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HomeMy WebLinkAboutProduct Approval - Fixed MIAMI-DADE MIAI%H-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 T BOARD AND CODE ALMEWSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadesov/economy PGT Industries,Inc.v e 1070 Technology Drive North Venice,FL 3427.5 SCOPE: : ' This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The docuinentation-,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(A14J). This NOA shall not be valid after the expiration date stated below.. The Miaini Dade.County Product Control Section(In Miami—Dade County) and/or the ATE:;(in areau.,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 suchtesting and the AHJ may immediately revoke, modify, or suspend the us;e of such product or mateiial 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 ineet 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 Hbrr card;Zone.- . RESCMWI1ON. Sehbs-"PW-701/720/820" Alniminurn Fixed Window-L.M.T. APh IWYAL IiDd1C*A NT: Drawing No. IVID-720-820.1,titled"Fixed Window Installation Guidelines", sheets 1 fl"u l 1'.of l;l ,dated 04112/13,with i evisior,E.dated 05/05/16,prepared by manufacturer, signed and sealed by Anth6iay Lynn Miller,P.E., baaring 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 IAPAC'1„ G:'La ge aiad'Small,'fissile Imp«et Resistant t: LABELING: Each unit shall bear a perrnanezA label with the mane factiirer`s name or logo, city, state, model/series, and following statement: "Miami-Dade-CcuptyProduct.C;:antxol Aliprovec3.", unl€ss offierwise noted herein. - RENEWAL of this NOA shall be considered-.:after a xeiiewal application has•beeh filed and there has-been no change in the applicable building code negatively:.afetirig the,perfor�riar=ce:'eiiisF�'educt. TERMINATION of this NOA will occur afle the expiration date or.if diere has'been a revision or change in the materials,use, and/or manufacture of the product dr process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any Diller ptiitioses shall automatically terminate this NOA. Failure to comply with any section'of this NOA sliall;be cause fog termination and removal of NOA. ADVERTISEI Y,P.N[' -`l',6:,1.,OA-number preceded by the words Miami-Dade County, Florida, and f0llotvec3:by the expiration'date may be displayed'ixi advertising literature. If any portion of the NOA is displayed ,then it shall-be::Tone in its entirety. = INSPECTION: A ctEpJ? of,this, entire NOS. 4iall'Fie•provided to the user by the manufacturer or its distributors and shall:l;e available'-for Inspection at the j ob site at the request of the Building Official. This NOA revises-NO%A#.S5-Q528 6 an3 con_sists or tris page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted doounieiita:ti6n,was reviewed-by tM<;.t x uel Perez,F.F1`,,.,. A. :L... . 11OA N6,:16-0619.14 MIAMbDABECO•MLiNTY Expirritiai I14te: February 19,2019 -1 J2q 16 Approvai;Date:,August 04;2016 Page 1 PGT Industries,Inc. lolOIkE OP ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. . _. Manufacturer's.die,drawings and sections. '(Submitted.under NOA No..034..05.01) 2. Drawing No. NID-720-820.1, sided."Fixed Window Installation Guidelines sheets 1 through 11 of 11, dated 04/12/13,,with .revision B dated .05/05/16,,,;piep4red by manufacturer, signed and sealed by Anthony Lynn Miller„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 PVC sliding glass door, a.:PUC,fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS Spacer:system; Duraseal® spacer'system, Super Spacere NXTTM spacer system and XL ]Edge°rMrspacer'Syrtem at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test._Reports No..: FM-8717, :FTL-8968 and FTL--8970, dated 11/16/15, 06%07116 and>0 /02/.16 respectively;.all.signed and sealed by Idalmis Ortega, P.E. 2. Te'st repoA9.01j:>1)'Air Infiltration Test.per FBC,TAS 202-94 2):Unifozcn Static Aix Pressure Test, Loading per FBC, TAS 202-94 3)Watei'Resi'stane'e•Test,per FBC, TAS 202-94 4)Large Missile.Innpaet Test per:FBC;TA,'�201�94 5) Cyclic Wind.Piessure Loading per FBC;TTAS 203-94-., 6) Forced•Eniry Test,'-per F'BC:241 f.3.2.1,and`,1AS 202-9.4. Y along with marked-up drawings and installation diagram"of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7212, dated 03/21/13,signed aid sealed by Marlih'D 'Brinson,P.E. (Submitted under NOA No. 13-0502:03) 3. Test reports on: 1)Air Inf lliation Test;per FBC, TAS 202-94 Uniform'Static'Alr`Pressure Test, Loading per FBC,TAS 202-94 Water:Resistaiace Test,per FBC, TAS 202-94 '.4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wiiid'P essure Loading per FBC, TAS 203-94 alting with marked-up diavvings'and:nstallation diagram of an aluminum fixed Windows prepared by Fenestration Testing Laboratory,Inc., Test Reports No. FTL=385`ahjF.T ,_-3856,-datea'.07/19/03 and 07/31/03 respectively,all signed and sealed-by;Joseph C Chi h 'P:E,` (Submitted uia'der 1VOA No 03 Y10 <01) Man el Pe ez,P.E. Product•Co trol aminer NOA . 6-0629.14 Expiration Date: ]February 19,2019 Approval Date: August 04,2016 PGT Industries,Inc:: .,.:,,.,.NOTICE OF ACC -PTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis;complying vitli'FBC-5�' Edition (2014), dated 05/20/I5,prepared by manufacturer; signed and` ealed by Anthony Lynn Miller,P.E. (Submitted under previous NO 'No. 15-0528.26) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1., Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice`of-Acceptance No. 14-09116.10 issued to Kuraray America,Inc.for their "Ktika"kayButaciteO PVB Glass W6t layer" dated 04/25/15,expiring on 12/11/16. 2. Notice'of Acceptance No:. 14-0916.11 issued to Kuraray America,Inc. for their "KuraraySentryGlas@"(Clear"d -hite)"Glass Interlayers"dated 06/25/15, expiring on 07/04/1'8. 3. TREMCO Part No. TR-14271E BPDM exterior glazing'gasket;complying with the following: a) ASTM C864 Specificatioff for Dense tkistomeric Cgmpres§ion Seal Gaskets, . Setting Blocks, and Spacers.wA.,Option`11 ejcceptioiis: b) ASTM D412 Standard Te_si Methods for Vulcanized Rubber`and Thermoplastic Elastomers Tension of 1600 PS1. c) ASTM D395B•Test Methods* for Rubber Property—Compression Set for 22 HRS Y 158°F. d) .`A.STM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber aud'i'hermoplast c' Elastome'rs of 143 lb/in. Manuel Pe , E. Product Control am er c NOA No.1 4.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 ..2 PGT Industries,Inc. i NOTICE OF ACCEPTANCE; EVIDENCE SUBrvHT.TED F. STATEMENTS 1. Statement letter of conformance;.complying with FBC-511 Edition (2014), dated May 20,2015,issued by manufacturer;:signed and sealed by Anthony Lynn Miller,P.E. (Submitted utider previousNOA No. 15-0528.26) 2, Statement,-letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed,and sealed by Anthony Lymt Miller,P.E. ,(Submitted underpreviousNO,4.Nov 15-0528.26) 3. Laboratory compliance letter for Test, Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson;P.E. (Fi0mitted•under previo,us NOA No. 13-0502.03) 4. Laboratory compliance letter for:Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively;all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) 5. Proposal No. 16-0125 issued by the Product.Control Section, dated March 09,2016, signed by Ishaq Chanda, PE -... -•_ G. OTHERS 1. Notice of Acceptance No. 15-0528.26,,.issued to PGT Industries for their Series"PW- 701/720/820"'Aluminum Fixed"V Widow—L.M.I."approved on 07/09/15 and expiring on 02/19/19. bwwx ja,_12 Manuel a E. Product Contr Eza iner • NOA No. 6 629.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-3. . STANDARDS USED: GENERAL NOTES:SERIES 720/820 �2014 FLORIDA BUILDING CODE(FBC),5TH EDITION DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW :ASTM E1300-09 VARIES, RATED FOR LARGE 8 SMALL •ANSVAFBPA NDS-2012 FOR WOOD CONSTRUCTION SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO � �" •ALUMINUM DESIGN MANUAL,ADM-2010 COMPLY WITH THE REQUIREMENTS OF THE FLORIDA _ _ •AISISlOO-07/S2.2010 BUILDING CODE,INCLUDING THE HIGH VELOCITY - 48'TIP-TO-TIP WIDTH HURRICANE ZONE(HVHZ). 47'BUCK WIDTH 48"BUCK WIDTH' 48'BUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-1/4"VISIBLE _ 45-1/4'VISIBLE 45.1/4"VISIBLE PRODUCTREV)SED WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS - LIGHT WIDTH T LIGHT.WIDTH ,T LIGHT WIDTH ss ildlug mB Wi1b On Florida ��I 6'MAX• F.SHEET B 2'MAX. Bu0Jta8 N /�� INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD _ B,SHEET 6"MAX, D,SHEET 7-I L tme°N°�� 2'ql-`{-C{ LITE(CAP)MUSTTEMPERED. i H SHEET9 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, �USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY i RO&Xt ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS A C E,SHEET E,SHEET WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY =: . A'- I 95" c 'r SHEET 7 G,SHEET 9 I G. HEET 9` -- UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR•TYPE. SHEET B SHEET 8 BUCK SHEET 7 _ 96' a 4)ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE I - HEIGHT I - BUCK i ___ _ m JR-05/05/18-ADDED SHEET 11 CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE r -_-- HEIGHT > OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. '� 92-1/4' f - T / 93-1/4" WITH SPACERS 8 MOVED PARTS_ WOOD BUCKS DEPICTED AS 2X ARE 1-12'TRICK OR' :12"MAX•' / VISIBLE 12-MAX. 93.1/4' VISIBLE GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE b.c. I !' / LIGHT O.C. I / VISIBLE 5"MAX. I / LIGHT DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT �T.} LIGHT O.C. HEIGHT STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS T I / 98" -I I / HEIGHT T I / BUCK 06, m y m THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR i TIP TO' i UJ a HEIGHT U) -a ARCHITECT OF RECORD,(AOR). TIP - >_ •- v O 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE - i HEIGHT I >_r al°O O C> BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF O(N N o SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED �. O r,tj _d LU -� N ON ALL FOUR CORNERS OF THE FRAME INSTALLATION_ - I I' 0-j N J o Z �6 ~ ANCHORS SHOULD BE SEALED.OVERALL - ', LL. 0 SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF F,SHEET 8 Z LL_- W ° -6" B-�-{ .�-+-- 12'MAX o c =6` �D--�I I-"- V.nnAx,o.c., q. I =Lli INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND• MAX SHEET 6 - Mom• .,SHEET 7 2°MAX � H,SHEET 9 II_— (U U O m co 5 'ON THE SCOPE OF THESE INSTRUCTIONS. - - - I • i' ._ 5'-MAX.O.C.-. HW..Z U' axa 74 HIM,S ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME.' TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION _ o 0 r Z z0 Lcdk16N WHERE THE PRODUCT IS NOT FLUSH TO THE- -ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT)' .' - :(TESTED UNIT) Z a:Z O SUBSTRATE.USE SHIMS CAPABLE OFTRANSFERRING p ? APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE - - ` I UI - SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON .FIGURE 1:- - J - THEM BY THE WINDOW. - ' 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK F W -. GUIDE TO SHEETS: _ :- IawS - .'.'_ 2b m z AND OBTAINING DESIGN PRESSURES FOR THAT.BLOCK,SIZE FROM THE TABLES ON SHEETS ® � 7)DESIGN PRESSURES: -:- GENERAL NOTES....................1 ANCHOR SPACING TO BE 6'MAX FROMCORNERS AND 12"O.C.MAX FOR ALL CURVED FRAME z W N A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE ELEVATIONS......................:..1:%.:1 - _ MEMBERS,SEE FIGURE 1,THIS SHEET, : H-• TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS...................._.25 - O Z E1300. = ' '-i DESIGN PRESSURES..................25 12'O.C. WIDTH -�{ 4 °OZ'S B.POSRIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.....:.:..:..8- MAX. f'�_—WIDTH--�'� {�-1'VI�TJi'�-I I- WIDTH I' _ LL Z J PRESSURE,STRUCTURAU CYCLE.TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.,.....7 - / T r T. , T r T r , O 3. N N ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT,FIN A......:::..8 ' / I I i "I. I I I I uj W W t`m INSTALLATION,INT.FIN B....__:..9 - I I_ I G o .W Z .....-. '. �j' - 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY....-..........i.10. _ r `_ = LL MM!, DESIG NEDTO RESISTTHE WINDLOADS CORRESPONDING EXTRUSION PROFILES.......__.....11 M � I Ig! TO THE REQUIRED DESIGN PRESSURE.THE 33.1/3%STRESS PARTS LIST.......... 1 L J i L- -J INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR " ' I~_—_-WIDTHy( .Imo-WIDTH-�-{' Imo-WIDTH�I I�WIDTH--{ \\\\\ Ny LyN TABLE 1: - _...,�' - - 0_ _ r 1NTHE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT SheetT COME INTO:CONTACT WITH OTHER DISSIMILAR MATERIALS TYPa Description:SHALL MEETTHE REQUIREMENTS OFTHE FLORIDA o BUILDING CODE FOR CORROSION RESISTANCE. 1 7/18'Leml 3l16'An-.090'PVB-3118"HS •. 2 ru M 'r' ww2 7/16"LanO 311S. ,OBQPVB-3l16"HS 2l 9)REFERENCES[TEST.REPORTS FTL-3835.385087212; 3 1-1116'Laml.IG3/16"T-7116'Air-311EAn-.090'PVB-3116'HS 3 1 � 1L J ELCO ULTRACON NOA;ELCO CRE tEFLEX NOA;ANSUAFSPA 4 1-1/16'Laml.IG 16"T-7/18'Alr-3/16"HS-.090'PVB-3116'HS 3 g�o NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN 5 7/16'Lemi /t6'An•.090'SG-3l18'An 4 f" WIDTH —I �-_WIDTH'-�{ F--WIDTH+I f^-WIDTH-�{ ,��'., STATE OF 6 MANUAL. .. 6 7/18'LaM3116'HS-,o9o•sG-3Hfi'NS q -(-�--- ----1 TF - �Ir —, Tr— — �i��ps'�10RIDA,.••'-�r� � 10)THE 720 SERIES USES A PVB.INTERLAYER,THE 820 7 1-1l18'Laml.Ki 16'T-7/16"Air-3116"An-;090'.SO-3116'An 5 I I �/ I �/ JO'•""' SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES 8 1-1/16-Laml.10 16"T-7116"Ali-3116"HS-.ODV SG-3116"HS 5 O r, I o I EliP I MAY ALSO BE REFERRED AS THE 701 SERIES. "SG'-'KURARAY SENTRYGLAS INTERLAYER'BY KURARAY AMERICA,INC. = x I x I I 'PVB'='KURARAY BUTACITEO PVB INTERLAYER'BY KURARAYAMERICA,INC. 1 i 1 1 A LYNN MILLER,P.E. - i P.E.N 58705 t ill t r t ' r� n TABLE 2: Window Design Pressure(+F,psf)forGlass Type 1 Lon9 Side(in) 7/16"LAMINATED .. 87-718 72 78 80 64 88 92 96 10D 104 109-112 GLASS STACK 30 +I.80 +1-80 */•80 +/-80 H50 +1.80 +1-80 +/-80 +I.80 1 +1-80 +I50 32 7 +150 +1.80 +/-80 +/-80 +150 +1410 +/430 +/-80' +/.80 +/.80 +1430 .090'PVB INTERLAYER 34 +1-80 +1.80 +1-80 +1-80 +/30 +1-80 +1.80 +/-80 +/-s0 +/-79.8 +/-79.4 36 +l-so +1480 +1.80 .1-80 +/.80 ./-80 +1-79.7 +1-77,2 +/-75.1 +/.73.4 +1-72.2 3116"HEAT STRENGTHENED GLASS PRODUCT REVISED 38 +/410 +I50 +/-80 +1410 H80 .+1-7&1 +/-75:2 +1.7Z5 +1.70.3 +158.5 +/4i8.3 3/18'ANNEALED GLASS" us cempl*8 with W Florid', -40' - +18 +/J;0 :i 0 */-79.8 +/-77.2 +1-74.3 +I.71.3 +1579 1-65.1 +1.83.4 +IS1.6 4 - Building Cock _ '42 H-80 +!•80 +1-80 +1.77.4 +I.74.3 M-71.3 .+/.88.2 +1-64.7 H81.6 +/•59.8 +158.2AocepW -!•LJ 19 .44 +150 +/410 +/-78.9 +1-75.4 +1-7Z1 +1.68.9 +1-65.6:- v/-622 +159.7 +IS7.5 USED AT CURVED ILIUl1 I 46 +1A0 +150 +1-77.2 +/-73.6 +/-70.1' -+/-8&8 .1-63.6 +f-8O3 +1-67.7 FRAME MEMBERS ONLY 28 5/8' I-.i- LONG SIDE 'py m '•48 +/_80 y_79.3 +1-75.6 +f-71.9 +158.3 '+1-64.9 .s1.61.5. .+f5&2" D.C.@11-7/8' MAX - GLASS SITE N.1' epsudud C.ort 50, +1-80 +1_77.5 +!-T4.1 +l-70.3 +/E6;7 +1.831: ,+/59.7. - - 1-3 g 52 +1-79.1 +/-75.6 +/-72.4 +158.8 +1-m1 +17•815 SHORT ¢ fD 54. +1-TL4 +1.73.8 +1-70.5 +/•87.3 +I-ns 58 +1-7&8 +1-72 +I48.6 +I-65.3 _ EXTERIOR SIDE - - _ 58 +/-742 +1•70.3 +/.86.8 20 - 13 .: m 60 +/-727 +1$8.7 +155 62 +1-71.2 .I87.1 GLASS TYPE 1 84 .+159.7 +1.65.5 1 LONG SIDE 88 +/-�3 - _ - NOTES: W 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO.DETERMINE THE BUCK DIMENSION. - SHORT �j > a (p •Nb 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE i� Of " 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW.SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN._ L - ❑ uOjco o aloa O co - - TABLE DIMENSIONS MAYBE ._.co m w N .. OLL W LL � z ,(8. ENTED,VERTICAIlYOR ORI� uxo�0 ,❑�. HORIZONTALLY AS SHOWN� Z �- W � TABLE 3: - _ Lj 1-Z m O U 13N0 Window Design Pressure(+},H9f)for Glass Type 3:. , o> 00 z D_z Long Side(fn i -- - F- W 67.7/8 72' 76 80.' 84 88 92 98 100 10-0 109-112 1.1116'NOM. 7/16"LAMINATED m O 30 +1.00 +1.80 +IAO .M-80 +1.80 +150 +1-8D +/AO +1.80 +1-00 +1-80 GLASS STACK GLASS STACK - < )` 32 *1-60 +1-80 +1-80 +I50 +I50 +1-80 +/_80 +/-80 +1-80 +1-80 +/-80 _ - F 34 *I-80 +l�0' +1410 +/410 +1-80 - +I-80 +1-80 +/•80 +/_80 +150 +/50 ,. -• 3/16'HEAT I SHORT I _ $ U) w 1"Lls 36 H410 +150- +l$0 +1-80. :1$O• +1-80 +1-80 +/50 +I50 +/410 ,+/-80 3/16'TEMPERED GLASS STRENGTHENED GLASS -�{ SIDE f ® �`+ z Ix 38 +/-80 +1110, '+1-80 +/-80 +/.80 +1-80 +1-W +1-80 +1.79.4 +/176A +f-74.3 _ 3/16'ANNEALED GLASS-' 40 +1-80 +/-80. +/-00 +1.80 +1.80 +1-80 +/-80 +/-76L7 +/-73.5 +f-70.9 .+/_69 7/16"AIR SPACE .090'P,VB - O W Z 42 +1-80 +1-00': +1-80 +1.80. +1.80 +I$0 +/-77 +/-731 +IS9.6 +L68.9_ +1-65.2 t1 INTERLAYER ¢ Z K 3153E 44 +I50 */-80 +1480 1 +A80. +/-80 +/•77.8 +1-74.1 +/-70.3 +1A7.5 +153.9 - - - _ p z a- v 48 +I-80 +1180; +1•80 :IAO +1-79.2 +l-7&4 +/-71.7 +/-6&1 +/55.1 :-- S LONG F t;cp 48 +1-80 +/410 +l-00 +1410 ,t1-77.2 +/-733 +/,8g,5 +/Sg6 W USED SIDE �i 50 .+1-80 1 +/-so +1-80 `.+(-79.4'S -1-75.3 +/.71.3 +1.87.5 FRAME MEMBERS ONLY 29 5/8' • O X W da Q 52 +I50 +l-80 /-80.-- i I-T7.7 `+1-73.5 +/59.5 -Q 1{-7/8'O.C.MAX. GLASS BITE - - - I LL, ❑ 54 +1-80 +f-80 _+/79 6 -+1-76 +/-71.8 13 -tIIL e111 'asap salsas 56 +1410 +/410 +/77 5 +/73.8. _ 58 +I50 +/-79,4• .+175.4 _ EXTERIOR 80 +I$0 +1.77.8 +I-73.5 - 62 +1.80 +/-75.8 .. 21 13 ` "SHORT ' 64 +l-7&8 +l-74 68 +1.77.2 GLASS TYPE 3 67.718 +1.74.9 ' NOTES: .- - - - t, \6 1 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. - _- (�� b 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. '' - W 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. '`• A.LYNN MILLER,P.E. P.F-#58705 IJ TABLE4: :. Window Design Pressure(+l-,psQ forGlass Types 2&4 LonO e m . 87-713. 72 78 80 84 88 92 98 100 1U4 109-42 112 116 120 124 128 13Z 135 140 144 , 30 +ISO' +ISO +!$0 +/SO +1-80 +ISO +1-80 +1-80 +1-80- +/-00 +/-00 +1-80 +1-80 +1-80 +1-80H-80 +1-80 : +ISO +I-00 +lSO - 32 +/SO ♦l-80 +1-80 7740 +1-00 +1-80 +1-80 +/.80 +/-0O +/•80 +I-00 +J-00 +IbO +/-80 -1-80 +/-00 +1-80 +1-00 +IAO 34 *1-00 +f$0 +/$0 *ISO +/-60 +/S0 */.80 +lSO a/SO _+/.80 +1-80 +/-60 +1-00 +1-00 +/-00 +!-00 +/-80 - PRODuar REVISED _ 38 +l-00'• W-80 d-80 +1.80 +1-00 +/-00 +/-00 +/-80 +/-00 _ +1-80 +/80 +I-00 +1-80 *1.80 +190 N-80 as wmply/n8 with dtO Pl°Hd° 38 _-+1-80' +1-60- +1-80 N-00 +1-80 */.80 +l-00 +1-80 : +/-00 +1.80 +I-00 +!-00 +l$0 +/-00 B'c-Cad�., Q .. 40 _ .+J.80'. +1-8.0 +ISO +/$0 +ISO +1-80 +1-80 +/-80 +1-80., '+ISO +!-00 +1-80 7 Pi- 1 42- +ISO a!-00 +ISO +ISO +1-00 *ISO +l-00 - +fSD +!-09 +lSO *ISO - `_ 44- +/-80'-. ._+1$0 i1S0 +/SO +ISO +/SO *1-00_ +/-00 +lSO_, +/,80 _ By t&9TlRd m 46 +l$q v- _+/_gp +/S0 +/SO +1-80 +/-80 +1-80 �41k- O ;+ISO Miami $� . v 48' +ISO _N-80__ +1.80 +1-80 +1_80 +l$0 +l$U 0_ _Y 7-:50 -+!S0. ._+1-8U +ISO +/-00 +/-80 +1-80 +/SO - _ -+ISO +ISO .+1.80 +/-00 +/-80 .+/-79.1 P 52 [ . . m . 754 56. +ISO... +ISU, +7S0 N-79.1 58 - - u +ISO,,._ � +l-00. '+F79.3 . .. .. 'm .. +ISO.. - +ISO .-. .-&4 +ISO +ISO _ - _ .66 +/SO _ - - __ m 67-7/8 +/-80 '. L L NOTES: � ,•,tea . ;1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT I'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. V N .--: -"' :2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ' � r � :a' aia0 N - 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE 7ASLE:ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. - _. cy r` o: C Jc� O LU ', 04 •fit W Z o� co c 7) oN :: . .. .. .. .. - _ TABLE DIMENSIONS MAY BE Z S ORIENTED VERTICALLY OR Z O - 11/16"NOM. O GLASS TACK ro rn N 7/16'LAMINATED GLASS HORIZONTALLY .� LL O O _ ill fl,Z GLASS STACK - - LOI G �.090"PVB INTERLAYER_ - 3116"TEMPERED GLASS 3/16"HEAT STRENGTHENED GLASS. SIDE 3/18°HEAT _ 3/,76'HEAT STRENGTHENED GLASS LONG SIDE H ~ -3/16"HEAT STRENGTHENED GLASS STRENGTHENED GLASS;" - 7/76'AIR-SPACE .090'PVB INTERLAYER,- �y ® lL laays z j. N 4 11 yI 11 SHORT O co Z USED AT CURVED -.�L 5 SIDE SHORT Ul B°'s FRAME MEMBERS ONLY USED AT CURVED _ + SIDE " Z ®11-7/8'O.C.MAX. 29 518" `FRAME MEMBERS ONLY 29 :5/8"' J— _ 0 n• O O GLASS BITE' ®11-7/8"O.C.MAX. GLASS BITE '- Z n m 1.3 1-3 w fn 2i EXTERIOR EXTERIOR �-- LONG SIDE �i EL o a a a20 13 Gj 7s-78 21 13 algl •osad seas GLASS TYPE 2 - GLASS TYPE 4 SHORT LONG SIDE .SIDE.. .. SHORT SIDE I A.LYNN MILLER,P.E. P.E1l 58705 I r TABLE 5: Window Design Pressure(+F,psf)forGlass Type 5 Lang Si (in) 7116"LAMINATED 67.718 72 __76___F 8t1 84 88 1 92 g6 1 100 104 109-1/2 GLASS STACK 30 +90-125.4 +901A211 +90/-115.5 +90'-111.5 +901.108.5 +901.106 +90.704-5 +90-103.5 +90-1025 +90f-100,7 +90-97.9 - 32 +901-116.9 +90.110.8 +901.1,Z +90'-101.6 +90-98.7 +901-95.7 +901-923 +90.90.6 +gw-90.3 4U9.9 +/$9 - .090'SG INTERLAYER ,, - 34 +901-108.9 +901-103 +901-988 +90-95.1 +901-91.8 +l-882 +1.84.4 +1-81.5 +/$0.1 +1-79.8 +1-79.4 3116"ANNEALED GLASS .... 35 +90-1028 *90.97.1 +90/-928 +/-W.9 +/$5.5 +l$26 +/-79.7 +1-77.2 +1.75.1 +1-73.4 +/-722 3/16"ANNEALED GLASS PRODUCT RSVISBD 38 +901-98.4 +90-922 +1-86.7 +1,83.2 41.80.7 +/-78.1 +/-75.2 +/-725 +/-70.3 +l$8.5 +/-66.3 - as cea.plyivg wifLtlro Florida 40 +90-94.6a/$8.2 N$26� +l-79.8 +7.77.2 +/-74.3 +l-71.3 +/$79 a!$5.1 +l$3.4 +1$1.6 - - 4 11 .. B,� �� 42 +901-91.3 +1-84,7' +l$0:7 '+1.77.4 +/.74.3 +I.71.3 +f-68.2 +1.64.7 +I$1.6 +159.6 +/5B.2 �, - A=tan No USED AT CURVED _ -'. DNo 44 H$83 +!$2A +/-78.9 .+1.754.:. .+/-721 N$B.9 +/$5.8 +/$22 M59.7 a157.5 FRAME MEMBERS ONLY 29 5/g+,_ .'.,.,:„ ' 48 +l-85.4 +/.80.8 +l-77.2 -+/•73.6 :*/-70.1 *l-66.8 +/$3.5 +/$0.3 NS7.7 @.�1-718"O.C.MAX GLASS BITE. L'ONG SIDE'. By ' _v 48 +1-827 .+1•T9.3 +l-75.6' +l-71.9 +/-68.3 N$4.9 +/$1.5 +/582 -' •• •- N4ami Product rn 50 +1$0.9 +1"•77.5 +/-74.1 +l-T0.3 +/-68.7 +l$31 +/59.7 - 1-3 -T- _ 4 .,. 52 +/-79.1 ,+/-75.6 +/-724 :+/$8.8" +1-66.1 - _ w SHORT- 54 +1-77.4 +l-73.G +/-70;0 'a1b7.3 ..+1-83.5 R SIDE 56 +1-75.8 +1.72 +/$8.8' HH5.3- - - - 20 13 - 58 +1.74.2 +/70.3 *1.66.8 - eo +1a27 a$B.r +!$5 GLASS TYPE 5 -62 64 +/$g7 86 +14i83 - - - '•:. �� LONG SIDE•.=-.�•{ NOTES: c Y m 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT i"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.: - SHORT _ ,fj (p -eaa .. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT ORLONG DIMENSION. - _ - SIDE N - _a 0 3)FOR ARCHITECTURAL WIND()WS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.- _ ❑� �' N 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. slap p m .. ' ' TABLE DIMENSIONS MAY m m W ti ORIENTED VERTICALLY OR Z LL uMou Ll ' •HORIZON TALLY AS SHOWN. W U U X N �❑ TABLES: - - - - - - H W m O, C7 DMO wVL)indowDesignPresDure(+f,psf)forGlassType,? o> p O �.. . _ - Long Sias pn) r .. : ' ., _ �'Z. n.Z H W U_ .. W O f 67.718 72:; .. 7fi 80 84 88 92. 90 100 104 109-1/2NOM. .' ' '` . 30 + 1-130 +901-130 -+901-130 +90.126 +901.122.6 +901-119.8 :;.90/-11B.1 +g0/417 +90.115B. +901-11Y.7 +80-109.9 GLASS STACK 7/16"LAMINATED 32 +9D/•130 +M-1251 +901.118.9 +90-114.8 +90/-111.5 +901-108.1 +90-104A +901-1024 '+-901.102 ♦90d01.4 +90d-99.7 � GLASS STACK f'- '✓+ -34,. +901-1231 +90-1164 +g0-111.7 +90-107.5 +901-103.0 +901-99.7 +901.95.3 +9D1-921 :-901-90.5 +1.90 +l-69.fi • . SHORT �. Iq LU 1'LIS *, 36 . '.--+901-116 +9W1098 +901-104.8 +90'.100.5 +gY-98.6 +90fS33 .+/-90 '+/$Z3' -+/$4.9 - +!$2-3 +1-81.2 _ 3/16"ANNEALED GLASS SIDE ® Si Z 38 +90-1112. +g0.1042 +90.9Z9 *901-94 +9W-91.1 +/$8.2 -+!$4.g +/$1.9 =*1- 4- +!- 3116'TEMPERED GLASS - 79. 76.4 +1-74.3 -3116*ANNEALED GLASS 40 +91VADB.B +90-99.6 +9093A +80-90.1 +1•87.2 +1$4 +f:$0 5 +/-767 +173.5 +140.9 +I$9 7/16'AIR SPACE = O N 'Z .090"SG INTERLAYER claa5, 42 +90/•103.2 +901-95.7 +9W91.2 +1-87.4 +f$4 +l$O6 +177 -'+1-Z31 *I$9.6 +/$8.9 +l$5.2 _ 6 O 14 +90.997 +90-93.1 +/$9.1 +1$5.2 +/$1.4 +1778 l+/-741 +1-70.3 -+f$7.5 +l$3.9 .�11 �• u. Z"'D_ 40, +90/A86 +90-91.3 +/$7.2 +/-83.2 -1.79.2 +1.75.4 +/-71 7 ♦f$81 '+/.65.1 O- � '-•Z N N 48 - +g0/-93.5 N-89.6 +1$5.4 +/-81.2 +l•77.2 +/-733 +l$9 5 +/$58 __ 6' 1 LONG ❑ �r I-CO u! ' 00 +90-91.4 +/.87.6 +1$3.7 +1-79.4 +/.75.3 +/-71.3 */$75 USEDATCURVED SIDE w W _ '+1-8g4 ,/•85.5 +1$1.8 +1-77.7. +/-73.5 ,1$B.5' FRAME MEMBERS ONLY 29 GLASS BITE - Lu ❑ w 54 +/$Z5 +/-83.4 +/-79.6 +/_76 +1.71.8 i-'_ @ 11-718-O.C.MAX. - 000 .asap sauces •_ .'`56, `+l$5.6- +l$1.4 +1-77.5 +/-73.8 - - 1-3 58- +/$38 +l-79.4 +/-75.4 `'•�-.• - - GO +/$21 +/-77.6 +1.73.5 EXTERIOR .: 62 +/$Q4 +f•75.8 (� sae 2, 13 SHORT 64 +1-78.9 N-74 r SIDE I- 36. . +1-77.2 67.7/8 . ,1.74.9 GLASS TYPE 7 . ..NOTES: - .1)DUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOTSHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. - '.•3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW S17E IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. . '-4)THIS SHEET`APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. ' ._ A.LYNN MILLER,P.E. P.E.#2-105 TABLE 7: Window Design Pressure psf)for Glass types 6&8 Long Side(n) 67-7/8 72 76 80 1 84'-- 88. 92 96 100 104 109.92 112 116! .;120 124 128 132 138 140 144 .. 30 +901-130 +901-130 +901-130 +904130 +901430 +--W 130 +901-130 1 +901.130 +901-130 +90/-130 +901-130 +90/-130 +901-130 :+901-130 +901.130 +901-130 +901_130 +90/-130 +90/-130 +901-130 - -- 32 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/_130 * /•130 +901-130 a90l-130 +9p/-130 r901-130 +90f-130' 790/e130 a901-130 +901-130 +91Y-130 +901-130 +901-130 34 +90/-130 +9a-130 +90/-130 +90/-130 +901=130 +901.130 +901-130 +90/-130 +901-130 +�1.130 +901-130. +901.130 +90/-130- +901-130 +901-130 +901-130 +9pr-130 _ - PRODUCT REVISED 36 +901-130 +90/-130 +901-130 +901-130 +90r430.: +901-130 +901.130 +90/•130 +901.130 +901-130 1 +901-130 +901-130 +901-133 +90/-130 +901-130 +90/-130 ro complying with Uu Florida 3B +901-130 +901-130 +901-130 +90/-130 +901-130 ''+90/-130 +9o1-130 .901-130 aM-130 +901rl30 1 +90r-130 •+901-130 +901.129.2 +901-127.3 5uildi gCoda la.macu& 40 +90/-330 +901- +901-130' +901-130 .+901- - Aooilotime 31 130 130 +90/-130 agp1.130 +901.130 +90l-130 +90!•128.8 +907.123.2 +90/-172.. _ A irmian IN- 42 +gp1_130 +901-130 +901.130 +9DI-130 a901-130 +901-130 +901-130 r9d-129.3 +9D'-123.2 +90'•119.7 +90/-1.1H.4 ` 44 +901-130 +901-130 +90/-130 -+90/-130 +901-130" +90/•130 +901-130 +99-124.5 +90'-119.4 +90/.115 - By 48 +90r•130 +901-130 +901-130 +901-130 +901430 ..+901-130 +96'-126.9 +9a•120.5 +90'-115.3 - - - Mimni c Produce' _a 48 +901-130 +901-1 3-0 +901-130 +90/-1 DD .+90/-130. +90'-129.7. +90/-123 +90'-116.5 - - - m 50 +901-130 +901-130 +901-130 +90/.130 +901-130 +90'_12R2 89.41-119. _ - - Y - 4 E 52 +90/-130 +901-130 +90/-13D +90f-13D .+90/-130 +88.8/-123 tl1 54 +901-130 +90r-130 +901-130. +901-130 +88.81-127.1 -. -' ., 56 +901.130 +901.130 +90/-13D.. +89.4/-129 .. `. - c _ • .- - _ .. . . 58 + -130 +90/•130 +901430 _ 9p/ -. 60 +901-130 +901• ... .. . 62 +90r•130 +gp1v13-13o - .. .. sa +9a-13o +9D _ 87-718 +901-130 _ _ .. ; NOTES: _ .� .. _ 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. - - O 17 2).FOR SIZES NOT SHOWN,ROUND UPTOTHE NEXTAVAILABLE SHORTORLONG DIMENSION. U N U C4 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N slop 0 - 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. - O cn W N p m J C) z Fe r Z Il_ 4N7 LL co ._I uMalO cl W UU XN o co - - TABLE DIMENSIONS MAYBE _ �� .O Y. ,� Z ` _ ORIENTED VERTICALLY OR o z a Z l " O • 1/16 NOM - - - HQRIfONTALLYASSHOWN. O h6"I.AM!NATED _ - GLASSSTACK 7/16"LAMINATED .. LONG. -- J J a. GLASS STACK GLASS STACK - 'SIDE Q = " .090"SG INTERLAYER 3116'TEMPERED GLASS 3116"HEAT STRENGTHENED GLASS LO N NGS& .-, _ _ .. 3/16'HEAT - 3116'HEAT STRENGTHENED GLASS ® m Z :. :�,_. � W ea45 Y 3/16'HEAT TRENGTHENED GLASS STRENGTHENED GLASS 7/16 AIR SPACE .090'SG INTERLAYER SHORT SIDE 'O W 4- 111 11 // SHORT a z. USERAT CURVED S J_ SIDE O � Z, N N- FRAME MEMBERSONLY 29 5/B' USEDATCURVED- - aI-,' ,Ur. I7 cO 11�7/8.O.C.MAX. GLASS BITE - FRAME MEMBERSONLY 29 5B' _ - .' t LU- U) _ Q 11-7/8 O C MP>L GLASS SITE -•. '��7i'' X' W..a_d- . LONG NDE . e01aaap seue ' XTERIOR - - iEXfERIOR ,y- . .. 20 13 '. 6-M SHORTLONG 21 13SIDE SIDE - - -GLASS TYPE 6 GLASS TYPE 8 - - -- I SHORT .. - •-'. -. SIDE '. A LYNN MILLER,P.E. ' - P.E.k W705 2X WOOD SUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT DISTANCEr_—2f: �, -7 NOTE 2,THIS SHEET TYPE C TYPE B INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, TYPE A 1/4•MAX SEE NOTE 2,THIS SHEET ° EMBEDMENT _. SHIM TYp.ANCHOR TYPE,EMBEDMENT AND FWGE• PRODUCTREVISED EDGE DISTANCE PER SUBSTRATE, DISTANCE �romPtyiog�vitH tlee Fl°rids "EDGE 8 SEE TABLE 8,THIS SHEET Building Code W,t)61A 14- A toaooNo' DISTANCE �t mDn 1/4 MAX 1 SHIM - BY . :r.. 4 .`• - Mmm'DaAe Pro4Lc!' • -: -.. TYP:ANCHOR TYPE .,. :- ,--.:• - - - ' EMBEDMENT.AND.EDGE - - - DISTANCE PER SUBSTRATE,...' - - 11 0 ,SEE TABLE'S,THIS SHEET.. - USED ATCURVED" - - •-' - - 29 EXTERIOR FRAME MEMBERS ONLY . .- 11-7/8'O.0 MAX I� . y1l . - -• -:• � ..._ CONCRETFJCMU I _ 5 -' PER ANCHOR V VISIBLE CK W WIDTH- - m . REQUIREMENT 2r3/4 .'... 'WINDOW BUCK NIDTH- _ 'I - - - -- WINDOW BUCK WIDTH _ - CONCRETE/CMU - `CO m WINDOW _ EXTERIOR TIP-TO•TIP WINDOW WIDTH PER ANCHOR j a 3' BUCK REQUIREMENT. HEIGHT '1/4'MAxSHIM IIL-- - HORIZONTAL SECTION A-A °oo � PE WINDOW #12STEEL TIP-,OwTIP OJ J 6'...o W w Z s ~ HEIGHT VISIBLE SELF-DRILLING SMS - - Z LL �LL (0 J °MOJQ ❑ _ LIGHT .. (GS)SEE TABLE 8 _ TABLE 8: - - - - =L j W HEIGHT= THIS SHEET Min.Edge Max O•C• U U X o WINDOW _ Anctwr Substrate.: :.Distance Min.Embedment Spacing tL Z O CO ❑ °N ' r _ ED BUCK '"- - - _ _ e '.P-T:Southern Pine(SG 0.55) B/Ofi' 1.31a• 12'. o� m Y . . HEIGHT- •-.. '` • um 8063T5 min. .-.;318 .0.083'.• 12' t` <f INSPALLATiOTd i112nrAI441oSSScm o- rn O_ �a AWmin C) .r- .2-3/4"_ A39 Steel' 3!6' 0.063'' 12' Z 11 Z W METHOD D, Steel end,Gr.33 min 316 o.oa 1e Ga 12• p INSTALLATION ANCHOR P.T.Southern Pine(SG=0.55) 911e' 1318• .12-- Z (p ' ' UNDERNEATH THE Aluminum,6083-T5 min. 3la• 0.053'• 12" Q O '•% ' - BEADING EXTERIOR c A36 Steel 318' 0.003'• 12' #12 or#14 Steel S rew(G5) Steel Stud,Gr.33 min. 3/8' 0.045'(1B Ga)• 12' ® Z g Ungmuted CMU,(ASTM C-90) 2-1l2 1.1/4' .-12' y 21 MIAMI-DADE APPROVED MULLION! '_ _ 114 in.410 8S CmteFlex Concrete(m 3.35 keQ 1 13I4" 92' rz (SEE SEPERATE NOA),ALUMINUM, Concrete(min.2.85 kel) 1' • 1-3/4' 12' ❑ to 6 STEEL FRAMING OR STEEL STUD.; - ' < Z aio°g Concrete(min.2.85 ksi) 2-1/2 1 ww 12'.; a SEE SUBSTRATE PROPERTIES, 114'stce_I lAtrecon p Z o 0 TABLE B,THIS SHEET _ Unpmuled CMU,(ABTM C-00) 2-1/2 _-.1-1/4' ?: W N cV 6 Grouted CMU ASTM C-90 2-112 J314 .12• r 9 n ao 1/4'MAX SHIM 'Co late(min. 1-1/4' -1.3/4 92' W Z Ky •+- .� V16•Steel Ulbacon O X g as Gleuted DMu ASTM C-96 2-v2 Tara 1z = LL MIN:OF 3 THREADS BEYOND THE METAL SUBSTRATE. - LL _ eg1 '° 0 seue 1X WOOD BUCKSTRIP, SEE NOTE 2,THIS SHEET • CONCRETE PER - -_ EMBEDMENT ANCHOR INSTALLATION NOTES: - - •• .'. REQUIREMENT - ' 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. - '• 2_WOOD BUCKS DEPICTED ON THIS•SHEET AS"W',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-10.1X WOOD BUCKS ARE - INSTALLATION �— EDGE. - Typ,ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CA INSTALLATION INSTALLED DIRECTLYTO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE 1-10 THICK OR GREATER. DISTANCE; ". AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING TYPE B SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. ' VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. •`t 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER.P.E P.E.g 58705 • \ AI 1 r , .. • f 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE DISTANCE NOTE 2,THIS SHEET TYPE IS TYPE F EMBEDMENT 1 X WOOD BUCK STRIP, ' "..EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION 1/a•MAx TYPE F EMBEDMENT ~� SHIM TYP.ANCHOR TYPE,EMBEDMENT AND : - EDGE DISTANCE PER SUBSTRATE,.. EDGE PRODUCT PEN)SED ay Fl 6 SEE TABLE 9,THIS SHEET DISTANCE ox c—g g With dm orida EDGE DISTANCE '.• RAm p�taax NoNoAIM ppAX 2 xynma �, 1 HYP . TYP.ANCHOR TYPE, - ' - EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE," 11 SEE TABLE 9,THIS SHEET EXTERIOR ' m USED AT CURVED - EkfERIOR 29 FRAME MEMBERS ONLY 11-7/8'O.C.MAX. I- -�, VISIBLE LIGHT WIDTH=. .,.I 5 RE U - Y— CONCTE!CMU WINDOW BUCK WIDTH-23(4' ' PERANCHOR - a . REQUIREMENT. I - WINDOWBUCKWIDTH- .... _.,I... . -- CONCRETFICMU m m Y WINDOW - - PER ANCHOR ""aS sucK HORIZONTAL SECTION.C-C REQUIREMENT � a � . .. .HEIGHT 114'MAX.SHIM - ❑ _N co l .O n .. 412 STEEL - - N U) N SELF-DRILLING SMScrj- -J W n .I CD Z VISIBLE — (G5),SEE TABLE 91-- .�" Z-Ji C4 LL coo � �Mo 0 ❑ ..LIGHT THIS �: TABLE 9: - - - - �-• W �. _ - HEIGHT= - Min.Edge Max O.C. U W X V1 'p ❑ WINDOW' _ - _ _ _ - a ;Anchor. Substrate Distance Min.Embedment Spacing W Z O 0D Z) 'cN q SUCK - - ,P.T.SoLdhem Pine BG 0. )- :.:9116' -ate, 7, ~o 11J .m O U' SAW HEIGHT- - - a - - -#12 ar 1i;14'410 SS Screw' Aluminum 6063-T5 min. 3/8'- 0.063•• 12, no Z 00."Z m O I'..r -2 3!4'- 'INSTALLATION A3e steel - 3/e• o.om'r 1z• g .Z LL- I - TYPE H' - Steel Stud,Gr.33 rnIm "3!8• 0.045' 18 Ga 12° P.T.Southem Pine(SG-0.55) 9116• 13/8' 12"- O . EXTERIOR I #12 or 3214 Steel Screw(G5) Aluminum,6083•TS min. ' 318• O,OB3°• 12' n •'' An Steel 3/8' O,p83'• 12' J 1ae45 - _ --Steel Stud,Gr.33 min 3/8' 0.046'(18 Gail• 12', ® m Z ' - - 1v11.�M1-DADS APPROVED MULLION 114.410 S9 CretaFlex `--UrgroNxd CMU,(ASTM C80) 2-1/2' 1-0/4' 12• U F 21 - _(SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 ksQ 1• 1314' 12• - O Z Z 6_ -�STEEL FRAMING OR STEEL STUD, .concrete(min.2.85 kep 1• 13/4' 12' < ❑ (D a/e-S SEE SUBSTRATE PROPERTIES, - Conoreta(min.2.85 ksr 2.1/7 13/8' .12'.' a Z W i/4'Steel lAlraeon' o 0 TABLE 9,THIS SHEET Un9reuted CMU, STM C-90) 2-1/7 1-1/4' 1Y O -� N N 5 1/4 MAX SH M1{, - ° •Greuled CMU ASTM C-90 2-1/2' 13/4' 17 ❑ t r c0 foncrete (NAM 1374' _ -12" w W -- ., .. 5I10'SteeILlVacon O X C7 aka Grouted CMU, ASTM C-80 2-1/2° 1314' 12' LL W MIN OF 3 THREADS BEYOND THE METAL SUBSTRATE. - 997 Gs50 seua 1X WOOD'BDCKSTRIP, - - - `I SEE NOTE 2,THIS SHEET - .. CONCRETE PER _ EMBEDMENT - ANCHOR INSTALLATION NOTES: • .•�..: q'•, �- '"REQUIREMENT . 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOI.LOW EMBEDMENT AND EDGE DISTANCE LIMITS" =i `• _ INSTALLATION •-, .2.WOOD BUCKS DEPICTED ON THIS SHEET AS`11X"ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12-.1X WOOD BUCKS ARE EDGE TYPE F TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-12'THICK OR GREATER." DISTANCE "AND EDGE 61STANCE PER INSTALLATION TO THE SUBSTRATE OF,WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING • SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. i '' -,-,r:' •" VERTICAL SECTION D-D " - 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBERSHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,P.E. It P.E.I!68705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE •' DISTANCE PER SUBSTRATE, I _NOTE 2,THIS SHEET INSTALLATION INSTALLATION SEE TABLE 10,THIS SHEET TYPE J TYPE K EDGE EDGE DISTANCE INSTALLATION DISTANCE 1/4 MAX {� EDGE DISTANCE TYPE I I SHIM PRODUCT REVISED ' O 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP O - as complying with IM Rorlda OR FRAMING,SEE OR FRAMING,SEE Dmldtag Code NOTE,2,THIS SHEET-' NOTE 2,THIS SHEET - Acceptmoe No f;Gx�O ' A••_ 1I4'MAX _ .. - m6an Duce 19 TYP.ANCHOR TYPE,EMBEDMENT AND J EDGE DISTANCE PER SUBSTRATE, _ BMimi Product q - - S SEE TABLE 10.THIS SHEET - EMBEDMENT - - _ EMBEDMENT' a USED AT CURVED m EXTERIOR. 29 FRAME MEMBERS ONLY._. c 14-7/8"O.C:MAX. ca _ - EXTERIOR WINDOW 4 n� ch 2 m BUCK 11 v _ a U) aaa HEIGHT �_ VISIBLE LIGHT WIDTH. 5 0= O 1/4"MAX.SHIM —�{ INDOW BUCK WIDTH=2-3/4" +. p r` V0 O C. WINDOW BUCK WIDTH N i° �; N N CO LU VISIBLE, .:INSTALL&ION ' HORIZONTAL SECTION E7E 3 z- �' z a 0 0 LIGHT _ U L X C HEIGHT= _ TYPE L .' - - - C)LLI. O- 0 Al! WINDOW Z BUCK. #i 0 STEEL. o W m Y .3- 0 �,10 HEIGHT- I. SELF-DRILLING SMS-_ - r`> O O .v Z .. 2•3/4° (G5),SEE TABLE 10, 7_ O .-- T HIS , SHEET i ... - - U TABLE 10: .. .. O Min.Edge Max.O.C. °J Anchor - Substra{e Distance S cl Fa-- .. _ 2-12"x.113•Box Nap P.T.Scuthem Pine SG-0.55 5116' 6' ® Cl) Z to is 2-12'x.131"Common Nall. ;P.T.Stxrthtm P,in9 SG�.55 3/8• 5" Q F 21 242"x.145"Roo Wall P. Sau ham Plna 3G-0.55 3/B' 51 -��— - = P.T.Southertl Pine`SG�.55 12• 6' 6 2X WOOD BUCKS EXTERIOR .;•` OR FRAMING;SEE -'� 0.093'AlumOwm,6D63-T5 min. 6/1e' 6" LL Z a #10 x 1'Steal Strew' NOTE 2,THIS SHELT - :.,-. '� 1l16A36 StOd 6/16' S" O �, N N 5' 1/4'N1fV:SH M -0.045" 18 Ge Steel.Stud Or.33 611 G' ti I';ao ML441-DADFAPPROVED MULLION •MIN.OF 3 THREADS BEYOt•D THE METAL SUBSTRATE. U W Z '� •- 7 - _ .. (SEE 95PERAYE-NOA),ALUMINUM, -_-- .LL �. d d STEEL FRAMING OR STEEL STUD. - and aM anon •' .:•::.. SEE SUBSTRATE PROPERTIES, - INSTALLATION. TABLE 10,THIs SHEET TYPE J 0 EDGE DISTANCE .. - INSTALLATION NOTES: TYP.ANCHOR TYPE;acMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. EMBEDMENT AND EDGE DISTANCE PER - SUBSTRATE,SEE TABLE 10JHIS SHEET - %2.WOOD BUCKS DEPICTED ON THIS SHEET AS-IX-.ARE BUCKS iM- TOTAL THICKNESS IS LESS THAN 1-1@".1X WOOD BUCKS ARE -OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE..WOOD BUCKS DEPICTED AS-=ARE 1-12•THICK OR GREATER. VERTICAL SECTION F_F -. +' INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. -3.FOR AT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE 7'O PROVIDE FULL SUPPORT TO THE WINDOW FRAME. .. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR•MULLION NOA APPLIES TO WHOLE SYSTEM. A LYIJN MILLER,P.E. P.E.#58705 ' ► r• 2X WOOD RIP EDGE OR FRAMING,NG,SEE SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET INSTALLATION TYPE M� q FOR THIS INSTALLATION TYPE N EMBEDMENT METH00 ONLY, FOR THIS INSTALLATION 1/4•MAX• ANCHORS MAYBE NO METHOD ONLY, Q SHIPA Q MORE THAN B•O.C. ANCHORS MAYBE NO I EMBEDMENT 1X WOOD BUCKSTRIP,SEE PRODUCT REVISED MORE THAN 6'O.C. y ! O 2X WOOD.BUCKSTRIP NOTE 2,THIS SHEET M cumplyiae with Rro Fiaaida —L-1 09 FRAMING,SEE aWl NOTE 2,THIS SHEET AOp0218°G'' - —E1/4"MAX . . - ecp'mtion D.rte TYP.ANCHOR TYPE,EMBEDMENT AND _ 3 SHIM EDGE DISTANCE PER SUBSTRATE, DY TYP.ANCHOR TYPE, .6.` SEE TABLE 11.THIS SHEET - _ _ Misai rrobai' EMBEDMENT AND EDGE - • �:' - -- DISTANCE PER SUBSTRATE, a _11 SEE TABLE II,THIS SHEET _ _ 3 USED AT CURVED EDGE m EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE - O EDGE •-@ 11-7/8'O.C.MAX. ']— •i" DISTANCE u . i ' CONCRETE/CMU PERANCHOR-} _ �.,� y m WINDOYd REQUIREMENT -4 -CONCRETE/CMU W to BUCK I - _ _ a _ HEIGHT' -' = 114"MAX,SHIM .I•� Imo' p•-I REQUIREMENT �, O PER ANCHOR >_ �"ea VISIBLE LIGHT WIDTH 5 REQUIR (Y WINDOW BUCK WIDTH-2.3/4 ❑ W �O WINDOW BUCK WIDTH .. - EXTERIOR YU' r- el=a O� � •j' O(�'7 7 -] N LLI` 1 O Ma o ?VISIBLE INSTALLATION TYPE O HORIZONTAL SECTIM G-G LL 04 WIIGHr z n o; W g HEIGHT WINDOW - �FOR THIS INSTALLATION - - L)(Wj X o' _ - - METHOD ONLY, TABLE 11` ;'i Z' O 2 y ._ BUCK - _ ANCHORSi AYBENO _ _ _ .-_ W in O 0 - JMO HEIGHT• . '�.MORE THAN6.O:C. Anchor' - Substrate Mire Edge Min.Embedmen! Mom•O.C. o> y Z Distance.' S do O P:T.Southern Pine SG=0.55 •8116" 13/8' 6' Z 0 ll- °1N2STEEL #12 cr#14410 S3 Screw, ""Alundnum'6063-TB min. :3f6" 0.063"• 6" g O ' SELF-DRILLING SMS- - A36 Steel --318' 0.063'• Steel Stud Gr.33 WE. 318• 0.045' 18 Ga' 6' F - - - -- (125),SEE TABLE 10, P.T.Southem Plne;SG=0.55 9116" 1-3/8• 6" o, ❑. lags THIS SI1Et7 umkwrti,E063-T5 mi 31B' 6'0 083'•n. ® Z -- - 912 or#14 Steel Screw(Gq Al_ `--A36 Steel 318' 0.063••. 6' F- 21 TYP.ANCHOR+TYPT Steel Stud Gr.33m'n. are, 0.045. 78 Ga)• 6' 5 '0 Z EXTERIOR 6 EM13,FOMENT AND - U routed CMU ASTM C-90 2-1/2• 1-114" 1T G ❑ aroog DISTANCE PER SUBSTRATE -• 114'410 SS Cre(eFlex a Z SEE TABU 17;THISSHEET : Concrete(min.�.35 ksq P 13/4' tY C Fa'- N N •:Cencrele, In.2.85 kal 1' 13/4' 1Y n 5 1/4 MAX SHIM - �MIAGB-0ADE APPROVED MULLION .Concrete min:2.65 ka 2-1/r 1378' 1r ❑ Z (SEE 5EPERATE NOA),ALUMINUM, 1/4'Slael UlUacon U muted CMU;ASTM C-90 2-1/Z' 1-114' 1r .- O X Z n3.a 9l-EEL FRAMING OR STEEL STUD. ..C-touted CMU AS7M 1r80 2-1/2" 13/4' 12, - _ - IZ ti SEE SUBSTRATE PROPERTIES, ;Concrete min.3.5 ks 1-1/4' 1314' 1r _ e01 •ss•d cef,es TABLE 11,THIS SHEET 5/16°Steel Ultrecon ' INSTALLATION Grouted C51( ASTMCg0 2-1/r 13/4' tr TYPE N ,ax wood BUCKSJRIF, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEE NOTE 2,THIS SHEET EMBEDMENT .. - INSTALLATION NOTES: _ •. • - 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ •• - .. .. TER. - - a < 2.WOOD BUCKS DEPICTED ON THIS SHEET AS ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12°.1X WOOD BUCKS ARE y 1/ EDGE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONORETE:WOOD BUCKS DEPICTED AS W ARE 1 12'THICK OR GREATER. 6 B lb DISTANCE ' - - INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING JURISDICTION. VERTICAL SECTION H-H 3.FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. - ' 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER P.E. P.E.#58705 1 .a i ' ..- YRODUCCREMSED _ a$complying with drc Florida " Building Cade . .. -.• - - - Acreptanca No 1 O q ASSEMBLY DETAILS FOR' ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES` FOR FIN FRAMES . LU a COZP •�aa ANGLED/CURVED ANGLED/CURVED'' O O C> - FRAME ASSEMBLY FRAME ASSEMBLY �-r alo0 O 90-CORNER - 90"CORNER 0 Of W N FRAME ASSEMBLY j. _ ,FRAME ASSEMBLY Pr I , i - Z LL u,a!i' W uxap 2 LLF L)UW DIG Xfn d. a CD ALLCORNERS TO,. �' ALL CORNERS TO I t• Z. -Z i USE GASKET - I / USE GASKET I o go m I .-Z 0 Z O �< AND/ORSEALANT O "D ANT O I I U / 0 O EQUAL-LEG FRAME I Z. 7aaY5 Q "FLANGE FtiAhE - © Z Z EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR I MITERED FRAME W!f}i INTERIOR ,O Z. AND EXTERIOR FRAME WELDS AND EXTERIOR FRAME WELDS C a *�,• a)o�g O - FLANGE FRAME (SHOWN)OR`CORNER KEYS AT a '(SHOWN)OR CORNER KEYS AT y. 2 SCREW BOSSES.SEALANT AT ALL CORNERS FJf�IL .•SCREW BOSSES.SEALANT AT ALL CORNERS a -• N N" CI a-yFL O' ad A.LYNN MILLER,P.E` P.E.#58705