6 I m977 1 m 3 ii o 3 f' II II I I 2 i 2 i c m 1 I '2 u ou do + Ah ```tttt1I I11I ''' 0 Standard .{P�®....... . S 12 PSF Sill ` V ''• No. 705M Apprcved es wmplyTcodeFUtly� _ yr ' „�• GLASS TYPES GLASS TYPES FloridaB di _ , 1 & 2 3, 4, & 5 t I 2or - p242018' o NOAp�-� lQVC Miaad llsdo OCo� ��'•, SATE OF �� drawing no. VENT WIDTH GENERAL• WINDOW SECTIONS VENT WIDTH GLAZING AT �� 3 2 1/4' D&D. 2 1/4' EQUAL LEG FRAME 2 1/2' D.LA. 2 1/2. GLASS TYPES O1 4 & 6 ---- Z m m q J Optional Aluminum Reinforcing Optional Aluminum Reinforcing a See Sheets 5& 7 See Sheets 5& 7 IL o O J O ... U For Capacity .. For Capacity - - - 6 -.rL s �JL1 C1 jiL_ II a 0 at C4 OEXTERIOR ll�� J OmQV O O O O Qm11 C s J m mjl Y WWMW WIDTH WINDOV WIDTH 3 G a 5 0 8 6 c> > 4 . 0 6 0 ON W g M Q W 9 NN O M7 ON o N F x O : •::. O :::•. F 11 x W z U .p M Y� W I O Q p n c1 = c 3P0 G > O 11 W > II i Ii i 7 II I I II I :I 1 1 I� 11� li� Optional 9 jl 18 PSF m 9 9 �I 7 O WaterbOr 7 a 6 11 I II MITO y 1 I 2 1 II o c U '> u o � c Standard 12 PSF Sill 4 ��tt111111I / .AN, VCENS�c •. o , I0592 sI a GLASS TYPES I & 2 GLASS TYPES 3, 4, & 5 Approved Mwm P1Y IDgw1lLdla — �011doD0 dia cone 0 ; e 24,2016 .MAW �,1,,� o o STATE OF Ivliemi ProdaciCo�py �ii� • FtomD?•'c9\`�� /� nS�'' • ... �� 18-96D Ey�ofj i l l" �` sheet 3 of 16 (-3.684-I L n F--_ll CGI-650 FLANGE FRAME HEAD 6063-T6 CGI-651 FLANGE FRAME SILL 6063-T6 r-3.684� .080 CGI-656 EQUAL LEG FRAME HEAD 6063-T6 COI-657 EQUAL LEG FRAME SILL 6063-T6 ITEM PART B QUANTITY DESCRIPTION MATERIAL MANF./SUPPLlKR REMARKS 1 CGI-614C 2 TIE DOWN BLOCK ZINC CUSTOM CASRNG • 6 x t 6M5 iota fra ven 2 CGI-684 2 ROLER TRACK INSERT PVC - C"unoae at frame e111 3 CGI-680 AS REOD. QUAD ROLLER NYLON CUSTOM CASING w 1m om'lip) 4 CGI-6B3 3 WATERBAR CUP NYLON CUSTOM CASING w/ (1) 010 x 3/4" FH SMS 5 CGI-612P 1/ INTRLK INTERLOCK SNUBBER PVC - C-thane at Mterfaek 6 CGI-681 VENT END CUP NYLON CUSTOM CASTING Attached w/ vent assembly sarows 7 OGI-685 2 OPERABLE VENT BOTTOM CUP NYLON CUSTOM CASTING Attached w/ vent aesemby screws 8 CGI-382V AS READ. VINYL BULB PVC - 9 W2301NO AS READ. WOOL PILE WITH CENTER SOFT FEN (GRAY) PILE ULTRAFAB/SCHLEGEL 10 OGI-6 5a 1 EGRESS LOCK AND PULL ZINC CUSTOM CASING w/ (2) #8 x 5 /8' FH SMS 11 00I-682 1 SELF CLOSING LOCK ZINC CUSTOM CASING w/ (2) #8 x 5/8' FM SMS 12ajF60 3 OR 4 WEEP HOLE COVER NYLON PEP 13 3/ CORNER FRAME ASSEMBLY SCREWS S/S VARIES #10 x 1 1/4' PH SMS 14 - 2/ CORNER VIM ASSEMBLY SCREWS S/S VARIES 110 x 1 1/4' PH EMS 15 GE-2000 AS REQD. LOW MODULUS SEALANT SIUCIO GENERAL ELECTRIC AT FRAME JOINTS 16 CGI-686 AS REDD. ACCESS HOLE OOVER (w/DRAIN PROVISION) NYLON CUSTOM CASTING MNMam 1 at each Sol NetaO. seN. 17 - AS REDD. WATEREAR SCREWS AT 25' O.C. MAX. S/S VARIES 16 X 1/4' PH SMS 18 2/ LITESETTING BLOCK EPDM VARIES DUROMETER 85t5 SHORE A r-1.2357 4�.oeo �3716� L 3.716� �1.022� CGI-654 CGI-652 CGI-658 CGI-655 SCREEN ADAPTOR FLANGE FRAME JAMB EQUAL LEG FRAME JAMB REINFORCEMENT 6063-T5 6063-T6 6063-T6 6063-T6 �2507 2507 1.326 �� 957—I CGI-630 7/16 m o I�1-1� II i�-A60P " GLAZING BEAD 6063-T6 m n IL I ^ L—L62-� L1.6 2J CGI-625 CGI-626 CC-GII--627 CGI-628 SQUARE LOCK STILE SQUARE FIXED INTERLOCK SQUARE OPERABLE INTERLOCK SQUARE TOP/BOTTOM RAIL 950 6063-T6 6063-T6 6063-T6 6063-TB '--r 11 CGI-629 m m IG GLAZING BEAD �2250 T--22sD� �`L,26^ L 6063-T6 2250�m �450r I II II m CGI-609 -1162J 1�1,92�J 1562--� 1— _I 5/16" GLAZING BEAD CGI-604 CGI-605 CGI-606 CGI-607 Li11 6063-T5 OGEE LOCK STILE OGEE FIXED INTERLOCK OGEE OPERABLE INTERLOCK OGEE TOP/BOTTOM RAIL 6063-T6 6063-T6 6063-T6 6063-T6 23 554 of ff.j .07541 CGI-653 WATERBAR 6063-T5 APPAOved aT COfaP1Yb$WY()J dla FlatidoB '1 ' C.aCa i7 DA:e NOAN - Micvtli PrOdMat C06tful �( By i m 0 b of N IN. Toe 4 O Gcy pc C tE LI Z a1 (pp5 Jp Q 622 F 1 _ I J m 3 > a N Eco 2 t1 � n g 1 OQo� cc0 3no� s T24,201$ ; 3E OF drawing no. 1R1DP_��\ W D DIMS. INTERLOCKS WITHOUT REINFORCING INTERI.0083 WITH REINFORCING GLASS TYPE L ENT.(+) IM.(-) GLASS TYPE 4 FM.(+) IM.(-) GLASS TYPES 8. 3 A: 5 IXf.(+) IM.(-) GLASS TYPE 2 EXT.(+) INT.(-) GLASS TYPE 9 DL.(+) INL(-) GLASS TYPE 5 ENT.(+) INL(-) 2 PAN0. PMN0. HDGFNf F54• 42* 78' 84' 67 72' 81• 90' 108' 117• 126' 36 1 120.01 150.01 120.0 150.0 120.0 1150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.099'120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 1452 120.0 150.0 120.0 150A 120.0 150.0 120.0 150.0 120.0 150.0 120.0 13 0.6 120.0 145.7 120.0 150.0 120.0 150.0 1 120.0 1 150.0 120.0 150.0 118.3 118.3 120.0 131.9 120.0 1 1500 120.0 150.0 120.0 1 150.0 120.0 150.0 36' 42' 48' 54' 60• Be, 72' 1' 84' 54' fi3' 72' 81• 90' 99, 108' 117' 1 126' 48' 1 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 160.0 120.0 135.1 120.0 135.1 120.0 15D.0 120.0 150.0 1200. 150.0 1200. 150.0 120.0 123.1 120.0 123.1 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 114.2 114.2 114.2 114.2 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 107.4 107.4 107.4 107.4 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 1G2.3 I .3 102a 102.3 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 985 98.5 885 99.5 120.0 147.7 120.0 150.0 120.0 150.0 120.0 150.0 85.0 85.0 85.0 55.0 100.0 100.0 120.0 120.0 120.0 120.0 720.0 120.0 93.9 1 B3.9 85.0 85.0 100.0 1 100.0 120.0 120.0 120.0 1 120.0 120.0 120.0 36• 42• 48• 54' 60• 66' 72• 78' 84' 54' 63' 72' 81' 90' 99' 108' 117' 126' S4' 720.0 131.7 120.0 131a 120.0 150.0 120.0 150.0 120.0 150.0 t20.0 150.0 110.4 116.4 116.4 116.4 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 105.5 LOSS 1055 105.5 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 97.3 97.3 97.3 97.3 120.0 145.8 120.0 150.0 120.0 150.0 120.0 150.0 90.9 110.9 00.9 90.9 120.0 136.4 120.0 150.0 120.0 150.0 120.0 150.0 86.0 86.0 86.0 66.0 120.0 128.9 720.0 150.0 120.0 150.0 120.0 150.0 82.1 811 811 82.1 100.0 100.0 120.0 120.0 120:0 120.0 120.0 120.0 78.6 78.6 79.1 79.E 10D.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 74.6 74.6 76.7 76.7 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 36' 42' 48' 54' 60• 56' 72' 78' 84' S4' BS' 72 81' 90' 99• 108 117' 1 126' 60' 1 115.9 115.9 115.9 115.9 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 102.3 iota 102.3 102.3 1200. 150.0 1200. 150.0 1200. 150.0 1200. 150.0 92.3 92.3 92.3 92.3 120.0 138.5 120.0 150.0 120.0 150.0 120.0 150.0 B4.7 84.7 84.7 84.7 120.0 127.1 120.0 150.0 120.0 150.0 120.0 150.0 78.8 7B8 78.8 78,8 1182 1182 120.0 150.0 1 120.0 150.0 120.0 150.0 74.E 74.E 74.E 74.1 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 70.4 70.4 70.4 70.4 IOD.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 87.3 fiJ.3 67.3 67.3 100.0 100.0 120.0 120.0 117.7 117.7 120.0 120.0 64.9 97.4 97.4 .120.0 120.0 110.6 110.6 120.0 120.0 36' 42' 48' 54' 60' 66 72' 78' 84' Be 63' 72' 87' BO' 99' low 1t7' 126' 66• 103.7 1 103.7 1 103.7 103.7 120.0 150.0 120.0 150.0 120.0 15D.0 120.0 150.0 91.3 91-3 91.3 91.3 120.0 136.9 120.0 150.0 120.0 150.0 120.0 150.0 B2.1 82.E 1 82.1 82.1 120.0 123.1 120.0 150.0 120.0 150.0 120.0 150.0 75.0 75.0 75.0 75.0 112.6 112.6 120.0 150.0 120.0 150.0 120.0 150.0 69.5 69.5 695 695 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 65.E 65.E 65.E 65.1 97.7 97.7 120.0 120.0 120.0 120.0 120.0 120.0 81.G 61.8 61.6 61.6 92.3 92,3 120.0 120.0 116.7 116.7 120.0 120.0 58.7 58.7 58.7 58.7 88.0 88.0 117.3 117-3 1073 107,3 117-3 117-3 56.3 56.3 5621 56.3 04.4 84.4 119-6 112.6 100.9 100.9 112.6 112.6 36' 42' 48• 55' 72' 78' S4' 83• 72• 81' 9p• 99 108' 117• 72• 93.8 1 93.8 93.8 1 93.9 120.0 140.7 120.0 150.0 120.0 150.0 120.0 150.0 62.4 112.4 82.4 82.4 120.0 123.8 120.0 150.0 120.0 150.0 120.0 150.0 73.9 73.9 73.9 73.9 110.8 110.8 120.0 147.7 120.0 147.7 120.0 147.7 673 .3 67a 67.3 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 82.2 82.2 62.2 622 93.3 93.3 1 120.0 120.0 1 120.0 1 120.0 120.0 120.0 58.E BB1 58.1 87.1 87.1 116.2 11" 116.2 1 1162 116.2 1162 S4.7 54.7 54.7 54.7 82.1 82.1 109.4 i09.4 1075 107.S 109.4 109.4 52.0 52.0 1 52.0 52.0 77.9 77.0 103.9 103.E 982 96.2 103.9 103.9 36, 42• 60, fib• 72' S4' 63 72'fi9 81, 90• Be 108' 76' 882 882 1 882 88.2 120.0 132.3 120.0 150.0 120.0 150.0 120.0 150.0 J7.3 77.3 116.0 116.0 120.0 150.0 120.0 150.0 120.0 150.0 89.3 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 83.0 63.0 94.6 94.6 120.0 120.0 120.0 120.0 120.0 120.0 58.E $773773, 58.1 87.2 57.2 116.3 116.3 116.3 116a 1162 116.3 54.2 542 81a BIa 108.4 108.4 108.4 108.4 108.4 108.4 50.8 50.9 76.4 76.4 101.7 101.7 101.9 101.9 WOES 101.9 i<1 WINDOW DIMS. INTERLOCKS WITHOUT REINFORCING INTERLOCKS WITH REINFORCING GLASS TYPE 1 IXf.(+) INT.(-) GLASS TYPE 4 E%T.(+) INT.(-) GLASS TYPES 2. 9 6: 5 EXT.(+) INL(-) GLASS TYPE 2 ENT.(+) INT.(-) GLASS TYPE 9 EXT-W IM.(-) GLASS TYPE 5 EXL(+) WIDTH 2 PANEL 3 PANEL HEIGHT 28-1/2' 37' 3J-1/B' 74• 79-1/2' f06-1/4' 39-3/4' ss-1/2' 78-11/16 111' 119-1/4' 159-3/B• 3D-3/8' 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 12D.0 150.0 1T0.0 150.0 120.0 150.0 120.0 150.0 120.0 150.o 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 131.8 120.0 144.7 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 120.2 120.0 134.1 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 80.7 80.7 85.0 85.0 100.0 10(1.0 720.0 120.0 120.0 120.0 120.0 120.0 26-1/2• 37' 53-1/8' 39-3/4' 55-1/2' 9-11/16 120.0 150.0 120.0 150.0 120.0 160.0 120.0 150.0 120.0 7S0.0 120.0 150.0 120.0 139.0 120.0 139.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 107.2 107.2 1072 107.2 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 74' 79-1/2' 106-1/4' 117 119-1/4• 159-3/8• 50-5/8' 85.0 85.0 85.0 8S .0 100.0 1 00 0 1 20 0 120.0 120 .0 720.0 120.0 120.0 83.2 03.2 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 6!.0 66.0 73.6 73.6 100.0 100.0 120.0 120.0 107.6 107.6 120.0 120.0 26-1/2' 37' 53-1/8' 74' 79-1/2- 39-3/4' 55-1/2• 79-11/16 111' 11 9-1/4-1 63' 120.0 142.4 120.0 142-4 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 107.0 107.0 107.0 107.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 605 805 80.5 80.5 120.0 120.8 120.0 150.0 120.0 1..0 1..0 "a.0 64.6 64.6 64.6 64.6 96.9 96.9 120.0 120.0 116.3 116.3 120.0 120.0 62.1 62.1 62.1 62.1 93.1 93.1 120,0 120.0 110.4 11D.4 -120.0 120.0 26-1/2' 37' 53-1/8 74' 39-3/4 S5-1/2' 79-11/16 111• 72, 120-0 122.8 120.0 122.8 120.0 150.0 120.0 150.0 120.0 15U.0 120.0 150.0 91.6 91.6 91.6 91.6 120.0 1375 120.0 150.0 120.0 150.0 12D.O 150.0 68.2 68.2 682 682 100.0 100.0 120.0 120.0 120.0 120.0 t20.O 120.0 53.7 53.7 53.7 53.7 80.6 80.6 107.5 1075 103.9 103.9 1075 107.5 26-1/2• 37' 53 74' 39-3/4' 55-1/2' 79-11/16 111 76' 115.7 115.7 115.7 115.7 120.0 150.0 120.0 150.0 1200. 15D.0 1200. 150.0 86.E 86.1 86.1 86.E 120.0 1292 120.0 150.0 120.0 150.0 120.0 150.0 63.9 63.9 63.9 63.9 95.8 955 120.0 120.0 120.0 120.0 120.0 120.0 50.0 50.0 50.0 60.0 75.0 75.0 100.0 100.0 98-8 98.8 100.0 100.0 1/2 1/2 x 0 0 WINDOW WIDTH o 1/3 1/3 1/3 'REVERSED x 0 x x ��u g an O n q J ►fig x CCCq'pu U o.S�.gg" � fzaE � a, 0tip ci c ut a O 9 Cava 013t- Q: NNo IL z @ QW�f� O I 3 g 3 > O N PERFORMANCE VALUES M oMg m EQUAL PANELS :i c �, ` NI ¢ NOTE: 5 O v g GLASS CAPACITIES ON THIS SHEET ARE �{ C p BASED ON ASTM E1300-09 (3 SEC. GUSTS) 3 r O AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-2 - All values shown are Design PSF (Pounds per Square Foot) VALUES FOR EXTERIOR LOADS(+) SHOWN ARE FOR SILL WITH WATERBAR ADAPTER FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXTERIOR(+) LOADS TO 80.0 PSF MAXIMUM VENT SIZE IS 18.7 SO. FT. AND MAXIMUM VENT HEIGHT IS 71 11/16' I I 70592 a m 24,2016 S`r:,0F .� � drawing no. F...... ,4a�� � 18-96D WINDOW DIMS. 1/4" BRIM SPACE 3/0" SHIM SPACE 1/2" SHIM SPACE ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' ANCHORS TYPE 'A' ANCHORS TYPE 'H' ANCHORS TYPE 'C' ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' Wum 2 PANEL 3 PANEL HEIGHTEXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EM.(+) MT.(-) EXT.(+) INr.(-) EXT.(+) INT.(-) EXT.(+) OTT.(-) E a.(+) INT.(-) OR.(+) INT.(-) 36' 42' 48' 54' 60' 66 72' 78' 84' se or 72' 81' 90' 99' 108' 117' 126' 35' 150.0 150.0 150.0 150.0 150.0 150.0 13&7 150.0 150.0 15010 150.0 150.0 150.0 150.0 150.0 118.9 160.0 150.0 150.0 150.0 150.0 134.0 150.0 150.0 104.0 150.0 150.0 143.4 150.0 150.0 119.1 150.0 150.0 924 150.0 150.0 129.1 150.0 150.0 107.2 150.0 150.0 a3.2 150.0 150.0 117.3 150.0 150.0 97.5 150.0 150.0 75.6 150.0 150.0 107.6 150.0 150.0 1 89.3 1 160.0 150.0 69.3 1'.1&7 150.0 99.3 150.0 150.0 825 150.0 150.0 64.0 128.0 150.0 92.2 150.0 150.0 76.6 150.0 150.0 59.4 118.9 148.6 36' 42' 49' 54' so' 66• 72' 78' 84' S4' BY 72' a1• 90' B9' low 117' 126' 48 150.0 150.0 150.0 134.0 150.0 150.0 104.0 150.0 150.0 138.3 150.0 150.0 114.9 150.0 150.0 89.1 150.0 150.0 121.0 150.0 15o.0 1005 150.0 150.0 78.0 150.0 150.0 107.6 150.0 150.0 89.3 150.0 150.0 69.3 138.7 150.0 965 150.0 150.0 80.4 150.0 150.0 624 124.8 1 150.0 BB.O 150.0 150.0 73A 146.2 150.0 56.7 1135 141.8 _ 80.7 150.0 150.0 67.0 134.0 150.0 52.0 104.0 130.0 745 148.9 1so.0 61.8 1217 150.0 41L0 96.0 120.0 69.1 138.3 150.0 57.4 114.9 143.8 44.6 89.1 111.4 36' 42' 48• 54' 60' 86' 72' 78' 84' F. 83' 72' B1• BO' 99' 108' 117' 1 126' `�4" 1 143A 150.0 15o.0 119.1 150.0 150.0 924 150.0 150.0 122.9 150.0 150.0 102.1 150.0 150.0 79.2 150.0 150.0 107.E 150.0 150.0 89.3 150.0 150.0 69.3 138.7 150.0 95.8 150.0 150.0 79A 150.0 150.0 61.6 1233 150.0 86.0 150.0 160.0 71.5 142.9 150.0 55.5 110.9 138.7 78.2 150.0 160.0 65.0 129.9 150.0 50.4 100.8 126.1 71.7 143.4 150.0 59.6 119.1 148.9 462 924 115.6 662 132.4 150.0 55.0 109.9 137.4 42.7 85.3 1063 615 ins 150.0 51.0 102.1 127.6 39.6 79.2 B9.0 36' 42• 46' 54' 60' 66' 72' 78' 84' S4' 83' 72' 81' 90' 99' 108• 117" 126' 60, 129.1 150.0 150.0 1072 150.0 150.0 832 150.0 150.0 110.6 150.0 Isom 91.9 150.0 150.0 713 1426 150.0 96.8 150.0 150.0 80.4 150.0 150.0 62.4 124.E 150.0 86.0 150.0 150.0 71.5 142.9 150.0 555 110.9 138.7 77.4 150.0 150.0 64.3 128A 150.0 49.9 99.8 1 124.8 70.4 140.0 150.0 1 585 1 116.9 146.2 45.4 90.6 113.5 64.5 129.1 150.0 53.6 107.2 134.0 41.6 83.2 104.0 59.0 119.1 148.9 49.5 99.0 123.7 38.4 76.8 S&O 55.3 110.6 138.3 45.9 91.9 114.9 35.7 71.3 89.1 36' 1. 48' 54' SO' 68' 72• 7B' 84" S4• 83' 72' 81' 90' 99' 108• 117• 125" 66 117.3 1504 150.0 97.5 150.0 1 150.0 75.8 150.0 150.0 100.6 150.0 150.0 83.5 150.0 150.0 64.8 129.7 I50.0 88.0 150.0 150.0 73.1 1462 150.0 1 56.7 1135 141.8 78.2 150.0 150.0 65.0 129.9 150.0 50.4 100.8 126.1 70.4 140.8 150.0 58.5 ils.s 1462 45.4 90.8 113.5 64.0 128.0 150.0 532 106.3 132.9 41.3 a25 103.1 58.7 117.3 146.7 48.7 97.5 121.8 37.8 75.8 94.5 54.2 1083 135.4 45.0 90.0 112.4 34.9 69.8 873 503 100.6 125.7 41.8 835 104.4 324 64.B 81.0 36' 42' 48• 54• 60' 68' 72' 79' 54' BT 72• 81• W. 99' tog' 117' 72' 107.E 150.0 150.0 893 150.0 150.0 69.3 138.7 150.0 92.2 150.0 150.0 76.6 150.0 150.0 59.4 118.9 148.6 80.7 150.0 150.0 67.0 134.0 150.0 52.0 104.0 130.0 71.7 143.4 150.0 59.6 119.1 14M 46.2 924 115.6 64.5 129.1 150.0 53.6 107.2 134.0 41.6 83.2 104.0 58.7 1173 146.7 48.7 975 121.E 37.8 75.6 94.5 53.8 107.6 134.4 44.7 89.3 111.7 34.7 693 86.7 49.6 99.3 1 124.1 412 82.5 103.1 32.0 64.0 80.0 38' 48' 54' 60' 66' 72' 5r 72' a1' BO' 99' 108" 76' 101.9 150.0 150.0 04.6 150.0 150.0 65.7 131.4 1&To 87.3 150.0 ISDO 725 145.1 150.0 56.3 112.6 140.8 76.4 150.0 150.0 63.5 126.0 150.0 49.3 983 12J2 67.9 135.9 150.0 56.4 112.8 141.1 43.8 87.6 109.5 61.1 1223 150.0 50.8 10f.6 126.9 39A 78.8 98.5 55.6 111.2 13&9 46.2 92.] 115.4 355 71.7 89.8 50.9 101.9 127.4 42.3 84.6 105.8 1 32.8 65.7 82.1 0 WINDOW WIDTH WINDOW ID o: X a IW- � � w N �9' 6' MAX. ANCHORS TYPE 'A' 2e NAx. 2 ANCHORS AT MrG. SOLE ENDS 28" LW. SPACING BETWEEN ANCHORS LIMIT MAX DESIGN LOADS TO 55 PSF WINDOW WIDTH r O 1/2 1/2 s i% 1/2 1/2 1/3 1/3 1/3 O: o �ZW W aa� N � W N 2-1/8' 6' MAX. ANCHORS TYPE 'B' TYP• 14' 24' MAX. 4 ANCHORS AT MID. SOLE ENDS 24' MAX SPACING BETWEEN ANCHORS LIMIT MAX DESIGN LOINS TO 100 PSF 1/3 1/3 1/3 WINDOW WIDTH I JO T I 1 11 I I I j 1/2 1/2 6' MAX. ANCHORS TYPE 'C' TYP. 14' 12' MAX. 4 ANCHORS AT Into SOLE ENDS 12' MAX. SPACING BETWEEN ANCHORS LIMIT MO. DESIGN LOADS TO 150 PSF JA0.18 ANCHOR SPACING 20' MAX. FOR SHIMS UPTO 1/4'. 10" MAX. FOR SHIMS GREATER THAN 1/4" TO 1/2•. ANCHOR CAPACITY EQUAL PANELS APProce9m»mt)'utg Wtt6the FlolidaB ALL VALUES SHOWN ARE DESIGN PSF NO 2. 8 VALUES FOR EXT.(+) LOADS SHOWN ARE FOR MI9m1D P;.du.UL'm*d SILL WITH WATERBAR ADAPTER. FOR N7NOOWS WITHOUT WATERBAR ADAPTER HY LIMIT EXT.(+) LOADS TO 80.0 PSF 0 qm q 0 g otop Guf'I COS g 0�og o byNad yyZZ�11 OJ Q W,LL N � Z 1(pOp1 V 7DSB2 324,2018 RE OF / (y�� drawing no. 1 8-96D 1/3 1/3 1/3 O: o �ZW W aa� N � W N 2-1/8' 6' MAX. ANCHORS TYPE 'B' TYP• 14' 24' MAX. 4 ANCHORS AT MID. SOLE ENDS 24' MAX SPACING BETWEEN ANCHORS LIMIT MAX DESIGN LOINS TO 100 PSF 1/3 1/3 1/3 WINDOW WIDTH I JO T I 1 11 I I I j 1/2 1/2 6' MAX. ANCHORS TYPE 'C' TYP. 14' 12' MAX. 4 ANCHORS AT Into SOLE ENDS 12' MAX. SPACING BETWEEN ANCHORS LIMIT MO. DESIGN LOADS TO 150 PSF JA0.18 ANCHOR SPACING 20' MAX. FOR SHIMS UPTO 1/4'. 10" MAX. FOR SHIMS GREATER THAN 1/4" TO 1/2•. ANCHOR CAPACITY EQUAL PANELS APProce9m»mt)'utg Wtt6the FlolidaB ALL VALUES SHOWN ARE DESIGN PSF NO 2. 8 VALUES FOR EXT.(+) LOADS SHOWN ARE FOR MI9m1D P;.du.UL'm*d SILL WITH WATERBAR ADAPTER. FOR N7NOOWS WITHOUT WATERBAR ADAPTER HY LIMIT EXT.(+) LOADS TO 80.0 PSF 0 qm q 0 g otop Guf'I COS g 0�og o byNad yyZZ�11 OJ Q W,LL N � Z 1(pOp1 V 7DSB2 324,2018 RE OF / (y�� drawing no. 1 8-96D O: o �ZW W aa� N � W N 2-1/8' 6' MAX. ANCHORS TYPE 'B' TYP• 14' 24' MAX. 4 ANCHORS AT MID. SOLE ENDS 24' MAX SPACING BETWEEN ANCHORS LIMIT MAX DESIGN LOINS TO 100 PSF 1/3 1/3 1/3 WINDOW WIDTH I JO T I 1 11 I I I j 1/2 1/2 6' MAX. ANCHORS TYPE 'C' TYP. 14' 12' MAX. 4 ANCHORS AT Into SOLE ENDS 12' MAX. SPACING BETWEEN ANCHORS LIMIT MO. DESIGN LOADS TO 150 PSF JA0.18 ANCHOR SPACING 20' MAX. FOR SHIMS UPTO 1/4'. 10" MAX. FOR SHIMS GREATER THAN 1/4" TO 1/2•. ANCHOR CAPACITY EQUAL PANELS APProce9m»mt)'utg Wtt6the FlolidaB ALL VALUES SHOWN ARE DESIGN PSF NO 2. 8 VALUES FOR EXT.(+) LOADS SHOWN ARE FOR MI9m1D P;.du.UL'm*d SILL WITH WATERBAR ADAPTER. FOR N7NOOWS WITHOUT WATERBAR ADAPTER HY LIMIT EXT.(+) LOADS TO 80.0 PSF 0 qm q 0 g otop Guf'I COS g 0�og o byNad yyZZ�11 OJ Q W,LL N � Z 1(pOp1 V 7DSB2 324,2018 RE OF / (y�� drawing no. 1 8-96D WINDOW WIDTH I JO T I 1 11 I I I j 1/2 1/2 6' MAX. ANCHORS TYPE 'C' TYP. 14' 12' MAX. 4 ANCHORS AT Into SOLE ENDS 12' MAX. SPACING BETWEEN ANCHORS LIMIT MO. DESIGN LOADS TO 150 PSF JA0.18 ANCHOR SPACING 20' MAX. FOR SHIMS UPTO 1/4'. 10" MAX. FOR SHIMS GREATER THAN 1/4" TO 1/2•. ANCHOR CAPACITY EQUAL PANELS APProce9m»mt)'utg Wtt6the FlolidaB ALL VALUES SHOWN ARE DESIGN PSF NO 2. 8 VALUES FOR EXT.(+) LOADS SHOWN ARE FOR MI9m1D P;.du.UL'm*d SILL WITH WATERBAR ADAPTER. FOR N7NOOWS WITHOUT WATERBAR ADAPTER HY LIMIT EXT.(+) LOADS TO 80.0 PSF 0 qm q 0 g otop Guf'I COS g 0�og o byNad yyZZ�11 OJ Q W,LL N � Z 1(pOp1 V 7DSB2 324,2018 RE OF / (y�� drawing no. 1 8-96D 6' MAX. ANCHORS TYPE 'C' TYP. 14' 12' MAX. 4 ANCHORS AT Into SOLE ENDS 12' MAX. SPACING BETWEEN ANCHORS LIMIT MO. DESIGN LOADS TO 150 PSF JA0.18 ANCHOR SPACING 20' MAX. FOR SHIMS UPTO 1/4'. 10" MAX. FOR SHIMS GREATER THAN 1/4" TO 1/2•. ANCHOR CAPACITY EQUAL PANELS APProce9m»mt)'utg Wtt6the FlolidaB ALL VALUES SHOWN ARE DESIGN PSF NO 2. 8 VALUES FOR EXT.(+) LOADS SHOWN ARE FOR MI9m1D P;.du.UL'm*d SILL WITH WATERBAR ADAPTER. FOR N7NOOWS WITHOUT WATERBAR ADAPTER HY LIMIT EXT.(+) LOADS TO 80.0 PSF 0 qm q 0 g otop Guf'I COS g 0�og o byNad yyZZ�11 OJ Q W,LL N � Z 1(pOp1 V 7DSB2 324,2018 RE OF / (y�� drawing no. 1 8-96D °WIDTH I �y`V m �w VWO Z h 0 m = mao S S aHZ Plu ZF ; SO bo bo fffGGG Q O ` O 60 GSy1 {�Y , 1O. C 0 G1 min (n ANCHORS TYPE 'A' 28' MAX. 0Q Q. o c 2 ANCHORS AT WID. STILE ENDS C O b K 28' MAX SPACING BETWEEN ANCHORS UMR UAX DESIGN LOADS TO 55 PS a Z N WINDOW WIDTH WINDOW WIDTH 01 1 u le Lot ' m p W u '0i ¢na,o g 1/2 1/2 .° 0 N 2' 6' MAX. i E 1 o ANCHORS TYPE '19' TYP• 14' 24' MAX. $ (7 M 4 ANCHORS AT WM STILE ENDS 24' MAX. SPACING BETWEEN ANCHORS UMR MAX. DEM LOADS 70 100 PSF n u. L n O Q C WINDOWWINDOW WIDTH N70cg C_ o o 1 // CD ayWe 0 y y O 1/3 1/3 1/3 N 6' MAX. ANCHORS TYPE 'C' TYP. 14 12 MAx 4 ANCHORS AT WIG. STILE ENDS 12' MAX SPACING BETWEEN ANCHORS � c dAl„B ANCHOR gppGING LIMIT MAX. DESIGN LOADS TO 150 PSF 20" MAX. FOR SHIMS UPfO 1/4', o 10" MAX. FOR SHIMS GREATER THAN 1/4' TO 1/2'. ANCHOR CAPACITY S S N EQUAL PANEL APpmvedascompi t withdle 2 v Flmidae a' Cc =,ia ; Sep24,2018 9 '� Date 1 ALL VALUES SHOWN ARE DESIGN PSF NO ____��gg������__���� ���• BTATE OF / /y�� drawing no. VALUES FOR E r.(+) LOADS SHOWN ARE FOR Mi.'�1UcTaPradsct�09 SILL WITH WATERBAR ADAPTER. /' FCOR101`.: • ��� FOR WINDOWS WITHOUT WATERSAR ADAPTER LIMIT W.(+) LOADS TO 80.0 PSF • 1/4' SHI6f SPACE 3/8' SHIM WINDOW DINS. ANCHORS ANCHORS ANCHORS TYPE 'A' TYPE B.TYPE 'C' SPACE ANCHORS ANCHORS ANCHORS TYPE 'A' TYPE 'B' TYPE 'C' 1/2' SHIN SPACE ANCHORS ANCHORS ANCHORS TYPE 'A' TYPE 'B' TYPE 'C' WIDTH 2 PAN0. 3 PANEL H(dGM IXT. (+) WT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) E7(T. (+) INT. (-) EXr. (+) INT. (-) EXT. (+) Co. (+) EM. t+) OCT. (+) O 1/2 1/2 1/2 1/2 1/3 1/3 1/3 a a 1/3 1/3 1/3 1/2 1/2 1/3 1/3 1/3 a a 1/3 1/3 1/3 1/3 1/3 1/3 a a 1/3 1/3 1/3 a a 1/3 1/3 1/3 ' WINDOW DIMS. INTE0.008S WITHOUT REINFORCING 11MM.00KS IDES REINFORCING GLASS TYPE 1 W.(+) W.(-) I GLASS TYPE 4 EXT.(+) INT.(-) GLASS TYPES 2, 3& 5 ENT.(+) IM.(-) GLASS TYPE 2 EXT.(+) I INT.(-) I GLASS TYPE 3 I EXLM I Kr.(-) GLASS TYPE 5 EXT.M [M.(-) WIDTH 2 PANEL 3 PANEL HEIGHT .1• 42' 48• 54' 60. 88' 72 78' 84' e6' 108• 48• S6• 64' 72• 80• BB• 96• 104• lie 128• 144• 38' 120.0 150.0 1 120.0 150.0 120.0 1 150.0 120.01 150.01 120.0 1150.0 120.0 1 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.01 150.01 120.0 15D.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 135.3 120.0 150.0 120.0 ISOA 120.0 150.0 1200 150.0 120.0 150,0 118.4 119.4 120.0 132.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 104.5 1045 116.6 116.6 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 85.0 85.0 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 83.8 R3.8 &&0 85-0 f00.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 71.9 71.9 802 80.2 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 815 615 68.6 68.6 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 36• 42• 54' 60' as, 72' 78. 84' 48• 56• 72' So' 88• 9B• 104• 112• 48' 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 130.6 120.0 139.4 120.0 150.0 120.0 150.0 120.0 150.0 120'0 150.0 116.1 116.1 1200. 127.9 1200 150.0 120A IMO 1200. 150.0 120.0 150.0 105.6 105.6 117.7 117.7 1200. 1500 120.0 150.0 120.0 150.0 120.0 150.0 85.0 85.0 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 83.9 R3.9 85.0 MO LOOA 100.0 120.0 120.0 120.0 120.0 120.0 120.0 77.6 77.6 e5.0 BS.O 100.0 100.01 120.0 1200, 1200. 120.0 120.0 120.0 72.4 72.4 80.8 80.8 100.0 1GO.0 120.0 120.0 118.4 118.4 120.0 120.0 67.5 675 75.3 75.3 100.0 100.0 120.0 120.0 110.4 110.4 120.0 120.0 36' 42' 48' 54• fi0' 66• 72' 78' 48' 56' 64• 72' M. W. 96• 104' 64. 120.0 134.3 120.0 134.3 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 1115 111.5 119.7 119.7 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 97.5 97.5 108.7 108.7 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 85.0 85.0 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 80.1 80.1 85.0 BSA 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 74.7 74.7 83.3 83.3 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 70.0 78.1 78.1 f00.0 100.0 120.0 120.0 1145 1145 120.0 120.0 65.6 65.6 732 7" 100.0 100.0 120.0 120.0 107.9 107.9 120.0 120.0 J6• 42' 48• 54' 60' as' 41' S8•98.E 84' 72' Be Be �� 1182 1182 118.2 1182 120.0 150.0 1200. 150.0 1200. 150.0 120.0 150.0 104.H 104.8 120.0 150.0 120.0 1 150.0 120.0 150.0 12D.0 150.0 B4.o B4A 85.0 85A 1o0.0 100.0 120.0 1 120.0 120.0 120.0 12MO 120.0 78.9 78.9 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 70.5 70S 78.5 78.6 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 68.4 88.4 74.1 74.1 100.0 100.0 120.0 120.0 110.6 110.E 120.0 120.0 36• 42' 48' 54• 80' I 48• 56' 1. 72• 80• 1 66• 105.5 105.5 105.5 105.5 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 85.0 85.0 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 77.5 775 842 84.2 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 BBA 68.3 762 76.2 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 623 623 69.5 69.5 100.0 100.0 120.0 120.0 110.2 110.2 120.0 1 120.0 36' 42' 48' 54• 48' 98• 84• 72• 72• 95.3 95.3 95.3 95.3 120.0 143.0 120.0 150.0 120.0 150.0 120.0 150.0 80.1 80.1 84.0 84.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 69.4 69.4 75.6 75.6 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 60.8 60.8 67.8 675 100.0 100.0 120.0 120.0 116.E 116.7 120.0 120.0 36' 42' 46' fl 78. 85.0 85.0 B5.0 B&o 1o0.0 10o.0 120.6 120.0 120.0 120.0 120.0 120.0 78.E 78.E 78.E 78.E 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 65.0 .0 M7 70:7 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 56.6 56.6 93.1 63.1 96.9 06.9 1111 113./ 1120 112.0 120.0 120.0 WINDOW DIMS. DnTMCKS WITHOUT REINFORCING INTERLOCKS WITH REINFORCING GLASS TYPE 1 -(+)I INT.(-) GLASS TYPE 4 EXT.(+) 04T.(-) GLASS TYPES 2, 3 & 5 EXT.(+) KT.(-) GLASS TYPE 2 ENT.(+) INT.(-) GLASS TYPE 3 I EXL(+) OR.(-) GLASS TYPE 5 EXT.(+) 15U WIOIH 2 PANEL. 3 PANEL HEIGHT 26-1/2' 37' 53-1/e' 74' 79-1/2' 106-1/4' 35-5/16' 49-5/16• 71• 99' 106• 142' 38-3/e' 120.0 150.0 1 120.0 150.0 120.0 150.0 120.0 1 150.0 120.0 150.0 120.0 150.0 1200 150.0 1200. 150.0 1200. 150.0 120A I50.0 120.0 150.0 120.0 150.0 t20.0 147.2 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 85.0 85.0 85,0 85.0 100.0 100.0 120.0 120.0 120,0 120.0 120.0 120.0 84.6 84.6 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 58.8 58.8 65L 65.5 100.0 100.0 1175 1175 111.0 111.0 120.0 120.0 26-1/2' 37' 53-1/S. 74' 79-1/2' 35-5/16• 49-5, 16' 71• 99• 106• so s/e 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 f 120.0 150.0 1=0 142.5 120.0 142.5 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 9B.8 98.8 110.2 1102 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 720 720 BOJ Bo.J 100.0 100.0 120.0 120.0 119.0 119A 120,0 120A 682 8H2 76.1 78.1 100.0 100.0 120.0 1T0.0 111.E 111.E 120.0 120.0 28-1/2• 37• 53-1/8' J5-5/16' 49-5/16• 71' 83• 720.0 1Md 120.0 144.3 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 109.1 109.1 109.1 109.1 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 73.4 73.4 81.9 01.9 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2• 37• 53-1/8' 35-5/18' 49-5/16' 71• 72' 120.0 1242 120.0 150.0 120.0 150.0 120.0 150.0 120.0 IMO 932 932 120.0 139.7 120.0 150.0 120.0 150.0 120.0 MOLD 65.7 68.7 100.0 100.0 120.0 120.0 119.4 119.4 120.0 120.0 26-1/2' 37' 53-1/8• 35-s/18• 49-5/16' 71' 76' t57.457.4 117.0 117.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 85.0 85.0 100.0 foo.0 120.0 120.0 120.0 120.0 120.0 120.0 64.0 64.0 97.9 97.8 114.7 114.7 114.7 114.E 1.0 1..0 x 0 0 x ERSED11- x 0 x ERFORMANCE VALUES, J S '° O N UNEQUAL PANELS y c�E M 00 NOTE: C d m GLASS CAPACITIES ON THIS SHEET ARE m BASED ON ASIM E13GG-09 (3 SEC. GUSTS) h ` E d AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 i O n g r0�� C, a 5Ln0 All values shown ore Design PSF (Pounds per Square Foot) P VALUES FOR EXTERIOR LOADS(+) SHOWN ARE FOR SILL WITH WATERSAR ADAPTER FOR WINDOWS WITHOUT WATERBAR ADAPTER OMIT EXTERIOR(+) LOADS TO 80.0 PSF MAXIMUM VENT SUE IS 18.7 SQ. FT. AND MAXIMUM VENT HEIGHT IS 71 11/16' ApploVed Ga complyi11GWbthe I1ielidi Build' Code Dek NOL Mload Dade FTadutt CuahGl "(/-a I Ht.70592�Oie 24.2018' IJU STATE OF drawing no. �a�.. 18-96D I WINDOW MOTH WIND o IDTH m �4U g O rc m u=w Z m^@ ro G� o /r ell, Oj N 4 O 3 1/3 2/3 3 1/4 1/2 1/4 O V f4 �%Og4 S' 6' NAX CFO z Oq ANCHORS TYPE 'A' 2e MAX O d G G `� 2 ANCHORS AT MTG. STILE ENDS O o t l Ib 28' L1AX. SPACING BETWEEN ANCHORSIN LOST MAX DESIGN LOADS TO 55 PSF = N _ �1 1YINDOW 11'Ip� WIN Q z l l I rSs u 1/3 2/3 1/4 1/2 1/4 3 O 04 2,1/2' � 6' MAX o E N o TYP. 14' 24' MAX. C M m ANCHORS TYPE B' - «� 4 ANCHORS AT MID. STILE ENDS l N LZ �1 24' MAX. SPACING BETWEEN ANCHORS n IS p n LIMIT MAX DESIGN LOADS TO 100 PSF I 0 C, C g CC7 0 �no y O xz ro % % j 'y W O z z U 1/3 2/3 1/4 1/2 1/4 2; 1/2' 6' MAX TYP. 14 12' MAX. o c ANCHORS TYPE C' 4 ANCHORS AT MIG. SNIE ENDS 12• MAX SPACING BETWEEN ANCHORS O ALL VALUES SHOWN ARE DESIGN PSF LIMIT MAX DESIGN LOADS TO 150 PSF ``� 1111II17/fA7/ VALUES FOR EXT.(+) LOADS SHOWN ARE FOR SILL WITH WATERBAR ADAPTER. FOR WINDOWS WITHOUT WATERHAR ADAPTER : �' • Nam, LIMIT EXT.(+) LOADS TO 80.0 PSF JAMB ANCHOR SPACING s I 20" MAX. FOR SHIMS UPTO 1/4. - •70M 6 10' MAX. FOR SHIMS GREATER THAN 1/4" TO 1/2'. Approved n mmpbinamb _ • x`C _ '� e Pler:d.B'Idm Code S p24.2078 0�1 O ANCHOR CAPACITY MIumrlDa�d.PrOd dCMm9d ®'•, STATE OF ,. � drawing no. UNEQUAL• PANELS 13Y I/4" SHIM WINDOW DIMS. SPACE 9/B' SHIM SPACE 1/2' SHIM SPACE ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' WIDTH 2 PANEL 3 PANEL �� f0(f,(+) INf.(-) EXf.(+) INf.(-) EXf.(+) INf.(-) EM.(+) INL(-) IXf.(+) INf.(-) EM,(+) IHf.(-) EXT.(+) INf.(-) EM.(+) Off.( EXT.(+) 38' {2' 48' 54' �• 68' 7T' 7B' 1f4' 98' 108' 46' S6' fi4' 72' �• BB' 98' 104' 112' 128' 144' J6' 150.0 150.0 150.0 i50.O 150.0 150.0 1J&7 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 118.9 150.0 150.0 150.0 150.0 iS0.0 134.0 150.0 150.0 104.0 150.0 150.0 143.4 150.0 150.0 119.1 150.0 iS0.0 824 150.0 150.0 128.1 150.0 150.0 1072 150.0 150.0 832 150.0 150.0 117.3 150.0 150.0 97.5 150.0 150.0 75.8 150.0 150.0 107.6 I50.0 150.0 89.3 150.0 150.0 69.3 1J&7 150.0 99.3 150.0 150.0 82.5 150.0 150.0 64.0 126.0 150.0 922 150.0 150.0 78.6 130.0 I50.0 59.4 116.9 148.8 80.7 150.0 150.0 87.0 134.0 150.0 520 104.0 1J0.0 71.7 143.4 150.0 59.8 119.1 1449 482 924 /15.8 36' 42' 48' 54' BO' 68' 72' 78' 64' 48' SB' 64' 72' 80' 88' 98' 104' 112' �� 150.0 150.0 150.0 134.D 150.0 150.0 104.0 150.0 150.0 13FL3 150.0 150.0 114.9 150.0 15D.0 89.1 150.0 150.0 121.0 150.0 150.0 100.5 150.0 150.0 78.0 iS0.0 150.0 707.6 150.0 150.0 89.] 150.0 150.0 89.3 136.7 150.0 96.8 150.0 150.0 80.4 150.0 150A 62.4 124.E 150.0 BB.D 150.0 150.0 77.1 1482 150.0 58.7 1135 141.6 80.7 150.0 150.0 67.0 134.0 150.0 52.0 104.0 130.0 74.5 146.9 150.0 81.8 f23.7 150.0 4&0 88.0 120.0 69.1 138.3 150.0 57.4 114.9 143.8 44.6 89.1 111A 38' 42' ae' 54' 60' 68' 72' 78• 4B' S6' 84' 7Y BO' 88• 86' 104' 54' 143A 150.0 150.0 119.1 150.0 150.0 92.4 150.0 150.0 1229 150.0 150.0 f021 150.0 150.0 79.2 150.0 150.0 107.8 150.0 150.0 89.3 150.0 150.0 69.3 138.7 150.0 85.8 150A 150.0 79.4 150.0 150.0 81.8 123.3 150.0 88.0 150.0 150.0 715 142.9 150A 55.5 110.9 138.7 7&2 150.0 750.0 65.0 1T8.B 150.0 50.4 100.8 128.1 71.7 143.4 150.0 59.6 119.1 146.9 46.2 82.4 11S.B 68.2 132.4 150.0 55.0 109.9 137.4 427 7L5.3 106.7 38' 42' S4' 60' 68' 48' SB• 72' 80' BB' BO' 12B.1 150.0 150.0 107.2 150.0 150.0 83.2 150.0 IS0.0 110.8 150.0 I50.0 81.8 150.0 150.0 71.3 7426 150.0 88.6 1W.0 150.0 80.4 150.0 624 121.8 150.0 86.0 150.0 150.0 71.5 142.9 55.5 110.8 13&7 77.4 150.0 150.0 64.J 128.8 48.9 99.6 124.8 70.4 140$ 150.0 58S /18.8 45.4 90.8 1135 36' 42' 54' 60' 46' SB' 72' 80' 717.3 150.0 150.0 97S 150.0 r5o.0 75.8 150.0 150.0 100.6 150.0 150.0 &T.5 150.0 64.8 129.7 1SI).0 88.0 150.0 150.0 73.1 1462 58.7 1135 141.8 76.2 150.0 150.0 65.0 129.9 SOA 100.0 128.1 70.4 140.8 150.0 56.5 1189 146.2 45.4 80.8 11].5 36' t2' 4B' 54' 48• S6' 84' 72' 72, 107.6 150.0 150.0 B9.3 150.0 150.0 69.3 /35.7 150.0 922 150.0 150.0 7fi.6 150.0 160.0 58.4 118.9 148.8 80.7 150.0 150.0 fi7.0 134.0 150.0 52.0 104.0 1J0.0 71.7 143.4 150.0 59.8 119.1 748.9 48.2 92.4 113.8 38' 48' 101.9 150.0 I50.0 84.6 150.0 150.0 65.7 131.4 150, WINDOW DINS. 1/4' SEM SPACE 3/8' SH<aS SPACE 1/2' SEEM SPACE ANCHORS TYPE 'A' ANCHORS TYPE 'B ANCHORS TYPE 'C' ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' woo 2 PANEL 1 3 PANEL I I HEIGHT DDT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EAR. (+) INT. (-) EXT. (+) INL (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) PH. (-) EXT. (+) INT. (-) 26-1/2' 37' 53-1/8' 74' 79-1/2' 106-1/4' 35-5/18' 49-5/16' 71' 99, 106' 142' 38-3/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 126.6 150.0 150.0 136.4 150.0 150.0 113.3 150.0 150.0 87.9 150.0 150.0 87.8 150.0 150.0 813 150.0 150.0 63.1 128.1 IBM 91.4 150.0 150.0 75.9 150.0 150.0 S&9 117.8 147.3 6" 136.4 1 150.0 56.7 113.3 141.6 44.0 87.9 109.9 26-1/1' 37 57-1/8' 74' 79-1/2' 35-5/16' 49-5/16' 71' 99' 106' 50-5/8' 150.0 150.0 150.0 150.0 150.0 150.0 134.0 150.0 150.0 148.8 150.0 150.0 123.6 150.0 150.0 98.0 150.0 150.0 103.4 150.0 150.0 95.9 150.0 150.0 66.7 1333 150.0 742 1483 150.0 also 123.2 150.0 47.8 95.8 1195 693 138.5 2010 575 115.1 143.8 44.7 89.3 111.6 26-1/2' 37' 53-1/8' 35-5/16' 49-5/18' 71' 63' 150.0 150.0 150.0 138.7 150.0 150.0 107.7 150.0 150.0 119.6 150.0 150.0 993 150.0 150.0 77.1 150.0 150.0 83.1 150.0 150.0 69.0 138.0 150.0 53.6 107.1 133.9 26-1/2. 3Y 53-1/8, 35-5/16' 49-5/16' 71' 72' 148.1 150.0 150.0 121.4 150.0 150.0 942 150.0 /50A 104.6 150.0 150.0 86.9 150.0 150.0 675 134.9 160.0 72.7 145.4 150.0 60.4 120.8 150.0 4" 93.7 117.2 26-1/2' 37 53-1/8' 35-5/16' 49-5/16' 71' 76' 138.4 150.0 150.0 115.0 150.0 150.0 893 150.0 150.0 99.1 150.0 150.0 073 150A 150.0 63.9 127.8 159.8 68.9 137.8 150.0 57.2 114.4 14J.0 44.4 88.8 111.0 ALL VALUES SHOWN ARE DESIGN PSF VALUES FOR EXT.(+) LOADS SHOWN ARE FOR SILL WITH WATERBAR ADAPTER. FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXT.(+) LOADS TO 80.0 PSF WTN99W WIDTH WINDOWWIDTH POP .11 P 1/3 2/3 z 1/4 1/2 1/4 �9 ANCHORS TYPE 'A' ze nAx, 2 ANCHORS AT WIG. SOLE ENDS 28' MAX SPACING BETWEEN ANCHORS LIMIT MAX DESIGN LOADS TO 55 PSF ANCHORS TYPE ')3 4 ANCHORS AT UM STILE ENDS 24' MAX SPACING SEMEN ANCHORS L01R MAX DESIGN LOADS TO 100 PSF ANCHORS TYPE 'C' 4 ANCHORS AT MTG. SOLE ENDS 12' MAX. SPACING BETWEEN ANCHORS LAIR MAIL DESIGN LOADS TO 15D PSF JAMB ANCHOR SPADING 20' MAX. FOR SHIMS UPTO 1/4-. 10" MAX. FOR SHIMS GREATER THAN 1/4" TO By 3 c a Z � co q mN� a e of N a P7G 00 0o c CC 1F3 ) ? N O'R D-13g o qo b0 Z N6i{1 Q W 21 F � N I g j 4 O N LOE N f R 0<61Z a 02 e1 CO o 3no I I 1i70592 iY p 24,20181 �- STATE OF fy, drawing n0. �jOCORfOR l; „yCo18-96D FLANGE FRAME INSTALIAMON TYPE T THRU I BY WOOD BUCK BUCK D ,/ ��. z am BUCK INSTALLATION NOT PART OF THIS SUBMITTAL j BUCK INSTALLATION NOT PART OF /,LRLTHIS SUBMITTAL MIN. Ir SNEET 11 WOOD STRUCTURES, �/���/ CONCRETE OR MASONRY BUCK IN LA ON NOT PART OF THIS SUBMITTAL WOOD BUCKS NOT BY WINDOOR INC., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. INSTALLATION CONDITIONS FLANGE FRAME 3 TYPICAL ANCHORS FLANGE FRAME INSTALLATION TYPE '2' TYPICAL ANCHORS SEE ELEV. FOR SPACING THRU 2 BY WOOD BUCK SERE SHEET FOR FORSPACDESCRIPTION Z e j SEE SHEET 11 FOR DESCRIPTION O f w f en ' BUCK BED IN SEALANT (TYP) a a ia On`� I I 0tRIoxm Oamto SEALANT (TYP) - J ' O -at, tl= Z BUCK INSTALLATION NOT PART OF THIS SUBMITTAL m 3 iy I MIN s ' a 3 1/2' " MIN c> M L-2 3/4'--] BUCK INSTALLATION NOT PART OF 2 3/4' s E'O o (34, 1 x 4 BEVELED PRESSURE TREATED THIS SUBMITTAL 2 x 4 BEVELED PRESSURE TREATED WOOD BUCK (TYP) C y;., ! rn Y WOOD BUCK (TYP) L: E . �Il f�l 3r'og MIN Optional Pre —Cast Sill WOOD STRUCTURES, CONCRETE OR MASONRY BUCK INSTALLATION NOT PART OF THIS SUBMITTAL NO Mu By OPTIONAL NGN—BEVELED WOOD BUCK (DOTTED) s p24,2019,Qp 0 STATE OF : ( -. drawing no. /���sl®....... sheet g of16 INSTALLATION CONDITI07\ EQUAL LEG INSTALLATION TYPE T THRU 1 OR 2 BY WOOD BUCK TYPICAL ANCHORS " VG ESCRIPTION BUCK ODD BUCK WOOD BUCKS NOT BY WINDOOR INC., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. S EQUAL LEG FRAME 0 TYPICAL ANCHORS O1 SEE ELEV. FOR SPACING m @ a^lo EQUAL LEG INSTALLATION TYPE '2' Z k SEE SHEET 11 FOR DESCRIPTION F n DIRECTLY INTO STRUCTURE OPENING O 0 i oily 0oo / VO0 N�p g�7 a � C1 O 0 "Ig SEALANT (TYP) O � � S 11 0 j Q W 01 f F j 0 3 I J S � O N co s U�M C _ y L E i Y 5 °O a' nog WOOD STRUCTURES, CONCRETE OR MASONRY ApprovedWomLyhq WdW Fiolida Bu d' ��ooddoo__ Dcte 2 �1 Byc. �Lo 1 � 1 24,204 O UE OF drawing no. 18-96D 1111111 sheet 10 of 16 INSTALLATION CONDITIONS METAL STRUCTURES EQUAL LEG FRAME INSTALLATION [ORS R SPACING MIN. 3 SL METAL STRUCTURES SEALANT (TYP) WEEP HOLES WEEP HOLE METAL STRUCTURES TYPICAL ANCHORS: SEE ELEV. FOR SPACING METAL STRUCTURES 1/4" DIA. ULTRACON BY 'ELCO(Fu=177 KSI, Fy=155 KSI) •1/4" DIA. HIILJI KWIK-CON II (Fu-138 KSI, Fy-137 KSI) INTO WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 2BY BUCKS INTO CONC. OR MASONRY 3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 2" MIN. EMBED INTO CONCRETE (HEAD/SILL) 2" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) TYPICAL EDGE DISTANCE 1%4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) CONCRETE AT HEAD, SILL OR JAMBS f'c - 2730 PSI MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) C-90 FILLED NORMAL WEIGHT BLOCK AT JAMBS Pm - 2000 PSI MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING Approved a, =uplyi gWlth the Florida Bus dln Coda Date 1 13 240 N'OAR I-/oo1.N1 NvcJamiD aPradad Cantrcd By ��V c 0 Op $ 0 m V p pT e�T O'O0m 8 IL a 0 Oi N � N J 15O1 R�chf N yj J 3 g it N tl 10 EN s U .p M L E n O Q ^ M) 0 c r a c00 p �Eto, o� 70582 1, •�_ $ $ � k ,24,201&N fi RE OF drawmg n0. llTlot��. 18-96D MULLION AT FLANGE WINDOWS 1" x 4" x 1/8" thk. Aluminum Tube Mullion (6063-T6) (unclipped at ends) (Mull length = Wdw Height - 1") #14 Flat Head SMS See Sheet 1 For Spacing ­ Sealant O (tYp) MULLION AT FLANGE WINDOWS 1" x 4" x 1/8" thk. Aluminum Tube Mullion (6063-T6) (unclipped at ends) (Mull length = Wdw Height - 1") S14 MS Flat He See Sheet 1 For Spacing Sealant (tYp) l0J 3 THREADS MIN. 3 THREADS ENGAGMENT MULLION PERFORMANCE cmAND RD i1VS"r i.i.eTi0N MULTIPLE OPENING (2 OR MORE WINDOWS) MULTIPLE OPENING w/ 1 SCREW ON EACH SIDE OF MULLION (2 OR MORE WINDOWS) w/ 2 OR 3 SCREWS ON EACH SIDE OF MULLION (• = ADDITIONAL HOLES TO BE DRILLED BY TRIBUTARY WIDTH = W1 INSTALLER) MUIVION DESIGN LOAD CAPACITY - PSF TRIBUTARY WIDTH WINDOW HEIGHT EXT.(+) 24" 28' 30" 32• 36' 39" 40' 42" µ' 46' 48 52' 54" 150.0 150.0 150.0 150.0 12D.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 24' 28' 30" 32' 36' 39" 40' 42" µ' 46' 60' 150.0 150.0 150A 120.0 120.0 120.0 120.0 120.0 120.0 120.0 24' 28' 30, 32" 36, 39" 40' 42' 66• 150.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 MULLION DESIGN LOAD CAPACITY - PSF TRIBUTARY WIDTH WINDOW HEIGHT EXT.(+) tNT.(-) 24• 28' 30" 32" 36" 39' 72" 150.0 120.0 120.0 120.0 120.0 120.0 24" 28" 30" 32" 36" 37' 76" 120.0 120.0 120.0 120.0 120.D 120.0 NOTE: VALUES FROM CHARTS MAY BE INTERPOLATED BETWEEN SIZES MUIXION DESIGN LOAD CAPACITY - PSF TRIBUTARY WIDTH WINDOW HEIGHT EXT.(+) INT.(-) 18' 26-1/2' 37" a4• 56' 71' 38-3/8' 150.0 150.0 150.0 1sD.o 120.0 120.0 18' 26-1/2' 37' µ' g5' 50-5/8' 150.0 150.0 120.0 120.0 120.0 18' 26-1/2" 37' µ' 1• 150.0 150.0 120.0 120.0 18" 26-1/2" 37' 39" 720 150.0 120.0 120.0 120.0 18" 26-1/2' 37" 76' 150.0 120.0 120.0 ALL VALUES SHOWN ARE DESIGN PSF VALUES FOR D(T.(+) LOADS SHOWN ARE FOR SILL WITH WATERBAR ADAPTER. FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXT.(+) LOADS TO 60.0 PSF Approved as c PWRO Wlt"M Florida Ba di�C�ad�e Date -1.-�g NOA mi-i Pcadset Ca111to1 By 1 eE 170592� '' s 1 I },•' 124,2018! - o tTE OFF drawing no. �R�oP.• ���.` 18-96D 111111\1 sheet 12 Of 16 D PERFORMANCE VALUES OF UNCLIPPED MULLION ANCHORS EXT.(+) & INT.(-) TRIBUTARY WIDTH WINDOW HEIGHT 1/4' MAX. SHIM SPACE 3/6" MAX. SHIM SPACE 1/2" MAX. S®1 SPACE CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 6 CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF a CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 8 24" 28' 30' 32' 36" 48' 52' 107.6 150.0 150.0 89.3 150.0 150.0 69.3 138.7 150.0 92.2 150.0 150.0 76.6 150.0 150.0 59.4 118.9 150.0 88.0 150.0 150.0 71.5 142.9 150.0 55.5 110.9 150.0 60.7 150.0 150.0 67.0 134.0 150.0 52.0 104.0 150.0 71.7 143.4 150.0 59.6 119.1 150.0 46.2 92.4 138.7 S3.8 107.8 150.0 44.7 892 134.0 34.7 69.3 104.0 49.6 98.3 148.9 41.2 825 123.7 32.0 64.0 96.0 24" 28" 30' 32' 36' 40' 44" �, 96.8 150.0 150.0 80.4 150.0 150.0 62.4 124.8 150.0 83.0 150.0 150.0 68.9 137.8 150.0 53.5 107.0 150.0 77.4 150.0 150.0 64.3 128.6 150.0 49.9 99.8 149.8 72.6 145.2 150.0 60.3 120.6 150.0 46.8 93.6 140.4 64.5 129.1 150.0 53.6 107.2 150.0 41.6 83.2 124.8 58.1 116.2 150.0 48.2 96.5 144J 37.4 74.9 112.3 52.8 105.6 150.0 43.9 87.7 131.6 34.0 68.1 102.1 24' 28' 30' 32" 36' 40' 66, 88.0 150.0 150.0 73.1 146.2 150.0 56.7 113.5 150.0 75.4 150.0 150.0 62.6 125.3 150.0 48.6 97.2 145.9 70.4 140.8 150.0 58.5 116.9 150.0 45.4 90.8 136.1 66.0 132.0 150.0 54.8 109.6 150.0 42.5 E15.1 127.6 58.7 117.3 150.0 48.7 97.5 146.2 37.8 75.6 113.5 52.8 105.6 150.0 43.9 87.7 131.6 34.0 68.1 102.1 24" 28' 30' 32' 38' 72" 80.7 150.0 150.0 67.0 134.0 150.0 52.0 104.0 150.0 69.1 138.3 150.0 57.4 114.9 150.0 44.6 89.1 133.7 64.5 129.1 150.0 53.6 107.2 150.0 41.6 83.2 124.8 60.5 121.0 150.0 50.3 100.5 1 150.0 39.0 78.0 117.0 53.8 107.6 150.0 ".7 89.3 134.0 34.7 69.3 104.0 24' 28' 30' 32' 36' 76, 76.4 150.0 150.0 63.5 126.9 150.0 49.3 98.5 147.8 65.5 131.0 150.0 54.4 108.8 150.0 42.2 84.5 126.7 61.1 1223 150.0 504 101.6 150.0 39.4 78.8 118.2 57.3 114.6 150.0 47.6 95.2 142.8 36.9 73.9 110.8 50.9 101.9 150.0 42.3 84.6 126.9 32.8 65.7 98.5 ALL VALUES SHOWN ARE DESIGN PSF VALUES FOR EXT.(+) LOADS SHOWN ARE FOR SILL WITH WATERBAR ADAPTER. FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXT.(+) LOADS TO 80.0 PSF PERFORMANCE VALUES OF UNCLIPPED MULLION ANCHORS EXr.(+) & INr.(-) TRIBUTARY WIDTH WINDOW HEIGHT 1/4" MAX. SHIM SPACE 3/8" MAX. SHIM SPACE 1/2" MAX. SHIM SPACE allSM OF 2 CLUSTER OF 4 CLUSTER OF 6 CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 6 CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 6 18' 26-1/2' 37' 41' 56, 38-3/B" 150.0 150.0 150.0 150.0 150.0 150.0 130.1 150.0 150.0 137.1 150.0 150.0 113.8 150.0 160.0 88.4 160.0F125.4 98.2 150.0 150.0 81.5 150.0 150.0 63.3 126.6 826 150.0 15010 68.6 137.1 - 150.0 532 106.4 64.9 129.7 150.0 53.9 107.7 150.0 41.8 83.671" 51.2 102.3 150.0 42.5 85.0 127.5 33.0 66.018' 44' 150.0 150.0 150.0 127.1 150.0 150.0 98.6 150.026-1/2' 103.9 150.0 150.0 86.J 150.0 150.0 67.0 134.05037" 744 148.8 150.0 61.8 123.6 150.0 48.0 95.9 62.8 125.2 150.0 52.0 104.0 150.0 40.3 80.7 121.0 18" 26-1/2' 37' 44' 122.9 150.0 150.0 1021 150.0 150.0 79.2 150.0 150.0 83.5 150.0 150.0 69.3 138.7 150.0 53.8 107.6 150.0 59.8 119.6 150.0 49.7 99.3 149.0 38.5 77.1 115.6 50.3 100.6 150.0 41.8 83.5 125.3 32.4 1 64.8 97.2 18' 26-1/2' 37" 1 72" 107.6 150.0 150.0 89.3 150.0 150.0 69.3 138.7 150.0 73.1 146.1 150.0 60.7 121.4 _I 50.0 47.1 94.2 141.3 $13 104.6 150.0 43.5 86.9 130.4 33.7 67.5 101.2 IS' 26-1/2' 37' 76' 101.9 150.0 150.0 84.6 150.0 150.0 65.7 131.4 150.0 69.2 138.4 150.0 57.5 115.0 150.0 44.6 89.2 133.8 49.6 99.1 148.7 41.2 82.3 1235 32.0 83.9 95.9 NOTE: VALUES FROM CHARTS MAY BE INTERPOLATED BETWEEN SIZES TRIBUTARY WIDTH =- M YUWO SEE SHT 8 M Xor0 Xor0 CLUSTER OF 2. 4. OR 6 ANCHORS (SEE CHARTS ABOVE). ALL OTHER ANCHORS AS PER SHEET 10. �� 9 c a Z m o °. 0 b 0 IL I wit t 0 G1Np D O�� °'Sot rl, 0o< LL =N_ c1 IDoi t e 3 s� co � � N Ly 00 U O00 N o c � NI m -Y L N_j m MULLION ANCHORS Op ¢ v° <� g ADc_ ADJACENT TO MULLIONS AT HEAD & SILL o 0 ALL OTHER WINDOW ANCHORS 3 no o c AS PER SHEETS 9 THRU 11 WE !! Appm ed 0 comTAFm$'Wib 881 Plcada Bu'din Codo Deac NIA O 1 A-/Ool•" N iaBl�Dede Pm:uk dCE'60 BY1�/�_ pil,gy ''S ' , I 70M .. ' 24,2018 X TEOF fy� drawing n0. 18-96D PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS OF ALUMINUM BUCK INSTALLATION ANCHORS REFER TO SHEETS 5 & 7 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES WINDOW DIPS. ANCHORS AT IV O.C. ANCHORS AT V O.C. MOTH HEIGHT OOD/B CONC. 000 CONC. 36' 1213 150.0 150.0 150.0 ". 'I ' 7 0. I 4W 105.7 150.0 150.0 150.0 < Be 1002 142.1 150.0 150.o 60• 94.7 134.4 150.0 150.0 64' 97.9 139.0 150.0 150.0 72• 82.8 1175 149.0 150.0 Be 6s• 02.4 117.0 137.4 150.0 84' 78.0 107.8 126.6 150.0 He 70.5 100.0 1292 150.0 96• 71.8 101.E 123.0 150,0 10H• 60.3 85.5 111.9 150.0 112• 65.4 92.8 114.4 150.0 117' 615 87.3 1152 150.0 126' 825 88.7 111.1 ISOM 3s' 109.6 150.0 150.0 750.0 ALL VALUES SHOWN ARE DESIGN PSF 4e' 625 131a 150.0 150.o VALUES FOR EXT.(+) LOADS SHOWN ARE FOR Be' 885 1227 150.0 150.0 SILL WITH WATERBAR ADAPTER. FOR WINDOWS WITHOUT WATERBAR ADAPTER so' 84.6 120.0 150.0 150.0 LIMIT EXT.(+) LOADS TO 80.0 PSF Be 832 11&1 149.8 150.0 72• 822 116.7 14HA 150.0 80' 72' 80.7 114.5 1345 150.0 #14 SMS #14 SMS B4• 74.0 105.0 123.3 150.0 AT 6' FROM ENDS AT 6' FROM ENDS AND 24' O.C. MAX. AND 24' O.C. MAIL' 88' Bea 90.9 123.2 150.0 96' 89.1 98.0 118.4 160.0 108' S7.6 81.7 106.9 150.0 112' 823 88.4 109.1 150.0 117' 158.5 83.0 109.6 150.0 36' 102.1 144.8 150.0 150.0 IL 48• 85.4 12M 150.0 1 150.0 56' 793 1125 1427 150.0 v y 7 1=/t 60' 772 109.6 139.0 150.0 \ 84• 75.7 107.4 136.2 150.0 72• 74.0 105.0 133.2 150.0 y N B0' 76• 73.8 104.7 132.8 150.0 84• 732 1018 121.9 150.0 as' 673 95.5 123.4 150.0 4 .. '•. or 67.7 96.0 116.0 a CONCRETE 3000 P$1 •. •. 2BY WOOD BUCK 106' S&1 79.8 1842 747.e . BLOCK 1924 P51 a ' ,+• I ^i/4' DIA. ULTRACON OR OR WOOD STRUCTURES it 1/4' DIA N. CONC. 1-3/8' MIN. CONC. EMBED 2 1 2' MIN, 1-1/4' MN. BLOCK EMBED 1/4' DW. ULTRACON OR AT 6' FROM ENDS AND PIMIN 1/4' D01. KWIK-CON II 1s- OR 8' O.C. MAX. 1-1/2" MIN. EMBED SEE CHART FOR CAPACITY AT 6' FROM ENDS AND SE C B' O.C. MAX. SEE CHART FOR CAPACITY TYPICAL INSTALLATION DETAIL WITH CAN ALSO AT USED ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM WITH OPTIONAL WATERBAR ♦17 II pfill, 4253 94 ♦ ;;;!'Yij 065 •. ' :ppro-d.cam : N •70592 r � 1•I FlMidaB 'Id' ��&�� ,, �5$ Code • it _ •�� J 8 NOAi' 2 ) ^'® '. .S p 24.2019 II Miami '• L.9D3J O •. STATE OF NOTE: VALUES FROM CHARTS MAY B �i SOP'' S9�� S '••••••"' ••. BE INTERPOLATED BETWEEN SIZES ALUMINUM 6BUC1S OPTI 6os3-is OVER ^�Y ZONAL11�♦♦` �v r g e m J V PERFORMANCE INSTALLATION OF ALUMINUM VALUES BUCK ANCHORS 0 y ry M [•'• 01 Z Q d d laV O N r C � 4 O g y O to tt4l128' Q W of1µ•0 IONDOT DINS. ANCHORS AT 18' O.C. I ANCHORS A7 e' O.C. MOTH HFIGWT WOOD/BLOCE CONC. 001010T150.0 38• 4H• Be fi0• 64• 72' ew 84• go. 96' 108' 112• 117• 36' 150.0 150.0 150.0 150.0 150.0 150.0 124.6 150.0 150.0 112.8 150.0 150.0 128.7 150.0 150.0 109.6 150.0 150.0 114.6 750.0 160.0 107.6 150.0 750.o 75o.0 1015 144.0 150.0 150.0 3 150.0 150.0 150.0 130.7 IS&O I50.0 A 143.0 150.0 150.0 rl2A 7 135.8 150.0 150.0 7 140.0 150.0 150.0 133.3 150.0 150.0 3 ¢ 9r L3 Y % > LL it CV e) U E M _ 9 C +A' J 0 w O O - C3 p g 1r♦O r 36' 48' Bs• 60• 64• 72' BO• 84• He Or for 112' 117' 126• 144• 49• 150.0 150.0 150.0 150.0 146.0 150.0 150.0 150.0 111.0 150.0 150.0 150.0 98.7 140.0 150.0 150.0 111.0 150.0 1 150.0 150.0 925 1313 1 150.0 150.0 95.1 135.0 150.0 150.0 88.6 126.0 140.0 150.0 833 11&1 150.0 150.0 863 1225 148.0 150.0 74.0 105.0 MA 150.0 80.7 1145 141.3 150.0 76.4 108.4 i432 150.0 78.4 111.2 139.3 150.0 74.0 105.0 1332 150.0 36 48` Be 60' 84• 7Y gp• 84• e8' 96' 108' 112' 117• 12s' iµ• 131.6 150.0 150.0 150.0 118.4 150A 150.0 150.0 10&9 150.0 150.0 150.0 a - _ v O 95.7 735.8 150.0 150.0 108.7 150.0 150.0 150.0 87.7 124.4 150.0 150.0 89.4 126.8 148.9 150.0 83.1 117.9 138.5 150.0 77.s 1702 7423 150.0 SDA 113.6 1373 150.0 682 96.8 126.7 150.0 743 105.4 130.0 150.0 70.2 99.6 137.E 150.0 7tA to1.8 127.E tso.D 67.5 95.7 121.4 150.0 c m q c > 36' 42 8• s6' 60• gq• 72' 80' Be 88' 96' 108• 112' 117' 126• �• 112.8 150.0 15MO 150.0 98.7 140.0 15010 15o.O P o 9s.1 tlso 150.o tBo.o 94.7 134.4 150.0 150.0 O 1 9 5 O drawing no. 18-96D sheet 14 of 16 94.7 130.4 150.0 150.0 84.8 120.0 150.0 150.0 121.0 1421 150.0 78.9 112.0 131.6 ISO.. 0 71S 104.7 134.7 150.0 75.3 75.3 106.9 129.2 150A 83.8 905 119.4 150.0 6B3 983 t2t3 tsoo 653 92.7 122.5 150.0 ss.fi 945 tt8.4 15D.D PERFORMANCE VALUES OF ALUMINUM BUCK INSIALTATION ANCHORS EXL(+) & RR.(-) WINDOW Daf.4, ANCHORS AT IV O.C. ANCHORS AT 8' O.C. YOD'M I HFICIII DOD CONC. OOD/BIDFw. 26-1/2' 53-1/8' 9-11/18 108-1/4'-3/B• 111' 1,9-Ile 159-3/8' 150.0 150.0 150.0 130.8 150.0 150.0 1102 150.0 150.0 89.3 126.7 150.0 96.8 137Z 150.0 58.8 12&0 150.0 872 12J.7 1so.0 26-1/2• 53-1/8' 79-11/16 108-1/4' 1 11' 119-1/4• 159-3/8' 50-5/8' 150.0 150.0 150.0 150.0 121A 150.0 150.0 150.0 92.9 131.8 150.0 150D 72.8 103.3 1352 150.0 78.6 111.5 137.6 150.0 71.7 101.7 134.4 150.0 69.1 9B.0 125.6 150.0 26-1/2' 53-1/8" 8-11/16 108-1/4' 111' 119-1/4' 63" 150.0 150.0 150.0 150.0 110.1 150.0 150.0 150.0 842 119.5 140.4 150.0 8J.4 89.8 117.7 150.D 68.1 96.8 119.1 150.0 81.7 87.5 115.7 150.0 26-1/2' 53-1/B' 79-"/16" 106-1/4' 111' 72' 1369 150.0 150.0 150.0 -3 125.3 15&0 150.0 81.3 11&4 135.5 150.0 59.0 83.7 109.6 150.0 83.1 89.6 110.5 150.0 2B-1/2" 53-1/8' 9-11/16' 108-1/4" 111' 7V 1282 150.0 150.0 150.0 81.1 115A 14&1 150.0 73.8 154.7 1328 150.0 57.5 81.6 106.8 150.0 61.5 97.2 1 107.6 150.0 NOTE: VALUES FROM CHARTS MAY BE INTERPOLATED BETWEEN SIZES ALL VALUES SHOWN ARE DESIGN PSF VALUES FOR EXT.(+) LOADS SHOWN ARE FOR SILL WITH WATERBAR ADAPTER. FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXT.(+) LOADS TO 80.0 PSF ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 5 & 7 FOR WINDOW CAPACMES USE LOWER APPLICABLE VALUES. J14 SMS AT 6' FROM ENDS AND 24" O.C. MAX. #14 SMS AT 6' FROM ENDS AND 24' O.C. MAX. IL)1� IL'l1� �iIL�IArwT� !•il_N CONCRETE - 30DO PSI ' a'• 28Y WOOD BUCK .BLOCK = 1924 PSI n. I n OR WOOD STRUCTURES . 4 1/4' DIA ULTRACON OR 1/4' DIA KWIK-CON II 1-3/8' MIN. CONC. EMBED co 2 1/2' MIN. 1-1/4' MIN. BLOCK EMBED I 1/4' DIA ULTRACON OR - AT 6' FROM ENDS AND f 1 MIN. 1/4' DIA. KYBK-CON II 16' OR 8' O.C. MAX. 1-1/Y MIN. EMBED SEE CHART FOR CAPACITY AT 6' FROM ENDS AND 16" OR 8' O.C. MAX. SILLS CAN ALSO BE USED TYPICAL INSTALLATION DETAIL SEE CHART FOR CAPACITY WITH OPTIONAL WATERBAR ON ALL FOUR SIDEVUSING ALUMINUM BUCK SYSTEM ,c0- c m o � c 1 II IIII/ O 4253 70�b2s� .sob .065 S: BF•••. '_ C•I+ I o. 0592 -, Approved as m01wrthw S e 5 soo B Florida de= -a Se 24.2018, L- II Dote L.9o3J NOAA -0 '. STATE OF , drawing no. Mi6mI PlOdoett�rttal FtoR....#1`�.� 18-96D ALUMINUM 6BUCK OPTI NAL TCOVER By '���� 70NA ����� sheet 15 of 16 ) PERFORMANCE VALUES OF ALUMINUM BUCK ANCHORS AT MULLION JOINTS EXT.(+) & 04T.(-) TRIBUTARY MUTH WINDOW HEIGHT ANCHORS TIM WOOD OR HOLLOW BLOCK ANCHORS INTO CONCRETE ASTER OF 2 CLUSTER OF 4 CLUSTER OF 6 CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF !- 1. 28' 32' 36' 39' 40, 42' 44' 46' 48' 52' 54' 65.8 131.6 150.0 93.3 150.0 150.0 56.4 112.8 150.0 80.0 150.0 150.0 492 98.7 148.0 70.0 140.0 150.0 43.9 87.7 131.6 62.2 124.4 150.0 40.5 81.0 121.4 57.4 114.9 150.0 39.5 78.9 118.4 56.0 112.0 150.0 37.6 752 112.8 53.3 106.7 150.0 35.9 71.8 107.6 50.9 101.8 150.0 34.3 68.6 103.0 48.7 97.4 146.1 32.9 65.8 98.7 46.7 93.3 140.0 30.4 60.7 91.1 43.1 862 129.2 24' 28' 1. 36, 39' 40' 42' 44' 46' 60' 59.2 118.4 150.0 84.0 150.0 150.0 50.7 101.5 150.0 72.0 144.0 150.0 44.4 88.8 133.2 63.0 126.0 150.0 39.5 78.9 118.4 56.0 112.0 150.0 36.4 72.9 1093 51.7 103.4 150.0 35.5 71.0 106.6 50.4 100.8 150.0 33.8 67.7 101.5 48.0 96.0 144.0 32.3 64.6 96.9 45.8 91.6 137.5 30.9 61.8 92.7 43.8 87.7 131.5 24' 28' 32' 36' 39' 40' 42' 66' 53.8 107.6 150.0 76.4 150.0 150.0 46.1 92.3 138.4 65.5 130.9 150.0 40.4 80.7 121.1 57.3 1145 150.0 35.9 71.8 107.6 50.9 101.8 150.0 330 662 99.4 47.0 94.0 141.0 32.3 64.6 96.9 45.8 91.6 137.5 30.8 61.5 92.3 43.6 87.3 130.9 24' 28' 32' 36' 39' 72' 49.3 98.7 148.0 70.0 140.0 150.0 42.3 84.6 126.9 60.0 120.0 150.0 37.0 74.0 111.0 52.5 105.0 150.0 32.9 65.8 98.7 46.7 93.3 140.0 30.4 60.7 91.1 43.1 86.2 129.2 24 28' 32' 76, 46.7 93.5 1402 66.3 132.8 40.1 90.1 1202. 56.8 113.7 35.1 70.1 105.2 49.7 99.5 �1�49.236' 31.2 62.3 93.5 44.2 88.4 PERFORMANCE VALUES OF ALUMINUM BUCK ANCHORS AT MULLION JOINTS EXT.(+) & INT.(-) TRIBUTARY WIDTH WINDOW HEIGHT ANCHORS INTO ROOD OR SO MAW BLOCK I ANCHORS INTO CONCBETE CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 6 CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 6 18' 26-1/2' 37' 1. 56" 71' 38-3/8' 123.4 150.0 150.0 150.0 150.0 150.0 93.8 150.0 150.0 118.9 150.0 150.0 60.0 120.1 150.0 85.2 150.0 150.0 50.5 101.0 150.0 71.8 143.3 150.0 39.7 793 119.0 56.3 112.6 150.0 31.3 62.6 93.9 44.4 88.8 150.0 18' 26-1/2' 37' 44' 50-5/8' 93.6 150.0 150.0 132.7 150.0 150.0 63.5 127.1 150.0 90.2 150.0 150.0 45.5 91.0 136.5 64.6 129.2 150.0 38.3 76.5 114.8 54.3 108.6 150.0 18' 26-1/2' 37' 44' 75.2 150.0 150.0 106.7 150.0 150.0 51.1 102.1 150.0 72.5 144.9 150.0 36.6 73.1 109.7 51.9 103.8 150.0 30.8 61 Z 92.3 43.6 87.3 130.9 18' 26-1/2' 37' 72. 65.8 131.6 150.0 93.3 150.0 150.0 44.7 89.4 134.0 63.4 726.8 150.0 32.0 64.0 96.0 45.4 90.8 136.2 18' 26-1/2' 1. 76' 62.3 1 124.6 150.0 88.4 50. 10 150.0 42.3 84.7 127.0 60.1 120.1 150.0 30.3 60.6 90.9 43.0 86.0 129.0 ALUMINUM BUCK ANCHORS ADJACENT TO MULLIONS AT HEAD & SILL ALL OTHER ALUMINUM BUCK ANCHORS AS PER SHEET I ALL VALUES SHOWN ARE DESIGN PSF VALUES FOR EXT.(+) LOADS SHOWN ARE FOR SILL WITH WATERBAR ADAPTER. FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXT.(+) LOADS TO 80.0 PSF TRIBUTARY WIDTH = WI-1-M -- -� 1%4 YU1L101 SEE SHY 12 Xor0 XorO OF 16 I I . I STER OF 2. 4. OR 6 ANCHORS (SEE CHARTS ABOVE) ALL OTHER BUCK ANCHORS AS PER SHEET 15. NOTE ALUMINUM BUCKS ARE SUPPLIED WITH CLUSTER OF 2 (1 SCREW HOLE PER SIDE) STANDARD. EXTRA HOLES MUST BE FIELD DRILLED IF REQUIRED. i q co NOTE: VALUES FROM CHARTS MAY BE INTERPOLATED BETWEEN SIZES a V Fyn �H 0 it Ir FI 'da dm caR�lyin7ly{ly mo FlorideB M_- # -0 . h Da1c ByBy ............ .70M '•_ 24.2018' -- ' AIE� � lV�: drawing no. 18-96D