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HomeMy WebLinkAboutNOA�C�0�- o Egc-) REC1:IyED G�UNTY DEPARTMENT OF REGULATORY ANITECONOMIC RESOU�1r'�R@ BOARD AND CODE ADMINISTRATION DIVISION vie CcUnnty NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 Jupiter Glass specialties Inc., dba South Eastern Door Company SCANNED 1505 Commerce Lane P.O. Box 794 BY Jupiter, FL 13458 St. LUGS County 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 aft er.ihe 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 eklidnse 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. , • I� - _ I . . 1. 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 Atlas HP Aluminum.Sliding Glass Door wtwo reinforcements -LAH APPROVAL DOCUMENT: Drawing No.18-052 (former 16-093), titled "Sliding Glass Door", sheets 1 through 11 of 11, prepared by PPMF Inc., dated JAN 29, 2018, signed and sealed by Pedro De Figueiredo, P.E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: I , 1. See Design Pressure (DP) Rating, +ve DP and max frame size limitation in sheet 1 and in note 2 in sheet 2. See glass capacity DP and DLO limitation in sheet 9. Lower design pressure shall control. 2. See reinforcement requirements in sheet Z I 3. Pocket structure, under separate approval to be reviewed by Building officials. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state `and series and following statement: "Miami -Dade. County Product,Control Approved",:noted herein. RENEWAL of this NOA shalli be considered after a renewal application has been filed and there ha`s liven 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 anendorsement 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 theNOA is displayed then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises # 17-0214.03 consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. APPROVED NOA No. 18-0201.12 Expiration Date: June 08, 2022 Approval Date: March 22, 2018 Page I Jupiter Glass specialties Inc., dba South Eastern Door Company 1. Evidence submitted under previous A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 16-093, titled "Sliding Glass Door", sheets 1 through 11 of 11, prepared by EngCo. Inc., dated 11/23/16 and last revised on MAY 16, 2017, signed and sealed by Pedro: De Figueiredo, P.E. B. TESTS (submitted -under file #17-0214.03 ) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 2.02-94 2) Uniform'Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS, 201-94 5) Large Missile. Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked —up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Black Water Testing, Inc., Test Report No.BT-SED-16-001, dated DEC 23, 2016, signed & sealed by Constantin Bortes , P. E. ' Note: This test report isrevised,by ad addendum lettei, issued by Black Water Testing Inc., dated 03/27/17, signed & sealed by Constantin Bortes, P. E. C. CALCULATIONS 1. Anchor verification calculation, complying w/ FBC 2014, prepared by EngCo. Inc., dated FEB 02, 2017, signed and "sealed by Pedro De Figueiredo, P.E. " 2. Glazing complies with ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring.on,07/04/18. F. STATEMENTS 1. 1 Statement letter of compliance w/ FBC-2014 and "No financial interest" dated 02/02/17, prepared by EngCo, Inc., signed and sealed by Pedro De Figueiredo, P.E." 2. Active status listing of incorporation with Florida Department of State of Jupiter Glass Specialties, Inc., since 03117/1980. 3. Active status listing of fictitious name with Florida Department of State of the Southeastern door Company, since 01/01/1991. G. OTHER 1. Test proposal #16-072, dated June 22, 2016 approved by RER } C� 14haq L Chanda, P.E. Product Control Examiner NOA No.18-0201.12 Expiration Date: June 08, 2022 Approval Date: March 22, 2018 E-1 Jupiter Glass specialties Inc., dba South Eastern Door Comoany NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No.18-052 (former 16-093), titled "Sliding Glass Door", sheets 1 through 11 of 11, prepared by PPMF Inc., dated JAN 29, 2018, signed and sealed by Pedro De Figueiredo, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayer", expiring on 07/4/23. F. STATEMENTS 1. Statement letter of conformance to FBC 2017(6a` edition), prepared by PPMF Inc., dated JAN 29, 2018, signed and sealed by Pedro De Figueiredo, P.E. G. OTHER 1. This NOA revises NOA # 17-0214.03, expiring 06/08/2022. Ishaq L Cbanda, P.E. Product Control Examiner NOA No.18-0201.12 Expiration Date: June 08, 2022 Approval Date: March 22, 2018 E-2 GENERAL NOTES: FLORIDA BUILDING CODE 2017 (6N eE) HVNZ 'LARGE & SMALL MISSILE IMPACT RATED I- CODE: THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FBC 2017 GTH EDITION INCLUDING THE HIGH VEDXITJY HURRICANE ZONE (HVHZ). 2- DEFINITION: THIS PRODUCT 15 AN ALUMINUM SLIDING GLASS DOOR DESIGNED, CONSTRUCTED AND TESTED PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS (LARGE AND SMALL MISSILE) WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN TH15 APPROVAL INSTALLATION OF HURRICANE PROTECTION DEVICES 15 NOT REQUIRED. 3- POSTING: PRODUCT SHALL BE WBEIED AS FOLLOW: •JUPITER GLASS SPECIALTIES, INC DBA SOUTHEASTERN DOOR COMPANY- JUPITER- FLORIDA SERIES ATLAS HP SLIDING GU55 DOOR LARGE 4 SMALL M15511E IMPACT RATED MIAMI-DADE PRODUCT CONTROL APPROVED 4. LOADS: DESIGNED LOAD CALCULATED BASED ON THE /SCE 7-10 AND PROVIDED BY PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH 5PECIRC PROJECT. THE CALCULATED DEIGNED PRSSSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES HERE IN SPECIPIED. THE DESIGN PRE55UW5, AS DETERMINED FROM A5CE 7-10. ARE PERMITTED TO BE MULTIPLE BY 0.G 5. MATERIAL ALL ALUMINUM PARTS TO BE GO63-TES ALLOY OR AS NOTED AND GWZING TO BE LAMINATED IMPACT CLASS AS SPECIFIED ON THIS APPROVAL. 6- FASTENERS: A55EMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. INSTALLATION AND LOADS AS PER THIS APPROVAL ANCHOR SPACING AND LOADS MUST NOT EXCEED THE MAXIMUM LIMITS SPECIFIED BYT11I5 APPROVAL. 7- U5E: IT SMALL BE THE RESPONNBN.ITY OF THE CONTRACTOR ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7.1- THE 5TA51UTY OF THE STRUCTURE WHERE THE PRODUCT 15 TO BE ATTACHED I1,15URING PROPER ANCHORAGE. 7.2. THE 5" SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS. DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 6 DI55IMI WR MATERIALS: WHERE ALUMINUM 15 IN CONTACT OR FASTENED TO D1S51MNAR MATERIALS, INCLUDING BUT NOT UMITED TO STEEL, INSTALLATION SHALL MEET THE REQUIREMENTS OF CHAPTER M.7 OF THE ALUMINUM DE51GN MANUAL 2015. DOOR UNIT SELECTION PROCEDURE AND INSTRUCTIONS TO USE THIS DRAWING TO VERIFY DOOR ADEQUACY PRESSURE STEP I - SHEET I GENERAL NOTE 4: DETERMINE PROJECT DESIGNED 1`R35URE (DP) AS INDICATED. STEP 2 - 5HEET I: COMPARE (DP) WITH PRODUCT DESIGN RATING, FUNCTION OF DOORSFLE5 PIN. FH AND POSITIVE PRESSURE OF THRESHOLD RISER STEP 3 - SHEET 5, G A 7: 5MECT FRAME ANCHORING IN ACCORDANCE WTH 2, S. 4 OR 5 TRACK SELECTION. STEP 4 - THE PRODUCT DESIGNED RATING MUST BE EQUAL OR GREATER THAN THE CALCULATW PROJECT WIND PRESSURE (PD) TABLE OF CONTENTS: SHEET DESCRIPTION - 1 GENERAL NOTES PRODUCT DESIGN RATING AND QUALIFICATIONS 2 DOOR SAMPLE ELEVATIONS -WITH FIXED AND OPERABLE PANELS AND POCKET CONFIGURATION 3 TYPICAL ELEVATION WITH CROSS SECTIONS LOCATOR 4 DOOR SECTIONS DETAILS 5 JAMB FRAMING ANCHORAGE DETAILS 6 HEADER FRAMING ANCHORAGE. DETAILS 7 SILL FRAMING ANCHORAGE DETAILS -• S FRAMING DIE COMPONENTS 9 PANEL DIE COMPONENTS, GLAZING CONFIGURATIONS 10 PANEL HARDWARE 11 LIST OF COMPONENTS PRODUCT DESIGN RATING AND QUALIFICATIONS .. (SEE NOTE 2, VEST 2)- n FV -FRAME WIDTH AQ FND. T 's_ Y + X m W X m X a F p X NOMINAL PANEL a FW / Y OF PANELS .- .. PW - FRAME WIDTH NOKDAL — PAWL - T I \ \ E X X X X P S OLD v \ \ NOMINAL PANEL — PW / M OF PANELS NOTE: POCKET IS NOT TO BE INCLUDED IN TiE PN DESIGN PRE55URL RATING IMPACT RATING PANEL SIZES MAX. FWX PH +G5 P5F - LARGE I,SMALL 52'X 1001/Y 468' -75 P5F MISSILE IMPACT NOMINALMODUIE X Ioz I/2' ±50 P5F * LARGE/SMALL 481X III - 432' M1551LE IMPACT NOMINALMODULL X 127 F051TIVE (E)TERIOR) DP SELECTION THRESHOLD RISER TYPE 1 MAXIMUM PRESSURES (PSF) CASE 1 CASE 2 ` 3-1/4' +65 +65 13/16- +65 Pv'pc\GENRE. v No.52609 3 STATE OFq�p 9� F10 LOP sFSs/ON l EaG\ JAN2y 108 NOTES: I- CASE I: MAXIMUM POSITIVE PRP35URE5 MR 3-1/4'. 2' OR 1 NJ THRESHOLD WITH OVI G ANG AS PER IUU5TRATION'T. - 2. CASE 2: MAXIMUM POSITIVE PRESSURES FOR 3-1/4' AMID 2'T11MMOLD RISER W/OUTTHE OVERHANG, 3. THE POSITIVE PRESSURE SHALL BE THE LESSER VALUE FROM THE ABOVE TABLE (OH LENGTH).pDYuOfR[WO ummrq*i.R1►WMTYe OUTSIDE - hlwW°°YTeA�[�mz' �— �WiR.ivt rc�w OVERHANG 2 rxi ILLUSTRATION 7- OVERHANG IN COMMANDS WITH THE FBC RFAUIREMfNTS. DOORS INSTALLED WHERE THE OVERHANG (OH) RATIO 15 GREATERTOORMORETHAN I NEED NOT TO BE TfSTPD PORE - WATER INFILTRATION. THE OH RATIO 5MALL BE CALCULATED BY THE FOLLOWING EQUATION OH RATIO - ON U NGTM / OH HEIGHT >- 1.0 DOORS SAMPLE ELEVATIONS WITH OPERABLE AND FIXED PANELS AND POCKET CONFIGURATIONSCENS 3 4 OR MORE PANELS 3 No.52609 PANELS 2 PANELS I PANEL � * �TV FV v------ F.L'0 TI I STATE OF LS `gyp Ex x Xo o x o o x x p 6 C+ W� -OA �G I I x L I I LJ I JI N29 10ig < I PN61 F- I PNA h— I�—FV �� TV cY 'I �FV ��� PDESIGNSNOTCPART T I :p'a T I OF THIS APPROVALXOX XOX m m x �i' m m PA'EL �FARE P-POCNET (n X-OPEPANPl FV �� TV v PV aM O-PIXED PANEL FW-PRAMEVADTO g TI I DLO-DAri1GNi OPENING PANEL X �fl (SEE NOTE 2) z N� `- O X X ? X X P y X T I I L p PNO. I-- PNEL F— --I PNU f— a 8 FV �� FV �� POCKET STRUCTURE �MPIV.N1� T T� DESIGN NOT PART :::.,M E" d OF THIS APPROVAL 4 p p NOTES: 91 1 I- DOOR CAN BE, CONFIGURED WITH AS MANY PANELS AS THE TWO, THREE, FOUR OR V] 99 L FIVE TRACK SYSTEM CAN FIT, UMITED TO THE MAXIMUM TESTED FRAME WIDTH X 1.5 --i PAIn PAMI WITH LIMITATIONS AS BELOW: . ui POCKET STRUCTURE POCKET STRUCTURE DESIGN NOT PART DESIGN NOT PART 2- MAXIMUM FW- 312 X 1.5 - 46W FOR PH <- 102 112" y OF THIS APPROVAL OF THIS APPROVAL MAXIMUM FW= 288 X 1.5 - 432- FOR 102 1/2' <- PH <— 120- swe: 3- MAXIMUM DLO— 46 5/8' X 94 1/16' FOR 52' X I OO' NOMINAL PANELS NA MAXIMUM DLO= 42 5/8' X I I t 911 G' FOR 48-X I 17 NOMINAL PANELS VA.; 01/28/18 o.. 18-052 7 2 OF I I X X X X X X X X TYPICAL ELEVATION AND CRO55 5ECTION LOCATOR ��YcBxBF�Fi 't 4 No.52609 = �� E 9 STATE OF g v 6 P 68. RI \ • pg2 A„„AC'! s Mmo51 91 3FI 8 ` __I irr—,N _1 r, 1% 1 ,rT µs: mat{� n .,4 �44 Hi T µ iI z +� jii JN.nO ANCNORAG[ se[ y O SHOT-5 POR Dr., O J �� zp ANCHORAGE R'I 8p CLUSTER F 1 TRACKRSYS - �[[ .. ... `I--- Ia ... .. .1111I1ltl ICII.A'1.1')I16...IC ':a�1_I 1'1� i-------�1;:� C 4� �{ /I TRACK SYSTEM x y.LL 4'• : : 1• .1.: 1. -... 1111.1 J: E1411I ..- ....II:.L.III .'::..•. t1a1J1 t(.1 11 4 `__--' `--- `_-_J �� / TYPICAL CLUSTER DF h AND3SILLMATSPOCKETEADER JAMB s�Dpbbe Mu ulBFls[k, Z w$ I MdLoE¢ade � B v • Anepue oNo 20 . 12 0 {-� 3 OR MORE TRACK SYSTEM ANCHOR PATTERN HEADER a SILL [r'E ^ n 3 OR MO T ArO ER D G ANCHORS $iAGGERED i C Z TRALKgYSTEM PNGHOR PATTERN �a•✓�'d`Pmiat 3wc SPACED AT OCK AND LAND ME TI i -E MINIMUM CLU5TER OP 4 ANCHORS IN-UNE NA a a 4 a a EACH INTERLOCK STILE AND MEETING SPlLS -- - -PACED AT 4tlC AND LOCATED AT EACH INTERLOCK SDLE Mrzr SEE SHEETS G AND FOR OETAS a I Tia SEE SHEETS 6 AND'! FORDED A SEE 4 a 5 TRACKS ILLUSTRATED IN SHEET g O 11211 B 18052 18-052 enm 3 or I I FW SEE NOTE 2, SHEET AID R+,FSg,O NDM. PANEL NDM. PANEL NDM. PANEL NDM. PANEL NDM. PANEL NDM. PANEL P)=MW NP=FW/N NP=FW/N NP=FW/N NP=FW/N NP=FW/N NP=fW/N BAN DLOI OLO� DLODLU� DLO, DLG� ' NP- 5 3/S' NP_3 3/S' NP- NP- NP- 5 3/S' NP- 5 3/S' 4 :y m 4 1 Q a x 4 x X 4 x 4 X yK� P Illb x I I I 10 BE TIGER WO IreDIPIERS� q I N Ldl:/HANDLE LIXYVWWBLE LOCK/WNDLE ¢ MIS MPRBVK FOR X OPTION I /// 4 A DEC 511eET3 AND TYPICAL DOOR SEC710N5 ,.+" , DE F1 FOR HEADER ANCHOR 9LHEDULe IC�o f ' L ANCHORING DBTNLS TYPE DESCRIPTION EMBEDMENT UB9TRAE EDGE D15TMCE v Ni 0EN8F / IN 4'TA Y 34' N C C �Lyca B-• I4'TAPCON BY ITW 'I I4'MIN. MPSONRY BLOCK 3' 2 N0. 528DD 8 Gar, C 14'TAPLON BY IN/ I12'MIN. PTW O �.55 3MPOCKET ANCHORS: D* IT *u k D 1/4-14 GK 5 SM9 I MIN. 3 mRP.AD5 METAL 5TRUOTURE9 1 314• MR LOADS EQUAL OR 1!55 mAN 50 FSP 22/2.3 NOTES - CHORS A L AND 0 SPACED AT 16' R� i'p STATE OF I ANOC e I 1 2'4/i5 1- MINIMM CHROMENT ARE BEYOND WALL DIESS[N4 ANLHOR5 B 5PPLED AT 4-OC p�.lN 'IOR 0. 3mry 11 II 2- METAL STRUCTURES ARE TO BE ASM A36 STEEL CR 6u63-T6 PLUMIVM EI/9' THICK MIN.> 0 m II II 3- ANCHOR TYPE D MUST HAVE A MINI" 3 THREADS EMSE➢MENT PASS SUDSTRATE FOR LOAD5 GREATER THAN 50 PSP IL, ('-Jj ® A- CONCRETE MASONRY UNITS SMALL CONFORM TO ASTN C-SD WITH MININM 200D PSI pNCMORS A CAND D SPACED AT IpOC -Up Dlgpl rp S C 9- ANCHORS A. S AND O YIELD SMOIGM F 100 KSI, LLTIWITE STRENGTH fu•129 KS 8 Ir`rjl HEADER 6- ANCHORS O YIELD STRENGTH FW92 KSI. YMTIMATE STRENGTH Fu•120 KSI "ANCHORS B NOT P1'PIICABIE nAA m O J I�LJI 9 OPTIONAL ® OPTIONAL 'IN 291#18 {p{MBma® i -U HANDLE LOCK HANDLE S OPT IDNAL� 9 STIIE$ SCREEN REINPO I.E ONLY 10 REINFORCEMCNLY 10 OR DOOR APPUCABI➢ONLY MR PPPLICPBIL ONLY FOR IP 2j ED C DOORS WIN PH DOOF9 WTIH FM 3 1 GREA THAN 102 12' GREATER TMPN 102 12' A tl p_ 1 1 y a p 6 M4 P 6 IM CZ o I D O 1 IM6mv oDT6me H9 w91DE IPI 9 POCKET 9 ® - — M9 JAMB O.. SILL -. DOISulu lN9loe wrIDD t-1� •SIT SHET HEIGHT ^DLO q DLC g ((�' (5eEITIAll FOR POSIM DCK M4 B POCKET (n OP NMRAliONS.) 1 QJ cJ 11 it OPTIONAL MT OPTIONAL II & A2/ 3 A3 HANDLE TOP AN➢ MS FIXED PANEL I� F V RCINPORLE ONLY II _Z � Z/33/34/35 APPUCABLe ONLY POR 3 22/ 3 32/ 3 42/ 152 DOORS wttn FT 6 33/ 3. 43/ 3.53 GReATE mAN 102 12. H6 o. 5M SHEET 3 MD Y� POK51LL JN=AB -FIXED PANEL ANCHORING DETNLS 1. 2/ 1. 3/ 1. 4/ 1.5 - ® M6- FDR FIXED PANEL ONLY z 9 .FRAME WIDTH ® 4 ORISD MEAAN�RHR�OVCHDIP ANEW V. a p 1.2/ 1.3/ 1. 4/ 1. 5 OPERABLE PANEL - i UMB i0 MTERLDCE sirtC 6i B e 'OPTIONAL H9 IN9iDe m _ 'SCREEN DOOR _ PURD PPNEL aC InD+ nmo STILC ` 4e INTP K = I m ... W IDE E nt r�y PULL HANm 2I,; M4 N4 DLE OPTIONAL _ IN. Cc u) 6 uKa 9401RICD IQJ^ N�O 1.1 g DLD--1 m'L OPTNAL M4 B m 'd OPERABLE PANEL ouRWDe FRAME WIDTH I - !ADDUCT GEVIBFD 5(IRl : n owg84Atvi12 tlrOmih NA 6 DAro MS LOCK x9mE �EOIAeLa No IG-0aS/.!Z REVE 1BIL - OI/28/Ib M4 EXPInM1W OYe ALTERNATE i 2Y DeA-052 4 a INISTILE IB-052 HANDLE B21nea on" 4 1OIISIM SAIL ShQi 4 OF I I JAMB TYPE 1.3, 1.4. 1.5 C, D JAMB FRAMING ANCHORAGE DETAIL5 SHIM £ t^ ANCHORS A, B, CORD OUTSIDE ¢ vonou. _ 8 ANCHORS TOTAL - w •„ SEE LAYOUT wW VR qZ Da N_ mQ WW LTV _ �I. o 3, 1. 4, 1. 5 JAMB TYPE 1.2 /- MAX. 1/4' 1 SHIM A, S, C, D OUTSIDE SILL HEADER SILL OUTSIDE OUTSIDE ` TYPICAL PERIMETER SEALANT VULKEM 116 POLYURETHANE OE STEEL DR ALUMINUM r NO. 52609 D (SG)D -. 055) o STATE OF 1MAX/4'MSHIN 1ko� 0BA DEa ANCHORS A, B, C OR 8 ANCHORS TOTAL SEE LAYOUT JAN 2 9 101 1. 2 TYPICAL PERIMETER SEALANT VULKEM 116 POLYURETHANE A q W u NOTE FOR 2 8 3-iRpCKS, ANCHORS CAN HE PLACED 'IN ANY SECTION OF THE TRACK AS LONG AS THE EDGE DISTANCE IS MAINTAINED m - FOR 4 6 5 TRACKS, ANCHORS TO BE PLACED.DISTRIBUTE➢ AMONG INNER MOST AND u w MIDDLE TRACKS. IF EDGE DISTANCE IS BELOW u THAN REQUIRED, AVOID ANCHORAGE AT THE OUTERMOST TRACK. (SEE ILLUSTRATION). 'OUTSIDE OUTSIDE OUTSIDE OUTSIDE ANCHORSCHEDULE TYPE DESCRIPTION EMBEOMENT SUBSTRATE EDGE DISTANCE A l 4' TAPCON BY ffW 3 4• MIN. S000 CONCRETE 3' B 14°TAPCON BY BW-I/4°MIN. MASONRY BLOCK 3' C I/4' TAPCON BY R`!/ 1 2' MIN. PT WOOD SG=.55 3 4' D II/4-14GR55M5 MIN. 3 THREADS METAL5TRUCTURE5 3/4' NOTES: 1- MINIMUM EMBEDMENT ARE BEYOND WALL DRESSING. reDDuaTRDY1CBD 2-METAL 5TRUC'TURE5 ARE TO BE ASTM A3G STEEL OR GOG3-TG ALUMINUM (MIN I/8'THICK) e. mvdrin.uY A'AFbYr m"D"R Cade 3- ANCHOR TYPE D MUST HAVE A MINIMUM 3 THREADS EMBEDMENT PASS 5UBSTRATE AmDYae No 18•TTYG)• f 2 4- CONCRETE MASONRY UNITS SHALL CONFORM MINIMUM 2000 P51 I K51, ULTIMATE STRENGTH Fu= 125 K51 5- ANCHORS A. B AND C: YIELD STRENGTH 0 51, U TC-90IMA EVAT11STRENGTH 1, U ULTIMATE 6- ANCHORS D: YIELD STRENGTH Py-92 K51, ULTIMATE STRENGTH Pum 120 K51 04 0 N g � , �1 N 'n jgyEQ V 2f Z Gp 10 z� wd 11 El E' �W 0 � 'm' 4 ecc�e NA HEADED MAMING ANCHORAGE DETAILS :E NOTE 2, SHEET 2 DOOR PANEL DOOR PANEL POCKET II I I HEADER / Al 9CKET CHORSUSTER I TYPES A, C OR D PDCET INTERLOCK SIMICTERE TO DE XSIO1ED MEETING BY U ERS Am -- STILES NOT PORT ¢ THIS aPPa➢vx I — IS4X ID' W SYR _ LTYPICAL ONE ANCHORS SPACED AT 4' FROM ENDS 4-1—Nix le' W Sr¢=� —E IL L MIX 4C W SYk MIX 4W W WM— w W __` TYPICAL CLUSTER OF 6 ANCHORS S SPACED AT 4'DC AT EACH ' )INTERLOCK AND -MEETING STILES I 1 t 1T'i Ti V TYPICAL CLUSTER OF L TYPICAL CLUSTER OF 6 ANCHORS 2 ANCHORS SPACED AT SPACED AT 4.00 AT EACH 4.00 AND 4' FROM ENDS INTERLOCK AND MEETING STILES `N 0ENyF Y 000 PSI CONCRETE iii QVi P IRA 100 STEEL OR ALUMINUM i No. 62609 e Sir u STATE OF �`{�Q.a C_ sTwaE 'OST.CE i�4C FCO IDP \ .+' 3g"� �s!0NA E?;+ e8 3 H ANCHORS A, C OR D'1�N2,9 '1D CLUSTER OF 4 OR 6 2 2 ANCHORS SEE LAYOUT Tom, CLUSTER ZF 3 ANCHORS ' AT POCKET JAMB <EW f 2TRACK MAXIMUM SPACING DISTAf 5V5TOAS SHIM SPACING -Y ANLXORSTYPE AORO u CLUSTER OF 3 ANCHORS IY-IS wm AT POCKET JAMB I 2 TRACK 5Y57EM5 J _1 ANCHORS TYPE C I Wm 48' YAK IB' —DI w NAI 4T—NDTE. FOR 2 6 3 TRACKS, ANCHORS CAN BE PLACED IN ANY —WSYk WSY¢ SECTION OF THE TRACK AS LONG AS THE EDGE DISTANCE IS MAINTAINED FOR 4 U 5 TRACKS, ANCHORS TO BE PLACED DISTRIBUTED AMONG INNER MOST AND HI➢DLE TRACKS. IF EDGE DISTANCE IS BELOW THAN REQUIRED. AVOID ANCHORAGE AT THE OUTERMOST TRACK. (SEE ILLUSTRATION. 4 TRACK EXAMPLE 5 1RACK EXAMPLE 3 TRACKSYSTEM5 ANCHORS TYPe A. CORD F.+EE NOR MR 445 TRACKS) ANCHOR SCHEDUE2. NDOD (SG)=.055) Oz 0 0 ` tEM EDGE C) I1 2 nm/AYE N QD2. 3, 2. 4, 2: 5 z q�q J uquq� ANCHORS A. C OR D CLUSTER OF 6 ANCHORS SEE LAYOUT I%+ C4 IWOH IX42XWOODBUCK - PRDVIDDDWOTNA5ANUTODEPROT'BILY LRFD TO TWwSTCRWPWmDM05. W-�I Di oDDUC E REYIEES Pb'6t WY OW FbN AA-n..<. N- IR�1_Z M..OMe P..piCow cn T PT WOOD (SG=.55 3/4• TYPE I DESCRIPTION I EMBEDMEN A 14' TAPCON BY OW 4' MIN. C 114'TAPCON BY OW I 1/2-MIN. D 1/4-14 OR 5 5M5 - MIN. 3 THREADS METAL 5TRUCTURE5 3/4 NOTES: I- MINIMUM EMBEDMENT ARE BEYOND WALL DRESSING. 2- METAL STRUCTURES ARE TO BE A5TM A36 STEEL OR 6063.T6 ALUMINUM ]MIN. IV THICK) 3- ANCHOR TYPE D MUST HAVE A MINIMUM 3,THREAO5 EMBEDMENT PASS SUBSTRATE 4- ANCHORS A AND C: YIELD STRENGTH Py= 100 K51, ULTIMATE STRENGTH Pu= 125 K51 5- ANCHORS D: YIELD STRENGTH Py-92 K51, ULTIMATE STRENGTH Pu=120 K51 SILL FRAMING ANCHORAGE DETAILS FL '= SEE NOTE 2, SHEET 2 DOOR PANEL DOOR PANEL DOOR PANEL POCKET saz1PJNsim TO I . BPW FART , I i INTERLOCK MEETING DAIS w vx 4 A/ 'STILES / POCKET W/ CLUSTER IF 3 ANCHORS SILL I - SHEAR CLIP V12 NQT REQUIRED FOR INSTALLATION VITH GROUT CLUSTER OF 3 ANCHORS \ SP¢�IN1L.4B' AT- POCKET JAMH 2TRACK 5Y5TEM5 t L-----_______J ANC70RTPEA L FROM ENDS TYPICAL CLUSTER OF 4 ANCHORS POCKET SPACED AT 4' FROM ETYPICAL ONE PSPACED AT 4.00 AT EACH INTERLOCK AND MEETING STILES POCKET F. r — 3TRACK 5Y5TEM5 ANCHORTYPEA TYPICAL CLUSTER OF ` TYPICAL CLUSTER OF 6 ANCHORS 2 ANCHORS SPACED AT SPACED AT 4-OC AT EACH 4' CC AND 4' FROM ENDS INTERLOCK AND MEETING STILES RAM. 4V IIIY Ifi' 9 i_MAY 4B' m 48'_I—m5T'D' MS m - mwm OR R — — NOTE, FOR 2 4 3 TRACKS, ANCHORS CAN BE PLACED IN ANY SECTION OF THE TRACK AS LONG AS THE EDGE DISTANCE IS MAINTAINED FOR 4 6 5 TRACKS, ANCHORS TO BE PLACED DISTRIBUTED AMONG INNER MOST AND MIDDLE TRACKS. IF EDGE DISTANCE IS BELOW THAN REQUIRED, AVOID ANCHORAGE AT THE OUTERMOST TRACK. 4SEE ILLUSTRATION), . 4 TRACK EXAMPLE 5 TRACK EXAMPLE ANCHOR 5CHFDUIE TYPE DESCRIPTION EMBEDMENT- - 5UB5TRATE ED A IM TAPCON BY IR4 13/4' MIN, 3000 ps, CONCRETE 3' MOTE`i: I- MINIMUM EMBEDMENT ARE BEYOND WALL DRE551NG. 2- ANCHOR5 A: YIELD STRENGTH Fym 100 K51, ULTIMATE STRENGTH Fu- 125 X51 FOR INSTALLATION WRIT IX 4 2X WOOD BUCK WOOD BUFAS TQ BE PPAVNf U BY O1Mff5 nlD) i0 B[ PROPERLY [NGNW AHp SfCURB)m IRANSfDfIMPpSfD NADB. NNIIIq ANCHORS A SEESLAYOUT 4 ANCHORS Q� yL OEp sf, F/ y$ ,_P —a2a 22, 3.23 447 No. 528D9 7'9E`tl" aE STAT OF io�FS'F4 ON 'ONAL EN A 8 RSTRAT-'I SJp 30 PSIE ECONCRETE JA,rZ 9 1�l N aOD EAIANT M uaw I116)� ALL ANCHORS INSTALLED WITH SHEAR CLIP D12 Iry��32, 122, a23 =I SUBS SI G 3000 SUBS 13, 132, 133 24, 342, a43 15, 152, a 53 ANCHORS A CL SHEAR CLIP 412 MDT REQUIRED SEESLATE 6 ANCHORS FOR INSTALLATION WITH GROUT SUBSTRATE: 3000 PSI CONCRETE ALL ANCHORS INSTALLED WITH SHEAR CLIP #12 _ -a3, 3,32, 133 a 4, 142, a 43 as, 3. 52, 153 1j I• ANCHORS A CLUSTER OF 6 ANCHORS SEE LAYOUT ATE-3000 PSI CONCRETE z E} o n Bi5 n Bi5 n a]a a a]e ®JAMB 2 TRACK man IJ JAMB (a POCKET JAMB r L=6� @ 1, & POCKET JAMB SNAP COVER man Mon al IA JPMB 4 TRPCK 9 JAMB B TRACK - 11tl QO IONAEJAMB BNAP COVER 2. 992 pp 6. aN 0 5 tl L 2]6 � tl © HEADER - 2 TRACK 2A HEADER- 4 TRACK Q HEADER- 3 TRACK ].5]0 Q Ri tl 2s HEADER - 5 TRACK FRAME COMPONENTS 3z 13/16'SILL-2 TRACK p � a ➢Is a 3 6]) ® 2- SILL - 2 TRACK 03 1/4• BILL - 2 TRACK d Q47 C No. 52609 - axaa ,- -fin STATE OF O 13116' 51LL- 3 TRACK H 6 ®VBILL -3 TRACK - ® 3 I/4- 51LL- 3 TRACK SS SCREW 61 END AND p 6• FROM ENO AND SCREW tl 3.32,43 3. 5 % . , -1/P HOLE 013/16.51LL-4 TRACK mxelax cfl4 z-ve• tl Q 51LL5HEARCUP BOB BAN291N ©2-BILL ADAPTOR see rcertrverrnsurs uwennws oxsneer I ®3 1/4' SILL ADAPTOR a am @ 13/16'51LL-5 TRACK k lROBUCCRE"•o d •"'WoI CIW�,IbI N 2mtl fs G fi ]29 h04R0 �2'S1LL-4 TRACK ,31/4'SILL-4 TRACK a c. tl a L a zv �2. 51LL-4 TRACK ®31/4. BILL Z4 TRACK 1' 01/28/I8 1 Nynxx PANEL COMPONENT5 GLAZING CONFIGURATIONS �„ DE n 18T p yp 1. a1z aam aaaz •4-pQ- `YCENgf, S - It(Tl `fig g alm ! i40- am MI/M2 GLAZING ET N0.52609 d d d d d I, A OR At Ml/M2 333 p99-+, a laD' osD I E$ STALE OF F 6 E N n Gaz n s I m 8s/0 dap s I/2'GNZING ®13/16'GIA9NG B GLAZING e NA CMANN0. CHANNEL A OR At xxx• s =s n WE $ 6 3 AT TOP AND 3 AT JO 3 a ® ®WI 1175 - BOTTOM 5/32 X 3/4' X 5- 1� 8 2 � 1 O4 ATIl51NTERLOGIC - 2. 900 d T- 1 W[ATM[RSIWPPING NEOPRENE SETTING BLOCK Q t-' 6 ATIA9 DOOR END RAIL 1� (DUROMETER 95) LOCATE➢ axm 9 AT 4- FROM ENDS AND Al _ TYPICAL GI TO VERTACTOR (B8) CENTER OF EACH PANEL ATTACHMENT - VERTICAL RAILS WITHW1120- d 1. e1P VMATHf a ® p10 X t 1/2' SS STFH SCREWS •{ �I 1 WPATH[RSTwPPING LOCATED l' FRON THE ENDS AND 24' CC sa a em MI/N2 2 q�= 0.ale ©WI 1255 — — _ _- WEATHER5TRPFING - - - O a 198 a MO O5 ATIA9NreRLOCR3➢IE i> B GLAZING GLAZING QATLAS DOOR g `-' 4 ltqt A OR Al ASTRAGAL - - <b EIO%1 1/Y SS $MS - I.Spp SECIet1W ASTRAGN. TO -1t- •�-/r.� N eDGR END RAIL fi' FRDM N TIP Axa e0Ti01 Ax0 fi' �, a FR01 NEEPFR d � LOGO Z © IN1°DU5TPWG .a14 d 0 �' u .m� INSUTARD GIAvw PANNE RAH M06ZED ALUMINUM 'J d a d• SPPCER WIIFID61LWlfIWSC fILLS[f11NG ON ANO �� �E (LAZING ADAPRR ®DOOR[ND RAIL d --6_� UNPDWIMBUItt RUBBER5EPlANt REINFORCOMENT 'MIES d 1. 139 LENGHT�PH-21/16 pg a" Fp -� aaex I 6yy$ nesD -F6 Is I INTERLOCK . d RONFORQMEM LWGHT�F11-21/16 '/Z $ y 1.1n SfiJf, O9 ATIA5 DOORTOP/ NA BOTTOM RAIL Dorn OI/28/18 pWwxal 18-052 SX[[! SOP I I TYPE A GLASS: LARGE MISSILE IMPACT •A 6 Al °GLAZING PRE55URE: +65 PEP, -75 PSP &16• w.11NATED ns CONFlGURPD: FMEwoR Lire: I/4•ns fitt �� II Ml gE I N2 MAXIMUM DLO: 465/9'X941/16° INreR1AYER 0.090` SGP INi[RIAVER BY );URARAY •A' GLAZING INrewOR UR: I/4• M5 PRESSURE: +50 PEP, -50 PSP . MAXIMUM DLO: 42 5/8' X I 119/1 6• TYPE AI GLA55: LARGE MI551LE IMPACT ,L °°a°R41°5111LL ue 3.M' INSULARD GI159 CONFIGURED! %� • Aexp Ii I<tt�Ns -02e E.pN°BII WI EXRwOR Ure: 3/16'PT AIRSPACe: PANEL HARDWARE O 2 POINT DEAD LOCK I NULTIPOINT MORTISE (E8-8 SS) LOCK PER LOCK MEETING STILE HARDWARE SUPPLIER AMESBURY PART 4881S-84 ATTACI2B TO THE MR WITH (2) 16X 1H• SS RAT HEAD SCREWS 10, 137 D O m 0 0 m O o In 5.662 1. 969 ---;, 75 —3.937- n G DOOR HARDWARE TYPICAL CHH6 /-H5 O X X X HI/H2 H7/HB fq ZJ 2 m 0 3. 29 tl Q BUMPER e .tR � —H5 HI/H2 Hy7/HB O^ N H3 H3 H4 H4 H4 H4-1H4 H4 5 HS H5- ACTIVE DOOR STILE BUMPER 2 PER EACH LOCKING STILE SECURED TO THE TOP AND BOTTOM OF THE VERTICAL. LOCKING STILE WITH (1) 1/4' SMS H6- t/B-IX1 FIXED PANEL HOLD CLIP 1 PER EACH FIXED PANEL SECURED ONLY TO THE TOP HEADER WITH (U 08 SMS. ® 2POINTDPADLOCK5TRIKEPIATE I XEEPER PER MEETING STILE OR JAMB HARDWARE SUPPLIER. AMESBURY PART 4247G-B4 ATTACHES AT JAMB OR ASTRAGAL RAIL USING TOM W/ 110-16X 1-I1VPHSNS. DE f No.52609 *t k I 10. 130 56 E--2.5� •{,'�6Cs f�OR' „,20NAu r JAN29 ® SINGLE WHEEL ASSEMBLY 2 PER FIXED ODOR PAK1 HARDWARE SUPPLIEN. AMESBURY PART 01966-7003-12 ADJUSTABLE 1 11/16' DIAMETER NYLON ROLLER ASSEMBLY WITH ALUMINUM HOUSING ATTACHED TO THE BOTTOM RAIL USING ONE 1/4•XI SS ROM RECL45ED PULL HANDLE ADANS RITE 4431 r 4. 03 3. IS ED 3. 69 O O SINGLE DEAD LOCK(55r5) L I= PER LOCK MEETING STILE HARDWARE SUPPLIER. AMESBURY PART 1537-84 ATTACHED TO THE DODR IT 16X 1/4' SS FLAT HEAD SCREWS. ® TANDEM 'WHEEL ASSEMBLY 2 PER .TRAIME DOOR PANEL HARPIARE SUPPLIER. AMESBURY PART 11966-7501-14. ADASTABLE 1 11/16' DIAMETER NYLOU RR ASSEMBLY WITH ALUMINUM HOUSING ATTACHED TO THE BOTTOM RAIL USING ONE 1/4'XI SS ROLL m ZrmF8. Sa$g® < UBBkI/2 SMS'SECNGJ CLIP TO HEADER �y W 8 © PMEO PANG. HOW CUP EF 6063-TG 1/8'THICKALUMMUM MOOUCERIVVIBPO U) ANGLE P44EM�IY�UILPN4YA Qi ERRNrYR ORey��yL �• 1: Ex -I n rY 4.34 � 0 0 �e 51NGUE DEAD LOCK STRIKE PIATE 05) NA 1 PLATE PER LOCK H AR➢WARE SUPPLIER AMESBURY 011281 PART '537-84 ATTACHED TO THE DOOR WITH 12) 310-16' IS PH SMS _ ..M. 1. n. L15T OF COMPONENTS ITEM DESCRIPTION MATERIAL SUPPLIER J B RA ES ES PT NA A C -5ALUMINUM SUH TERN DOOR COMPANY 1.2 2 TRACK - JAMB FRAME 6063-T6 ALUMINUM SOOT EASTERN ❑OOR COMPANY 1.3 3 TRACK - JAMB FRAME 60 3-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY .4 4 M AM U NUSOUTHEASTERN OUTH A R COMPANY 1.5 5 TRACK - JAMB FRAME 6063-TG ALUMINUM SOUTHEASTERN DOOR COMPANY P POCKET JAMB 606 - 6 ALU NU SOUTHEASTERN OOR COMPANY LET POCKET JAMB SNAP COVER 60 3-T5 A UM N M O HEAST N DOUE COMPANY HEADER FRAMING HEADER2 FRAME U A R A 2.3 3 RACK - HEADER FRAME 6C63-T6 ALU INU .SOUTHEASTERN DOOR COMPANY 2.4 4 TRACK - HEADER FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 2.5 5 TRACK - HEADER FRAME 0 3- ALUMINUM I SOUTHEASTERN UO R C MPANY 3 SILL FRAMING 3e TRACK- 13/16' SILL RAMESOUTHEASTERN DOOR N AN 3.2 TRACK - ' S FRAME' 6063-T A M UM SOUTHEASTERN DOOR COMPANY 3 AC - 3 /4' S FRAME 6 63-TS U I Um SOUTHEASTERN DOOR COMPANY 3.3 3 TRACK - 13/ 6' SILL FRAME' 6063-. 6 ALUMINUM SOUTHEASTERN DOOR COMPANY .32 3 TRACK '- 2' FR M 6 63-T6 ALUMINUM SOUTHEASTERDODR N C MPANY ACK - F M ❑ R PANY TRACK 2-42-- 4 TRACK 2- SILL FRAME_ 606n-T6 ALUMINUM S13UTHEASTERN DOUR COMPOUY- 2-13-- 4 TRACK 1 1/4' SlIll FRAME AnAI-TA AIUMTNIIM SOUTHEASTERN DOOR COMP6U1- 3.5 iRA K - 3/16' SILL FRAME 0 3- 6 AL I UM UTHE T RN DOOR COMPANY 3.5 5 T S LL FRAME 60 3-T6 AL INU S UTHEA TERN OUR CUM ANY 3.53 5 TRACK - 3 1/4' SILL FRAME 6063- ALUMINUM SOUTHEASTERN DOOR COMPANY 3AA L ADAPTOR 63- 6 A LL S ITHEA TE N DOOR MPANY 3. N 06T6ALUMUM SOUTHEASTERN DOOR C MPANY 6 - Y 5 INTERLOCK S - ALUMINUM OMP 6 ATLAS DOOR END RAIL 6063-T6 ALUMINUM SOUTHEASTERN DOOR LO P Y 7 ATLAS DOOR ASTRAGAL 6063-T6 ALUMINUM SOUTH AS E N OUR COMPANY B GLAZING ADAPTOR 6 63-T6 ALUMI UM SUUTHEASTE N DOOR COMPANY 9 ATLAS 0U6922- U ➢ R 10 END RAIL REINFORCEMENT 603-Tb ALUMINUM SOUTHEASTERN DOUR COMPANY 11 1NTERLuuK RuNlumC,jmt,Ni I 6063-16 ALUMINUM SOUTHEASTERN BLUR CUMPANY. 12 SILL SHEAR CLIP I 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY ITEM DESCRIPTION MATERIAL SUPPLIER M ,-I' GLAZ ZING ASKET PVC T PIA CS INC l3/l6' G G OAS A KET C TEAM PLASTICS ING M3 W11175 PILE WEATHER STRIPPING ULTRAFAB M4 WlI205 FILE WEATHER STRIPPING ULTRAFAB M5 W11255 PILE WEATHER PIN ULTRAFAB M6 BULB INYL NEO ENE UL RA A M7 DUST PLUG ULTRAFAB ITEM DESCRIPTION MATERIAL SUPPLIER 1 IF POINT A LOCK STAINLESS STEEL AME BUR T DC STRIKE PLATE STAINLESS STEEL AMESBURY SINGLE WHEEL ASSEMBLY ALUM./ NYLON AMESBURY ANDEM WHEEL ASSEMBLY ALUM./ NYLON AMESBURY U P R 80 SHORE A NBR, F A K L04 RUBBER 6 G SKER CO. qHR D CLIP W/ qE SCREW FI%EO PANEL HOLD 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY SINGLE➢ AD LUCK S AINL SS ST EL AMESBURY SINGLE STRIKE PLATE STAINLESS STEEEL AMESBURY RECESSED PULL HANDLE CAST ALUM NUM ADAMS RITE 1' N SILL DRAINAGE w n., '.004, DE F1 RISI `%D EN3F v No.52609 * STATE OF ON THE EXTERIOR SIDE OF SEE EXAMPLE BELOW -X1' DRAIN OPENING FACTORY APPLIED DRAIN PAN LOCATED AT CENTERLINE OF EACH PANEL JAV29 INTPJUOR 6 WEEPING 66 WEEPING ING L 4 WEEPING I EXTERIOR HOLES 6 HOLES 6 HOLES 6 ` 2 WEEPING 1' NOTCH 1' NOTCH i' NOTCH HOLES B 1' NOTCH DILL DRAINAGC I'XAMftP _ CONFIGURATION: O%KO 3 TRACK 9Y3TEM INTERIOR INTERIOR IDDERIOR 4 WEEPING HOLES 6 L 4 WEEPING 4 WEEPING 4 WEEPING HOLES 6 HOLES 6 HOLES IL I E RIGR 1' NOTCH 1' NOTCH 1' NOTCH P NOTCH _ DRAINAGE NOTE, WEEP MOLP3 ARE INSTALLED UNDER ALL PANELS EXCEPT IN THE IN TRACK 1.1 Z9 Gp � zg r o of py W C� E E'I e 8 Ch V, �6 NA Daa 01/2t3/18 wn¢mw• I B-052 sneer II OF 11 RECsfVED Ft�4 2 a gale Perrnittin8 De MI®DADS St. Lucie Coun�yent DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 PGT Industries, Inc. SCANNED 1070 Technology Drive North Venice, FL 34275 BY SCOPE: St. Lucie County. This NOA is being issued under the applicable rules and regulations goveming 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 b6 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 oi'material'tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer willincur 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 tto comply with the Florida Building Code, including the High Velocity Hurricane Zone.: DESCRIPTION: Series "SH7700A" Aluminum Single Hung.Window —L.M.I. APPROVAL DOCUMENT: Drawing No. 7700NOA1; titled,"Aluminum Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 pioddet 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 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.18-0430.06 MIAMFDAD .COUNTY Expiration Date: August 23, 2023 Approval Date: August23,2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. t' 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11,.dated 04/01/18, prepared by manufacturer, signed and sealed by - ---Anthony Lynn Miller, P.E. B. TESTS i. ' . ' 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,;Loading per FBC, TAS 202-94 3) Water.Resistance Test, per FBC, TAS 202-94 . 4) Large Missile Impact Testper-FBC, TAS 201-94 5) Cyclic,Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,,per FBC 2411.3.2.1, and TAS-202-94 along.with marked -up drawings and installation diagram of an aluminum single hung window, prepared by'Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/0918; signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 '2) Uniform Static Air Pressure Test, Loading per FBC, TAS'202-44 3) Water Resistance Test; per,FBC, TAS,202-94 4) Large Missile Impact T6st per FBC, TAS 201-04 '5) Cyclic Wind Pressure Loading per FBC, TAS 203-94' 6)" Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 window; prepared by Fenestration Testing Laboratory, Inc., Test Reports No: FTIr18-7835.2, dated 05/04/181, signed and sealed by Idalmis Ortega; RE. C. CALCULATIONS Anchor verification calculations and structural analysis; complying with FBC 6t1 .Edition (2017); dated 04/23/18; prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with.ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel xa . . 2r� I t Gatr Exa finer NOA+No. 30.06 Expirati66-Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries; Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 67/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America; Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS, 1. Statement letter .of conformance -to FBC 6t° Edition (2017), dated April 24, 2018, issued by manufacturer,'signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by`Anthony Lynn Miller, P.E. 3. Proposal No. 18-000511 issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, P.E G. OTHERS 1. None. E-2 l�Ur tPiVC.� Manuel Per., E. Product Control E#E31ner NOA No. 18 0.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 G THIS PRODUCT HAS BEEN UESIGNED & IES Itu fu cumnr wun Inc ncwnvmcn � THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITYHURMCANE ZONE(HVHQ. m cul mcee ePP.nT.9n1 BPFn WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR GLASS TYPES 3,7,12.13 OR 15. SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND PERANCHORTYPE WOOD BUCKS LESS THAN 1-10 THICK ARE TO BE CONSIDERED IX INSTALLATIONS. )O BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD DEPICTED AS 2X ARE 1-IV THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO WE STRUCTURE. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING B FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)114° MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION MERE WE PRODUCT IS NOT FLUSH To ME SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ]) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTMEIMW B. POSITIVE DESIGN LOADS EASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM SIM, C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, MD. 0) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIS1WE WNOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THEE 13% STRESS INCREASE HASNOTBEEN USED INTHE DESIGNOFTHIS PRODUCT.THE I.BLOAD DURATIONFACTOR WAS USED FOR THE EVALUATION OFANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSI IRAR MATERIALS SHALLMEETTHE REQUIREMENTS OFTHE FLORIDA BUILDING CODE FORCORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING WOE AND TO BE REVIEWED BY THEAUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS M 10-7835A & 16-T035.Y, ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ANSVAF&PA NOS &ALUMINUM DESIGN MANUAL 111 APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL ALL SHAPES WITH ALL GASH CONFIGURATIONS AREAPPROVEO. SHAPES MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCKMI) OBTAINING DESIGN PRESSURES ANDANCHORAGE FORMAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS. (9- 9-13116' MAX. O.C� et7N5 1l14-BUAK 1MAX, (f]-B,SEE CK) SEES Mq1, O.C. B, SHEET99&B � DESIGN PRESSURERATING IMPACT RATING VARIES PER GLASS TYPE, SEE SHEETS]-5 LARGE &SMALL MISSILE IMPACT RESISTANT 9-in. MAX. (VMAX. BUCK) D. SEE r 6HEETID 1 Q i i 12-1/16°MAX. D.C. LT 04' MAX. TO O } - �; J x Q EQUALLY SPACED l / - H GHT ANCNOESPER TABLESB&T i 13&18'MAX. O.C. 5" MAX. R.trz•MAz. I —_—_ --I 1.. O.C. I�B�4 nv n,..nvnor.. o.r 69.1I0' MA%. TIP TO TIP WIDTH ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION T Type TYPO DeaNP8on N4rod Sam EXb der to Inlndor) DP Table d 1 1/B°AN, .09D' PVB, 1/8" AN 2 2 iW16'LIG:IIB'AN CAP, AIRSPACE, Ire"AN,.WB'PVB1 VB°AN 2. 3 1311B' UG: 118° TP CAP, AIRSPACE, 1/8' AN, .09(° PVB, 1/8" AN 3 4 1/6° HS, .09U' PVB, 11T HE 4' , 5 WIT AN,.090" PVB, 3116" AN c- 6 1W16- LIG: 311V AN CAP, AIRSPACE, 1/8" AN, .090' PVB, 1/8' AN 4, . ] 1W16°LJG: 311V TP CAP, AIRSPACE, 1/87. AN,090' PVB, IWAN 4 8 776"AN,.09WSG, NIVAN 5 9 Y16" HS, .09D' SG, WW HS _ 5 10 1Y16" LID: 118' AN CAP, AIRSPACE, 118" HS, .D90" SO, 1/8" HS 5- 11 iSfWUG:1M"ANCAP,AIRSPACE13/16"AN, .090" 53, 3/18°AN 12 1YITLIG:IfWTPCAP,AIRSPACE, 1/8"HS, .09D'SG, 17W HB 5 13 1WIG LIG: UB" TP CAP, AIRSPACE, WIT AM-MAJ" SG, 3T]B" AN Is 14 iW16° LIG: W16° AN CAP, AIRSPACE, 1/0• HS, .LAP SG, 1/6" HS 5 15 1WIV LIG: W W6 CAP, AIRSPACE, 1/B' HS,.09T SG, 1/8' HS - 5 CODES/STANDARDS USED: 02017 FLORIDA BUILDING CODE (FB%6TH EDITION .ASTM E130008 cANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM4015 cAISI S10 12 cAISC36D-10 52-LIB' MAX. BUCK WIDTH -•-I- i� 5'MAX.O C. j- 411/18°MAX. 03° MAX BUCK HEIGHT / CI r - 4.11H8-MA%. �•{ ATEAPNOTCH ` ATFACX END . ELEVATION FOR TYP. FIN FRAME SHOWN WITH- , EQUAL-LITE CONFIGURATION USER INSTRUCTIONS:~ - I 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN h,PRESSUR REQUIREMENTFROMASCET. - YOUR S OPTION(TABLE , r CONFIGURATION AND SUE, DETERMINE YOURWINDOWDESIGN PRESSURE FROMTABLES2-5. ITMUST EQUAL EIAIN EXCEED WE DESIGN PRESSURE 0.EpUIREMENTFORTRE WNOOWOPENING C OBTAINED IN STEP. f. _ a. 3)�OETEFtMINE THE ANCHOR QUANTTIY,FROMTABLES 88 T. •1 4) INSTALLAS PER SHEET ] FOR FLANGE INSTALLATION, SHEETS FOR EQUAL LEG INSTALLATION OR SHEETS FOR INTEGRAL FIN INSTALLATION. , _ . _I ' NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (RANGE, INTEGRAL FIN OR EQUALLEGIEOX). - 7 SG-KURARAY SENTRYGIAS® INTERLAYER BY KURARAY AMERICA INC. PVB= KURARAY TROSIFOLe PVB INTERLAYER BY KLIRARAYAMERICA,INC. AN=ANNEALED HE -HEAT -STRENGTHENED TP=TEMPERED GENERAL NOTES ................................................. 1 ELEVATIONS......................................................... 1 DESIGN PRESSURES / GLAZING DETAILS........ 24 ANCHOR QUANTITIES ............................_............ 58 INSTALLATION, FLANGE......................................7 INSTALLATION, EQUAL LEG. ........... - ........... 8 INSTALLATION, INTEGRAL FIN ............................ 9 EXTRUSION PROFILES ......................................:.. 10 ASSEMBLY & PARTS LIST .................................... 11 q 8 y z o � „ z z F a zz W � W C z W O N Z C � aJa = K F Z W Z mmm Sasfi GNFn POBe i00D0 br Gib sssn a lon On) Design P4ossumVbsV) for Glass Types I & 2 Tip b Tip W= 10' 27 1 N' 37' 41' 47 W 531IC 21" E4N IQe 1z41A no A0.0 I +65.o I AO -650 A0.0 •05.0 A0.0 •65.0 AO.D +W.0 40.0 +no -W.o 465.0 ADO E@GND' low +no 40.0 K5o 40.0 +%0 ',AGO +WO A0.0 +No Aa0 +65.0 ASO K5.0 AO 46SD 40.0 31' 6b Pr04e' 12.9W 15W3 K50 4G0 ,AoO Aa.0 +W.o AGO Aoo A0.0 +No A60 .no AA0 •no A60 +W.O A0.0 SM,OIII 12aW-12993 K50 A0.0 . 0 -00.0 •W.0 AM +Wo ADD +WO ACI9 -650 40.0 KS AD '65.0 AO EOAIAb 19.6R 'NO -fia.I !65.0 40.0 +WO Aao K5o AD .0 •610 AOD -No 410 K5o A3.0 'no A66 SWMa6 Pr . 15944-19W1 .fiSO A0.0 K50 40.0 +NO A0.0 +WI AB.O +W0 ACID +no Aao KSo A6I +no A0.D 3 Wr OpbmS 15131-ISM K 0 A0.0 +650 40o -00 Aa0 IN 20D +65D ADO +No 400 WSB ADO -no ASO Os. 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A0.0 EquaWle 35954 .65O 400 +65.0 4500 +%0 -WO +650 A0.a +650 A0.0 +85.0 ADO 1 +nUO AO.D K o -000 CoIam Sue M131.31,963 +W0 40.0 .66.0 4Q0 •85.0 A00 •6So ass +tSO -90 465.0 A10 .05.0 �800 .No ADO GlartvO PMex 25194-281w +55.0 An.O +SSO Aa.O +65.0 AD.o +6So aao +65.0 ADO +65.0 A0.0 +s5o AO.p +65.0 ADO Gaston Sim 2A.131.25.M +65.0 ADO .65.0 A00 F65.0 A0.0 .fiso 4t0.D +65.0 410.0 +65.0 -wo +001 wo .Mo 40.0 BY Goan Sim a131.24.IM no -0D0 +fiso AOo +fiso ma 45.0 4O0 +6So ADO +fiso d30 +fiso 40.0 +65.0 40.0 CmNm Sim =131-Z2.130 F65.0 AO.D +fi5.0 ADO +85.0 -80.0 +6So -00.0 +650 A0.0 +550 A00 +650 A0.0 •65.0 -no Gamin 6'ae 18.131.2D130 465D 400 +65.0 A00 +65.0 A0.0 *0501 +BSA -00.0 +65n A0.0 •65.0 -i58 CUMmn Sue 15131-18130 +650 410.0 +650 A00 +65.0 ADSjjftlA0.0 .650 ADO no A0.0 +65.0 .ffi D +Ss.0 -T38 - Snmlat 18194'-ISAW +BSA AO.D +no - Mo +65.0 AWoA0.04650069.0A0.0+650 -TI,T .650-710 E%wA1e 38.464 +650 -60.0 +Bso Ao.0 .66..0 A0.0 A00 +fiso A0.0 +65.0 ADD +65.0 A S .+65.0 A00 C stars Sao W.. 131. 38463 +65.0 -00.0 +650 A D +(ES AO.D a..F650 ADD 0 .fiso A00 cote Sim 34.191-8813D +65.0 AOA +65O A0.0 +550 A0o A0.0 +6So a.0 +050 AUO A +85.0 -70126' GMi,impo ex Wsix.34.13D •85A A30 +i.0 ADO +65A A0.0 A00 N650 R10 .+65.0 Aoo .0 •650 -758 gm Sue 30.131 �30.993 +E50 A0.0 •65n AA.0 +68.0 AQO ADO +630 AO.o +630 4WD .0 •BSO -14.8 lvnGu28.131 .30.13D +65.0 A0.0 +89.0 4WD 465.O A0.0 ASo +650 A00 +65.0 ADO 1-65o�4 ..D •65aSlbl®120.19P-28130 +65.0 4n.0 '•E5.0 Al0 .850 A0.0 A0.0 +Bso NS .no 400 1 F65D -7t0+65C A0.0 AOU +65.0 :90 .0 +TO d9.P+fiso A0,0 .0W50 A60+SSA AO.D +65.0 A90 0 +BSA -14.8 3A191'-98130 +650 A00 .65.0 n. K,io A0.0 A0.0 +6So 4AG .0.0 -Mo .7 +65.0 .11.0 + MINIMUM SASH HEIGHT FOR FLANGED..UVWs It,: uP 101I HemnI-aa.a I MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -48391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS. TIP TO TIP HEIGHT-49.805 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WISDOM IS: BUCK HEIGHT - 48.806 I TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT t' MOM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. p FOR SDF9 NOT SHOWN ROUND UP TO THE NEXT AVAILABLE SM ' p FOR RADIUS TOP WINOOWB, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WTHIN. .)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MNOMUM POSITIVE DESIGN PRESSURE OF45 PER NEGATNE DESIGN PRESSURES ME UNAFFECTED. _ "II ' GLASS STA CK 090•PV AIRSPACE lla•TPGAreANclasis '4PP1>�v�ePlYl^6"�IF EXTERIOR GLASS SITE IL_ Y a ®OR 5 7673 GLASS TYPE 3 - W Y j ` } O ? N O $ N (7 N 5S5 oleo Oa, Q O ��g w o J. Z G=I W F Z J u* DMO Gib r H ?_ g z z LL i o $ S m ® � J Z 4wus y OF Z m G11 Q O * ; No. 58705 I • OS - AN='ANNEALED �o •n �NA TP+TEMPEREO ALYNNM HS HEAT STRENGTHENED PEe Design P.... m (IbelD)Toz GLaes TIP. 4-T flat. seen ozzi,iw loGMn Rage stun imyn Rai9e 0nl To To SNl6 21 EgwNtla 12464 •950 E o CeW o. t&M •050 40.0 3T StaMmOPW. 12.0e4-15.053 +05G E0.0 sweat 1zMB izem MSG .Wo E01WA9 law Me d0.0 SlnzhiO PWM ISBN-IBmt +650 40.0 39.YC CzWzS. 15.131-ISF3 K 0 200 orsmD Ste 1a131-u1m •no -0a0 sweet t249e-14.1m MSa 400 22m4 K30 z.0 Ozml Ste M131-R093 •650 4I)o Slot PN 16.5ee-211m •no 200 4S JEqozPl� G¢dn Size 111131-1350 •050 4n0 CzI. She 15.1J1-18.IM H 0 ze Otte, Ste 14131-15.IN no -00.0 Sweet 124U.11.1E •m. no EgeWte 2eBN •m. 7n0 gel -Size ni31-24.W3 -no 20A SIOMaN P. NAte4_=.tm •150 Eo0 e8 .Gnlan Ste 16.131-nlz) 'nO 800 Qrttan She 18.1J1 .1n1m •050 QGiPn Ste A.191-10.1m •GSo Z0 800 sD>wt uM4-latm aao Eque"tO 25m no no me PSOn Ste 24.131 -JSTIB •050 410 !^ SUNNI PMer ABN- 44IN •5.0 7ZC FS � Ozzem SW DeWn Ste M131-3n5N 1491-m.tm •m.0 •&1A 80.0 400 Cusan Ste 1.. L3I-Istm .e5o ano cRow Ste 111N-tfll]tl •610 E0.0 Seel. 12.464-141m •m0 20.0 E� 31.W4 +no 20. Czl Size Mm131.31.89 •850 200 St Pw. 25.TB -mlio MSa Ono CuetdO Ste 24.1.1-257m MBA 91.0 aY CU91ml6ta T21]t-2e IN •51. Gn1a05te 20.131-221W +050 AOp Cut. St. 16.131-=130 +nD E00 Cmtw Ste le.431-ISIm .650 ea.0 simeet late•-te.1m .sSD aW0 ExeA,ia mom +ma 'no Duran she m13t -3a 4m .no aa0 Getwsae 31.131-m1W -no m.0 TV sumaevWee mwe-94Im +no ano CWian she mI]t-mG33 +mo ano t]etenslm =131-SOIN Mao ano swtot mtu•.0.0.1E .no zoo EpaWa 42404 +n ano fie• Ceetml sza mi31.4Z,IN +s5.o -Wa WIT NOM. ��- GLASS STACK 71W ROM. GIASSSTACK .090'PVO WIG AN GLASS m lJLLYI✓ GLASS 21 IR'NON . NoeRi GLASS SITE N GLASS TYPES IWIWNGLASRM Pve AIRSPACE 1N' WIE ANG AN GLASS WW or IW10' NOM. GLASS STACK 'PVB mows ABLE B Daeki,,PmSauW foTGWae TY $8-18 -See, Geeenplim b OItalRarga smn HKON I+aye Ml Tp Tol10 wmn SYL6` W EWaHib 13.MC •m.D 1100 E,NW 15W .80.0 Alto 31' s1aMn0 Pm IZW-15.m3 •WO -110.0 Shovel 124m-coal +mo -110.0 EpiWAHe sizeie,Ip w 19M A.We-19351 •W.0 •m.0 -1100 -11a0 Ja.YS Qg She 15.131-IBG3 +W.O -it00 Ct;W size 14.131-D.1W +m. -110.0 Sblmt 1]eez-14.1m +WO 4100 EmuHav azsSe .no ."oo Ceetmst. SluLLvtl pteee mem-aPm mIsIR-MIN *no +m0 -110.0 -1100 4P Elan Ste lGA31-13. W3 +W.O 110.0 CzLm Ste 15.131-16IN •WO .110.0 Cohn Ste 14.131. MIN +WD :nU Sweet 12404. 14.11) -WO -1100 EcIze-ea N.w +WO Alto Cwlon Sze Y2.131-2499 +30.0 g100 S1eM3R PWew A.1B1.32t3f +Wa Ato.o Off Cmttze Ste 18..131-m10 -No -11n0 Cz.tun ate 10.131.I Mi. •mA -1l00 - COSlun Ste 14A31-InIW +WU -11a0 smleel IZ4m-I4.Im rio EmulGm nm 1DnCu5bn 3ta 24.1]I-2STM 1f0.0m.eN-:4.1E tD.amarC1ube5te m131-WWW tD.oClDlanste1a131-2n1m 1QOCmlan Ste 21131.16.1E I1o0Ceemn [MI Ste 14.131-IatE m.DS.. t2464-14.1E loGm.BU 11a0Co4Wn Ste PiWx/'LS.zef-R1m R131-Stietl To..0S1 10.0 Cmkm Ste N.131-23.791 •m0 410.0 0S Co. Ste n0lm24.IN •md -1t00 Cmlam Site MASI.22.130 •80.0 -110,0 CzIM Ste 10.131.20.1E •WO 1100 LlulanS B ID.141-t&130 •m0 -11a0 slwmt 1aIW-15.IE +m.0 nmo Egzi4m n4e4 •m.0 -1100 czeq $te 1a131.3sw .90.0 "a.0 i 34.13I-mtE A+ .341E .m0 +m0 -t+D.0 -1110 mt31-WW1 +W.0 -like 2e131-MIN RW. -11ao ffi1B1'-R1E ME"11� +aim -11a0 424G •WC A1a0 w X131-424m •m.o 410.0 JzAw-m1E MO.o nt00 0GVSG WIVAN GIA55 So W1�GL 9 9 1T2' NOM, GLASS BRE 14 N GIAGS TYPES IYIS'NOM. GLASSSTACK ]OTJ tic GLASS TYPE IO FF 1WI0'NOM. GLASS STACK OBP SG AIRSPACE S' TP GLASS ry LIB' NS GLASS (��� J1 Go. I? NW. FoTRAR GLASS BTIE a GLASS TYPE 1F _I I SLABS STACK 090H AIRSPACE IB'ANGLASS 1A'HS GLASS ['�� 31 14 80B IWNGM. .e.�ueS GIASSBITE 6M GLASS TYPE 14 W16'HS GLASC BIG 30 W1fi'H GLASS R NON. LAS GLAbS BILE }4 x GLASS TYPE 9 I f 4+ GUISSIWITIOM. GLASSGM, L N W ; ��- GLASS STACK Of do 0 e'a AIRSPACE .m0•SG �N Gi JfeO K 4 WTPG3IASS WIB'ANGU Z O L a ^ S W A ®°A I ROM. = Mj a 'g Suss ellE L)Lad 022 .o0 FZti WO J u 9M0 00" An 0 Z V N GLASS TYPE I3 � Z Z LL ,1 1WIWNOM. j O - �"- Guss STACK r a .OWSG 0 J AIRSPACE 1fi•TP GUS tWHSGLASG Z IseRS Cry"R 17 NOM. LLD W Q Pxrt1w GVSSBRE f Z Q Ton -MINIMUM GASH HEIGHT FOR FLANGED WINDOWS IS: TIP TOME HEIGHT-49.391 _ IS: BUCK 4B.391*;�•*_ No. SB705 ' MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS HEIGHT. MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOPWINOOWS IS: TIP TO TIP HEIGHT -49.800 - MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG. RADIUS TOP WINDOWS IS: BUCK HEIGHT -48806 t -•01 O: - (1 OMA�E�t`�ee 1) TIP TO TIP DIMENSIONS SHOWN.. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS. SUSTRAGTi'FROMTHETPTOTIP DIMENSION WTHETABLETOOETERMINETHEWINDONsWE. 2) FORSIZES NOT SHOWN. ROUND UP TO THE NEXTAVNLTSLE SCE. - 3) FOR RADIUS TOP WINDOWFIND S, THE SMALLEST WINDOW SZE IN THE TABLE ABOVE WHICH THE RADIUS TOP NANDOW WILL COMPLETELY FIT WDNM. AN- ANNEALED TP. TEMPERED A LYNN MILER. P.E. 4) WINDOWS WITH THE LOW SILL OPTION ME UNITED TO A MAKIMUM POSITIE DESIGN PRESSURE OF MS ME. NEGATIE DESIGN PRESSURES ARE UNAFFECTED. HY HEAT STRENGTHENED PEe SSTm ­Anehor Ouan669s RaqulmEhr .Thmu0hFrama.InslolWtion usin Glass 6S 1.7 Tmlellp WNw - 13• zs' W 49' SX11W Jamb pp m Jamb @p ygp I1141' OI yJamb 'F 3 2 1 Jamb QpFEqpDeacORpq d 1 JbJampfla ¢ m BdlamSaab 1p GB.ePRan Sash Ha9M Fame Ml 2V EauaHi@ rz464 1 z 1 1 z 1 1 1211111212 1 2 z 1 2 z 1 x 2+ 2 z E az4le ISM 1 z 1 1 x 1 1 2 1 1 x 2 1 z R l '2 z .1_1 x 1 2 2 31: Sapled PmJex 128R4. 15983 2 z 1 2 2 1 2 2 1 ] 2 2 2 2 121212 R z 2 3 2 2 2 3M11eet 12434-12993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 1212 2 2 2 2 2 2 2 EeuoWd. 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ' .. G1mtlarE Ppeb;w 15.9M-1B.SS1 2 2 1 R 2 1 2 2 1 x z 2 2 2 x 2 2 2 2 2 2 2 2 2 seoIr Cuatmn Bee 15131-.15.943 2 3 t 3 2 1 2 3 1 2 212 3 2 2 2 3 1 2 2 22 R 2 pulps Sao 14.131-.15.130 2 2 1 x z 1 2 x 1 2 2 2 3 2 2 z 2 2 2 2 2 2 2 2 skawat 12481-14.+N 12 1 2 2 1 2 2 1 1 2 2 2 2 x 2 2 2 2 2 2 2 2 2 E9uaNi19 2x.884 2 2 1 2 2 1 2 2 112 212 2 2 2 2 2 2 x 2 2 2 2 2 Coal. Sao 26.1.1-2298.1 2 2 1 2 2 1 2 2 '1 2' 212 2 2 2 2 2 2 1 2 2 2 x 2 SIa1WBN P1 1&594-20.136 2 2 1 2 2 1 2 2 1 2 R 2 2 2 2 2 2 2 2 2 2 2 2 2 4S C-uo nS'aa 1&131-18.50 z 2 1 2 2 1 2 1 1 2 2 2 2 R 2 2 2 2 2 2 212 2 2 Cualwn Sea 1&131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 3 21212121 2 Cuslpn see 14. 111. 15. 130 3 12 2 2 1 2 2 I 2 2 2 2 2 2 2 2 2 2 R 2 R 2 2 Sweet 12a64-W.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 31212131212 E,.1411. 24.BH 2 2 1 2 2 1 212 1 R x 2 2 2 21212 2 2 2 2 1 2 2 Cat. Sp. 22.131. 24.9&1 x 2 1 2 2 1 2 1 1 12 2 x 2 21212 2 2 212121212 SaMord PVJev 20.194-22LIW 2 2 1 2 2 1 x 2 1 2 2 2 2 1 2 2 2 2 2121 2121212 Off EuS Sue 14d3I.M193 2 2 1 2 2 1 3 2 1 2 2 2 2 x 2 2 2 2 2 2 2 3 R 2 Cua+wn Sao 1&131-MISS 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 S 3 2 2 311 2 Cueldn Slag 14.131-16.130 3 2 1 3 2 1 3 2 1 9 2 3 a 2 213 2 2 3 212131212 SMlesl 12481-14;130 3 2 1 9 2 1 3 2 1 3 2 2 3' 2 R 3 x 2 3 2 2 31212 Eglmtle. 25 rn z z 112121 1 z z 1 2: z x 2 2: x 2 z z z 2 x 2 Camom Size L.131-2&7M 2 3 t x 2 1 3 3 1 2 2 2 2 2 212 2 2 2 2 2 2 2 2 P SIMCVU Phew 20.BW-24A30 2 2 1 2 2 1 2 2 1 2 2 2 2 2,212 2 2 2 2 R R 2 2 B ~ SabC p I. Size Cmtm Spa 23,131-N W te.131 -20190 2 2 3 2 1 2 1 3 x 1 2 1 2 2 3 2 1 2] 1 3 2 2 2 2 2 9 2 2 2 2 3 2 2 2 2 2 2 3 2 2] z 9 2 2 2 2 C Ipn Srse 16.131-1&ta0 3 2 1 3 2 1 3 1 1 3 2 2 3 x R 3 2 2 3 2 2 3 2 2 Cap. Ske 14.131-ISSN 3 2 t 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 x 3 2 2 skeleat 12434-t4.130 3 2 1 3 2 1 l 2 1 3 2 2 3 2 2 3 2 x 3 2 2 3 2 2 Em®Nito 31.pa 2 3 1 2 3 1 x 3 1 2 3 2 2 3 2 2 3 x 2 3 2 2 3 2 Cat. Sio x&131.31.953 3 9 1 9 9 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 x supwaa, P.. 25.,SI e130 3 2 1 3 2 1 3 2 1 9 2 2] 2 3 3121213 2 3 J 3 3 Chat. Ske x4.131.25,293 3 2 1 3 2 1] x 1 3 2 2 3 2 2] 2 2 3 2 2 3 2 2 BY Cuatan Ske 22131_MAI0 3 2 1 3 2 1 3 2 1 3 2 2 3 2 x 31212 3 2 2 3 2 2 MIam 31°e 20.131-22.130 3 2 1 9 2 1 3 2 1 3 2 3 3 2 2 3 2 2 3 2 2 3 2 R pntam Sae 18.131 =20136 3 2 1 J 2 1 3 2 1 9 2 3 a 3 23 R 2 3 2 R 3 2 2 Caplan SYe 16.131-ium 3 2 1 9 2 1 3 2 1 a 2 2 3 2 2 312 2 3 2 2 3 2121 BFMeat 13.194'-1&130 4 2 114121 1 4 2 114 '2 2 4 '2 2 4 12 2 4 2 2 4 2 3 E,aaHlle NAM 3 3 113131 1 3 3 113 9 12 3 3 2 31 3 2 3 3 2 3 3 2 Custan Slm MI t31-3&4a3 3 3 1 3 9 1 3 3 1 3 3 2 3 3 2 J 3 x 3 3 1 3 3 2 Caplan Size 34.131-36.130 3 3 1 3 3 1 3 3 1 3 3 R 3 3 2 3 3 2 3 3 2 3 3 2 TB' SImNVO PmJav 30.994-XIX 3 3+ a 3 1 3 s 1 3 3 z 3 o 2 3 3 2 a 3 2 3 3 2 Custm Size XIM-WM3 3 3 t 31 3 1 1 3 3 1] 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Cuatwn Sao 2&131.30130 3 3 1 3 9 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Sweet m.19P-26.130 4 2 1 4 2 1 4 2 1 4 R 2 4 2 2 4 2 2 4 2 2 4 3 2 E'aiwas 42AW 3 4 I 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 t4' C tm Sao 38.131-4R.483 3 4 1 3 4 1. 3 4 1 a 4'2 3 4 2 3 4 z 3 11 3 4 x 3bMSE Pm ee MISV-39.130 4 3 114 3 1 4 3 1 4 S 2 4 3 2 4 3 2 4 3 2 4 3 2 -MINIMUM SASH HEIGHT FOR FLANGED WINDOWB IS: TIP TO TIP HLIUDI-49.41O MINIMUM BASH HEIGHTFOR INTEGRAL FIN AND EQUAL LEG WINOOWG IS: BUCK HEIGHT-4B.391 MINIMUM BASH HEIGHT FOR FLANGED, RADIUS TOP WNDOWS IS: TIP TOMP HEIGHT-49.606 MINIMUM SASH HEIGHTFOR INTEGRAL FIN MID EQUAI. LEG, RADIUSTOP 6WNDOWS IS: BUCK HEOW-4E.906 Gloss Type Deabripllon (Uslad (rem EXtenor to Interlor) 1 V6WN.79' PVB, 11VAN 2 1316' UG: U&" AN CAP, AIRSPACE, 1)6'AN..68O' PVB, 1W AN 3 IN16' ❑G: IIW TP CAP, AIRSPACE, 1J6• AN..OW' PVB, I V AN ,4 JIW HS,.097 PVB, 118-HE ' S 3116'AN..DW" PVB, Wir AN 6 13116' LIG: 3116' AN CAP, AIRSPACE, VV AN, .OW" PVB, 17i AN i 11311V LID: NlF TP CAP, AIRSPACE, 11F AN..OW' PVB, IW AN I { � 3 m l UU 7 p SU .aa 0 N m Q °!00 0 �m tz Z Z OLL oow I!� Z W . UUoS o p 1 uaN pM0 W � � OoZ Q $ Z C) 7 Z - ' _ .. f • J I ' 0 Z N Z Q aN'1 Q C3 0: O = ' U Q 'aaa0 sana5 SN1111111 q1� o`oNY LYNN�''.,. •'•-2''� 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS. SUBTRACT VMOM THE TIP TO TIP DIMENSION IN WE TABLE TO DETERMINETHE _ No. 56706 *_ WINDOWSIZE. — M 2) MR SIMS NOTSHONM, ROUND ILPTOTHENEXTAVARABLESI2E._ OAT OF '3) FOR RADIUSTOPWINDONIS, FINDTHE SMALLESTVANDOWSIZEINTHETABLEABOVE ��'• ATORIOI;.•' \�`� 4� WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FITINITHIN., •4) ... a�?p ��z/�NlpL 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN 1E\13 - - _ -PRESSURE OF.65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A. LYRN MILLER, F.E. Me SIM wAnchor GuanllUe& RequImml for -ThmughFmmo" 1. lallalon ualn G[sts Tv,No&IS Tpla Rp W Wb Ir ✓339m�tb! Y m II- Jamb 33' Jane Y o{ 3r Jena £@Q d 41' J®nb �a 2 W Jame Fpp d _4r Jamb '¢Q 3 Ian&• Ja.bb a m eCaNd la,N b GronTen9e Ran ,Moat P ) Sd' E93W4.. I2 1 2 1 1 2 1 1121 1 1 2 2 1 3 2 1 x x 1 2 2 Egw t. 15981 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 JI' bteltla4PMae 12934.15.1HJ x 2 1 2 2 1 2 2 f x 2 2 2 2 3 2 2 3 2 2 2 Slotnl 12184.1299] 2 2 1 212 1 2 3 1 2 2 3 212 3 212121212 S EO ft 19.6n 2 2 1 2 2 1 2 2 1 2 2 2 2 2 x 2 2 2 2 2 2 SWLLOPMew 1&w-1e851 2 3 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 r Clntan$W 1&IM-15.94] 1 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 Cmtmn Sao 1.131.15.130 2 2 1 212 1 2 2 1 2 2 2 2 x 2 2 2 2 '2 2 2 ShwI t2481-t1.IJ0 2 2 1 2 2 1 2 x 1 2 x 2 2 2 2 2 2 2 2 2121 E,WJilo 22064 2 2 1 3 3 1 S 2 1 2 2 2 2 2 2 2 3 2 2. 3 2 Cast. S40 120.131-x269 2 2 1 2121 1 2 2 112 2 2 2 2 2 2 3 2 2 3 3 swa3aN Pap4. 18.5e1-a1.130 1 2 1 2 2 1 2 2 1 2 1 2 2 2 2 2 2 2 2 3 2 4S CWIan Sao 16.131. 18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 3 2 2 3 CaIlam bue 15.131-ISAW 2 2 1 2 2 1 2 2 1 2 2,2 2 2 2 2 2 2 2 2 3 Col. Sao N.131-11.IN 2 2 1 2 2 1 2 3 1 2 2 2 2 2 2 2 2 2 2 2 3 swcal 12484. 14.130 3 2 1 3 2 1] 3 1 3121 2 3 2 F 3 2 3 3 2 3 EOueNlb 34881 2 2 1 2 2 1 2 2 1 z z 2212.2. 3 2 2 3 2 2 3 2 Cunam Slte =131-24SN 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 x 3 3 2 3 2 SU1tlW Proomw 20.101-YL IN 2 2 1 2 2 1 2 211 21212 2 12 2f2l 3 12 2 3 2 2 3 ] Off Callao SYe 1&131-20.103 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 2 3 3 OstanSo t8.131-1&IM 3 2 1 ] 2 1 ] 2 f3 1212 3 3 2 J 1 2 3 2 2 3 2 ] Cw1an SYe 14.131-MIN 312 1 ] 2 1 J 2 1 J 3 2 3 2 23 2 2 3 2 3 3 23 Slotbl 124N-11]]0 312 1 3 2 13 21 1 31 2 9 31 21 2 J 2 2] 2 3 31 23 Eemllee 2&m' - 2 2 1 z 2 1 2 z 1 z 2 2 z z 2 z 3 2 2 3 2 z 3 x M1an sYe 24131-nnS 2 2 1 2 2 1 2 2 1 z x 2 z z 2 z 3 2 2 3 2 z 3 x g 3•.NaO PTJmr 20.N1-34.IW 2 2 112 2 1 2 2 1 2 2 3 2 212 2 9 2 2 J 2 2 3] Cu3bn Saa A.131-MmW 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 I 3 2 2 2 3 1 3 ] Fg 565T Cuelpn SYe 1&t31-MAN 3 2 13 1 1 3 2 1 3 2 2 3 2 23 2 2 3 2 2 3 3 3 Ca,a, S'aS 1&IW 3 2 1 3 2 1 3 2 1 8 2 2 3 2 23 2 1 3 2 J 3 2 J CW1ae Sao 1B.1" 3 2 1 3 2 1 3 2 1 J 2 2 3 212 3 2 2 3 2 9 3 2 3 blvlaet -14.1M 3 2 1 3 2 13 2 13 2 23 2 23 2 2 3 2 3 3 2 J EeWHlla61 2 3 1 2 3 1 2 3 1 2 3 2 3 J 2 2 3 2 2 3 2 2 4 J Unipn bYlf -31.083 3 3 I 3 3 1 3] 1 3 3 2 3] 2] 3 2 3 3 3 3 4SIm89d P1 .-2&130 3 2 1 J 2 1 3 2 1 3 2 2 3 3 3 3 3 2 3 3 3 3 3CLa((m 3Ye RMISI- -25.203 3 2 1 3 2 1 3 2 1 3 2 2 3 3 3 3 3 2 3 3 3 3 3-24AW 3 2 13 2 1 3 2 1 9 2 3 3 2 1 S 3 2 3 3 3 3 3 1 Gaon Sao -22N0 3 2 1 3 2 1 ] 2 1] 2 3 3 2 2] 2 2 3 3 3 3 3 3 . 0.1301 3 2 1 3 2 1 9 2 3] 2 2 3 2 2 3 2 9 4 3$a. -1&IN 3 1 1t 9 2 2 3 2 3 3 2 2 d 3 3 d 2]-I&AN 4 2 1 4 2 1 4 2 1 4 2 214 2 2 4 2 2 4 2 3 4 2 J E0u94te ]41& J 3 1 ] 3 1 J 3 1 3 3 2 3 3 2] 1 2 3 4 3 3 1 ] Cuelae Sao n=9 311.4&1 ]& 1 3 J 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 d 3 Cas. Ste U.13%-MAN 3 3 1 3 J 1 3 3 1 3 3 2 3 3 2 J 4 2 3 4] J 4 3 ]6' SbNN P. ]0.894-]4130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 3 4 4 3 Gaston, Sao W.131-A023 3 J 1 3 3 1 3 3 1]] 2]] 2 9] 2 4 3 3 4♦ 3 CIUWm Sao 28.1i1-W 30 ] 3 1 3 3 1 3 3 1 J] 2 3 3 2 1 3 x 4 3 3 4 4 3 .eet 28.1&'"-2&130 4 2 1 4 1 1 4 2 1 4 2 2 4 3 2 1 3 3 4 3 3 4 3 3 E,W4,h Q2 3 4 1 3 4 1 3 4 1 J 4 2 3 4 1 3 4 2 3 4 3 3 5 3 61' Clot. 6Ye 3&131.4248J 3 4 1 3 4 1 3 4 1 J 4 2 J 4 x J 4 2 4 6 3 4 52 SlakgO Pmlew 34.1W'-38.IN 4 31 1141 3 1 4 3 1 4 3 3 9 J 3 1 1 2 4 4 3 1 4 3 -MINIMUM GASH HEIGHTFOR FLANGED WINDOWS ISITIP TO TIP HEIGHT-49.391 MINIMUM SASH HEIGHTFOR INTEGRAL FIN AND EOUALLEO MDOWS IS: BUCK HEIGHT -48,391 MINIMUM SASH HEIGHTFOR FLANGED, RADIUS TOP WINDOWS I& TIP TOMP HEIGHT-48.88E MINIMUM SASH HEIGHTFOR INTEGRAL FINAND EOUAJ. LEG. RADIUS TOP WINDOWS IS: BUCK HEIGHT-48896 Gla® Tree Gowdplon(Llslad from Eaterler b I.Wdor) 8 Y18' AN, .09T SG, Y16 AN 9 Y16'HS,.D9D'SG,WTHS 10 1 VI V ❑G: 11W AN CAP, AIRSPACE, I/G' HS..09T SG. 1/8' HS 11 131jr IG:IIW AN CAP, AIRSPACE,&IT AN..090' BE, Y15' AN 12 I V IV LJG: If TP CAP, AIRSPACE, 11T HS, :090' SG. tl8' HE 13 1Y1G LIG: 118' TP CAP, AIRSPACE, 3116' AR.DRY' SG, YIS' AN % 13fIFLIG:Ytb'ANCAP,AIRSPACE, 1I8'HS, .090'SG, 1/B'HS 15 I&IV ❑G: SHT TP GIP. AIRSPACE, VT HS..C90' SG. I/r HS 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EOUAt_ EG WINDOWS, SUBTRACT 1' FROM THE TIP TO T P DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AMIABLE SIZE 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW WEIR WE TABLEASOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ME LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF 185 PSF. NEGATIVE DESIGN PRESSURES ME UNAFFECTED. l_ W > yA C7 N ala& � Q Z LL LU r ry S Uj .- gY U U_pd o v ,; u n FZO V< J JMO Q y O2 O 3 Z W U U ® W 1C laayl z Z N GGG � F INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION - OPTION I EDGE DISTANCE ANCHOREDTHROUGH r —T FRAME IWOM WOOD '—�--) FRAME OR BUCKSTRIP: SEENOTE2.THISSHEET. � I O EMBED- I —1_ —L_ _ , MENT I TIP TO TIP HEIGHT L FIXED VISIBLE LIGHT HEIIjGHT 1 EXTERIOR a EACH END SASH VISIBLE LIGHT HEIGHT SEETABLE J NOTE B, FO HEADTYPE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6. R INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. EMBEDMENT 1M'MAXSHIM EDGE DISTANCEPMELDVISIBLE g;; TYRANCHORTYPE. EMSEDMENTANDEDGE DISTANCEPERSUBSTRATE, SEE TABLE S. 13 UE I.ATC I SWEEP LATC EP H MIOSPAN OR 2 BOTTOMLOCKS OPTIONAL HIAISE - BILL SHOM SEE SHEET IO FOR STANDARDSILL. NO ANCHORS REQUIRED IN ° FLANGE OR EQUAL4EG -, FRAME SILLS VERTICAL SECTION B-B " - INSTALLATION OPTION 3 ANCHOREDTHROUGHFRAMEANDIX SUCKSTRIP INTO CONCRETE7CMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 114°MAX SHIM + �- SASH 17 _; - EDGE LIGHTWIDTH WIOTH DISTPNCE . . 1 TIP TO TIP WIDTH EXTERIOR HORIZONTAL SECTION A -A Imo- 1/4'MIUL SHIM DAVEAPPROVED MULLION,FBC COMPLIANTA STUD. MY OR STEEL STUD. MAY BE VERTICAL OR INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL Anchor % Substrate Min. Edge Mn. Embedwrd ` P.T. Southern Pine(SG0.55) 9116" 1-3/0" #12 Steel, Alurrinum 6053-T5 Bin. 3/8' 0.063" 410 1 or Screw SS ' A36 Steel 316" 0.063" - Steel Stud, Cr. 33 rrin. 3/8° 0.045° 18 Ca I Concrete(rrJn. 3.35 kei) 1° 1-3/4' 1/4"410 SS Ungrouted CMU,(ASTM C-90) 2-1/7 1-1/4" Cr410S P.T.Southern Pine SG-0.55 1' 1-318° Concrete min. 2.851GI) 1° 1-318" 11M1" Steel k Steecon Ungrouled CMU, (ASTM C-90) 2-1/2" 1-1/4" ultn. P.T. Southern Ping S(;=0.55 1' 1-318" A) MIN, OF 3 THREADS BEYOND THE METAL SUNS-IRA(t. B) USE ONLY FWTHEAD ANCHORS IN JAMBS. PANMEXIFIAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C)'UNGROUTED CMU• VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SUBSTRATE. SEE TABLES. WIDTH ® SASH S FIXED LITE: TIP TO PP WIDTH -6.12' HEIGHT (EQUAL -Lin) TIP TO TIP HEIQHr2-3T3' HEIGHT (PROVIEWI ®FIXED LITE; TIP TO TIP HEIGHT2 ♦ 3JW ®SASH: TIP TO TIP HEIGHT2 -11.Bi HEIGHT (CUSTOM SASHI GFIRED LRE: TIP TO TIP HEIGHT- SASH HEIGHT-3.55" ®SASH: SASH HEIGHT.4W 1) USE ONLY SUSSTRATEAPPROPRIATE ANCHORS LISTED ON TABLES. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.. 2) MASONRY ANCHORS MAYBE USED INTOKARM PE0.TABLE C. ALL WOOD BUCKS LESSTHAN 1-12°TODBUCETO E CONSIDERED IX INSTALLATIONS. 1 SUBSTRATE. TE. WOOD OPRONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE..WgOD BUCKS ,DEPICTEDUSED) SHALL ARE EDETHICKORGRFATERLI TRANSFER BUCKS LWNEN TO THE STRUCTURE, TDESIGNED BUCK DESIGN TRANSFER LOADSLA ION ST HE RESE. WOOD BUCK THE EN GINO ARCH( INSTALLATION IS THE 0.ESPONSIBRRY OF THE ENGINEER OR 11RCHTTECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. W P5 w � y (>LDn" oLL11 aIm Q i J p ZLL.0 �' Z ' O O w Brno p. M r �Z� � y 2 (D 0 O ® Z O -Z laays 3' a W O = K 4 w�Z No. 58705 `v71 M"' A LYNN MILLER, PE RE4 M705 i INSTALLATION DETAILS FOR EQUAL -LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHOREDTHROUGHFRAMEANCHOREDTHROUGHFRAMEANDIX DIRECTLY INTO CONCRETEICMU. SUCKSTRIP INTO CONCRETE/CMU. OPTION EOGEDISTANCEr_T ___ ____ TT ��,, SEE NOTE 2, THIS SHEET. ANCHOREDTHROUGH EMBEDMENT EMBEDME FRAME INTO V WOOD FRAMEE EENOTE11BHISSIRP. L EDGEMEW- ° I^ 1/4•MW[SHIM ,y,SH VISIBLE 1/4•MPX SHIM --�I r-- DGE SEENOTORSUCSSHFET. W�W� 0. I DISTANCE r LIGHT WIDTH STMI DISTANCE MEXD VISIBLE LIGHT HEIGHT I su HEIGHT BJT } SASH VISIBLE LIGHT HEIGHT L EXTERIOR a 15 PWEEP 42 NOANCHORS REQUIRED IN FLANGE OR s 1 •• EQUAL -LEG - FRAMESILLS VERTICAL SECTION B-B SEETABLE NOTE B. FOR HEAD TYPE TYP. ANCHOR TYPE. EMBEDMENTAND EDGE OISTANCE PER SUBSTRATE. SEE TABLE B. TYRANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEETABLEB. a 3 UELATCH 1 SWESP NOR 2 MIDSPAN OR 2 BOTTOM LOCKB OPDONALH4RISE SILLSHOMLSEE SHEETIOFOR STANDARDSILL BUCKWIDTH EXTERIOR HORIZONTAL SECTION A -A V Imo— 1/4•MA%. SHIM "4} ORSTEELSTUD.MAYSEVERTICALOR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLE8. INSTALLATION EQUAL OPTION 4 LEGMOX ANCHOREDTHROUGH FRAME FRAME INTO METAL SHOWN Anchor Substrate Min. Edge Mr. Enbedmenl Distance P.T. Smarem Pine (SG=0.55) Bite" 1-3/8" #12 Steel, Aluminum, 6063-75 min. 318" 0.053" 18-8 or 410 SS Screw A36 Steel 3/8" 0.083" Steel Stud, Gr. 33 Rin. 30 0.045" 18 Ga Concrete (An. 3.35 ksi) 1" 1-V4" 1/4 °410 SS grouted CMU,(ASTM G90) 2-1/2" 1-114" C'41OeX P.T. Southern Fine SG-0.55) 1" 1-3/8" Concrete (min. 2.85 ksi) 1/4" Steel llNxan Ungrculed CMU, (ASTM O-BO) 2.1/2" 1-1/4" P.T. Southern Ping SG-0.55 1" 1-31V A)MIN. OF 3 THREADS BEYOND THE METAL SUBSNATE B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANME%,FLAT HEAD TYPE 15 ALLOWABLE FORANCHORS IN THE HEAD. C) VNGROUTED CMU- VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES TYP. ANCHOR TYPE, EMBEDMENTAND VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL: SEE SHEET S FOR STANDARD SILL) WIDTH ® SASH 6 FIXED LITE: BUCK WIDTH -4.12• HEIGHT(EQUAL-LIFE) BUCK HEIGHT2-3.23' HEIGHT(PROVIEIV) OFIXED LITE: BUCK HEIGHTn.4,W' QySASHI BUCK HEIGHT2 - 11.47 HEIGHT (CUSTOM SASH) ®FIXED LIRE: BUCK HEIGHT -SASH HEIGHT .2.55- @SASH: SASH HEIGHT-4.6T 1)USE ONLY SUBSTRATEAPPROPRNTE ANCHORS LISTED ON TABLE S. FOLLOW EMBEDMENT MD EWE DISTANCE UM". ANY INSTALLATION OPRON SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE B. ALL MOD BUCKS LESS THAN 1-12•THICKARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPROWU. IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. MOD BUCKS DEPICTED AS 2X ARE 1-12° THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. J) VISIBLE LIGHT WIDTH OR HEIGHT ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. m W H�i O o S S y •aa (7 N o,oD O K a0 Oe Z O -T � Z W 1On� 12Fe, rw I ONO 8� 4 �Z $ Z O D ZO LL O W Z"i' N X IeaYS DDD a O � Z J J .e ¢ au BUCK HEIGHT FRED VISIBLE LIGHT HEIGHT I EXTERIOR a NOTCHAT- EACH NO SASH VISIBLE LIGHT HEIGHT TYRANCHORTYPE, IEOMENTANDEOGE XPERSUSSTMTE: SEE TABLE 9. (SCREWSHCWN) I` EMBEDMENT 1 J_ EDGE _ DISTANCE EDGE Tj-DIIS-T-}ACE 1 1 ttr4•MAx. EMBEDMENT SHB4 I `—TYP.ANCHORTYLPE EMBEDMENT AND EDGE 1� USE E1 SWLATCH NO MIDSPAR 2 NOC 2 BOTTOM L/OCKS PTO STANDARD SILL SHOWN. SEE 33 PREMOUSSHEET FOR OPTIONAL NI -RISE SILL 1/4•MAX TABLE B' 1 EDGE -MSEOMENT _ VERTICAL SECTION D-D 1 _ 1/4•MA%SHIM 1/4' MA%SHIM SASH VISIBLE J 1' UGNT YADTH I 31 �-25 OR SB I BUCK WIDTH HORIZONTAL SECTION C-C DADEAPPROVED MULLION, F9C COMPLNNTALUMINUMWEELFRAMING 1/4"MAX.SHIM -+{ ORSTEELSTUD.MAYBEVERRCALOR HOR20WALSUSUM MM PROPERTIES.TABLE9. C10 OR 012 STEEL i5 SE DFILUNO BMS(G5). SEE TABLE S. INSTALLATION _t l' OPTIONS:,' ,a ANCHOREDTHROUGH _ INTEGRAL FIN INTO METAL - Anchor Substrate Min, Edge Distance Min. Embedmem 271Y2• x .113' Box Nail P.T. Southem Pine (SG0.55) 511E 2438 . 2-12" X .131' Common Nall P.T. Solahem Pine (SG=0.55) 3/8• 2438 2-1/2' x .14E Rwfirg Nail P.T. Southwm Pine (SG=0.65) 318" 2.438 2-12" x .145" Roofing Nail P.T. Swthem Piro (SG=0.55) ' 319" : 2438 #10 Steel Trusshead Smew ol sccrele on Steel, Dr470 SS w ' P.T. SDuthem Pine (SG=0.55) la" 1.375 - 0,125" Aluminum, BOS3T5 min. 6/18" 0.125 O.O5E A36 Steel sma, 0.05 0.045' (18 Gal Steel Stud, Gr. 33 min. 611E 0.045 A)MIN. OF a THREADS BEYOND THE METAL SUWlHATE EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. (NHL SHOWN) VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7OR B FOR HIAISE SILL) NADTH � SASH S FIXED LRE BULK Vr10TH •4.12' SUCK H (EOUAL1 BUCK HEIGNTR-3233Y HEIGHT(PROVIEW) @FRED LITE: BUCK HEIGHT2."W, @SASH: BUCK HEIGHTr1. 11.43• HEIGHT ICUSTOMSASH) ®FRED LITE: BUCK HEIGHT. SASH HEIGHT-2.55- ®SASH: SASH HEIGHT-4.BIT ' m y{� On (� N clop y 0 Q O Y@ Z o w 2 IIF O U $ o 1-Z'ce jn'yq nNU r j F i �2 S 0 w W to , O w Z Lw7 NOTES: 1) USE ONLY ON TAB�E 9. LYNtv MCHORS LISTEDD FOLLOW (�;�IZOPRIATEN�,C-EMIe.... S •'-'(�, E NTAND SiANCE S.ANY �; INSTALLATIONION SH BE IINDEOFPDON SHOWNMAV BE USED ' '•P =* N0. 58]OS ON ANY SIDE OFTHE WWOOW ONAN /] 2)VISIBLE LIGHT WIDTH OR HEIOHT(0) IS REFERREDTOASDAYLIGHTOPENINO)IS -0 .-�` �: MEASURED FROM BEADING TO BEADING. T •' ((]�` %ROT'.• Gfe i rrl/ml11NP A LYNN MILLER, P.E. P.Ee3a p5 z.64e• �-- .osz• f.4s9• tDIL NGEIWMEHEAD — 2.798• 264r OBr O FLANGE FRAME SILL 2eae• --{ z.ur Dfir OINTEGRAL FW FRAME HEAD 2.]9B• 3.466 Or 1— OINTEGRAL FIN FRAME SILL I2.2]3' f..1TD� I 1III'V I 221. 2.160' 6sr - 4— �z.e-4-e--� OEQUAL LEG FRAME HEAD 2.34f• O EQUALLEOFRMIESILL OF GEFRAMEJ S FLANGE FRAME SILL H4Mln 22]3• —� Z r z.,o6• 1136' I I 11 I,W 14 SASHTOPR a FIXEDMEETINGR ,4 N MSBEOTTUM RML +p SASH SOTIOM WJL I] SASHSIOERAIL osz• 2.]Y4' 1.,25- f'^ OINTEGRAL FIN FRAME JAMB OSILL-INTEGRALFM FRAME HI -RISE SILICONE STRUCTURAL POLYISOBUf1'LENE' 1l4'NOM. VJfTH DESICCAM MT NT. GLASS ]0 KODISPACE4SGTPS 2068' o6r 2.]24• O EQUAL LEG FRAME JAMB OEQUAL LEGF ME SILLHMUSE - HOT -MELT BUTYL STRUCTURAL 3116•NOW SILICONE FOAM WITH. DESICCANT MT.OV Ni. GLASS TI SUPERSPACER'NXT- I ALUMINUM POLYISOBUTYLENE DESICCANTFILL ,"6. JI {� IIL...��� REINFORCEMEM SEAL 6D6•NOW PtM 5u. L 048 +.0� .485'+I air IA96' ROLL -FORMED SILICONES 1 62r eum*STNNLESSMEL .813 '1 Y 002`." f�"'.002' A50". IA Bar IXTEG� MT. GLASS 010'.MO' NT. GLASS HEAD ANCHOR INT. GU155 la COVER Ip SASHSTOPCOVER ®IG BEAD z5D IG SNAP BEAD 05I18'IAMI BEAD On ]It6'LAMI BEAD ]2 DURASEAL°SPACER ]S XL EDGE^I SPACER ILI W Y�J O w D [ (D N Q 2 °IPo W Q JO E3 0 J O S @ _ W ' Z U U_ ot a �a IOr Wd F Z V a� o ID J Q oN ap[ � �Zx s F z W j IL O s (9 _Z W Z 7-7 O Z O y 6 4 w g � ' • 111111 n A LYNN A911.ER. P£ P.ECSB)66 t {m PGT PartN Description Material B4 1 Head Flange u—M 6083- 2 624017 Head, Integral Fin Alum. ROWS 3 62402B Heed, Ecua4eg Alum. 6063-TB 4 624004 Jamb, Flange Alum, 6W3.76 4A Jamb, Flange (Used For ABemale Radius Top Head Alum. 752 5 624020 Jamb, Integral Fin AIum. 6083-T8 SA Jamb, Wegre Fin (Used For Alternate Radius Top Head) Am. 60&1T52 6 624031 Jamb. Equal -leg Alum. 6067-T8 6A Jamb, Equal4eg (Used FUAltemate Radius Top Head) AIM. 6063452 7 624002 Sig. Flange Am. 6DSXT6 8 OM18 Sig, Ineaul Fin Alm. SO&1.76 9 624D29 Sill, Egllal4eg AIum, 6063.113 10 624003 Sill, Hi -Rise. Flange Alum. 6DB3.76 11 624019, SRI, Hi -Rise, mtegml Fin AIum. 6063-75 12 8=30 Sill, WRise, EquaHeg Alm. 6063-T6 13 U4006 Sash Top Had 9w 80OSA-T61 14 024005 Fixed Meeting Rail AIM. BOOSA-TB7 15 624012 Sash Bottom Rail -"se Alum, ROWS 16 074D88 Sash Bottom Rail Alm. 6063-TB 17 674OD7 Sash Side Rall Alm. 6063-T6 IS 624051 Heed Anchor Carr Alum. 60B3-TO 19 87A0is Sash Stop Am. 606.'LT5 25A 624009 G Bead AIM. 6DS3-T5 258 624011 G Snap Bead Alm. 6063-15 2 WA013 5/16' Lauri Seadng Alm. 60&T-TB 27 U4026 7/16' Lama Beading AIum.6063-T6 30 GTP247 Glazing Bead, Bulb Vinyl WIROI073 Vbryl 31 OTP248 Glazing Bead. Bulb Vinyl br1/62A009&6624011 Ym71 52 T24OIe Sweep Latch MR Top Nast - Cast Zinc 33 624D49 Sdvom Laich (® Sill) Alm. 6083-TB 34 SeUmil Block(118' X 1/ W) Neoprene 35A G Setting Block (11T XWV X4) Neoprene 35B 724014 G Snap Setting Block Vinyl 36 7240" Bottom Rail Weatheretnp Extension 37 724063 SIII Gasket Polyethylene 38 724054 Sash Top Rai Gasket Polyethylene 39 T24055 Sash Bottom Rall Gasket Polyethylene 40 R4057 Head Gasket Polyethylene 41 724089 Meeting Rog Gasket Polyethylene 42 61226D Sash Banom Rail Bulb Vlmyl Polyethylene 43 Weathemtnp.270- x.18T. Fin Seal (Qd MR) 44 67S1 GG Weathesstdp.,AW X.270', Fin Seal Sash Side Rap 45 Wealhers(rip, ART X.187-, Fin Seal I@ Top Sash ROD 46 cedes Balance with Cm & Trim Rigid VuWI 51 781PSQX a8 X 1' PH SMS (Assembly) Stemless Steel 55 7834AA 98 X W4- Ph. PIN SMS(Balance) Stainless Stec 63 AIM. Screen Win Fiberglass Mesh Varies 70 Kommeding Kodispace 4SG 7P5 See Sheet 71 - Quanex Super Spacer NR 101or 72 Dumas Dumseal Spacer Metetlals 73 CarGnal XL Edge Spacer 74 Om•1791, 899 or GE T700 Backbedding Silicone HEAD INTERIOR C7 NOTES: 1)ALLCORNERSTOUSEGASKETMDIORSEA .. 2) SOME PMTSIOPTQNS NOTSHOM ON DRAWING FOR CIARRY. SASH SIDE RAIL ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR). INTERIOR ti FIXED MEETING RAIL 0 JAMB SASH BOTTOM RAIL IMERIOR ti TABLE id.: MATERIAL PROPERTIES USED ennum Malenal Ma Fr Min F. Steel Screw 02 Ice, 120 W 188 Screw 60 Ml 95ks1 410 Screw 90 ke 11a keI Etc. UlvaC , 9 4105S ElccP Vlea® 155 kel 12L4koi In ke 1s'F-7 605}T5AIuninum 16 kW 22 kM A36 Steet 36 un 56 ke Gr. 33 &.1 Stu1 33 kai 45 kel tt o $ O N aiM 0 Q Oda Z Z OLL$ Z m m oU U'U d u e rW o) sr0 Z LL C) _ FQ ®a IiJ i W teeP: 3o m d Z U }G. m 01— `"'\; Y LY� •l\CENSS �.,NN,yi * No.58705 AO A OF , ' NAL 1j il ��SSO <J 11111111\\3 A LYNN MflI PE P.EA 687M