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Home My WebLink AboutNOA'2ZA.y,O Pa.9FEMERS OR ATTACHMENTS •Viv ARE THE RESPONSISILT y OF THE CONTRACTOR OF MEM110 a9r� sSE PLANS AND ALL PROPOSED WORK ReQUIff MLD INS CTORS THAT M¢1 _QE li�ES��f9Y IN DER TO COMPLY y TH ALLAPPW ABLE CODES. Lucie County, Permitting DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 LUCTF COUNTY BUILD.. ' ��VISION '�,X VIF1I ED FOR COMP w 1t1EIYE BY DATE S (2 PL.4\SAND PERMIT MU BE KEPT ON JOI OR NO INSPECTION WELL BE MADE. NITAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 T (786)315-2590 F (786)315-2599 www.miamidade.goy/ecanomy 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 A14J 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-200" Aluminum Single Hung Window —NJ. APPROVAL DOCUMENT: Drawing No. MD-SH2O0-01, titled "SH Window Installation" sheets 1 through 8 of 8, dated 05111/11, with revision D dated 06116117, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, 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# 16-0505.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. SCANNED The intbmitted documentation was reviewed by Jorge M. Plasencia, P.E. 8Y St. Lucie County NOA No.17-0630.02 MIAMFDADE COUNTY /-/.� Espiration Date: September Ol, 2021 ... s'.. �� (sill lt7 Approval Date: October 26, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0614. 01) 2. Drawing No. AID-SH200-01, titled "SH Window Installation" sheets 1 through 8 of 8, dated 05111/11, with revision D dated 06/16/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infliltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted tinder NOA No. 11-0614. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6th Edition (2017) dated 10/12/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-51 Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOANo. 15-0528.22) 3. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC-5°h Edition (2014) and FBC-61" Edition (2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Jorge M. Plasencia, P.E. Prod ctControlUnitSupervisor NOA No. 17-0630.02 Expiration Date: September01,2021 Approval Date: October 26, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No.16-0505.02, issued to PGT Industries, Inc. for their Series "SH-200" Aluminum Single Hung Window - N.I., approved on 06/16/16 and expiring on 09/01/21. Jorge M. Plasencia, P.E. Prq act Control Unit Supervisor NOA No. 17-0630.02 Expiration Date: September 01, 2021 Approval Date: October 26, 2017 E-2 GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH4 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS 3) FOR MASONRY APPLICATIONS IN MIAMI-DAOE COUNTY, USE ONLY MIAM)-0ADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WEBS SOUTHERN PINE, ASTM CSO CONCBETE MASONRY UNITS AND CONCRETE WITH MIN."" PER ANCHOR TYPE, SEE TABLES 5 & 0, SHEETS & 5. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, SHEET 4. ALL WOOD SUMS LESS THAN 1-1Q'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.12-THICK OR GREATER. IX AND V BUCKS (WHEN USED) SHALL 0E DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLES 6 & 6, SHEETS 4 & 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OWNAU- SEALINGRASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND 15 BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENRYANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. VISIBLE LIGHT �'w-✓.... v-..� NO ANCHORS REQUIRED INB STRAIOHTHEAD. A _ e• MAX }r I WFROM cEEROF MFJi FAIL 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESLSTTHE WINDUGADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 331M%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS IWO WOOD. ANCHORS THAT COME IWO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF WE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTI.4470; BUDD ULTRACON BOA; ELCO CRETEPIE( NOAI ANSIIAF&PA Me FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL 10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 40M SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME). VANDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING DESIGN PRESSURES FORTHAT GLOM S12BFROM THETABLES ON SHEETS 2 & B. I`- WIDTH +{ W1DTN +{ HEIGHT _ HEIGHT LL j EnWLLIIE PFOYIEW IONEt MMfOPPPWIEHln9n1 RMIU9TOPEfL/.L1nE COOESISTANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), GM EDITION •2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ASTM E1300-09 •ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL,AOM-2016 •AISIS100-12 •AISC 360-10 FROM R OF i RN1L / 9' MAX. I L--e—B FORANCHORSIN pX CURVED HEAD, BEE SHEET O. 9" MAK T MAX — 3St C VISIB E 21' LIGHT L TB" TJ`TO CMAX.O.C. TIP HEIGHT BUCK HEIGHT J� 23' MAX. O.C. NO ANCHORS REQUIRED IN SIU- TMAX. 52-Ve BUCK WIDTH 51118 TP-TIC-TIP WIDTH TYP. FLANGE FRAME ELEVATION (TESTED UNIT) Material Min. F Min. Fe Steel Screw 92 Joel 20 s El.. Ult.Con® 410 SS EIGO QeteFlex® 155 ksl 127.4 ksl 177 ks1 189.7 ksl E063-T5Aluminum 16Rs1 22ksl A36 Steel 36 ksl 68 ksl Gr. 33 Steel Stud 33 ksl 45 ksi DESIGN PRESSURE BATING IMPACTRATING' VARIES, NOT RATED FOR SEE SHEETS &3 IMPACT RESISTANCE 7r It HT TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) PARTS NOTES ...... ` cfNS�M ?�'a- �'�`PA .k : Nn 68705 v i - 6 2 (3 - ' 1C .,50R.DA, +' \C1` ''•SS70NAL Er1Gp 1mD ECHNOLDGYDRroE H.VENICE,FL34275 (941)4061600 FBC2 7-JR-UPDATED TO FBC 2017. wempuon GENERAL NOTES & ELEVATION RNn SH WINDOW INSTALLATION wP.wT, se, '),I III111\\\\ �pw EnAl'ABe WC, -w/Rotl40 Sco" STeeG A-UMMILLER,P.E. SH-ZDO NTS 1 OFS I CERT.OFAWH.p28296 PRODUCT REVISED as sometime a With the PI-IdaSaudi., C... NOYHP. 17-0630.02 Eapicatlon OB_to 0910112021 no ABLE 1, Maximum Window Height,(see Sash Height3 Figure A. this sheet) Design Pressure (Ibslit2) for Glass Type A, Fin & Flange Frame N!"In um Window Width' 79.110' 1 26-1/2" 33' 37- 41' 45" 49' 53-1/8° 23° 11-9116' (Equal Lite), +55.0 -9D,o +55.0 -s0.0 +65.0 -90.0 +55.0 40.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 antler l8-9116" +55.0 50.0 +55.0 -90.0 +55.0 -75,2 +55.0 -65,5 +55.0 57.3 450.2 -60.2 +44.B 44.8 +39.9 -39.9 37" 1&9/i6"(Equal Lite) +55.0 40.0 +55.0 40.0 +55.0 -84.2 +55.0 -74.5 +55,0 -66.5 +55.0 51.0 +55.0 57.7 +55.0 -55.0 oAer 1&9n6° a55.0 -90.0 +55A( -90.0 +55.0� -75.2 +55.0 -BEE +55.0 -573 +50.2 .50.2 +44.0 -44.8 +39.9I 39.9 untler 15MS' +55.0 -90.0 +55.0 37.1 +55.0 .73.4 +55.0 -63.8 +65,0 56.8 +50.0 .50.0 +44.a -04.0 +40.0 460 15-7/8'thfu 193116" +55.0 -960 +55.0 30.0 +55.0 .78.7 +55,0 -68.0 +55.0 58.5 +51.1 51.7 +45.9 -45.9 ITS d7.3 38318' 19-1/4' (Equal Lee) +55.0 -90.0 a55.0 4DD +55.0 52.7 +55.0 -72.6 +55.0 53.5 +55.0 57.9 +54.2 54.2 +51.5 .51.5 oNcr19-1W +55.0 -90.0 +55.0 37.1 +55.0 -73.4 +55.0 53.0 +55.0 -56.0 +50.0 50.0 +44.8 -44.8 +40.0 40.0 untler l9-9116' +550 41.5 +55.0 -723 +55.0 51.3 +55.0 55.3 +50.5 -50.5 +45.6 4 s +420 42.0 +38.7 38.7 19-9/16' mN 22-11Z 3 +55.0 40.0 +56.0 -87.9 +65.0 -74.0 +65.0 -64.3 +55,0 56.9 +50.1 50.1 +44.8I -44.8 +40.0 -aau 457 224116' (Equal Ute) +55.0 -90.0 +55.0 -90.0 +55.0 -78.8 +55.0 58.1 t55.0 58.5 +51.1 51.1 +46.0 48.0 +41.4 41.4 mer224/16' +560 31.5 +Sao .72.3 +55.0 41.3 +55.0 55.3 +50.5 50.5 +458 45,8 +420 42.0 +38.7 38.7 under20.1/8' +55.0 -71.6 +55.0 32.8 +55.0 -55.4 +50.3 50.3 +459 45.9 +41.7' -41.7 +319) 38.9 +36,2 -362 20-118"in. 241/2's +55.0 -90.0 +55.0 -825 +55.0 49.5 1 +55.0 -81.6 +55.0 55.4 1 +49.3 49.3 +44.8 44.8 1 +40.0 1 40.0 49" 244/16-(Equal Ust +55.0 .90.0 +55.0 .90.0 +55.0 -76.4 +55.0 -66,5 +65.0 57.0 1 +50.4 50.4 +45.0 45.0 +40.11 4D.1 mer24911V +55.0 41.6 +55D 52.8 +55.0 55.4 +50,3 50,3 +45.9 45.9 +41.7 41.7 +30.9 369 +36.21 36.2 under20-13/16° +55.0171 +55.0 .59.9 +53.3 53.3 +48,5 -48.5 +44.1 -44.1 +40.2 40.2 +37.6 37.6 +34.8 34.8 20-13116' iM1N 255/16" 3 +55.0 +55.0 30.3 +55.0 417.7 +55.0 -60.8 +54.2 54.2 +49.0 -09.0 +44.2 44.2 +40.0 40.025318' 50518' (Equal Uta) +55.0 +55.0 -90.0 a55.0 -75,4 +55.0 -65.7 +55.0 57.4 +50.3 50.3 +44,9 44.9 +39.9 49.9 25318' +55.0 +55.0 -59.9 +53.3 -53.3 +48.5 405 +44.1 44.1 440.2 40.2 +37.6 37.6 +34.0 34.0 under2415/16° +55.0 -56.0 +43.8 418 +41.9 41.9 +39A 3tal +36.D -36.0 +32.6 326 +30.0 -30,0 +27,6 17.1 34-15H 6' iM1N 30.1/2" 3 +55.0 -75.0 +55.0 48.0 +55.0 Z7.4 +51.9 51.9 +47.4 47.4 +43.2 ( 43.2 +39.9 39.9 +37.31 37.3 61' 30.9116"(Equal is) +55.0 37,9 +55.0 -75.8 +55.0 56.6 +55.0 59.7 +53.5 53.5 +48.]E40.2 a93,9 -03,9 +39,9 39.9 o�er304/16' +55.0 -67.8 +55.0 59.9 a53.3 53,3 +48,5 48.5 +44.1 -0 .1 +4D.2 +37.6 37.6 +34,8 34,0 under 253/4- +54.7 54.7 +41.2 41.2 +40.li -00.3 +37.8R4& -Me +31.3 +28.9 .28.9 +26.5 -20.5 25314- itw 314/T 3 +550 -720 a55.0 532 t55.0 -55.7 +50.5 M+44.1 46.1 +41.9 +39.0 39.0 +38.3 36.3 63" 31.9115' (Equal His) +55.1) 33.9 a55.0 -71.7 +55.0 54.8 +550 52.4 +47.9 +43.3 43.3 +39.7 49.7 mr 31-9116- +55.0 -67.8 +65.0 59.9 +53.3 53.3 +48.5 441 +40.21 40.2 +37.6 -37.6 +34.8r-25+8 under 293/4- +513 -53.3 +39.7 30.7 +39A 39.1 +38.7 36.7 +33.4 .33.4 +30.3 40.3 +28.0 -28.0 +25.829314' lhN 36.11V3 +55.0 51.0 +52.0 .52.0 +48.2 48,2 +",0 44.0 +40.1 40.1 +37.0 37.0 +34.1 34.1 +31.473' 364/16'(Equal Ule) +85.0 -68.3 +55.0 Sfi.3 +52.1 .52.1 +51.5 51.5 +47.0 47.0 +42.7 -427 +39fi -396 +37.0 ow.r368116' +55.0 -67.8 +550 56.3 1 +52.1 52.1 +48,5 48.5 +44.1 44.1 +40.2 40.2 +31.6 -37.6 +34.8 34.8 under 313/4- +53.3 53.3 +30.7 -39.7 +39.1 -39.1 +36.7 -36.7 +33.4 33.4 +30.3 -30.3 +28.0 -28.0 +258 -25.0 7W 313/4"iMt 39's +55,0 -58.3 448.0 48,0 a45.2 45.2 +412 41.2 +37.9 3T.9 +34.8 34.8 +31.7 -313 +29.5 -29.5 39-1/1V(Equal Ute) +55.0 42.5 450.8 50.8 +4B.3 -06.3 +45.2 -05.2 a44.2 44.2 +40.3 40.3 +37.7 -37.T +34.9 34.9 1g, lo-lipdimenslons for range Windows shown. For in lNndawe or buck dlmenslons, 6ubWot 1'. 3Owrdll sash suaht- For clear daylight height, subtract 3-9/1V. 3 Size range Includes me standard Pro-Vlew (3oAer-2 configuration) rw the Shen Window Height. For aerall sash width, subtmet 2-15/16' from the buck dimension. WINDOW HEIGHT- SASH TGPI F R' Monolithic Glass Types A 1/6'Annealed S IWTampered C 3116'Annealed D 3116' Tempered E 1W Annealed F 1W Tempered Insulated Glass Types 0 1/e° Annealed, V4' Airspace, 118" Annealed H 3116'Annealed,3A6°Afmpace, l/e'Annealed I 1/8- Tempered, 1M° Airspace, 11W Tempered J 3116- Tempered, 3116' Airspace, 1/8" Tempered FIOUREk SASH CROSS SECTION (What MONOLITHIC GLASS) VISIBLEUGIn SASH HEIGHT jI HEIGHT SASHHEIGHT-3911C NOTES 1) USETHIS TABLE FOR ALL WINDOWSWATARE GLAZED WITH Ile ANNEALED GLASS (TYPE A), 2) FOR SnES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH 0R HEIGHT DIMENSION SHOWN ON THE TABLE. PRODUCT REVISED as plying with the Florida euildie9 0 NOA-Na. 17•0870•02 0+phanoa Dote 09/01=21 Y L] O o �zg C to O 9N Om loa C) I L O 9 Fa I LJ6 ora Q WUm 0R6 F Z v Z O =N Fa .0 ca oZas Q 1 J Co O w W Z lo'es ® N € W K 0OIL Z a p a s G Z CJ Z QO 0 n� W = :' o U) 1, Maximum He°ght, Sash Heighla (see Figure A. This sheet) Design Pressure (lbsltt) for Glass Type B -J, Fin $ Flange Frame Maximum Window Width' 19-1/8" 261/2" 33" 37'1 41" 45- 49" 53-1/9' 23" 119/1E(Equal Lite) +55,0 90.0 +55.0 .90.0 .55.0 90.0 t55.0 .90.0 +65.0 -90.0 .55.0 -90.0 +55.0 50.0 +55.0 90.0 underl&9l16" +65.0 .90.0 +55.0 .90.0 +55.0 50.0 +55.0 90.0 +55.0 .90.0 +55.0 -84.3 +55.0 -78.0 +55.0 37" 189/ifi" (Equal Llfe) +65.0 .90.0' +55.0 -90.0 +5&0 Sao +55,0 .90.0 .55.0 .90.0 +55.0 90.0 +55.0 -81,1 455.0 -T3.4 o�er1&9/1fi" +55.0 -90.0 .55.0 90.0 +55.0 50.0 +55.0 .90.0 +55.0 90.0 +55.0 -84,3 +66.0 -78A +55.0 -72.9 under 15-718' +65.0 90.0 +55.0 90.0 +55,0 -sail +55.0 .90.0 +55.0 .88.5 +55.0 -81.8 +55.0 -75.0 +55.0 68.5 15-7/B'Nm 19W16"e +55.0 90.0 +55.0 40.0 +55.0 -SDo +55.0 .90.0 +55.0 90.0 .65.0 .87.9 +55g -78.8 +55.D -712 383/8" 19-1/4"(Equal ❑le) +55.0 90.0 +55.0 90.0 +55.0 50.0 +55.0 .90.0 +55.0 .00.0 455.0 67.9 +55.0 -78.0 +55.0 -712 over 19-1/4" +55.0 90.0 +55.0 -90.0 +55.0 90.0 +55.0 .00.0 +55.0 .89.5 +55.0 -81.8 +55.0 -75.0 +55.0 68.5 under199/16'• +55.0 90.0 +55.0 90.0 +55.0 40.0 +55.0 66.5 +55.0 60.2 +55.0 -73.2 +65.0 56.3 +55.0 -M.7 19-9/16' thm 2241T a +65.0 90.0 +55.0 40.0 +55.0 90.0 +55.0 90.0 +55.0 .89.1 +55.0 -78.5 +55.D -70.0 +55.0 -63.0 229116" (Equal Lite) +55,0 90.0 +55.0 -9Q0 +55.0 90.0 +55.0 90.0 +55.0 69.3 +55.0 .-78.5 455.0 70.0 +55.0 63.0 mer22-9/16' +55.0 50.0 +55.0 40.0 +55.0 90.0 +55.0 .85.5 +55.0 A9,2 +55.0 -73.2 +55.0. 66.3 +55.0 59.7 under201/8" +55.0 90.0 +55.0 90.0 +55.0 66,0 +55.0 -81.8 .55.0 -75.7 +55.0 69.2 +55.0 .62.8 +55.0 57.7 20.118" tim 24-12' s +55.0 90.0 +55.0 90.0 +55.0 40.0 +55.0 90.0 +55.0 -84.8 +55.0 -74.2 +55.0 65.9 +55.0 -59.1 49 249/16" (Equal Lite) +55.0 90.0 +55.0 50.0 +55.0 90.0 +55.0 40.0 +55.0 94.8 +55.0 -74.2 +55.0 -65.9 +55.0 59.1 o1er24A/I6" +55.0 .90.0 +55.0 40.0 +55.0 56.0 +55.0 -81.8 +55.0 -75.1 +E5.0 69.2 +55.0 -62.8 +55.0 57.7 under 2043116" .55.0 40.0 +55.0 90.0 +55.0 635 +55.0 -79.1 +55.0 -74,0 +55.0 .87.3 +55.0 .61.9 +550 -56.8 2043/i6"thm 255/19" +55.0 90.0 +55.0 90,0 +55.0 90.0 +55.0 -90.0 +66.0 .83.2 +55.0 -72.1 +65.0 64.5 +55.D 57.8 565l8" 253l8' (Equal tile) +55.D 90.0 +E5.0 90u +55.0 90.0 +55.0 50,0 +55.0 -83.2 +55.0 -72.7 +55.0 64.5 +55.0 57.8 over 253l8' +55.0 .90.0 +55.0 90.0 +55,0 43.5 455.0 -79.1 +65.0 -74.0 +55.0 .87.3 +55.0 61.9 +55.0 56.8 under 24-16/78'• +55.0 .87.9 +55.0 -75.6 +55.0 65.7 465.0 62.3 +56.0 60.0 +55.0 58.5 +53.2 53.2 +49.6 -0 X 34-05r16' lhm 30.1/2' o +55.0 -87.9 +55.0 -75.8 +55.0 -74.1 +65.0 .74.1 +55.0 -74.1 +65.0 65.5 +55.0 57.5 +51.1 51.1 61" 3D8/1fi'(Equal Llte) +55.0 .87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 65.5 +56.0 57.5 +51.1 51A oler309/16'• +55.0 •87.9 +55.0 -75.8 +56.0 .74.1 +55.0 -74.1 +55.0 .74.0 .56.0 65.5 +55,0 57.5 +51.1 51.1 undar253/4' +55.0 63.9 +55.0 .71.7 +55.0 520 +55.0 59.9 +55.0 57.8 +54.5 54.5 +51.3 51,3 +48.3 46.3 25314' Ihm 31-112" ° +55.0 .83.9 +55.0 -71.7 +55.0 69.4 +55.0 69A +55.0 69.4 +55.0 64.6 455.0 50.5 +50.2 50.2 63„ 319li6" (Equal Llle) +55.0 -83.9 +55.0 -71.7 +55.0 69.4 +65.0 69.4 +55.0 69.4 +E5.0 64.5 +550 56.5 +50.2 a .2 owr31-9/16" +55.0 63.9 +55.0 - 11.7 +55.0 69.4 +55.0 69.4 +55.0 69.4 +56.0 64.5 +550 58.6 +502 50.2 under293/4" +55.0 68.3 +65.0 56.3 +52.1 S21 +51.5 51.5 +61.5 51.6 +51.5 51.5 +50,0 50.0 +48A -46.4 293r4" thm 3B-1/2" s +55.0 68.3 +55.0. 56.3 +52.1 54.1 +51.5 51.5 +51.5 51.5 +51.5 57.5 +51.5 51.5 +46A 46.4 73 368/16"(Equal Lite) +55.0 aS.3 +55.0 56.3 +521 52.1 +51.6 .61.5 +51.5 615 +51.5 51.5 +51.5 1 51.5 +48.4 46.4 Cwr36Vl B" +55.0 58.3 +55.0 J 58.3 +52.1 52.1 +51.6 51.5 +51.5 51.5 +51.6 ZIA +51.5 51.5 1 +48A 1 46.4 under 313/4" +55.0 625 +50.8 I 50.8 ♦46.3 48.3 +45.2 55.2 +45.0 -45.0 +45.0 -45.0 +45.0 45.0 +45.0 -45,0 78" 313/4" thm 39" ° +55.0 62.5 +50.8 50.8 +46.3 46.3 +45.2 45.2 +45.0 45.0 +45.01 46.0 1 +45.0 1 45.0 1+45.01 45.0 39.1/16" (Equal Lite) +55.0 62.5 +50.8 50.8 +46.3 45.3 +45.2 45.2 +45.0 -45.0 +46.01 45.0 14460 1 -05.0 1.45.01 45.0 r np4o-Up dimensions for Range Wlndoxs shown. Forts Windows or buck dimensions, sublrast 1". a O,erall sash height. For clear daylghl height, subtract 3-2(16". AS¢e range Includes the standard Pro -View (3o ve 2configuration) for the glen Window Hdight. For overall sash Wdlh, subtract 2-15MT tom the buck dimension. WINDOW HEIGHT- SASH HEIGHTCPN NOT EXCEED 5]'. TeBI P> Monolithic Glass Types A 11B"A-mmled B 118" Tempered C 3/16"Anneead 0 3/16"Tempered E 1/4"Annealed F Ile Tampered Insulated Glass Types G 1!e' Annealed, 1/4" Airspace, 116" Annealed H 3H6"Annealed, 3/16" Aimpace, 1/8" Annealed I 1/8-Tempered, 1/4"Almpace, 118' Tempered J 131161 Tempered, 3/16" Ahspace, 118' Tempered FIGURER E ORO53 SEC (WITH I.G. G MESH HE SASH HEL SASH IT NOTES 1) USE THIS TABLE FOR ALL WINOOWS THAT ARE GL OWMH GLASS TYPES B. J. NOT APPLICABLE WITH 11W ANNEAL-ED GLASS (TYPE A). 2) FORSIMS NOT SHOWN, ROUND UP TOME NEXT AVAILABLE WIDTH HEIGHT DIMENSION SHOWN ON THETASUL I O 'oN F- axa J B. O Fa- m Z ! +v5 3 U) Z A-S Z cD 3 0 c:. � II, JaP111Y N r rplo� . LY * No. 58705 '. o' G ATE2 r v:4o TONAL "LL A LYNNNN Mn1ER, PS. i OPTONALPDDON 13 INSTALLATION FLANGE®HEAD, OPTION( EDGE `Slua.IAMBS CURVED HEADER DISTANCE INSTALLATION INTO WOOD M SEE NOTE 2, THIS SHEET. EMBEDMENT T p- -LIA-MAX• SHIMX M TYRANCHORTYPE, L4s5- L -i VISIBLE LIGHT HEIGHT BUCK EXTERIOR SIGH I _L VISIBLE LIGHT HEIGHT 2254' SEENOTE2, T ISSHEET. PERSUBSTRATE, SEETABLES,TIIS SHEET. INSTALLATION OPTION 1 STRAIGHT8F-4DER INSTALLATION ONTO WOOD YX. NO ANCHORS REQUIREDATHEADER. 012UEEL � SELF -DRILLING SMS (GS), SEE TABLE SHEET SHEET USE EN1tER INSTALLATION LATCH in 29)OR E BOTTOM LOCK OPTION pil).TESTED INSTALLATION UNITLOCARDIA ANCHORS Saw FROM DIRECTLYINTO VENT END. METAL. - CONCREMCMU EMBEDMENT PERANCHOR REQUIREMENT T- IWMAX EDGE SHIM DISTANCE TYP.ANCHOR Y-E, EMBEDMENT ANC EDGE DISTANCE PER SUBSTRATE, . SEE TABLE S. THIS SHEET. INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1/4'MAXSHW CONCRETEICMU PER ANCHOR REQUIREMENT TYp ANCHOR ' TYPE EMBEDMENTAND ". EDGE DISTANCE PERSUBSTRATE, SEE TABLE 5. 1 ' THIS SHEET. 43 �� 64 I EXTERIOR VISIBBUCKWIDTH BUCK WIDTH TIP.TO-TIP WIDTH HORIZONTAL SECTION A -A Anchor Group Anoh.r - Subs4ate Min. Edge Distance Min. Emhatlmanl A AH2 Steel SMS Screw (G5) P.T. Soulhem Pine(S3,55) 8116' law muminlm,,G0 75 min. 31W 1/0' Steel Stud, GT. 33 m1n WIP DOM RD Ga) A36 SIeei VIP Doms(20 Ga) B 114- Steel Ulhaeun P.T. Soulhem Pine (SG .55) 1' law Comte (Mn. 2.8 on) 1' (SIB" Ungmutell CMU, (ASTM G80) 2AIZ 1414' C 1/4'410 SS CMMMAX P.T. Soulhem Pilo SSG-.55) 1' iSIS' Conorelemin. 3.35 X.H 1' la4' Ungreutetl CMU, (ASTM CA 2-U7 14/4' (EMBEDMENT EDGE DISTMJCE J_ INSTALLATION OPTION 3 INSTALLATIONANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EGRESS FORMULAS (EQUAL-LITE) WIDTH:TIP-TO-TIPWIDT1.4- HEIGHT: TIP -TO -TIP WIDTH2-GZHHP 4' �° DADEAPPROVEDMULOON, ALUMINUM,STEELFPAWNGOR EXTERIOR 1) MERE SUBSTRATE CONDRIONS REOUIREANCHORAGE FROMMORETHAN ONE OF THEANCHOR GROUPS 11 STEEL STUD. SEE SUBSTRATE TT"TI ABOVE, CHOOSE THE ANCHOR GROUP OFTHE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL - PRODUCT REVISED PROPERTIES, TABLE S, THIS SHEET. <J 2)ANCHOR MUST EXTEND A MINIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3)FOR STEEL STUDS, MIN. FU-45 Mi. MIN FY-33 KSI. o PIin9 With the Florida Bulldi., Code NOTES NOA-N.. 17-0630.02 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE OF THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON MY SIDE OF THE WINDOW. EaplraOen Dote 09101 /2021 J, 2) MASONRY ANCHORS MAY BE USED IWO WOOD AS PER TABLE 5, THIS SHEET. ALL WOOD BUCKS LESS THAN I-1R' THICK ME TO BE CONSIDERED IX INSTALLATIONS. M�am-Da rotlud Confro J 1XW0OD BUCKS ARE OPTIONALIF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. MOD BUCKS OEPICTEDAS VARE 1-12'THICK OR GREATER IXAND a BUCKS , (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOCD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBIUI Y OF THE ENGINEERORARCHITECTOFRECORD. 1 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO J yLYN // ftaWlam REFERRED TO AS DAYLIGHT OPENING) IS .....NM� MEASURED FROM BEADING TO SEADWG. / L 1/E'MAXSHIM VCENSf :� Q; ' :�X" : UPDATED TABLE 5. NOANCHORS •. fi CONCRETEPER REQUIRED IN • ANCHOR FUWGE REOUIREMEW FRAME SILL - _ n,' •, •�• ,_ , VERTICAL SECTION B-B * ; Na. 58705 L. r�` w� o s1Mn�Nuw msu m P.E. CERT.OFAWH.Y28298 IF- P E FRAME INSTALLATION DETAILS I J ROSOWSKI I Irue: am SH WINDOW INSTALLATION 05/11/11 NTS 4OF8 Q INSTALLATION DETAILS FOR FIN FRAMES INSTALLATION OPTION 5 CURVEDHEADER EDGE INSTALLATION DISTANCE ANCHOR(SCREW) THROUGHTHEFIN ^EDGE 61 1AM' 1 L. M.LBLE LIGHT HEIGHT r 4G III( E%TER100. 2.T51' BUCK HEIGHT 2254- TYP. ANCHOR TYPE. EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE. SEE TABLE 6, THIS Si INSTALLATION OPTION 6 INSTALLATIONANCHOR (NAIL)THROUGHTHEFIN L VISIBLE LIGHT' HEIGHT SEE NOTE 2, THIS SHEET �1 EMBEDMENT TYR ANCHOR TYPE, EMBEDMENTAND EDGE EDGE DISTANCE EDGEDISTPNCE TYRANCHORTVPE,EMBEOMENTAND DISTANCE --I L,.� 1IVMAXEHIM EDGE DISTANCE PER SUBSTRATE, SEE I 1/4•MA)(S11IM TYP.ANCHORTYPE, TABLE B. THIS SHEET EMSEOMENTAND EDGE 2XWOOD, OISTANCEPERSUBSTRATE, EMBEDMENT SEENOTE2, SEETABLEDTHISSHEET. L- THISSHEET HORIZONTAL SECTION C-C EDGE ?X WOOD, 6 bEE NOTE 3, DISTANCE Q THIS SHEET 26 60 40 27 EDGE 2 0 DISTANCE EMBEDMENT 1/4-MAXSHI� L 4 TYRANCHORTYPE, EMBEDMENT PND EOOE DISTANCE PER SUBSTRATE , INSTALLATION SEE TABLE fi. THIS SHEET. INSTALLATION OPTIONS OPTION E 6TPAHGHTHEADER N ANCHOR(S) INbigLIATION ANCINSTALLATION TMROUGHTFIFFIN (NAIL)THROUGH THE FIN II�— ---I F-- EDGEDISTANCE MULLION SECTION INSTALLATI OPTION i INSTALLATIO ANCHOR(SCW THROUGH THE P10 STEEL SELF-0RILUNG SMS(GS) " EX ALUMINUMAITEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. NOTES r 1/4-MAXSHIM 1) USE ONLY SUBSTRATE 14 APPROPRIATE ANCHORS LISTED ON TABLE 6 OF THIS SHEET. FOLLOW EM54DMEWMD EDGE C EDGE DISTANCEUMILS.ANY _ DISTANCE INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE EDGE WINDOW. DISTANCE .D 2) 2X WOOD FTLAMING OR BUCK pp (-� EMBEDMENT 1-12'THICKOR GREATER f: 2XWOOD. SEE NOTE 2, THIS SHEET 1 3) "BIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT VERTICAL SECTION D-D 55NDIN4oilo SEADINGOFROM VISIBLELIGHTWIDTH BUCKWIDTH - OADE ROVEOMTIL VERTIC VERTICAL M WAI-MAX MAX SEE SUBSTRATE 1/4• SHIM. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. EXTERIOR Of V WITH FIN REMOVED TABLES: EXTERIOR Anchor SYbsVam Min. Edgo Distance Min. Embedment 2-1/2' x.113" Box NMI P.T. Southern PIRS(SG =.55) 112" 2-7/16" 2-1/2'X.131"Common Nell P.T. Southern Pine ISO-.55) 9/16' 2-7/16" 2-1/2" X.14S Roollng Nall P.T. Southern Pine (SG =.55) 0/16' 2-7/16" #10 Steel EMS So. (G5) P.T. S.Mhem Pine(SO -.55) 314- 1-Val Aluminum. BDB375 min. 31W Le' Steel Sigq Gr. 33 min. XB" 0.038 A36 Steel 3/8" 110, IMI 45MiV IN INr1CAVa CCi VIVY µT MYIPl ]UW IIW IG UI MIN. 2)FORSTE STEEL 2) FOR STEEL STUDS. MIN.FU=45 KSI, MIN FV=33 KSI. ;1Y LYNN,yi °� ' VICENSp •. �(� �� P; RavTs!=n: ND.5BTG5 ' i._+Vi IL—j - Deacrlp6Pn EDGE DISTANCE WOOD, SEE TE2.THIS EMBEDMENT INSTALLATION OPTION 6 INSTALLATION ANCHOR (NAIL) THROUGH THE FIN EGRESS FORMULAS (EQUAL-LITE) WIDTH: BUCK WIDTH-w HEIGHT: BUCKHEIGHT2-S13.Me' VISIBLE LIGHT FORMULAS (EQUAL-LITE) WIDTH (SASHA BUCK WIDTH-4-1/16• WIDTH (FIXED} BUCK WIDTH-3- HEIGHT: (BUCKHEIGHT-6-1/16')/2 PRODUCT REVISED us plyon9 with the FIorIEa Building G. dO NOA-NP. 17.0630.02 BXPMallon Cato 0910112021 �T 1070TECHNOLOGYDmVE FIN FRAME INSTALLATION DETAILS r:'r„ N. VENICE. FL 34275 M.: SH WINDOW INSTALLATION Sui /Yedek Smb: ST..N 1 SH-200 NTS 5 OF 8 J ROSOWSKI act... 05l11l11 Rec. 1200-01 D m,.iss, sun Helene Y ^ Wntl'� T�V z % m ffi$ m 3 m x Z g S se ow Ilea FlBNm A. NIa sbNl zdm @S T miss, 3 S E 3 f 3 i f 3 S 3 5 is 0 6 m ]T 16L1F and. 9&ve• 1s12•U t9lu' .0 45- 1B m16'I 22d/16' awe aB• 20'1/6. 11 ��• xS3'6•IEmvI LNq 2 1 2 2 2 2 "' ..1(r Mearl LL) 1 x 1 3 1 x] 1 2 1 2]] 1 x 12 1 2 12]] 1 x 1 x 1 2 1 x 1 x 6]' T9• 3eeMV(I W) 12 1 2 2 2 2 2 1 2 1 2 2]] 2 2 1 1 1 2] I 9 1 2 1 2 1 2 s .w WI- 2 2 2 2] 2 2 2 2 2 2 3 2] 2 2 1 2 1 23 1 9 1 2 1 2 1 2 2 nM 3"'- ] 23 2] 2 3 2 3 3 9 3] 2 3 2323 23 2 1 3 2 Tfi' 31V4-uu3Yr ] 23 23 23 23 x 3 23 23 23 1 3 23 23 1 2 TtpbBpdmenalalls ferflarig induss them For Euck Amensims, subtract 1'. ' Ouaall sash height. For clear daylight height. subtract 3-0/16'. ' She range ircludes the standard Pig -Vim (3aler-2e ff,;Uratloo) kT Me given Window Height. 'MI ref e. is -Meeting Rae. For overall sash Vddth, m5trdcl2-f5TO' flan Me blink direenslom WINDOW HEIGHT -SASH HEIGHT CAN NOT DOCEED 53'. 1) USE THIS TABLE FOR ALL FLANGED WINOOWS PIER THE ELEVATION ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO T P. 2) FOR FIN FRAMED WINDOWS. SEE NAIL PATTERN ON SHEET 1. 3) FOR SIZES NOT SHOVM, ROUND OF TO THE NEO AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THETASU. 4) REFER TO TABLE B. SHEET 4 FOR ANCHOR GROUP DESC"TIONS. tOM fM / FORGED y FLANGED WINDOWSOWSWITH ACUINED HEADER. AN HEAOERAL ADDITIONAL ANCHORIS REC T TH ENTE EHEAROF THEHEADER. as PRODUCT REVISED Bulltling CoJnwith tho Florida NOA-Nm. 17-0630.02 Baplration Dato 09/0112021 TABLE 7. ,I. it 0 3 0 n Y m O VISIBLE MGHi SASH HEIGHT HEIGHT N O o Z SASHHVGHT L]Um � Fzv O 9N oZ nNn DO LL Z I'M ®� U S U) 3 rn O Z Z < w„ O = Z Z 3 O g siauai A:SASH CR059 SEOLIIURMCGI Z Q U) TIi =` l;- MONOIFIHICGtA55) •rt2 �+md metre * f N0.58705 90' COR FRAN ASSEM 1' WEPP NOTCH ® EACH END ANGLED/CURVED FRAME ASSEMBLY ASSEMBLY DETAILS FOR FLANGE FRAME 1ANERED GI/SS I (CORNERS T¢MPERPDGLASSR I r Al GLASS eftE III S GLASS SIITE �I 90'CORNER FRAME ASSEMBLY t•w1 NOTCH® EACH END ANGLED/CURVED FRAME ASSEMBLY MESW FIAR — 9 SCNEWBOSSES ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL 1?NOM. 1Q'NOM GLASS STACK GLASS STACK ' 1H'AIRSPACE SH6'AIRSPACE t/4'ANNFALEOOR ---1 1R'MINEALEDOR S/18'ANNEALFD OR TEMPMEDGLASS I TEMPERED G1A33 IMANNEALEDOR TEMPEREp GLV53 IWANNEMFp OR 42 (11r, 0/0•NOM TEMPERED GLASS TEMPEREDGLASS 4S W 43 li4 N GLA5501TE GLASS DITE 1/8' GLAZING DETAIL 3/16' GLAZING DETAIL 1/4' GLAZING DETAIL GLASSTYPESAIIB GLASSTYPESCSD GLASSTYPESEOF SILICONE A ELT BUTYL 1/4'NOM. SMSIL CO STRUCTURAL 3/1G NOM. POLYISCSM IE WOHDESIGCAEXT.GLA53 EXi. GlAS3IX 1/2' I.G. GLAZING DETAIL 1/2' I.G. GLAZING DETAIL GLASSTYPESG81 GLASSTYPESH84 }^ 0S c! w p 6m .rcN ScScnn zm i'u € U ua� O •wa n Y p ' o Na _ N 0 ao (WBm Za{ G � Z 'JMO j.l ..O �zm ogm O ® (7 F I"46 ry� _Z JIS Z •iws lb � uj 3 O En Q N I #, ND.58705 '. * `TNT. GLA59 `TNT. GLASS `WP.GLA33 INr. Goss NAL ENO• Q KODISPACE 4SG TIPS Q SUPERSPACEONXTTM QDURASEAL®SPACER QXL EDGEMSPACER ALVNN HILLER P£ MUMS Item # PGT Dwg. # PGTPart# Description 1 2703E 62703EW Flange Frame Head 2 27518 62TSIEW Flange Frame Sill 3 2781 02781 W Flange Fame Jamb/Curved Header 4 2713 627135W Integral Fin Frame Head 5 2714E 62714EW Integral Fin Frame Sill 6 2782 627UW Integral Fin Frame Jamb/Curved Header 7 2706 62706DW Sash Bottom Rau 6 2707 62707CW Sash Tap Rail 9 2739 62739W Fixed Meeting Rail 10 2709 62709CW Sash Side Roll 11 2740B 742740AW Sash Bottom Lock - 12 2785 62785W Sash Stop 13 134 66815 Addon Flange 20 1226 61226DW Vinyl Bulb, Flex PVC 70 21 1662C 715020W Head/SIIIGasket,. Polyefhelyne 22 1270 7PAD118 Open Cell Foam Pad 23 2772 72772SHK Fixed Meeting Rail Plug Casket, Rigid PVC 24 406B 54086G Ws1p.,187 X230 Fin Seal 25 2784 72784W jSQSh Side Rail Gasket, Polyefhelyne 26 1078 7121UM 19alance Take-out.Cllp 27 Varies per Size Balance 25 2711 42800W sh BaCam, Nybn 29 Was 71096W ISweep Latch, Zinc 30 1016 7858V W 148 X.625 Ph. FI. SMS Latch Screws 31 1267 71267N ISelting Block 1/8' x 1/2' x 1", EPDM 32 See Sheet 7 for Materials Kommeding 4SG TPS Spacer System 33 Ouanex Super Spacer nM with Hot Melt Butyl 34 QUanex Dumseal 35 Cardinal XL Edge Spacer 36 Sash Bottom Lock Spring 37 Screen Cloth, Fiberglass 38 Dow Coming 899 Silicone Glazing Sealant 40 1625 61825E Glass Bead (1/e"Glass) 41 2719 62719D Glass Bead(3/16- Glass) 42 1263 612638 Glass Bead(1/4' Glass) 43 1253 BVT40B Glass Bead (I.G.) 50 781PQA #8 X 1" QUAD Pn SMS 51 761PSTX #e X 1" Sq. Pn Twin Fast SMS .410 S.S. 52 1184 78ILHPQA #8-15 x 1 LH TWinlast Screw Zinc 53 lies 781LHPQX 48-15 x 1 LH TWintasl Screw Zino(S.S.) 54 78XIPFTFUA #8 X 1- Ph FI clout SMS 78XIFPAX #8 X 1- Ph FI -Stainless Steel VW Annealed or Tempered Glass Still" Annealed or Tempered Glass t 114' Annealed or Tempered Glass 1/8'-1/4' Air -11W An. or Temp. LO. 3/16"-3116'Air - 1/8' An. or Temp. I.G. Imo_ 2A00' r A6r SOT S69• 0or .oar 1 OFLANGE FRAME FEPD 600-T6 ALUMINUM (D FLANGE FRAME SILL 6063-T6ALUMINUM 139' MW - Car 2.6eM 1 1 2600• I s0o• F- — �� 062• J 050' FLANGEFRAMEJAM6! O9 CURVES HEADER 6063-m ALUMINUM 3.056• 322v 1 a62• I .976' A50'+-{ 2A00• A5 1 1.220• i.iW .975• L L A62.1 050' 20s6• OSP 0INTEGRAL FIN FRAME SILL iNTEORAL FIN FRAME JAME! 6063-TSALUAINUM OB CURVES HEADER 6061T6 ALUMINUM T2.000• 9er I 11,25- A50 A6T Saw .062' .062• I1 .oar OIMEGRAL FIN FRAME HEAD 6001T5 ALUMINUM �maj P —�-II-- 0e2• 1.807' 1.698' Ofi2' Cam, Isar 062• 'i� .Oar .9T6• j .800• 1- 4 1.010• SASHOOTrOMIO 6o6 TB ALUMIN ML 1 6063TW 6AMNUM O66N M]Ta PVJSASH TOP PAIL WL a6r 865' T 1 1I� PRODDCT REVISED ASp' 1d0T .039' .626' �1 1 050` DlCln9 NM1 Ne Floaitla e7,` 1 i 60"0 GetleW -1' NOMNo. 17-O630.02 1d5T .-� T EZPin0an Sale 0910112021 06SASH WOP 13 I ey ADOON FLANGE f0 606}T ALUSASH SIDE MINUM 11 6061TBALUMINUMK�L 12 6063T5ALUMINUM 13 6063-76ALUMINUM Mlam-Sn Pm LENNO. 5870 `/�g paaarauw Om.n ey -0 K 1070TECHNOLOGYSRIVE BOM & PART DETAILS J ROSOWSKI i] •., bl ��-••• N. VENICE, FL U275 O a A7E0 47¢ (SIH480.16u0 VS.: nal.: 103].' G,�=; SH WINDOW INSTALLATION 05/11/11 Aialm"m s.,r.,1u,er: s..I.: sn..e ryo.in9 Na aw A L4REWS8O2, F.E. SH-20O NTS 8OF8 MD-SH2O0-01 D P.E#59]05 CERT. (IFAMH. #29396 •ONCKED FASTU!77: ^'=TTACHMEM ]ESE PLANS AND ALL PROPOSED WORK ARE THE RESPONSIE!ITTY OF THE PAE SUBJECT TO ANY CORRECTIONS CONTRACTOR OF RE REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO MIAMI-DADEM COMPLY WITH ALL APPLICABLE CODES. mmmw DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 1070 Technology Drive North Venice, FL 34275 LUC� ��'� RUIL 1�1�28i� AiNIFR'ED FOR CON iCE DATE OR NO INSPECTION WILL BE MAUE. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 w .miamidade.¢ov/economv SCOPE:. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). 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 "PW-220" Aluminum Fixed Window —NJ. APPROVAL DOCUMENT: Drawing No. MD-PW220-01 titled "Fixed Window Installation Guidelines", sheets 1 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., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. IJABELING: 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# 16-0505.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No.17-0614.05 / Expiration Date: August 18, 2021 /elok I Approval Date: October 12, 2017 I ' % Page 1 l®R PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. Il-0509.02) 2. Drawing No. MD-PW220-01 titled "Fixed Window Installation Guidelines", sheets 1 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 Mo.11-0509.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'b Edition (2014) and FBC-6'b 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. Plasencia, P.E. Pro,duct Control Unit Supervisor NOA No. 17-0614.05 Expiration Date: August 18, 2021 Approval Date: October 12, 2017 I %oa-o i �-( PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6' 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 Proposal91372B 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. Pro d�a 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 61'TIP-TOSIP WIDTH fi0'BUCKWIDTH — 1) THIS PRODUCTHAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THEFLOROABURDING MOE, 68d 1T INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HYHZ). VISIBLE LIGHT WIDTH 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. tMK 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-BADE COUNTY APPROVED MASONRY ANCHORS. B MATERIALS USED FOR ANCHOR EVAWATIONS WERE SOUTHERN PINE, ASTM C9D CONCRETE MABONRY UNRS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 3. A 4) MASONRYANCHORS MAYBE USED IMOMOD AS PER TABLE S, SHEET 3. ALL MOD SUCKS OTLY7THAN BTATE. ARE TO BE CONSIDERED 1X INSTALLATIONS.MEI-THIC WOW BUCKS ARE OPTIONAL UNIT IS INSTALLED SUBSTRATE. WOOD AUL BELYTO BUCKSDEPICTEDASTHES1-1T"UR5. RGREATER.IX C USED) SHALLBEBILITYODTO PROPERLY SIGNDDINSTL(AMEN STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE PESPONSIBILITYOFTHE ENGINEER OR T OF } RECORD. ARCHITECT OF RECORD, ARCHITECT QC- 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT 16-MAX QC- / LENGTH AS SPECIFIED ON TABLES 384. SHEET 384. NARROW JOINT SEALANT IS WED ON ALL FOUR CORNERS OF THE FRAME. LE iuFTel I 4TInN 4Nnun.l FHIN II D RE SEALED. OVERALL STRATEGY FOR WATER RESISTANCE OF 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLEOPTR SFERRINOAPPLIEDLOADS.WWDBUCKSBYOTHERS, MUST BE SUFFICIENTLYANCHOREDTO RESISTLOADS IMPOSED ON THEM SY THE WINDOW. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCNRALYEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300, B, PC.SITNE DESIGN LOADS BASED ON WATERTEST PRESSURE, STRUCTURALTESTPRESSURE. FRAME ANALYSISANQ GLASS PERASTM E13M C. DESIGN LOADS ARE BASED ON ALLOWABLE STREBS DESIGN,ASO. 6) THE ANCHORAGE METHOD$ SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TOWS REWIRED DESIGN PRESSURE. THE 33 93%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OFANCHORS IWO WOOD. ANCHORSTHATCOME INTO CONTACT WRH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BULDINGCODEFORCORROSION RESISTANCE 6)REFERENCES, ES EPORTSFTL U:ULTMCONNOA ELCOCRETEFLEXNDA:ANSUA WANDSFORWOODCONSTRUMION AND ADM ALUMINUM D ESIGN MANUAL 10) THE 22D SERIES FIXED WINDOW WAS FORMERLY KNOWN AS THE 6000 SERIES (FLANGE FRAME) OR 60H SERIES (FIN FRAME). SHAPES AS SHOWN BELOW OR SIMILAR. MAY BE USED BY INSCRISINGTHE SHAPE IN ABLOCK ANDOBTAIN)NO DESIGN PRESSURES FORTMT BLOCKSM FROM THETABLES ON SHEE72. _ I— WIDTH --I Fw WIDTH --I F - WIDW' F- WIDTH --H 7 T -i T E �� tr - -L 1L J 1 i f~ WIDTH J-I rH- WIDTH' -I F-- WIDTH --i F^ WIDTH T i U =U' Wfj --I WIDTH h- r--� I WIDTH I-- tr I Imo- WIDTH L u u i i WIDTH 1 � F-,= — 60'BUOKWIDTH 565116- ASIBLE LIGHTWOTH 4-M I 1 E6' L BUCK 5'MAX.O.G IEIOM TEMPERED GlAGS MSI L' 6, VISIBLE E EIGH / HE GHT R 97 g6" TIP -TO L BUCK TIP NEALE OC., HE HEIGM AND GLASS I 1 TYR FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO TABLES: WINDOW GLASS OF O.C. SHAPE TYPE TABLE TABLE SQUARE OR RECTANGULAR ANNEALED 1 5 SQUARE OR TEMPERED 2 B RECTANGULAR ARCHRECTURAL ANNEALED 1 7 SHAPE ARCHMEMRAL TEMPERED 2 B SHAPE 4'MPX. 18'MAX O.L., ANNEALED GLASS �-1 5' MAX O.C., TEMPERED GLASS TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) DESIGN PRESSURE RATING IMPACT RATING VARIES, SEESHEET2 NOTRATEDFOR IMPACT RESISTANCE CODES I STANDARDS USED: -2017 FLORIDA BUILDING CODE IFBC), 6TH EDITION •2014 FLORDA BUILDING CODE FSC), 5TH EDITION •ASTME130044 •ANSVAFSPA NDS2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, MW2015 -AISI 810012 •AISOW6 10 GUIDETOSHEETS', GENERAL NOTES.......................1 ELEVATIONS ................ ...._......I GLADNG DETAILS .... ........_.._.2 DESIGN PRESSURES.............._.2 INSTALLATION, FLANGE. ....... ,... 3 INSTALLATION, INTEGRAL FIN ANCHOR SPACING, AN ............... 5 ANCHOR SPACING, TEMP........ S ANCHOR SPACING, SHAPE8._._7 CORNER ASSEMBLY_ ................. B EXTRUSION PROFlLES..._.......__B PARTS LIST..... I .............. _....... ...... a JR 06/06/17 VrVPERFBC 2017. ,2: -,n .l rs.rwd Br: Dou: R4naA: No. SUBS �11^� a.`:�aTi1ln ;D:= GENERAL NOTES & ELEVATION PRODUCT REVISED p1yI. BwHN III. FIPH6a BuUBing CoE NDA-No. 17-0614.05 Ewpimnun D. 8N8/2021 By Mlaml-Daeyvreeuce canwl J 1070 TECHNOLOCI' DIRK TBc °°� N. VENICE FL B427S FIXED WINDOW INSTALLATION GUIDELINES 4/01/11 CERT. OF AUNT, /29296 NTS 1 1 OF 8 0 IaA TABLE 1 PRODUCT REVISED p ong with Ne Plants. Bu1101n8 se Naw-No. 77.0614.05 NOTE lapha8an Date 08/18/2021 1)TIRT0.TIP DIMENSIONS FOR BT FLANGE WINDOWS SHOWN. FOR FIN MI P uct..srol WINDOV/SOR SUCK DIMENSIONS, SUBTRACT I'. 2) FOR SIZES NOT SHOWN, ROUND ❑ UP TO TIE NEMAVFsu9LE'MD1H OR HEIGHT DIMENSION SHOWTI ON ¢ THETA6lE. O O W O TABLE DIMENSIONS MAY EE N BC Z t' ORIENTED VERTICALLY OR �' O J HORIZONTALLY AS SHOWN, LONG & W ❑, 310E a i a _ T� LONG SIDE h } C5 &� TABLES I �� F- Z SHORT 1 pW GO ] N O m SIDE U 2 g Q y 0 L SHOW im J SIDE U Q �- LONG BIDE �i ¢ N ? Z 1� W O SS� SIDE I & O Z 3 1 O a n W W snoRT LL 31DE ® " I�9x a 1' NOM 01AS5 STACK O 12)3/18.OR 114'MINFAI Fn 3/4"NOM. GLASS STACK S�17 XIW OR V4' ANNEALED -a{ -.{ (2)3116'OR 1/4'ANNEALED iiii of *VrNOM. EREDGLASS 4'R: ORTEMPEREO GlA93 OW R TEMPERED GLASS `s o 1]N.. 50705 S = _ 1" I.G. GLAZING MONOLITHIC GLAZING DETAIL DETAIL FLANGE OR 3/4" I.G. GLAZING DETAIL FLANGE OR INTEGRAL FIN FRAME INTEGRAL FIN FRAME FLANGE OR INTEGRAL FIN FRAME ,S/ONAL' 1EN�� (FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) (FLANGE FRAME SHOWN) wL]/f/1: {Al1FR, PE REANIMS i/10'ert(4•gnnaNS GIN., MonoSNlF arBnuWW paolgn PreeBure (psQ foiell Fume Types NI Franc SInp00 Lap 9idom 9.665 SY 5]' 80` BY 85 BS' iS IS' BY BI• 80' Bd ffi +F .3 r/- - 9,6 -6B. ♦-�. - 0, +/-8].9 r 51.0 q-0&J +h 85.B /-&aABBqal-eS.B H-B54 N-80.8 N-&.1 al-BASal-B2.8 +/-R.] aF61.f1 q-61.2 a/.6p,)6R4' a/-93A +1-81.Bm./-SA]F50.0 +/-SiBaAi&9F60,4 d26'a/.Y9a/-.H9 N-6].6 N-S)AN-SGSN-59.0 a/-992N-511H-525aF19.B Jai 628" r/. S6.tq-556 +/-,8 H-61.1A93.9 N51.5 +/-48.5 aM].8aF18.8Nd]2 8al-5]]aL6J,R N-52.9 N-51.8+1-W8H-0.8aFHfiaFJB.B +F3&0 B�H-S1Aal-R a/-90.4 a1-999H-N]+h 49.e H-4R.8 +Nn1 N-393+95A " H-5p.0 N-4B.4 H-448 N-41.8 a44],B N-N.e +L {1.8 aA ]4] H-R.] +h MB +/-028 W 9A bT N• 5T w.�r �N.1 H-45A +l-N.2 +/-{12 a/-98.6 N-9]A a/-99.] rl-N.0 U•N] ♦- .B al-H.0 N-98.4 µ88.6 N-HA a/-415 +I-420 +1-4L8 +l-b8 a/-90A r-424 U-41.8 H-40.8 N-b.0 +1.42] H-4n0 aMB.t rl-4i.9 H-N2 a/.N] a/N5.0 N-4S.9 rl-N.] +/•N1 aH]A N. N.J .a 4s] a.{2.9 Design Pleasure (p5f) ror.11 Frsme TOf IN ypes plea S't6^n 1/4•TmpaN GNs, Mmm Rme �� Laryl Shed TS.B94' 7T 00' B2' &' BP 9' � 96° Sr 10Y' iC5' 110' its 1G] 12S 13V tar' HP 195 39' al - BSI - - 9 N-339 H-828 +I- 1.8 +1.01.0 +/- a-].H-P.1 N-Tfl4 H458 +F AB +A 4 r-892 +�eflB •I-� 90' H-81.0 N-B38 H-825 r/.81.8 •I-81.2 a1.843 H49.5 N-]41 +l-]&2 H-P.5 N-TJO H-]49 rl-T5.8 X-TA9 N-T9.2 +142B H-T46 aF 6T2 H-Bl4 ¢ rl-m.5-T49 W. N-7fl al- ].] rl- 8.9 N-te9 +l-]S4 aA ]48 +l-]12 X. ]!.5 al-RB +1-T21 H-]1.{ +1440 H-6fl0 r/-828 N' H-]0.2 H-7d N- .8 yg99 +I- fl2 H4 3 +qU +1-139 +A i30 H-123 HJ1.J N-tt0 H. T43 H-690 H-6fl9 +(-863 H-%0 9T H-T12 al-]fl] al-0SS N-]40 H-]U ,1A31 •.R9 H-A2 rl- + N.t +AB9S U-66I +A feO +I-W.2 N-BBB H-fi5B N' N-T54 H-]49 H-]3 a-]28 H- 22 H-]1.2 +/.]0.] +1-fiA8 BS.t +l-B]A N-�6 N-849 H-652 H-%4 SP H-138 H-T33 •]-RD X-tt2 N-]4S +4BBS */-0fi5 N-860 H-fi8.9 +A 663 H-B5.8 H-54.8 H- .1 X-&1.2 E2' H-R{ X-T1.9 H-]0.5 X-84T +-Bfl9N-Bfl9 +/-843 a +A 69S +-65.9 H-611 rl-B29 aT Be N-T1.1 N-]LIB +l-Bfl2 H-fi0.9 NBl.5 H-B85 +h 664 N-611.9 +A OB Kb:LO rF @.S +1.815 to 5C rA MO M-�1 a1.88.0 H-e] I N-Bfl9 H-65.2 +I-H42 +1-615 rAR4 r1-81.6 H-819 50' N-BAt H-0e4 H•6G9 N-Bfl0 +/-6 +I-690 +I-888 +462B H-81.1 *I-W3 68• H-8]] N-BLB +l-BS.O N-850 H-%2 N-B30 •I-B1.9 +/-812 rF re.O 62 N-849 N-652 H�BA2 N-fl93 N-820 +I-60.9 X-B0.2 BY H-�B +l-Hi1 +1-83.5 N-839 H.825 H-81R H-840 � N-01.8 H-81.0 N-01.5 N-01.8 N-B1.B H-80.1 �' -9,T •I-96 H-59.J N�SBJ H-54J H. sea .l-s9.a X-5flo X-sac R N-Sfl{ H-564 N- 4 H-%9 ' ]fifl94• r1-55] INSTALLATION DETAILS FOR FLANGE FRAMES EDGE DISTANCE - M WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION E,TERIOR OPTION A INSTALLATION ANCHOR THROUGH THE FRAME WINDow BUCK HEIGHT TIP-TO-TIPI YANDOW HEIGHT VISIBLE LIGHT HEIGHT= Wd4DOw BUCK HEIGHT- 1-11/1V L INSTALLATION OPTION B INSTALLATION ANCHOR UNDERNEATH THE BEADING T- EDMENT SEE NOTE I, THIS SHEET EMBEDMENT TOTAL ANCHOR CONCRETEJCMU PER TYP. ANCHORTYPE, EMBEDMENT 1N•MN( CIINTLEVER. WY ANCHOR AND EDGE DISTANCE PER SHIM REQUIREMENT SUBSTRATE, SEE TABLE 3, THIS SHEET 1 0 7 9 B EDGE DISTANCE LL EMBEDMENT I^\ TYP.ANCHORTYPE,EMBEDMEM GONC PER AND EDGE DISTANCE PER ANCHOR Jj—Jy.. ANCHOR 1lYYyl/1 SUBSTRATE, SEE TABLE 3, THIS SHEET REQUIREMENT �1/4'MA% TYP.MCHORTYPE SHIM EMBEDMENTANDEDGE INSTALLATION 1 DISTMCEPERSUBSTRATE. SEETABLE3.THISSHEET --• EDGE OPTIONC 10 •" DISTANCE INSTALIATON INSTALLATION ANCHORM TOP OF 18 OPTIONC EMERIOR VISIBIEUGHTWIOTH=0NDOWSUCKWIDTR-1-11/16- 3 1 THE BEADING INSTRONTION Tl h" WINOOWBUCK WIDTH PNCHO TOP OF V I-. TIP-TPTIP WINDOW WIDTI EMBEDMENT BEADING 17 WE BEADING HORIZONTAL SECTION A -A L� -+1 1 1I4'MAk SNIM S12STEEL INSTALLATION 16 METHOD E INSTALIATION� ANCHOR UNDERNEATH THE BEDDING ZV7 1/4- MAX 1 SHIM / SEESEMIAMI-DDE ERATE ROVEDMUILON SEEBEPERANGOR . EELUIUM, SSEE SUBSTRATE SEE SUSI-E3WIPROPERTIES, UBST ATORSTEERTIES. E ERIOq n V IP, B. TABLE ],THIS SHEET SEE NOD THIS BEE NOTE 2, THIS SHEET CONCRETE PER ANCHOR 1. REQUIREMENT MNm GHW McMr SubNab mi. a'. dmo® Mln EmMdment A p12 SM1tl 5amw(OS) P.T. Swl Pi- I.•..) OF IZW AtrI.,, GDS.T4n. S"18W.GCS3min YB' we 10 Nr(16 Go) AN Sbal vY 114.41. SS OabFlm U .m Sm., "TM 080) 1' 14/4' B v4'9uemunaen maanb loin. 27 m6 1' 1• Ua.raWed CMU. PSTM Cm) r 1.1/4' AgmiA d CMU, (ASTM CS0) 2-1/Y I.W. P.T. S.N .P1n (SG=.") 1' >w8' INYfo 656amflu P.T. selnhem Pbf lsS e.W) 1' i•LS' E 1l4'.1. SS IXe.R. Cawmb (mM.3]3 bl) P 4Y4' Carcnb lmN.9.95 kt1 i4(2' 1-Y4' M ,I,l Mc Fa W. Fa BbN SI,. B2W 1A kG Ekout.CPrM l0k41 17 Mi 41... Eko Cm@Flu® 127.4ke1 In 7b1 BOW-T5AMniwm 16 kal Y2 ke1 A%Shot 36 ka1 IS Ot. 33Sw.I sbt Wka1 0MI i) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE TMPN ONE OF THE ANCHOR GROUPSA!10 E. CHOOSETHE ANCHORGROUP OFTHE LOWEST LETTER FOR ALLSUSSEQUENTTABLES INTHIS APPROVAL. 2) ANCHOR MUST EMEND A MIMIMUM OF 3THREADS BEYOND ANY METALSUBSTRATE 3) ANCHORS MAY BE HEXHEAD, PANHEAD CR FLATHEAD. PRODUCT REVISED p In MN INe PlOtltla B.111nB e8. NOA-N.. 17-0614.05 ExpirationDate 08111112021 Mlam" Prod.Et Coabol EDGE TYP.ANCHORTPE, EMBEDMENT DISTANCE AND EDGE DISTANCE PER ills `� V LYNN T'p Ra✓.1ed @c Me: Re V CHANGES SUBSTRATE. SEE TABLE 3, THIS SHEET ��K"'-•"�� T]CENSE '•• �_ JR 06/06/17 THIS SHEET. Ra,•Eed B.- Dm>• Ranmaa: NOTES VERTICAL SECTION TABLES T. FOLLOW EMBEDMENT AND EDGE 1)USE RATE-APPHOPRIATEANCHORS LISM TABLE _ * ! N.. E87G5 *� BE ANYSIDE OF DISTANCE UNITS. ANY INSTPLUTON OPTION SHOVM MY BE USED ON ANYBIDEOF 111E`MNOOW, STANCE UNITS. - .////�((.. ® 2)MASONRYMCHORSIMYBEUSEDIMOWOOOMPERTABLE3,THISSHEE..ALLW000BUCOLESSTHANI-VYTHICK ! _ ' FLANGE FRAME INSTALLATION DETAILS JROSOWSKI 1W0 TECHNOLOGY DRNE N. MISS. FL 3427E RW: Dab: ARETO BE CONSIDERED IXINSTALLATIONS.IXWOOD BUCKS ARE OPTIONALff UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. MOD BUCKS DEPICTEDAS2RARE t•12 THCKCRGREATER IXAND2 BUCKS(WHEN USED) SHPLLSEOESIGNED TO O.Cy:. SSSSSS111111RRPRRR1L,. A2pMON..' \�� A�IySS�ONA1-E�G�` TRARCFHITECTOF TOWS STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THERE$PONS BILRY OFTHE C�� FIXED WINDOW INSTALLATION GUIDELINES 4101111 ENONELY CEPMIE OplT P6TxoWlPl6,wc A'4Xlal�sDNao saHa,NaxH smrs sn..E ma.nl2 xw R.v: rrr III 3)NSIBLE LLCM WIDTH ORHEIGM(ALSO REFERRED TORS OAtt10MOPENING)IS MEPBDREO FROM BEPDINONBEADINO. 0. LMIIWSkIi, P.E P.EYBA70H CEAT. OF AM. /2823B PW-220 NTS 30F8 MD-PW220-01 D INSTALLATION DETAILS FOR FIN FRAMES EDGE DISTANCE 3X W000 BUCKSTRIP OR FRAMING, SEE NOTE 2,9USSTRATE-APPROPRIATE L TYP.ANCHORTYPE. ---�L- cnnncnucuT EMBEOMENIANDMGE DISTANCE PER SUBSTRATE, SEETABLE 4, THIS SHEET EXTERIOR a WINDOW BULK HEIGHT VISIBLE LIGM HEIGHT= WINDOW BUCK HEIGHI- 1-11116• 2X WGOB BUCKSTRIP FRPMING, 2, HE T THIS SHEET THIS SHEET 5EDGE INSTALLATION DI OPTION D INSTALLATION EMBEDMENT ANCHORTHROUG 7HEEW) THROUGHTHEFIN 1/4-MAXBHIM / ' I SEE TABLE 4, THIS SHEET 01\ EL EXT E RIOR 1/4'MAR V SHIM EDGEOISTANCE EDGE EOGEDISTANCE —^ DISTANCE ~ 1/4°MAXSHIM 1/4-MAXSHIM HORIZONTAL SECTION C-C --4 VISIBLE LIGHT WIDTH - WINDOW BUCK WIDTH-1-IIAW �^— WINDOW BUCK WIDTH 114'MAJC SHIM MULLION SECTION MIAMHDAOE APPROVED MULLION, (SEE SEPEMTE NOAA MAYBE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 4, THIS SHEET. MD. SEE SUBSTRATE PROPERTIES, TABLE4,THISSHEET. TEPERSU STRAIE. EMBEDMENT AND EGGE EDGE DISTANCE OISEE TA PER SUBSTRATE, BEE TABLE 0. THIS SHEEP EMBEDMENT INSTALLATION - VERTICAL SECTION D-D OPTION E INSTALLATION ANCHOR(NNL) THROUGH THE FIN NOTES M UIR[ Mln Fr MIn F� 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 4 OF Skel Soma wkel 12oke1 MISSHEET.F000WEMBEDM WMDMGEDISTMCEUMRS.ANY Eto UIMORvP 155ke1 1TTIW INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 410 BS Eloo CmleFkXO 1NA Mi IN.TPei RW 2) VISIBLE LIGHT WIDTH OR HEIGHTALSO REFERRED TOM DAYLIGHT 60-FMT J lnum 18ke1 36 ( A36abd 98kP1 S5ka1 OPENING) IS MEASURED FROM BEADING TO BEADWD. Gr. 33 Steel SlW 33ke1 dS Fel EDGE DISTANCE 2X WOOD SUCKBTRIP OR FRAMING, SEENOTE2,7HISSHEET INSTALLATION OPTION E EMBEDMENT INSTALLATION ANCHOR (NAL) THROUGH THE FIN TYP. ANCHORTYPE, EMBEDMENT ANDEDGE DISTANCE PER SUBSTRATE, �EXTERTI�OR v SEE TABLE 4, THIS SHEET M.h., 8uhdmb Min. W'. dffiINe MI.- TanSetlment 2-112-XAM'Gammon NIT P.T.SWh6MPim(8G'e.55) VIF 2-7/lW NIY x.lI6^Rw2r0 Neil P.T.6adNem Pine (8O •.55) MB' 27I18• Flo aced BM8 P.T. 3aullmm Plne O-.55 VIS' 14V AlumMvm, 30BST6 min. 31B' lle• ft.]stw, Gr, 33 Mn, 31B' Row (is 0.) REMOVED TEETRROR v PRODUCT REVISED .....PIc WIN the MAI OWNS, Cade NOA-NO. 17-0614.05 ERPicaOon Date08N8/2021 By Miam eo uct m 1) MCHORMUST EXTEND A MIMIMUM OF 3 THREADSBEYOND ANY METAL SUBSTRATE 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. p..tee py: wia %nRANGES THIS 3 LYN'Aj/Ad JR 06/06/17 SHEET. FeHfN BY Me: Rsbian: �' '�'P i FFIN FRAME INSTALLATION DETAILS ROSOWSKI :0�''•, dd!! /y •.�DRIDP..'G\2p IDTO TECHNOLOGY DRIVE N. VENIC& M U275 Title: FIXED WINDOW INSTALLATION GUIDELINES Ooi>' 4/01/11 ' XAA SIII ANI4en`P.E ` NPMIGM02011 PailmXnm�E6.1X HLPI4M9 PFSEWFO Be:iel/LL.J'eF. S 55 BNa RM. ��]N IvrytI PE05FTA5 PW-220 N TS 4 OF 8 4 MD -PW220-01 D BERT, OF AUNT. 02B396 ng � o.+ Nsel svm aA inm 'y' 00 � m SZ y0 LZ � 2Zg �A T �Rp yg �A � KC IMIM IN$ZiI yyyy • ml Z �C111 bib w m N R �V pyA me $J N M �N y m 5O U p m a wB ioK m �a A yy z A a m 0 z f' m K °m �w x 22 OKK 1 .22lb �m SN � se°na A "a 2 tmac y 5 yp 'm m -& u o .••...`9•y�..0 JFR 08/06l17 TED TABLES. J ROSOWSKI lanaee ar Dora: Dmvm: umm Dvfc y��•-"' nO"� 4101/11 ANCHOR SPACING, ANN. GLASS 1070 I NOLM DP N. ve M R M275 m Z'• : ;4kl- DW: ya FIXED WINDOW INSTALLATION GUIDELINES �nmPW-220 NTS OFS MD-P^„"'-'1-01 •p --1./ zas snylswa g m m •N •y 9 � Y •N N 4 9 g Pt 9 a 3 3y N y S � N S N S N y S S S D N S S Swy [ m��,�amaaa�a��a�is��s�a$a$a�aza�aa�a��S3 3 g�:6e�m=omffsoa:e:�;:::;;vo;�;meooS€Aar N p p p O e D o b �,. + �O N m N m e p � y m e G b b o O b o p b y a- 'w - u ,'m m o D n w e p C C D O o e C o o C b o n S Y m m .D ei Fa 'eo e b o o •Pe a a} e b e a a� m ++ e e O y O m T m 'm o O G'O b bib bb e b a o y a a H o � m y m °i D e o o b e n e o 'eo o p a e o 0 o b o e e b a n o o a ro y > e o e S o m o A+ c o b e o b e o D aem mom P 0o y O p O D e o 0 o o o e c y p a D m o e m °! b b b + H y b o b b b o b b m o y D e o m m e m e m e m o g�� e m D �� a — a ,'m F4 g� e C O e C C b O O b 5 91ot 9p. p R $�SsB;Rk� Ila > ,�_NgNmuWNms 7 s i.:am e s E ae"m"ebgg^$ mLm ' �bmme> � m -� A m N mF1 w !; g�ggggg � iomeC�p my � � o maemop om 's maA mee>� i m = be zP; o> $i 91M 91m S a� E ?H994T'9�9'~f �.N499�N9Y9�S 3 D D eop m--o omm N e 'm ggpSmmlSmm� C mpmeam:, -mub'-iubo �vmC e 999 >m^ fMg Y$ Sem�m w:m:mme V�uniemem+�Hm ^egg�'mamammo w> = 7 M g g 7 -- w-------------- g m - v: b e e b e e 6 m p me a''eep m m y3 �g -4CuC -Yib> o b O m O p N DD o m D a C'm nGE :Gggm �yaa7 A e p e b b S e snnsue c 3 N a S � � g eo'ego8eoa.ggw a H m Y N y e e o p D O N w u N.m g a o Pow . g ggdop d.gotj m P o e p o o b e > m g p m g p PggA '.mY gggggg 9 � N R > Y g§P W ^ mgw mggg�y e` 0 0&a I' sA II _ Ym mf m_ ZOj NP my ODm Y N- 2 oA Gov me�i o zLV 9z ��o 0 z° � s q8? m YON nE gFR tg091N mo N n g^SwTvmozN$~ f'. M. A OZ ��61 _0 02 Z N AO TD O 20m pmA O TlAil 1�li AC o0 N L= Y N p moo NN om ii z IT 00 NO 6np yy0 N$Q N"mm q 30m pC 2� 5 y � SZ APF OTdd * ,�, qNT'; .: �........50 5 z _ ti N a:e' �� i j1"� 7—�� S N. TE CEN MC( 275 N. YFNICE, R ]42]5 u.wwmwrsen,® ._..,.., .,,. JR �..o, 06/OB/17 Nmnwre UPDATED TABLES. om., er J OSOWSKI o„m, c 4/01/11 a.m+aum. ANCHOR SPACING, SHAPES ONLY Yc FIXED WINDOW INSTALLATION GUIDELINES sm+e+/uoa.x PW-220 smvr NTS snme 70178 ma.*re xe. MD-F7'�-1-01 w.: D {2D2sD )R 10:e<<)3 1 90a CORNER FRAME ASSEMBLY \'J`J MITEREG PTA W TN FM WL Es AT SCREW MBOSSES ASSEMBLY DETAILS FOR FLANGE FRAMES sm=PAL STRUCNFVd SILICONE POMSOBU NE 1l4'NOM. FOAM WRHDESICCANT WRH DESICCANF E . GLASS -./A 1// 1 E .GI s, 4 KODISPACE 4SG TPS ANGLED/CURVED XME MBLY 171KdW.w SUPER SPACERIRNXT - POLMs IIIIYLENE SEAL 90°CORNER FRAME ASSEMBLY H lMT MSAE NN WELp3 AT SCREW BOSSES T1BV ASSEMBLY DETAILS FOR FIN FRAMES 2OW OBR' ANGLED/CURVED T .202" FRAME .Bd4• ASSEMBLY Lipp OFWIGE FRAME 606&T@ALUMINUM Imo-- 2000' - —�-I �2 . ; 2 T r Ir .1W 090' OINTEGRALFINF E 6 TWA WPMM Tw — s�O r, GLALNG DEAD 608 T5 ALUMINUM Ikm P PDT Dnp.b POT P.HI Na PNon 1 Se .2 FNa2a Fmme 2 u1 WN? xtln2 MF2me D RD 61164 aW], U." 4 5 n 7 Sw py Spat b xla'aHa Konm°Mp dSnlPSapcersYatem Uam Spv Spawn N(fxiM HS NdN Buy1 pmiea pvaaal �IN. Spawn a BowesbnBl aroe>rape.axcaXmap B ) 10 I04 61Wv K 11a 11 1%I 71DUK SGOeaIeaIHXaYep 1e1 ftklOem im6T•earPl M 12 TAS 71MIK 1116XaHwVxI -06' td 1161 1 i MXW'MPNMB 15 %p UPm PN MS. 16 1012 1 MSW 0XTWPHFK5NS@161Y0.0 Typ. 17 11B'w Vd•Okae iB LTIDGdaa(wi1haP 16 TIC Oaw New Y16' t6'w114V4') PRODUCT REVISED phln9 with Ne FlaHea amia°mB epee NOA-nn. 17-0614.05 BFplwBan oath 08118/2021 By Mlam 7 Pmduct Gonmi BUTYLB aisiwmc aon� . OESICW FOM RGELL-FOsPEa '��' pG. a�• c• e• •ii. s• Er y-'-h.1/ PMObCNGES THIS SHEET. RJRy 06,06/17 %GAS - .••t i FeWee 6y: Lblc Rervcn.- EI(T.GLA53 _ *.: Na, eB705 INT. oIAss - 'A'•. `l ��I:'L� ® M& CORNER ASSEMBLY DETAILS ROSOWSKI INT, GLASS ' sr TE tV n CS,'• ORIDP,.•' \2�` 1070 TECHNOLOGY DPM Mh 1 ODURASEAL® OXL EDGE ''.S7ONAL ENG` N. VFNICE R 342T5 FIXED WINDOW INSTALLATION GUIDELINES 4/01/11 SPACER SPACER '"Vnu N"° N1P9n81✓ESPF/® s.Hnryvae swa r..e uaaw Na Rer. AL pE658M1L pg PAter. GF IumL /2B2Be PW-220 NTS 8 OF 8 MD-PW220-01 D Q V(V\_\) t•�