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Home My WebLink AboutNOA MIAMI. MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy International Impact Building Products,LLC 5900 Australian Avenue,Suite#300 West Palm Beach,FL 33407 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Titan 90"Aluminum Sliding Glass Door w/reinforcements-Impact APPROVAL DOCUMENT:Drawing No.W11-47 Rev D,titled"Series Titan 90 Alum Sliding Glass Door (L.M.I.)",sheets 1 through 7 of 7,prepared by AL-Farooq Corporation,dated 08/22/11 and last revised on MAR 27,2018,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section, MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. The frame area of alternate size unit shall not exceed the frame area of the tested approved unit per FBC 2411.3.2.4(i)(1).The panel height also must not exceed. f' 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 shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change' in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automaticallyterminate this NOA.Failure to i comply with any section of this NOA shall be cause for termination and removal of NOA. { ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed { by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises& renews NOA#14-0624.22 and consists of this page 1 and evidence pages E-1 &E-211 as well as approval document mentioned above. f The submitted documentation was reviewed by Ishaq I.Chanda,,P.E. �9.4k DADE COUNTY8-0412.01 Expiration Date: July 01,2024 Approval Date: June 28,2018 Page 1 s i International Impact Building Products,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS (submitted under files#11-0923.01/#09-0127.14) 1. Manufacturer's die drawings and sections. 2. Drawing No.WII-47 Rev C,titled"Series Titan 90 Alum Sliding Glass Door(L.M.I.)", sheets 1 through 7 of 7,prepared by AL-Farooq Corporation,dated 08/22/11 and last revised on AUG 12, 2014,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under files#11-0923.01/#09-0127.14) 1. Test reports on 1)Air Infiltration Test,per TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 3)Water Resistance Test,per TAS 202-94. 4)Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test,per TAS 201-94 6) Cyclic Wind Pressure Loading,per TAS 203-94 Along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Testing Laboratories,Test Report No. HTL-0171-0713.07,dated 08-01- 2008, signed and sealed by Vinu Abraham,P.E. 2. Additional OXO sliding Glass Door test report No.HTL-0171-106-07,dated 03-16-07 per, TAS 201,202 and 203-94, signed and sealed by Vinu Abraham, P.E.,issued to Plaza Door'Co (Now known as International'Impact Products,LLC). C. CALCULATIONS (submitted under files#11-0923.01) 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Al Farooq Corporation,dated 09/20/11 and last revised on OCT25,2011, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/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. 11-0624.02 issued to E.I. DuPont DeNemours & Co.,Inc. for the "DuPont Sentry Glass interlayer®", expiring on 01/14/17. F. STATEMENTS 1. Statement letter dated 06/24/14, compliance to FBC2014(5th edition)and No financial interest,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Statement letter dated 11/16/11 compliance to FBC2010,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (submitted under files#11-0923.01) 3. Statement letter dated 04/09/09,issued by Plaza Doors of all assets sold to Impact Building Products, signed by Roy Elwell,president Plaza Door(original in file#09-0127.14) 4. Statement letter dated 04/09/09,issued by Impact Building Products of all assets purchased from Plaza Doors, signed by Michael Fry,Managing Partner,International Impact Building Products (original in file#09-0127.14) 5. Laboratory compliance, as a part of above test reports. . Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 18-0412.01 Expiration Date: July 01,2024 Approval Date: June 28,2018 E-1 i i i s International Impact Building Products,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED i G. OTHER 1. This NOA revises&renews NOA#11-0923.01, expiring 07/01/18. 2. Bill of Sales Assignment and Loan Purchase agreement between National City Bank and ' International Impact Building Products. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No.W1147 Rev D,titled"Series Titan 90 Alum Sliding Glass Door(L.M.I.)", sheets 1 through 7 of 7,prepared by AL-Farooq Corporation,dated 08/22/11 and last revised on MAR 27,2018, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2017 (61h Edition),prepared by Al Farooq Corporation, dated MAR 27,2018, signed and sealed by Javad Ahmad,P.E. 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. DuPonf De Nemours&Co.,Inc.)for"Kuraray Sentry Glass interlayer®", expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 61h Edition (2017) and of no financial interest, prepared by Al Farooq Corporation,dated 01/26/18, signed and sealed by Javad Ahmad,P.E. 2. Statement of lab compliance, as part of test report. G. OTHER 1. This NOA revises&renews NOA#14-0624.22,expiring 07/01/24. I i 1 Ishaq I.Chanda,P.E. Product Control Examiner NOA No.18-0412.01 Expiration Date: July 01,2024 Approval Date: June 28,2018 E-2 r - r DESIGN LOAD CAPACITY - PSF 208 11/16" V a MAX. DOOR FRAME WIDTH �� < AVG.WIDTHPANEL _ HEIGHT ANCHORS IN PAIRS INCHES NOrt3 EXT.(+) INT.(-) 6'MAX. 20'MAX. AT HEAD/SILL/JAMBS 3' 6' 3' ; 36 90.0 .90.0 HEAD/SILL HEAD/SILL 20°MAX. 42 90.0 90.0 CORNERS A A HEAD/SILL F n d 48 90.0 90.0 Q 52 96 90.0 90.0 O�O�yy.". v 54 86.7 86.7 N `" 60 78.0 78.0 II fffFOv YYY.yl 35 90.0 90.0 II 0 p"n n cj 42 90,0 90.0 ------.I------ pop M 48 102 90.0 90.0 ---- -TI a F 0 p g 52 90.1) 90.0 II Q IL m¢ ; 54 86.7 e6.7Q '0 a ' 60 78.0 78.0 _ II 36 90.0 90.0 OQ?tZZW O r86.7 90.042 48 108 90.0 52 90.0 54 MT 86.7 w "r O 36 90.0 90.0 r- O 4290.0 90.0 Oo II < $ o ^ 1 48 114 90.0 90.0 II V VV 'm 52 90.0 90.0 II n 54 86.7 86.7 --------ii-------- O a 9 C g E52 90.0 90.0 I I mE'120 90.0 90.0 I I9D.0 90.0 IIa o 90.0 90.0 -----II----- g m DOOR HEIGHT AND WIDTH SIZE MUST COMPLY jj z i9 EGRESS REQUIREMENTS PER FBC. ii B B o a s F � 5 N � - FALSE MUNTIN OPTIONAL 47 1/8° 47 1/8' - o -- --m SERIES 'TITAN 90' ALUMINUM SLIDING GLASS DOOR D.L. OPG. D.L.OPG. BUCCL3EVIBPA m U fn s DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART 53 3/4' 1p�p¢F1ns ds o a R SHOWN ABOVE. PANEL WIDTH 53 3/4" �ccNo b 12,,CDI PANEL WIDTH TYPICAL ELEVATION ZEE Date 2CZLI- o o T THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE �• ""' Bw $� REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE R7�/' dp�lCcauu6 m s INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). DAYLITE OPENINGS: 1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE D.L.O. HEIGHT = PANEL HEIGHT - 7.000" DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS D.L.O. WIDTH = PANEL WIDTH - 6.625" c m n m TO THE BUILDING STRUCTURE. DOOR FRAME HEIGHT = PANEL HEIGHT + 1.250" LAMINATED GLASS ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS LARGE MISSILE IMPACT m o AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE 0 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. `�t11111IITT�p/,�,77 ({ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. �� ........ ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. SHUTTERS ARE NOT REQUIRED. rc MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE '70592 REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE &ADOPTED STANDARDS. _= o THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION NOTE: Llbi G 7 R::'•.; GLASS CAPACITIES ON THIS SHEET ARE 1 O ' � FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ® ••', BTATEOF �<y� Browing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR BASED ON ASTM E1300-09 (3 SEC. GUSTS �i� '' FCORIOp;.•''�\�� NTS 1-47 WATER INFILTRATION RESISTANCE ETC. AND FLORIDA BUILDING COMMISSION / S•'•'••••• ANDTOBE REVIEWED BUILDING OFFICIAL E TO-BE ANALYZED SEPARATELY, _ _ _ _ - - - DECLARATORY-STATEMENT_-DCA05-DEC-219 _ /7qs ONAL MAX. DOOR FRAME HT. MAX. DOOR FRAME Hi. n \\\\o a MAX. DOOR ' FRAME Hi. 0 X O O Q\\\ m o m e\\ o D c] X X X p XXO XOO V; dt.\\\0 m 0 0 X \\ m I x�R0 X O X .Zi = O m O `5 O 00 i soz mx mX N � N m m � O O O w u u A A I mzg =1 m �c E: C]0 O r Z ' mm E/) Z to 2 "o = O Z 2r� N;0 rD-r [- C p@( y0 1D O C Z Z �•((pp 4 q {mom;. 16 �o ( Y Z N�ttltttt�``` a date: oe-zz-11 revisions: SERIES'IRAN 90'ALUM SLIDING GLASS DOOR(LM.I.) AL-FAROOQ CORPORATION a m no a e esan Ion •� ENGINEERS&PRODUCT DEVELOPMENT r ec01e: X4.1 EV.PER SNC COMMENTS INTERNATIONAL IMPACT BUILDING PRODUCTS, LLC r 9380 SUNSET'DRIVE.SURE 220 O CR44E TMS SHEET d/b/a PLAZA DOORTEV.PER RIR COMMENTS _ 5900 AUSTRALIAN AVE. SUITE J3 MIAMI,FLORIDA 33173 (C.A.N. 3598) `+PORTflI TO 201]faC WEST PALM BEACH, FL 33407 TEL(305)2848100 FAX(305)262.9978 TEL. (561)578-5450 FAX.(561)57a-5460 COMP-ANL\W11-47PD I � n BUS OF MATERIALS(B.O.M.) �� n ITEM PART 8 EQUANT17YIDESCRIPTION MATERIAL. MANF./SUPPIJF.R/RMLARKS7 PDC-009AME HEAD 6063-T6 -2 PDC-012AME SILL 6063-T6 - Z3 PDC-010AME JAMB 6063-T6 -4 PDC-058 NEL TOP RAIL 6063-T6 - a i N 5 POC-059 1/PANEL PANEL BOTTOM RAIL 6063-76 - 0�ONy v 6 PDC-060 1/PANEL JAMB/LOCK STILE 6063-T6 - a Ij N 7 POC-061 1/PANEL INTERLOCK STILE 6063-T6 - M G{u LL 8 PDC-002 AS READ. ASTRAGAL STILE 6063-T6 - V t N 10 PDC-022 AS REDD. SCREEN ASTRAGAL 6063-T6 - C 11 PDC-041 AS READ. HAND RAIL 6063-T6 - a g paoo .l 12 PDC-062 1/PANEL INTERLOCK STILE REINFORCEMENT, LENGTH PANEL HT. - 18' 6063-T6 - p 0 b 13 PDC-092 2/PANEL INTERLOCK REINFORCEMENT, 12'LONG 6063-T6 - �.N Z a 74 PDC-093 1/PANEL STILE REINFORCEMENT, LENGTH a PANEL HT.- 18' 6063-T6 - Q ow a 15 PDC-085 1 HI-RISE ADAPTER 6063-T6 - j A P- ZAZ 16 2-270-0 AS REDD. GLAZING GASKET(X-1842) FLEXIBLE PVC CENTRAL PLASTICS Q W m E 17 3-310-0 2/MOV. PANEL ADJUSTABLE ROLLER ASSEMBLY - IIBP O ALUMINUM HOUSING, DELRIN TRE.ST.STEEL BEARING 18 2-322-0 - DEADLOCK/1847-02 SS - ADAMS RITE 79 2-351-0 - LOCK ESCUTCHEON$4430 - ADAMS RITE m 20 3-001-0 - LOCK KEEPER - IIBP $ o n 21 3-008-0 - TRACK RAIN PAN - IIBP ^ a 22 3-009-0 - H.P.WEATHER TAB - IIBP an.. caCD 23 2-400-0 AS REDD. .270 WIDE POLY-BOND FINSEAL BPB-8425-2211-0 - SCHLEGAL Z w o 24 2-402-0 AS REDD. .270 WIDE POLY-BOND WOOLPILE BPB-7525-6011-6 - SCHLEGEL = m N 25 2-407-0 AS REDD. .270 WIDE POLY-BOND FINSEAL#PB-7531-6011-2 - SCHLEGAL va vi 26 2-222-0 AS REDD. BULB WSTRIPPING (EV-277) - CENTRAL PLASTICS 27 2-025-0 - 810-24 X 1/4'PFH UC SMS - AT 2'FROM ENDS& 14'D.C. c, - Z j 30 2-010-0 - 812 X 1-1/4'PPH SS SMS - 1 PER DOOR ROLLER ryg¢ n 31 2-040-0 - #8 X 1'FH SMS - 2 PER 12'REINF. BAR RQ a j�^ 32 2-007-0 - 814 X 1-1/4'PH SMS - 2 PER DOOR PANEL CORNERS z,a a a 33 2-019-0 - 88 X 1/2' PH SMS - AT 3'FROM ENDS& 18'O.C. Q,0 �N3 1/4'HEAT STREN-D CLASS 34 2-069-0 - 88 X 1-1/4'SMS - AT 3'FROM ENDS& 18O.C. _ 35 2-027-0 - #10 X 1-1/4'MS TYPE F FH AT 6'FROM ENDS& 12'O.C. .090'Interlayer 36 2-042-0 - -- 88 X 3/4'PH SMS - - - - --- AT 6'FROM ENDS&-18'O.C. - --- - - - - - - SentryGlas BY 'Kumray America. Inc.' 39 2-027-0 1 810 X 1-1/4'MS TYPE F FH - (1)AT 9'FROM BOTTOM 1/4'HEAT STREN'D GLASS o a C � Ca �seHo I alt)2AL mp �' 16 .vee1llp o a III 10 a m u o OM CUT C RJOINTS GASKET S SEALED WITH W SONOBORN NP1 POLYURETHANE SEALANTE. �� '• D^EN rV�q�. i N o W 0.70532 k w GLAZING DETAIL 9/16'OVERALL LAMINATED GLASS ' I W1 1-471 i®,,. TATE OF 7[{/` drawing no. j sheet 3 of:7D, 1 TYPICAL ANCHORS IN PAIRS w^� TYPICAL ANCHORS IN PAIRS �� n CLUSTER OF 4 PAIRS AT STILE ENDS TYPICAL ANCHORS IN PAIRS x o SEE ELEV. FOR SPACING CLUSTER OF 4 PAIRS AT STILE ENDS o G1 TYPICAL ANCHORS IN PAIRS CLUSTER OF 4 PAIRS AT STILE ENDS EE ELEV. FOR SPACING o m CLUSTER OF 4 PAIRS AT STILE ENDS SEE ELEV. FOR SPACING 1BY WOOD BUCK t• SEE ELEV. FOR SPACING EDGE DIST. 3" MIN. (SEE NOTE BELOW) $ z METAL "j y�` o W STRUCTURES O q�Op1 e,CONCRETE 'a CONCRETE ao;� (•" 2 m as 3 fcSf MIN.' 3 KSI MIN. EDGE 3' MIN. o EDGE GIST. 3',MIN..• 0. 4 EDGE DI 3'MIN. DIST. a a . Ogg l4 23 O'��urc 4 4 IQLza'_� I .II MIAMI-DADE COUNTY I: APPR'D MULLION Z t3 i t li SEE SEPARATE NOAI Q w m f I II I I I ^.• U III III � i t I I I I I I I tt o � u�i i it i I y1r_AL IN PAIRS 1 BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY PLAZA DOOR AIRS AT STILE ENDS z 9 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM SEE ELEV. FOR SPACING m N M 4 a j i AND TRANSFER THEM TO THE BUILDING STRUCTURE. o c! v MO ze aoa�"�O o w I! TYPICAL ANCHORS: SEE ELEV. FOR SPACING r a III I I sS�°¢ain 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI, FY-155 KSI) P C INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �zrzrzrz ! i 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) c THRU 1BY BUCKS INTO CONC. OR BLOCKS it 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) ji 1-1/2" MIN. EMBED INTO GROUT FILLED-BLOCKS (JAMBS) PrAduCtR6 um 3 ` _ DIRECTLY INTO CONC. OR BLOCKS Ya1YeRedim °m o bf € o ii 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) AccgMaceNo (¢-0 s 2" MIN. EMBED INTO CONC. OR FILLED-BLOCKS (JAMBS) f5 ptrifiaea ° g 3 15 ro� n I 1/4' DIA. TEKS OR SELF DRILIJNG SCREWS (GRADE-5 CRS) Iii" �• (""' 17 INTO MIAMI-DADE COUNTY APPROVED MULLIONS �n n� JLJL OR © 25 27 POURED& HARDENED INTO METAL STRUCTURES (HEAD/JAMBS) m 2 HIGH STRENGTH cRour (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS c° Vc-5000 PSI MIN. ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) o NOT BY PLAZA DOOR STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) YYY11111111jI��i� MUST TRANSFER SHEAR \� �q®. � LOADS TO STRUCTURE (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) EDGE DIST.' I TYPICAL EDGE DISTANCE CONCRETE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. o 3 KSI MIN. T'7: ^yr :T = A +I INTO WOOD STRUCTURE 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. -� SI;R `L`us8,' . 0 9 ATE OF _ drawing no. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. �� • �ORIDR•' 0�` ANCHORS IN PAIRS i� yss®'•••••• �C9. W1 1—47 i - - -- - ___- LR OF_ PAIRS-AT STILE ENDS _ ___ CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. i SEE ELEV. FOR SPACING - ----- - C-90 GROUT FILLED-BLOCK-AT JAMBS-fm 2000 PSI MIN. TYPICAL ANCHORS IN PAIRS 4ft� r SEE ELEV, FOR SPACING a t PANEL WIDTH 1/4'MAX. Z q gggr SHIMSO O O q y( ¢ PSEE B.O.M. D.LO. 12 7 a S �o 33 SHEET 3 O 0-9 v 39. a N � '• O�iy� 25 13 12 35 Q w m 2 26 O _i JU o . J W v 14 34 m 3 10 $ o EXTERIOR 11 IBYa M v W OD BUCKS PANEL WIDTH D.L.O. z SEE NOTE SHEET 1 z 9 C DOOR WIDTH TYPICAL ANCHORS TYPICAL ANCHORSIj IN PAIRS IN PAIRS ¢Q¢=N SEE ELEV, FOR SPACING SEE ELEV. FOR SPACING g 0 v O1/4• MAX, O a4 m r 1/4' MAX. SHIMS 1/4MAX' F aO? .. SHIMS SHIMS - g a a 6 6 o METAL 18 N 3 STRUCTURE-",,,,, ��»i O ----_ - In - z z _ z ' c rr cu �N a u 2528 _ }0 po z 25 26 - y Q Q O m0oy W i m y a e EXT. 3 EXT. 3 EXT. m Oda B o % O a m u a c ``` AH `711 i .70582 $ -- LiZ 2 7 ?.(?113 OSTATE OF 4 i31 i _-�— 0 4.703 -3.6251.250 �� a 078 .125 1 .250 I T1P. � Z mmi '£ r 1,2150 .9151 .12 1.850 {0 q iq 2164 2 082 6 S Q I • I Q 2500-�II aW OO nQ o� �• O .250 OASTRAGAL STILE FRAME HEAD [-570 o 8 W, .949 gv4 0.JAMB/LOCK STILE I j- - 2.937 1.50 NNo306 1.125 082 .082 .645 ' Z 8 ' 2.92 399 a oU 14 -mp J� 9061 (9 STILE REINFORCEMENT Q 2.913 0 O I 082 875 = o -1.949 I I .125 Tom• -�I 1.139 fes- ,082 0 N 1.321 0 0 1.812 ^ Q PANEL TOP RAIL Q PANEL BOTTOM RAIL a ,� Q INTERLOCK STILE " ? ^ Qwok 10 SCREEN ASTRAGAL .125 1.575 m K 1.875 LOO 3F ➢- .375 5.203 2.339 2.339 •125 Q .931 Q FRAME SILL N 250 N f 1.250 - I ' ��.125 12 INTERLOCK STILE STIFFENER j i I I[-.239 u o - menucrasv� is egsnyl.>:.Hro 1neF � 078 .750 m"VocAQ Ne O 1 -m ~ 4.922 ttP. 4.000 '�- 6cpirtda�gate m rc$i 3 13 INTERLOCK REINFORCEMENT li�d1' cm� oo�o$n -1.750- .125_ .750125 \`1111111111/11//// ® FRAME JAMB ,5 HI-RISE ADAPTER IYP. '976 HARDNESS= 75 SHORE A �� VCENg`c••.,® �� o 3.375 '231 FTENSILE STRENGTH (1009.STRAIN)- 600 PSI $ n 3 TENSILE STRENGTH (BREAK)- 1900 PSI ` N0.70582 .. }; S 2.000 ELONGATION AT BREAK= 380R ' 0 1.188 .078 TEAR STRENGTH -250 LBF/IN SPECIFIC GRAM- 1.27 0 'l��r drowin no. .108 .595 .875 ORIpP. \�; 1 1-47 .75, GLAZING GASKET �/ cS� .... ��G ZC-MATERIAL BY'PO NE' _ _ _ /// ®WAL 1\ Yr - - ---= / 11 sheet 6 of 7_ i - 11---HAND RAIL 16 - - -EXTRUDED BY'CEMRAL PLASTICS' - -- - - - -_ -�- - --- - - --- 111 l t I{ i i a I � i �- a i� a S w o Q 32 OOjO�9 v a I�ul / 0,0 paco � y�yo " Q C Z j N lc LL ' Qwm N 1 I , PANEL TOP CORNER FRAME TOP CORNER { � I z APPLY BEAD OF SONNEBORN NP1 SEALANT z 9 C AT TOP AND BOTTOM JOINTS m N n N JAMB NOTCHED TO RECIEVE HEADER AND SILL RIBS '' W1 a o a=S' APPLY BEAD OF SONNEBORN NP1 SEALANT z ib'I AT TOP AND BOTTOM JOINTS sib m n o o_ N 3 O W2 �u i/4"X 1-1/2"DRAIN PAN u FACTORY APPLIED n o z / WEEPHOLES: W1 = CLUSTER OF SIX 3/8" WEEP HOLES AT 17" FROM EACH END AND 21" O.C. E W2 = 1/4" X 1-1/2" OPENING FOR DRAIN PAN AT 17" FROM 0 EACH END AND 21" O.C. ° 3 11i�ilDUCt'RE1 �: V¢ENSyc'• % o n � p 30 ane WK sae rieA FRAME BOTTOM CORNER PANEL BOTTOM CORNER dr°win no. 17 / '., �;• LnW1 1-47 - - - - - - - --- --- - ----------— ---- -- -ROLLER-FASTENER--DETAIL -- - ----------- ---- -- --- MIAMI•UADE MIAMI-DAVE COUNTY IRS 11all PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadS.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves'the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SH7700A"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: 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., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the' words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or, its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMbDADE COUNTY NOA No.18-0430.06 .,, � `r$ Expiration Date: August 23,2023 j LE COPproval Date: August 23,2018 Page 1 w PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 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 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 Test per 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 04/03/18, 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 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test:per 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 window,prepared by Fenestration Testing Laboratory,Inc.;Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FSC 6th 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 rez . Product Contr,Exa finer NOA N . -0 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-1 i 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 07/08/19. 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 6th 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. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, P.E G. OTHERS 1. None. ,I .i i Manuel'Per? .E. Product Control Efawner NOA No. 18-0 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-2 I .j SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW �17-13116"MAX.O.C� DESIGN PRESSURE RATING IMPACTRATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF - 18.318"MAX VARIES PER GLASS TYPE, LARGE 8 SMALL MISSILE THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). \ J\ SEE SHEETS S IMPACT RESISTANT 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR // INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP) MUST BE TEMPERED,USE ONLY GLASS TYPES 3,7,12,13 OR 15. 17.3/4"MAX. 17.3/4" 52.1/8"MAX.BUCK WIDTH 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY (17-114"BUCK) 9-1/2"MAX. APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE MAX. 5"MAX.O.C. I -Lppmed 4-11116"MAX. SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI B,SEE _ O.C. (9 MAX'BUCK) D,SEE _ � as complying tritb nm PER ANCHOR TYPE. SHEET58&9 SHEET 10 Fl.ri B)tldiagC c Qma A,SEE C,SEE VOA# 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. SHEETS 8&9 i SHEET 10 r ttlam�Prmd � I WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED) EQUALLY I / I I//' _ SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. SPACED WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR) ANCHORS PER -� OR ARCHITECT OF RECORD,(AOR). TABLES 6&7 I I 17-3/16"MAX O C I I o I I 84• o 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX. 63" STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. ' TIP INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING&FLASHING STRATEGY 12-1116"MAX.O.C. TO BUCK X FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND I j TIP I x i HEIGHT p THE SCOPE OF THESE INSTRUCTIONS. EQUALLYSPACED I HEIGHT ANCHORS PER I 13-5116"MAX.O.C. 6)114"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES 6 8 7 I T I W Y NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5"MAX. J W ? p� 9-12"MAX. I _� O.C. I / C > w Onoy 7)DESIGN PRESSURES: (9"MAX.BUCK) i 0 ywIr A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER q o to "- ASTM E1300. 1 }r a1a0 O a B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL 8 CYCLE NO ANCHORS AT SILL _ / O- �=w W Z TESTING AND GLASS PER ASTM E730D. B C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 53-118"MAX.TIP TO TIP WIDTH 1"WEEP NOTCH - D+- 4-11116"MAX. �1•'WEEP NOTCH O O a r W O AT EACH END AT EACH END Z tD m= n 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH O U dneo HAS NO BEEN GTO IN HE REQUIRED DESIGN DESIGN PRODUCT.THE 1.6 L 33-1/3%STRESS INCREASE SHOWN WITH EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION F_w -1 �` ¢ mo, a D HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO r r Z CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE TABLE 1:ALLOWABLE GLASS TYPES o Z rn Z O FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. Glass OP USER INSTRUCTIONS: 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PERType Description(Listed from Exterior to Interior) Table# 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN � J OLL CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING 1 118"AN,.090"PVB,1/8"AN 2 PRESSURE REQUIREMENT FROM ASCE 7. = W JURISDICTION. ry W °6 2 13/16"LIG:1/8"AN CAP,AIRSPACE,118"AN,.090"PVB,1/B"AN 2 2)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW o, _J 10)REFERENCES:TEST REPORTS FTL 16-7835.1&18-7835.2;ELCO ULTRACON NOA;ELCO 3 13116"UG:1/8"TP CAP,AIRSPACE,1/8"AN,.090"PVB,118"AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN `m Z CO hays CRETEFLEX NOA;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 4 1/8"HS,.090"PVB,1/8"HS 4 PRESSURE FROM TABLES 2-5.IT MUST EQUAL OR EXCEED THE _ _ 4 O ANSVAF&PA NDS&ALUMINUM DESIGN MANUAL DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING ~j to 5 3116"AN,.D90-PVB,3116"AN OBTAINED IN STEP 1. ¢ z 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 6 13116"LIG:3116"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN 4 p 7 '1JQ o 7 13/16"LIG:3/16"TP CAP,AIRSPACE,118 AN,.090"PVB,118"AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6&7. Z W oh 8 3116"AN,.090"SG,3/16"AN 5 4 INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 8 v LU 03 FIGURE A:ALLOWABLE SASH CONFIGURATIONS AND SHAPES - ) < W (n -r{ WIDTH WIDTH WIDTH 9 3116"HS,.090"SG,3116"HS 5 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN Q U' _ _ _ 10 13116"LIG:1/8"AN CAP,AIRSPACE,1/8"HS,.090"SG,118"HS 5 INSTALLATION. apll >sa0 saua5 I I } 11 13116"LIG:1/8"AN CAP,AIRSPACE,3/16"AN,.090"SG,3116"AN 5 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME 12 13116"UG:1/8"TP CAP,AIRSPACE,1/8"HS,.090"SG,1!8"HS 5 PROCESS FOR ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR _ 13 13/16'LIG:118"TP CAP,AIRSPACE,3116"AN,.09D"SG,3/16"AN 5 EQUAL LEGBOX). `�� pC1,•....,N,y�� i�' S2 C9 c014 13/16"UG:3/16"AN CAP,AIRSPACE, 118"HS,.090"SG,118"HS 5 �'�•.•• VICENSF'•.l�F _ = 15 13116"LIG:3/16"TP CAP,AIRSPACE, 1/8"HS,.090"SG,1/8"HS 5 No.58705 •� Lq y 1 SG=KURARAY SENTRYGLAS INTERLAYER BY GENERAL NOTES.................................................1 - .L 1 KURARAY AMERICA.INC. ELEVA71ONS......................................................1 V L a CODES l STANDARDS USED: m RECTANGULAR RADIUS-TOP RECTANGULAR PVB=KURARAY TROSIFOL PVB INTERLAYER BY DESIGN PRESSURES!GLAZING DETAILS........2.4 <1/ •2017 FLORIDA BUILDING CODE FBC,6TH EDITION O ST TE OF I- WITH EQUAL WITH PROVIEW WITH CUSTOM ( ) KURARAY AMERICA,INC. ANCHOR QUANTITIES.....................:....................5-6 i T'. LITE SASH SASH SASH -ASTM E1300-09 AN=ANNEALED INSTALLATION,FLANGE......................................7 �i F '•.�CORIOP,.•' ��: •ANSIIAFBPA NDS-2015 FOR WOOD CONSTRUCTION HS-HEAT-STRENGTHENED INSTALLATION,EQUAL LEG.................................8 &/0ALL NAL• MAY SHAPES LITH ALL SASH A NG THE SHAPE IN A BLOCKANIGURATIONS ARE APPROVED. SHAPES LUISI INUM DESIGN MANUAL,ADM-2015 TP=TEMPERED INSTALLATION,INTEGRAL FIN............................9 ////1 r 111 DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE -RISC 360-10 100-12 EXTRUSION PROFILES ....................................10 ASSEMBLY&PARTS LISSTT....................................11 A.LYNN MILLER,P.E. TABLES ON THE FOLLOWING SHEETS. P.E.#58705 1 TABLE 2: Bottom Sash Sash Height Design Pressure(Ibste)for Glass Types 1 8 2 Description Range On) Tp to Tip Width for Giien Range 1S" I 25' 33' 1 37- 1 41" 45' 49" 53-118" 24' Equal-rde 12.464 +65.0 •8D.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Equal-lite 15.964 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -130.0' +65.0 -80.0 +65.0 -80.0 +65.1) 80.0 5116"NOM. 31' Stardard Protiew 12.994-ISM +65.0 -60.0 +65.0 80.0 +65.0 -80.0 +65.0 -85.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -no � � GLASS STACK Shortest 12.464-12 993 +65.0 -80.0 +650 -80.0 +65.0 -80.0 +65.0 8D.0 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 IW AN GLASS ppsorcd m co=pl)b9 W"Bo Equal4ite 19.652 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +85.0 -60.0 +65.0 -80.0 +65.0 80.0 .090"PVB p7srbfa )wtieO Co Standard Proaew 15.944-19.851 +65.0 -BD.O +65.0 -80.0 +65.0 80.0 +65.0 -BO.D +65,0 130.0 +65.0 -60.0 +65.0 80.0 +85.0 80.0 -1/8"AN GLASS D+'tc_- J� 38.316' Custom Size 15.131-15.943 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -801.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.1 30 X10.49 Custom Size 14.131-15.130 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 •80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 L37nal B.e Peo4uel onflol Shortest 12464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 4;0.0 +65 0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 26 112"NOM. [-- Equal-lite 22964 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 1+65.0 -80.0 +65.0 .80.0 GLASS BITE Custom Size 1 20.131-22963 +65.0 80.0 +65.0 1-80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 EXTERIOR Standard PrWw 1 18.594-20.130 +65.0 480.0 +65.0 1-80.0 +65.0 -80.0 +65.0 .80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 46' Custom Size 16.131-18.593 +65.0 -Bg.o +65.0 1-80.0 +65.0 460.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 Z. +65.0 -80.0 75 .Onstom Size 15.131-16.130 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 Custom Size 14.131-16.130 +65.0 .80.0 +65.0 -80.0 1+65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 •80.0 +65.0 •80.0 +65.0 -80.1) 34 a Shortest 12.464-14.130 +65.0 -80.0 +65.0 80.0 +65.0 1-80.0 +65.0 -BD.O 1+65.0 80.0 +65,0 •81),0 +65.0 -80.0 +65.0 80.0 GLASS TYPE Equal-lite 24.964 +65.0 -80.0 +65.0 -80.0 +65.0 1-80.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 Custom Size 22131-24.963 +65.0 80.0 +650 480.0 +65.0 80.0 +65.0 -80.0 +65.0 80.5 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Standard P-im 20.194-22130 +65.0 -BD.D +65.0 -80.0 +65.0 80.0 +65.0 .80.0 +65.0 -80.0 +65.0 1-60.0 +65.0 -80.0 +65.0 80.0 111 z O 49' Custom Size 18.131-20.193 +65.0 -60.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 +65.0 -60.0 +65.0 -80.0 +65.0 80.0 w Custom Size 16.131-18.130 +65.0 -811.0 +55.0 -80.0 +65.0 80.0 +65.0 .80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +85.0 430.0 'N _O Custom Size 14.131-16.130 +65.0 -80.0 +65.0 •80.0 +65.0 80 +65.0 80.0 +6.0 -80 +65.0 -80.0 +65.0 -0.0 +65.0 -77.6 0 O CA r. Shortest 12464-14.130 +65.0 -80.0 +65.0 •80.0 +65.0 480.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.1 13116'NOMY ti a1o0 O I� . L7 1"1 i w K Q Equal-lite 25.777 +65.0 -80.0 +65.0 -80.0 1+65.0 .80.0 +65.0 .80.0 +65.0 -80,0 +65.0 -80.0 +65.0 .-80.0 +65.0 80.0 I - GLASS STACK Q F w CD Z n Custom Size 24.131-25.776 +65.D -80.0 +65.0 -80.0 +65.0 -80.0 1+65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 1-80.0 +65.0 80.0090^pyg p J O y W O P Stallard Provew 20.844-24,130 +65.D -80.0 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 AIRSPACE Z LL - c 0 n F 50.5!8" Custom Sae 20.131-20.843 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 118"AN GLASS 118"AN GLASS lU(Wj 0 ®E o _ Custom Sae 18.131-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 80.0 0 Custom Size 16.131- 8.130 +65.0 480.0 +650 -80.0 +65.0 480.0 +65.0 80.0 +65.0 430.0 +65.0 -80.0 +65.0 480.0 +65.0 -77.6 N 31 75 �µZ1 � c�� Q sMD Custom Size 14.131-16.130 +55.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -75.1 ® n> r N Shales[ 12464-14.130 +65.0 •80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •73.9 O Equal-lite 31.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •60.0 +65.0 -80.0 +65.0 •80.0 +65.0 430.0 +65.0 80.0 5 OR 56 7 A NOM. `'Z v z EXTERIOR GLASS SITE Ur Custom Sae 28.131-31.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •77.6 Z ILL0 _ Standard Proven 25.794-28.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 440.0 +65.0 -80.0 +65.0 •80.0 +65.0 -73.9 � Custom Sae 24.131-25.793 +05.0 80.0 +65.0 -80.0 +65.0 80.0 -+65.0 -80.0- +65.0 80.0 -+65.0 -00.0 +65.0 -450.0 +65.0 -727 m N 63^ Custom Sae 22.131-24.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 .-78.8 +65.0 -70.5 70-73 0 m Custom Size 20.131-22.130 +65.0 -90.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.1 +65.0 88.4 5®OR B at (D Custom Size 18.131-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -75.4 +65.0 466.5 Z 18845 GLASS TYPE 2 � tD Custom Size 16.131-18.130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -77.1 +65.0 -73.8 +64.7 84.7 g Shortest 13.1&1'-16.130 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +85.0 -75.9 +65.0 -71.8 +65.0 468.2 +623 .62.3 O = J O Equoldite 38.464 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 +65.0 -73.9 Z Q r Custom Sae 35.131-38.463 +65.0 -80.0 +65.0 430.0 +65.0 480.0 +65.0 80.0 +65.0 .80.0 +65.0 -60.0 +65.0 -79.8 +65.0 •71.6 U ♦- _ Custan Sae 34.131-36.130 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 440.0 +65.0 80.0 +65.0 -80.0 +65.0 -77.9 +65.0 89.4 J (L 76' Standard 130.994-34.130 +65.0 80.0 +65.0 -80.0 +65.0 $01.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -75.4 +65.0 88.5 Q Custom Size 30.131-30.993 +65.0 470.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •78.9 1+65.0 -74.6 +65.0 85.6 81111 asa0 saua5 Custom Sae 28.131-30.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.1 +65.0 -75.3 +65.0 -71.9 +63.8 -63.8 Shortest 26.194-28.130 +65.0 $01.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -75.9 +65.0 •71.8 +65.0 88.2 +623 823 \�� pp1Y LYNN i Equa lite 42464 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 +65.0 89.4 84" CustomSixa 38.131•42463 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 +65.0 •80.0 +65.0 -80.0 +65.0 .78.9 +65.0 -74.6 +65.0 85.6 `��'�.•' \CENSE'•�((� StaaWd ProHew 34.194'-38.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 •75.9 +65.0 -71.8 +65.0 -68.2 +62.3 82.3 No.58705 �* •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 = MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.606 Q EAT OF ((7� 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. ,',7ss CONAL\��G 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED A.LYNN MILLER,P.E. -4)WINDOWS WITH THE LOW SILL OPTION ARE.LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF 465 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED, HS=HEAT STRENGTHENED P E a 58705 TABLE 3: Bottom sash sash Height Design Pressure(Ibse)for Glass Type 3 Description Ram9e(N Tip to Tip Width for Giren Range 18" 25" 33' 37" 41' 45" 49' 53.1!8" 24" Equal-lite 12.464 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 40.0 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 �J GLASS NOM, GLASB STACK Equal-lite 15.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 *65.0 -80.0 +65.0 -80.0 +65.0 -80.0 31" Standard Prrniew 12.994-15.963 +65.0 -80.0 +65.0 -80.0' +65.0 -80.0 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 - .090"PVB Shortest 12.464-12.993 +65.0 -80.0 +65.0 -80.0 '+65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 80.0 AIRSPACE 1/8"TP GLASS FMlorl ed m tar4plyirg wttL ttr: Equal-lite 19.652 +65.0 40.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 118"AN GLASS Fbrl gu{ding C Standard Pnniew 15.944-19.651 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -60.0 +65.0 -110.0 +65.0 -80.0 +65.0 -80.0 31 75 Date 38-318" Custom Size 15.131-15.943 +65.0 80.0 +65.0 -80,0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -60.0 .400 Custom Size 14.131-15.130 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 ^R 56 *Uml Dade Pmdutt Im Shortest 12.464-14.130 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 @"'0 12"NOM. Equal-lite 22964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 EXT�ERRIIOR GLASS SITE e Custom Size 20.131-22.963 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 40.0 < i Standard Prolew 18.594-20.130 +65.0 -80.0 +65.0 •80.0 +65.0 .80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 40.0 +65,0 -80.0 �r 45' Gatom Size 16.131-1B.593 +65.0 -80.0 +65.0 80.0 +65.0 .80.0 +65.0 -80.0 +65.0 40.0 +65.0 40.0 +65.0 -80.0 +65.0 80.0 /�� 70-73 Custom Size 15.131-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -60.0 +65.0 40.0 +65.0 -80.0 +65.0 780.0 +65.0 -60.0 CiSA 0 56 Custom Size 14.131-15.130 +65.0 40.0 +65.0 40.0 +66.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 �/ GLASS TYPE 3 .� Shortest 12.464-14.130 +85.0 40.11 +65.0 -80.0 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 +65.0 4Q0 +65.0 -80.0 +65.0 40.0 x Equal-lite 24.964 +65.0 40.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 Custom Size 22131-24.963 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 1+65.0 40.0 +65.0 -80.0 +65.0 40.0 Standard PmMew 20.194-22130 +65.0 40.0 +65.0 40.0 +65.0 80.0 +65.0 40.0 +65.0 40.0 +65.0 1 40.0 1+65.0 -80.0 +65.0 40.0 _ ti 00 `L 49" Custom Size 18.131-20.193 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0' +65.0 80.0 +65.0 40.0 +65.0 -80.0 j z �>> Custom Size 16.131-18.130 +65.0 40.0 +65.0 -80.0 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 w O Custom Size 14.131-16.130 +65.0 -60.0 +65.0 40.0 +65.0 40.0 +65.0 -80.0 +65.0 40.0 +65.0 -80,0 +65.0 40.0 +65.0 -80.0 - 0 w o .O co Shortest 12.464-14.130 +65.0 40.0 +65.0 -BO.O +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65,0 •80.0 +65.0 •80.0 1-n o a1o0 O Equal4ite 25.777 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 +65.0 -80.0 00 F w 03 O Custom Size 24.131-25.776 +65.0 40.0 +65.0 -80.0 +65.0 40.0 +65.0 -80.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 -80.0 J J C3 a H Z O 4' Standard Prolev 20.844-24.130 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 +65.0 -60.0 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 Z LL Q m� � "W7 Or F 50.518 " Custom Size 20.131-20.843 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 +65.0 -80.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 = � n U L) ®� eB Custom Size 18.131-20.130 +65.0 -80.0 +65.0 40.0 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 +55.0 40.0 +65,0 40.0 +65.0 -80.0 LU -i umcs0 ow Custom Sae 16.131-18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 +6S.0 -80.0 +65.0 40.0 +65,0 -60.0 f-W a: Q DMO Custom Sae 14.131-16.130 +65.0 -8D.0 +65.0 -8D.0 +65.0 -80.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65,0 40.0 +65.0 -80.0 7 Shortest 12.464-14.130 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 -80.0 �r Z Z Equal-lit. 31.964 +65.0 -80.0 +65.0 •80.0 +65.0 40.0 +65.0 -80.0 +65.0 8D.0 +65.0 40.0 +65.0 .80.0 +65.0 -80.0 Custom Size 28.131-31.963 +65.0 40.0 +65.0 80.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +85.0 -80.0 +65.0 -80.0 +65,0 -80.0 Z LL Standard Protiew 25.794-28.130 +65.0 -80.0 +65.0 40.0 +65.0 40.0 +65.0 -80.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 O Ostom Size 24.131-25.793 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 -80.0 +65.0 40.0 'o = tl 63' Custom Size 22131,-24.130 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 -80.0 +65.0 40.0 ® m � Custom Size 20.131-22.130 +65.0 -80.0 +65,0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 +65.0 -78.0 Z 7aa4S Custom Sae 18.131-20.130 *65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 -80.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 -75.8 � Custom Size 16.131-18.130 +65.0 -80.0 +65.0 -80,0 +65.0 1 40.0 +65.0 40.0 '+65.0 80.0 +65.0 40.0 +65.0 -80.0 +65.0 -73.8 Shortest 13.1941-16.130 +65.0 40.0 +65.0 -BO.D +65.0 465 0.0 + .0 •80.0 +65.0 -80.0 +65.0 40.0 +65.0 -77.7 +65.0 -71.0 O J Q Equal-lite 38.464 +65.0 .-80.0 +65.0 -80.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 1+65.0 1-80.0 +65.0 1•80.0 +65.0 -80.0 r Z m n Custom Sae 36.131-38.463 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 40.0 +65.0 -800 +65,0 40.0 +65.0 1 80.0 +65.0 -80.0 r' C.t.m Size 34.131-36.130 +65-0 -80.0 +65.0 -80.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 1-80.0 +65.0 -79.1 U J X 76' Standard Proiim 30.994-34.130 +65.0 1 40.0 +65.0 -80.0 +65.0 40.0 +65.0 40.0 +65.0 -me +65.0 40.0 +65,0 -80.0 +65,0 -75.8 ¢ 0 Custom Size 30.131-30.993 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 +65.0 -80.0 +65.0 40.0 +65.0 -80.0 +65,0 •74.8 au'1 'asap sapa5, Custom Size 28.131-30.130 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 80.0 +65.0 40.p +65,0 40.0 +65,0 40.0 +65.0 -72.7t%% 111j Shortest 26.194•-21.130 +65.0 40.0 +65.0 80.0 +65.0 40.0 +65.0 -80.0 +65.0 40.0 +65.0 -80.0 +65.0 -77.7 +65.0 -71.0 - \�.``ONy LYltf/l/A'7i7,� E ite 42464 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 -79.1 ` `r.•"- •'• P '� KENS 84" Custom Size 38.131-42463 +65.0 -80.0 +65.0 -W O +65.0 40.0 +65.0 40.0 +65.0 80.0 +65,0 40.0 +65.0 -80.0 +65.0 -74.8 Standard Provew I 34.194'-38.130 +65.0 80.0 +65.0 -80.0 +65.0 40.0 +65.D 80.0 +65.0 -80.0 +65.0 40.0 +65.0 -77.7 +65.0 -71.1 No.58705 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIPTO TIP HEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-46.391 Ir- MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 - MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 Qom•,•'ST TE�� 4 Z 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. /S 0NAL 1� �`\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED A LYNN MILLER,RE 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF 465 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED P,E.p 58705 TABLE 4: TABLES: Design Pressure(Ibs/I'tz)for Glass Types 4.7 6/16^NOM. Desi�Pressure for Glass T es 8.16 +- GLASS STACK 3116°AN GLASS 3118"HS GLASS Bottom Sash To To ltp Bottom Sash Tip To To .090"S .090'SG Desoip0al Sash Height Width 118°HS GLASS Desorption Sash He19N Width 3118"A GLASS Range(Imp .090'PY8 Range(in) 30 30 3116"N GLASS Efor 45 Range 53.178' 30 118'H GLASS for chest Range 53-tts^ 46 26 24• Equalaita 12464 +85.0 -80.0 24" Equal-411@ 72.464 +80.0 "110.0 12'NOM. 12"NOM. EquaNit@ 1b.964 185.0 -80.0 � Eqpt-lite 15.913.1 +80,0 -110.0 GLASS BITE . EXTERIOR EXTERIOR GLASS BITE 31' Standard Pm4m 12994.15.983 +65.0 400 k'T TE 31" Standard Prwew !2994.15.963 +80.0 -110.0 Shortest 12484.12993 +65.0 80.0 EXTER_ IOR Shortest 12484-,2993 +80.0 -110.0 74 74 Equal-Ste 19.652 +65,0 -80.0 `r Equal-lite 19852 +60.0 -110.0 34 34 4pppypl ps eamplylaitwf al. Standard Prrnisw 15.944-19.01 +65.0 -80.0 30 Standard Ptrnlew 75.944-19.851 +80.0 •110.0 GLASS TYPE$ GLASS TYPE 9 FTO $1v3dlag 3&358" Custom Size fb.131-15.943 +65.0 -80.o GLASS TYPE 4 38.316" Custom Size 15.131-15.943 +80.0 .110.0 Date Custom Size 14.131.15.130 +65.0 -60.0 Custom Size 14.i3t•15.130 +80.0 •110.0 13116'NOM. 13/58•NOM, 34 } (+-- (r- 121 qd 0.lr'a P4oddd Colmol Shortest 12464-14.130 +65.o •80.0 Stodest 12.464-114.130 +80.0 -110.0 I*R$PACE7 GLASS STACK GLASS STACK 7118'NOM. t Ego-- 22984 +85.0 •80.0 GLASS STACK Egom Si 31-22 +80.0 -110.0 AIG .090"SG Custom-Size -20.131-2Z963 +85,0 -8RA Custom Size 20.531-22963 +80.0 -110.0 Ila"ANAIRSPACE 3116'AN GLASS GLASS 418°AN GLASS 3126"AN GLASS Slodald Pn7.iex 18.694.20.130 +65,0 80.0 .090°PVB � Standard Prrriew 18.594-20.130 +80.0 .110.0 37 7q 45" Custom 91zo 18.131.78593 +86.0 BR.O 30 311 GLASS 45• Custom Slze 18.131=18.593 +80.0 -"170.0CustomSize5.13 +65.0 -80.0 27 Custom Size 15.131-18.130 +80,0 -110.0 ®OR �` OR 12"NOM. Custom Size 14.131.15.130 +6!tO -80.4 12"NOM. Custom Size 14.13t-15.130 +80.0 -110.0 EUE� ITE Ex GLASS BITEShortest 12464.14.130 +65,0 -80.0 EXTERIo GLASS BITE Shortest 12.484-14.130 +80.0 .110.0 ,IQ:]EgLd-tit@ 24.964 +65.0 -80.0 Equa)440 24.964 +80.0 -770.0 7473 Custom Ske 22131•24.963 .65,0 -60.0 74 Custom Size 22,31-24.963 +80.0 -110.0 ®O (U OR 5 standardProtiew20.184-2213p +65.0 BRa34 Standard Pso�iew 20.194:22130 +000 -110.0 E to GLASS TYPE I I 49° Caston Size 18.131•20.193 +65.0 -60.0 GLASS TYPE 5 49" Custom Slze 18.131-20.193 +80.0 -110.0 C Y Custom Size 78.731-75.130 +654 -80.0 _ Custom Size 16.131-18.130 +80.0 -110.0 W Clatam Size 74.131•113.730 +65,0 -BO.D 13116"NOM. Custom 91ze 14.131-18.130 +80.0 -110.0 �'- GLASSSTACK -� �-,•- GLASS NOM. of w _O 0 -nay Shortest 12464-14.130 +65.0 Bao ( GLASS STACK Shortest 12464-14.130 ft() -110.0 *PACE � GLA53 STACK L7 �o Cl N Equal-lite 25.777 +65.0 •110.0 090°PVB '41 Equal4it@ 25.777 +800 -110.0 AIAIRSPACE .090"SG a o O r Cestan Ske 24.131-25776 +65.0 80.0 AIRSPACE = Custom Size 24.131-25.778 +80.0 -110.0 1!8'TP S GLASS 118'TP GLASS 3176"AN GLASS (9cNct� z 1 O � Standard Pm*m 20.844.24.730 WS.o -ea.p 3Jf8"AN GLA 118°AN GLASS O tri r-u1 r!}Qatar Size 20.13120.843 +65.0 430.0 37 o Stanpard PmNew 20.844.24.130 +80.0 -110.0 4 311 74 OJ m _74 12 w-air CUstom Size lY7.t31.2t1843 +BO.a -750.4 00R J ( H W O SORCuslon 9¢e 19.13120.130 +65.0 80.0 Custom Size 18.131-20.130 +80.0 -11(10M• 12"NOM. Z (0 Custom S$e 15!3119.!30 165Q -80.0 12'NOM. Cuslon Ske 118.531-18130 +80.0 -tta0 EXTERIBtfE ��RWR GLASS BITE U HCusldm Size 14.131•18.113p +65,0 -800 EXtERIORLASS BITE Custom Sue 14.131-16.130 +80.0 -710.0Y' O W- �Siort4at 12,464.14.130 +85.0 -80.0 Shortest 12464.14.130 +80.0 -11Qo 70.7331.964 +650 -smo 7073 EquaHite 31,964 160,0 -110.0 O@OR 5 1O�YE 12 GLASS TYPE 13 2 o Z Custom Size 2S.731-31.963 +65.0 80.0 Custom Size 28.437-31.883 +80,0 -110.0 v GLASS TYPE 6 SWftlartt ProNew 25.794-28.130 +6SA 80,0 Standard Paaf- 25.794-23.130 +800 -110.0 ('} -- - -- - Custom Size 22131-24 +85e Btl9 _ ��Size 24.131-25.793 tep.Q -150.0 � GLASS NOM. GLASS NOM. _Caston Size_ 24131'25,793 +65. Z LL 63° Custom Size 22731-24.13p +BeBR.O _ 13416'NOM. - '83" Custom Size 22:137-24.130 +80.0 -110.0 ___*FACE GLASS STACK GLASS STACK+85 _0 80.0 j GLASS STACK custom Siz@ 20.131•22130 +80.0 -t 7ReG A*A- 09" - - - - - ACustom Sk@ 18,131-20.130 0 BQ.O AIRSPACE •090"PV8 Custom SLze 18.13!-20.130 +80.0 -1to.0 3118"AN GLASS 3116"TP LA$$ a Custom Size 16.131.IE130 +65.0 -Spo 3716"TP GLA 'AN GLASS CustomSke 16.131-76.130 +Sox -110.0 Z(7) swest 13494'-18.134 +650 800 31 74Stlo1�1 13.1194°-18.730 +80.0 -110.0Equal4ite, 38.464 +65.0 80.0 Equal-Ste 38.484 +90.0 -tto.a �OR .Custom Size 36.131-38.463 +65.0 80.0 ®Oft 5 8-� U- W12"NOM. CYStam SILK 38.131.38.483 +80.0 -110.0 1TE EXTERIE CusWm Siza 34.731-35.!30 +55.0 80.0 Xi EROGLASS BITE Custom Six@ 34.131-38.130 *804 -110.0z maa76' StaManlPlodaw 50.994-34.,30 +65.0 Ba.O 76- Standard Prm/ew 30.994"34.130 +80.0 -110.0 Size 30.131.30.8Ki +650 BaoQaton Size 30.131-30.193 +90,0 -1109 JD- NCaston Size 28.131•30.73p +654 80.0 57473 Caston Siz@ 28.131-30.130 +Bp,O -710.a @_ SS YPE 14 USS TYPE 15 Q d Shortest 28196•-28.130 +66.0 804 v GLASS TYPE 011!1 'asap saua5 Shoiest 28.194'-28.134 +ea.0 -1409 Equate 42464 +65.0 80.0 EquaHit@ 42464 .80.0 -710,0 tt !/ 84" Custom Size 35.134-42483 +85.0 80.0 84' Custom Size 38.131-42463 +80.0 -itR0 7771 LYNN Standard Prw@w 34ne4••ae.13o +ss,o Standard PmNow 3x.194•-39.130 +Bp.O -110.0 U%CENS. *MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.397 •' .•� MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 `*,; No.58705 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.805 yti= MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT.48.806 2)IP TO TIP DIMENSIONS SHOWN.FOR SIZES NOT SHOWN,ROUND UP INTEGRAL THE FIN AVAILABLE EQ AL-LSIZEEG WINDOWS,SUBTRACT t"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE /77ONAL '%N\� AN=ANNEALED 7 r f 71 11 7111 3)FOR RADIUS TOP WINDOWS,SILL THE SMALLEST WINDOW SIZE U THE TABLE ABOVE WHICH THE RADIUS 70P WINDOW WILL COMPLETELY FR WITHIN. TP=TEMPERED -a}WINDOWS WITH THE LOW SLIT OPTION ARE.LIMITED.78 A MAXIMUM POSITIVE DESIGN PRESSURE OF_+65�PSF._NEGATIVE_DETGN PRESS_URESARE UNAFFECTED. HS=HEAT STRENGTHENED A.LYNN MILLER.P.E. - - -- --- - - P.E.#56705 TABLE 6: Anchor Quantities Required for Tip to 71p width "Through-Frame"Installation IV 26" 33^ 3r 41" 45" 1 49" 53-118" usinq Glass T s1-7 Jamb Jamb rm, Jamb Jamb Jamb Jamb Jamb ._7 m z h z iD z m m z m z ¢ v Bottom Sash Sash Height �' x 2 � B L . g f M Description Range(in) ;for Ghen RangeaTABLE 66: ¢ m ¢ m ¢ m ¢ m m ¢ m ¢ m 24" Equal4ite 12484 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Glass Description(Listed from Elrteriorto Interior) Equal-lite 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Type ,ppre,sd ritotplYIng HUILk' 31" Standard Prmiew 12994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 1/8"AN,.096'PVB,1/8"AN Florid Bj041159 Shortest 12464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13116 LIG:1/B"AN CAP,AIRSPACE,1/8"AN,.090 PVB,1/8"AN tlDMAB Equal•fta 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 3 13/16"LIG:1/8"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN -Halal Dade Preduet Canlral Standard ProNew 15.944-19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 1/8"HS,.090"PVB,1/8"HS 38.3/8' Custom Size 15.131-16.943 2 2 1 2 2 1 2 2 1 2 z 2 2 2 2 2 2 2 2 2 2 2 2 2 5 3/16"AN,.090"PVB,3116°AN Custom Sue 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 13/16"LIG:3/16"AN CAP,-AIRSPACE,1/8"AN,.090"PVB,1/8"AN Shortest 12464-14.13012 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 212121 2 2 2 2 2 7 13/16"LIG:3116"TP CAP,AIRSPACE,1/8"AN,.090"PVB,118"AN Equal-lite 22964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 . Custom Size 20.131'22.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 - Standard PW- 18.594-20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 - 45' Custom Size 16.131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 z Custom Size 15.131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custorn Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 12464-14.130 3 2 1' 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Go Equal-lite 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 W ? y, Custom Size 22 131•24.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 w O 'nay Standard Prmiew 20.194-22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 O �o O 0 49" Custom Size 18.131-20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 atop C) Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 P�'7 m Z Z �w rA E Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 OLL p m W p EquaNite 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z _ n Custom Size 24.131-25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 W o m rn n t- 00 Standard PrW- 20.844-74.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 W U ®� J U 6U oN ^ ¢ F 9MG _n _ Custom Size 20.131-20.843 2 2 7 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 50-518 Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 11 a11 o f!) Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 C.7 J LL Shortest 12464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 - m LL Equal-lite 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 = ~ O m = in Custom Size 28.131-31.963 3 3 1 3 3 1 3 3 1 3 3121 3 3 2 3 3 2 3 3 2 3 3 2 Lo ry L4 Standard Prodew 25.794-28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 (� ♦- Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z Q 7aa4S 63" Custom Size 22.131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Cl Custom Size 20.131-22130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 a Q Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2'3 2 2 3 2 2 3 2 2 3 2 2 O Z aO p Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 ~ = r Shortest 13.194'-18.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 rC U = Equal-lite 38.484 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 W Q Q Custom Size 36.131-38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 - at1;1 �sap sauaS Custom Size 34.131-36.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 31 3 1 21 31 3 2 - 76" Standard Prodew 30.994-34.130 3 3 1 3 3 1 3 3 1 3 3 21 3 3 1 21 31 3 21 3 3 2 3 3 2 Custom Size 30.131•30.993 3 3 1' 3 3 1 3 3 1 3 3 2 3 3 1 2 3 3 2 3 3 2 3 3 2 ��` Ny LYNN .. Custom Size 28.131-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 1` •t�0•VCENSF••/��'� Shortest 26.194•-28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2M24 2 2 4 2 2 4 3 2 Q.�•' Equal�te 42.464 3 4 1 3 4 1 3 4 1 3 4 2 3 44 2 3 4 2 3 4 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, •. SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE _*: "N0.58705 ed" Custom Size 38.131-42463 3 4 1 3 4 1 3 4 1 3 4 2 3 44 2 3 4 2 3 4 2 WINDOW SIZE. Standard Pro4ew 34.194•-38.130 4 3 1 4 3 1 4 3 1 4 3 2 4 33 2 4 3 2 4 3 2 - _ •MINIMUM SASH HEIGHT FOR FLANGED,WINDOWS IS:TIP TO TIP HEIGHT-49.391 _ 2)FOR SIZES NOT SHOWN,ROUND UPTO THE NEXT AVAILABLE SIZE. p �- MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 _ - %O A OF :-C(7�� MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.606 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE i'(` F i •.,[0410 P.•' \�� MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF 465 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A LYNN MILLER,P.E. P.E.S 58705 TABLE 7: Anchor Quantities Required for np to Tip Width "Through-Frame"Installation 18" 25' 33- 1 37- 41• 45' rb 53.1/8' usin Glass T e9 B-15 Jamb Jamb Jamb Jamb Jamb Jamb � KBottomSashg Desc tion Sash Hai ht dP Rangen) 9fix Given Renga m m m m m ¢ m m TABLE 7B: 24" Equal-lite 12.464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Glass ftwiltibm Equal-lite 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 112 2 Type Description(Listed from Exterior to loteriDr) �I d�6 ode 31" Standard Preview 12994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 312 2 2 pato B 3716"AN,.090"SG,3116"AN - Shortesl 12464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 now] Equal-lite 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 9 3116"HS,.090"SG,3116"HS 7111meJ ePtoduct Co Standard Preview 15.944-19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 10 13116"LIG:118"AN CAP,AIRSPACE,1/8"HS,.090"SG,1/8"HS 38,/8- Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11 13116"LIG:118"AN CAP,AIRSPACE,3/16"AN,.090"SG,3116"AN t' Custom Size 14.131-15.130 2 2 7 2 2 7 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 13/16"UG:118"TP CAP,AIRSPACE,1/8"HS,.090"SG,1/8"HS Shortest 12.464-14.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13 13116"LIG:118"TP CAP,AIRSPACE,3/16"AN,.090"SG,3116"AN Equal-lite 22.964 2 2 7 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 14 13/16"LIG:3116"AN CAP,AIRSPACE, 1/8"HS,.090"SG,118"HS Custom Sizo 20.131-22963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 15 13/16"LIG:3/16"TP CAP,AIRSPACE, 116"HS,.090"SG,118"HS _ FEq.I roview 18.594-20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 45" ae 16.131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 rr Sae 15.131'16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Sae 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 - t 12.464-14,130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 _ it. 24.984 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 W - >W> Size 22.131-24.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2urreview 20.194-22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 Q O to 49" Custom Size 18.131-20.193 2 2+1 2 2 1 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 }ti a1o0 0 Custom Size 16.131•18.130 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 f�[V Zvi O Custom Sae 14.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 �J M 4�7 Z Z Shortest 12.464-14.730 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 O J O u W O Equalaite 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2121 3 2 Z LL n Custom Sae 24.131-25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 W U OB) ®� ...I uM 6 o, Standard Preview 20.844-24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 -Y m 0 W � iE¢ Q QUO iE Custom Sae 20.131-20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 50-578 Custom Sae 18.131-21.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 Z Custom Sae 16.131-18.130 3 2 1 3 2"1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 O Z Z W �- Custom Sae 74.131•18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 - _.I Shortest 12.d64•14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 _ m W O - -Equal-lite 31.964 2 3 1- 2--3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3. 2 2_ 4 3 m O _ Custom Size 28.131-31.963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 ® `� W Standard Proview 25.794-28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 CD ~ Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 Z Z laag5 63" Custom size 22.131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 � Custom Sao 20.131-22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 LLO o Custom Sae 18,131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 3 Z O 1� Custom Size 16.131-18.13 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 2 3 4 2 3 _ +: Sfrortest 13.194'-18.130 4 2 1 4 2 1 0 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 _ Equal-0te 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 - U Q Q Custom Size 36.131-38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 all/Josap saua5 Custom Size 34.131-36A30 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 ' 76" Standard Proview 30.994-34.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 3 4 4 3 11717 I l l f f 1l/� Custom Size 30.131-30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 4 3 3 4 4 3 �� NY LYNA(A��/� Custom Sae 28.131-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 3 3 4 4 3 ,�,�•.••""-••. Shortest 26.194--28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 3 2 4 3 2 4 3 3 4 3 3 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, _�.•' is•••�(CC Equa+4ite 42.464 a 4 1 3 a 1 3 a 7 3 4 z 3 4 2 3 4 2 3 4 3 3 5 3 SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE - ••_� 84• CuSlom Size 38.131-42.463 3 -0 11131 4 7 3 4 1 3 4 2 3 4 2 3 4 2 4 4 3 4 5 3 WINDOW SIZE. NO.58705 Standard Preview 34.194'-38.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 4 2 4. 4 3 4 4 3 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. O .• MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 STb'TE bF 40 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 3j FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE �� '•, ,:\�<f/\ MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.808 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. i��s'•.;°CORIDP,.•'G 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN //S/OINAG E� 1 PRESSURE OF♦65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A LJtSIG 4�ILl�A.RE P.E.#58705 INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X OPTION 1 EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. ANCHORED THROUGH r —T---- ----- -- SEE NOTE 2,THIS SHEET. EMBEDMENT =F f_--- -r � EMBEDMENT� MNAXT SHIM 1!4"MAX SHIM h•�— Imo~ FRAME INTO 2X WOOD --�I FRAME OR BUCKSTRIP. —_�-'�- SEE NOTE 2,THIS SHEET. I J-4:::� EMBED- I T— qSASH VISIBLE 17 ^ ^ MENT I- _ EDGE ^ I LIGHTWIDTH �I EDGE -.Pprowd'accmPlyingwlt6rtm I DISTANCE i ' L._ _.� DISTANCE y�nrL2.E/:S,'.Iny Cn1c — 1/4'MAX SHIM 9eae 19 t tip.1P ta, a•�!S 27 L-- — ----L--J FIXED VISIBLE ° es173adz Pmdod Control LIGHTWIDTH 1 SEE TABLE NOTE B,FOR - 30 18 HEAD TYPE , TYP.ANCHOR TYPE, 44 FIXED EMBEDMENTAND VISIBLE EDGE DISTANCE PER LIGHT SUBSTRATE,SEE a I. 31 5 R 5B HEIGHT TABLE 8. TIP TO TIP WIDTH - TYP.ANCHOR TYPE• 32 EMBEDMENTAND EXTERIOR EDGE DISTANCE PER W (n TYP.ANCHOR TYPE, HORIZONTAL SECTION A-A 45 EMBEDMENT AND EDGE SUBSTRATE,SEE �—Q, uNi DISTANCE PER SUBSTRATE, TABLE 8. 0 a V' O 14 SEE TABLE 8. I I 114"MAX.SHIM >- OO VISIBLE LIGHT FORMULAS: p v w O 46 55 DADE APPROVED MULLION,FBC (SHOWN FOR HI-RISE SILL;SEE -j J O i w Z O COMPLIANT ALUMINUMlS7EEL FRAMING SHEET 9 FOR STANDARD SILL) Z LL m i L 0 TIP 8— OR STEEL STUD.MAY BE VERTICAL OR =Li TO 13 HORIZONTAL,SEE SUBSTRATE WIDTH U O TIP 63 USE EITHER 1 PROPERTIES,TABLE 8. @ H W , 5 a Q prop SASH&FIXED LITE:TIP TO TIP WIDTH-5.1Z' v HEIGHT SWEEP LATCH @ O E: MIDSPAN OR 2 HEIGHT(EQUAL-LITE) r`> �' BOTTOM LOCKS TIP TO TIP HEIGHT2-3.73" Z c0i Z INSTALLATION L9 SASH HEIGHT(PROVIEW) VISIBLE OPTION 4 @FIXED LITE:TIP TO TIP HEIGHT/2.3.78" j O LIGHT ANCHORED THROUGH @SASH:TIP TO TIP HEIGHT/2.11.93" = n HEIGHT FRAME INTO METAL ® U O I HEIGHT(CUSTOM SASH) i @FIXED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3.55" Z U Tr-4—S @SASH:SASH HEIGHT-4.60" EXTERIOR TABLE 6: X oQ a33 Anchor Substrate Min.Edge Mn.Embedment NOTES: � Z (DW n 10 Di tance w 2 Z r 15 P.T.Southern Pine(SG--0.55) 9/16" 1-3/8" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON U J g rn OPTIONAL HI-RISE #12 Steel, TABLE S.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q LL 42 SILL SHOWN.SEE 18-8 or 410 Alurninum,6063-T5 min. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF Linn '»p sa+^a5 1"WEEP SHEET 10 FOR A36 Steel 3/8" 0.063" THE WINDOW. NOTCH AT EACH END STANDARD SILL. SS Screw 114"MAX. Steel Stud,Gr.33 rnin. 318" 0.045"(18 Ga) 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PERTABLE �.��`N�ILYIJN Concrete(ntln.3.35 ksi) 1" 1-314" 8.ALL WOOD BUCKS LESS THAN I-1/2"THICK ARE TO BE �� O,.. 1/4" SHIM CONSIDERED IX INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL 410 SS \��•'•\,\GENS �� ' F •!� CreteFlex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS P.T.Southern Pine(SG=-0.55) 1" 1.3/8" DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS _ NO.58705 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER NO ANCHORS Concrete(IrtlUngrouted CMU,(ASTM C-90) 2-112" 1-1/4"n.2.85 ksi) 1" 1-3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND = u - REQUIRED IN 1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR �j t ARCHITECT OF RECORD. '� ' V ' FLANGE OR Ultracon EQUAL•LEG P.T.Southern Pine(SC--0.55) 1" 1-3/8" ��'� F<OR10P.•'' FRAME SILLS A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS •......... S. B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HEX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. ��i,1�ONAL �\�� VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. I/111111i\ C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,P.E P.E.#58705 INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE �_--- SEE NOTE 2,THIS SHEET. ANCHORED THROUGH r —T --T--, EMBEDMENT FRAME INTO 2X WOOD �— �I EMBEDMENT FRAME OR BUCKSTRIP. _ +_ I/4'MAX SHIM 1/4"MAX SHIM SEE NOTE 2,THIS SHEET. < G� EMBED- I SASH VISIBLE 17 I ° EDGE MEtJT EDGE „ I LIGHT WIDTH 4y,:dsw3 ea ms 'rlggxltp ft — DISTANCE FL'7dt'.� 9 —.I-- I--- DISTANCE Rafe ' 1/4"MAX SHIM 18 +IOA6 I` FIXED VISIBLE • Dee P� 27 '--L--- — --- ----J.._--J I` LIGHT WIDTH ll •° - SEE TABLE 3 NOTE B,FOR D is HEAD TYPE �^ TYP.ANCHOR TYPE, 44 FIXED EMBEDMENTAND °• - VISIBLE EDGE DISTANCE PER LIGHT SUBSTRATE,SEE HEIGHT TABLE 8. 31 5 R 58 B r BUCK WIDTH I TYP.ANCHOR TYPE, 32 EMBEDMENTAND _ v Y EXTERIOR EDGE DISTANCE PER W z TYP.ANCHOR TYPE, HORIZONTAL SECTION A-A > y 45 EMBEDMENT AND EDGE SUBSTRATE,SEE m c '.,aa DISTANCE PER SUBSTRATE, TABLE B. O co .-- SEE TABLE B. >-n o ,j.a O Q 14 - of Imo— 1/a"MAX.SHIM VISIBLE LIGHT FORMULAS: O N N O�, w COrn Z 46 55 (SHOWN FOR HI-RISE SILL;SEE J J p a y Z p 43 SHEET 9 FOR STANDARD SILL) Z LL m s ' n i DADE APPROVED MULLION,FBC WIDTH U W O ®� .fie ~ BUCK 13 COMPLIANT ALUMINUMISTEEL FRAMING W U J uMo�a HEIGHT 83 USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR @ SASH&FIXED LITE:BUCK WIDTH-4.12" SWEEP LATCH @ HORIZONTAL.SEE SUBSTRATE LU HEIGHT(EQUAL-LITE) ^O LU MIDSPAN OR 2 PROPERTIES,TABLE 8. BUCK HEIGHT2-3.23' p Z Z BOTTOM LOCKS `-' c. — SASH INSTALLATION C9 `- HEIGHT(PROVII LL VISIBLE EQUAL OPTION @FIXED LITE:BUCK HEIGHT2+4.28" j ZO O LIGHT LEGIBOX ANCHORED THROUGH @SASH:BUCK HEIGHT/2-11.43" 2 c0 - - - _ FRAME- - -_FRAME INTOMETAL __ - - - - _ — __ __- - - _ - - __ - ® - _ HEIGHT U. SHOWN HEIGHT(CUSTOM SASH) O @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" Z 55 W LU laay5 @SASH:SASH HEIGHT-4.60" a) X i EXTERIOR TABLE 8: ua. J Qo a o 12 33 Anchor Substrate D sta cee Min.Embedment NOTES: w ¢ 10 15 P.T.Southern Pine(SG=0.55) 9/16" 1-3/8'. 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON c7 J (3 U OPTIONAL HI-RISE #12 Steel, TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q W i 42 SILL SHOWN.SEE 18-8 Or 410 Aluminum,6063-T5 min. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF art!1 '�saa saua5 1"WEEP SHEET 10 FOR A36 Steel 316" 0.063" THE WINDOW. NOTCH AT STANDARD SILL. SS Screw 1I 1 I I I I I I I EACH END Steel Stud,Gr.33 ntin. 318" 0.045"(18 G8 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE ��`3NV LYNN 1 HI MAX. B.ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE �� i Concrete min.3.35 ksi 1" 1-3/4" j'10EN.'' SHIM 1/4"410 SS ( ) CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL \ ,��.• �c••�� i Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS Q••: 't� - CreteFlex P.T.Southern Pine SG-0.55) 1" 1_3/6" DEPICTED AS 2X ARE 1-12"THICK OR GREATER.1X AND 2X BUCKS •' .; No.58705 NO ANCHORS (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER Concrete(min.2.85 ksi) 1" 1-3/6" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND _ REQUIRED IN ,° Steei INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR �= 1 FLANGE OR • Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" ARCHITECT OF RECORD. r EQUAL-LEG ° Ultracon 'f' OF� '•tcj�` FRAME SILLS P.T.Southern Pine(SG=0.55 1" 1-318" SOT IS, 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS i •'• ORIOr;.•''•s_ • " B)USE ONLY FLATHDEAD ANCHORS S BEYOND EN JAMBS.METAL AN/Fi�EX/FLAT HEAD TYPE IS isS/�••• •�r1G�� DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. /I �AL `` VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. 1111111111 ` C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,P.E. P.E.#5870.5 I f 4 INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE EDGE DISTANCE /� DISTANCE EMBEDMENT 3 II 0 1 EDGE U 114"MAX SHIM DISTANCE L� 1!4"MAX SHIM 5 I LIGHT WIDTH 17 I 4piv'a1 BE cAN Ph'14R a =71EMBEDMENT gam° -.4 19 8ltami 27 11/4"MAX EMBEDMENT FIXEDVISIBLE :� 2 SHIM , LIGHT WIDTH - I nqn )I 30 18 TYP.ANCHOR TYPE, EMBEDMENT RID EDGE FIXED DISTANCE PER SUBSTRATE, _ 44 VISIBLE SEE TABLE 9. LIGHT HEIGHT I 31 5 R@ 5 _ BUCK WIDTH 32 I TYP,ANCHORTYPE, z G HORIZONTAL SECTION C-C EMBEDMENT AND EDGE U.1 45 DISTANCE PER SUBSTRATE,SEE Of Lu O_ Of "' v O DADE APPROVED MULLION,FBC TABLE 9.(NAIL SHOWN) O w; o O 14 COMPLIANTALUMINUM/STEEL FRAMING 0 04 z w slop O 1J4"MAX.SHIM —�{ OR STEEL STUD.MAY BE VERTICAL OR O V F (D O HORIZONTAL.SEE SUBSTRATE O J p ii Z O PROPERTIES,TABLE 9. VISIBLE LIGHT FORMULAS: z u _ I BUCK 43 13 (SHEE S 7 OR 8 FORFOR HI R SIE SILL) O(.) O ®J LL;SEEv ^°p ~ HEIGHT USE EITHER 1 FW-Z 'T < J u �N 63 #10 OR#12 STEEL WIDTH O W Q pMp SWEEP LATCH @ SELF DRILLING n MIDSPAN OR 2 46 55 @ SASH&FIXED LITE:BUCK WIDTH-4.12" O 'p BOTTOM SMS(G5),SEE TABLE 9. Z o Z LOCKS v — HEIGHT(EQUAL-LRE) SASH BE HEIGHT2-3.23" Z O LL O ' VISIBLE INSTALLATION = U 0 LIGHT HEIGHT(PROVIEW) HEIGHT OPTION 7 @FIXED LITE:BUCK HEIGHT/2 r 4.28" m ANCHORED THROUGH @SASH:BUCK HEIGHT/2-11.43" INTEGRAL FIN INTO METAL Z Z laays HEIGHT(CUSTOM SASH) > co LL @FU(EDLITE:BUCK.EIGHT-SASH HEIGHT-2.55" Q J Q 16 STANDARD SILL @SASH:SASH HEIGHT-4.60" p p EXTERIOR SHOWN.SEE Z O 33 PREVIOUS SHEET (9 n 42 8 FOR OPTIONAL I; J Z r= I 1"WEEP HI-RISE SILL0 Q NOTCH AT''""�� — EACH ENO TABLE 9: apt 'asap sal.a5 1/4'MAX Min.Edge Min. NOTES: J SHIM Anchor Substrate Distance Embedment 1)USE ONLY SUBSTRATE-APPROPRIATE �� ONY LYN/V ------ _ TT 2-1/2"X.113"Box Nell P.T.Southern Pine(SG=0.55) 5/16" 2.438 ANCHORS LISTED ON TABLE 9.FOLLOW \�"��,••'`1C,ENgF'•��( } 2.1/2"x.131"Common Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED '•� 2-1/2"x.145•'Roofing Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 ON ANY SIDE OF THE WINDOW. No.58705 TYP.ANCHOR TYPE, — 1/2"2- x.145"Roofing Southern SG=0.55 EMBEDMENT AND EDGE �/ EDGE DISTANCE g Nail P.T.PTSouthe ( ) 316" 2.438 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO -p:• DISTANCE PER SUBSTRATE, —� _� P.T.Southern Pine(SG=0.55) 1/2" 1.375 REFERRED TO AS DAYLIGHT OPENING)IS -}�••. Y. ��` SEE TABLE 9. #10 Steel Trusshead Screw or EMBEDMENT �- 0.125"Aluminum,6063-T5 min. 5/16" 0.125 MEASURED FROM BEADING TO BEADING. %O id"Ev (SCREW SHOWN) #12 Steel,18-8 Or410 SS •'•.F<ORIOP.•''G\?� 0.050"A36 Steel 5116' 0.05 CSS, VERTICAL SECTION D-D Screw 0.045'(i6 Ga)Steel Stud,Gr.33 min. 5116" 0.045 i,s�DNAL A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. A LYNN MILLER,P.E. P.E.#58705 I ` I t r t 2.560" 3.185" 2.060" ---� 2.848" 2.848" �- .062" 1.125' A 2.848" .062" .062" F .062" 2.112" I T 2.724" 2.724" 2.724" 1.489' I i Li +ppm-d rs cnatp79'int with tlu .062' I I .seT -�{ 1.125" Fiozi BpWp D i aD.1n_ O FLANGE FRAME HEAD O I DGRAL FIN FRAME O EQUAL LEG FRAME HEAD Oa FLANGE FRAME JAMB INTEGRAL FIN FRAME O EQUAL LEG FRAME JAMB 2.798" -+{ 2.798" 2.798' 2.798" 2.798" -� 2.796' 4. 3.008" W 466" 3.508"2.841° 133" D wz¢ O r (Y a 83. 2341 0c+ p co .062' .062" .062' I .062' .062" .062' 04 Z W aio0 O� Q �' tl o MZIL Z Z O J m� W o O W C oU Ld 1.125" 1.125" U U d O FLANGE FRAME SILL EQUAL LEG FRAME LU oo -i O FLANGE FRAME SILL O EQUAL LEG FRAME SILL 10 HI-RISE + 1x SILL HI-RISE I.- v < -j- LU M Om0 OINTEGRAL FIN FRAME SILL o 2 o U tt INTEGRAL FIN FRAME �Z Z _ 2.273' -+� O SILL-HI-RISE _ LL 1.300" CJI .120' 2.273" -«� z O ,170' I - _- - __ - _ _ _ _ _. _ - - SILICONE �c =M 0 HOT-MELT BU _ �_ _W j - STRUCTURAL POLYISOBUTYLENE 114"NOM. STRUCTURAL 3116"NOM. 2.772" --1+- WITH SILICONE # Z 2.2112.105" eay5 .062" I DESICCANT FOAM WITH coU Z 1 " DESICCANT 2.150" .062" 1.235" ti O Q " .062" EXT.GLASS O Z cD o }I EXT.GLASS ul n ul K a _ 1.300" INT.GLASS INT.GLASS O J X N .062" �11� �1 1.300 "'�I 1.300"to Q W 70 KODISPACE 4SG TPS 71 SUPER SPACER®NXT nN u.a '�sao sal.a5 SASH TOP RAIL to FIXED MEETING RAIL t5 SASHSASHBOTTOM RAIL-HI-RIE to SASH BOTTOM RAIL t7 SASH SIDE RAIL J .. 11111111111//,/ ! ALUMINUM POLYISOBUTYLENE DESICCANT FILL ``.��1�ON..L...... 1.446° �1I III---�� III...--- REINFORCEMENT SEAL 5/16"NOM. = �10ENSF'•, F+ 1.522" 1 - N0. I .834" .465" - 61T , -+I.496" ROLL-FORMED SILICONE SEAL No.58705 J.. .627" I'� BUTYL& STAINLESS STEEL " * •• '�'_ .040' DESICCANT .813' I .802" .802' .802 .802" FOAM - I EXT.GLASS EXT.GLASS %Oma'., SAT OF '•4-` 1.379' r'- ,070" .070" .045" - -- .050" INT.GLASS i�s""40RIDP•.•'G\C�\ to EADCHOR COVER °SASH STOP COVER x5a IG BEAD x58 IG SNAP BEAD xe 5116"LAMI BEAD z7 7116"LAM]BEAD m TN INT.GLASS ,S70NAL 72 DURASEAL SPACER 73 XL EDGE SPACER //!111111111 A LYNN MILLER.RE P.E.p 58705 i TABLE 11: Item PGT Part# Description Material 51 ASSEMBLY DETAILS FOR 1 642001 Head,Flange Aum.sos3 Ts FLANGE FRAMES 2 624017 Head,Integral Fin Alum.6063T6 (OTHER FRAME TYPES SIMILAR). 3 624028 Head,Equal-leg Alum.6063-T6 4 624004 Jamb,Flange Alum.6063T6 4 4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6053-T52 1 5 624020 Jamb,Integral Fin Alum.6063-T6 51 Fbda %hpn!°rpqu>a nHb ttr� FlcHdn Brld-n+4,� 5A Jamb,Integral Fin(Used For Altemate Radius Top Head) Alum.6063752 Lute L 6 624031 Jamb,Equal-leg Alum.6063-TS XOAls t41zm bads Pmdsct Caaha 6A Jamb,Equal-leg(Used For Alternate Radius Tap Head) Alum.6063.752 40 HEAD 7 624002 Sill,Flange Alum.6063-76 ERI 8 624018 Sill,Integral Fin Alum.6063INTERIOR 76 41 9 624029 Sill,Equal-leg Alum.6063T6 JAMB 10 624003 Sill,Hi-Rise,Flange Alum.6D63-T6 11 624019 Sill,Hi-Rise,Integral Fin Alum.6D63-TS 12 624030 Sill,Hi-Rise,Equal-leg Alum.606376 p 14 13 624006 Sash Top Rail Alum.6005A-T61 INTERIOR 14 624005 Fixed Meeting Rail Alum.6005A-T61 15 624012 Sash Bottom Rail-Hi-Rise Alum.606376 JAMB 00 Y 16 624068 Sash Bottom Rail Alum.6063T6 LU z U FIXED MEETING RAIL 17 624007 Sash Side Rail Alum.808378 w 16 624051 Head Anchor Cofer Alum.6063T5f5 0 17 19 624D15 Sash Slop Oti-I 0 t- z w oIX 'Q Alum.608376 �-n o s arc0 O 25A 624009 IG Bead Alum.6063-T5 O� �" (n O 25B 624011 IG Snap Bead Alum.6063T5 Z LL m o Z n 26 624013 5116"Lami Beading Alum.608378 o SASH BOTTOM RAIL =tL T m d r 27 624026 7116"Lami Beading Alum.6063T6 U U d ®� 7 0 30 6TP247 Glazing Bead,Bulb Vinyl for#624023 Vinyl 4 SASH H Lu °D a ¢ u omo 31 6TP248 Glazing Bead,Bulb Vinyl lbr#524009&#624011 Vinyl SIDE 1s r�> .,a 32 724046 Sweep Latch(@ Top Rail) Cast Zinc RAIL z �' L z 33 6241349 Bottom Latch(@ Sill) Alum.6063-TB JAMB r, W LL 34 Setting Block(118"X 1/2"XV') Neoprene ? _j O 35A IG Setting Block(118"X314"X4") Neoprene = 358 724014 IG Snap Setting Block Vinyl 17 ® m W W 36 724044 Bottom Rail Weatherstrip Extension C7 K 37 724053 Sill Gasket Polyethylene F z W 1�4S 38 724054 Sash Top Rail Gasket Polyethylene 37 a O 39 724055 Sash Bottom Rail Gasket Polyethylene O D U o 40 724057 Head Gasket Polyethylene it g cd 1, 41 724063 Meeting Rail Gasket Polyethylene g = 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 39 INTERIOR U _j O rn Q m 43 Weatherstrip,.270"x.187",Fin Seal(@ MR) ons �sa0 sauag 44 67S16G Weatherstrip,.170"X.270",Fin Seal(@ Sash Side Rail) 45 Weatherstrip,.170"X.187",Fin Seal(@ Top Sash Rail) � `N I I(LYN 46 series Balance with Co\er&Trim Rigid Vinyl SILL TABLE 10:MATERIAL PROPERTIES USED \� QN,..••-•Af 51 781PSOX #8X1"PH SMS(Assembly) Stainless Steel 51 FOR ANCHORAGE CALCULATIONS: `_�?.•'•LICENSE•'•�� 55 7834AA #8 X 314"Ph.PN SMS(Balance) Stainless Steel 7 Material Min FY Min.F. Q 63 Alum.Screen with Fiberglass Mesh Varies Steel Screw 92 ksi 120 ksi _*: No.58705 70 Kommeriing Kodispace 4SG TPS INTERIOR 18-8 Screw 60 ksi 95 ksi See Sheet L`! 410 Screw 90 ksi 110 ksi �— 71 Quanex Sup pacer nXT I.A 1 [L= 72 - tluanex Aura al Spacer 10 for 51 Elco UIIraCor�t 155 ksi 177 ksi � , OF •.�(/� Materials NOTES: 410 SS Elco CreteRex® 127.4 ksi 189.7 ksi '•.•FC ORIDI•' �_` 73 Cardin@I XL Edge Spacer 6063-T5 Alumirnun 16 ksi 22 ksi %;�S ......... C1G 74 Dow 791,899 or GE 7700 Backbedding SIIicone 1)ALL CORNERS TO USE GASKET AND10R SEALANT. A36 Steel 36 ksi 58 ksi ',,,S/ONA> Gr.33 Steel Stud 33 ksi 45 ksi 2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. A LYNN MILLER,P.E. P.E.#58705