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HomeMy WebLinkAboutNOA; Series SH7700A Aluminium Single Hung WindowM MIAM DEPARTMENT OF REGULATORY AND BOARD AND CODE ADMINISTRATION OF ACCEPTANCE i PGT Industries, Inc. JUN % 9 U/U 1070 Technology Drive North Venice, FL 34275 ST. Lucie County, Permitting MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mismidade.gov/economv 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 On 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. No.18-0430.06 Expir ugust 23, 2023 y0ell 1ls �p v a e:August 23,2018 *% �`j Page 1 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) UniformStatic 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 Idahnis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 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 ez Product Contr Exa finer NOA No. - 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-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. E-2 Manuel er , .E. Product Control EtaVner NOA No. 18- 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WRH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANEZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WINO -BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30 W THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED, USE ONLY GLASS TYPES 3,1,12,13 OR 15. 3) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITSAND CONCRETE WITH MIN. 01 PERANCHORTYPE, 4) ALL WOOD BUCKS LESS THAN 142' THICK PRE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE WOOD BUCKS DEPICTEDAS 2X ARE 1-la' WICK OR GREATER. lXAND 2X BUCKS "EN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE MOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 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 & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)114-MAX. SHIMS ME REQUIRED AT EACH ANCHOR LOCATION MERE WE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. i) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E13W, B. POSITIVE DESIGN LOADS BASED ON WATERTESTPRESSURE. STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS AREJIASED ON ALLOWABLE STRESS DESIGN, MD. 9) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTWE WINOLCAOS CORRESPONDING TO WE REQUIRED DESIGN PRESSURE THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WE 1B LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET WE REQUIREMENTS OF WE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REMEWED BY ME AUTHORITY WINING JURISDICTION. ELCO ULTRACON NOA; ELCO 30D CONSTRUCTION, 1) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL FH:IIRF A At I OWABLE SASH CONFIGURATIONS AND SHAPES —..-I WDW I---+{ NOW I , ---I WDW �-�— o 1 �[ RECTANGULAR WITH EQUAL LITE SASH w RAOIUSTOP WITH PROVIEW SASH RECTANGULAR WITH CUGTOM SASH ALL SHAPES WITH ALL SASH CONFIGURATIONS ME APPROVED, SHAPES MAY BE USED BY INSCRIBING WE SHAPE IN BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM WE TABLES ON WEFOLLOWINGSH..... 1T-&4'MAK. (17-114•BUCK) B. SEE �- SHEETS a&9 A. SEE SHEETSB&B EQWALLY SPACED pNCHORSPER TABLES B&i EOWllLYSPAC� NI ISF-ER TpBLE3fi&1 8-12' MA. IF MAI(. BUCK) 1i-1&16'MAX. O.C/.,., 16016-MAX. 17 14• MAX. O.C. �B NO ANCNORB/T SILL . -+{ 5}11B'MA%.TP TOTIP WIDTH 9-12' MAIL (9-MINX. BOOK) 1i-�A. MAX. TIP 12-1I16•MA%. O.C. TO TIP HEIGHT H 1351IVM9K. O.C. ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION TABLE IALLOWABLE Type Dea4Hp0on(UQBdfrvm ExbdorlolnIBrI0j DP TaDO# 1 I/rAN, MW PVB, VW AN 2 2 1311V UG:1I6'AN CAP, AIRSPACE, 1/8-AN,.OW PVB, VW AN 2 3 13116"UG:118°1P CAP, AIRSPACE, 116"AN„090'PVS, 118"AN 3 4 VT HS,.09D" PVB, 118°HS 4 5 W16•AN,.090• PVB. WIVAN 4 6 1311G LIG: YIV AN CAP, AIRSPACE, 11W AN,.09P PVB, 11T AN 4 T MT UG:W16"TP CAP, AIRSPACE, VF AN, .OW PVB, 118" AN 4 B &16• AN..090• SG. &WAN 5 9 &16' HS, .090' SG. Star HS 5 10 1311V LIG: 1/8" AN CAP. AIRSPACE. IWHS, .090' SG, 11W HS 5 1111311V 1&16°11G:1Ie'AN CAP. AWSPACE,&16"AN, .090'SG, W16' AN 5 121VIV LAG.1/8' TP CAP, AIRSPACE, W HS,.W SG, 118' HIS5 13131W LIG:VT TP CAP, AIRSPACE, WIW AN,.09P SG, WIT AN 5 14 LAG: VlV AN CAP, AIRSPACE, 1/B" HS,.090' SG, 1/&HS 5 15 1 1W18' UG: TIT TP CAP, AIRSPACE. 1/6•HS,.UMT SG. 1/6'HS 5 CODES/STANDARDSUSED: .2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION .ASTM E130N-09 MANSVAFBPA NDS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM4015 .AISI S100-12 .AISC U6 l0 DESIGN PRESSURE RATING IMPACTRATING VARIESPERGLVSSTYPE, LARGE &SMALL MISSILE SEE SHEETB 2-5 IMPACT RESISTANT 52-118' MAX. BUCK WIDTH D. Imo-- 5-RANK. CO.r _ I I 411116-MAX. 1 SHEET IT10 4 SEE _�_� 1 SHEET 10 / oI 63' MAK. BUCK HEIGHT 5' O C Df- 4-11/16'MAX. —4T��ATEACN T FACENO EN. ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL-LITE CONFIGURATION 1) DETERMINE THE SITE SPECIFIC, WNDOW OPENINGS DESIGN PRESSURE REQUIREMENTFROMASCEi. 2) KNOWING YOUR GIALNG OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE. DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES M.IT MUSTEQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR WE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE WE ANCHOR QUANTRY FROM TABLES 6 & i. 4) INSTALL AS PER SHEET i FOR FLANGE INSTALLATION, SHEET 9 FOR EQUAL LEG INSTALLATION OR SHEET FOR INTEGRAL AN INSTALLATION. NOTE DESIGN PRESSURE RATING DETERMINATION IS WE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FW OR EQUALLEGIBOX). SC-KURARAY SENTIRYGLASP INIERLAYER BY KURARAY AMERICA INC. PVB-KURARAYTROSIFOLP PVBINIERLAYERBY KURARAY AMERICA INC. AN -ANNEALED HS=HEAT-STRENGWENED TP=TEMPERED GENERAL NOTES.................... ........................ ..... 1 ELEVATIONS......................................................... 1 DESIGN PRESSURES / GLAZING DETARB........ 24 ANCHOR QUANTITIES................... _....... ........... SE INSTALLATION. FLANGE .........................._........7 INSTALLATION, EQUAL LEG.......... ........... ........... 8 INSTALLATION. INTEGRAL AN- 9 EXTRUSION PROFILES. .......... .......... - -10 ASSEMBLY & PARTS LIST ....._........ - ............. ..... 11 m W ? > y o y >n wD O O e J 7 Y¢ m O Z Xi ZW Z o Z W o u v eB u n FZP rL6 W J Q 'ON M0 O > P oZ O V zm F = > > W LL O FI q � j � � W O IsaPs o N Z o z Z 0 rc W O JZ W S N Q 009 immm m Z ppy KERR yy m0 fyON9 iiss SO m TTTX Sim mmmm �$oo Smmo Q $H$E �MC A_AAA $O E9�9�1 mE]O O S-IA Fo$o z a TS I m0 X. _ Ag g�gS S maT mymr�$. ~a 9 cSCH 8Z[D[§ pggpm Imo c`✓.00 mm Zy�C S my0 2 y Om $ yON as dmm o 'ym mx n Qj5 mm m Ama y .8. mA So - P� mm p OZ UN m m ro v $ 9 y Z$ O y 9 s vm o io s mp AT m O 0 A yZ 3 m P A C m m L D G1 m m mC 7 0 me H g ? n 4 mo 5;, o mm y 'O �3 G O' NO m 4 E P x Paz x z n RIe m m 1070 TECHNOLOGY DRIVE S82e ,, N. VENICE, FL 34275 (941) 480.1600 E e � o n2'�' =Z J CERT: OF AUTH. R29296 CGRFIGHf o30fe PGT IxW51HIE5.IHC. uE RIGHTS RESERVED =y 09 2'- �� _C z -> ;p IN a i ALUMINUM SINGLE HUNG INSTALL. 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(LM) 0 04/01/18 m %Citi�•... ..•�'�^�� m DP TABLE m JENS ROSOWSKI SH7700A1�1 40F11 021 7700NOA-1 ,� mmtorpxeam q (�°+ Y ° m �F m�,n FFFFF�RB'RFF��m FFIo �F nmFo i.F� gim��mB 9G6� i� Y�gY;Y�YYC:=:°':Y=BY"�>;>;F`:��Y>;YYY��=���pY>;Fmf �;+naia Y'w 'w gtl?I'�se NPmm�d•f N�WP�� NP'nm'� wl;��gSYffi#��.w2'paGwyl;pmo�Yv�: �6'�tl� 'P v'>3pY$:uma8p$eW'e�Ru$� �� tl� Xtl�kK>9 Y: S fik tlBKtl�%� tl�b'li9tl� liKtlHS� LLY� �� �O oo Ge'ouG�vo�o�oNo�'H r�v��������o����G��o��ovr�o��:OeYFym $kkkkkk.k$"�{sffi$kSkb�ka'°kko�kk$ko$okkkek�9kkk�kkk$$k$"$�S Tipb Tp HeyY J e pub 55�a�5 u�BuSa��� b5�6g� �GE�5 pipg�@ �'�'p C ����9����99�03aB��339�����a0a9��°���559�pg Fm�mry FFFFm�m6 FFFm�mB FFn Rm nFon�Fe BFv�S �mm L1+J Wne +,m ' `a SSSSSS �• '# tltl6Y16• Y'm m�IJ ,L°Utl NN imp�p�a N � m m,�0• fy �u m N i •,'a NyN ��/pjg Y.o'.Y.u'.Y,6'•iN�`;�R�.u¢¢.5.m..�.S.m.{�n��NY Yg&L���YI�v Q �'n e IgJ•YS�'mp�Fuy�QN pY Ll in nN^®•�?Yb'b'�m'm�aN9•`:Y�'m m,�a?i �n �,'a PPBP+�"'�PYPP�I+ga " GNMSY � 2y� y li�liSF. 5555985� 55o5�i;o �&�85E e eo��e &ogo�Ogmg�PPOP a o mmo$ooP000000000e�P Poo o�000000 9�ym oppopgoyoafloofloaq'e eqe TABLES Anchor Q...MISS Required for -Thmugh-Frama"Installagon usina Glass T e31-T 9ptorip Wdn 1C 2T 3V Jr 41• IF 47 S3-trs- Jamb Bdo a .Iamb .lanb ad m . b a .mmb a m Jamir G A Io a Jame wo.sazn m clwtnarae SDosmo.ash Y4Wt Ron,f.r) za Equallile I2.969 1 z t 1 3 t I z t t 212 t 121 21 t 12 z t 1212 1 z 2 EywHRe 1a. 1 2 1 1 2 1 1 2 1 1 3 2 1 2 3 1 2 2 1 3 2 1 2 2 31- SIUYaO Pm E.091-1S963 2 2 1 z 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 z 2 2 Swaot 12464-1x993 2 2 1 2 2 t 2 2 1 2 2 2 2 3 2 2 2 2 2 2 3 2 2 2 EggMMa Mau 2 2 1 2 z 1 2 2 1 2 2 2 2 2 2 z 2 2 2 2 2 2 2 2 3Wtla0 P. 15.9M-19,651 3 2 1 z 2 1 2 2 1 2 2 3 2 2 2 3 2 3 3 3 2 2 3 3 36yC CuMorn Size ISM -15.943 2 2 1 z 2 1 2 z 1 2 2 2 z 2 2 z 2 2 2 2 2 2 2 x CaIma Sao— 14,131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 z 2 2 2 SMnI 12461-IA130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 z 2 z 2 2 z 2 2 2 2 EgZW Y2%4 2 2 t 2 2 1 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 Ontorn Size 21131-R963 z 2 1 2 2 1 2 2 1 2 2 2 z 2 z 2 2 2 2 2 2 2 2 2 Stadod PooIm 10.5W-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 4S Oman Size 16.131-18.50 2 2 1 2 2 1 2 2 1 3 2 2 z 2 2 2 2 2 z 2 2 2 2 2 Caplan Srta I5. 131-1&130 z 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Catalan Sim MIS -15AX 2 2 1 2 2 1 2 2 1 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 ShNmt 12464-14.120 3 2 1 3 2 1 3 2 1 3 2 23 2 21 2 3 3 2 2 3 2 2 EgmH. 24 934 3 2 1 2 x 1 2 2 t 2 2 z 3 2 2 z z z x 2 2 2 3 2 Cualon Sao 22.131-24.BW 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Mansard Pm. 20194-MAW 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4P Cohan Sap 19131-24193 z 2 1 2 3 1 2 2 1 2 2 2 2 2 2 2 2 z 2 2 z z 2 2 Carton Size 16.131-16.130 3 z 1 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 2 2 J 2 2 Cuo. a.. IIAM-1&130 ] 2 1 3 2 1 3 2 1 3 2 21 2 2] 2 2 3 z 2 3 2 2 81IMeM 12,164-11131 3 2 1 3 2 1 3 2 1 3 2 2 3 2 21 2 2 3 2 2 J 2 2 Egu0H00 25117 3 3 1 2 2 1 2 2 1 2 2 2 2 2 2 2 z z z 2 2 2 2 z CaAoM Sao 24.131-25.720 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 F Fandad P— 206N-24.130 2 2 1 z 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 CaM. 5u0 20,131-20.643 2 2 1 2 2 1 2 2 1 2 2 2 z 2 2 2 2 2 2 2 z 2 2 2 F 50SI8- CaM=Sao 10.131-ID.130 3 2 1 3 2 1 J 2 1 9 1 3 2 J 2 23 2 2 3 2 2 3 2 2 Carton Srta 15131-16130 3 z 1 3 2 1 3 z 1 3 1 2 21 3 21 3] 1 2 2 3 2 2 3 2 2 la Cuzn Sao 14AF 1613D ] 2 1 3 3 1] 2 1 3 1 2 z 3 z 2 3 2 2 3 2 R 9 2 2 S.R164-11.13D ] 2 I 3 2 1 3 2 1 9 1 2 21 3 21 213 2 2 3 2 2 3 2 2 E,M.,1a 31.954 2 3 1 2 3 1 2 3 1 21 3 2 2 31 212 3 3 2 1 3 2 2 J 2 CuMaM Sao 28.131-31.980 3 3 1 3 3 1 3 3 1 1 31 3 2 3 3 2 3 3 z 3 3 2 3 3 z Sandaal Pmiex 25]91-28.130 3 2 1 3 2 1 3 2 1 3 2 23 2 2] 2 z 3 2 2 33 2 QuOn fiat. 24A31-25.293 ] 2 1 3 z 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 6Y Cumom Sao M131-24.130 3 2 1 3 2 1 J 2 1 3 2 23 2 2 3 2 2 3 2 2 3 2 2 Cuzlmn Su. 211131-VAW 3 2 1 J 2 1 3 2 1 3 2 2 3 2 2 3 2 2] 2 2 3 2 2 Dace Sate 10, t31-20.13a ] 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Cu¢m Size 1&Ot-10,130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 z 3 2 2 SMNem 11A.--I.AL 1 2 1 4 1 2 1 4 z 11 1 1 21 2 4 2 2 4 2 2 4 2 2 4 2 2 Egu.Hi10 36164 3 3 1 31 3 1 3 3 1 3 1 31 2 3 3 2 33 23 3 2 3 3 z Qo1wn Sao 36.IF-30463 ] 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 23 3 2 "torn Sate 34.$31-36.130 3 3 1 3 3 1 J 3 1 3 3 2] 3 2 3 3 2 3 3 2 3 3 2 ]a• Sladatl Pamw 3o.PN-34,130 3 3 1 3] 1] 3 1 3 3 2] J 2]] 2 3 3 2] 3 2 Calm Sue 30.131-UUM ] 3 1 3 3 1 ] 3 1 3 3 23 3 2 3 3 2 3 3 z 3 3 z C.I. Sue M131-M130 3 3 1 3 3 1 ] 3 1 3 3 2 3 3 2 3 3 3 J 3 2 3 3 2 SMMeat AIW.28.13D 4 2 1 4 2 I 1 2 1 4 3 2 4 2 2 1 z 2 4 2 2 4 3 2 EquaWte 42,_ 3 a 1 3 d 1 3 4 1 3 4 2 3 1 2 3 4 2 J a 3 3 1 3 64' Lmlwn Slze 351]t -d2AW J 1 1 3 4 I] 1 1 3 4 2] 4 2] 4 2 J 4 2] 1 2 Sonars PMMM MAW -Islas 4 3 1 4 3 1 1 3 1 4 3 2 1 3 2 4] 2 4] 2 4 3 3 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: To TO TIP HEIGHT - 49,391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: SUCK HEIGHT -40.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO To HEIGHT -49,800 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -aS006 SLE UP Glass TYPe Desd05on(Usted from ats Nor to Interior) 1 1/0-AN, .IG0-PVB, 11W AN 2 13r16' LIG: 11W AN CAP, AIRSPACE. 1/&' AN, .090" PVB, 11W AN 3 1W16" UG: 11W TP CAP, AIRSPACE, 11V AN, .0917 PVB, 11W AN 4 118- HS, .090' PVB, 1/B' HS 5 Wt6' AN, D90' PVB, 3116' AN 6 13I1W UG: T16' AN CAP, AIRSPACE. I1W AN, .090' PVB, VT AN T 1WIT UG:3'16- To GIP, AIRSPACE, LIB' AN, .09R PVB, i/TAN 1)TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FINAND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE 2) FOR SIZES NOT SHOWN. ROUND UPTOTHENE AVAIIASLESIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FITWITHIN. 4) WINDOWS WITH THE LOW SILLOPTON ARE LIMRED TO AMA%IMUM POSTTNE DESIGN PRESSURE OF.65 PSF. NEGATIVE DESIGN PRESSURES ME UNAFFECTED. llln nl rrr !AY LYNN i No. 58T05 7 Q: A OF f f4ORIOP.;' N ONAL 11...... %3] TABLES: Anchor QuantiVas Required for 'ThmughFrame"Inalalladondw Drib Glass T es 8.154anb To to Tip W40, I 25- 3W 3T 41• dS 49• War Z a 2 s Jame 5 S x g 1 R ¢ .lane s Ep F d A d Same rc , a i Jamb 4= I f T I .lama rc 5qp f d. .lamb .lamb tt9 Z3 £ 3 Y i rcx ap `L d a 9ollrm seae b G'�enr Pam Saan Ha Rar9e 3P Eq�. 12A6a 1 21 1 1 1 1 2 1 1 211 I 21 2 1 x 1 21 1 1 21 2 1 2 2 1 x 2 Egvai-lite More 1 2 1 t 2 1 t 2 I t 2 2 t 2 2 1 2 2 t 2 2 1 2 3 91• staNaG Pmiew 1294-15.983 2 2 1 2 x 1 2 2 1 2 2 2 2 x 2 2 2 2 2 2 3 2 2 z SWIM I2464-I2.eD 2 2 t 2 x 1 2 2 1 x 2 2 R 2 2 2 2 3 2 2 2 2 2 2 Egml-lice 19.652 2 3 1 2 2 1 2 2 1 2 3 2 3 2 2 2 2 3 2 2 2 2 2 2 SleMva P.— IS944-I9.651 3 3 1 2 3 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 ffr Gatm, See 15,131-15M 2 x 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 grown Sue I1131-Islas 2 2 1 2 2 1 x 2 1 2 2 2 2 2 3 2 2 2 2 2 2 2 2 3 snmlvel I2464-u130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Eglel4le more 2 2 1 2 z 1 2 2 1 2 2 2 2 2 2 2 2 2 x 3 2 2 3 2 NSivm sue =131-M.963 2 2 1 x x I 2 2 1 3 3 2 2 2 3 2 2 2 2 9 2 2 3 2 SIardol P. 1G594-A 130 2 2 1 2 2 1 2 2 1 2 x 2 2 2 2 2 2 2 2 2 2 2 3 R 4S Cmnan flue 16.131-Ifl59J 2 3 1 1 2 1 2 2 1 2 x 2 2 2 R 2 2 x 2 2 2 2 2 3 Wslam Size 15.1]I-1&130 R 2 1 2 2 f 3 2 1 2 2 2 2 3 3 2 3 2 2 3 2 2 33 Luslun sue 14.131-15.190 2 3 1 2 2 1 2 2 I 2 2 2 2 2 2 3 3 2 3 2 2 3 2 3 Sronent 124W-16.130 3 3 1 J 2 1 9 2 1 3 2 R] 2 23 2 2 3 x x J 2 3 Egwltita 24.9A 2 2 1 2 2 1 x 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Gnlmn Sao MIM-NMI 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 x 3 3 SIOMarJ From. 20.194-M130 x 2 1 21 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 4T Groton Sue W131-20193 2 2 1 21 2 1 2 2 1 2 2 2 2 x 2 x 2 2.2 2 2 233 Gann Sue 16.131-18.130 9 3 13 2 1 3 2 4 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 Cuabm SBv 1a1]I-t6. 130 3 2 1 J x 1 3 2 I 3 3 2 3 2 2 3 2 3 3 2 3 3 2 3 f snowet 12484-14130 3 2 13 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 3 J] 3 3 EgW44. 25.m 2 2 1 21 2 1 2 x 1 2 z 3 2 z 2 z] z z 3 z x 3 2 t Cason Ste 24.131. 25 328 2 3 1 3 2 1 2 2 1 x 2 2 2 2 2 2 3 3 2 3 2 2 3 2 F StmeaE Pmiex 20W-24.130 2 2 1 3 1 x 1 2 2 1 2 2 2 x 2 2 2 3 2 2 3 2 2 3 3 drs0n See 2SI31. 20.843 2 2 1 2 2 1 2 2 1 2 2 2 3 2 2 2 2 2 R 2 2 2 3 3 F 50b8, Wdom See 18,131-M 130 3 2 1 3 1 21 1 3 R 1 3 2 2 3 2 2 3 2 3 3 2 3 9 3 3 Cotwn Sao 16.1]f- !So 130 3 2 1 3 1 2 1 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 J Custun Sce 14AM-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 z 3 2 3 3 2 J Sherbet 12464. 14130 3 2 1 3 2 1 3 2 1 3 2 R J 1 2 3 2 2] 2 3 3 2 3 Egwllre 31.9D4 2 3 1 2 3 1 3 3 1 2 3 2 2 3 3 2 3 3 2 3 2 2 4 3 Getwn Sae 28,131.31.983 3 3 1 3 3 1 3 3 1 9 3 2 3 3 2 3 3 2 3 3 3 3 4] Stall. Pmiex 25394.25.O0 3 2 1 3 2 1 3 2 1 3 x 2 3 3 2 3 3 2 3 3 3 3 3 3 Cass —See 24131-25293 3 3 1 3 2 1 3 2 1 3 2 2 3 3 2 9 3 2 9 9 9 9 3] BY Qrsnan Sua 22131-24.1]0 3 2 1 3 2 1 J 2 1 3 2 2 3 R 23 3 2 3 3 3 3 3 3 Oust—SoB 20.131-M130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 a 3 3 3 3 3 On. Sue 18131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 6 9 J Gu Sue 16131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 J 2 3 9 2 2 4 2 3 4 2 3 Swear 11184•-W30 4 2 1 6 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 z 3 4 2 3 Eqo481e 38.464 3 3 1 3 3 1 3 3 1 3 3 23 3 2 3 4 2 3 4 3 3 4 3 Golan Sao 36131-38.453 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 9 4 3 Carom Ske 36131.3e130 3 3 1 3 3 1 J 3 1 3 3 2 J 3 2 3 4 3 3 4 3 J 4 3 16• Statlar3 Pr000 30.994-SLIM 3 3 1 9 3 1 ] 9 1 3 J 2 9] 2 3 3 23 4 3 4 4] LuInm See 3SI31-30.893 3 3 1 3 3 1 3 3 1 3 3 R J 3 2 3 3 2 4 3 3 4 4 3 Svatan Size 2s131-30.130 3 3 1 3 31 t 3] 1 3 3 3 3 3 3 4 3 2 4 3 3 4 4 3 tasno t Y8.194•-2i11as 4 2 1 4 2 1< 2 1 4 2 2 4 3 2 4 3 2 43 3141 3 9 EQUNJiIa 426G 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2] 4 1 3 4 3 3 5 3 54' Onttm S'¢e 31131.424W 3 4 13 4 1 3 4 1 3 4 2 9 4 3 3 4 2 4 4 9 4 5 3 stadaO Part. m.194•-..130 4 3 1 4 9 1 4] 1 4 3 2 4 ] 2 4 e 2 4 6 3 4 4 3 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS TIPTOTIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG W WDOWS IS: BUCKHEIGHT-48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP W WDONS IS: TIP TO TIP HEGHT-49.506 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WNDOYRS IS: BUCK HEIGHT - 48.806 TAP. F ]n' Glass Type Description (Listed from Exterior Interior) 8 116' AN, CW SG, W16' AN 9 W16' HS,.090' SG, W16' HS 10 13116- LIG: 11W AN CAP, AIRSPACE, 118- HS, .090' SG, W HS 11 1W16- LIG VT AN CAP, AIRSPACE, WlW AN. .0W SG. W16' AN 12 1W16' LIG: 118- TP CAP, AIRSPACE, VW HS, .09W SG, Ile" HS 13 1 V HV UG: 118-TP CAP, AIRSPACE, W16' AN, .OW SG, Wi6' AN 14 13116' LIG: 3116' AN CAP, AIRSPACE, IWHS,.W 60. 11T HS 15 1 W16' LIG: Wt6' TP CAP, AIRSPACE. IIT HS..0V SG, LIT HS 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. 2) FOR SMES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST W NDOW S2E W THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO MA)(IMUM POSIRVE DESIGN PRESSURE OF a65 PSF. NEGATIVE DESIGN PRESSURES ME UNAFFECTED. m_ Y > N 0 m 3 .afl O o TUD N Y 2` Glad 0 Q J ro i6 rc N Z O 0 ZLU m W O UUo op q F- W Opp — N O Z q u Z Z W J m 0 O on & } S (9 1' Z N Z j 1» es Q � Q Q O z z � S n O JU Z S m Q Q aii�I '�sa0 aa'ia5 INSTALLATION OPTION 1 EDGE FANCEOEDTIROUGH FRAME I R B1. C WOOD FRAMEEI BHISSHEE SEE NOTE 2, THIS SHEER. TIP TO TIP HEIGHT I FRED VISIBLE LIGHT HEIGHT J_ EKTERIOR a EACH END SASH VISIBLE LIGHT HEIGHT 2AMES INSTALLATION OPTION 2 ANCHOREDTIROUGHFRAME DIRECTLY INTO CONCRETTYCMU. EMBEDMENT EMBE0. 1l4•MAX SHIM 4 MEND EDGE WE DISTANCE 7 ^ INSTALLATION OPTION 3 ANCHOREDIMROUGHFRAMEANDIK BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2, THIS SINEEf. EMBE[ 1I4•MAX SHIM -+ SASH WSIBLE 1T -- f -I LIGHTIMDTH —I ST DISTAL FD EO VISIBLE t SEE TABLE LIGHT WIDTH NOTE B. FOR HEAD TYPE TYP. ANCHORTYPE, -+/v�/wwvwv�nn. EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE 31 5 R 56 TABLES. TIP TO TIP WIDTH TYP.ANCHORTYPF �RIDR HORIZONTAL SECTION A -A EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE SEETABLE8®RE I� 1Y4•MAKSHIM 46 DADEAPPROVEDMULUON,FBC COMPLLW TALUMINUMSTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR 13 HORIZONTAL SEE SUBSTRATE USE ERHER 1 PROPERTIES, TABLE B. SWEEP LATCH® MIDSPAN OR 2 BOTTOM LOCKS INSTALLATION l OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL OPTIONALHI-RISE SILL SHOWN. SEE SHEET 10 FOR STANDARD SILL. 1/4"MAY 1 �.. NOANCH REQUIRED DIN W z FIANGEOR EQUAFRAME BILLS L e VERTICAL SECTION B-B Anchor Substrate Mn. Edge Mn Embedment Disie ce P.T. Southern Pine (SG=0.55) 9/16" 1-318" #12 Steel, Aluminum 6063-T5 min. 3/8" - 0.063" 18-8 or 410 SS Screw A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 Mn. 3/8" 0.045" 18 Ca Concrete (Mn. 3.35 ksi) 1' 1-3/4' 114" 410 SS Ungrouled CMU, (ASTM C-90) 2-1/2" 1-1/4' CreteFlax P.T. Southern Pine SG0.55) 1' 1-318" Concrete (min. 2.85 ksi) 1/4' Steel Un9mu2d CMU, (ASTM C-90) 1 1-114' Ulbacon P.T. Southern Pine (SG=0.55) 1-3/8' A) MIN.OF 3THREAOS BEYOND T E METAL SUBS M B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANMEXIFLAT HEADTYPE IS ALLOWABLE FORANCHORS IN THE HEAD. C)'UNGROUTED CMU-VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. TYP.ANCHORTYPE, EMBEDMENTAND .DGE DISTANCE PER SUBSTRATE, SEE TABLES. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 9 FOR STANDARD BILL) WIDTH SASH S FIXED LRE: TIP TO TIP WIDTH - 5.12- HMHTMOMA LITEI TIP TO TIP HEIGHTl2 -3.T3- HEIGHTIPROMEW) @FIXED UTE: TIP TO TIP HEIGHT(! • 3.18' ®SASH: TIP TO TP HEIGHT2- IISY HEIGHT(CUSTOMSASH) @FRED LATE TIP TO TIP HEIGHT -SASH HEIGHT-3.SS ®SASH: SASH HEIGHT-4.W NOTES: 1) USE ONLY SUBSTRATEAPPROPRWTE ANCHORS LISTED ON TABLE S. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY S10E OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-12 THICKARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR GREATER. IX AND M 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 ARCHITECTOFRECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. m -Na 0 o g ow N +hPo O -w K w Q Z Q 0 i= ' 0 ZLL mp m n UUd -aa O> y oz� o z z � LL O u ® m S z O n z W IN 8 < N m O Z w O o n 5 Z i Q LL an4 vzap zyu5 INSTALLATION DETAILS FOR EQUAL -LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME ANO IX OPTIONI EDGE DISTANCE DIRECTLY INFO CONCRETE'CMU. BUCKSTRIP INTO CONCRETE/CMU. ANCHORED THROUGH rAME WjW..NT —T .�EMBEDMENT SEE NOTE 2. THIS GREET. FNCHOREE THROUGD 1 EMBEDMENT INT FRAMED 2BUCKSTRIP. e I 1/4•MPX SHIM 1/47 GEE NOTE 2, THI$SHEET. D- GASH VISIBLE 1T EDGE r LIGHT WIDTH EDGE APPTMTeSmmmNYM6wt�® _ DISTANCE DISTANCE FIUHOe UpdaSS�4_ BUCK HEIGHT L FMBVISIBL UGHT HEIGHT I EXTERIOR a SASH VISIBLE LIGHT HEIGHT SEETABIE NOTE B, FOR HEAD TYPE TYP. ANCHOR TYPE, - EMSEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE S. TYRANCHORTYPE EMBEOMENTANDEDGE DISTANCE PER SUBSTRATE, \ SEE TABLE B. 9S 3 UGEER 1 SWEEFLATC NOR2 MIDSPAN OR 2 BOTTOM LOCKS OPTIOHALHFRIE 42 SILL SHOWN. SEEE 1-WEEP SHEET IO FOR NOTCHAT STANDARD SILL. EACH END 1/4• MAX rSHPI NO ANCHORS REQUIRED IN " FLANGEOR FRFRAMEAME BILLS VERTICAL SECTION B-B FD(EDWRISLE UGHTWIDTH BUCK WIDTH EXTERIOR HORIZONTAL SECTION A -A v --I I� va•M.ix. sntM DAOEAPPROVEDMULLION.FBC INSTALLATION EQUAL OPTION LEGIBOX ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN Anchor Substrate Min. Edge Mn. Embedmin! Disle ce P.T. Southern Pine (SG=0.55) 9116" 1-31W #12 Steel, Alrrinum 6063-75 Mr. 3/8" 0.063" 18.8 or 410 SS Screw A36 Steel WEI" 0.063" Steel Stud, Gr. 33 win. WE" 0.045" 18 GO) Concrete (INn. 3.35 ld) 1" 1-3/4" 1/4" 410 SS C 410 S Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine (Str0.55) 1" 1-318" Concrete Iron. 2.151mi) 1" 1-3/8" 1/4" Steel Ungrouled CMU, (ASTM G90) 2-IZ 1-1/4" lMacon P.T. Southern Pine SG=0.55) 1" 1-318" AI min. Ur a I nnCXus evpnu Ine MaIAL h..I.I It. B) USE ONLYFLATHEADANCHORS IN JAMBS. PANIHEXIFlATHEAOTYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) •UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU AFPUCATIONS, NOTES TYR ANCHORTYPE. EMBEDMENTAND EDGEDISTANCEPER SUBSTRATE, SEE TABLE B. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET FOR STANDARD SILL) WIDTH SASH 4 FIXED LIM BUCK WIDTH-4.12 HEIGHTfEQUAL-LITE)-LREI BUCK HEIGHT2-3.23- HMGHTWROVIE @FIXED LITE: BUCK HEIGHU2 -A2V ®GASH: BUCK HEIGHT2-11.43- HEIGHT (CUSTOM SASH) @FIXED LIM: BUCK HEIGHT -SASH HEIGHT -25S @SASH: SASH HEIGHT-4.6V 1) USE ONLY SUBSTRATEAPPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMIT. ANY INSTALLATION OPTION SHOWN MAY BE USED ON MY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-1/P THICKARE TO BE CONSIDERED IX WSTALLATIONS. IX MOD BUCKS ME OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2XARE I.12 THICK OR GREATER IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. MOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBRDY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISISLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. W UU o vo N S p pw alcp O (� z K O CPNI irFn O Q .,J t1 ZLL� Es W 2 M1 ood� op F Z V !2Jj^N vno O > N O^ O Z p Z Z 0O O ® W W H O o w N O = J O Q W INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE DISTANCE EMBEDMENT —` EDGE DISTANCE F0 ED VISIBLE LIGHT HEIGHT BUCK HEIGHT 83T T SASH VISIBLE LIGHT HEIGHT EXTERIOR IB NOTCH AT EACH END (SCREW SHOWN) 1/4'MAX EMBEDMENT SHIM I �T P.ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE SEETABLE9. USE EITHER t TOR 2 BOTTOM ML/OCKS SHOWN.SEE 33 PREVIOUSSNEET B FOROPTIONAL HIRISE SILL EMBEDMENT tf VERTICAL SECTION D-D 1/4' MAX SHIM 1/4'MA)(.SHW -1 IWMAXSHIM SASH VISIBLE J LIGHTWIDTH I l �, FLKEDVISIBLE LIGHT WIDTH BUCKWOTH HORIZONTAL SECTION C-C DADS APPROV ED MU W ON, FB C —OOMPLNNTALUMINUMSTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORBONTAl- SEE SUBSTRATE PROPERTIE5,TABIE9. In 0OR 012 STEEL INSTALLATION OPTION 7 ANCHORED THROUGH INTEGRAL FIN INTO METAL Anchor Substrate Min. Edge Distance Min. Embedment 2-112" x .11Y Box Nail P.T. Southem Pine (SG=0.55) 5(16" 2438 2-1/Y x.131" Common Nail P.T. Southem Pine (SG=0.55) 318, 2438 2-11T x .145" Roofing Nail P.T. Southem Pine (SG=0.55) 31W 2AW 2-10 x .145' Roofing Nail P.T. Southem Pine (SG=0.55) 3/R' 2.438 010 Steel Tmsshead Sonew of 012 Steel, or 410 SS soeN P.T. Southem Pine(SG=0.55) 1/2' 1.375 0.125' Aluminum. 6053-T5 min. W16" 0.125 BLOW A38 Steel S16' OGS 0.045 (78 Go) Steel stud, Gr. 33 min. 5116- 0.045 A)MIN. OF 3THRSADS BEYONOTHE METALSUBSRtATS. EDGE DISTANCE EMBEDMENT I TYP.ANCHORTYPE. VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7 OR 8 FOR HFRISE SILL) WIDTH ® SASH S FMED LITE: BUCK WIDTH -G.IY HEIGHT(EGUAI, Tg1l BUCKHEIGHT2-3.2Y HEIGHT(PRWITAn (4FIXED LITE: BUCK HEIGHTR. 426' ®SASH: BUCK HEIGHT¢- 11,4r HEIGHT (CUSTOM SASH) QFULE) LITE BUCK HEIGHT -SASH HEIGHT -2.6S ®SASH: SASH HEIGHT -4.60' NOTES 1) USE ONLY SUSSTRATEAPPROPRATE ANCHORS LISTED ON TABLE 9. FOILOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPFION SHCWN MAY BE USED ON ANY SIDE OF THE W ND O W. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. z 56B- 2.8 2.848• 1.1T— LEI z.B4T —� -L z.rz A T .ofiz" � .Bfiz• .9Br Bsz° O FLANGEFRAMEHEAD OIHEADNIEGRAL FIN FRAME O EGUALLEGFRAMEHEAD OFIANGEFRAMEJAMB O FLANGE FRAME SILL 1.300 1]0 2.15T 1 O EQUAL LEG FRAME SILL OFLANGE FRAME BILL FI.A SE OINTEGRAL FIN FRAME SILL 2.2)3' Hrn7—Ir I to SASH TOP RAIL O FMED MEETING RAIL M HHI-SR SE BOTTOM RALL 22)3' I .O6Y 96' 052' 1.30P 1-- 1.300' O SASH BOTTOM RAIL R SASH SIDE RAIL F� t445• .�I 1� I -J I-� 1.522' I .62r .DGO" I / A65' -- 1 "T 1 ITBOY IT802 .813' �T .045' �� D50' 1.3)0' II� 0]0' .010' fe CONER CHOR Iv SASH STOP COVER ©IG READ ®IG SNAP BEAD OSH6'LAMI BEAD O)116•LAMI BEAD 3.teT_7 O6r °• z.Tz4• �{ 112T OINTEGRAL FIN FRAME JAMB 2.)9B• 3.508' L , 4.133' 06r 1.125" L OINTEGRAL FIN FRAME 11 SILL-HIAOSE SILICONE STRUCTURAL POLYISOBUTYLENE 1W NON. WITH DESICCANT M. GLASS INT. GLASS 8KODISPACE4SGTPS ALUMINUM REIN ALUMINUM tq EU YLB DESICCANT FOAM EXT, GLASS TNT. GLASS MODURASEAOSPACER LEI 4• O EQUAL LEG FRAME JAMS OEQUAL LEG FRAME 'v SILLH4AISE HOT -MELT BUTYL STRUCTURAL JH 6•NOM. SILICONE FOAM W R DESICCANT EXT. GLASS N .GLASS ]1 SUPERSPACER'NXT- POLYISOBUTYLE IS DESICCANT` FILL SEA- S16'NOM. ROLL.1.11 D SILICONESEAL STAINLESS STEEL EXT.GUSS INT. GLASS T3 XL EDGET'SPACER m y 1 z 0 U 3 *=a K y o a,=p 4w0 0 C7 N g ¢ Of G O O� i�¢ m 0JO Zif k E W O n 21L� 006 O, .ap r Z V ~S 0 �z< ~ oZm $ Z LB Z � LL 0 $ _ o ® W ZN IaaVS � W O Q G Z m O r � n O J X U4 Q W anll 'asap swas . ()Nv LYNN,y"I,, LtcENSF'..l�F` No. 58705 'P (X 'D SAT OF 12Y4fj: 70NAL EN�.�• A LYNN WIN PE P.ER 587 5 TABLE II: 51 ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPEG SIMILAR). 4 51 HEAD INTERIOR 41 JAMB 4 14 NTERIOR JAMB FIXED MEETING RAIL SASH BOTTOM RAIL 4 SASH SIDE fi JAMB RAIL 7 37 INTERIOR 39 � SILL TABLE 10. MATERIAL PROPERTIES USED 51 FOR ANCHOMGE CALCULATIONS: 7 INTERIOR 51 NOTES: 1) ALL CORNERS TO USE GASKETANDIOR SEALANT. ]) SOME PARTSIOPDONS NOT SHOIM ON DRAWING FOR CLARRY. :him PGT Part fl Oescdp0an MaOsrtal 1 64200 HeaO, Flange AGE 80B3-T6 2 fi24077 Head, InlegrW Fin Alum. fi063-16 3 624028 Head, Equal4eg Alum. 6063-T6 4 b'2411114 Jamb, Flange Alum. 60G3�76 4A Jamb, Flange (Used! For Alternate Radius Top Head) Alum. fi1161T52 5 624020 Jamb, Integral Fin Alum. 6063)8 54 Jamb, Integral Fin Nsetl Far Altemate Radius Top Head) Alum. fi063T52 8 fi24037 Jamb, Equal -leg Alum. 606376 GA Jamb, Equal -leg (Used! For Altemate Ratlius Top Head) Alum. 6063-T52 ] 624002 Sill, Flange Alum. 6083T6 8 824018 Sill, Integ Material Min Fr Mirt F. Steel ScroN 92 ksi 1nl ksi 11485cnaw SO kal 95 kei 410 Scree 90 kei 110 kei Elco MtmConA 155 kei Wiest 41055 Bco detaFlex® 12].4 ksi 1fi9.]ksl 60SLT5 AIMninMn t8 kel 22 ksi A3651ee1 36 kci SB kei Gr. 335teet SlW 33 kei a5 kei > w m � W O 2 N j o o am0 N Q � < f7 N NN � Z z LL m 9� � � o L=i Q u 'oN fZ Q i oj� a a J F vnc �zW g z � Q _ O g CO Z m W roans