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rn SCANNED f BY MIAMMADE St. Lucie Collnt% MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strect, Room 208 BOARD AND CODE ADMINISTRATION DIVISION - T(786) 315-2590 P (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/ecanomv EGS International, LLC 3133 S.W. 25"Pa Street FILE COPY Pembroke Park, FL 33009 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 -bade 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 theapplicable 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. Atlantic Series Aluminum Sliding Glass Door — S.M.I. APPROVAL DOCUMENT: Drawing No. W04-80 Rev L titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on DEC 07, 2017, 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. Small Missile Impact Resistant Limitations: I. See Design Pressure (DP) ratings with glass types & Reinforcing in sheet 2. See DP ratings of anchor types in sheet 3. Lower Design Pressure Ratings shall apply to entire system. Positive (Exterior) DP shall be limited to sill height per sheet 2. 2. The total tested Rome area must not exceed 180 sq. ft. per FBC requirements. 3. All SGD doors containing operable panel (X) require channel reinforcement (item #31) at Bottom Rails. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement u'�tiami-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 ofNOA. 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 Budding Official. - This NOA revises NOA #14-0807.18 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. -. APPROYID , r NOA No.17-1218.21 Expiration Date: December 24, 2019 Approval Date. February IS, 2018 Page I EGS International, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOA# 12-0131,14, 09-0520.07) 2. Drawing No. W04-80 Rev H, titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8,prepared by AL-Farooq Corporation, dated 09,110/04 and Iast revised on 12/18/14, signed and sealed by Javad Abmad, P.E. B. TESTS (submitted under files# 12-0131.15/#09-0520.08) 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Smal Missile Impact Test per FBC, TAS 201-94 4) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5728, dated 10/10/08, signed and sealed by Carlos Rionda, P.E. (Submitted under NOA# 09-0510.07) 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 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4183, dated 05/18/04, signed and sealed by Edmundo Largespada, P. E. along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2652, dated 05115100, signed and sealed by Aldo P. Gonzales, P.E. 3. Additional referenced report FTL 1622, per SFBC, PA 201, 202 &203-94, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Late Gilbert Diamond, P.E., along with addendum letter dated 05101198, issued by Fenestration Testing lab. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, 51" Edition, prepared by Al Farooq Corporation, dated 07/23/14 and revised on DEC 03, 2014, signed and sealed by Javad Abroad, P.E. 2. Glazing complies with ASTM E1300-02 & -04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.08 issued Eastman Chemical Company (MA) former Solutia Inc. for "Saflex CP T"r - Saflex and Saflex HP Composite Glass Interlayer w/ PET Core", expiring on December 11, 2018. -mil haq L Chanda, P.E. Product Control Examiner NOA No.17-1218.21 Expiration Date: December24, 2019 Approval Date: February15, 2018 E-1 EGS lnternationaL LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014, 50 Edition and letter of no financial interest, prepared by Al Farooq Corporation, dated 07/04/14, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance as part of the above referenced test report. G. OTHERS 1. This NOA revises & renews NOA #12-0131.15 expiring on December 30, 2014. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W04-80 Rev I, titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on DEC 07, 2017, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes of FBC 17 (61 Edition) code compliance. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERL4,L CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.16 issued Eastman Chemical Company (MA) former SoIutia Inc. for "Saflex HP Clear and color Glass", expiring on April 04, 2018. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6'6 Edition), dated 11/14/17, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. H OTHER 1. This NOA revises # 14-0807.18, expiring 12/24/19. tsl, I114V-N^ Ishaq L Cbanda P.F. 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FL JJ21893 Sealed:11/28/2017 >uwsE xEhx m swan wwr�cxmms nr�,wo w=wurrx mWEiranm of svEna ra anElMrE s �xoosxu � Law „i1°io ma casm`�ucn�`�"mwwcEs phpM1F 4N.WR I.L .,Y® fM5 CW BE af9EXEo F wrn m PEmm a va ox wwsrcNPu awR NFs. 1WN ,/�" WY BE EE9GIEO T EKWEEq of 4N0 BY M 15E ai 0a,0 EPFIM1Fn WE M ,Y 6 G^ /Yavm WhYpl >a� t_ tlm.lnq ,o W16-66 v9si .... FL /J21809 4�,L1AL „ ,.„q meet 4 of 6_ Sealed:11/28/2017 �l \%\, • � m ME) I M. - .1.) SCANNED BY St. Lucie County MIAMI•D E MIAMI-DADE COUNTY o 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.miamidade.eov/economy PGT 70TechnologyDr BILE COP 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 "SH-700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, 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: 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 revises NOA# 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.08 n Expiration Date: March 26, 2021 Approval Date: November 30, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through I 1 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseaf® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.06) 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, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03106, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) i- Manuel ere P.E. Product Contro Ex Hiner NOA No.-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 054018.01) 6. 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 A) Small 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, TAS 202-94 Wong with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) IN / ManfielR7O.08 P.E. (� Product Contr finer NOA No. Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014) and FBC 6th Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/09/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 6t° Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement Ietter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL4957, FTL4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648, FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0714.06) 1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc, for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and expiring on 03/26/21. nu r z, P.E. Product Co rol E aminer NOA 0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 2 CANFIGUPATIONS: b (1M. VIEW AND RADM TOP. ALL WI UGW DIMON SILL CV aN A DESIGN PRESSURES: (SEE TABLES 1-3, sXEFT 9) A NEGATNE OESION LOADS MED ON TESTED PRESSURE AND GVSS TABLES ASTM E 1JW. 9.10.039 EDESIGN LO.bS BUSED ON WATER TE9f PRE59lQiE.WDGU56 TASLESA9TMEt G DESION II]ADSM WSED W NLONABLE STRESS DE61GN,ASD. NOA DRAWING MAP I EET GENERM NOTES_.1 GULNG OETNLS...pDESIGN PRESSURE.3ELEVATCN9...._.._4VERT. SECTI NS_..HORS. SECTIONS._6PARTS UST_,__._8EMRD91ON9. TGORNERDETNL__TANCNOMOE.._..._.. 611 momd Min FF Mit, F� 91etl 9[2a @Fsl 1]t k41 EMOLM�i® H069 OI#aFI�® 14W 1 1I FN 19¢TVM 9AYlSAprtivn leml I9MI A3B 61m1 39W 9 6B bI Gr. 339to15uM 33 kv1 491a1 I ANCHIXIABE: THE 331(J9MESS INCREASE X NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE 9HEET9 B TMLpJGH I I FOR ANCHORAGE DETNLS. 5.9MR1£R9 PAENOT F£ONREO. 1AVOVCT x, y1� a miYyRl 0FM S. FWJAE AND PANEL CONNERS SEA OWNH NAPRGW JOINT SFAWIF OR GA51.1=T. Tr roI I` T.REFERENCES: TEST REPORTS M4W. FN.AWB. F 7.MR .F4 60. FTL 1. FR4733. FR40.57. M4MAND PT460G. ANSVW&PANDSFCAWOODCCNSTRUCTION N ew W ALUAVNUM DESIGN WJ1t1At I�i 69EWE6IMWF1DE61GNATION SM .AL90 RETER ED TO IUS M 1. ` j.0. ""•' 9. H45 BEENDf61GNEO flTE61E0 TO CIX.PLYWIIHTHE RFpUIREMENf9 CG THE FLCRIDABNL01N0000E, INCLUDINOTXE MGN VFLOCDT wMm HURWGANE ZRJE(1NIQy HURRJCIXE t¢FGRINSULPTED fiLtSS DSTALATI0N9 LYTXENVRODOVE 90 Ff.@ILYGI/a11G pPT101R W1N11F.I.PEfIFD CAP61Gl1AREPLLOWED. ,$:�� ttct.muinmm� Iw NOM G 137E 00,81 ar82 wlY . G SBIM 7116' LAMINATED GLASS lwm GLASB BITE PSRo OeaulPBon NBbrbt )1 KMIm¢t1i1p 0.5G lYG 5pxd 5y9M1 .R Ouuh�13uparSW<B(N(TWb Nd N<E Butyl S<x b'a SBxlb Y! W0n<i Whs<alSNeef tyhtlah 14 1C4i WAEM.Sggl (�IE%MMM INMRIMp rr (ALL SECiI ) MT1ft Y. PYH IMEfRAER SIIFLFX PVB IN(EW mRBY EAS1 C EMIMCOMGPNY NMP STr<EtK1 SE GVSS BreENGrxEraDctass NOTE ,Ml IGoUr¢OAFB LIIES MATBE UPGFPOEOTOYW W NDCWVJGEIN oE51GN P...S E 13/16' LAMI IG GLASS W15116' LAW 86,87.68 or 92 13f16- LAW IG GLASS W17116' LAML 6S,S0 or 91 euNww �sluwea xvr«ELrmmL "EwaBr.LeENr vuTlso. LESILVHTELLLABEs a3Bu. Bu Buertee 31PNCAl >tix6am:rl<Ln �� 1lc Mlt 6 TPtl Y16N91 MC� PMLLdIrD SNLM:ESFN ai'xmpry6N�4WM1B6 BVIYLS �� � lit 3166AM ' UELLGWf �3 rMII S1NKE895rEEi E [ e i.t59 / FJR. W/85 / EM.GISS Mi 9yg IXT.CWS © vKISUObi / • Nr. 54 M.GU6S ��`-IM.6V53 ((({ Brt.mss F�`�t�• .ICExyt.. KODISPACE r, SUPER ODURASEAL® CXLEDGE- _=f! NB.smos 04SG TPS SPACERONXT1tl SPACER SPACER _ c o. IM FLANGE OR INTEGRAL FIN WINDOWS W/NIGH SILLOPTION BASED ON FLANGED WINDOW TIP-TO-TP FRAME DIMENSIONS - WIMWW XMGM WIOIN GLASS ME +i.0•a_ p 6E• Ei w ]T ]0 TABLE 1. IV qB,M� +•W0l'�.0C +60.0 ..O +80.0 20.0 +800 d0o +a0.0 b00 H00 $.0 ED- 0.B.M to -0v:D +fio.v .Eov .w.D mo .eD.O ao.o .ev.o ao.o .eo.o avo +]9.o as.o 6T A AI .mo �.0 .w.o m0 +000 2..0 .900 100 v06 -MS N)] -n.4 +]Sa -95.P Gt/6- I A.%M .WO -0B.B .M.O aJ0 N9.6 -]9.S +]SS -0B] .7G9 -76B N6.. -75+ .. 94.0 UPMOIMJ 4D.E.RGH.1.4KL +WO -Do +80.0 A0 a80.0 91.0 H.0 .0 1 800 1 40.0 +WD 40.0 .5Co -000 STANDARD MEWS RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SELL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS wlxOw3 XBCM wIOTH GLASS TYPE 38Y w 60EIS- O' )T )1- )6- y- qs,u .W9 aoo .B9.o 200 +900 a0.0 .60,0 ao0 +TaO -m.0 +)0.9 ago +'ro.o SD, ."D -000 V00 d00 N0.0 a0.0 wqEm +w. a0.0 +90.0 S0.0 +00.0 A0.0 +)G9 -T9.9 +T00 -)60 +EflB EG9 +fl16 BI6 01N' qB,M +93.0 -000 •M.0 -WO +PD.O -00.0 +]60 -]5.0 +68.0 L9.0 +<9.) d9.i +856 65.6 WMO C.O,E.F,G.KIAKL +60.0 1 -900 +900 GLASS TYPES: TESTREPGMS TABLE4. B. 116-IAMI-<VB-A..WJ 1/SHC FTL N7.4 t6 C. bt6'IANI- t/S-HS..MO.t/6'HS FRIA 0. ]/16-NMI- Yt0'0..0$116A) M4645, F086 E.]fl6-WII-[Y19'A. O9J, 11Kii5) MR s F. T/1C IAM1- lrW..PA, 1tCHa1 FRJ S 11YtF IAMI IG-11F T. AN SPACE, 6.16- UW-1/6-A,090,1/TA FR4616. 4M K IWV IAM IG- t/TT AN SPACE NIT IAMI-(OCA.WDI/ S) FR4616 L 1Yt6-fAYI IG-1/T TPR SPACE 416'LVAI-(1b'HS.CA,t/B'NS FIL 66 A t116-IAMI IG-LB-T. AIR SPACE. 7/1W I.AND-MIVA,W0 Y16-A M.S. M5D *IYI- WIG -IV T. AIR SPACE.)/IT UMI- MIWA,090, 116-RE M.. d560, 69i9 L INIV AMID-t T,AIRSPACE, )116'IAMI-(Y18'H4, 050.11TH5 FR-0619, F6W A.t116-IAMI IG- I/A, AH SPACE. YtT WD -IMA, 9b, IWA FR6066 D i i. '. MEEiINO RN_f '%- I575qg1155H .1. p MINUS SAE. M, MEETING RP - x _.4H NOTES: 1. MYNBOWB VIITHINELONSILL O1TIXi MEL0.1rtE APpS .DESGNPRESSUREOF ,G3FMLG RASSHQ , WTHETABLES NEGATNECEII PRESSURESAREUNEFFECIED. 3, FOR INEGRALFW WNDOW GESIGNPRE65UREG USE TXEAEOW TM.EY DEDUCTING t-D10N THE RANGEDTI"a VP FPAME DWEWIC6. - ].AVAILABLE SAEHNFJGMTS FGRCUSTOM WIFIDON6 ME 1350'NINIMUMM3Y MAYIMUM. ' 9 {,GLASSTYPES G G.H.ANU I MAYBE USED IN SMHCNLY •p' [ G UWATIOMCNIXtOWNIRY TPBLE65a FORM0OlIX1ALDP pop iOT:, 'S} urnrtAnoNs. DESIGN PRESSURES v,rt'MAx RANGEowEm, u nr rAUL lr.vnom I95'B'NNI.FMEo D _ D� olnplLl —j _ jj -..... •• - i6'MNL 15'MAIL € I •�. 116' SEEMO O /L A IF. CJ XEIGN) TPBIE — X` DJ HE1LF. TM1BIE O f/ TiIBIE Smmo O �}( fI ED LI FIFNGED I FLANGED �.IRC HEI r- NEI HT - NEI SEE DLO i»1 1LLE X /HSEE DLO ' XE STABLE X N HEI TASTE —N , OBE L B,iPMAV vENr °Copal DETAIL B DETAIL C DETAIL VIASTANDARDSASH) RADIUS TOP STANDARD SASHI 11T B E-� 1 ]YMNL I IF. Li. IEJ N0 sEEL SEEOLO �j( TRBtE p 10 M5R. T. D % ]FIMX iwlcEo TILL 76N HEI HEI L ,. I w zv SEE DLOTASLEI X ygX SEE DLOTABLE JL SASH ��. HEIGM (1EIGW M.01n2T QEtl9p D _ f �EE= 3D. D'IOLI DETAIL D DETAIL E .W w. VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH u� - ,. NOTES: a 1.6EE&1EETSFORYFRTIGLANO HIXiIZCN)IJ.SECTDNDtTNIS � �' � '.,,.A,'� 28EE BXEET]FORCWUERDEfNLYIEIYS. t! AN. Y]W 4 SNFEISSTM3QIGH„FORANWCNANEINCOBN = //`` :*� .60.911¢lGHT5 Fg15TNmM08A91 WIN00V510ETNW©ACINiE 6'`iED WAmREE OVERTYA iORWT. ELEVATIONS m.nml® L ENG�`p ALUM. S/NGLEHUNO WINDOW IMPACT IS D [M4T) WOKYGEB]ImSIEEi. r A.IYNN MILLER PE. FN nAtl 1.L �] N)5 1 c 11 r IIN6?J G FLP.E.W OHlnS NOM: MM(1) SWEEP LATCH ATV CENTERLINE OR OPTIONAL EOnCML ,(1)4Fl EACH EDE OF SASH. 26 27 NOTE:BALANCEPPHLSUSED t HEIDE INSIDE LIA%. VEM MY OPEMNC BASED ON SASH WEIOHT 37 9,70,7t,i5,t6 FIXEo 7, 8 OR 17 NE L 0op 25 OENIN3 OUISIOE 25 MAIL DIRE DAYDTHl1GHFOPENING VN SECTION A -A 6 oursloE INTEGRAL FIN (LF.)FRAME SECTIONS msiDe 23 47 50 MA' LIEIGHr 21 NIGH 011l'SNE sla LOW SI L M X. vENr 49 — — 48 OAYUTAR HIGHSILL LOWSILL HEAD B OU151DE WENWG 88 z11 R FRMIE 28 53 I DlrrsloE I :.Dcresr<:m mmsm gg 53 £ jj GH 52 ILanslu) (HIGH SIUI 63 - SEENOWABCNE 54 64 $` �� i 67 3 30 12 OONLY fig 12 ULMTRMIFt SECTION GC _ �' � m" 'p s f= SECTION&B ALTERNATE HIGH SILL NAONB TOP _ (LOWSILLSHOWp IHFAD DETAIL -FLANGED VEHBIDN) l�T. °v�x�'10ms"rL°im� SECTIONS ' cmr.mamR� ALUM. SINGLE HUNG WINDOW, IMPACT .R bNffiX) 6 HO4Wp®]MS&E£/. ALYNN EVILLER P.E. FX �� u � HBA 5 � tf ��I0901V G FLP.EY50]W W;:Zl 47 FRAME I.F. HEAD Rwyl& B TB 48 FRAME. I.F. LOW SILL Rda130.wwTe M3NW THICHNE53 Lit 2 1 062 NOM TxipBVE55 O FRAME. I.F. JAMB RAME, I.F. HIGH SILL We. w Te WO 8a8 (WEDMS USTC HM) ux1.ol�u�HRREe Ho. m7m ANCHOR QUANTITIES FORTH FLANGEDWINDOWS TABLES ANCHORAGE NOTES: 1. ANCXORTYPE3: 1-1/4'ELCO ULTRAfAN$Cq/13 Wggplgr(g� SIIBSRRATE SCPEV51NT0 METAL R-1N'ELCO SSq CREIE-flIX MEG) 34.603 ADM 456001 52603 SSM3 a 76.000 N1DD11DRT1PE: p NOC10'ONO U UR p U_ U ONO^�`O p U V p V U p U O^ U_ p NU U UO U `O ,4- ra-a U - V `O p U NO U `O J-Ft25CREW$ WPDOW GIAi3 Ds U 8 U S U NO^O`ONO U U U S R U NONO NOp R. PNCMOR LOG4PDNSARE BASED gIINE woTN TYPE U g g g g FGLLOMNGOIMENSIOS. 1 1 1 1 1 11322.2 1 111i1C.D.EF.Q - _M i 1:t 112 J. t 1 1i2 1.2 2I2 2i2 2'2 2�2 2'2 212. 212 212 2'2 ____._.HIAKL21 22 212 2:2 2.2 Z 3 Tit 3(319.12$ VNIAI. BE NTG.WJL 1 11 1 11 11 1 1 1 1 i 1 1- 1 1 1 AB.M -r 1121!1 _ t;1112t __ 11.231122.22?22!221222 _._.. -... Tit -„.__.-._.._____.,_._- Z'22�2212222i222222I322313C,DE,F,G, 1 1 1 1 1, 1-,,1 t 1 1 1 1 RU.KL 1'2L11,21I21'21221R27222222'2212122,2 ,.1.,,11tl1f.._1OVPM24.000 b3T2222%222t33%21233 NOTE2 1 1 11111,4.TABLENiMANDXEIGHIDIMMIONAREFOR A&M .1111 __.. t1I21 2 _ 112 1 2Q .._.Y-..--... II2 b2 2122i22i222 2 2 2!2 2j3 2 2 2 2 ........12 26 212 213 3:3 2 2 3I3 F4NGED.NDOWS. INTEGM FINDIMENSION3 ARE+'LESS. C,D,E,F.G. 1 1 1 t 1 1t t t 1 1 1 t t 2 1 1 2 1 1 2 1 1 tit 1 2 2r2 213 1 2 2123 __..__, 112 213 213 _ 2 22132:3 212 2;3 3:3 _ 2T2 313 37 3I2 3,3 314 3I3 414 6.50E ��H{AKL BLOGfS OFTXEMNADJACENT TABLExtTHA t t i 11t 1t1t_i.,. ABM +2f2 2 2 213 ._2_ 1j2 2 23 td 2i3 23 .._ 2 2 _' &3 _� 2J ... 22 213 31] 2f2 313 34 112 3.3 31 3i3 .- 4!4C,D,EF.G BDIll HPLG2EDVALDEASOYETXEM.INDIGI£A OFANCXORE SX.___ 1 1 11 1 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 T:2 1I2 3 2 2 3 .._..__ 1r3 2 ]3 2 2 ..;_ 2'3 2 3 2i2 2;3 2'r3 2T3 2'3 3T< 2I3 3(9 3 4 ....__4IAMMM 3;3 3;I 3 5 3i3 41q DESIGN PRESSURE FOR THE RESPECTIVE SD'EMDGVS6TTPEISAVl11lASLE.AB,M ��K{AKL B. SEENOTENSHEETHFORMETALSUB.4TTUTE 1 11 ..... t .,.. 1 1 2 13 .. 2 1 2 2 1 .. 2 _... 2 _12 _._...212 2 1 2 _. 112 2�2 2�3 112 2 33 Z2 2I3 2 3 R';2 2i32,3 213 23 3;4 2 3 3 3 3i4 33 3'd 3,6 3:3 4i4PSF M C,O,EF.G, 3 3 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 _2; 2 2 2 2 2H4JKL 23422I221J 2;22332i22`32'3T!3332!43'33i33U 2;J JI4353'33.d d53j34Id T 2 2 3 2 2 2 2 2 2 3 2 2 2 2 2 2 2, 2 2 2 2 2 AB,M 221'22:Y 23 212 2133 2i22:3232'32�32W2.33!] 3'423343-53.3 J44153344TABLE KEY: MAX PSF PS n 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2.,3. (DPLPdTEOI flB44000 {t1UAL 2222222132I2233223;. 32423333 i423 ioMAI2334353!334d�63�q 45 HEAD 2 ME!ABOVE 2 3 ASS 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 212 212 213 2;2232I3223:32423 J133ll42333314233d 3r5333 445314 Ali WIG. RA JAMS BELOW a y'�`t,m.ro�m.writi PS 12 T2 g6.000 MMRAL - times ?OTA C,D,E,F.G H{J,KL 2 212222323 2 2 2 2 T12233d233334333j43'd 2 2 2 2 2 2 2 2 2 233q 2 2 ]16J334353.345d 2 2 3 2 __. 2 3 8345�5 2 2 (FLU.OP) x 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 qeM 1]21]22332'223 ._. JId2J9.33423343'q .- _. 213J4 ... 316 33 31/ 315 _ 3.346I8345�5 A^bB PBO�E P�9 P3F n to 7o MfG RPR a1"s GO KLJJgL 2 2232]223222I33:4 2 2 2 2 2 2 2 V33'43.42;33"43.d3334 2 2 2 2 3 2 2 3 S53'34id 2 2 3 d'83:4d 2 3 54.63iq 3 2 3 5.6 JANH BELOW 1EN, = l == 9]25 ,p/qL SEE TABIEtFgi '#! N um ' 2 2 2 3 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 ARM 2 2 2� 2 3 2 2] 2' 2 2I 3 3' 4 2 J] 4 3 tr i 3 3. 4 3 V] i 3 3I4 3! 6 3' 3 4 4 4� 5 313 A 5 4. 8 3! d q (5 FALL OP �Pn1aaM[4 MICHORAGESPAC/NG I/1WINDCKS -0 . sire ' = w1.¢nFrn %SICb, '.!lORIDI..'6�� S'ONnI. BN .a`aa Aidkt F`F. fLP.E059105 � ALUM. SINGLE HUNG WINDOW, IMPACT' .R mvn2 o NDGNWGEJTIFIq .. SNM NT$ B / 1I gG4G2G G FJC F2101 L :G491 ANCHOR QUANTRIES FORSTANDARD VIEWAND MOMS TOP FLANGED WINDOWS TABLE& ANCHORAGE NOTES' t, ANCHORWI' 3: t- Na• ELCO ULTMLCN9 ONM2 WIDOW HEIGHT ,T4.fi55 SMEWSIMOwM SUBSTMTE' M'CM TYPE. WPI)OW WD1H (anRS TYPE 2-IWELCOSS4CAETE-FLEX S 1112BCP£W' 2PNCNORLOCPTONS PREfl45EDONTHE FOLLOMNODIMENSSION3: HFAo-191KMAY.FROM TOPCONIEa9 JAYBS-ITIKMM,FROM TOP CORNERS 16•MAX FFOMBDFTON OORM14AS 29.fi55 37.155 "M SLIM 59,555 5T.10 Tfi.D00 O omi:Dw�.-p�N 3 U .0 U U U nQ��„ U o V D V n��p U U U o NO S U n�.. U V a U o NOn 'f V 0� U U p„ U O D n��p^ U U U V o rv0 U V �p U V rp"'2 5 V o V V --�O V L,D.E,F,O, RU,K,L 1 Y1 1 1T1 1 1 1 1 2i2 1 2'1 1 2i2 1 2@ 1 I-1 1 2 2 1 2!2 1 2�2 1 Y2 1 2'2 1 2,2 1 _,_ 212 _1 2l2 1 2i2 I__ 212 1 ._ 3!2 I ...� 2,2 1 — 3'2 _ 1 32 _ 1 2�2 1 3i2 1L125 6MA%BELON lrtG. FALL SILL-.WCNOa9 NOT REOOW[O ].INSMI-PERTHEAOJNCFMTPBIEANCHOR DU MGS USING THE MMENSIONN.CROENADF MDIMANDKEIGMDINENSIQNAUEFO1 FIIWGED'MNMM. IMEGRALFINDIMENSICNS1 ARE I• LLu. S.OEWGNPRS.PWUMRATON3: 512E BLOCI(S OF TfEAP1ACEM TABLEWITXA BODIFAUVMDVW$EABWETHEMINDICAMA MA%IMIR.I DESIGN FRESSURE WITHIHE OUAMRT MW0MU IX SIGN PR SSUNE OR THE EE,IXE SQ 1AIID OG4ASS TTPE SAVAMBIE. ERESF£GTNE gSEENWE4,SMESTlIF0RMETM.SLJMTMTE REOUSUW MS. TABLE KEY. NNLPSF D 111 HEAD 3 JANBABOVE3J WGLRAIL ;xowc�. uaPlsl` .W.B BELOW MTG. RAIL AB.Y _�_. TH .1 t111Y1 1 t _ 2!22i1222�22 1 1 1 1 i 12'2222,22!-22!222 1 1 1 7.. 1 1 1 2.2222I2223122�2323�22123�2 i_ 1 1 f 1 •'� 1 ... 1 •- 1 - 1 26000 PSI 20 SREPS RIAKI t_ 1 1 1 1 1 1 1i1 1 2!2 _i 11,1 1 t�2 a212 1 2 2 1 2i2 1_ 2:2 1 ] 2 1 312 1 2T3 1 T233 I 1 223%312 1 1 1 2 2 5121NOTE2 1 .y-� 1 1 1_1__I11 11 2, 2L1 T2 T' 2 22'2i 212 2 2 3' 2 1 --' ]' 2 1 2 2 111_1 312 3i 2 212 2 2 3. 2 1_ J� 2 _1 2: 2 1_LThB I 3, 2 ffi.WO PSF ae n C VEPa HLJ.K,L 1 111't 1 -_--�-- 1 112�22f22:22132122:2 1 1 1 1 1 1 2 33 1 212 1 313 2 313 1 --_- 3'23i33.3223i3133:24343324.J 1 1 1 1 1 1 -'--- 1 1 --- 1 1 A,B,N 1 1 1 _1 111 1 1 1 1 2:2 1 2i2 1 2;2 1 2TJ 1 2d 1 Y2 3 3!3 1 22 1 313 2 313 1 312 1 33 1.1 Ti3 212 1 513 1 4.] 1 3�2 1 4�3 1 4.3 1 3 2 1 O3 3"GGS PSF 50 U TI C,0.EF.G HU,K.L t 1 1 1 11'1 1 1 1 2 3 2 1 2%2 1 2:2 2 213 1 2I2 2 2i3 2 3.3 1 .._.._.. T] 2 313 2 _. 313 1 -, 3'3 _ 3 4'3 2 _______ 313 1 3''�2 2 3I3 2 413 1 312 12 4'A 44 1 3 2 2 4.3 A.B.Y t 1 1 l tit 1 t 1 3 2 2 1 _.-.. 212 1 _ 2'2 2 _ .._�_.� 2i3 1 212 2 213 2 ._ 313 1 2i2 2 ......._ 3 ] 3 JI1 1 3�3 2 _. 4!3 3 .._ 3:3 1 .. 3%2 2 _ 3i3 2 _.r 413 1 .._ 312 2 _._ 4.3 3 ._ /4 1 313 2 4'3 10.900 M 51 79 52 TT LRE.F,G, HU.KL 2 1 1 2 t 1 2 1 1 2 2 2 2 2!2 2 2 2 2 2r3 2 212 2 313 2 3!3 2 2!2 2 3% 3 4r3 2 3 3 2 ♦'9 2 313 2 3.3 2 4'3 2 Viji% 2 2 4 3 2 441 2 5 3 2 5:3 Ae,x 2 t 1I T I11222'.22T2.32'23i3332'23134i33'3433'33'3134'43"343445'351.9 2] 2 2 _..._..._...__. 2 2 2 2 _,- 2 2 ._... 2 _L..__ 2 2 __ 2 _. 2 2 2 _ _..v_ 2 2 _._. 2 . 474 2 .. _ 2 M.M PS w 7a 65 TT TI LD,EF,O, RU.KL 2 11 3 I111222.2223702r235V,Ili133I344313434'43.343 3 3 2 2 2 2 2 3 2 2 S 2 2 2 2 2 2 /;4313 2 3 U3/43i39 2 2 2 �4 AB,M 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 J1343463.3d 2 2 2 2 3443T354 2 2 2 111111 2 2 3.2223.32T23.33423]�94:433IJ4�d _i PSF 45 TI 61 TI 70 ]I A2,16, FULLO `2 !{EFD 2 Nxsu tl .IAM19 ABOVE 2F2 A4fG RAE.`aONY ...... � JN.S BELDW �. JVx ` Mf G. RA1L - SEETMLE2/�ABU FULLDP ;'O iK C IMPAnm V/CETW 'A'O^'`S'`r20 q� EILA.Y11x�AyLLER`bE. 40100J D FL P.EIEB>OS DDE,F.G. H,U,F,L 2 1 1 2 1 1 2 1 1 S 2 3 2 2T2 3 2 3] 2 5 2 2 2 2 JS 2 3 4 2 3I3 2 3'�] 3 4 4 2 3 3 2 4 4 2 d1/ 2 3 3 2 g 4// 3 2 4;35 232 4 4 4/ 3 2/�1/({PC,45.000 54 ABAf 111.111222:22233123!3343T33734/33d ] 3 2 2 3 3 1 2 2 2 2 3 2 2 4443344444!35.64.46'354 2 2 2 3 2 2 3 T 2 53.125 PSF M 5l 4e 5T 25 78 GD,EF,G, H,U,KL. 2 1 1 2 1 1 2 1 1 S 3 T2 2 2' 2 3 2 2 ] 2 3 3 3' 3 3 3! 3 9 4 4 2 ] 3 3 4 4 3 2 4 4 3 3 3 6.4 3 6 4 2 3 3 3 4 4 3 fi 5 2 4' 3 3 5 4 3 515 2L 413 2 2 2 2 2 3 223I]D933I]4.4 i 3 3 3 2 3 ]'3 /!444 01.0w°w.Nul as 3 2 J3l/ e 3 3 443!3 2 T (491495:/5'I 3 2 3 3 2 4:3 STANDARD ,A�NCHORAGESPACING ALUM. SINGLE HUNG WINDOW, a axon D rooLucealHBaresr. vcm M3 I TF FX 1lA(C J.4 L1WT ANCHOR QUANTITIES ABOVE MEETMO MML HEAD8JA3ID8 CUSTOM FLANGEDWNDOWHEIGHTMNUSSASHXEIGNT TABLET WIDOW NEGHTNMIS SASN IEIGIR FROMTPBl 6. SUBSTRATE: 1].125 II.BSB Za.211 1 93.7N I 3B36B . MW11 I 50.]a2 3302a N3q TTE: o u o a U o 0 0 D z a u u D o o D D a O o WPa]OW GL0.5$HDo p �E4 O �L4MS op Z,pZnpOpN2�2npOp 2 pg2�p2 p0 npOpH2-OZA N3 OU -O2 n8S p�2 WD H PE S U 1g�5 V tDiHg V�UN3 U L4 o S"S pOpNp2 UN5�0 V D.E.FJ. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 lalm K.L1 11 2 2 2 -3 ],T 2 22 3 2 2]] 3] 23 -9 9 3 D.E.FJ 1 1 1 1 1 1 1 1 1 1 1 1 1. 1 -1 1 1 1 1 1 1 1 1 1 W= K.L .1...1 -1 2 2• Y _2 I•:1 ..2 .I 3. 5 ..2 ]•. 3.. .2 -3 3 3 9 ] 3 4 n= D.E,F.J. 1 _ 1 .. 1 .. 1 1 1 2 1 1 2 ._._ 1 1 1. 1 _ _... 1 1 1 . 1 -{ 1 1 _ 1 1 1 1 KA 1 1 1 2 2 2 3 2 3 3 33 3 2 3 A 3 1 3 A 5 3 5 PSF m 37. M o,Ep„L 1 1 1 2 t 1 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 2 K.l .1 ..1 1 2 2 2 j 3 .3 ..3. ..3 A. _ . 33 .3 a.. 3 a... ... e 5 3 1 5 P3 m m I m m 10.WB OEFJ. 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 KL 1 1 _22 1 2 2 2 3 -2 3] _2 e 3 e{ 3 e ._. A 3 5 _2 _2_ 41415 5 1 a PSF m Ta m n m m m MW] 4EF.J. 2 3 2 2 2 3 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 S 2 2 K,L 1 _2 1 1 2 ] 1 ] .3.. ] _2 0 1 A 4 3 3 .1 E 5 3- 1 5 2 Ps m m m 1 m n m e60JD D.E.F,J. 2 3 3 3 2 2 3 3 3 3 1 2 2 3 2 2 9 2 2 3 2 2 K,L 9-T-2 1 i 3 t _� -Y _ .. (..<.. a.. 6. 4 S .6 1 6 3 < ..3 9.. 5 6 PSF a] n n a TI as n aB a 53.125 D.EF.I. 2 2 2 2] 2 ] 3_ 3 9 3 2 3 3 2__3 3 2 3 RL 2 2] _1 3] A e _2 _3 5{ 5 6 5 6 6 5 T 6 5 T ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE8. SASH HEK SLBST TE. 12n6 15.ne le. m 21.n6 1 24,n8 2].ne 1 30.176 31.1m HORTm- ryY_Y.+g 8"$"3�9""88Sig 1�1� YM22��323032332423-423 ggY ggYY S B"p88"g8`8 gg gg yq gg gq YnW"88 tR+zS 1 1 + 2 1 z 2 2 2 2 3 2 2 3 2 1 2I.Mo z 1+ z 1 z 2 2 z 2332azm 2 1 22 2 2 3 3 2 e 1 2 3 A 2 3 3].WD m 2 1 2] 2 3 9 2 3 3 2 3 3 3 3 3 3 3 4 9 3 e 3 A 74 AUX 2 1 3 1 2 2 2 2 3 2 9 3 2 3 3 l 3 A 3 3 e 3< 1] 1 44,M S6 m 2 2 2 3 2 2 3 2 3 9 1313 e 3 3 1 3 A 5 3< 51314 e3 n m a600D 2 2 2 2 2 3 9 2 3 A 3 3 4 3 e A 3 4 536 5 3 e 51125 SB m m 2 2 2 2 2 2 2) 3 3 A 3 4{ 3 1 5 3< 5 3 5 5 3 5 ANCHOMGE NOTES: 1. ANCHORtt S: 1-IM'ELM MTMCONSO 012 SC SUifOMETAL 2-1WELM5SJ CRETC� EX 3-1125CR 2. ANCHOR=ATION5 AREBASMONTXE FOLLOMING m HEAD- 1. D:s: 12'MAY. FRON C...14N85-]iR'MA%.i0.0N TOPC00.NFAs Il1R'M4K ABDYETHE MFcTNG PNL b-MAK. BELONMTGRALL t5•Mn%. FROM BOTTOM CORNERS SILL-ANC1WiL9 NOT0.EOUIHED S DBTEPNINETMEMVXCOR WANTRIES iCRCU310M NESNSI CWERI TA NOT.ANDB.USINOTHE DIMFNSIIXI4 CRRERMLAHDTARUSETABLEL . ABOYE THE MEETING MIL AND TABLES FOR BELON. e. AVN 0WS SASH HEIGHT. M CUSIDM HEW YABLE W5ME 12 HE NHT DI3b' MX IOM 6. TPBLE WIOTIIAND HEIGM DIIJENSIIXI PRE FOR FLW GEO'MNDO W S. IMEGML FIN DIMENSIONS ARE E33. 6. SUES PRSOFRELIMITRIONS: 52EBLOCK6OFTHEA TN M.INDICTEA ADMU RMIGHMESSURE OVE THEM.INDICA ANCHORS DESIDNlHS=.RE WIIII THEGUMMffY CFANCHORs SROWNR FM HEH SN5EWEIZEAMUMDESIGN TWEE FEFOft M. RESPECTYESIZE AF0GIA54 TYPE 6AVAMBIE. T. BEE NOTE l6XELT 11 FORMETALSUB.4TMTE FEOS. TABLE 7. KEY: M PSF SEETASLE3FOH IDPLDJTED3112 FULLDP HFPD 2 MTG. RAE LHEAD AB J Dm 2 MBASOYE 4 MTG. RA2 TABLE 8. KEY: AWL PSF (DPLA D1112 JAMB BELOW 2 MTG RAL (MLDP)B 1•!Y..�ENgA.'. JM WG. 2 ` MTG. RPL = # NO M1os SEETABLE]FCfl 9.%/ FULLDP 1M EMERlm SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE NOTES: 1. FOR CONCRETE PPPXAPCNS IN MIAIA4DAOE CCUMTY. USE ONLY MUMWOADE COUNTY APMOVED tI<'ELCOULTRALDNS OR I/P 56F CRETEFLDC MW WUMDISTANLEFRON ANC1101t TO WNGIETEEWE I511<' F00.1M1TRPNYJ INIOCONC..212'E D. Fqi ?DGE J. 14- OCRM-FM IDN DETNAB E RO.13I x2-IW3TEELbC"E (FISA 1N' SSG CRETE-FIFXFIXi DETAll696 D OR 0.131NF3-1T WMMDN NPIL91FifA]NLLM b-0]LISAI)8E PENNYSSLNC CWTED LOMAON NNLS,TVPE I,SME 10-FIN MOUNTED QNLYISEE DETAILS E. F AND O WS SHEET) LJ{�5"aEMCiEDM'RIGSE nUNS ON THIS PAGE AS DARE SUCKS WHOSE IGTPLTWCJWE63`TS$bbYXANeHs. vwom6lxxsAREovnoxAL IF uwTCAN DE IxsrAll£9 olREcnrro saS co MNTWCMLL WOODbW DEPIBT TOM 11TTHICK IXIGREAlE0. WJTKIATION TOTHE SUOSTMTE OF WOCO BULKS TO SE EMOAEAR RYOTHERSWASAPPRWMD".M .EAMIIMMMS0 WT G. FORATTA AMINITOKUMINUµ CH FO AnnHWW AMIEL MSTREMiTHOF EOSY TER MINIMUM A INIMU1M iONGMONMENTTO6AMINIM STEELSTUDS. THE MATFR W, bHPL. EE A MINIMU M 51 RENGTN OF ]J ItSI NN A MINIM UM OF .015' �I 1N' B. FIATXEAD NJGiOP: ..: veMuc sXOH I �SU ]. MAIERIALS.I Ml CONTACTWRMOTM CONLREIEANCIWR. I' 1'MIN.FIIGE FLORIDADUILDINOL • FHBELb.EWTE21BELOW MCR, FWLIJEE NOTE 31 1 Fry IiELOIi AffETING O]SKSIMI1JI ONLREIE T RML(SEENWE]) -g11b K51 MIN. CAU /^ 4 INTERIOR INIL JAMEDETAIISI •OWNMIONAL WRNb0.ID CONLPETEC(t EMENOR NN 6UBSTMIE(sEE NDTEJ) C DETAIL.D u TYPICAL FLANGED JAMB ANCHORAGE DETAIL F.(HEAD) DETAIL (JAMB) mn.ef.vl. cva DIAM 12' W CANE owc DETAILG (SILL) SHOWNINTHESE DESIGN I NEWIRFMEMG OF THE I No SANS