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Home My WebLink AboutNOAM IAM I.DADE NILMMi-DADE COUNTY u + PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONO'NHC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/ecmmmv PGT Industries, Inc. BVAlV1QL� 1 1070 Technology Drive BY North Venice, FL 34275 St. Lucie County SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The IvIiami-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. REP, 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 `SH-200" Aluminum Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. MD-SH2O0-01, titled "SH Window Installation' sheets I through 8 of 8, dated 05111/11, with revision D dated 06/16/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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: None LABELING: Each unit shall bear a permanent label with the manufacturers 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. TERI IINATION 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 revises NOA# 16-0505.02 and 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 Jorge M. Plasencia, P.E. MIAMFDADECGUNrr I� NOANo.17-0630.02 .,..,. , Expiration Date: September01,2021 Approval Date: October 26, 2017 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0614.01) 2. Drawing No. MD-SH2O0-01, titled "SH Window Installation" sheets 1 through 8 of 8, dated 05111/11, with revision D dated 06116117, 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NO.A No. 11-0614.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t11 Edition (2014) and FBC-6t° Edition (2017) dated 10/12/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05/22/I5, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-05-78.22) 3. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-6t" Edition (2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Jorge M. Plaseucia, P.E. Prod ct Control Unit Supervisor NOA No. 17-0630.02 Expiration Date: September 01, 2021 Approval Date: October 26, 2017 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 16-0505.02, issued to PGT Industries, Inc. for their Series "SH-200" Aluminum Single Hung Window - N.I., approved on 061I6116 and expiring on 09/01/21. Jorge M. Plasencia, P.E. Prqcruct Control Unit Supervisor NOA No. 17-0630.02 Expiration Date: September 01, 2021 Approval Date: October 26, 2017 E-2 GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW 11MI5 PRODUCT HAS BEEN DESIGNED A TESTED TO COMPLY WITH THE REQUIREMENTS OFWS FLORIDA SLALOM CODE, INCLUOINOTHE HIGH VELOCITY HURRICANE ZONE (HNIZ). 2) SHUTTERS ARE, REQUIRED MEN USED IN WINOAORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-0ADE COUNTY. USE ONLY MIAMDAOE COUNTY APPROVFO MASONRY NO ANCHORS ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUMERN PINE, AS71A CSO CONCRETE MASONRY REQUIRED" UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 Ae, SHEETS 4 A S. BTRMOHTHEAD. AI MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE S. SHEET C. ALL WOOD SUCKS ISM THAN 141 THICK A I ARE TO BE CONSIDERED IN INSTALLATIONS. IN WOOD BUCKS ARE OPTIONAL. IF UNIT IS INSTALLED DIRECTLY TO L SUBBTRATE.WOOD BUCKS DEPICTED AS IXARE I-in'THICK OR GREATER IXANO 2X BUNKE(WHE.N USED) SHALL BE WMAXFROM DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCPGMIGN AND INSTALLATION IS EI CENTER OF RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. umemm .."ANCHOR EMBEOMENTTO EASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USEANCHORS OF '1UFFIGIENT LENGTH AS SPECIFIED ON TABLES 5 & 6, SHEETS AA A. NARROW JOINT SFAUNT ISUSM ON ALL FOUR 'ORNERS OFTHE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED.OVEPALLSEALWG6LISHINOSiMTEOV FOR WATERRESISTANCEOFINSTALLATIMSHALLMDONEBYOTHERSANOISBEYONDTHESCOPEOFT UE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERETHE PRODUCTIS NOT FLUSH TOME SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BYOTHERS, MUST BESUFFICIfNRV ANCHORED TO RESIST LOADS IMPOSED ON THEM BYWV WNDOW. TEST pRESSU RE FRAME ANALYSIS ANO ON ALL(WJABL6 STRE95 DESIGN. A50. 8)TNE ANCHOMGE METHOOS SHOWN HAVE BEEN DESIONEOTO RESISTTIIE WNDLOAOS CORRESPONDING M THE REOUIREO DESIGN PRESSIIRE.THE M ln%SMESS INCREASE HAS NOTBEEN USED MTHE DESIGN OFTHIS PRODUCT. THEIBLOADDUMTIONFACTORWASUSEDFORTHEEVALUAVONOFMN ORSMTOMAXIO.ANCHORSTHATCOME INTO COWAGT WTM OTHER DISSIMILAR MATERIALS SHALLM RET THE REOUIREMENiBOFT10: RUCRIDABIALDING LODE FO R CARROSION RESISTANCE. A) REFERENCES: TEST REPORTS WLR470; ELCO ULTMCON NOA; ELM CRETEFIEX WA; ANSVAMPANDSFOR WOOD CONSTRUCTION AND AOM ALUMI NHM DESIGN MANUPL. 10)THE2MSERIESVNCLEM O%MN00WWASFORMERLYWOVMp MEaMSEFSES(FtMH FR4%q ORd I SERIES(RNFRANE). WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOWOR SIMILAR, MAYBE USED BY INSCRIBING THE SNAPE MA BLOCKANG OBTAINING nESIGN PRESSURES MRIHAT BLGCK SDEFROM THSTAOLES ON SHEETS2 AS WON MW HEIGHT - HEIGHT FmLLN6 pPbJ&NIMFi /MMOCpWpVEwIMFl BbIINTTFLYLYIE CODES/ STANDM09 USFh •2017MORIDA RU4OING COOS (FEC1, 6TH EDRION •201A FLORIOA PUILOING CODE (FBL STH EDRION NSI?AF •ASTM ESPA N9 •ALUMINBPA DESIGN 16 MR WOOL CONSiRUCRCN •ALUMINUM DESIGN MANLAL AOM-2815 •AI51510012 •RISC 360.10 RNL OEBION PRESSURE RATINO IMPACT MTWO' VARIES, NOT RATED FOR BEE SHEET92&3 IMPACTREBISTANLE 4SHIW FORANCHORSIN CURVED HEAD, VISIBLELIOHT eHEE'T 6. 52-Ire' BUCK WIDTH WSI40,1A rBEE M NAY of VISIBLE L/ 3S1R' / N• LIGHT MAlf.O.G T B' /MSIBLE LIGHT LIGHT TIP -TO VMAX.O.C. / TIP HEIGHT G n A BULK HEIGHT 1 SLICK RUN L_..-.e �NOMMORS ��'D 0.EOUIPED IN SILL 3-MAX. 6' MAX. O.C.52.1/ BUCK WON TYP. FLANGE FRAME ELEVATION (TESTED UNIT) Meted Min. F Min. F. Steel 6omw ke 0 s Eft UIIraGn® 410 SS Eleo CD,teFICXE, 155 kel 127.4 ksl 177 kei 199.7 ks 6063-TS AIImYnum 16 kel 22 kBl A38 Steel 36 KAI 58 ksl Gr. 33 Sled Stud 33 kSl 45 ks) TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) " , I \ I I I I II„ pNP[... N ', RE '•., ` 'l `gCEN Mi ,.'^ �• RAWe'm: 7 - JR -UPDATED TO •.P � F8C 2 FBC2017. i * IAL sRTDs •. ;A •i� BT 2 ��'%(Lr� .�'•., �- 1070TEMNOLOGYDRIW N.VENICE,FL34275 GENERAL NOTES & ELEVATION RR" :. (CS'.!YORIOP: GA[�p ��'' (84i)1801800 S�ONAL 8�\\`� SH WINDOW INSTALLATION VRTFRRF 1MT IIIII III\t "S SmW. '71 A.LVN'MILLER. P.E. H- ZOO SH- NTS 1 OF n[RT nvu DH ex2aa PROOLUITgREVISED 6ulietna &T -IM ION FIM" NOAJMF. 17-0630.02 J ROSOWSKI 05/11/11 £ � m � (P c• ��' � 5 g IE � g � @ ` � �'++, 9 @ � g � � ` 9 W L o � � m ,p5, 5]� ��24'�P�. �i¢�q�m (u�LOi^� {y.�• �u�2� P��L' N��s J'�= a> '_°- y u u n y y °. Y �5 z fi 3f� Ns..HN>rWs"�,oi°N�Nirnrirninri',NYilei�iin,nNumiuNia':riNNu"umiia;r +! ♦ r♦♦ 'O i N+! + r f ♦ m♦ O O N O C Ll w 0 0 J G O G O C �m�$ o� Na mmwmmawmm YmmoDma�lm D> Dom�.ao:� op♦� DDDoo 3 m e£ m m m m u ul lmo pmi � ♦ m m� !N N N ppl fn N N N N q! N ♦ Ill. . N N u fn Jai iq (11 • N N yl qp!l N N N yy♦�l Ili N N N pj g 0 C J D O O O C 'O I. o o D O D Ge D O O o 'o s_ ) J 0 O �l m IJ FYn fU O fJ m m O N m 'O � S F R g♦ + N p♦♦ h a u O1 +!! � f+ll $ tt G in N N f;l ♦ i it h in 4� roll N h 1"n 4 uml i♦++ fn Yn' i"n h iii ' 9 ,Y'n ,i"n ,in ,lfi' N� •• H� N� H �+ Y w� N A 0�>�� P P N A '!•l m C V P J V P H� N G `Olj + �' 0 + � m S N li V � �• + n � t in N N h � h � N N i+♦ Yi�i 'O � �n f iri Dili ♦ N 'O in 4 Nii iri ('ili in N N �i lii � N H J N 4l O V + 4l O m Vl fu O W m C G O O O � � O H 'O � 4l H � � in � � H 1n gS m N A N + 4p ♦ f4J 4 0 4 W +A ♦yy+ 4 l+lnn 1 tAO S > (1n (+n y N O N+ O O lmil O N o A o o N v o J, � N o S m o� o b fJ H J O fJ m b fJ H ,Si Y H m H fJ + V � O Ol P�� m tD 0 D T 9 N C• mom O s m m J t+ J S m J b Nm J Lal b S V�� J m N { N� Ll A S V O• �p . J . J . m O . m . tmD m+ . . O . m . fAJ m . . O m . m . m . m . o . m . m . N . w . m . N�� D . m . m . O . pal O . Y m . o . m . Y N . m . m . m . . A m . O +N N V=NXyamm • 1♦u h ♦V ♦ + 44ff ;DYYk'lme S N ♦ ♦ m"dmooP ♦ ♦ 4♦r >n�3^e ♦ h '�S� + + efn tnh h Pn fRN O P m m J 4 Vl 0 m V P m �gk�ggom'�g�gu'+ssoinm�� x L x 0 K vlz mr iN p 0 s m o A m D � m > D p0 �O Om Io mz � mn � 3 3 v c m 'a h f _— _— ----------- ME a a D a phi m o gi a a m mm 6 � p+l• m a M n a m <21 Fa v � i yd1l+rrrir� NDTO . VENITECHNOLOGY DRIVEzop9 .� O ..,,!Qy N. N/ENICE, FL 34275 a (941)-480-1600 z Z � coPTmcNromn O :�R o n; ® PGTIlIDLLSiR63, WC. D� S; _D.? � � � Z CEitT.pFAUiM.R!%236 NLAlGm5f�56NED � °£y 8 Ri? R mryz` 2 DESIGN PRESSURE A g OB/06/11 Fl 3 e �" %?�'i�y y'•.....';aa^1,��' g SH WINDOW INSTALLATION gw J ROSOWSKI o ,`o ma SH-200 h NTS 1 2 OF 8 X$ MD-SH2O0-01 x 0 = N TABLESTMLE 2: PRODUCTn REVI5EO Bulltlln9 Ootlew115 the Honda, NOA-No. 11-0630.02 Ea1l-MP. oato091GV2021 ey m1. .d mead cones gBLE3: C g 0 > 0 3 0 FIGURE A: SgSH O Co r/1 O gnoss SEGr10N T S' (7 p ImTH I.G. GIA99) �<r pui t!1 •Pe = O u $2 N U_U YmYXd nw z J. d O ire o�E l �Z� W LLO sgsH Y151BLE LIGHT II HEIGHT m H W HEIGHT it ®o Cn Z IrW SASX HEIGHI-3-Br10' € ? 3 z ❑ n p n. Z 1 N W = ❑ V. `t5[IY LYN .•`SO........... ;Hic 21.:�IceNse Nole3 - : No.6fi705 1) USETHISTABLE FORAL MDOWSTHATMtEGVSEUWIm1G u •//�` TYPES B-J.N'_Qr gPPUGABLE Wfli tl0'ANNFrUE0 G3I139 (TYPEA). 2)FORSIZESIAiSHONTI, ROUND UPTO THE NE%TAVNLP6LE moles OR �0'-. HEIGHT OIMEN510N SHOWN ON TNETABLERONO�:' SS/ONAL E�v. 4nnnull ALYNNMn1e1LYE WINDOWHEIGHT-SASHHEIGH OANNOTEY,OEEO5Y, P"5wo5 MaiMum Bash Hdgltz Design Pressure (Ibs/Ity) for Glass Type B -J, Fin 8 Flange Frame Mdq�'tt (sce Figure A. this sheet) Mechnum Window Width' 37" q1° 45" 49" 53-1/S 23" 774111ti'(Equal Llk) 430.0 +55.0 430.0 +55.0 50.0 ,fi5.0 -90.0 r55.0 470.0 +55.0 -90.0 +55.0 -80.0 +55.0 �80.0 under 188I16' +55.0 470.0 +55.0 410.0 t56.0 50.0 +55.0 -90.0 +55.0 470.0 +550 54.3 +550 -78.0 +550 -72.8 3T 180/1fi' (Equal Ube) +55.0 470.D' +55,0 410.0 t55.0 410.0 +55.0 4U.0 +55.0 -BD.O +55.0 430.0 +55,0 51.1 +55.0 -73.4 ou5r 1BBl16' +Ss.D 4)0.0 +55.0 470.0 +55.0 430.0 r55.0 4i0.0 r95.0 4)0�0 +55.0 474,3 +55.D -78.0 +55.0 -72.8 under li7/8" +55.0 50.0 a55.0 .90.0 a55.0 470.0 +55.0 -90.0 +55.0 -03.5 +55.0 51,8 +55.0 -76.0 +55,0 4)8.5 15-7/8'IhN 193ri6 s +55.0 �00.0 +55.0 •90.0 +55.0 �eO.D t55.0 •g0.0 +65.0 �80�0 +55.0 57.8 ,55.0 -78.8 t5S0 -71.2 �/e, 1e•v4"(Eµlaluk) ass.o ao.o ,5s.o ao.D +ss.g -eo.o ,ss.g -eo.o tss.o -w.o +5s.g .67.e +ss.g aa.e +s6.o a1a wer 18-1/4" +55.0 4i0.0 .55.0 430.0 +55.0 •90.D +55.0 4H1.G +55.0 478.5 *55.0 51.8 +55.0 -75.0 +55.0 58.5 under 108/1fi" +55.0 4)0.0 +55.01 .8D.0 +55.0 .80A r55.0 �80.5 +55.0 50,2 +55,0 -73.2 +55.0 -66.3 +55.0 •69.7 799/1C IIIN 22-72n0 +55.0 �80.0 +55.0 -90.0 +55.D •80.0 +55.D 470.0 +55.0 419,1 +56.0 •76.5 +55.0 -70.0 +SiD 53.0 �• 22F/18° (Equal lJk) +55,0 -80.0 +55.0 410.0 ,55.0 500 +55.0 430.0 +55.0 439.3 +55.0 -70.5 +55.0 -70.0 +55.0 53.0 oler2241l16" +55.0 410.0 +55.0 4)0.0 +55.0 50.0 +55.0 436.5 +55,0 5D.2 +56.0 -73.2 *55.0 56.3 a5S0 59,7 untler241/e" +55.0 E0.0 +55.0 •90.0 a55,0 .8fi.0 ,65.0 -81.8 *55.0 -75.7 *55.0 �68.2 *55.0 432.E t55.0 57.7 ZO-178" NN 24-12' S +55,0 30.0 -80.0 +55.0 430.0 +55,0 -90.0 +55.0 414.8 +56.0 -74.2 +SSO -05.8 r55.0 -$9.1 _ � 240/16'(Equal Uk) +55.0 •80.0 ,55.0 430.0 +55.0 A0.0 r55,0 470.0 a56.0 54.9 +55.0 -74.2 +55.0 55.9 +55.0 59.1 owr24-0f16" t55.0 -90.0 +55,0 50.0 +55.0 56.0 r55.0 51.8 +55.0 •75.7 +55.0 592 +s5,0 •62,8 +55.0 5/.7 antler 20-13I76" +55.0 470.0 +55.0 •90.0 +55.0 53.5 +55.0 -78.1 a56.0 -74.0 +55.0 4)/.3 +55.0 51.8 +55.0 456.8 20-13'16' IhN 255/76' S +55,0 .80.0 +55,0 -90.0 a55.0 470.0 t55.0 4p.0 +55.0 53.2 +55.0 -72.7 +55.0 434.6 +550 57.0 ��" 253/B' (Equal Uk) +55.0 470.0 +SSA 470.0 +65.0 430.0 r55,0 430.0 +65.0 �83.2 +56.0 -727 +55.0 434.5 +55.0 57.6 0Rr 253�0' r55.0 4NI.0 +55.D 430.0 +55.0 453.5 r55.0 -78.1 t5S0 -74.0 t55.0 -6/.3 +55.0 431.8 «55.0 58.8 under 24-15/16° *55.0 57.9 r55.0 •75.8 +55.0 435.7 +55.0 k2.3 +SS.O 430.0 +55,0 56.6 +532 53.2 a48.B -09.8 34.76/1B'NN 30.12n° +55.0 57.8 +55.0 -75.8 +55.0 -74.1 *55.0 •74d +55.0' -74.1 «55.0 55.5 +55.0 57.5 +SL1 51.1 81 300/16' (Equal Lite) +55.0 57.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 i55.0 -74.1 +55.D 55.5 r55.0 57.5 +51.1 51.1 oter 300/18• +55.0 57.8 a55,0 -75.8 +55.0 4A1 *55.0 -74.1 +55,0 •74.0 +55.0 475.5 +SSO 47.5 +51.1 b1.1 under253/4° +55.0 53B +55.0 -71.7 +55.0 520 +55.0 59.8 +55.0 57.8 a54.b 59.6 a51.3 51.3 ,463 -08.3 25a/4" lI1N 31-1/2" ° *55.0 5J.8 r55,0 •71.7 +55,0 59.4 r55.0 59,4 +65.0 4G.4 +55.0 54.6 a55.0 58.5 +50.2 50.2 �- 3143/i6"(Equal Ute) *55.0 53.8 +65.0 -71.7 r55.0 419.4 +55.0 45.4 +55.0 b9.4 +55.0 .e4.5 a55.0 -56.5 +50.2 50.2 oler3l•9/16° r55.0 473.8 r55.D -71.7 +55.0 59.4 +55.0 -W.4 +55.0 4H.4 +55.0 54.5 a5S0 56.5 +50.2 502 antler 29-3k' +55.0 58.3 +55.0 58.3 +52.1 521 +51.6 51.5 +61.5 51.5 +51.5 51.5 a50.0 50.0 +48.4 -06.4 29-34' NN 39-72" ° +55.0 5e.3 ,55.0 58.3 «52.1 521 +51.5 51,5 +51.5 51.9 a51.6 51.5 a51.5 51.5 +454 -0BA 73 3B8/18'(Equal Like) *55.0 58.3 +55.0 58.3 +521 527 +51.5 51.6 +61,6 51.5 +51.5 51.5 ,51.5 51.5 +48A -00,4 ater 368/16° r55.0 58.3 a55.0 56.3 +521 521 +51.5 51.5 +51.5 51.5 a51.5 51.5 ,51.5 57.5 +48.4 -06.4 under 313/4' +55.0 525 +50.6 50.8 +46.3 48.3 +45.2 45.2 a45.0 45.0 «q5.0 rL5.0 a65.0 45.0 a45.0 45.0 78" 31.3/4°NN 39n° +55.0 •625 r50,6 SO.B +4fi.3 -08.3 +46.2 +45.0 +45.0 -05.0 +45.0 -05.0 a45.0 -05.0 341/16'(Equal L'lle) +55,0 52.5 a50.6 430,8 +48.3 46,3 +45.2 -05.2 +45A -05,0 +45.0 -05.0 a45.0 -05.0 ,45.0 ' Tipia4ip d'Imenslpns br Aange Wntlows shown. Forts windows or Wck d5nenalms, subcest i'. s P7ardl sash height. For Gearday98h1 height, sublNcl3-9'1d. 5 s2a range Ncludes Na standard PnFVkw (inter-2 configumOm) for the gNen W'ndon H01prl. FaraWrall sash wltlth sublJad 2-751I6'han the buck dimension. Monolithic Glass Types A 1IB'Annealetl B 11B'TempelW C 3/16" Anrreded U 3/7B"Tempemd E 1/4• Annealed F 1l4` Tempemd Insulated Glass Types G t/B' AmealaQ 1/4• Airspace, 1/B' Amealetl H 3116° Anneale0, 3/16` Almpece, 118' Annealed I 1/e' Tempereq 774"Airspace, 1!e' Tempered J 3l16° Tempered, 3/16° Ahspaca, 1/8' Tempered INSTALLATION DETAILS FOR FLANGE FRAMES DPHo 13 INSTALLATION D. FIANGE®HEECHE RO. OPTION DOGE SILLBJP)AB9 CURVED HEADER DISTANCE — IN9TALAPON INTO WOW 2 SEE NOTE 2, 1.465 �L VISIBLE LIGHT HEIGHT BUlCK EXTERIOR KEISul I p TYP.ANLHORTYPE EMBEDMENTAND EDGEDISTANCE PERSUBSTMIE. SEE TABLE 5, THIS SHEET. CONCRETEICMV PER ANCHOR E EMBEDMENT REQUIREMENT T_ . ;. I - IW MAX EDGE [� SHIM DlsraNCE 1 YP. ANCHOR TYPE. .. T'. I/MENT � EMBEOEDGE AND EDGE HIM SHIM pISER SUBSTRATE, _ 1 SEES, THIS S B.SNEET. I INSTALLATION - OPTION i INSTALLATION STRAIGHT HEADER 6PTION2 INUAL ATION ONTO INSTALLATION WCOO M NO ANCHORS - ANCHORSOIREGTLY REQUIREDATHEADER INTO MASONRY, -I -- 114'MAX51-IM 912STEEL -M$l LJ� EMS (65). SEE 6 TABLE 9,IHIS� SHEET LATE ]BITTER CH(aza)OR INSTALLATION BOTTOMLOGK - OPTION 32J5 011).TESTED INSTALLATION UNITLOCATION: ANCHORS L 6315•FROM DIRECTLY INTO L_U 64 VENT END. METAL. CCNCRE'fEJCMU FERPNCHOR REOUBTFMENi TYP. ANCHOR e • cr�•ocnucur eem PERSUBSiRATE, SEE TABLE 5, 11(ISSHEET. EOGECE ---- 24 DIS]1PN -- 32415 —L 43 64 INSTALLATION OPTION 3 VISIBLE LIGHTWIOTH INSTALL4TIONMICHC' BUCK WIOIH ExTEMOR THROUGH Ix BOCItSTHIP TIP•TO-TIPWIDTH INTO MASONRY. HORIZONTAL SECTION A -A Andler MIn. Etlga MIn. croup Moor suO w gstanw EmEeament EGRESS FORMULAS P.T. 50¢Ibem Piw(SO =.561 BflS 1SB' 100M(2,,Go) (EQUAL -CITE) I 012 Simi SMS AIuMIMm, B0133kT5 min. 18' Ito WDRLTIP-TPTIPWIDDI.4' A B..(05) Sled Stud, Dr. 331NK 3'B' HEIGHT':TIP-TOdIP WIDTHR-5-5I1W B I 114' 91ed IMINCon A35SIW " D.0340(20 GB) P.T. Sa4Eem Pit. (SG - 455) 1' 141t - l`.anerele (mHL ZB KSV 1' Mir UrMRC¢d CMU. (ABTM G90) 2.112- 1-11 P.T. 9e¢ PI a(SG=.55) 1' 1.3I0" IF VISIBLE T ��(!�Il` �L� C I 114'47066 ge1¢fkK CMCRte min. 3.35 ke1 1' 1314" LIGHT �I UnOlwRed CMU, (ASRd CAD) 2-tn' 1-V4' 3B HEIGHT DADEMPROVED MULLION, ALUMINUM, SIEELFRAMNG OR EXTERIOR i)WHERE SUBSTRATE CONDTIIONS REQUIRE ANCHORAGE FROM MORElHM10NEOF INEPNCHOHG iHEANCH MIMIMU OF THREADS BTLETDMYMALLTABLSTRATHISAPPROVPL. 11 OPEELSND.SEE 5U HIS SHE n 2) MgHOK MUSTOF BEYDNDANY METAL SUBSTRATE. PROPERTIES, TABLE e, THIS SHEET. \/ 3)ANCORLSTDXTEND FU-45 Mi. FY- 33 KS 31 FOR STEEL STUDS, MIN. FU =45x51, MIN FT=33 K51. NOTES 43 I) USE ONLY PPR LISTED ON TABLE 5 OF THIS STUFFY. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY WSTALLATION OPTION BEBS USED ON 109 OF THE WINDOW. SHOWN MAY BE usE00NANT $IDE OF THE WWOOW. 5254• 31 20 2X WCOO 2 2) MASONRY ANCHORS MAY BE USED IWO WOOD ASPER TABLE 5, THIS SHEET. ALLWOOO BUCKS LESS THMl 1-Ire QIICK AREMBE CONSIDERED IXINSTAL-tOtum 1X W WD BUCKS ME OPTONAL IF UNIT IS INSTALLEU DIRECTLY TO SUBSTRATE. MOD BUCKS OEPICTEDAS 2XARE 1-10 THICK OR GREATER. IX AND 2X BUCK6 HEIGHT- PRODUCT REVISED Nmiapl on9 WIN taa FIvrIOP ' lne� m NDA,No. 'i7-0670.BR BUCKSTR , SEE NOTE 2, (WHEN USED) SHALL DE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WWDBUCKDESIO MDINS]ALLATIONISTHERESPON5IBIU YOFTIIE THI95NEET. ENGINEERORARCHITECTOF RECORD. IIUH 3)VISIBLEUUHTWIDIHORHEIGNT(AL50 iIEFERRED TO nS OgYlIG100PENING)IS '1` LYN ]Y RpWim MEASURED FROM BEADINGTOBEADING. ON.. ... '��;: "ODENy'F':�'YY� V4•MAXsnIM N ;, ZaT UPDATED TABLE 5. NOANCHORB � � PER � _ Lnm REQUIRED IN FLANGE - PNGIGiETE OR ' pBWIRFMEM -� ' IY� ��.'(V�� 1070TECHNOLOGYDRIVE pavfPlbc FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI FRAME BILL SRO ••. TE 5m N.VENICE,fL342]S ' '. •�' • ' - • Fr•:EfOfl10P.. \2�� , 1941)480.18W Tow: SH WINDOW INSTALLATION 05 OS/71/11 �G SS�ONAL �PmlQno m,r VERTICAL SECTION B-B' EIIT`�� I.I L 'MD-01 �D A LYNti ,PE CERT.OFAVIH.p282W SH-200 TUTS 40F8 P.E458T05 INSTALLATION DETAILS FOR FIN FRAMES INSTALLATION sEE rvOTE z, 7lNssnEET OPTION 5 �uwmD, EMBEDMENT CURVEDHEAOER EDGE INSTALLATION GISTPNCE ANCHOR(SCREW) O THROUGHTHEFIN EDGE J 0 1.46.5' LL VISIBLE LIGHT HEIGHT FK2E, IOR 2T5,• a BUCK HEIGHT L VISIBLE LIGHT HEIGHT _ T Z254' SMTABLE 6, THIN 6HEET. INSTALLATION OPTION 0 INSTALIATIONANCHOR (NNL)THROUGHTHEFW 1i4'MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE EDGE DISTANCE PER SUBSTRATE. BEE TABLE N,THISSHEET UWOOD, EMBEDMENT SEE SHEET THIS SHEEP EDGE 2X WOOD, BEE NOTE 2. DISTANCE O THIS SHEET ,.IMF --___ 1 1h4'MAKSHIMi L EDGE DISTANCE EDGE DLSTAN(:E V4•MAXSHIM - - 114'MAXSHIM TYP.ANCHORTYPE• ENBEDMENTARDEDGE—` DISTANCEPERsusS Te; BEETABm 6. THIs sHEET. HORIZONTAL SECTION C-C , q U TTP.ANCKORTYPERSUBSTRATE I{ EMBmMENTANDETIGE li OISTPNCE PER SUBSTRATE,INSTALLATION S_V_I�`�III III, SEE TABLE B, THIS SHEET. INSTALLATION OPTION 5 OPTION E INSTALLATION 6TPAATONAIDH ANCHOVITH EW) TMROVGNTHE FIN INSTAIAIION AGMIXt ' (NAIL)THROUGH THE FIN MULLION SECTION EDGE DISTANCE OADE APPROVED MULI0N, MAYBE VERTICAL OR HORIZONTAL MAX VV SHIM. SEE SUBSTRATE INSTALLATION PROPERTd:s, TABLE 6,THIs SHEET, OPTION? USE EITHER INSTALLATION DTTILOOMGLADOOOK ANCHOR(SCREW) fl4'MA�%.SNIM� i1JTESTED THROUGTHEFIN N: ITVENEOM VENTND. 0 SELF-0RnwNa -r7)' 5MS(G5)CHIe EXTERIOR V/ µUMINUMTEEL FNMIING OR STEEL 20 STUD. SEE SUBSTRATE PROPERTIES, TABLE B, THIS SHEET. 5NOTES 11 USE ONLY SUBSTRATE I— 1H•MAXSHIM APPROPRATE ANCHORS LISTED 1 ON TABLE a OF THIS SHEET. FOLLOW EMBEDMENTAIO EDGE j FDGE DISTANCEUMnS.ANY DISTANCE INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE �* EDGB WINDOW. DISTANCE 2)MV=DFRMONGCRBUCK, .O — EMBFDMEM 1-1ITTHICK ORGfffATER '� SNWOOD, SEE NOTE 2, THIS SHEET 3) VISIBLE LIGHT WIDTH ON HEIGHT (ALSO REFERRED TOAD DAYLIGHT UYEMHG)19DEADINGFROM RTICAL SECTION D-D BDwDTo aEnowG. EA -/ EXTERIOR NSIBLELIGNTWIDTH — BUCKWIOTH Anchor Substrata Min. Edge Distance Min. Embedment 2-V7 x.113'Bwl Nail P.T. SaNNem Fine, (SO -.55) Ur 2-7116• 2.11T X.131' Common Nell P.T. SomNem Fine(so -.55) 911E 2-7116• 2-VT x.l4 Roo" Nell P.T. SendNem Fine(SQ M) BH6' 2-7/1V NID SIthl SMS SDTUN IG5) P.T. SuAbem Pine (SG • .55) 114' I-2v Alemilem,6 TB min. ww 1w 6teDl Stud, GC SS Mn. wr 0.035 A36 Steel 318' VS. NLIXL eV W MAIL EDGE BISTA 2X WDOO, sE NOTEI,IHIS SHEET INSTALLATION OPTION B INSTALLATION ANCHOR (NNL)THROUGHTNEFIN EGRESS FORMULAS (EQUAL-LITE) WIDTH: BUCK WIDTH -3' HEIGHT: BUCK N EIGHTR - S13H6' VISIBLE LIGHT FORMULA$ (EQUAL -CITE) WIDTH (SASH): BUCK WIDTH- WIDTH (FIXED} BUCK WIDDI-r3` HEIGHT: (BUCKHEIGHT- &lltb112 PRODUCT REVISED as a plyln with the Mantle ea1101n9e aCo moA- 17-U630.02 LYNN 'VCENFF N. 58705 '• FIN FRAME INSTALLATION DETAILS V��l ¢ Igro TEcnrvaLOGr owvE T:111� .F(ORI�P.: '•\2�� TONAL VrSf�4hLA'.P N. VENICE, FL 342T5 (941)4BDi6W Rtlr SH WINDOW INSTALLATION 5 HS9 .-2e 00 sNETS 77OF 8I i 05111/11 D1 I D Andhdr CtIi. itlba Requln: 1, Flange F... MWImnWlntlbwWMS' NUEnm WHMw Moprc' SUS HiIpA1' (¢w N. A,W•hwl) Ti1O� 5 3 GrtuG BJGrylqC 5 2 3g g 3 9 GnwP¢¢A 3 S gy Grvup B 3 S (¢¢Lwp¢¢ 3 S GyyrvW S P E GnupRRB 3 2 G,mq t j S P9,g i A S 0.sµ, 5 B GmupRR 3 5 filwp i Z Gm,g S. py B X $ Gm,p 2¢ qy WupA 9 ,( 5 G¢m4 Y 3$ B 2 Gwg E g# C S QRopA S 3 Z I'awp S 3 B i Grv,p6 f 2 GmupA a 3 2 F+oW B p B 5 GMp 3 Z T]• yld'IV SE"M) S 1 2 21 z 1 S 1 S 1 2 1 z 1 2 2 2 21 z 1 2 T 2 2 2 2 Z 2 Z T 2 2 2 2 1 1 2 2 1 T 1 21 2 a x 2 2 21 2 2 z: 1 2 1 2 x 1 2 Bqw 166nS z 1 2 2 z 1 2 2 3 z 1 T 1 a 2 2 a 1 2 2 R 2 2 3 z z 2 x 2 4 x 3 IMIV(S fl W) 1 Z 2 2 S 2 2 2 3 S 2 2 2 2 2 2 2 2 i 3 a 2 2 2 3 J x 3 2 2]] 2 R 1 T 3 i S x x Z 93 2 3 2 2 awr16BRP 2 z 2 S 2 T T! 2 3 2 T 23 2 2 2 2 23 2 2 2 2 2 4 2 3 2 2 2, 4 2 3 2 2 2 1 2 J 2 2 2 4 2 3 3 2 ,nfl5.T/P 2 2 2 R 2 23 2 R 2 2 23 2 2 2 2 2 3 2 3 Z 2 2 4 2 3 2 2 2 4 Z 3 2 2 24 2 3 2 S 2+ 2 3 1 2 2 1SN MIS -Sirs R 2 R 2 2 2 3 1 T 2 2 2 3 2 2 x 2 2 3 2 2 2 2 2 3 2 2 2 a 2 J] 2 2 3 23 J 3 2 2 2! 2 2 2 2 2 %�• to-tlP lCy-IUw a 2 2 2 z 2 2 2 2 T 2 2 3 1 2 Z T 2 3 3 x x z 2 3 2 1 2 2 2 3 3 2 2 2 2 3 3 1 S 2 2 3 J 2 x x '1 o11MI, 2 3 2 2 3 2 2 3 2 2 2 2 2 3 z 1 2 2 S 4 2 2 2 2 2 4 2 3 2 2 2 4 2 3 z 1 2 4 2 3 x 2 2 4 Z. 3 2 T uew l3Bll5' z 2 1 3 2 2 3 x 2 2 2 1 4 x a 2 a z 4 23 x 3 2 4 2 i 2 3' 2 4 2 3 2 3 .2 { 1 3 2 3 2 4 2 3 2 3 2 10-0Itb'tlon T!-011" S 2 1 z 2 R J 2 2 2 2 x] 2 2 2 Z 2 3 9 2 3 2 3 4 J 3 2 2 z 1 3 3 2 2 2 4] i T 2 2 3 3 3 2 2 2 93• aRN1viEw"w) Z 2 2 2 2 2 2 2 R S 2 2 3 3 1 2 2 1] 3 2 2 2 2� 3 3 2 3 2 2 3 5, 2 2 2 2 3] 2 2 2 2 3 3 2 2 a 2 ow Ev,ne 2 2 a 2 2 2 2 3 2 2 2 3 2 4 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2! 2 4 2] 2] 2 4 2] 1] 2 1 2 3 z J vgY1J1R' ] 2 2 x R Y] 1 R. 2 3 Z 1 T] R 2 3 1 2] 2] 2 9 2! 2 3 2 1 2 5 T 9 2 a 2 3 13 3 4 3] 23 2 MY 24IW1 T 2 2 2 2 2] 3 2 2 2 T] 2 2 2 2 2 4 3 3 2 2 2 4] J 2 2 Z 4 3 3 2 2 a 43 3 2 2 2 4]] 2 2 T 19• b9H6 (E9,wI1M) 2 T 2 2 2 2 2 R 2 2 a 2] 3 2 2 2 1 3 3 2 2 2 2 3 3 1 2 2 1 3 3 2 3 2 x a 3 3 2 2 22 3 2 2 2 2 m 2gdRC ]] 2 2 2 2 2] 2 2 2 2 2 1 3 J 2 2 2 4 3 3 2 3 3 4 _I .1 1] 3 4 2 3 2 3 2 1 2 3 1! 2 1 2] 3 3 up•(2DINS i 2 2 2 1 2 4 3 3 2 2 2♦ 3] 2 3 2 4 2 a 2 3 2 5 2 3 S 3 2 5 2] 2 3 S 5 1] 2 3 T 5 2 J 2 3 3 RV13116'CN253N5" 2 2 2 2 2 2] 2 2 2 2 2] 9 3 3 2 2 4 3] 2 2 2 4]] 3 2 2 4 3 3 2 2 2 43 3 2 2 2 43 3 2 2 2 5B&B• 25Y5'(EgWI LbI 2 2 S 2 R 2 1 R a 2 2 R 3 3 2 2 2 1 33 3 3 2 R] J R 2 R 23 9 2 2 2 Z]] T 2 2 3 33 2 2 1 2 vm'6SC 3] 3 3 2 3 2 1 2 3 2 3 2 4 3 3 T 3 T 1 Z 3 2] 3 1 13 2 J 1 3 2. 3 3 3 3 6 R] R 3 S 3 3 3 2 3 We131.1L16' ]!]]] 3 4 9 3]] 3 4 3 a! 3 J 42 3]] 3! 3333 3 b J 3 9 3]!]] 3 a 3 53 3 3]] aHAl6•Wu 30.U1"' x z: 2 2 z 3 z: z z 2 3 3 2 T a 2 4 3 a a 2 3 43 a x 3 x+ 3 a a 3 2 1 3 3 z T i 4 33 z: 2 ¢t• SlyBl1C IE9wINal 2 3 3 2 Z R! J 1 3 2 2 3] 2 2 2 E 3 9 2 2 2 1 4 4 3]] 3 1 9 9 3 3 2 9] 3 2 2 2]] 2 3 2 R oW 3B3l1fi' 2 J 2 2 S S 2] 3 2 2 2 2 4 2 J 2] 3 4 2 3 Z J 34 2 3 2 3 3 4 2 J 2 i 3 4 T 3 2]] 4 2! z] ygy]SyP 1 23 2 3 2 4 2] 2] 2 4 S 3 2 3 3 4 2 J 3 3 3 5 2 3 2] 2 6 2 J 2] 2 5 2 3 2] 2 5 2] 2] 2 25"]N'lluu3l-0ITy 2 1 2 2 1 2 3 2 2 2 3 2 3 2 2 1 2 E{ 3 3 2 2 2 4] 1 2 2 2 4 3 3 2 3 2 43 3 2 2 2 9]] 2 3 Z b3' )JNWJF E9 Alil•1 2 2 2 2 3 2 2 2 2 2 2 1 2 1 a 2 2 2 2 3 3 2 S 2 2 4 1 1 2 1 2j 2 2 1 4. 3] 1 3] 3 2 2 1 3]] 2 2 2 T arel]15RIJ 33 1 2 2 2 —Z —3 T 2 2 2 2 4 2 2 2 2 3 4 2 3 2 2 J 4 23 23 3{ 3] 2 3] 1 2 3 Z] 3 4 2] 2 2 utlw2 4' ] Z J 2 3 2 3 1] 23 T 4 3 J 3 3 2 4 T] T] 2 4 R 3 T 3 2 0 Z J 3 J 3 3 3! 23 2 5 2 3 2] T 25]l9'IMI361?• 3 3] 2 3 R 3 2] 2 J 2 -] 2 3 2] 2] 1] 2 3 2 4 3 3 2 3 2 4 3 J R] 2 4 3] T a 2 4 3 3 2 3 z 23' ]6BR61E9WI11N) 2 2 2 2 2 2 S 2 2 3 2 R]] 2 3 2 3] 9 2 2 2 2 3] S 2 1 2 a 3 3 3 2 3♦ 4 33 2 2 4♦]] 3 2 w 366116' x 1 x x 2 2 2 x 2 2 2 S 2] 2 3 3 2 9 3 2 2 2 3 3 3 R 2 3 2] 4 3] R 2] 4 2 3 2 23 4 1 3 2 2 uNP31-N4- 3 2 J 23 2 a 2 3 2 J 2 3 3 J 2 3 1] 2] 2] 2 4 S] T a 2 1 3] 3] R 1 23 3] Z 5] 3 3] Z TB' 3hLa'Nry 3C' a a a z 3 2 a 1 J 2 3 a 3 T a 2 3 z a 2 3 2 3 2 3 2] 2 3 2 1 3 3 z 3 2 4 3 J 2 3 2 4 3 3 2 3 2 30-011S IE9'Nt WI 2 1 x 3 2 1 2 3 1 R R R] 3 a 'Tplo-gp dimbnsbna br5anga MINv,Ns ¢Iw,m. Fahuck dmwl¢bna, suM I•. 'Ocn 1bazhhdg14. Fa Uear drylight Mght, BUM .L"I" 4'FROM 361w reRgo lwiuCu3 NB sWnEald Plo-View(3over-2 wnIgutatian) brow 91. WlluWn Hdght. SEMI / E B'MAx� •MR' lelars tO'Meang W. Forhwmg¢abh W1NR, ¢vOh¢[2-tYIC S,m, Ne bucR dimcn¢lan y FORALL FLANGED WINDOW HEIGHT -SASH HEIGHT CAN NOT EXCEED 53'. WINDOWS WITH ACURWD 1) USE THIS TABLE FORALL FLANGED WINDOWS PERTHEEtEVATION HEADER,AN ON SHEET]. DIMENSIONS SHOWN METP-TO-TIP. ADDOIONAL ANCMORIS 2) FOR FIN RUMED WINDOWS, SEE NA PATTERN ON SHEET I. - REOUIREDAT _ THECENTEROF 3) FOR SIZES NOT SHOWN, ROUND OP TO THE NE AVAILIBLE MOTH THE HEADER. OH HEIC-HTDVAENSION SHOWM ON IHG TP1fLl. 41 REFER TO TABLE 5, SHEET 4 FORANCHOR GROUP OESCRIPTONS. PRODUCT REVISED PlyinHh tho Flbrlda Building W g Gaaw No".. 17.0030.0E EgR-"bn oats ODMI12021 UPDATED TABLI., � X T N � O Q VISHEIGHT HT SASH ONp Ytl!!1 •I°] HEIGHT I HEIGHT �.wo SASH HEIGHT 1 Z m i thyy] -1WIT I J Z ~ N V Z I U FIGURE N a SHI CROSS SECTION JuTH MONOL@tIO CUSS) wu Est 0 0 UP yy y\\Illllllltt :*n 90' CORNER FRAME ASSEMBLY r WEEP NrncE EAcx ENO ANGLED/CURVED FRAME ASSEMBLY MOExEnfl W 61 W FPAME —v V I WAT WBO S scReN 6DssESEs ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS IXMNEALFIG OR TEMPERED GLASS 3116'MNEALEOCR TEMPERED GLASS r 40 316' NOM. W � 41 316• NOM. Bt I GLASS BITE GLA$$BITE .III 1/8' GLAZING DETAIL GLASSTYPESAAB Om. 0116' GLAZING DETAIL GIASSTYPE5C6D HO STRUCTURAL SSJCONE 9D'CORNER FRAME ASSEMBLY rwEFr NOTCH Q EACH EHO ANGLED/CURVED FRAME ASSEMBLY FlNUE6vdlM WELDS AT SCREW Gasses AT ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOT ?NOM GLASS STACK 114•AIRSPACE 1l4'ANNEALEO OR ,J IIB'ANNE&EDOR TEMPEREOG s ' 1/S'ANNEALEOOR LIPANNEALEGCR TEMPEREOGLrSS TENDERED GLASS I 42 43 TEMPERED GLASS I W 1-8 G(A. ens Gu655D RE I� GLA5981TE 1/4" GLAZING DETAIL OLP59 TYPED E 8 F 6GrYL ).[ NOM. 112' I.G. GLAZING DETAIL GIA55 TYPES G 61 PRODUCT REVISED m.6omBPIii= with . Florid. NDA4i.. 17.0630.02 E1lo6dd Ba1.0910112021 N❑ .+x U ua1 MEETING RAIL n Egg 0o 1Q'NOa 6 C _ GLASS STACK 0;; �N N 311TAIRSPACE ZLLs O W ❑ u.w0 11B•ANNEPI.ED OR TEMPERED CdASS �Uda OI J_ Q Z Vm lo-�P O , ❑ Q m Je g U° � N o r 3235 ®g+ Z m o ez o w3 z S 112" I.G. GLAZING DETAIL 5 N = Iv GLASSTYPESH6J Q oIIJ -vnD'. AREA Gm. ,�`11N� LYNNI SEAL J��{�`�.••...•.• ,k No. 58705 ,k U� �INT.GLASS w �INI.ULA55 (�/ �mLVI/65 �/ �-INr.ouss 'A�S/ONAIE�,``� O KODISPACE 4SG TPS » SUPER SPACERS NXF`D ODURASEAL®SPACER Q XL EDGEi°SPACER gLyrle u�LLvaP.E varearw Hem # owe. PUT # PGTPart# Description 1 2703E 82703EW Flange Frame Heed- -2 2751B 627518W Flange Frame S61 9 2781 62781 W Flerga Frame Jamb/Cured Heatler 4 Z713 02713DW Integral Fin Frame Heatl 5 Z714E 82714EW Integral Fin Frame Sill 6 2782 627112W Integmi Fin Frame JamblCumd Header 7 Z706 027000W Sash Bottom Rail B 2707 02707CVV Sash Top Rail 9 273g 82739W Fixed Meeling Rail 10 2709 02709CVV Sash Side Rail It 2740B 742740AW Sash Bottom Lack 12 2755 02785W Sash Stop 13 134 66615 Addon Flange 20 1228 612260W Vinyl Bulb, Flex PVC 70 21 1662C 71662CW Head/5111 Gaak4e Polyethelyne 22 1270 7PAD7,8 Open Cell Foam Pad 23 2772 72772SHK Filed Meeting Rail Plug Gasket, Rigid PVC 2A 40B8 04066G Wstp.,187 X.230 Fin Seal 25 2784 72784W Sash Side Rail GWRE14 POlyetnetmB 26 1078 7121UM Balance Take-0ut COP 27 Vaaes per size Balance 25 2711 4280GW Sash Cam, Nylon 29 1096 71096W Sweep Latch, Zloe 30 1016 7658W W #8 X.625 Ph. FI. SMS Latch Strewn 31 1287 71267N SatINB Black 1/8' x 1/Z' x l', EP.DM 32 Sao Sheet 7 wr Materials Kammeding 45G TPS Spacer System 33 Quunex Super Spacer nXr with Not Melt Butyl 34 35 Quanex Dumseal Cardinal )L Edge Spacer 3e Sesh Bottom Lack Spring 37 Screen Cloth, Fiberglass 38 Dow Coming 699 SOicane Glazing Sealant 40 1625 61625B Glass Bead (118' Glass) 41 2719 62719E Glass Bead (3/16'Giese) 42 1263 61Z638 IGlass Bead (1/4' Glass) 43 1253 BVT48B Glass Bead (I.G.) 50 781PQA #8 XV QUAD Pn SMS 51 781PsTX #8 X 1' Sq. Pn Twin Fast SMS -4105.S. 52 11M 7BILHPQA # 15 x 1 LH TWlnfast Screw Zinc 53 1165 761LHPQX #5-15 x 1 LH TWlnfast Screw Zno (9.SJ 54 7exipFrFUA #8 X V Ph FI u/cut SMS 55 78X1 FPAX #8 X 1' Ph FI - Stainless Steel 60 1/8' Annealed or Tempered Glass 67 3/16- Annealed or Tempered Glass 62 1/4' Annealed or Tempered Glass 03 VV=1/4•Air- 1/5• An. or Temp. LO. 64 3/16'-3/16- Air- 1/8' Am or Temp. I.G. Imo— I.WY' WP MT .06Y — .(Q. 1 OFLANGE FRAME HEAD W61T6 ALUM19M .05P 2.055 �t 3i5• 1 osa• t-2456• OIN,EORALFIN F,wAE SILL WabT6AWMINUM 2AW' as, rS35' J .052' 1.125' ].5aa• .o5P war 1 OSP �-I sawT 0g[H .05P 0.1 I F.-- nose• .aso• RANGE Fn0.ME aRL O W61T6 PLVMINUM EJRMeOCMVaHEAD01M 3Ts ALUFIMJNUM Kw76ALUMMM @HEPD O6d' 2A9P 1 050• .916' .012' '00tr� lN1EGR FlNFPAMEJA `/ CURVED HEADER M0 TGALUMIMM i--il—�.ruFsz 1.tl0!' ib9E' .cez• 1228' ,.Stl2• LA6[• I W2' .ex6~�.a9r ,BUD- 1--- —•i ,-a,o•� OV0 TaA 111UML O�T6ALUMWM O60G3.TBAUUUTOPML 1N ML ohs 7 —.{ Ws PRODUCT REVISED .WO' 1.1Br' I W8• .926' I"L1W'' .050' 0miame iii I III plyoT' with the FIerida Le14' NDA-N0.0 'IT-D63D.D2 T eap, auan oa,a 0901/20 +1 .92E .O6Y 1.15]' .05P 10 606}n ALUMNV10 11 60]-TeA!JMINUMK 12 60-16ALUMINUM 13 ADOON RANGE Mla Doer' 60e&Te AWMINUM tteN•(LYNNr�zlx/ � ReNYare Nh.55705 =�•.dp -, j��;mRONS: OWSKI UBOM & PART DETAILS Kp 5ATE0 �/ (e9p 4eG1eoo n6.: wm: .......... G\=� SH WINDOW INSTALLATION 05/11/11 . `SOAI wwvrn sm.M.am swm sn.x: oA.xs x> a.r. A C4IMN�EFI,V.E cER7 of AURI #zsxse SH-200 NTS 8 OF 8 IVI H2O0-0t D