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HomeMy WebLinkAboutNOAMIAMI-DARE MIAMI-DARE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OP 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_ORACCEPTANCE (NOA) - www.miamidade.eov1e onomv PGT Industries, Inc. SCANNED 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 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 a herein, and has been des igne to the Florida Building Code, including the Hi elocity Hurricane Zone.- DESCRIPTION- Series�R 210" Aluminum Horizontal Rolling Window - APPROVAL DOCUMENT: Dra ' uminum Horizontal Roller Window", sheets 1 through 11 of 11, dated 03/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade Co Product Control Revision stamp with the Notice of Acceptance number and expiration date by t rami- ad County Product Control Section. MISSILE IMPACT RA G: None. LABELING: Each units rmanent 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. TERNI]NATION 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# 16-0629.02 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 Jorge M. Plasencia, P.E. MMNOA No. 17-0411.05 MIAMFDADE COUNTY Expiration Date: April 05, 2022 Approval Date: August 31, 2017 5F�2 I n Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. —DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.11-1201.04) 2. Drawing No. MD-HR210-02 titled "Aluminum Horizontal Roller Window", sheets 1 through 11 of 11, dated 03/15/17, 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, Duraseal® 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 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0629.02) 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6657 and FTL-6658, dated 10/17/11 and 10/18/11 respectively, and addendum letters for each dated 03/22/12, all signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.11-1201.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6' Edition (2017), dated 03/31/17 and revised on 08/02/17, 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). E. MATERIAL CERTIFICATIONS 1. None. /Jorge M. Plasencia, P.E. Pr2duct Control Unit Supervisor NOA No.17-0411.05 Expiration Date: April 05, 2022 Approval Date: August 31, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED -F: STA-TEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014) and FBC-61h Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. 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.16-0629.02) 4. Laboratory compliance letter for Test Reports No. FTL-6657 and FTL-6658, issued by Fenestration Testing Laboratory, Inc., dated 10/17/11 and 10/18/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.11-1201.04) G. OTHERS 1. Notice of Acceptance No. 16-0629.02, issued to PGT Industries, Inc. for their Series "BR-210" Aluminum Horizontal Sliding Window - N.I., approved on 08/04/16 and expiring on 04/05/22. 1;13orge M. Plasencia, P.E. Prod ct Control Unit Supervisor NOA No.17-0411.05 Expiration Date: April 05, 2022 Approval Date: August 31, 2017 E-2 I, ]a•nP-To-nP NOW —{ \ 73•DUCKWDTH - B SHEETS 780 2' GHT ]i• SASH' GABN I 6]-1,B• FRIED BUCK HEIGHT VISIBLE LIGHT VISIBLE I LIGHT SASH MED 'VISIBLE SISL I LIGHT VISBLL MGM SHEETS ]&8 I ALWAYS B B IEOUIRED SEE NOTE D.SHEEi 10 1. TIRTc.w HEIGHT 0 B HEI I I-t— 80'BUCK TiPWDTHWOTH —•'I �� SHEETS 0]Se UK _ 6� _ p FIXED MIDI LIGHT 56.7w SASH ASI 5BV8' FD3:D VISIBLE a uoHr 11,T ucHr / HT 2AT1I6• SALIGHSH L LIGHT f I SHA B S&B TIP- HE ALWAYS SEENQIEA, B --11-- 36 REQUIRES SHEET10 3' 000RNERS SEE NOTES B&C.SHEET,D TYP. XOX (113-1/3N3) ELEVATION I.-- t3lir BUCKWOWni B Mff-TOKWDTH SHEETS rl >80 _ ---- l --- 0.RP / SBMB• / / GH SASH VIABLE FI%ED I ez LIGHT LIGHT u6xr BUCK HEIGHT 26-1116' VISIBLSIBL E 5A3N6'FI%EO VSIBLELIGH LSASH uGHr Ir i SHEETS 880 ALWAYS SEENOTE0. T L'�'BI —�I I`16• REQUIRED SHEU10 BEE NOTESO&C. 3. CQ CORNERS SHEET I0 i TYP. XOX (1/4-1/2-1/4) ELEVATION i)THIS PRODUCTHAS BEEN DESIG TEBTEDTOCCMP THEREQUIRSM1ENISOFTHERORIDABULLDMGCODE, INCLUDMGTHEHIGHVELOCRYHURRIG•VIEMMUIVHZ� •gNSVAFBPA ND52015 FOR WOOD CONSTRUGZ10Nl ])SHUTTERS Af2E REWIREDNMEN USEDI EBRIB REGIONS. APPLICATIONS IN RUAMI-0ACE COUNTY. USE ONLY MIAMI WE CWHTY APPROVED MPSONRYANCHONS.MATERIALS USED FOR ANCHOR EVALUATONS WERE SOUTHERN PINE, ASTM •gLUMMUM DESIGN MANl1A1, AOMF2015 -- •AISIS100.12 I 3) MR MASONRY C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KBI PER ANCHOR TYPE. •AISC 3 lD 4) ALL WOOD BUCKS LESS THAN i-lW THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKSARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ME 1-1W THICK OR GREATER. IX AND 2%SUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN GENERALNOTES.__._--_.-.......1 AND MSTAILATION IS THE RESPONSIBILITY OF WE ENGINEETL(EOR) OR ARCHITECT OF RECORD. (ACR). TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OFSUFFICIENT LENGTH TO ACHIEVE REWIRED TAN EMBEDMENT. INSTALLATION ELEVATIONS ......... __...._.._,._i 5) ANCHOR EMBEDMENT SHOULD BE SEN.ED. OVEMLLSEAIJNG9LTSHING STRATEGY FOR WATER RESISTANCE OF MSTALNnON SHA3I BE DONE BY CUMBS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS DESIGN PRESSURES. XO ---.2 ANCHORS 8)114•MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO WE SUBSTRATE. USE SHINS CAPABLE OFTRANSFERRING APRIEO LOADS DESIGN PRESSURES•XOX_-__ 3 ANCHOR QUANTITIES. XOIOX__.4 T)DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL& CYCLE TESTING AND GLASS PER AGSM E1300. ANCHOR QUANTITIES, IA XO X.6 ANCHOR QUANTITIES, 1/4 XQAJX.6 B POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE STRUCTURAL & CYCLE TESTING AND CLASS PERASTM E13G0. M INSTALLATION, BTO MR......_.-........] BUD C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASD. 8) WE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST WE WNDLOAUS CORREBMWING TO THE REQUIRED DESIGN PRESSURE WE IM STRESS INCREASE HAS NOT BEEN INSTAILATION.HOMR.......... _.6 USED IN THE DESIGN OF WE PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR ME EVALUATION OF ANCHORS INTO WOOD. ANCHORS SPAT COME INTO CONTACTWTIH OTHER DISSIMILAR GLAZING COMPONENTS ............ -9 MATERIALS SHALL. MEET THE REQUIREMENTS OF THE FLORIDABUILOMGOODE FORCORROSION RESISTANCE. B) METAL SUBSTRATE TO MEET bDM STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE ANDTO BE RENEWED BYTHEAUTHORTYHAVNG JURISDICTION. CORNERASSEMBLY_._...._.-.... 10 EXTRUSION PROFILES-____.__11 10)REFENENCES:TEST REPORTS FTLB657&6658; ELCO ULTRACON NON ELCO CRETEFLEX NON NAT. DESIGN SPEC. FOR WOOD CONSTRUCTION, ANSUAF&PANDS&ALUMINUM DESIGN MANUAL(ADM) PARTS LIST ......... _...._..............:_.11 I 11)APPLICAOLE EGRESS REQUIREMENTS TO BE REVIEWc'D MUDDING OFFICIAL. ANCHOR SPECIFICATIONS.......-..11 12)THE 210SMES HORIZONTAL ROLLER WINDOW WAS FORMERLY KNOWN ASTHE201 SERIES. OE6IGN PRESSURE RATING IMPACTRATING PRODUCT REVISES VARIES, NOT RATED FOR as rompryiny with flee PlaH&n BYIM T. SEE SHEETS 2 & 3 IMPACTRESWANCE No4-Na 17.0411.05 USER INSTRUCTIONS: 0 Y LYNNy �� RM Sy: Dab: FaHelon: Explmllon Dais B4)0512022 1) DETERMIMWE SUE SPECIFIC. WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WNOLOAD STANDARD `��aO JC�S.}�� , BY 2) KNOWNG YWR WINDOW CONFIGURATION(OX, XO, X04 SE:E, GLASS TYPES (FROM TABLES 20R 5) AND MEETING �` F •: �j TmWSO Sy: Oefa R•Haen• Mlam maoc, nYo RALTYPE, DETERMINE YOUR WINDOWS DESIGN PRESSURE REWIREMEENT FOR THEWMDOWOPEMNGUSINGTABLES I, z &(6'Sg1Q5 B ON 4. IT MUSTEQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FORTHE WINDOW OPENING OBTAINED IN 0'°•° SY STEP 1. PWLLMEET - O•a�Bwn 3) DETERMINE WE MOST SUITABLE ANCHOR CROUP FROM TABLE 20 ACCORDING TO THE INSTALLATION CONDITIONS. C 1 /� ;• �; GENERAL NOTES & ELEVATION J ROSOWSKI THEANCHOR TABLES FCO,NDITION AU-MINN. REq RN EMENT6 FROM THIS ��•tA ••. OAS` N.]VENICE, FL 3&215 TINE RKc bob' MOMROM .A REQUREMENT3 FOR YOUR OPENERMINE INGS TABLE 20. AND THAT --,RORI.A.�• (B41}4Ba1s ALUMINUM '''ASS�ONAL HORIZONTAL ROLLER WINDOW 03/15/17 SHEETSETAREMET. 6)MSTALLAB PER SHEETBTOR e. EGA p„n,,,,�„c AA''II IL mnwolnenn SeMa/" aumena� v "T SIroeC 6vNn9 Nh Wr. A LYN111A .PD. HR-210 NTS 1 OF 11 MD-HR210-02 PB.068]G5 CPW.OFAUTR=29B TABLE I' _(off z PRODUCT REVISED plying of b Me Flpdda Bulldin9 Cod NDA-xn. 77.04t7.05 TABLE 2: Expl.Us. D.W04/0612022 Syr, Product BPn n Y n tt Y o C a ? n sss Um NO 0 A a yy S vim.DO Z LL m 9 a z i x Big d U U_d oZV3 9nN0 NOTES: o Z A $ p X a O LL 1) USE THIS TABLE FORALL XO/OJWNDOWS PSRTHE ELEVATION ON J O O SHEETI.DIMENSIONSSHONNARETIP-T0.TIP. F X N R) FOR SIZES NOTSHOWN, FOUND UPTOTHENEXTAVWl.ABLEWIDTHOR ® O INIL HEIGHT DIMENSION SHOWN ON THE TABLE. O F N a)DE9IGN PRESSURES MAY 6E INiERPOLAT6]BE1WSfflS¢ES. 5 x W Z a .n ¢ g [7 n t o x CONFIGURATIONSAPPUCABIETOTHISSHEET: mu 'xad ssVaa A`N%'ANY LYNN �. Q2:'' •. FP * : NO. W705 *_ =0: - =r •. gATE /7 Imo: XO OX % O ATE F ";-,e"ONAL Lvr L A. LYNN MILLER.P.E PEYW7W Maximum Design Pressure s (psf) XO & OX Tip -to -Tip i1WD•Tp eetilg Rail w/ - Meeting Rail Width Haight Glassl Glass Glass3 Oless486 Glass Olass2 Gless3 Glass 485 26.1 2' 38318° +55.a430.0 +55.a-73.5 *55.a-67.5 +55.a-5fi.0 +55.a-63.7 +$5,a•59.2 +55.aS8.3 a -90.0 +55.a-90.0 +55,a-90.0 a65.0/-90.0 +55.0/•90.0 +55.0/-89.2 +55.0/-79.7 +SS.a-90.0 +55.a-90.0 +55.a-90,0 +55.a-90,0 +55.a•90.0 +65.a-90.0 +55.a-79.7 +55.0/-90.0 +$S.a-90.0 +55.a-90.0 +65.0/-90,0 +55.0/-90.0 +55.0l-90.0 +55.0/-79,7 +fi6.0l-90.0 +55.a-73.5 +55.a-87.5 +fi5.a{8.0 a55.a-fi3.7 *66,a-59.2 +6b.a•5fi.9 +SS.a•90.0 +55.a-90.0 +55.a-90.0 +SS.a-90.0 +55.aAe.2 +SS.a-79.7 +55.0 -90.0 a55.a50.0 +65.0/50.0 +SS,a�90.0 +55.aAD.O +55.0l-90.0 +55.a•79.7 +65.0/-80. +55.0/50.0 +56.a4)0,0 +55.a-90.0 +55.aJ0.0 +55.0/a10.0 +SS.a-79.7 3T 45" 49° 63-ilB' 81" fib" 7q• +51.1lgi1.1 +55.0f4)3.5 +55.aq)3.5 +55.a-83.5 +51.1/51.1 +65.a-63.5 +55.0!$3.5 +55.a•63.5 zs-11z• +ss.a-9o.o +55.a�1.2 +53.7/-63.7 +5s.or-so.o +55.a-80.0 +55.a-90.0 *5s.a-9o.o +55.a-90.0 +56,a-90.0 +$$.a-so.o r55.a�J0,0 +SS.a-90.0 +SS.a-se.o +55.aA1.2 +53.7/-b3.7 +ss.aao.o +S6.a50.0 +55.aS0.0 +55.a.sao +66.a-90.0 +66.a-90.0 ass.aso.o *55.a-90.0 +55.a-9D.0 3T q5' 49' 53-1/8" �• +53.V53.1 +52.4/-52.4 +55.a-85.7 +55.a-97.0 +55.a-85.7 +55.a-81.0 a55.aA0.0 +55.0/-90.0 +53.7f�53.i +52.41-52.4 +$S,a•88,9 «55.0/E5.0 +55,a-9p,0 +55.0/-80.0 a55.a-90.0 +55.0/-90.0 61" *60.q/-50.4 +SS.a-75.1 +55.a-76.1 +SS.a-80.0 +50.4l-60.4 +SS.a-79.3 +S6.a-90.0 +56.0/-90.0 66" +48.5/-08.5 +44.2/-042 +55.a-725 +55.0/fi3.5 +65.a-72.6 +55.a4P'T.5 +55.01-79.7 +55.0/-63.5 +48.6/-08.5 +44.2/-04.2 +55.a-T7.1 +$S.a�63.5 a56,a-79.7 +55.a-fi3.5 *55.a-7g.7 +SS.a-63.5 74° 26-7/2' +55.a-86.8 +55.a-fi6.0 +ga.s+-0a.s +55.0/-90.0 +55.0/-87.2 +ss.aas.o «SS.a-90.0 +55.0/4)7.2 +5s.ows.e +65.0/-90.0 +s6.a-90.0 +ss.aso.o +55.0f-86,8 +SS.aS8.0 .4a.s/-0a.s +55.ag30.0 +55.agX1.0 «ss.a-es.z +55,0/-90.0 +55.a-90.0 +ss,a-so.3 +55.a-90.0 a55.a-90.0 +ss.a-eo.o 3T as' 49" 43.a-03.6 +55.a-70.5 +55.0l-70.5 «55.0/-86.1 «43.6I-03.6 +55.a-79.9 +55.0/•78.5 a55.a-90.0 50.5J8° M3.5/-43.5 +65.0/-66.7 a55.a-68.7 +65.0/-83.4 +g3,61-03.6 +55 .0/-78.3 +SS.a-90.0 sr +a2a-0z.fi «s5.o/-61.1 «ss.a-61.7 +55.a-7s.a «az.e/az. +ss.a417.z + .o +ss.afa)z.9 " Mi.fl/<1.6 +38.a38.9 +55.0/Se.6 +65.0/-65.3 +55.0/�8.5 +55.aS5.3 +55.0/-73.1 +65.0/�63.5 +41.a-01. +38.9/-38.9 +5$,a-fi5,2 +65.0/-62.0 .a-74.9 +55.0/-GT.S a55.a-79,3 +55.a-83.5 tq• 28-1/2^ +SS.a£/.9 +55.0%90.0 a55.a-90.0 +55.0/-90.0 +55.0f67.9 +66.a50.0 +55.a-90.0 +55.a-90.0 37" 9.7/-09.7 +$5.0%67.2 a55.a-67.2 +65.a-84,0 +49.71-09.7 +SS.a�0.0 +SS,affi,5 +55.aJ0.0 45" + S.fi/J5.5 +55.0/-57.7 +55.a-57.1 +SS.a-77.4 +35.5/a5.5 +55.0%77.2 +55.a�3.9 a55.a-77.4 49" 32.a.32.3 +53.4F53.4 +63.4/-63.4 +65a-66.7 +32.3/-32.3 +5 +SS.aSB.i +55.a-72.3 53- +31.2/�7.2 +50.2/-50.2 +50.1/50.2 +55.a-62.7 +31.2/a7 5.a56.2 +55.a-6B.0 +31.a31.e +45.4/-05.4 +45.4/-05.4 +65.a56.7 «31.8! .8 51.0 S.aS7.2 +55.a81.5 +32.Oh92.0 +43.0/-03.0 +q3.a-03.0 a53.aS3.8 +32.0132. +SS.a-57.8 +65.a-SB.3 a30.a�30.0 a40a-00.0 +40.a-40.0 +50.aS0.0 +30.0/-30.0 +47.&-07.8 +54.1/-54.1 a54.2/-54.2 7B-V2" - +55.a-90.0 +SS.a-90.0 +55.a-90.0 37" - - +65.a-77.8 +55,a-77.9 +55.0(-78.1 45" - - +fi5,0l415.8 +55.a57.i +55.0/•fi90 qg� +fi5.ab1.3 +50.6r-50,8 +55.0la)1.5 53-118° �" a5p.a.W.O +46.81-08.8 +55.a-57.4 et" +g4.a-04.0 +46.4/-06.4 +51.8(-51.8 6$^ 74" +99.a.T9.8 +45.a-05.0 +45.11-05.1 Glass Types 11S"Amlwlad Olaas 1 1/8" Tempered y1 Almeeletl Glees 2 'Annealed 3 1/B" Ami®letl -1/d" Airspace - 1/B^ Annealed Glean 9/16' AnneBletl-9/i6' Alrepece-1/6• Annealed 3'i6' Tanpued Glass 4 1/4" Tempered Gass 5 VA TemPersd-1/4' A)mpaea -1/B" Temperetl a16' Temperm-a1C Airspace-1/B' Tempenk TABLE 3: Maximum Design Pressures (pst) XOX, 113 -lid .113 Configuration Tip -to -Tip Width Tp-tO-Tip Height w/ Standard Meeting Rail wf HOaryduty Meeting Rail Glass 2 Glass 3 Glass 4 8 5 Glass 2 Glass 3 Glass 4 8 5 49' 38-3/8' +55. -90.0 +55.0/-9D.0 +65.0/A0,0 +5501.81.0 +55.0/-75.6 +55.0/-90.0 +55.0/A0.0 +55.01-90.0 +55,0161.0 +55.01-75.6 +55. - +55.01-90.0 +55.0/-90.0 +55.0t-90.0 +55.01-08.2 --z IZO.O +55.0lA0.0 +55.0/-80.0 +55.01.90.0 455.0/A0.0 +5501- 0.0 +55.01-90.0 +55.01-90.0 +55.01-90.0 +55.01-90.0 +55.0/A0.0 +550A0.0 +55.01-90.0 455.0/A0.0 455.01-90.0 53-1/8' 61" 74. 65, 90• +55.01.73.8 +55.0/-73.8 +55,0/-86.1 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 49' 53-1/8' 44- +55.0/A0.0 +55.0/54.7 +55.0/-76.3 +55.0/66.8 +55.0/665 +55.0/59.6 +55.0/A0.0 +55.0/64.7 +55.01-76.3 +55.0166.8 +55.0161.5 +55.0/59.6 +55.01-90.0 +55.0f-90.0 +55.0169.0 +65.0/-77.9 455.01.71.7 .65.0169.6 +550-90.0 +65.0/A0.0 +65.0/A0.0 +55.0/68.9 +55.0/61.8 +55401-79.5 +55.01-90.0 +55,0f-90.0 +55.Of-90.0 +65.0/69.0 +65.01-82.0 +55.01.79.5 +55.0/A0.0 +55-0/A0.0 +55.01-90.0 +55.01-90.0 +55.0/A0.0 +55.01-90.0 61, 74' B5• 90' 49' 53-1/8' 50-518° +55.01-76.3 +65.01-71.4 +55.01-76.3 +55.01-71.4 +65.01.89.1 +56.0/-83.2 +55.0/A0.0 +55,0/9D.0 +55A/-90.0 +550 -90.0 +55.0/A0.0 +550f 9O 0 61' +55401619 +55.0/55.3 +50.41-50.4 +48.6148.6 +55.0163.9 +55.0/55.3 +50.4150.4 +48.8/4e.6 +55.01-74.5 +55.0164.5 +55.0158.8 +55.0/56.7 +55,0/65,1 +55.01.73.7 +55.0167.2 +55.0/64.8 +56.Of65.1 +55.01-73.7 +65.0167.2 +55.0154.8 +55.01-90.0 +55.0/A0.0 +55.01-86.9 +55.01-83.9 74• BY 90, 49' 53-Vir 83' +55.01-59.2 +55.0159.2 +55.01-69.1 +55.01-78.9 1 +55.01-78,9 +55.01-9D.D +bfi.01661 +55.0/65.1 +55.0/64.3 +55.0/-73.5 +55.0f•73.5 +55.0l-90.0 61' +48.0/-09.0 +41 0/•41 9 +37.7137,7 +q9.0/-09.0 +41.9/-01.9 +37.7/37.7 +55.0757.1 +48.W-4B.8 +44.01-04.0 +55.0/•65.3 I+56.0/-55.8I 1 +50.3150.9 1 +55.0/65.3 +55.0155.8 +50,3l50.3 +55.0/64.5 +55.01-722 +55.0/65.0 74' 85, 90' +36.2136.2 +35.2/36.2 +42.WAZ,Z I +46.2/-08.2 1 +48.2/-08.2 +55.0162.4 TABLE 5, Glass Types 3116- Annealed Gkss 2 1/4'Anneeletl 11s- AnnealABa ed-1/4'pace Anneaktl Glass 9-118" 311C Annealed-3/16' Allpam-1I8' Annealed Tempered mpered Gleaa4 1/4° Tempered 1/8-Tempered-1/6 Al.pace-1/a'Tempeled Glass 3/IVTempered-3/16'Airepace-VWTempend 'ABLE 4, Maximum Design Pressures(psfj XOX, 1/4-1/2-1/4 Configuration Tip -to -Tip Width Tp40-Tip Height w/ Standard Meeting Rall w/ HeaVduty Meeting Rail Glass 2 Glass 3 Glass 4 8 5 Glass 2 Glass 3 Glass 4 8 5 38318' +55.0143D.4 +55,01-74,7 +55.0165.3 +55.a/55.7 +4971•49.7 -55.0/60.4 +55.01-77.2 +55.01-72.5 +55,Df-64.8 +95(I757.6 +55.0/-90.0 +55.0/-90,0 +55.01-20.0 +65,0/-87.0 +55.01-84.7 +55.01-83.2 +66.0/A0.0 +55.0/63.1 +85.0A74.7 +55.0/.65.3 +55.0/56.7 +49,71-09.7 + .0-90.D +55.0/A0.0 +65.0/61.9 +55.01-72.5 +65.0/64,8 +55,0157.6 +550 90.0 +55.0lA0.0 +55.0/-90.0 +55.0/-90.0 +55.0IA0.0 +550-90.0 74' as. 97' 109' 12W 53-1/8' �• +55.0/-79,5 +55.01-64.9 +55.0/-61.2 +55.0/-58,8 +53A/5M +550/-79.5 +55.01-64.9 +55.0161.2 1 +650168.8 +55.0l55.8 +65.01-90,0 +55,01.75.8 455.01.71.4 455.01.68.6 +55.0166.5 +550/A5.0 TOM 72.8 +65.0/67.2 +55.0I.60, +53.4/53.4 +55.01-90.0 +55,0179.6 +55.D/a1.1 1.55.0/63,7 +65.0/-55.8 +650/-D00 +55.0 9-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 74- 85° Sr 109. 120, +47.9147.9 +61.1l51.1 +W.0165.0 1 +47.91-47.9 +51.11-51.1 +55.0/-90.0 53-1/8' 50fd8' +55.0/-66A +52.9152.9 +55.01.66.4 +52.91-52.9 +550/-77,5 +65,0/61,8 +550/-73.B +55.0/620 +M.0/-78.3 +55.0/-70.0 +650/-90.0 +55.0I-90.0 74' 85• +49,1/-09.1 +49.1/-091 +55.01-57.3 +550/58.9 +55.0/52.8 +55.a64.6 97' +46.31-46.3 444.7/ 44.7 +43.61-43.6 +46.3/-06.3 ♦44.71-44.7 +43.6/-03.6 +54.11-64.1 +62.21522 +60.91-50.9 +63.71-53.7 +48.448.4 +44.3/-04.3 +54.71-4.7 +48.2/-08.2 +44,1/-44.1 +55.01-79.9 +55.01.77.1 +55.01.75.2 109' 120' 53-1/8' -50.8150.8 +39.3f39.3 +35.8135.8 +50.8/-50.8 +39,31.39.3 +35.8f35.8 +55.0/59.2 +45.9/45.9 +41.81-41.8 +55.0159.4 +47.91-47.9 +g8,8l-08.8 +55.0156.2 +52.6152.6 +47.8/-07.8 +65.01-87.5 +55.0/67.8 +55.0161.6 74- 85" 97' +33.7/33.1 +37.7131.2 +39.1/33.1 +37.2/31.2 +38.7/38.7 +354/38.4 +q3,9/-03.9 +4p,y-00.5 +44.2/-04.2 +39.6/39.6 +MOM-67.1 +53.8153.8 1Dg' 120" +30.01-30.0 1 +30.0130.0 1 +35.01-35.0 +3).5l-37.6 +35.8/35.8 +51.71.51.7 NOTES: 1) USE THIS TABLE FOR All XOXWNDO PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP-TO-TP. 2)FORSLoSSNOTSHOWN•ROUNO UPTOTHE NEMAVAILABLE WIDTH OR HEIGHTOIMENSION SHOWN ON TIETABLE. 3) OSSIGN PRESSURES MAY BE INTEPPOLATEO BETMEENS¢ES. OONFIGUFATIONSAPPL, M1BCE TOTHIS SHEET: u XOX(1l1114n) XOX(fXV2414) PROOVCT REV16UD p> oompi>ina vdN No FIOHW eaaany COendd xoA-No. +7-04111.06 Bxpbaben bate 04/05/2022 ey mmm a v,oaaet ntro M Y y .„aa g o c m > � 3 L0 N G w=s O K � O J A o N W 2 i z a as c0i . z adapa z Ys w sra 0 � N oZa 8 0 X X ®� F w wws nzpl K F SF = W W Z a � K a q Fo ¢ Z m Z C1 a N , U J a W o = �tt11 1 j11 Y LYN1yMi''. * i N. 69705 - =P•'•. e • dF �0�•.- SATE ,11` A LYNN MILLER PE P.Ek58105 Jamb Anchor QuanttieB, XO & OX wi np n"aagP as wMannEaad meeam"I Nmy'Q6y Notate R1 < ym a`` 0 8U d` 3G 1 yM 5< d` O S ko k 3 Q 3 3 3 l 37' 4V 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4Y,5. 51116' 3 3 3 3 3 3 3 3 —3 —3 3 9 3 3 ] 3 or m" T4' 4 3 4 3 3 3 3 $ 3 3 3 3 3 3 3 3 3 3 3 3 3 3 ffivr 3r 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 45• 49' 51115' 4 3 3 3 4 3 3 3 d 3 3 3 4 3 3 3 9 3 3 3 4 9 9 3 BI• BB• W 4 4 3 3 4 ♦ 3 3 4 1 3 3 3 4 3 3 3 3 3 3 3 3 3 v2' 1. 509 1 4 4 1 ♦ 1 4 4 4 4 4 4 4 1 1 1 4 4 4 4 45• 49' 511m" 4 4 4 1 1 1 4 4 4 4 5 4 4 1 4 1 5 4 4 4 5 4 4 4 5 4 4 61' ne' 14' 5 4 4 4 5 4 4 1 1 S 4 4 4 5 4 4 4 4 4 4 4 4 4 4 4 2&L2 F 4 4 4 4 4 4 4 4 5 4 4 4 5 4 4 4 4V 49' 511m' 5 d 4 4 5 4 4 4 5 4 4 4 5 4 4 4 s 4 A 4 5 ♦ 4 4 or T4• 5 4 4 4 5 ♦ 4 4 5 4 4 4 5 4 4 4 5 4 4 4 6 d 4 4 2&1IY• ♦• 4 4 4 4 s 1 4 4 4 SEETABLE "HEAD &SILL' ANCHOR OUANTRY ® 3PSH, SEE TABLE a Head & Sill AnchorCluster QUaniities, XO& OX TWap nPtaTp Hettl MSIaMardma, 9Ral M14ag-d*MevfiryR6 CE[79­5,4- �Q O dp a�3r L@ �4 �0 �0 Y2 3B3'3' Q Q C2 Q C2 CY45" Q CI Q C2 R 4Y' RQ C4 Q Q R53-vr Q Q G Q Q61• 6B' • T4" Q Q G G R R Q Q fA G2 R C2 R Q R R CY3r3r R Q G Q Q R 45' 5311a' Q Q G GI Q4A Q Q G C4 R C2 Q QC4ar QQd C R Ror Q Q G G R RTC Q Q. G Q R C2 m-ln' 3r' G Q Q CI c2 Q cz GI G Q Q G4 C4 R C2 S 19' STIR' G G Q Q CA G Q Cz G Q Q 04 Q Q G G R Q G CI C2 1' 86 T4' G G Q Q U Q 72 G G Q Q G 2 = —CrQ Q Al2' 3]° G 04 Q Q G G Q R -UF OF Q Q I CI I LI C2 C2 45" 49" G G Q Oa&c44 C2 G G G2 Q Q Q Q Q R QQ Q R QG G Q Q Q C2 C G R Q C2 C2 T Q Q 'HEAD A SILL• J L___ ___J L____-___J D.CFOR UPTOCI'MAY O.C. SOVER 63' AT I L — 6' MAIL MMCENiER OF MEETINGFWL 4• MM. ANCHORAGE FOR XO/OX CONFIGURATIONS SHEET 11 FORAN04OR GROUP DESCRIPTIONS. 7 m OOOf�i�OO o0000000 m m o0000000, ©000©000' m ©©oo©©oo m m ©©oo©©oo ©©oo©©oo m o0000000 m o0000000 ©ood©000 m ©©oo©©oo ©©oo©©oo o � ©©oo©©oo ©L©000©00 o0000000 m o0000000 ©000©000 m m ©©oin©©oo ©©oo©©oo m ' o0000000 a m o0000000 o0000000 OOo00000 m m Now ©000©000 ©000©©oo eeea0000 m m aeee0000 aeee0000 aaaa0000 m o ® eaea0000 aaee©000 eaae©©oo PRODUCT REVISED as COMPl>>in6 wine the Fla+ntla Balldlna CWe NOA-K. :7-0971.05 Enplydt3an Bate 04/05/2022 By .lam wee .." Ca 4 W 2 C �n v c N 0 .aR Q olw O C O z Tr J O iLL� 0 ®E z w.d rzv�' w OZ� 0 O LL X O pz I`ii g ® I„vs C 0 ~ � o S a 2 Q O avx o z m U Z = a a LY 1 Arrj''.. • 110EN9F '�'� * No. 511705 ALYNNMILLERPE. PFYS9)m ®®® M 0 ®000Will 0000now= o0000000 �� o ©000©000 ©©oo©000 ��®00000000 00000000 ® o0000000 0000©000 a ©000©©oo ©©oo©©oo � m o0000000 o0000000 o� f� o0000000 o�aoo©000 o. 0000©©oo 0000©000 OREM MEMA o0000000 o0000000 o• � o0000000 Oo0Oo000 o. 0 0000©000 00000000 Jamb Anchor QuanEttsR, XOX, 113-1D-113 To" waw 1plsTlp rtya WStn&od Mj}ennBRellpp WSppWffg4vy Me9en2Repiµl aC G` u d {> 0 49 6311ff 3mnr 3 I3 ] 3 3 ] 3 3 3 3 3 3 3 3 at' 74• ] 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 65• 35' 3 3 3 3 4 3 3 3 3 1 3 3 I 3 4 3 9 3 49' 53.12' 41. 3 3 3 3 3 3 3 3 3 3 3 3 3 9 3 3 b• 7V 4 3 3 3 4 3 3 3 3 ] 3 3 4 3 3 3 e6• G5' 3 3 3 3 4 3 3i 3 3 3 3 3 4 4 ] 3 W fi}IIB' fiDS18• 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 51• 74• 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 4 w w 4 4 4 4 5 4 4 4 4 4 4 4 5 4 4 4 4' 5b,y4' 81. 4 4 4 4 4 4 4 4 4 4 4 4 5 4 4 4 61' 74' 4 4 4 4 5 4 4 4 4 4 4 4 5 4 4 4 85' gp' 4 4 4 4 5 4 4 4 4 4 4 1 4 5 4 4 4 Nc34 & SIIIAnehar Cluetcr QuantiNcs,XOX, U3.113 -113 7W.1F WNtA VAt TF ebknl AMyMlm Vaba 4otygmoottlrggpw ywst gQ ZJd d`a d�" Pwl a� 9¢w ap aa� 2[� dd 4A Wir 61• ,6. ¢ C3 R R R R ¢ ¢ C2 R ¢ R C R R G C2 I R G R R ¢ 740 G R R ¢ G R C2 R er FD' G R R R G ¢ ¢ ¢ G C2 R R G G R R 13" 6 �• G C2 R R G R R R G R R ¢ G R R R cv 5,• 2Y G R R ¢ G R R R G R R R G G 4 R or W' G R R C4 G G C2 R R G G ¢ —Cr R R G ¢ R R b' ]4• G Cz R ¢ G G R R G cz Q R C4 G ez R BS' 60" G O ¢ ¢ G CI R R G R R ¢ G G R R 49• 53,16 a• G C2 R Q G G R ¢ G C2R R G G R R 81' T4• G R R R G G R R G c2 R ¢ G C4 C2 ¢ es• 95' G R R ¢ G G C2 e�2 G C2 R R G G ¢ R MMMUMMIMMMMM m 1lT.� ®00000000 o0000000 ® o0000000 o0000000 o0000000 11111511111 ©o0000000 00000000 o0000000 0000©©oo r3000©000 E4� o0000000 o0000000 ® o0000000 o0000000 0000©©oo 00000©oo m o0000000 o0000000 f� o0000000 o0000000 �uo000000 000©000 'CLUB"fE3t•ANCHOR •NFN3851LL' OUANRTY, SEE TPBLE,O •HEAD 531LL' PNCHOROUANIITY ANCHOR WPN,IIV U SASH. SEETABIE9�_ f ®FIXED -- SEETABLE t1 �1 J_ rum. L s•MAx --.-i J L________J L_�__ _J L__—J 3'MAX FROM CENTER OF MEEnNO RAR 4•M1N. ANCHORAGE FOR XOX (113-1/3-1/3) CONFIGURATIONS ---- L___ I I I I I I 1 I i a a PRODUCT REVISED Bu11Gin8 Cotln rrNM1 no FIc,ICa NDA-No. 17.0411.0E E"1.M,n DM A410512022 4 o & o0i yU' € e'� 'Iw o 0O . ,A o z , LL Z O O UUd Z s r=v ss w o O Z N 0 % X LL O O N � ® W T-r i K fZZ H Z = 6 Cy alp � Z S Imm,mmmM M mi M � ®�000�000 o0000000 0 00000000 ©000©000 m ©000©©oo ©000©©oo m ®o000O000 o0000000 0 � 00000000 0000©000 o ©000©©oo ® ' 00000000 o0000000 �•� o0000000 oovoo�oo �� 0 0000©000 0000©©oo ®®o0000000 o0000000 0 00000000 o0000000 0 o000000a 00000000 Jamb Anchor DuanOOes, XOX, 114-112.114 Tmth Wide SUmnA W.WWg aW '03 223 d`J d3 y�RVaod d+0 }§wI]SE"-d1ENT'MM.t,p7¢tRep4p dO dO ZO dO I ]4' aay, 9 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1. BP 3 3 3 3 3 3 3 3 '3 3 3 3 ) 3 3 3 iN' 1211' 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 3 WIT Tv 41 3 3 3 3 3 3 3 3 3 3 a a 3 3 3 3 86' BT 3 3 3 3 4 3 3 3 3 ) 3 ) 4 3 3 3 109" 120' 3 3 J 3 4 3 3 3 3 3 3 ) 9 4 3 3 53-lir TY 50.MY 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 BY BT 4 4 4 4 4 4 4 4 4 414 4 4 4 4 4 toa' 1A' 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 wir W4 or4 4 4 1 4 4 4 4 4 4 4 4 4 4 4 4 65' m• 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1aa' 1ST 4, 4 4 4 4 4 4 4 4 4 4 4 4 4 414 Head& SNAnchor Cluskr Qumdities,XOX,114-1/2-1/4 Tryle-Tip x1aW TP4m11,p xeyM MsmaaRlma Mg RBI w,Re".asy Mea:ingrom 14 qq r e au b m E as b U yg dU b O r 3 b a 4 2. p U Ez, 20 r s4 iR TV 38 Y6 Q Q Q Q C2 G Q Q Q CA Q Q C2 u° 1. G Cz Q cz G Q Q cz G Q Q Q U Q Q Cz IBT W G Q Q Q u OrQ cz G Q Q Q U U Q C2 53.u3• G Q Q Q orQ Q Q G Q Q Q U U Q C2 C2 Q Q 0Ic2 Q Q Q G U Q Q G Q Q Q G G Q C2 U Q Q Q CA G Or C2 U Q Q Q U CA Q Q U Q Q U U U Q C2 d7lr-" Q QG Q Q Q L2C4 Q Q Q C2 04 Q QG Q C2 Q Q ffl�Q Q QB3• Q Q W�� Q Q LY Q Q a Head & Sill @ Fixed LReAnchor Quanby, XOX, 114-112 -114 l¢Io-Tp vwm TPt4-TIP wow v 6laaa,J MeeWD FaI I M Hea,4,q MeeU,g Far Q$$ n$l <S pg Ug a3 Og fl a ak m a Ug �S gp O auk 63v6• 334 5 2 1 1 1 2 1 1 TT 65 3 2 2 1 a 2 2 1 4 3 2 2 4 3 2 2 I'm 1W 12P 4 3 2 2 4 4 2 2 4 3 2 5 4 3 2 6 5 3 2 6 5 3 3 5S1/a' 1. a, 2 1 1 1 2 1 1 1 2 2 1 1 3 2 2 1 aS B!' 3 2 2 1 4 3 2 2 4 3 2 2 4 4 2 2 lo3' 19W 4 3 2 2 5 4 3 2 6 4 3 2 6 5 3 3 5}11C W 5c_ 1 1 1 1 2 1 1 1 2 2 1 1 3 2 2 1 65 aT• 2 2 1 1 3 3 2 2 3 2 2 2 105• 12C S3 2 2 4 3 2 2 6}na• M , 1 1 1 1 2 1 1 M43 1 aS or 3 2 1 1 2 2 1 1 1aa• 1PY' 3 2 2 2 322 2 CLUSTER'ANCHOR W Dafai OUMUST,bEETABLE I4 11EADA6ILL• ANCHOR OUMITITY ANCHORQUANTRY SASH, SEE TABLE 13� �4D FIXEC LIrE, SEETABLE I6 6-MAX v l..__________J I I M 1T' I I I i —( 11 I I a a LJ __________ 3" MAX FROM CENTER OFMEERNORAIL MIN. ANCHORAGE FOR XOX (1/4.1/2-1/4) CONFIGURATIONS FIXED X. PRODUCT Rthe ea comP= IN e Redd. BuiMin, Ceedd NOA-No. 17-0411.05 Expl-11— Dn1e 0a05=22 a A d Y o o O N y � z awB O 0 o; as 3 m Z O W 0 SU O B J .-Z m 0 O LL X O F Z v m w laa�,s K � N Z _ 0O E wd o Z IXO m D a II ,1111 N I,1„1, 0AY LYNN� :' L10ENyb ••; C��� NO. 2705 r �TE �:•� ;TONAL E, A.LYNNMILL R,P. CONCRETEICMUPER STANDARD MEETING RAIL 7 ?zwooD INSTALLATION OPTION 1 ANCHOR �\\ TYP. ANCHOR TYPE, SUM STE2, INSTALLATION ANCHORS INTO 2X ND00. REOUIREMEM EMBEOI.�NTAND EDGE SEE NOlE 2, CONCRETE OPTIONAL 80 AMON W0°G mGE EMBEOMFM DISTANCE T DISTANCE PER SUBSTRATE, THI53HEET. 11\\\ SEE TABLE 20, SHEET II. " PER FLANGED j 1W MAX \ EQUIRE. RMENT SRL8 JM1B5• EWE SHIM 23 93 305\\` 90 X 10 I �( EMBED- \A` ) ti MENT-______. ___ _.__ --__ _ fps ta -F ____ ___ V ' \ I SASH TYP.ANCHORTYPE, '• VISIBLE O MSISUE i \\ ��11 LIGHT .• EWE 1 EMBEOMENTAND 57 LIGHT EDGE DISTANCE wDlH -__- - I .. DISTANCE .•- II II II PER SUBSTRATE, SEETABUM, 70 FUO=D , 74 ' SHEET II, 25 A 24 LIGHT "` i TO • 5 80 W,DT„ EM II I� 21 INSTALLATION - EXTERIOR MEW II j OPTION 2 INSTALLATION N9I INSTALLATION eucK wlom OPTIONS LIGHT II 11 ANCHORS OIREMY TP-T0.TPWIDm INSTALLATGH IONANCHORS "O Nro N"sONRr. I, TRIGHT 1MXA,RBOONRY. P I �i SASH HORIZONTAL SECTION A -A INWROTO TIP-TO-11 it I "BIBLE LIGHT 1W MAX. SHIM HEIGHT HEIGHT II 5 4 2X WOOD BUCK B II 012STEM 10 X 11 EMBE DM AND EDGE HEIGHT �� IIX SELF40MLNG DI STANCE PER SUBSTRATE, II SMS(G5).SEETABLE SEE TABLE 20, SHEET II. 'I II 20, SHEET ti 21 II 1 DADE APPROVED m MULLION, ALUMINUM. O 31 STEEL FRAMING OR STEEL. y'71 SASHVISIBLE 57 STUD. SEE SUBSTRATE PROPERTIEE20. UGHT WIOm 4'CUTLENGIH SHEETT11. 12 0EACH II. 3 MEETINGRAIL EXTERIOR E5 FIXEDVISI91.E INSTALLATION sTANDARD ucHTYnDm INSTALLATION TYP.ANCHORTYPE, OP'j101-J4 MEETING WUL T OPTIONI EIMSEDME INSTPLLADON BUCK WIDm INSPTIONI 2 PERSTMCENTANDEWE oSSTRATE.S ANCHORS SUBLE20.S,SEE TIP.TO.TIPWIDTH ANCHORSIN102X z9 DIRECTLY INTO rABLEzo,snEL�n. M,LL HORIZONTAL SECTION C-C WOOD. NOTES: PRODUCT REVISED 1) USE ONLY SUBSTRATEAPPROPRIATE ANCHORS LISTED ONTABLE 20 OF SHEET'H. FOL1pWE SSWENTANO plyln9 wIN Me ilPHtle BWIaInS CPtlP EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION Tj SHOWN MAY BE USED ONANY SIDE OFTHE WINDOW NDA-Ne. 17.0411.05 ,%WOOD OUCKSTRIP, ` 1I4-MAXSHIM 2) ALLWOOD BUDS LESSTHAN 1412' THICKARETO BECONSIOERE0 IX NSTALLATION5.1XVVWDSUCKSARE 1111I \Y "I" Rmmf BY, Wls ,�'X .. LYNAi�, EXplratlRnD 04105/2022 RaHZVwc 9EE NOTE 2. - CONCRETE PER OPTIONAL. UNIT MAY OE INSTALLED `�`��f JCENAp `.<( MInmF6 mProtluct Contra THIS SHEET. .. '. ANCHOR DIRECTLY TO SUBSTRATE. WOW BUCKS R� 10.p� RMma ,Ty. Wlc Rwbyr • , .' ••: REQUIREMENT DEPICTED PS 2XARE i-1rz'mid(OR C*t N.. 56705 EXTERIOR . ' - ' a '. GREATER 1XPN03%BUCKS ('MIEN USED) SHALL BEDESIGNEUTOPROPERLY INSTALLATION TRANSFERLOADSTOTHESTRUCTURE _ * C ® Oe�Pllm ppe0 //�� C p�:,[ INSTALLATION DETAILS, STD MR J ROSOWSKI WOODSUCII DESIGNAND INSTALLATION :O ; AEdddFFFFFFi r'� ,OIO TECHNOLAOY DRNE _ VERTICAL SECTION B-B INsrAwno�axcnoHs IENG�INEERORMCHITECTOFHEC°R0. PONSIBILITY OF GFS .... .... GRft �=�` (04,141eoo-,5Do i5 ALUMINUM HORIZONTAL ROLLER WINDOW 03/15/17 THROUGH IXBUCKSTRIP fNVOMUM SHIMmICKNESSTO BE LL'. 'iiS�ONAL E?TAA` INTO MASONRY. I \\\ minw�ema ac'¢ smim/YaaeF. F—m' Ishxt Omxhq No. Rw. P£H63i05 CEAT.OFAUTR=29S HR-210 NTS 1 7 OF 11 MD-HR210-02 INSTALLATION OPTION 1 CONCREMOMU PERANCHOR INSTAUATIONANCHORS IWO2 WOOO. REQUIREMOR TIONAL EDGE E EMSEOMENf T j 1/4•M1AK EDGESHIM 23 DISTANCE . X *101 MSIB EDMENTANDE 5T VGH E DISTANCE �e...........Wml � I�L SHEET II. 25 v 1 30 EX}ERN1R III INSTALLATION N919 E � it OPTION 2 INSTALLATION LIGHT II ) ANCHORS OIRELTLY HEIGHT II II II IN -VC MASONRY. P-MTP II I II N61 V-� 1/1'MA%. BRIM HEIGHT HEIGM 5 BUCK I GTEEL HEIGHT D 9ELFONLLINO �I I� BNS (GINIEE M LE 20 I II II 20, SHEEf 11. 26 itDADE I31 I MULUON,UMINI M, SINIELFR)WINGOR SIlEEL SV0. SEE SUBSATE 2 - QEACHENOTH EEF PROPERNES,TABLE20, cNSHIt. 0 MEETING RNL ;ME�ERIO. INSTALLATION n TYP.ANCHORTYPE OTA WD ET,IBEOM.ET4TANO EGGE INSTALLATION 2 DISTANCEPER pNCHORG SUBS m. SEE DIREC11-Y1NT0 29 TABLE20.SNEETII. METAL. I)USIFTE 1 1 OflNLYSUBGTRAT LE20OF SH ANCHORSUMMON TABLE20OF SHEET 11. E FOLLOW INST EN ANDMOO EOGEOISHOWN 1/d•MA%SMIM LIMITS. USEDONA SIDE OPDOESHOWN MAY BE USED ON ANY BIDE OF WE WINDOW. lzwooD BUOKSTRP. .•. 21ALLWOOD BUCKS LESS THAN 1.1( THICK SEENOTEZ ARETOBECONSIDEREDIXMSTALLATIONSAX WISSHEET. CONCRETEPER WOOOBUCKSAREOPDOHN..UNRMAYSE ANCHOR INSTALLED DIRECTLYTOSUBST TE. WOOD REQUIREMENT EXTERpR BUCKS R'1X EDA52XARE(WH THICKOR a •INSTALLATION GREATER.11(AND DTOPRS(WHENUSEW) SHALL BE OEESWUTOPROPEROD BUCK OPTION LOADEStON NDWSTMATONISWMo sucK VERTICAL SECTION B-B THROULATIONANCNORS DESION SIMMTAl1ADONISNEE THROUGH IX BUCK. RESPONSIBHDYOFTHEEAMMU SHI IMD MASONRY. TACKINESS OF RE CORD. MAXIMUM SMBA THICKNESS TO BE ifd•. DP -TO -DP WIDTH HORIZONTAL SECTION A A I , SASH VISIBLE LIGM WIDDt �— — BUCKWIDTH - DP -TO DP WIDTH *: N0. 58205 ••III. III,%%" ALYNNMILIEILP.E P.ESSM5 FIXEDMSIBLE LIGHT WIDTH TYP. ANCHORTYPE CONCRETE SEEN EMBEOAESUB EGGE SEE DISTANCE PER SUBSTRATE, TIU56NEEL E2. NDTE2, OR CMU SEE MILE 20. SHEET II. PER '• ANCHOR REQUIRE 0 MEN! SASH OISIBLE UGHT EDGE ID YIQTH l\\ _ QIBTANCE 4) 5 EMBM NMENT INSTALLATION j OPTION 3 INSTALLATION CKSICKSNIRs THROUGH I%BURIPI WO MASONRY. WOOD SEE TABLE2D, SHEET 11. ANCHORS Iwo 2X WOOD. PRODUCT REVISED ptytyo gg wIN Dre Plarida BuOdingC 4e NON-Ne. 77.041 N.05 GPlmtloD vats 0410512D22 By m1vm1-DaU3�4roavoe cenerol I 1070TECHNOMGY OROIE INSTALLATION DETAILS, HD MR I J ROSOWSKI N.VENIC'E. Fl-S42T5 (B41}dB61800 ALUMINUM HORIZONTAL ROLLER WINDOW 03115/17 wl ¢Avc Sci M Sc01w' HK-L'10 N S 8 ONb av"'''MD' 1/0'ANNED OR TEMPERED GIA35 �r EttFW0R a st 38Y MIN. G ASa We 81 GLASS TYPE 1 3115ANNEA EDGLASS ---I i-- IWAaNNAS BOITGE AS -- I _E%TRIOR EXTERIOR EXTWaERA10N0.NA5 iD a GLAS .304A232MN GLASSBREGLASS SSS a1 81 T— GLASS TYPE 2 XIVMMPEREDGtASS --y V-- 114'TEMPEREGG S EXTERIOR EMERIDR a 55 II a 5B iIl .382'MIN. I SBP MIN, I GLASS BRE II GLASS SRE F TT�81 a1 GLASS TYPE 5 SILICONE HOT-MM STRGCNRAL _ 55IF(Ml POLYISO DBUMFIJE t/4•NOM. FOAM 31 W(Til DESIC WrtH DESICCANT FXT. GLA95 EXT. GLASS— KODISPACE 80 4SG TPS U -INT. GLASS SUPER 81 SPACER®NXTRa pad Deealpuen Material 60 Kammad11, O TPSpaw System of Ouanes Super SpacerS nlw t let Mae SLLyl Seem Sheet for 67 IQuam Oureseal Spacer materialsCendnal )L Edge Spacer `Li rl T....6 .1. im."N. GLASS STACK 1R'TEMPEREG 1M'AIRSPACE yt6'TEMPEREO GLg99 EXE(E�RIOR 1/9• TEMPERED GLP55 GLASS EXIERKIR...,'57 I I a.e NOR GLASS TYPE 5 nl.ylsP BMLENE SEAL SILVER METALLIC u DURASEAL® SPACER * No. 587M I?MIR GLASSSTA K IWNRSPAOE 3/10•AfNEAIED 1B'ANNEAlEO CUSS GLASS EXTERIOR a 57 A02'MW. G ssrrE UY MIN. GLASS STACK L16•ARSPACE 1B'TEMPEFEO GLA55 NOM. �v �1ttf. GLASS XLEDGE" SPACER 1070 TEGMULODY MPIE 1(L' MM. GVSS STACK 3116 A1RSMM 1B'ANNEAlEO GLASa 61 Glass Types 11W Annealed Glass 1 ve' Tampered Glens 2 WIG' Amlealed 1/4' Anrcaleal GlazsS 1/B'Annealed-1/4'Airspace -1/B'Annealed 3/16- Annealed -&i6' Alrepece -1B' Anneslad Glees MW Tempered 1/4' Tempamd Glass 5 1/9' Tempered -1/4' Airspace - 118- Tempered' 0/1V Temperate! -3/16'Airspace, -1/6'Tern PRODUCT REVISED nr1 building Clog 15 tie Fiurlda u .N.. 17.0411.05 C'p ta R.4.rx ey � ReH�bnt Mlom Cantm 1- 3WR, moon COMPONENTS J ROSOWSKI Cote: 1M HORIZONTAL ROLLER WINDOW 03115/17 saw sllee5 orewre Ne. Rer. 9 OF 11 I MD-HR210-02 ASSEMBLYDETAILS OSILLADAPTER LO' IO� 0 1 . 1 WEEPHOLES 1.DCP' WEEPHOLE DETAILS SHOWN WRHOUT WEEPHOLE COVERS. 2OSILL SEE SHEETIFOROVANDTYMDSPACNG STD. MEETING RAIL (HD SIMILAR) WEEPHOIE NOTES: A REQUIRED IFWTMD WDTH IS GVERBT'. B. REWIRED IF W NDDW WIDTH IS WERASM D UPTO ST. C. REQURED IF W NDO'W WIDTH IS OVERSIV. D. REQUIRED IF W NDOW WIOTH IS OVERW6 PRODUCT REVISED 29 p ingwH8 Ma FlM4a BRllmnB tle NOA-No. '17-0411.05 Eyimaon Daea0410512022 � WSW O 4 a d U' Nn rr rro ZLLm Ca �Z T w J O 0 o_ 1- J ® ggg L O N Q H laayg y 2 F 5 O x o � N IMm Part# Dowillpilon Material 1 621577 FFmne 5318 2 6204W Fran. Sig 60621 3 BMBW Sill Adapter fi053TB 4 6216W FTana Jamb (Fixed) 606316 5 610BBW Flans Jamb(0 enable) 6083.T5 8 6287W Heat'• Puy Fined Meeting Rail W031B 7 fi224W Fixed MmUn9 Reg 60S m 8 =W Sash Top&BWom Reg 6 TB 10 6321BW Sash5me Rail 6063TS 11 B222W Sash MeeBng Roll 6083TS 12 U70W V.@Wne Raintl eni eamTe 13 e2755W Sash Stop 8063T5 20 74 1( Rigid PVC 21 42106W Swh Top Outdo(AnOfarh) Rigid PVC 22 42114W End Ce Pill PVC 23 60200K .1 SIM X.200' Plan Wab.(Frame) Flex PVC70 24 640560 .18P X.23P Fm W31p. wilee 25 66601K Bub Vinyl Ws (Sash) Flek PVC7D 26 70275CK Frwne SIII OwMA Poe lens 27 70VMK Fume Head Gasket polyemylem 28 70MBK Sash Gaskels Pa1ye0lylerm 29 7411KI7W Weeltcl. Coe, PMsOc 30 71095W S ,,P Lmch Cart Lrle 31 Q11M RollerHoushv&Gulde Vmyl W 76RWHL2 Roger Brass 40 781PQA #6X1'DUADPa SMS _ Sle 41 781PW 0 X 1•Sq. Pin. SMS 41OSS 42 781PSTX #8 X1'S. Pn. Twin Fast SMS 41OSS 43 7SOBPSA #6X.37W .PRSMS 51ee1 44 ]BSBb1M7 NX.62 PR FL SMS Sleet W 712653K SNSrm Block WJTX1WX1' EPDM 51 7126714 SehIng Block We'X172'XP EPDM 54 6162SW VW13e d NlBniwm 55 BOOM WIr Send Almoirmm 68 65133W ll4•Bend Alumiwm 57 6VT46W I.G. Band Rigid PVC 70 61014FW Screen Frame Numinum 71 47041W Smeen Cm.,K No 72 47MW ScnenCcner wim Rile VITA 73 7320SPNG Sween Sliding Spdng Steel 74 61624K Screen Spgne-.195'ge. Foam Rubber 75 61S35K Sc SpEna-AW T& Hand! Rubber 78 S. Gdh Fli,nWass 80 MOM Addan Flange 0 of BOB3-T6 B1 Pob Cpmlrm 88o Sllnono Gkalrry Seaimt r I zmr osr 24a' 1ev am• mr aw' �f— Omiu=ono Ox maaaau. Oi sE A R Anchor Group err ly'Po Reme Member subraile Mla F4ge a°b� MIn.0.0 WWm Min, DebedmeMw McM1 Win. 512SM5, 4100108 SS, (min olS lhmeds beyond m aasuletmle) I em m 19I19' W 13'S° EOB3T5Numiw I MB° 9'1w 118• A..... .3S . U 3'0' R16' 4015"It6 Ga) B #t2 ReeISM6 (Gr. Sb (mina3lwmdsbgad meld subslrefe) A% 4HE Ba• 156' 6083.15Nundnem W 916. 118' AUl ud 01H' WIG' 4Od5'•Da0e1 C 1I4'FJco UlreCon® �M Hai swk;Asrm M) T-VT w 1.11F F31e4 Blork (PSIM dO) 2-112' 7 13.4• a Ci(MIL 2B5 Ina) 2.11 4• 148' Al 3rubem Plm(SG=055) 1-1H0' IAMB. 139- O 1M°NOSS Gco Cm1�Tak® J Hollm a ( G901 1 6• 1-ll4' A, I me (.143..)1 14V 4• LS•4• l) WHLHL.SUBSTMT! CONDITIONS REQUIRE ANCHORAGE FROM MORETHAN ONE OFTHE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL• 2) ALL ANCHOR HEAD TYPES ME APPt1CAeLE sls r f ear 4T � �TABLE 21: Memdel Min FE Min. F. Colo• I,aer Smel Genm e2 in 14 kei .00T T— L 160Sclew SO kel 45 Ma1 410Saew "Am 110ke1 OsmFl%mNELmn'G RaR eOauxlceaearroMRon nswsxaoew.lt Om u6aGm® 1651W 1771e1 4i0SSEIoo CmNFlex® 127Ak0 188A ka1 fi063.75Numinum 1s Ind mill f.r4r —.- 11063-Ta Nummum 25W WWI r t1N• °-i AM Steel Slid wkm Ctr.33m EM wMl 45 Me1 mr usr aer AN• I (' a^' Aa= men T Om snsH ueEmm Rea poOaouE PRODUCT REVISED OREINFOPCEMENr fe SenH ICP OI.[WxHAAGE 09 camplylnR II ,IhC FIOIIde BONdmg COd NOAJ4o. g]-04N.05 `111 Y �YN ej Rerlmd et'. aar. RnAil m Fxplm6pn Data 04/0572022 * No. 587W MIam40p06 Pmauct OenbRl BOM & PART DETAILS, ANCHOR TYPES I J ROSOWSKI 4 I -. - ALUMINUM HORIZONTAL ROLLER WINDOW 03/15/17 MIAMI- ADE MIAMI.DADE COUNTY 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 NO'IL-E-OF-ACCEPTANCE (NOA-) w v.miamidade.2ov/economv- PGT Industries, Inc. SCANNED 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 (AHI). 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 AHD (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 «aKhtl �.. a requirements of the applicable building code. This product is appro as described herein, and has omply with the Florida Building Code, including th gh Velocity Hurricane Zone. DESCRIPTIO Series "PW-220" Aluminum Fixed Window-N.L APPROVAL DO NT: Drawing No. MD-PW220-01 titled "Fixed mdow Installation Guidelines", sheets I through 8 of 8, 04/01111, with revision D dated prepared by manufacturer, signed and scaled by Anthony Lynn Miller, nearing a iami-Dade County Product Control Revision stamp with the Notice of Acceptance n d expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACTRA G. None. LABELING: Each unit s 11 bear a p anent label with the manufacturer's name or logo, city, state, model/series, and following statem n : "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# 16-0505.03 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 1 - MIAMI-0ADE COUNTY Expiration Date: ugust 18, 2021 \ "ym ' roval Date: October 12, 2017 !o ou ' 0 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ,k DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0509.02) 2. Drawing No. MD-PW220-01 titled "Fixed Window Installation Guidelines", sheets through 8 of 8, dated 04/01/11, with revision D dated 06/06/17, 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 an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6482, dated 03/24/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.11-0509.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014) and FBC-61h Edition (2017) dated 06/09/17 and 09/14/17, 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). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. �-.P.E. Proxuct Control Unit Supervisor NOA No.17-0614.05 Expiration Date: August 18, 2021 Approval Date: October 12, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED F STATEMENTS 1. Statement letter of conformance to FBC-5'h Edition (2014) and FBC-6fh Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. RER Test Proposal#1372B dated 11/9/16, signed by Manuel Perez, P.E. 4. Laboratory compliance letter for Test Report No. FTL-6482, issued by Fenestration Testing Laboratory, Inc., dated 03/24/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.11-0509.02) G. OTHERS 1. Notice of Acceptance No. 16-0505.03, issued to PGT Industries, Inc. for their Series "PW-220" Aluminum Fixed Window - N.I., approved on 06/16/16 and expiring on 08/18/21. orge M. Plasencia, P.E. Prods •t Control Unit Supervisor // NOA No.17-0614.05 Expiration Date: August 18, 2021 Approval Date: October 12, 2017 E-2 GENERAL NOTES: SERIES 220 NON -IMPACT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF WE FLORNASUMING WOE. INCLUDING THE HIGH VELOCTf1'HURRHI ZONE (HVHZ). 2) SHUTTERS ARE REOUIRED WHEN USED IN WNDAORKE DEBRIS MOMS. 3) FOR MASONRY APPUCATIONS W MIA W-DARE COUNTY, USE ONLY MIAMbDADE COUNTYAPPROVED MASONRY ANCHORS. MATERIALS USED FOR PNCHOREVPLWTIONS WERE SOUTHERN PINE, ASTM CW CONCRETE MASONRY UNTIS AND CONCR WITH MIN. KSI PER ANCHORTYPE, SMTABLE3,SHMT 3. 4) MASONRY ANCHORS MAY MUSED IWO WOOD AS PER TABLE 3. SHEET 3.ALL WOOD SUCKS LESSWAN 1.112'WICK ARE BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UWT IS INSTALLED DIRECTLYTO SUBSTRATE. WOO BUCKS DEPICTED AB 2%ME1-1/L'TNCN OR GREATER. 1XMD2 SULXS(WHENUSED)SHALLEEDSMGN MMOPERL TRANSFER LOADS TO THE STRUCTURE. HOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILRYOF WE ENGMEEI ARMTECT OFRECORO, LENGTHMSPECIRMONTABLES354.SHEE 364.NARROWJCIWSEPLANTRWtUUN Z rvunwnncw Vr u.=riw.� INSTALLATIONANCHORS SHOULD BE SEALEM OVERALLSEAUNGRLASHING STRATEGY FOR ATE0. RE9ETANCE OF INSTAlATION SHALL REDONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHORLOCATION WHERE THE PRODUCT 15 NOT FWSHTOTHE SUBSTRAMUSE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIEWLYANOHOREDTO RESISTLOADS IMPOSED ON THEM BY THE WINDOW. M. E13M LOADS ARE RASED ON ALLO WABIEMESSDESIGN.MD. DESIGN NFACTORWAS33ED FSTRESS INCREASEHAS NOT BEEN USED INTHE DESIGN OFTHISPRODUCT. THE1.5 TAL OAD DURATION /MIT WASUSED FHR MEVALUATIONOFANCHORSF4 WOOD.ADUEORSTHATCFOIMOCONTACTWIM OTHEfl DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE RONOA BLAMING COOEFOR CORROSION RESISI'PNLE 9)REFERENCES:ME REPORTSFiT.L46YULTRACONNOA ELCOCRETEFLEXNOAMSVABPANDSFORWOODCONSTRUCTION MID AOM ALUMINUM DESIGN MANUAL 10) THE =0 SERIES FIXED WINDOW WAS FORMERLY KNOWN AS THE 600) SERIES (RANGE FRAME) OR601 SERIES (FIN FRAME). SHAPES AS SHOWN BELOW OR SIMILAR. MAY BE USED BY'INSCRBINGTHE SHAPE INABLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROMTHE TABLES ON SHEET2. )-- WIDTH --1 1-- WIDTH �{ F- WIDTH —I F— WIDTH -H T T� T(Di T �Wu 3 1 i i -L F— WIDTH --I }-- WIDTH --I i WIDTH -�i IFDI^ WIDTH--qqilI T ED L � 1 LL- J �-i WIDTH F— - -I WIDTH I� I F� WIDTH --11 � WIDTH---i PEE, F �11T � BB'BUCKWIDTH +:I\ -- 60-BUCKWIOW 9fi" _X I 3' MAX. D.C. T TEMPEREDGLASS t21 T VISIBLE 94-Wtfi LIGHT 18'MAY O.C. WStB I HEIGHT LHEI(iR TIP O L BUCK TIP 6'MA.KO.C., HEIGHT HEIGHT ANNEALED GLASS I 1_ r WINDOW GLASS OP O.C. SHAPE TYPE TABLE TABLE SQUARE OR RECTANGULAR ANNEALED 1 5 SQUARE OR RECTANGULAR TEMPERED 2 6 PACHffECTUML ANNEALED 1 T SHAPE A0.CHDECTU TEMPERED 2 B SHAPE CODES/ STANDARDS USED: •2017 FLORIDA BUILDING CCDE(FlI GTH EDRKM •2014RORIDA BUILDING MOE (FBC). STH mRION •ASTM E130004 •ANSVAFBPA NDS2016 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-WI5 •AISISIM12 •AISCWO.10 �� 4. JCENSE'•.. Na 58105 - * 2 IWO TECHNOLOGY DRA'E N. MICE R M275 P£. 1 CERT. OF AWK 129298 MAX D.C., ANNEALED GLASS 5'MPJL O.C., TEMPERED GLASS TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) DESIGN PRESSURE RATING IMPACTRATING VANES, NOTRATEDEOR SEESHEET2 IMPACTREESISTANCE GENERAL NOTES............. _........ 1 ELEVATIONS ........ ....... ....-..-.....1 GLAZING DETAILS .... _....... ._._.2 DESIGN PRESSURES......._.__ 2 INSTALLATION,FWJGE......_.....3 INSTALLATION.INTEGRALFIN...4 ANCHOR SPACING. AN,._...-..6 ANCHORSPACING.TENR-6 ANCHORSPACINO,SHFPES._._T CORNER ASSEMBLY...... .... .......8 EXTRUSION PROFlLES._.._....... 6 PARTS UST-. ..... .... . .........8 JR 1 06/06/17 PRODUCT REVISED Me Humid. Building OPea NOA-ND. 17-0614.08 EKptratlm On P B11812821 By ae eu0: cen o1 I GENERAL NOTES 8, ELEVATION J ROSOWSKI INSTALLATION GUIDELINES 14/01/11 NTS 1 1 OF 8 17 1-;_w�-,y AaLe v vt6•wf/r Mro4bB assa, x999f etmv PRODUCT REVISE 0celpn Presaut0 (pad brall Frame Types Ao Fwry s6.ie. os eomplYing wIN NP LwM bk" m B3.66S SS' ST BP 62° BY 89' R i5• BO' 8f' BY 9tf BellBinp CG EE xow-No. 7T-06• g .] •I- 0.9 •- . ♦-bafi +F 0.0 +F W., a fi.a +l-6&J •h639 aF 65S eM180 ExPlmtlan Bata awl TI µ69.4 465.9 a/-W..4 H-ING N-61.1 +}83.5 +b B2.9 +-623 •h6L8 +}612 MEO.l N-60.t +4 Y.8 NOTE 21' I.82. al-6L9 +}e1.] N-60? •J-WO +}g] H-SB.i N-Y.0 0-57.6 7?-SD9 N-WA N-55.6 +PMS 1)TIP-Tb1N 01MEN61QVS FOR BY 26• aF Y.B N-Y.S +}Sh8 •1-ST,D +h5&5 H-SSS H-552 H-A.4 N -52.5 +}50.9 +749.8 -B,4 44L5 ggNGEµtNDOWS SHOWN. FORFIN Mia a PmtlYCt 2S N. rB.t a-55.a N- .8 •}54.1 N-Si.9 N-SLs N-49.5 +h dT.B •h4flB •h N.d N-491 ab4f.5 7-0-0WINDOWS OR BOCK DIMENSIONS. yT H-53] H-6J2 H-525 W 51.a 7}b5 +1-47 +FOSS 71. 427 •h41.6 ap59.8 0-999 +497.1 a/.99.9 SUBTRACT I'. y( a/-31.] H-313 N-°A.4 +L499 N-46T +4459 +I-42.0 •I-464 +F 343 +l-A.0 +F3S4 aF]31 a +/-0.0 +I-4B.9 H-468 +F4ie 7R,0 1448 7IH, • W3 +h A.] +1-548 +FOPS 2) FOR SINS NOT SH". ROUND b' +h 439 +1-4i.9 N-47.1 +•4G1 71-45A 7-44.2 +l-NS H-90.0 +h J1.0 H-53.1 UP TO THE NEXTNVAAABLE WIDTH g ]a' +1-47.3 •} N-4 8 H-u.T +/-440 N-412 74f.o U-]0.I +}MS ORHEIGHTDIMEN610NSHOWNON dP +}48.] •}U',e H-NA +l-p5 N-425 +h41.9 +/.4p.8 N•:49.9 THE TABLE 41• N-15.4 •/-M.T •/-0.8 i/M25 N-41.0 +4460 +1-Ia.O u' N•a.] 0 +F4J.D 7741.0 H-40.s +/-39.8 TABLE DIMENSIONS MAYBE 48' N•442 +FU.O N-us Nda9 +}a01 ORIENTED VERTICALLY OR 4Y +T 43 HORIZONTALLY AS SHOWN. 9T +FOPS +-N.9 LONG sr IQ3 +r-a3 +}42] t SIDE ys�. N-4y3 �+- LONG SIDE I TABLE2: Glaaxs&Iw. VTeRaal Gb . 46uN1e9 1111 OeM Drml Prattle Types AA Rmre SHORT 610E SWe ]S.B94' Tr QP 02' 81' ✓m BD' 92 9Y 99' 1w im. t 11Y tZ0• 125' 1ffi 13T l44' '. E --4 SHORT 3Y N-W H- D N- 1 N-033 •/-826 H-B1.8 a}BtO N- - +L 11.0 N-A.l H-]fl a. )6.8 +F -0 wF BB H-WB N- .B SLOE �- 0 N-840 a +}825 HOIB •I-BL2 1-W3 +!-ffi5 +FmI N-R2 +F T).5 H-]].0 N403 I. M6 +4]49 N-]42 +- •-6T1 .}644 H-01.9 +/-Ta9 H 92 +f-0fl H-iLT N-]89 a/-Ifi4 N-]S4 •4 ]48 •}T12 +1-I35 U-RB N-Rt H-]L4 +1-700 N-618 +I-P!0 M' N- 3 N-]0> +1- .B Ndfl9 +!-ifl2 H- 59 + 744 +/ 719 +f-TBO +}T23 •Fit.I N-]1.0 N-]D3 N-WB H-W9 +l-W9 N OlO LONG SIDE 46' N-TR +I-i6T +/J35 N440 of -ill H-]St +I-]29 H-]t. ♦-]DB +A i11,1 N-fiB5 +/-8fl] H-L80 +1-W.2 H-B&8 N-659 r �- -� /8 N-i64 H- 49 N-]S +-012 H 22 MS H-0D3 +/-WB H-W] +}6 d-BL4 N. PGfi +/-K9 +/-2 N-fill 1 SY N-H.0 H-TSS H-RO N4L2 N-]65 +4685 •/-695 •I-�0 •F Rt9 al- N-848 N-610 +I- 1 •/-Hi2 SHORT ST H-R4 N-T1.9 H-]D.5 N-B6T N-Bfl9 H-8T.9 •/-fifi9 •f-663 + 3 +}B13 +F 619 N-fill ab R3 LONG SIDEFSIDE 54' H 71.1 +h R6 +1-W3 H�Ba3 N-625 H-W.5 N-S65 +FW9 N-We +1.61.0 +l•fi] N-615 N-]QO N-01 N-WO HAi.I N-8fl3 •1-65.2 H-54.2 N�83.5 +/-024 +I-Bt. H-60.9 SY N-WI •f-W4 H-6fl9 N-660 N-W2 H-B1.0 +1.830 al. W3 +FB1.1 +I-W3 1 N-W.) N-. +1-Ba0 H-650 +1-6t2 +1.810 •I-01.9 •f-B1.2 +l. wo 82 N-W4 H-W5 N-652 H-642 +1-613 *111 0 6[Yl° NN--WB1.8 +I.81.6 N-BL8 +h 61.8 H LB ••1h-B4 HD N-W2 6 +1-e4N5 +/-614 +1.252 W12 I ^1 SlbRT F'� 51DE W' H-Wi +F53] H-59.] +I-54 -/.54] ]B +1-530 +/-WO +I -WO N-Sfl0 R N-W4 0-584 H- 4 EEO 711 a H-55] MONOLITHIC GLAZING DETAIL FLANGE OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) (2OR 114'ANNfjiIED ORTEMTEMPERED GLA6a NOW. 1" I.G. GLAZING DETAIL FLANGE OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) WV NOXC GLASS STACK 3/4" I.G. GLAZING DETAIL FLANGE OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) IWANNFAIED O IsZ Ill O C_ OLij IY co £ $ C) a Z W N O ro YO �W a0 Q N dz 5 z co N Z o O O o Z @@� j O N d �2 m gW iX e *: _NO.68]U5 INSTALLATION DETAILS FOR FLANGE FRAMES EMBEDMENT 1/4'MAX TYP. ANCHORTYPE, EMBEDMENT EOGEDISTPNCE ZXWOOD BUCKSTWP SHIM MID EDGE DISTANCE PER OR FRAMNG, SEE SVBS TE.SEETARLE3,THISSHEET NOTE2.THISSXEEi EDGE INSTALLATION EM�E`MOR DISTANCE — OPTIONA `r EMBEDMENT CCNCRETEILV.II PER 1 { ANCHOR INSTALLATION ANCHOR —t—J- REQUIREMENT THRCUGHTHE TYP.ANCHORTYPE, �114'MA% FRAME EMBEDMENTANDEDGE i SHIM DISTANCEPERSUBSTRATE, SEETABLE3.THISSHEET ' INSTALLATION to OPTION C E# RIOR Ws INSTALLATION fl ANCHORONTOPOF V 1T THE BEADING WINDOW BUCK 4.— 114'MAXSMM HEIGHT I B128MEL TIP.TO,mP SELF-DWLLINO WINDOW 19 EMS,(GS), SEE HEIGHT VISIBLE TABLE3.TXIS LIGHT SHEET HEIGHT - I WINDOW -- SUCH INSTALLATION 16 HEIGHT- 1-11N6 METHOD E B NSION VI ANNCHOCHOR 11 UNDERNEATH INSTALLATION THE BEADIUD OPTIONS 1I4'MA%SXIN MIAI41-0 RXTEN AV ALU MULLION (SEE SFPEMTE NOA). ALUMINUM, EXTERIOR INSTALLATIONSTEELFRAMINGORSTEELSTUD. n ANCHOR BEE SUBGTRATE PFOPERRES. V UNDERNEATH TABLE3,THISSHEET THE BEADING ZX WOOD ItUCKSTRW SEE NOTE 2. THIS SHEET I . CONCRETE PER EMBEDMENT ANCHOR - - REQUIREMENT SEENOTE2,THISSHEET TOTAL ANCHOR CANRLEVER.532' ANCHOR RTEICMU PER ANCHOR REQUIREMENT T)P.ANCHORTYPE. AND EDGE DIBTANC SUBSTRATE. SEE TA THISSNEET '� INSTALLATION - EDGE OPTION C . DISTANCE INSTALLATION ANCHORON TOP OF IBLELIGHTIMDTH=WINDOWBUCKWD1H-1411t8' 3 THE READING wNDaw twpt WaDTH TIP-TOTIP WINDOW WIDTH EMBEDMENT HORIZONTAL SECTION A -A MCM1ar Dpyp Aad- SbmkM Nrbnm Drdarm Mdr EmbEmem P.T.6 am:wm �6]-T]:nn Vtfi• w 1.1C tm• A(SWI m:.Imdso-035) ". O.M5.08Ga1 AM swcl M]' .DST 1I4V1e SS OemFao UVU—m ed CMq (ASTM "P T l-w s 1N'SYel Ull:etnn Wn[R:a (Mh ZT k[I) 1' 1• UNnV 4CMV, (191M Gf0) T 1-1M W,pioNee eMU. (ASR1 D95) M/Y 1-V4• P.T.SaWM1orn Pln (sG=.SS) V VB' 114-413690aWFlox P.T. Seylkam Pla(9G=.0) 1' 14IS' C w'nm ss oMe=lq Cm:mb (min. 3.39 FA11 1' 1JI4' CwKmb ImN. ASS mm; Meladel mS Fr sea Screw @ktl 120 Ml Eke UVaCaQ 155ksi 17nma 4106SENa Ca,ur, D 12T.4kal 1B9.Tks1 WMa-TS AkFo 1B ksI 22 kN A'.B 31ae1 3B kal m kel O[3]SdeI 31W 39 ka1 4]kal 1) WHERE SUBSTRATE COMMONS REQUIRE ANGHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEOUERTTAOLES IN THIS APPROVAL. 2)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE 115MEAD, PANHEAD OR FLATHEAD. PRODUCT REVISED s aomplyylng edtN the Florida Building CotlA NOA-No. 17-0614.05 EppiyNian Oato 08/782027 By MIemFD� ProdUM COntrat EDGE DISTANCE ANO EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3.TNI5 SHEET narEs VERTICAL SECTION B-B 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3 OF THIS SHEET. FOLLOW EMBEDMENT AND MOE DISTANCE UTAOS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINUOW. MET0NRY ANCHORBMAYBEUB AD ONS.00DASPERTARLE3,THISSHE VMfflSINST KSIBSSMYTO1Q'THICK WOODSUCKS DEDERED 1XB45TRE1.1 DNHiCKOR GREATES ARE OPNONPL IF UNR IS INSTAllEG DIRECRY TOSUBSTRATE. WOODyT,A,PIOTEDA52XARE STRUC UREi MOD KDESI2XBUCKS(T&LAUSE0)SHER S OESIBI ID TO ENONEER OR ARCHIIECTOF RECTHE ORDTTRUCNRE WOOD RUCKDEBIGNAND INSTALLATON ISTHE RESPONSIBILITY OF THE 3IVISISIE LIGHT WIDTHORHEIGHT(ALSO REFERREDTOABDAYMGHTOPENINO)ISMEASURED FROM BEAOINGTOBEADNO. p" •I LYNN •� �` pN.......... �4i; ��`;-VCENRF �( _ ` Q=' -` _ * . No. 55705 _ c*� /` w.� :0'-, N \_�� �'•;�1OR10; • �. YYi;/SSAQNAL �N ``` A. Lvn1.1G4Lk}t, P.E. R 517 ® ..._-_ y. JR __._—TIO 061O6117 CHANGES THIS SHEET. Fevao, DexhpN FLANGE FRAME INSTALLATION DETAILS O1°RO P. ROSOWSKI LOG VSE�' tOTO VENOM N. YEMCE FL FIXED WINDOW INSTALLATION GUIDELINES 4/01l11 ASPa � y�rLal wSy '�gNA �NFeee Smh PW-22O ITT SSaN: 30F8 vae, No. MD-PW220-01 Re,. D CERT. OF AURI. �2R2R8 INSTALLATION DETAILS FOR FIN FRAMES EDGE EDGE DISTANCE EDGE DISTANCE EWE DISTANCE 4.— 1H'MAf SHIM 1N•MAX SHIM DISTANCE FRAMING, L(NOTE 2X WOOD BUCKSTRN OR FRAMING, .SUSSTBUCKSTRIPOft SEE NOTE 2,9UBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C SEE NOTE 2 THIS SHEET TYP. PNCHORTYPE, EMBEDMENT 2X W WD BULKSTRIP OR EMBEDMENT AND EDGE EDGE FRAMING, SEE NOTE 2, 2 INSTALLATION DISTANCE PER SUSSIRATE� SEETABLE4,THI3 SHEET —� DISTANCE THIS SHEET INSTALLATION 10 1i 19 B OPTIONE EXTERIOR EDGE OPTIONO — EMBEDMENT INSTALIATQY DISTPNCE INSTALLATION EMBEDMENT _ ANCHOR (NAIL) THROUGH THE FIN ANCHOR THROUGHMTHEPIEFlN 114'MA%SHIM 2 lP TYP. ANCHOR TYPE, 10 TYP,ANCHORTYPE, 3 EMBEMENTMDEDGE - EMBEDMENTANDEME EXTERIOR DISTANCEPERSUBBTRATE, PER SUBSTRATE, BEETABLE 4, MIS SHEET G SEE TABLE 4, THIS SHEET V V (DISTANCE — VISIBLE LIGHT WIDTH =WINDOWSUCKWIDTH-14111V di WINOOWSUCKWOM W NDO Y 2 WITH FINS REMOVED BUCK EDGE DISTANCE HEIGHT 114•MAx.sHIM MULLION SECTION VSI79 #iDSTEEL _ LIGHT LIGHT SELF MIAMIAADEAPPROVED MAY IF HEIGHT= SMS(G3) SMS(Q) _ -- BE ISEE SEPfRATE NOAJ,MAY BE WNW W VBRTICALOR HOR20N' FXIERIBR BUCK —_ TABLE SUBSTRAT TABLE4. HEIGHT- - ---- THIS SHEET. THIS SHEET. 141N6' TYP.ANLHCRTYPE, EXTERIOR MPX SHIM 16 SHIM KUTAIMIWSTEEL FRAMINGIXS SIEFl SNO. SEESUEFRBPERRE3, 'ME I TAB4, THISlE 4, THIS SHEET. EWE DISTANCE EMBEONIEM INSTALLATION VERTICAL SECTION D-D OPTION E INSTALLATION ANCHOR(NAIL) THROUGH THE FIN NOTES 1) USE ONLY SURSTRATEAPPROPRIATE ANCHORS LISTED ON TABLE4 OF THIS SHEET. FOLLOW EWEUMEM AND EDGE DISTANCE MMR6. My INSTAJ ATION OPTION SHOWN MAY BE USED CM ANY SIDE OF ""OD, HEWNW W 2) VISIBLE WHIT VMTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM DEMING TO BEADING M.NM l W. Fe. MIn P. SWel eamw 92ke1 In ktl1 Elm utmG,,D 1".. 111.1 410 SS Ek4 CeWWa3 WAkel 10.7MI 60,M'n Pdanlnum i6 ml S1Xel A06SIeN Ofikd 9dke1 G, MSt[tl 6IW llkd AIS WI Mehe] SIAd Min Edge pl9ann Min EmEetlment ..5 em RM PG v. 18• bT/ 1-IYl• A.131'[bnmm W3 P:T.S RN .Rne PC'•,63) YB' &Tl16' &DYA.NYR lmNl P.T.O[u6em Rno(3G-.66I YH' 2-0116' fIDS1[tl SINS P.t SeuMem Rna Gv,55 7I16, "r Al. RIG-TS min 11C V6' SIeeISWd,GLW Kn. YW O.DAS(16Ge) AM Steel &H VII, PRODUYCTn99REWSED BUIltlinglCatle�N No FlorMa NOA-Xo. 17-0614.05 E.pimOon Date ORMS12021 BY Miam75, P.udueteentr l I 1) ANCHOR MUST EXTEND A MINIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2)MN ORSMAYBEHFXHFAD,PMHEAOORFLATHFAO. V LYN <�' Intl wIc NnEMGES THIS JR 06100l17 SHEET. ReNaetl er NWW: a<Xuw: *: Nw SS705 BnMptldv R°m �' FIN FRAME INSTALLATION DETAILS J ROSOWSKI .��aS.,R0RIo1;:'G�2p N. YETACE R. 3275 FIXED WINDOW INSTALLATION GUIDELINES 4/01/11 ��� TNIO.III.TIXW31W6.M ,, IIN''A�L��]EP.L Aunlwnum.jm Be�k/u<e<t sm/. SN'7 DVDP. R^+' A LTNn N[Ixn,RE �pT OF AUM p29296 PW-220 NTS 40F8 MD-PW220-01 D PE.E36]W I m� I 20'i ToA� 8m� m KAO x b� 1 Q�`LKK �Almi! 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