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HomeMy WebLinkAboutWINDOW/DOOR INSTALLATION RESIDENTIAL (5) .�`%%`` * I THERMAITRU 1- 37.59"MAX.OA. i., FRAME WIDTH 4' T H E R M A TRU DOORS � •��'�,••''•••••• •••'''�.�`` 1 1 B INDUSTRIAL DR., EDOERTON, OH 4351 7 36.W"MAX.�PANELWIDTH� �//htt jjl►t\��� o Vim= U N / //X618" o �• V o Z 1i atm 9m 30 �W a 5L "SMOOTH STAR" ® ® or FIBERGLASS SINGLE DOOR 0Z INSWING/OUTSWING � �o '►IMPACT'► W o � d ® � GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building = o Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). m a a a 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base 'm material shall be beyond wall dressing or stucco. v 3. When used in areas requiring wind bome debris protection this product complies with Section a 3 1609.1.2 of the FBC and does not require an Impact resistant covering.This product meets missile N level"D"and excludes Wind Zone 4 as defined in ASTM El 996 and Section 1609.1.2.2 of the FBC. w �o o_ 3 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x N V7 buck masonry construction. o o 5. Site conditions that deviate from the details of this drawing require further engineering analysis 8 $ by a licensed engineer or registered architect. _ Z. TABLE OF CONTENTS w SHEET N DESCRIPTION O 1 Typical elevations,design pressures&general notes " ` OVERALk DESIGN PRESSURE 7wc"' 2 Door panel details SWING FRAME N—Z 3 Horizontal cross sectionsDIMENSION POSffIVE: NEGATIVE o DATE: 4123108 z 4 Vertical cross sections INSWING l 37.59"x82.19" +670 -67sma N.T.S. . .0 9 5 Buck and frame anchoring-2X buck masonry construction M.BY, 6 Frame anchoring-1X buck masonry construction OUTSWING 7 37.59"x 80.69" +67.0 -67.0 CHK BY: LFS #Bill of Materials&Components orumNo NO.; FL-5891.2 0 o 17 SHEET 1 OF 7 b i R:\Clients\Therma Tru PERMANENTVMda Product Approvals\FL-5891\Drawings\CuffmAFL-589Ldwg,22 d Qp O O v 0 v ® ® ® N N 0 59 5% a �m N� W {�-1.54 N Till 0n � I 0 1.54"�I N W Z Z7 A D4 g to 0 � A Q N N h - N I - 0 v0 $8 0 I x g N N mil A a O. T 70 a H M ,,L1U11111�1j� 0 ya A *� Na 13/09 i $ IN I f 43409 eY• i��•���ti••/BiIpOREt OF ooeumnh+ � THERMA—TRU F. idt . F2 �FIBERGLASS DOORENo ,•'.- it 11'' cOOp y W 2 1 28 15 UPDATE TO 5TH W. 2014 FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS (A o 1 6 11 12 REVISED TO 2010 FBC JK 1/1/ P.O. Box 230, Valrico, FL 33595 I4 °' NO DATE BY DOOR PANEL OEWLS DDYY Phone No.: 813.859.9197 REVISION FBPE CA No. 9813 C 2008 R.W.BUILDING CONGULT-0 INC. PKllents\Therma Tru PERMANENI\Rodda Product Apprmb\FL-5891\Drawings\Cunent\FL-5891dwg,32 m �A ':O z Z v a m W� O R S S 0 0 C I,— V aDo =o _ N O ? W V O O D. Z X Z 44- '® ® 13 a-+ m 1�T .� A � � A A ® ® ® A N D W W W N m W W A 0 I30 rn 0 0 is N O cy Q A O n m y. >r O n PC A H1T'f11 O �? y Z m m a. wN OO <.e M A m y3S O O M^ PK W V G an N O o .0 N N n n O O Z W � n . . <. e v° No.43409 ' PRODUCT: Doeum-t.Prepared BY- �� QBOEOF z THERMA—TRU Lyndon F. Schmidt i ••.!3OIaDM=•• �� It" m o Z N FIBERGLASS DOOR P.E. No. 43409 %I A1j111 o In r- y CwINO. 1 28 15 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, Ids. Iv to in pREVISED TO 2010 FBC JK HORIZONTAL W P.O. Box 230.Valrfco. FL 33895 DATE BY CROSS SECTION Phone No.: 813.859,9197 REVISIONS F8PE CA No. 9813 ®20130 R.W.BUILDING CONSULTANTa INC. pr Ito SQV 00 a Ew.••.. ` 9 ••......• � T \ MI .:z 900 ' K e ; pv' mdaT 8 A — is c Z cd AO 40 19 7 19 7 rr � o z 8 INTERIOR EXTERIOR 8 fxp w INTERIOR EXTERIOR mwj r~� 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION v A Inswing configuration A Shown—w/Ix sub-buck a 0 O v a INTERIOR EXTERIOR a g EXTERIOR INTERIOR N E2 N I?ii C O s 40 32 8 N a 'R 33 7 IS o a E E z e ^ •� Q Q' S 'Q •Q 0 P. tib � P C S > p O p p> S •> x P 2 Q trp Q . Q' ° ° > Q' P :.°• ath: 4/23/08 °z scAm N.T.S. 9 e 3 VERTICAL CROSS SECTION �41 VERTICAL CROSS SECTION DWG.BY. AL mm Inswing configuration A Outswing configuration o w� S WINO NO.: m FL-5881.2 m sxEEr 4 or 7 a D a -/ .• tai A .......... to oz and Z o=U MASONRY TYP.HEAD& _ � MASONRY t gm 9 m 1 w OPENING JAMBS OPENING A "� m a a 6LL e= o v� �d - 4FRAME TYP.HEAD& Z=Nt6 cKA0 ZQ zgn mo Z U 2X BUCK — 2X BUCKcj � zo C � O Y o a mm o. a S ° u cn c BUCK ANCHORING STRIKEJAMB FRAMEANCHORING MNGEJAMS o g Masonry 2X buck construction N En CONCRETE ANCHOR NOTES: rr 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. F 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to a maintain the min.edge distance to mortar joints,additional concrete anchors = may be required to ensure the"MAX.ON CENTER"dimension ore not exceeded. 9 m e 3.Concrete anchor table: Z8 ^F K N^Q H o ..:.A.::.NC..i:T.H..�:.b. t;; ;EMRY1 ,:•::;;A'•:eN»;,N•:;:>:i:.'.:C:;rr:..'l.•Ei:":`a': >; Mk:•:LA:i•:R6:•,.A:.::'N;:::i.G:a.r.:Er••;;::i:;i:;•::.::Mi:;:;:i:.;I:i•i:::r:.r:4C•:h' M.:;:•:r>'C;::•>::;'#>;:;•:,;: 10EARAN ^N°ozF' Y ... :::>:::::::::::; ...............?. .P.:: . ::::. o mo , o ITW 27 p K D�Te 4 23/08 i TAPCON® 1/4" 1.1/4" Z. 4" sQ& N.T.S. 9 e ELCO �/4" 1T/4" 1" 4" DwG.BY; AL - m ULTRACON NY-BY: LFS 3 WOOD SCREW INSTALLATION NOTES: DPAYDHD NO-- 1. D-I.Maintain a minimum 5/8"edge distance,I"end distance,&i"o.c.spacingHINGE DETAIL LATCH d DEADBOLTDl7AIL FL-5891.2 0 of wood screws to prevent the splitting of wood, a O sHEEr 5 or 7 ko - ����rlll*I11 1��` z o m o I�1 °a••Z � oZd Em 9m®a MASONRY ` d w m a a 0. 00. OPENING LL CZ 28 G Ra J _ ® FRAME r iYP.HEAD& 27 p C' m� 0 JAMBS UO �o �Z a z �p & I V) 2 1X BUCK w � I. N Z W U� = LATCH d DEADBOLTDETAIL �o K ° Of a ILI V •v N STRIKE JAMB FRAMEANCHORING HINGE JAMB In Masonry 1 X buck construction 0 0 9 CN CONCRETE ANCHOR NOTES: Q� w 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. a y a z Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 9 = u Ix maintain the min.edge distance to mortorJolnts,additional concrete anchors H 3 a may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. 3.Concrete anchor table: 1 0 ro.-rw N^❑ J C 0 ] iriiI MIN... iEllflANCE3:i>MI1J? !EA'RA'11CL ii¢NC}lORI>ANC....... : :i`: IV�I I:':::;;::;•> .......,....,........,,.......:;r>:a;•:.•;......,..,...;.....;.......;...::> m TO MASpN►LY TO ADJACENT o [YPF Sfl 5'MGPISM�IVY a'z �gGCr ....... .......ANCNtiIz...::• wrc 4123108 = ITVII ® 14" 1.14" 2 4" TAPCON / / SCALE: N.T.S. 9 e IiIN DWG•Dr: AL m' ~ TAPCON® 3/16" 1-1/4" 3" 1-1/2" cxu.ar: L L 3 WOOD SCREW INSTALLATION NOTES: HINGE DETAIL DRAWING ND.: rc 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing FL-5891.2 0 of wood screws to prevent the splitting of wood. SHEET 6 OF 7 n •'' + BILL OF MATERIALS '� m ITEM DESCRIPTION MATERIAL * �n A WOOD 1X BUCK SG>=0.55 •• n B 2X BUCK SG>=0.55 WOOD �. C MAX.1/4"SHIM SPACE WOOD 4.56" r ,`` D 1/4"X 2 3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL % E MASONRY-3400 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE o A m z' 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 o N G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 4" o 0 H 1/ x 3-1/4"PFH Tf W CONCRETE SCREW STEEL ^ Fes---2 36 9 6 c°w � y �pta J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL HEAD 3 SIDE K #8 X 2-1/7'PFH WOOD SCREW STEEL 19 20 Jamb c 0 L #10 X 7'PFH WOOD SCREW STEEL 7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM 3d 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 9 4'X 4"HINGE.097'THK, STEEL 10 #10 X 3/4"PFH WOOD SCREW STEEL 17 KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL o 18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ALUM./WOOD W 19 HEADER JAMB PINE,S.G.>=0.42 WOOD (n 20 SIDE JAMB PINE S.G.-0.42 WOOD m a 21 KWIKSET SIGNATURE SERIES 780)DEADBOLT STEEL m �$ 27 LATCH STRIKE PLATE STEEL 1 I—— 4AT 28 DEADBOLT PLATE STEEL o 0 32 DOOR BOTTOM SWEEP PVC o 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP, �ZLOW PROFIIF OUiSWING BUMP FACE a a 40 FIBERGLASS DOOR PANEL-SMOOTH STAR ' m ° SS DOOR SKIN.070'MIN.THK.FIBERGLASS BY 41 THERMA-TRU WITH YIELD STRENGTH Fy(MIN.)=6,000 PSI SMC 42 TOP RAIL COMPOSITE v a 43 LATCH STILE LVL WOOD N 44 HINGE STILE WOOD In V) 45 BOTTOM RAIL COMPOSITE 8 0 0 921 46 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM 5.75' N N 47 LOCK BLOCK REINFORCEMENT WOOD o o x NOTE:WOOD/LVL COMPONENTS(PINE,SG>=0.42) a L }T 141 1m- I � e F qq J •C �� 0 i �1 SEIF ADJUSTING SADDLE THRESHOLD w u DATE: 4/2 08 i s- N.T.S. ° e M.ar: AL m cHH.BY. LFS 3 DRAMNO NO.: FL-5891.2 0 n SHEEP 7 OF 7 N O R W R W.Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Prodtict EvaltiationI/ /I IFL-5891.2 Date: Product Sub Category . Manufacturer Product Name Category Swinging Therma Tru Corporation 3'0"x 6'8" Exterior Exterior Door 118 Industrial Drive "Smooth Star" Doors Assemblies Edgerton,OH 43517 Fiberglass Single Door Phone 419.298.1740 Inswing I Outswing"Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon.F.Schmidt,P.E.for Therma Tru Corporation based on Rule Chapter No.61 G20-3,Method 10 of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and,is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and excludes Wind Zone 4 as defined in ASTM El 996 and Section 1609.1.2.2 of the FBC. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-5891.2 require further engineering analysis by a licensed engineer or registered architect. 6. See-drawing FL-5891.2 for size and design pressure limitations. Supporting Documents. 1. Test Report No. Test Standard Testing Laboratory Signed by ETC 01-741-10700.0 TAS 202-94 ETC Laboratories Wendell W.Haney,P.E. CTLA 980W SSTD 12-99 Certified Testing Laboratories Ramesh Patel,P.E. 2. Drawing No. Prepared by Signed&Sealed by No.FL-5891.2 RW Building Consultants,Inc.(CA#9813j Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) 4°s ✓� Lyndon F.Schmidt,P.E. i- 4. Quality Assurance �,�'� .°"....P; Certificate of Participation issued by National Accreditation and Management Institute,certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. r; Y 0 ,_�. Lyndon F.Schmidt,P.E. FL PE No.43409 1/29/2015 E3hoot i df 1 M IAM I-RADE MIAMI-DADS COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this-product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"CA-5540"Outswing PVC Casement Window—L.M.T. APPROVAL DOCUMENT:Drawing No.MD-5540C.0 titled"Vinyl Casement Window NOA(LM)", sheets 1 through 11 of 11,dated 09/09/14,with revision A dated 05/05/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. IN A copy of this entire NOA shall be provided to the user by the manufacturer or its j distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0420.11 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 Manuel Perez,P.E. 1 r NOA No. 16-0714.11 3 r��arti-Wane couNTY Expiration Date: September17,2020 s i Approval Date: August 25,2016 Page l (( F d PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0420.11) 2. Drawing No. MD-5540C.0 titled "Vinyl Casement Window NOA (LM)", sheets 1 through 11 of 11, dated 09/09/14, with revision A dated 05/05/16, 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, Duraseale spacer system, Super Spacer®NX-TTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega, P.E. 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 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series CA5540/CA5440 vinyl outswing casement windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8179, dated 03/31/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NDA No. 15-0420.11) 3. 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 5)Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5540/5440 vinyl fixed windows w/tube mullion,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8174, dated 03/31/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0420.11) 4. Reference awning window test report No.FTL-8183,per TAS 201, 202 &203-94, with an addendum issued by Fenestration Testing Lab (Submitted under previous NOA No. 15-0420.11) Manuel Perez,*.E. Product Control Exa ' er NOA No. 16-0714.11 Expiration Date: September17,2020 Approval Date: August 25,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0420.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(coNT1Num) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and'Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), dated April 16,-2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0420.11) 2. Statement letter of no financial interest, dated April 16,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0420.11) 3. Proposal issued by the Product Control Section, dated 09/29/14 and revised on 10/15/14, signed by Jaime D. Gascon,P.E. (Submitted under NOA No. 15-0420.1-1) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0420.11,issued to PGT Industries, Inc.for their Series "CA-5540"Outswing Vinyl Casement Window-L.M.I."approved on 7/15 and expiring on 09/17/20. Manuel Pe .E. Product Control 9pykner NOA No. 16-0714.11 Expiration Date: September17,2020 Approval Date: August 25,2016 E-2 t 1 f MAX.BUCK WIDTH MAX.BUCK WIDTH SEE TABLES 4.9 SEE TABLES 4-9 1 Sg•MqX IMPACT RATING DESIGN PRESSURE RATING r-°-B,SEE SHEET 3 4•MAX MAX.O.C.SEED ,SEE SHEET 4 MpgCT RESISTANT LE VARIBELES 49,SHEETS g-9S PER OPTIONS. E TABLES 4-9 I l L r FRAME ASSEMBLY TUBE MULL,SEE l 81-1/4"MAX. SHEETS 5-6 FOR ANCHORAGE DETAILS iCOMBINED WIDTH PRODUCTRBVISED MAX.JAMB O.C. A complying with the Plor1 Building code SEE TABLES Acapteacc Sdo I(o-� IG- )� / Ex'r/altion Dal �2'0 4 _ IL VISIBLE BY Tv i LIGHT Dode Fro3uct Cmtr VI I / HEIGHT /SIBLE MAX.BUCK / VISIBLE MAX.BUCK a OS 05 16-JR-ADD D LIGHT HEIGHT SEE LIGHT HEIGHT SEE 63'MAX C C.SEE HEIGHT TABLES 4-9 HE[GFIT TABLES 4-9 FRAME SHEETS / ¢` SPACERS TO SHEET 2. N ASSEMBLY TUBE / -y--' -- -� !�. --'�------ .� LENGTH SEE A T A,SEE ,q / •SPIFFY 4 MAX JAMB O.C. / SHEET3 VISIBLE SEE TABLES Y Q VISIBLE VISIBLE LIGHT 4$ .�- fA •nay WIDTH LIGHT I LIGHT WIDTHWIDTH u7 N a f1 �_ 4'MAX.(TYP.) C7 C4 ela0 re u� 4°MAX. MAX.O.C.SEE 28°MAX.O.C. O -� N TABLES 4.9 3"MIN. ADDITIONAL ANCHORS FOR FRAME Q J o •ta0 0 B �+— 4°MAX. 125"MAX —+••{ �•+-- B ASSEMBLY TUBE,SEE SHEETS Z LL to 28"MAX.D.C. 2 LL TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL TYP.X-X EQUAL-LEG/BOX& wv FLANGE FRAME ANCHORAGE FRAME ANCHORAGE FLANGE FRAME ANCHORAGE ~Z ¢ O omo on v O F= GENERAL NOTES:SERIES 5540 IMPACT RESISTANT,VINYL CASEMENT WINDOW o Z �, z 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). VISIBLE LIGHT FORMULAS Op W O 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS,FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. WIDTH:BUCK WIDTH-6-3/4" Z z r- HEIGHT:BUCK HEIGHT-6-3/4° ® '8i �S Q 7aa45 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, Z 0) ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. w2 O~ Z 4)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS ¢ W Z along DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GENERAL NOTES...................................................1 IAOPTI .Q J ELEVATIONS............................................................1 O o AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 0 U � a FRAME,GLASS 8 ANCHOR OPTIONS...................2 r u7 INSTALLATION,FLANGE 8 EQUAL LEG................3 w W 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION ANCHORS SHOULD Z BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION,INTEGRAL FIN&J-CHANNEL......4 O Z U10 FRAME ASSEMBLY TUBE.......................................5-8 C7 6)MAX.1/4'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, GLAZING DETAILS...................................................7 a17(t •asap sauag BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. DESIGN PRESSURES,.............................................8-9 BOM&ASSEMBLY...................................................10-11 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 11SE 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS ��' PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD,ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 6 �S•- MIN. 9)METAL SUBSTRATE TO MEETSTRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION "`•,b'` p^ e.,; STANDARDS USED: .•'.,^, •2014 FLORIDA BUILDING CODE FBC,STH EDITION 10)REFERENCES:TEST REPORTS FTL-8139,5174;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGREGATOR NOA:ROYAL WINDOW AND DOOR PROFILES,LTD WHITE 8 ( ) %'/:,•• -t v'•"';.•' �;;`;: BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL -ASTM E1300-09 ?��'•; •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION `i, 11)PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA,INC. -ALUMINUM DESIGN MANUAL,ADM-2010 ;i I I I r•� •AISI-S1b0-07/S2-2010 A.LYNN MILLER,P.E. 12)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. P.E.#58705 TABLE 1: Glass Table Sheet "A'=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BE Description 'H'=HEAT STRENGTHENED Type # # T=TEMPERED C 5 718"Laminated I.G.:118"A Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Interlayer 48 'PVB'=.090'PVB INTERLAYER FU 6 7/8"Laminated I.G.:1/8"T Exterior Ca +7/16"Air S ace+5/16"Laminated; 2 Utes of 1/8"A Glass with.090"PVB Interia er 5 8 sG=,090"SENTRYGLAS p p () Y INTERLAYER 0 7 7/8"Laminated I.G.:3116"A Exterior Cap+3/B"Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass With.090"PVB Intedayer 6 9 BOX OR 8 7/8"Laminated I.G.:3116"T Exterior Ca +318"Air S ace+5116"laminated; Lites of U8"A Glass with.090"PVB Inteda er 6 9 ALL ARAMINTEAMERICLAYERS MANUFACTURED BY EQUAL P P �) Y KURARAY AMERICA,INC. LEO0��9 7/g"Laminated I.G.:118"A Exterior Cap+7/16"Air Space+5116"Laminated;(2)Utes of 1/8"HS Glass with.090"SG Intedayer 7 9 FLANG10 7/e"Laminated I.G.:118"T Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Utes of 118"HS Glass with.090"SG Intedayer 7 9 GLASS TYPES B THROUGH 11 7/8"Laminated I.G.:3116"A Exterior Cap+318"Air Space+5116"Laminated;(2)Utes of 1/8"HS Glass with.090"SG Irderlayer 7 9 16 MAY NOT BE USED WITH 12 7/8"Laminated I.G.:31161 T Exterior Cap+318"Air Space+5116"Laminated;(2)Liles of 1/8"HS Glass with.090"SG Interlayer 7 9 0 FINJ-CFR NEL OR INTEGRAL FIN FRAMES. U� C 13 7/8"Laminated I.G.:1/8"A Exterior Cap+5116"Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.090"SG Interlayer 8 9 14 718"Laminated I.G.:1/8"T Exterior Cap+5/16"Air Space+7/16 Laminated;(2)Utes of 3/16"A Glass with.090"SG Intedayer 8 9GLASS TYPES 5,7,9,11,13 15 7/8"Laminated I.G.:3116"A Exterior Cap+114"Air Space+7/16"Laminated;(2)Lites Of 3/16"A Glass with.090"SG Intedayer 8 9 t&15 MAY NOT BE USED IN d-CHANNEL INTEGRAL 16 7/8"Laminated I.G.:3116"T Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.090°SG Intedayer g g THE HVHZ ABOVE 30'. on FIN USILICONE HOT-MELT BUTYL I(IJJ�jI' STRUCTURAL o� 1 SILICONE STRUCTURAL 1/4"NOM. FOAM 3116"NOM. TABLE 2:ANCHORS INSTALLED THROUGH FRAME POLYISOBUTYLEN WITH NOTE:SEE DETAILS AND DIMENSIONS ON SHEET 11 Min.Edge Min. WITH DESICCANT DESICCANT Group Anchor Substrate Distance Embedment Part# Description EXT.GLASS EXT.GLASS 1/12 SMS P.T.Southern Pine( G=0.55) 9/16 13/8 100 Kommeding 4SG TPS Spacer System Steel,A36• 3/8" 0.050" 101 Quanex Super Spacer nXT with Hot Melt Butyl B (steel,0 S.S.S. Steel Stud,A653 Gr.33" 318" 0.0451"(18 Ga or 410 S.S.) ) 102 Quanex Duraseal Spacer Aluminum,6063-T51 3/8" 0.063" INT.GLASS INT.GLASS 103 Cardinal XL Edge Spacer 1/4"steel Ultracon Concrete(min.2.85 ksi) 1' 1314" REFERENCE TEST REPORTS:FTL-6717,8968&8970 C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" KODISPACE SUPER 1/4'steel Creteflex Concrete(min.3.35 ksi) 1" 13/4' 10D 4SG TPS 101 SPACERW NXTTM 1/4'steel Ultracon P.T.Southern Pine(SG=0.55) 1" 13/6' 1/2"NOM.GLASS 1/4°steel Creteflex Ungrouted CMU,(ASTM C-90) 2-1/2' 1.1/4' ALUMINUM 100.103 BITE TYP. P.T.Southern Pine(SG=0.55) 1" 1-318" REINFORCEMENT POLYISO- DESICCANT FILL AREA 74 114"steel P.T.Southern Pine(SG=0.55) 1" 1318" BUTYLENE 72 D Aggre-Gafof Grouted CMU, ASTM G90) 2" 2" 5116"NOM. SEAL 5116"NOM. a 1/4"steel Ultracon Concrete(min.2.85 ksl) 2-1/2" 13/4° BUTYL& SILICONE SEAL 1/4"steel Cfeteflex Concrete min.3.35 ksi 2-1/2" 13/4 DESICCANT ROLL-FORMED STAINLESS STEEL rROOUCT REvI 1/4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2" 1.318" FOAM 78 m complying wid MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.FOR STEEL STUDS,MIN Fu=45 KSI. EXT.GLASS EXTERIOR Building Code 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. EXT.GLASS 15 ��❑ Acceptance fkr li C-rcpimeioo Uneo b B tliiyn ede Food TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN INT.GLASS INT.GLASS Oo o Group Anchor substrate DiEdge ee EmbedmenC ODURASEAL� OXL EDGETM 102 103 ��•�',•.a 2.1/2"Ring-shank Roofing Nall P.T.Southern Pine(SG=.55) 318' 2-7/16• SPACER SPACER TYP.GLAZING DETAIL P.T.Southern Pine(SG=.55) 1/2" 1318' #10 Truashead SMS Aluminum,6063-TS* 318' 0.050" (steel,18.8 S.S. = VINYL CASEMENT WINDOW NOA(LM) & 9/9114 or 410 S.S.) Steel Stud,Gr.33• 318" 0.0451"(18 Ga.) - ✓ F Steel,A38• 318" 0.050 o GLASS/ANCHORS/FRAME OPTIONS ot J ROSOWSKI P.T.Southam Pine(SG=.55) 9/16' 1318' a #12 SMS MIN.OF 3 THREADS ® 05/05/16-JR-ADDED SPACERS. Aluminum 8063-T5' 318" 0.063" BEYOND THE METAL CERT.OF RUTH.#29296 (steel,18-8 S.S. Steel Stud,Gr.33" 318" 0.050" SUBSTRATE,FOR or 410 S.S.) STEEL STUDS,MIN 1070 TECHNOLOGY DRIVE Steel,A36' 3/8' 0.050' Fu-45 KSI. N.VENICE,FL 34275 " ° (941)-480-1600 � CA-5540 � NTS y 2 OF 11 9? MD-5540C.0 �z A A.LYP E INSTALLATION 2X WOOD FRAME OR BUCKSTRIP,SEE INSTALLATION OPTION 2 INSTALLATION OPTION 3 NOTE 2,THIS SHEET. ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X OPTION 1 DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. ANCHORED THROUGH EDGE DISTANCE SEE NOTE 2,THIS SHEET. FRAME INTO 2X WOODSEE SHEETS 10&11 FRAME OR BUCKSTRIP. 1/4°MAX.SHIM FOR HARDWARE 114MBEDMENT SEE NOTE 2,THIS SHEET. EMBEDMENT "MAX.MAX•SHIM FLANGE EMBEDMENT T 80 4 FRAME J1�j' . g8 O SHOWN EDGE EDGE DISTANCE ❑ �❑ DISTANCE �1/A'MAX.SHIM "2 _ 0 6 c 0 15 ©Op TYP.ANCHORTYPE. TYP.ANCHOR TYPE. Q ° EMBEDMENTAND EMBEDMENT AND EDGE o 0TYP.ANCHOR TYPE, g EDGE DISTANCE PER DISTANCE PER a EMBEDMENT AND SUBSTRATE,SEE SUBSTRATE, EDGE DISTANCE PER SEE SHEETS TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. SUBSTRATE,SEE 10&11 FOR 0 o TABLE 2,SHEET 2. HARDWARE 11 Q 2 •'- 63 . 0 HD REINF. O Q 85 FLANGE 15 11 VISIBLE LIGHT WIDTH 62 EXTERIOR ' FRAME HD REINF. EQUAL- SHOWN �I, LEGBOX o v FRAME El NOTES: BUCK WIDTH SHOWN 0 1)USE ONLY HORIZONTAL SECTION A-A GIOpD SUBSTRATE-APPROPRIATE SHOWN WITH HEAVY-DUTY SASH, SEE SHEETS ANCHORS LISTED ON TABLE 2, HINGE&REINFORCEMENT BUCK VISIBLE SHEET 2.FOLLOW EMBEDMENT AND LIGHT 10&11 FOR EDGE DISTANCE LIMITS.ANY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMBTEEL FRAMING OR STEEL STUD. HEIGHT HEIGHT HARDWARE INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. 5 BE USED ON ANY SIDE OF THE 1/4'MAX WINDOW. SHIM 10 D 1/4°MAX SHIM STD.REINF. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2,SHEET STANDARD SASH RAIL 2.ALL WOOD BUCKS LESS THAN �•--�o ❑`--� 72 HINGE&REINFORCEMENT, 1.1/2"THICK ARE TO BE CONSIDERED 0 o 87 (ALL SIDES) 1X INSTALLATIONS.1X WOOD BUCKS SEE SHEETS 10&11 ARE OPTIONAL IF UNIT IS INSTALLED 11 FOR HARDWARE DIRECTLY TO SUBSTRATE.WOOD Q BUCKS DEPICTED AS 2X ARE 1-12° TYP.ANCHOR HO REINF. U THICK OR GREATER.1X AND 2X TYPE,EMBEDMENT ❑ BUCKS HEN USED SHALL BE PRODUCTREVISED EXTERIOR (W ) ��O AND EDGE DESIGNED AND SECURED TO FLANGE DISTANCE PER EQUAL EXTERIOR ns complying with the Florida <11 PROPERLY TRANSFER LOADS TO FRAME SUBSTRATE,SEE LEGBOX 0 Building Cede SEE SHEETS THE STRUCTURE.WOOD BUCK SHOWN I� TABLE 2,SHEET 2. FRAME AcaptartCc de �(o-O7/�,/ 10&11 FOR DESIGN AND INSTALLATION IS THE I , SHOWN i,e7 wisg ©216 HARDWARE amp TYP.ANCHOR TYPE,EMBEDMENT RESPONSIBILITY OF THE ENGINEER o EXTERIOR7777 AND EDGE DISTANCE PER OR ARCHITECT OF RECORD. By SUBSTRATE,SEE TABLE 2,SHEET 2. b7i Dmie Froduc( w!:{� , EQUAL-LEGBOX 1/4"MAX.SHIM 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION lJ FRAME SHOWN (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH 1 I/•'!;, Yt. BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL '(.,•`�( .t!�;�`/`�/ - EMBEDMENT VINYL CASEMENT WINDOW NOA(LM) -2 9/9/14 )IO''�`'" EDGE DISTANCE VISIBLE LIGHT FORMULAS " FLANGE&EQUAL-LEG/BOX FRAMES w J ROSOWSKI '• u 6 L� I� INSTALLATION 7 i VERTICAL SECTION B-B HEIGHT:BUCK HEI H T-6-3/ ® y :' u.- HEIGHT:BUCK HEIGHT-6-3/4" `�� OPTION a t'. ;`n '.;?u';toF;• .�:;- SHOWN WITH HEAVY-DUTY SASH, CERT.OF AUTH.ANCH #2929& FRAME DE RECTI Y INTO HINGE&REINFORCEMENT n •�� .""'„)`f 3,''-r•'``.°, FRAME DIRECTLY INTO 1070 TECHNOLOGY DRIVE �.•.G :;� coNCRETErcrnu. N.VENICE,FL 34275 `ER (941)-480-1600 y CA-5540 NTS1�1 3 OF 11 o z MD-5540C.0 p z° A A 11 p E.#58 05 P.E. INSTALLATION OPTION 6 INSTALLATION OPTION 5 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN ANCHORED THROUGH 1/4'MAX.SHIM 2X WOOD FRAME OR BUCKSTRIP. INTO 2X WOOD FRAME OR BUCKSTRIP. 1/4"MAX.SHIM INTEGRAL FIN INTO 2X WOOD EMBEDMENT SEE NOTE 2,THIS SHEET. SEE NOTE 2,THIS SHEET. Imo— EDGE DISTANCE FRAME OR BUCKSTRIP.SEE r EMBEDMENT NOTE 2,THIS SHEET. a SEE SHEETS R 8 11 FOR HARDWARE 3 !80 EDGE J-CHANNEL EDGE DISTANCE FRAME DISTANCE B6 O ❑ o o�� SHOWN 1 1!4'MAX.SHIM 6 o 0 EMBEDMENT NP.ANCHOR TYP.ANCHOR TYPE,EMBEDMENTTYPE, 15 ❑ EMBED AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 3,SHEET 2. EMBEDMENT — SUBSTRATE, (NAIL SHOWN) AND EDGE DISTANCE PER SEE SHEETS SUBSTRATE, O o LIGHT WIDTH o O INTEGRAL MBEDM NOT AND EDGE 10 811 FOR SEE TABLE 2, FIN DISTANCE PER SUBSTRATE,FRAME HARDWARE 1 11 EL SHEET 2. 0 11 —�-I 69 62 SHOWN SEE TABLE 3,SHEET 2. 15 HD REINF. O D 0 B5 FRAMEHD REINF. VISIBLE EXTERIOR NOTES: SHOWN BUCK WIDTH a 1)USE ONLY ❑�DSUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2& SHOWN WITH HEAVY-DUTY SASH, dam❑ 3,SHEET 2.FOLLOW EMBEDMENT HINGE 8 REINFORCEMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. SEE SHEETS MAY BE USED ON ANY SIDE OF MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES,TABLES 2 8 3,SHEET 2. VISIBLE 10 8 11 FOR BUCK LIGHT O THE WINDOW. HEIGHT HEIGHT HARDWARE 5 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, 10 D SHEET 2.ALL WOOD BUCKS LESS 1/4'MAX.SHIM 1/4"MAX. STD.REINF. THAN 1-1/2"THICK ARE TO BE SHIM CONSIDERED 1X INSTALLATIONS. STANDARD SASH RAIL 1X WOOD BUCKS ARE OPTIONAL IF HINGE 8 REINFORCEMENT, UNIT IS INSTALLED DIRECTLY TO 72 B7 (ALL SIDES) SUBSTRATE.WOOD BUCKS o SEE SHEETS 10 811 DEPICTED AS 2X ARE 1-12'THICK FOR HARDWARE OR GREATER.1X AND 2X BUCKS Q TYP.ANCHOR 11 D (WHEN USED)SHALL BE DESIGNED Q TYPE,EMBEDMENT HD REINF. AND SECURED TO PROPERLY AND EDGE PRODUCT REVISED EXTERIOR TRANSFER LOADS TO THE DISTANCE PER m complying with 1La Phnida STRUCTURE.WOOD BUCK DESIGN SUBSTRATE,SEE FIN AND/OR Building Code AND INSTALLATION IS THE TABLES 2 8 3, FLANGE MAY BE ACCCCe - / S SHEETS RESPONSIBILITY OF THE H SHEET 2. REMOVED IN-FIELD ual °Dato D 10&11 FOR ENGINEER OR ARCHITECT OF INTEGRAL FIN (� By ©O❑ TYP.ANCHOR TYPE,EMBEDMENT RECORD. HARDWARE 'AND EDGE DISTANCE PER FRAME SHOWN �I EXTERIOR f� Mian D°de 2roduct Corm SUBSTRATE,SEE TABLE 3,SHEET 2. 3)VISIBLE LIGHT WIDTH OR INSTALLATION fl INSTALLATION HEIGHT(ALSO REFERRED TO AS INTEGRAL FIN 1/4'MAX.SHIM FRAME SHOWN DAYLIGHT OPENING)IS MEASURED OPTION 7 OPTION 8 FROM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH •�('pi: FRAME INTO METAL FRAME INTO METAL EDGE 1 DISTANCE VISIBLE LIGHT FORMULAS _ ri? INSTALLATION = VINYL CASEMENT WINDOW NOA(LM) 9/9/14 WIDTH:BUCK WIDTH-63/4" ~OPTION 5 HEIGHT:BUCK HEIGHT-6-3/4" $ i ANCHOREDTHROUGH o J-CHANNEL&INTEGRAL FIN FRAMES om J ROSOWSKI - INTEGRAL FIN INTO 2X EMBEDMENT a WOOD FRAME OR TYP,ANCHOR TYPE,EMBEDMENT BUCKSTRIP.SEE NOTE 2, AND EDGE DISTANCE PER CERT.OF AUTH.#29296 i-L�1�' 1' •:%,)': THIS SHEET. VERTICAL SECTION D-D SUBSTRATE,SEE TABLE 3,SHEET 2. SHOWN WITH HEAVY-DUTY SASH, (SCREW SHOWN) 1070 TECHNOLOGY DRIVE HINGE&REINFORCEMENT N.VENICE,FL 34275 m (941)480-1600 v CA-5540 NTS 4 OF 11 12z1 MD-5540C.0 z° A A.LYNN MILLER,P.E. v, P.E.p 58705 ILLUSTRATION OF CASEMENT-TO-CASEMENT(X-X) ILLUSTRATION OF AWNING-TO-CASEMENT-TO-FIXED CASEMENT(X/)(/O) (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) 5540 SERIES n AWNING A=63"MAX.FOR FIXED CASEMENT WINDOW A)INDIVIDUAL A)INDIVIDUAL A=40'MAX.FOR CASEMENT B)COMBINED (SILL) COMPONENTS: 5540 SERIES CASEMENT WINDOW COMPONENTS: A=60"MAX.FOR AWNING COMPONENTS: VERTICAL SHALLOW,FLUSH CAP FRAME ASSEMBLY TUBEIMULL 5540 SERIES AWNING SECTION D-D FRAME ASSEMBLY / `\ 5540 SERIES WINDOW%/� A �.I WINDOW I I ANCHOR TUBE/MULL / \ CASEMENT /"MAX O / \ WINDOW FRAME �] _ MIN.#10 X 3I4'SMS 5540'SERIES ASSEMBLY 17"MAX O.C.THROUGH CASEMENT // \ TUBEIMULL�c� D 4"MAX INSTALLATION HOLES, WINDOW SEE WINDOWS (HEAD) APPROVALFOR \ / \\ D►— \ ANCHOR INFO. MAXIMUM DESIGN 5540 SERIES \ 127-114'MAX. \ 127-114"MAX. PRESSURE WHEN CASEMENT USING THE FRAME WINDOW % 84"MAX /\ ADDITIONAL MULLION ASSEMBLY TUBE/MULL, ANCHOR SEE NOTE 2, SEE NOTE 2: �/ // THIS SHEET 5540 SERIES +/-70.0 PSF / Ems- CASEMENT. FRAME VERTICAL WINDOW ASSEMBLY--- SECTION E-E (SILL) B)COMBINED TUBE/MULL ! Ems_— / COMPONENTS: 8"MAX.,SEE NOTE 2,THIS SHEET / ,,,—SHALLOW,FLUSH.CAP A / EXTERIOR FRAME ASSEMBLY 4"MAX. ADDITIONAL MULLION ANCHOR 5540 SERIES1�3 SEE NOTE 2,THIS SHEET FIXED CASEMENT / TUBE/MULL 4"MAX. WINDOW / 8"MAX., MIN.#10 X 3/4'SMS @ 1T 5540 SERIES SEEN 2, FIXED CASEMENT MAX O.C. LES,SEE WINDOW HEAD / \ WINDOW THIS SHEET INSTALLATION HOLES,SEE ( ) ANCHOR WINDOWS APPROVAL FOR C C / \\ 'UNDER SEPARATE APPROVAL ANCHOR INFO. 63"MAX. FRAME ASSEMBLY TUBEIMULL NOTES ALSO SEE NEXT SHEET: 1)DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES.ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE, TYPE,SHAPE,QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. 2)ANY 5640-SERIES CASEMENT,FIXED CASEMENT(UNDER SEPARATE APPROVAL)OR AWNING WINDOW(UNDER SEPARATE APPROVAL)MAY BE ATTACHED �r -- 81-1/4'MAX, TO THE FRAME ASSEMBLY TUBEIMULL,IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN.FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE,SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE ASSEMBLY. PRODUCT REVISED C)HORIZONTAL0 complying with tAo Mida SECTION C-C: 3)FOR ALL COMBINATION UNITS,ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES,AS SHOWN ON Building Oode SHALLOW,FLUSH CAP THIS SHEET,ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEGIBOX FRAMES. FOR FIN OR J-CHANNEL FRAMES Aneptaew Na 16-O ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. E�y ration Date 5540 SERIES 5540 SERIES By CASEMENT CASEMENT q)FOR FLANGE OR EQUAL-LEG/BOX FRAMES,THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW,AS SHOWN IN DETAILS,WITH MIN.#10 X 1'SHEET M.iam Dade Peodact CorUr WINDOW WINDOW METAL SCREWS.USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCTS APPROVAL,UP TO iT MAX. O.C.,ADD ADDITIONAL ANCHORS AS NEEDED.THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE.ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. • 5 THE FRAME ASSEMBLY TUBE/MULL MAY NOT EXCEED 63"IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS.TWO ADJACENT WINDOWS MAY NOT EXCEED A TOTAL OF 127-114"IN WIDTH OR HEIGHT,FROM WINDOW BUCK TO WINDOW BUCK,INCLUDING THE FRAME ASSEMBLY TUBE/MULL WIDTH. , FRAME ASSEMBLY TUBE/MULL MIN.#10 X 314'SMS @ 17" 6)SHEET 5 8 6 REFER TO UNCLIPPED MULLION MAX O.C.THROUGH ASSEMBLIES.FOR CLIPPED MULLION ASSEMBLIES SEE VINYL CASEMENT WINDOW NOA(LM) 9/9/14 DEEP,FLUSH CAP INSTALLATION HOLES,SEE EXTERIOR WINDOWS APPROVAL FOR TUBE MULLION UNDER SEPARATE APPROVAL. SEE SHEET 6 FOR FOWEI ANCHOR INFO. o FRAME ASSEMBLY TUBE DETAILS A ,m� J ROSOWSKI ASSEMBLY TUBEIMULLION DETAILS CERT.OF AUTH.#29298 � °'r'•' .i�,` 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 - A.LYNN MILLER,P.E. (941)-480-1600 d CA-5540 NTS 5 OF 11 o z° MD-5540C.0 z A P.E.#58705 EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBE/MULL.FOR ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES TEES,CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED,TUBE MULLION UNDER SEPARATE APPROVAL. 1-1/4" END CAP TO SPAN BOTH INSTALL 7 ADDITIONAL GROUP F i::S1_l/4'MAX. WINDOW ANCHOR WINDOWS,SEAL WITH ANCHORS THROUGH THE END CAP. —� 81-114"MAX. SEE NOTE2,SHEET 5 SILICONE, 00 0 13 6 0 00 O e ]/�E \ A — 40°MAX. 9/ fMAX. ,CASE. CASE. ASE. --►I 81-114-MAX. f►— 127-1/4" � SSE. .yL 2 OR MORE WINDOWS WITH VERTICAL MAX, FRAME ASSEMBLY TUBEIMULL. T TI u (4 WINDOWS MAX.) �cASE. 127-1/4" 1-1/4" MAX. EXTERIOR r— 127-1/4"MAX. ��CAS 255-3/4 127-1/4" 63, . MAX. FIXED / � CASE. cAs�. cASEtaENr CASE. 20RMORE WINDOWS(4 I 2 127-114"MAX. —�{ WINDOWS MAX.)WITH IF+-- 255-314'MAX. --�'tl HORIZONTAL FRAME ASSEMBLY TUBEIMULL. 2 OR MORE WINDOWS WITH VERTICAL FRAME SIDE VIEW ASSEMBLY TUBE/MULL.VARIOUS WINDOW TYPES AND SIZES(4 WINDOWS MAX.) i A=63"MAX.FOR FIXED CASEMENT A=40'MAX.FOR CASEMENT FRAME ASSEMBLY TUBEIMULL j NOTES FOR FRAME ASSEMBLY TUBE END CAP: FRAME ASSEMBLY TUBE NOTE: A -►I A=60"MAX.FOR AWNING FRONT VIEW 1)APPLIES TO FIN OR J-CHANNEL FRAMES. REFER TO SHEET 5 FOR THROUGH-FRAME FIXED 1-1/4" ANCHORAGE AND THIS SHEET � E,• 2)REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. FOR NAIL FIN ANCHORAGE DETAILS TYP.AT ALL FRAME ASSEMBLY TUBE ENDS 3)ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE,SEE SHEET 5. BOTH HORIZONTAL AND VERTICAL 127-1/4" \\ I 2 " MAX. \ MAX. 4)END CAP MAY REQUIRE IN-FIELD TRIMMING.STANDARD LENGTH IS 14". me• 127-114" MAX.X, C CASE' PRODUCT REVISED jM complying with the rwride Buildin0 tbdc 1250" /AWN:\ Accept—Ce No If0-0 , I --timtio IDeta 2 OR MORE WINDOWS(4 BY WINDOWS MAX.)WITH Mi Dede F:uduct ContrW —►•I� '221" —yl REMOVEFOR HORIZONTALFRAME 1.874" —�� 1,874" FIN APPLICATIONS ASSEMBLYTUBE/MULL. t11 O VARIOUS WINDOW TYPES ..`,t 111, .100" .375° .627" AND SIZES. �,!ii'd i• ''i, 3250" .060" 1.440" �;�:.;•.......•.;r`i �, .060' ,055" 'UNDER SEPARATE APPROVAL :'•)Q"-"``? SHALLOW,FLUSH ODEEP,FLUSH 81 -J CAP,PVC 92 CAP,PVC66,y" �= VINYL CASEMENT WINDOW NOA(LM) g 9/9/14 - - EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. 93 FRAME ASSEMBLY TUBE o / O END CAP,PVC FRAME ASSEMBLY TUBE DETAILS B i; J ROSOWSKI 90 FRAME ASSEMBLY1,—16 TUBE,ALUM 6005-T5 ' �r� CERT.OF AUTH.#29296 '...(54':\Ci,;. .(.�••,.• 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 v m A.L LER,P.E. (941)-480-1600 N CA-5540 NTS N 6 OF 11 o Z MD-5540C.0 a z° A RE MIL P. .#58705 -+{ 718'NOM. 718"NOM. 7/8"N M. 7/8"N M. 5/16"A/A PVB I 5/16"AIA PVB 5/16"A/A PVB 5/16"A/A PVB 7/16"AIR SPACE--\ 7/16"AIR SPACE--\ 3/8"AIR SPACE 3/8"AIR SPACE PRODUCT REVISED 1/8"A_GLASS 1/8"T_GLASS 3/16"A GLASS 3116"T_GLASS as complying with the Florida Building Code a EXTERIOR a It EXTERIOR a EXTERIOR a EXTERIOR Acceptaoca NoW1 _ 16-0Ex Italian DatBy 100-103 t"fi IhutPr GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 N K A 7/8"NO7/8'NOM. 718'NOM. 7/8"N M. I x lA na8 5/16"H1H SG 5116"HM SG 5/16"H1H SG 5116"H1H SG 0� cn U 7/16"AIR SPACE 7/16"AIR SPACE--\ 3/8"AIR SPACE 3/8"AIR SPACE (}9 N aloQ w 1/8"A GLASS 1/8"T GLASS 3116"A GLASS 3/16"T GLASS O LL o d G]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Z L tD WV 0 100-103 100.103 100-103 100.103 I...Z '°ry It z C� GLASS TYPE 9 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 Z 0 U_ z � W � a°ays –�{ 718°NO718'NOM. 7!8'NOM. 7/8°NOM. ® ' W Q F I I m LU Z a , p 7/16"AIA SG 7/18"A/A SG 7/16"A/A SG 7116"A/A SG o U a c 5116"AIR SPACE 5/16"AIR SPACE . 1/4"AIR SPACE 1/4"AIR SPACE w }Z _Z v 1/8 "A GLASS 1/8"T GLASS 3116"A GLASS 3/16"T GLASS > U G]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR apt .91,selves 100-103 100-103 100-103 100-103 ,� •„1 �i�iP; 1,;,�`'�i, GLAZING NOTES: GLASS TYPE 13 GLASS TYPE 14 GLASS TYPE 15 GLASS TYPE 16 "A'=ANNEALED - - ' W=HEAT STRENGTHENED �II— "r TEMPERED 6 !Y l� 'l- "PVB"=.090"BUTACITE®PVB �`r- BY KURARAY AMERICA,INC. GLASS TYPES 9 THROUGH GLASS TYPES 5,7,9,11,13 �'!;�,�'•, '�.._,_;,�,�.,,. 'W090 SENTRYGLAS®INTERLAYER BY KURARAY '16 MAY NOT BE USED WITH '8 15 MAY NOT BE USED IN •. .,.•• -'~ AMERICA.INC. J-CHANNEL OR INTEGRAL THE HVHZ ABOVE 30'. •"•'�(y'1 ,,,I;�t,.';-�,'° FIN FRAMES 1)FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. A.LYNN MILLER,P.E. 2)SEE TYPICAL GLAZING DETAIL ON SHEET 2. P.E.058705 NOTES: TABLE 4: Window Design Pressure,(+/-psi) Standard Use Mb table 1)BUCK DIMENSIONS SHOWN. 118'A CAP,AIRSPACE,118-A..090-PVB,1/8-A pm Wilda ret for Gass $ Sash. m G 2)FOR SIZES NOT SHOWN, UP TO THE Window Busk Width Bn) AVAINLABLE WIDTH OR HEIGHT Dimensions 24 26 28 30.683 31.052 1 31.431 1 31.819 32217 1 32.625 33.043 33.472 33.912 1 34.365 34.829 35.306 35,797 36 DIMENSION, 48 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651.70 +651-70 +651-70 +651-7D +651-70 +651-70 +65/-70 s0 +651-70 +65/-70 +65/-70 +651-70 +65/-70 +651-69.7 +65189.2 +05/•68.8 +651.68.1 +651-67.5 +651-67 +651-66.5 +65185.9 +65185.4 +/64.9 +/•64.4 +/•64.2 66 +651-70 +65-70 +65/-70 +65/-68.7 +65/-68.1 +65/-67.5 +651.67 +651.66.4 +651-65.8 +651-65.3 +/-64.7 +!•64.2 +1-63.6 +/-63.1 +/-82.5 +/-62 +/-61.8 70 +651-70 +851-70 +651-70 +651-67.5 +651-66.9 +651-66.3 +651-65.8 +651.65.2 +/-64.6 .+/84,1 +/-63.5 +/•82.9 +/-62.4 +/-81.8 H-61.2 +/-W.7 +/.60,5 71.593 +651-70 +651-70 +851-70 +651-67.1 +65/•68.5 +651.85.9 +651-65.3 +/-64.8 +/-64.2 +/-63.6 +/-63 +l-62.5 +/-61.9 +/-61.3 +/-6D.8 +1.60.2 +J-60 72 +65/-70 +651-70 +e51-70 +65187 +651$8.4 +651-65.8 +651-652 +/64,7 +/-64.1 +1-63.5 +1-62.8 +/-6Z4 +/-61.8 +/-61.2 +/-6D.7 +/•60.1 _ 73 +651-70 +651-70 +651-70 1 +651.68.7 +651-66.1 +651.85.6 +/-65 +184.4 +1-63.5 +/.6;1,1 +/-62.6 +/6Z1 +/-61.5 +/-61 +1-6D.4 74 +651-70 +651-70 +651-70 +65/66.5 +65185.9 +65/-65.3 +/-64.6 +/-63.7 +/82,9 +1.623 +/-61.7 +/-61.3 +/-60,8 +1-60.4 75 +651-70 +651-70 +651-70 +651-66.2 +651-65.7 +1.64.7 +/63.6 +163 +162.2 +/-61.5 +/60.8 +/-60.3 +169.9 76 +851-70 +65170 +851-70 +85168 +65165.1 +/-64 +163.1 +/.62.4 +/-61.6 +160.8 +160 +/-69.4 y 77 +651-70 +651-70 +651-70 +65165.2 +/•64.3 +/83.3 +/62.5 +1-61.8 +/81 +/60.2 +/68.3 m 78 +881-70 +851-70. +851-70 +1-64.3 +183.5 +1827 +/81.9 +/-61.2 */60.4 459.6 MAX.IAMB O.C.SPACING IF 79 +651-70 +65170 +651-70 +1-63.7 +/829 +/82.1 +181.4 +/60.6 +/-59.8 ANCHORINGMAX.JTHRO.C. PACING IFTHE PER MAX.O.C.SPACING IFANCHORING 80 +651-70 +851-70 +651-70 +/-63.2 +/-6Z4 +/-61.6 +/60.8 +180 THROUGH THROUGH THE INTEGRALFIN PERSHEET4 81 +851.70 +65f-70 +65/-69.8 +1-62.6 +161.8 +/-61 +/60.2 APPLES TO B,C OR DANCHORS APPUESTO FANCHORS 82 +851-70 +651-70 +65/69,6 +1622 +/61.3 +/60.5 (SEETABLE 2) (SEETABLE 3) 83 +651-70 +651-70 +651-69.5 +/-61.7 +/80.9 12.67" 4" 84 +651-70 +651-70 +65/89.3 +/-61.3 GLASS TYPES 5,7,9,11,13 &15 MAY NOT BE USED IN TABLES: THE HVHZ ABOVE 30'. Window Design Pressure,(+/-psf) emMard Use Sts tads sash,Fhga 6 ror Ciasa 6 1/6-T CAP,AIRSPACE,1!6'A,.090"PVB,118'A I6Fdoroerre Type: Window Buck Width(in) Olmenslons 24 28 28 30.683 31.052 31.431 31.819 32.217 32.625 33.043 33.472 33.912 34.365 34.829 35,308 35.797 36 48 +661-70 +65670 +65/-70 +651.70 +651-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +65/-70 +651-70 +651-70 +051-70 +651-70 +85/40 +651-70 60 +651-70 +651-70 +651-70 +65/-70 +651-70 +65/-70 +65/-70 +651-70 +651-70 +651-70 +651-70 +651.70 +65/-70 +8S/-70 +651-70 +651-70 +65/-70 68 +651-70 +551.70 +651-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +651-70 +65/-70 +651-70 +651-70 +6500 +661-70 +651-70 +65/-70 +65/-70 70 +651.70 +651-70 +65/-70 +65/-70 +651.70 +85/-70 +651-70 +651-70 +651-70 +851-70 +651-70 +651-70 +651-70 +65/-70 +651-70 +651-70 +651-70 71.593 +65/-70 +651-7D +651-70 +65170 +651-70 +651.70 +651-70 +651-70 +651-70 +65/-70 +65/-70 +651-70 +651-70 +651-69.6 +65169.2 +651-68.7 +651-68.6 72 +651-70 +651-70 +65/-70 +651-70 +651-70 +651.70 +651-70 +651-70 +651.70 +651-70 +651-70 +651-70 +65f-69.7 +851-69.2 +65188.8 +65/-68.3 _ 73 +65/-70 +85/-70 +651-70 +65/-70 +651-70 +651.70 +65/-70 +651-70 +651-70 +651-70 +651-69.8 +651-69.1 +65/88.6 +65!88.2 +65!67.7 ppp� 74 +65/-70 +851-70 +65/-70 +651-70 +651-70 +651.70 +651-70 +651-70 +65/6g.8 +65/-69.2 +651-68.8 1 +651-68.1 +65187.6 +65!87.1 75 +651-70 +651-70 +651-70 +65/-711 +651-70 +65/-70 +651-70 +651.70 +651-69.1 +651-6&4 +65/-67.6 +651-67 +651.69.5 PRODUCTREViSED as ce,mplyiug with thrFtmida 76 +651-70 +651-70 +651.70 +65/-70 +65/-70 +65/-70 +651-70 *65189.3 +651-68.4 +65/87.8 +85/-66.7 +651-66 Building Code In 77 +651-70 +651-70 +651.70 +65170 +857-70 +651.70 +65/-69,5 +651.68.8 +65/•87.8 +65/-66.9 +85185.9 AcccPennrn too �G-O )Q•,I 78 +651-70 +651-70 +65/-70 +651-70 +651-70 +651-69.7 +65188.8 +051-68 +651-67.1 +651.882 Timt Data MAX.JAMB IF MAX.O.C.SPACING IFANCHORING By 79 +651-70 +851-70 +65/-70 +65/-70 +051-69.9 +65/-69 +65188.2 +65187.3 +651-68.4 ANCHORING THROUGH THE FRAME PER BD +651-70 +651-70 +65/-70 +651-70 +651-69.3 +65168.4 +651-67.5 +85/-60.6 SHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET4 Mia ,Dade Prafsot 81 1 +651-70 1 +651-70 +651.70 1 +65169.6 +051-68.7 +66/-67.8 +65166.9 APPUESTOB,CORDANCHORS APPLIESTO FANCHORS 82 +851-70 +851-70 +857.70 +65!69.1 +051-68.2 +651-67.2 (SEE TABLE 2) (SEETABLE3) - &T +651-70 +851-70 +851-70 +65188.0 +65167.8 12.fi7" 4" 84 +651-70 +85i-70 +65170 +65188.1 s" VINYL CASEMENT WINDOW NOA(LM) 4 9/9/14 o DESIGN PRESSURE TABLES A om J ROSOWSKI TM, CERT. CERT.OF AUTH.#29296 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 d v (941)-480-1600 CA-5540 NTS N 8 OF 11 z° MD-5540C.0 z A A.LYNN MILLER,P.E. P.E.#56705 TABLE 6: Window Design Pressure,(+l-psf) Heavy-Durr use this mwe Sash,Km.& fe,Glass 7&B 3116'A CAP,AIRSPACE,1!8'A,.09('PVB,1/8'A 8 3116'T CAP,AIRSPACE,1/6'A..090 PVB,1/B'A minforoemen Type: Window Buck Width 0n) Dimensions 30.883 1 31.052 1 31.431 31.619 32.217 32.625 33.043 33.472 33.912 34.365 34.829 35.306 1 35.797 36 71.593 +69-70 +651-70 +651-70 +651-70 +65/•70 +65170 +651.70 +651-70 +65/-70 +69-70 +651.70 +651-70 +651-70 +651-70 72 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +851-70 +651.70 +651-70 +651-70 +651.70 73 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651.70 +651.70 +65/-70 +651-70 PRODUCTREVISEDthe MAX,JAMB O.C.SPACING IF MAX.O.C.SPACING IF ANCHORING as complying with the Florida 74 +651-70 +651-70 +651.70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +651.70 +651-70 +65/-70 BuildinD Code ANCHORING THROUGH THE FRAME PER THROUGH THE INTEGRAL FIN PER SHEET4 Acceptance No Ir-01(4 _ 75 +651-70 +65170 +651.70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651.70 +651-70 +651-70 +661-70 Accimtinc Dote 76 +SSI-70 +651.70 +651.70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +89-70 +651.70 +651-70 +651.70 +651-70 Al APPLIES TO B,CORDANCHORS APPLIES TO FANCHOILS 77 +851-70 +65I-70 x851.70 +89.70 +851_70 +651-70 +851-70 +(351-70 +651-70 +851.70 +65/-70 +651-70 +651-70 +651-70 (SEE TABLE 2) (SEETABlE 3) py 78 +051-70 +69-70 +69-70 +69-70 +69-70 +69-70 +651-70 +69-70 +651-70 +69-70 +651.70 +69-70 +69.70 +65/-70 12.67" q" Mi i Dade Product 79 +651-70 +89-70 +651-70 +651-70 +851.70 +69-70 +65/-70 +69-70 +651-70 +69-70 +651.70 +69-70 +6&-70 +65/-70 m ¢ BO +851.70 +89.70 +69-70 +69-70 +651-70 +89-70 +851-70 +69-70 +651-70 +69-70 +851•70 +66/-70 +65170 +651-70 81 +651.70 +69-70 +651-70 +69-70 +651-70 +69.70 +651-70 +69-70 +651-70 +651-70 +651•70 +651.70 +651-70 +851-70 N 82 +89-70 +851-70 +651-70 +89-70 +651-70 +69-70 +89-70 +89-70 *661.70 +69-70 +85/•70 +69-70 +69-70 +851-70 B3 +691-70 +69-70 +651-70 +89-70 +851-70 +69-70 +651-70 +69-70 +69-70 +69-70 +651-70 +69-70 +69.70 *851.70 n 84 +851-70 +69-70 +651-70 +69-70 +651-70 +fi9.70 +65/-70 +69-70 +651.70 +69.70 +651-70 +651-70 +65f-70 +651-70 s Y U •naa TABLE 7: O p Window Design Pressure,(+1-psf) ❑ Heavy-Duty ueathbte5le 9,10,11 }t1O• arae p o 1/8'A CAP,AIRSPACE,118'H,.090'SG,1/8'H 6 118'TCAP,AIRSPACE,118'H,.090'86,1/8'H Sesn,Hn7e 6 for Gins f:eMorcenen Type: &12 (714 3116-A CAP,AIRSPACE,118'H,.090'SG,118'H & 3fl6-T CAP,AIRSPACE,118'H,.090'SG,118'H O A u1 MAX.IAMB O.C.SPACING IF i a Wrp�, Buck Wldth(In) ANCHORING THROUGH THE FRAME PER Z LL 0 uTwD Dimensions 2p 28 ZB 3D 32 34.005 35.705 38.621 38.089 •39.129 40 SHEETS3&4 =LL E972 +701-110 +70/-11D +70/-110 +70/-110 +701-110 +701-110 +70/-110 +701.110 +70/-110 +701-110 +7p/-110U U coAPPUFSTO B,CORD ANCHORS LU- ro 'oN +701-110 +70110 +701-110 +701-110 +701.110 +701-110 +70/-110 +701-110 +701-110 +701-110 +701-110 F Z DMD +701-110 +701-110 +701-110 +701.110 +701-110 +701-110 +70/-110 +701-110 +70/-110 +701-110 +701-110 (SEETABLE2) p O +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +7(1-110 +701-110 +701-110 +701-110 +701-110 10.13" C3 Z Z LL +701.110 +701.110 +70/-110 +701-110 +701-110 +701-110 *701-110 +701-110 +70/-110 +70/-110 +701-110 0 U 'GLASS TYPES 9 THROUGH GLASS TYPES 5,7,9.11.13 p O 16 MAY NOT BE USED WITH '&15 MAY NOT BE USED IN Z_ 0) J•CHANNEL OR INTEGRAL THE HVHZ ABOVE 30'. ~ •FIN FRAMES • W LU mays ® rn H 2 TABLE 8: # LU U) H Window Design Pressure,(+/-psf) w Z -Heavy-Wly Use8115 taus 13,14, liJ W TIFFS 1/6"A CAP,AIRSPACE,3'16"A,.090"SG,3116-A & 118'T CAP,AIRSPACE,3116'A,.09('SG,3116"A Sash,H3r9e b for sass U) 3'18"A CAP,AIRSPACE,3'16"A,.090'SG,3116-A & 3116"T CAP,AIRSPACE,3116'&.09D.SG,3118'A Relrtortenen tyle: 15&16 O U Z O window Buck Width(in) w Dimensions 34.005 34.414 34.834 35.254 1 35.705 36.157 36.621 37.096 37,584 38.085 38.6 39.129 39.672 40 D Z LU ❑ 71.41 +701-110 +701-110 +701.110 +701-110 +701-110 +701.110 +701-110 +701.110 +701.110 +701-110 +701-110 +701-110 +701-110 +701-110 U c111 •FsaD soue5 72 +701-110 +701.110 +701.110 +701.110 +701.110 +701-110 +701.110 +701.110 +701-110 +701.110 +701-110 +701-110 +701-110 73 +701.110 +701-110 +701-110 +701.110 +70/-110 +701.110 +701.110 +701-110 +701.110 +701-110 +701-110 +701.110 \\1 74 +701.110 +701.110 +701-110 +701-110 +701.110 +701.110 +701-110 +701-110 +701.110 +701.110 +701-110 75 +701-110 +701.110 +701.110 +701-110 +701-110 +701.110 +701.110 +701.110 +701.110 +701.110 .�:••`',.:.1•• -/ 76 +701-110 +701-110 +701.110 +701.110 +701.110 +701-110 +701.110 +701-110 +701.110 m 71 +701-110 +701.110 +701-110 +701.110 +701.110 +701.110 +701-110 +701.110 - J"; = 78 P+701-110 +701.110 +701-110 +701-110 +701-110 +701.110 +701.110 MAX.IAMB O.C.SPACING IF - •IC79 +701.110 +701.110 +701-110 +701-110 +701.110 ANCHORING THROUGH THE FRAME PER ,�NOTES;BO +701-110 +701.110 x701-110 +701.110 SHEETS 3&481 +701-110 +701.110 +701.1101)BUCK DIMENSIONS SHOWN.APPUESTOB,CORDANCHORS82 +701.110 +701-110 (SEETABLE2) 2)FORSIZESNOTSHOWN,3 +701.110 ROUND UP TO THE NEXT I•,�,•J�;;(,'li•',84 10.88" AVAILABLE WIDTH OR HEIGHT "'- ?t DIMENSION. A.LYNN MILLER,P.E. P.E.#58705 2.815" � 2.615' --�{ dl-- Loc1c .bbP.07751"p�� IMI ht 6nuhhen 2 3 30.007'-00.!100' 3 • a ag001^fi0.000 a 2.563" 62.583•` fi VENT BOTTOM RAIL o oEXTERIOR 62 OR 60 60 USED ON STD.VENT ONLY 075• a ATTACHED TO 62 60 SHOWN USED ON HD VENT ONLY •340" .807' �— 26 23 FRAMEJAMB O HD VENT RAIL O STANDARD VENT RAIL ATTACHED TO 27 FRAME JAMB 62 60 1.168" 1.168" ATTACHEDTO p 24 VENT SIDE RAIL 0 44 26 62 g0 21 I o O 1.522" 53 1.622' .075' .075' I®� 58 FRAME SILL HD VENT STANDARD VENT 20 15 57 11 REINFORCEMENT 10 REINFORCEMENT EXTERIOR ® o ATTACHED TO ® O O t FRAMEJAMB 22 ATTACHEDTO Q 25 4 4 4 8 FRAMEJAMB o�O ATTACHED TO VENT 43 42 EXTERIOR SIDE RAIL 36 60 OR 62 6 37 28-34 2 SHOWN ATTACHEDTO 39 FRAMEJAMB PRODUCT REVISED m complying with the Plorida .316' Railding CO& Acceplen 140 1 26 884" 301" E. ntionData/ -b •1120 FRAMEJAMB HORIZONTAL HARDWARE SECTION o FRAME JAMB 1 0 754• lvf � � Miami ede Product Conlmt .035" a 1 FRAME SILL 1 FRAME SILL Fr7 I' 73 10 GLAZING EXTRUDED 80BEAD SCREEN FRAME 0 e = VINYL CASEMENT WINDOW NOA(LM) 1219/9/14 VERTICAL VERTICAL o BOM&ASSEMBLY. o m J ROSOWSKI CC HARDWARE HARDWARE NOTES: LOCK JAMB HINGE JAMB CERT.OF AUTH.#262961)SOME PARTSIOPTIONS NOT SHOWN FOR CLARITY. 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 A LYNN MILLER P.E. 2)INTEGRAL FIN FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. (941)-480-1600 '` CA-5540 ,� NTS 10 OF 11 R i MD-554013.0 e i A P.E.#58705 TABLE 9: 1 anne Frame 3.500° 3.500' 2 620126 Flange Frame PVC 3 620127 Integral Fin Frame PVC CO-EXTRUDED CO-EXTRUDED 4 620128 Equal LegBox Frame PVC WEATHERSTRIP WEATHERSTRIP 5 620130 Standard Vent Reil PVC 7 6 820173 HD Vent Rail PVC. 2.860' en 2.880' 10 620163 Standard Vent Reinfomement(Fug Length) Alum.6005-T5 1 quo11 620164 HD Vent Reinforcement(Full Length) Alum.8005-75 15 8IP247 Weatherstrip,65-/-1 dum. Flex PVC .075"20 7024 Multlfloint LockC Steel21 7011 MultMoint Lock Flet Support Plate C Steel 622 vades withsize Tia Bar C Steel 23 20222 Te Bar Guide C Steel24 7014 Multi-Lock Keeper C Steel .626' 1.375' 219" 18" 25 71024)m562PPFX #1 D-24 x 9/16"PhL PH achine Screw SS O J-CHANNEL FRAMEE FRAME 2e 78X34PPTX410 48 z 3/4"Ph1.PH Tek SS 27 7BX112PSAX #8x1-1/2"Phi.FH Tek SS . 28 20249/50 Dyed Operator(narrow vent<or=to 24"),LIR C Steel 72 86 29 20249X150X Dyad Operator(narrow vent<or=to 24"),UR SS 3.500° 3,500' 30 20251/52 Duel Ann Operator(wide tent>Ro),UR C Steel - 0Li 31 20251W52X Duel Arm Operator(wide tent>24"),UR S8 CO•IXTRUDED CO-EXTRUDED 32 7033 Dual Arm Operator Track Ss WEATHERSTRIP WEATHERSTRIP 33 20241/42 HD Dual Arte Operator,UR C Steel 7 7 34 20241X/42X HD Duel Arte Operator,UR SS EXTERIOR 2.880' 2.880" 35 20244 HO rstorc Operator Track SS T �� 36 7031 Operator Backing Plate C Steel 37 20253 Operator Cover .075' .075" 38 7030 Operator Gasket White Neoprene ��� �O❑ o 39 Standard Handle C Steel 40 7010 Folding Handle C Steel MITERED FRAME 8 1 o o 41 7019 T4iendle(rhumbtum) C Steel VENT CORNERS 218" 219° 42 7 P X 98.32 x 1/2' Ph1.PH Machine Screw SS WITH INTERIOR AND 43 7BS348S34PFAX #8x3/4"Ph1.FH SS EXTERIOR WELDS Lr�plT�./�X/ C./ 1.375' 44 78XIPS13X #8 x V Phl.FH Tek SS O3 INTEGRAL FIN FRAME O4 EQUAL LEG/BOX FRAME 45 7MC7032WRH Stud Bracket,UR C Steel 80 48 7MC7032LHX/RHX Stud Brackel,LlR Ss VENT 47 2D243 HD Stud Bracket,non-handed C Steel 48 20243X HD Stud Bracket,non-handed ss ASSEMBLY 49 7M37UVRH Egress Hinge,LIR C Steel DETAIL s7 50 73337LRVRHX Egress Hinge UR SS SCREEN 51 73338LHIRH Washable Hinge,UR C Steel 52 73338LHX7RHX Washable Hinge,UR SS ASSEMBLY 53 2024516 HD Washable Hinge UR C Steal 72 DETAIL 54 20245X/6X HD Washable Hinge UR SS PRODUCTREVISED 55 7202478 HD Washable Hinge Track,UR C Steel os connPlying with the Florida 58 720247XI8X HD Washable N[nge Track L/fi SS Bmlding Code 57 78Xd4FPAX #8x 314'Phi.FH w1#7 Head SS Acceptance too 1G-0714.11 58 731877 0 emtor Slide Plastic 6 Expiratio�P-rod.ctC-t,60 7 025 Snubber CastelBy62 720256 HD Snubber Diecesl Zinc FRAME Mi Dr 63 78Xt2PPSMSX #8x 112"Phi.PH SS 1 ASSEMBLY 64 20187 Anchor Hole Plug PVC DETAIL 72 720135 Lam]IG Glazing Bead PVC 74 Backbedding,GE 7700 or Dow 791 Silicone 78 71646N Setting Block /8"x1"z 110" 5 85-t- dum. EPDM NOTES: ,� 1 `1`.I t.. /! 'r 80 67006 Extruded Screen Frame `• �.�`• r 84 47040 Screen Comer Key 1) ME PARTSOME NOT SHOWN ON •:5-C' , `I , J _ a5 7CASPM ITension Spring DRAWING FOR CLARITY. /= VINYL CASEMENT WINDOW NOA(LM) - 9/9/14 88 61616034 Screen 00th 8 Screen Spline achine/Hand Rolled 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER a� JROSOWSKI 81635!24 87 .140' FRAME TYPES,PARTS#2.4,APPLY. "' BOM&ASSEMBLY B 90 020160A Frame Assembly Tube Alum.8005-75 0 0 .•.,j �L' J6,11YI16 91 820177 Shallow,Flush Cap PVC 3)I7-9,12-14,16-19, . 92 820178 Dee Flush Ce PVC ITEMS# 59,61,65.71,73, 75-77,79,81.83,88,89 8 93-99 ARE NOT USED CERT.OF RUTH.#28296 •-.`•<irPr, •' y.^. AND ARE NOT PART OF THIS APPROVAL. •• 1070 TECHNOLOGY DRIVE 4)ROYAL PVC TO BE LABELED FOR AAMA N.VENICE,FL 34275 v v - r FxTRuoeR CODE. (941)-480-1600 CA-5540 NTS , 11 OF 11 3 Z MD-55400,0 z A A LYNN r11LL'Eft.P.E. o P.E.#68705 I MIAMI-RADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA"shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may 'immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRII'TION: Series'PW-5520 Vinyl'PVC Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11,dated 09/09/14,with revision A dated 06/08/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0930.25 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 Manuel Perez,P.E. NOA No. 16-0629.12 MIAMI•DADE COUNTY Expiration Date: April 30,2020 Approval Date: August 04,2016 -71 t(O Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 14-093 0.25) 2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, with revision A dated 06/08/16, 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 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7897, dated 08/01/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 14-0930.25) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition(2014),dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Subfnitted under previous NOA No. 14-0930.25) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory.and Economic Resources(RER). a/✓L Manuel Pe E. Product Control xam' er NOA No.1 9.12 Expiration Date: April 30,2020 Approval Date: August 04,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.T.DuPont DeNentours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. E. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010 and FBC-5' Edition (2014),dated September 27,2014,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0930.25) 2. Statement letter of no financial interest, dated September 27,2014, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA No. 14-0930.25) 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon,P.E. Supervisor, Product Control Section. (Submitted under previous NOA No. 14-0930.25) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 14-0930.25, issued to PGT Industries, Inc. for their Series "PW-5520 Vinyl"PVC Fixed Window–L.M.I. approved on 04/30/15 and expiring on 04/30/20. 7 7 da fi(,�/j Manuel Perez,PX.— Ex Product Control am ner NOA No. 16-0629. 2 Expiration Date: April 30,2020 Approval Date: August 04,2016 E-2 GENERAL NOTES:SERIES 5520 IMPACT RATING DESIGN PRESSURE RATING IMPACT RESISTANT,VINYL FIXED WINDOW LARGE&SMALL MISSILE VARIES PER GLASS TYPE,SEE IMPACT RESISTANT TABLES 4-13,SHEETS 6-10 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY MAX.BUCK WIDTH SEE TABLES 413 MAX.BUCK WIDTH SEE TABLES 49 HURRICANE ZONE(HVHZ). (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. MAX'O.C.SEE 1.25'MAX. B.SEE_- _ TABLES 413 6"MAX. D,SEE_.. MAX.O.C.SEE TABLES 4-9 FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD SHEET 3 I SHEET 4 - PRODUCT RBVIS'BD LITE(CAP)MUST TEMPERED. ns complying with ftFMBRfe I •.� Building Code 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE Acceptmcc Too 1�O' •�2 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR VISIBLE VISIBLE f_,ppk km Date U EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND LIGHT WIDTH MAX.BUCK LIGHT WIDTH CONCRETE WITH MIN.KSI PER ANCHOR TYPE. HEIGHT,SEE ______ _ _ (' TABLES 4.13 „ ,:rn s•1-Profiwl ba A 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED IX I (LONG ORINSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL — SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1F1/ 2"IT IS TH CIK NSTALLED DIRECTO GREATER.1XLAND 2X ' I SHORT SIDE) ¢T -HEET16-ADDED SPACERS BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE A / VISIBLE r / VISIBLE O SHEET 11. STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE I LIGHT A,SEE C LIGHT C,S TSEE N ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). / HEIGHT SHEET 3 HEIGHT SHEET 4 z 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR I / / MAX.BUCK > STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. I y HEIGHT,SEE p INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEAUNGIFLASHING MAX O.C. 1 TABLES STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES (LONG OR Y Q AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4-13 I MAX.O.C. SHORT SIDE) j ,�- m •nay SEE ' kx 6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT } TABL_S >. IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED ' LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST I I - I U N C4 LOADS IMPOSED ON THEM BY THE WINDOW. B�— 6'MAX. f D -- 1.25'MAX. t•+— O A A -a 19 7)DESIGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL Z(i rl_j � Amo a A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLETEST PRESSURE,FRAME FLANGE FRAME(90°CORNERS) FRAME(90°CORNERS) U U X N c ANALYSIS AND GLASS PER ASTM E1300. (ANCHORED THROUGH NAIL FIN) 1 z5"MAx Ld z p w B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE m p c6 OMO TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 6'MAX. --� �•f- Q O * O 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 8'MAX. Z O.Z 1= LL WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3% MAX, Z W p STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 MAX D.C. O.C. J LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. SEE TABLES MAX.O.C.SEE �y W ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET /413 TABLES 4B r SEE ® m O❑ IaavS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ,/ J+._ TABLES .(\ T 49 Z_ W lD 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX.O.C. • } a p Z CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING / SEE TABLES / VISIBLE I W Z olo-g JURISDICTION. LIGE 4.13 LIGHT X_ _j o 10)REFERENCES:TEST REPORTS FTL-7697;ELCO ULTRACON NOA;ELCO CRETEFLEX HEIGHT LL ul N NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE& / HEIGHT I MAX.BUCK ~ m BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN / MAX.BUCK HEIGHT,SEE ULU SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN HEIGHT,SEE / TABLES R MANUAL TABLES 49 (LONG OR LONG OR VISIBLE SHORT SIDE) 11)'PVB"=.090"BUTACITEG PVB BY KURARAY AMERICA,INC. LIGHTIWIDTH SHORT SIDE) LIGHT WIDTH �,\�� NN y LYry 'SG"=.090'SENTRYGLASG INTERLAYER BY KURARAY AMERICA,INC. L `�` ���.•""'• 6'MAX GENERAL NOTES.........................I VISIBLE LIGHT FORMULAS T} I' —111.. �: ELEVATIONS.................................1 6'MAX. 1.25" - I'� MAX•O.C.SEE TABLES 49 --►I�— 1.25"MAX. =* No.58i`05 •: WIDTH:BUCK WIDTH-43/16° FRAME,GLASS 8 ANCHOR MAX.O.C. HEIGHT:BUCK HEIGHT-43!18' II''���tt�� MAX. _ OPTIONS.............................2 SEE TABLES 413 'O INSTALLATION.FLANGE& MAX,BUCK WIDTH SEE TABLES 4-13 MAX.BUCK WIDTH SEE TABLES 49 L, V17,44(EQUALLEG..........................3 STANDARDS USED: (SHORT OR LONG SIDE) Q•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION (SHORT OR LONG SIDE) �� `` INSTALLATION,INTEGRAL FIN& TYP,INTEGRAL FIN& F �ORIDP J-CHANNEL..........................4 -ASTM E1300-09 TYP.EQUAL-LEG/BOX& �, S+ \ GLAZING DETAILS. •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION FLANGE FRAME(CURVED J-CHANNEL FRAME(CURVED OR �i,S/ NG 0 ' - DESIGN ., O1VA E\\\. DESIGN PRESS URES.................8.10 -ALUMINUM DESIGN MANUAL,ADM-2010 OR ANGLED CORNERS) ANGLED CORNERS) /11,1111) 1\ \ BOM BASSEMBLY.......................11 •Alsl-sloo-07ls2-2010 (ANCHORED THROUGH NAIL FIN) A.LYNN MILLER,P.E. P.E.N 58705 TABLE 1: WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Glass Description Table Type # 7 718"Laminated I.G.:118'A Exterior Cap+7/16°Air Space+5/16"Laminated;(2)Lues of 1/8"A Glass with.090"PVB Interlayer 4 8 7/8"Laminated I.G.:1/8"T Exterior Cap+7/16"Air S ace+5/16"Laminated; 2 Liles of 1/8"A Glass with.090"PVB Inteda er 5 "A"=ANNEALED p p ( ) Y "H"=HEAT STRENGTHENED 9 7/8°Laminated I.G.:3/16"A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Liles of 1/8"A Glass with.090"PVB Interlayer 6 "r.-TEMPERED 0 0� 10 7/81 Laminated I.G.:3/16'T Exterior Cap+3/8"Air Space+5116"Laminated;(2)Lites of 118"A Glass with.090"PVB Interlayer 6 "PVB"=.090"PVB INTERLAYER"SG"=.090°SENTRYGLAS Box OR 11 1"Laminated I.G.:1/8'T Exterior Cap+7/16"Air Space+7/16"Laminated;(2)Lites of 3116°A Glass with.090"PVB E Interlayer 7 INTERLAYER �Q EG QUAL �� 12 1"Laminated I.G.:3116"A Exterior Cap+3/8'Air Space+7116"Laminated;(2)Lites of 3/16"A Glass with.090"PVB Interlayer 8 FLANGE c� O� 13 1"Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass with.090"PVB Interlayer 9 14 1°Laminated I.G.:3/16"A Exterior Cap+318"Air Space+7/16"Laminated;(2)Utes of 3/16"A Glass with.090"SG Interlayer 10 15 1"Laminated I.G.:3/16"T Exterior Cap+3/8°Air Space+7/16"Laminated;(2)Lites of 3116"A Glass with.090"SG Interiayer 11 'GLASS TYPES 14 THROUGH 16 1'Laminated I.G.:1/8°T Exterior Cap+7/16"Air Space+7/16"Laminated;(2)Lites of 3/16°H Glass with.090•SG Interlayer 12 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL 17 V Laminated I.G.:3/16"T Exterior Cap+318"Air Space+7/16"Laminated;(2)Lites Of 3/16"H Glass with.090"SG Intedayer 13 •FIN FRAMES. TABLE 2:ANCHORS INSTALLED THROUGH FRAME Min.Edge Min. 'MIN.OF 3 THREADS Group Anchor Substrate BEYOND THE METAL a I Distance Embedment• SUBSTRATE.FOR TEE P.T.Southern Pine(SG=0.55) 7116" 13/8" SL STUDS,MIN O� IM R �Q #10 SMS TEE KSI. J-CHANNEL (steel,16M S.S. Steel,A36' 3/8" 0.050" FI Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.) "UNGROUTED CMU" (� Or 410 S.S.) VALUES MAY BE OLS O� A Aluminum,606375• 318" 0.050" P.T.Southern Pine(SG 0.55) 7/16' 1�/8" USED FOR GROUTED CMU APPLICATIONS. 3/18°steel Ultracon Concrete(min.2.85 ksi) 1" 1-3/8' Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" #12 SMS P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" B (steel,18.8 S.S. Steel,A36' 318" 0.050" or 410 S.S.) Steel Stud,A653 Gr.33' 3/8" 0.0451'(18 Ga.) ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES Aluminum,6063.75' 3/81 0.063" BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4.13,SHEETS 610. 1/4"steel Ultracon Concrete(min.2.85 ksi) 1" 1314" LONG LONG LONG SHORT C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" Imo- SIDE SIDE SIDE SIDE 1/4"steel Creleflex Concrete(min.3.35 ksl) 1° 1-314° -- - 1/4°steel Ultracon P.T.Southern Pine(SG=0.55) 1° 13/8" Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4° 1/4"steel Creleflex P.T.Southern Pine(SG=0.55) 1° 1-318" w I I m w 1/4"steel P.T.Southern Pine(SG=0.55) 1" 1-3/8" 1 L 1 w PRODUCT REVISED D Aggre Gator Grouted CMU,(ASTM C 9D) 2° 2" LONG LONG LONG LONG LONG c9 J as wmplying with the Ranh SIDE yi I� SIDE -'I )'�- SIDE I� SIDE -�'i IF SIDE --i z P Building C.& 16-t�,Za) 1!4"steel Ultracon Concrete min.2.65 ksi 2-1/2" 1-3/4^ r--- r- - l r---- F- -1 r -I. ° n rants No 2 e ) T T T T T .° Daft AND 1/4"steel Creleflex Concrete min.3.35 ksi 2-1/2" 1314' F I � I I I I � 1 1/4"steel Aggre-Gator Concrete(min.3.275 ksl) 1-112' 1-3/6" ool 11 U91 I I oo oo oo Dy "NI NNI I NN N11"I 1 Nu' tt; I ads Product TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN I i i 1 L- -J L J Group Anchor Substrate Min.Edge Min. ; Distance Embedment• E 2-112"x.131"Common Nell P.T.Southern Pure($G=.55) 318' 2-7/16' 2-112"Mrigahank Rooting Nell P.T.Southern Pine(SG=.55) 318" 2-7116" P.T.Southern Pine(SG=.55) 112' 1-3/8' 9/9/14 VINYL FIXED WINDOW NOA(LM&SM) g 9/9/14 #10 Trusshead SMS Aluminum,6083-T5• 3/8' 0.050" (steel,18.8S.S. " GLASS/ANCHORS/FRAME OPTIONS �m J ROSOWSKI or 411 S.S.) Steel Stud,Gr.33' 318" 0.0451°(18 Ga.) o` g F Steel,A38' 3/8" 0.050" P.T.Southern Pine(SG-.55) 9116" 1-318" •MIN.OF 3 THREADS CERT.OF AL #29296 #12 SMS Aluminum,6063-T5• 3/8' 0.083' BEYOND THE METAL 1070 TECHNOLOGY DRIVE (steel,18-8 S.S. Steel Stud,Gr.33' 3/8" 0.050 SUBSTRATE.FOR Or 410 S.S.) STEEL STUDS,MIN N.VENICE,FL 34275 H y d A.LYNN MILLER,P.E. Steel,A36* 318° 0.050' Fu=45 KSI. (941)-480-1600 PW-5520 ° NTS ° 2OF11 oz° MD-5520.0 5 A PE" 58705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET. ANCHOREDTHROUGH 1 EMBEDMENT FRAME INTO 2X WOOD EDGE DISTANCE 1_ 1/4"MAX. 1/4•MAX FRAME OR BUCKSTRIP. I SHIM 2 4 SHIM SEE NOTE 2,THIS SHEET. EDGE I C EDGE FLANGE EMBEDMENT DISTANCE 5 Q DISTANCE FRAME 1 y SHOWN 0 J—L •a L1/4"MAX. TYP.ANCHOR TYPE, - �� 1"THICK I.G. �� V TYP.ANCHORTYPE, 2 SHIM EMBEDMENT AND EDGE EMBEDMENTAND DISTANCE PER EDGE DISTANCE PER TYP.ANCHOR TYPE, SUBSTRATE, SUBSTRATE,SEE EMBEDMENT AND SEE TABLE 2,SHEET 2. TA13LE 2,SHEET 2. 6 EDGE DISTANCE PER SUBSTRATE,SEE a 5 TABLE 2,SHEET 2. •e 00� 716"THICK I.G. �0 - FLANGE EXTERIOR VISIBLE LIGHT WIDTH 7 FRAME EQUAL- NOTES: SHOWN LEGBOX FRAME 7/8°THICK I.G. BUCK WIDTH 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS SHOWN LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 3 SHEET 2. PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN BUCK VISIBLE 1-1/2°THICK ARE TO BE CONSIDERED 1X 1/4"MAX HEIGHT LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF SHIM #10 OR#12 STEEL —.{ 1/4°MAX.SHIM HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2°THICK OR SMS(G5),SEE GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE TABLE 2,SHEET 2. DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM 1"THICK I.G. BEADING TO BEADING. FLANGE EQUAL PRODUCT REVISED FRAME LEOBOX as complying with Brc Florida SHOWN FRAME Buildiag Cade .112 TYP. TYP.ANCHOR TYPE, SHOWN o A` Invaca Na EXTERIOR EMBEDMENT AND l=J❑ EXTERIOR ❑ Exy'rglm^£r!�b- � EDGE DISTANCE PERfl vly,i a 4 LLLJJJ SUBSTRATE,SEE INSTALLATION 17 INSTALLATION 'P1°dtx ° EQUAL• TABLE z,SHEET z. OPTION 4 OPTION 4 LEGBOX ANCHORED THROUGH ANCHORED THROUGH FRAME 1/4"MAX.SHIM FRAME INTO METAL FRAME INTO METAL SHOWN VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 EMBEDMENT - VISIBLE LIGHT FORMULAS o FLANGE&EQUAL-LEG/BOX FRAMES o� J ROSOWSKI 7 6 l� INSTALLATION WIDTH:BUCK WIDTH-4-3/16" OPTION 2 HEIGHT:BUCK HEIGHT-4-3/16° ANCHORED THROUGH EDGE DISTANCE CERT.OF AUTH.#29298 ry FRAME DIRECTLY INTO 1070 TECHNOLOGY DRIVE CONCRETE/CMU. VERTICAL SECTION B-B N.VENICE,FL 34275v - (941)-480-1600 N PW-5520 . NTS N 3 OF 11 o z° MDP.E.#58705 -5520.0 z A A.LYNN MILLER,P.E. INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 INSTALLATION OPTION 5 1!4"MAX.SHIM ROIla"MAX.SHIM ANCHINTOZUGH ANCHORED THROUGH ANCHORED THROUGH EMBEDMENT FRAMEEINTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. I+— EDGE DISTANCE f INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP.SEE SEE NOTE 2,THIS SHEET.+ EMBEDMENT O NOTE 2,THIS SHEET. FRAME OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. EDGE 1 3 EDGE DISTANCE DISTANCE �--I J-CHANNEL I � 6 Q FRAME y El Q SHOWN ❑ mEMBEDMENT 1'THICK I.G. 1 1/4'MAX SHIM TYP.ANCHOR TYPE, EMBEDMENT AND D TYP.ANCHOR TYPE, EDGE DISTANCE PER EMBEDMENT AND EDGE SUBSTRATE,SEE 6 a ^ DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. INTEGRAL TYP.ANCHOR TYPE, IL JI EDMENT AND EDGE 5 SEE TABLE 3,SHEET 2. (SCREW SHOWN) FIN DISTANCE PER UBSTRATE, (NAIL SHOWN) o❑ 7/6'THICK I.G. D FRAME J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH 7 SHOWN SEE TABLE SHEET 2. (NAIL SHOWNN) FRAME R 7/8"THICK I.G. NOTES: SHOWN V ' BUCK WIDTH 1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2 8 3,SHEET 2. - FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3 SHEET 2. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS BUCK VISIBLE THAN 1-12'THICK ARE TO BE CONSIDERED 1X HEIGHT LIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1/4"MAX.SHIM #10 OR#12 STEEL 1/4'MAX' WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK SMS(G5),SEE SHIM OR GREATER.1X AND 2X BUCKS(WHEN USED) TABLES 2&3, ^ SHALL BE DESIGNED TO PROPERLY TRANSFER SHEET 2. L� LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO 1"THICK I.G. REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. �Q Q FIN AND/OR PRODUCTg With D FLANGE MAY BE m ihfias iodwith tlea Ftarida I� Building Code I REMOVED IN-FIELD i INTEGRAL FIN OL.� EXT7 R o DamEXTERIOR TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN J3 AND EDGE DISTANCE PER Prodikl SUBSTRATE,SEE TABLE 3,SHEET 2. INTEGRAL (SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8 FIN1/4"MAX INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, FRAME SHIM INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2. ,1 . SHOWN ❑ o INSTALLATIONEDGE9/9/14OPTION 5 I DISTANCE VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 ANCHOREDTHROUGH J INTEGRAL FIN INTO 2X o J-CHANNEL&INTEGRAL FIN FRAMES11.-I J ROSOWSKI - l WOOD FRAME OR VISIBLE LIGHT FORMULAS 6 66 ';'•_ BUCKSTRIP.SEE NOTE 2, ® ^ WIDTH:BUCK WIDTH-4.3116' THIS SHEET. EMBEDMENT HEIGHT:BUCK HEIGHT-4-3116' CERT.OF AUTH.#28296 z V 1070 TECHNOLOGY DRIVE ERTICAL SECTION D-D N.VENICE,FL 34275 v , . (941)-480-1600 N PW-5520 NTS 4 OF 11 oz MD-5520.0 z A A.LY PE.#58.E.#58705 05 P.E. -�I 7/8"NOM. 7/8"NOM. -+-{ 718"NOM. 7/8'NOM. 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB I 5/16"A/A PVB 7116"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE FRODUCT REVISED crs M,plyi g with ft Florida 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS DWI code G]EXTERIOR a EXTERIOR a EXTERIOR <�EXTERIORAuxpWnce No `LR F'npfmtiun Dam OD r 80.83 60-83 80-83 80-83 Mi a odc Product Cur+ GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 N K M p �+- 1"NOM. l"NOM. 1'NOM. VN M. I I U) a - w a' U) -7.-d- 7/16" n .Aea7/16"AIA PVB 7/16"AIA PVB 7/16"A/A PVB 7/16"AIA SG rn 3:o m O c 7/16"AIR SPACE 3/8"AIRSPACE 3/8"AIR SPACE 3/8"AIR SPACE } a =,.aU) o cli 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS % 3/16"A GLASS O 04 � a EXTERIOR a EXTERIOR a 19 EXTERIOR a EXTERIOR Z LL U)LL � Mo+O XLwj XN o 80 83 80 83 80 83 80 83 F-Z m O � 0�6 Dsa w GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z a z 0 0 z 0 I==vs o _z U y �+-- l"NOM. -►{ I+- 1"NOM. 1'NOM. -�I }� F Z I I I I ¢ W p °+°'S 7/16"A/A SG 7/16"H/H SG 7/16"H/H SG EXTERIOR 0 1X11 Z 04 Lo 318"AIR SPACE 7/16"AIRSPACE 3/8"AIR SPACE a > 112"NOM.GLASS O Z d 3/16"T GLASS 1/8"T GLASS 3/16"T GLASS Bo-S3 BITE TYP. > L6 aEXTERIOR a EXTERIOR a EXTERIOR aglt •Wrap saueS 7 O 74 80.83 80-83 80-83 GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 7B GLAZING NOTES: , •• .. .. c? ... ��� ;':c;,��..' 'A'=ANNEALED• GLASS TYPES I4 THROUGH "H'-HEAT STRENGTHENED '17 MAY NOT BE USED WITH TYP.GLAZING DETAIL 'T'=TEMPERED •J•CHANNEL OR INTEGRAL 'PVB"=.09O'PV13 FIN FRAMES '. . 'SG'_.090"SENTRYGLAS A.LYNN MILLER,P.E. P.E.058705 TABLE 4: Window Design Pressure,(+l-psQ Use this lade for Glass 7 1/8"A Cap-Airspace-5/16"A/A with PVB Type: Window Long Side(In) TAE4LE DIMENSIONS MAYBE Dimensions 51.05 54 56 56 62 64 68 72 76 80 84 87 ORIENTED VERTICALLY OR 18 +/-50 +/-50 +/•50 +1-50 +/-50 +/50 +/-5D +1.50 +/-50 +/-50 +/-50 +/•50 HORIZONTALLY AS SHOWN. 20 +/-50 +/-50 +1.50 +150 +/-50 +/50 +/-50 +/50 +/50 +/-50 +150 +/-50 LONG PRODUCT REVISED SIDE y complying with 0111 Flhntla 22 +/-50 +/-50 +/-50 +/-50 +/•50 +/50 +/-50 +/-50 +/-50 +/-50 +/•50 +/-50 LONG SIDE B61du-16Code 24 +/-50 +/-60 +/-50 +150 +/•50 +/-5D +1.50 +1-50 +1-50 +/50 +1-50 +/-50 A�"PcutceN°t�OO �{'ti Espimi Date t 26 +/-50 +/-60 +1.50 +/5D +/-50 +/-50 +/50 +/-50 +/-50 +150 +/-50 +/-50 SHORT 28 +/50 +1•50 +1-50 +/5D +1.50 +/-60 +/50 +/-50 +/-50 +/50 +/50 +/-50 SIDE Bj,n,i pale Product d 30 +/-50 +150 1 +/-50 +150 1 +/-50 +1.50 +/50 +/-SO +150 +/50 +/50 SHORT -_ 32 +1_50 +150 +/-50 +/-50 1 +150 +150 +/SO +1.50 +150 +1.50 1 SIDE r-- v y 34 +/50 +150 +/50 +150 +/-50 +/-50 +/-50 +/-50 +/-50 0` } = 36 +150 +/-50 +/-60 +/•50 +/-50 +/50 +/-50 +/•50 I►- LONG SIDE -.•-I y 38 +/-50 +150 +1-50 +1.50 +/-50 +150 +150 T- M 40 +150 +/.50 +/50 +!•50 +/50 +/-50 Sa 42 +/50 +/-50 +/-50 +15BDIDEET 0 +/-50 MAX.O,C,SPACING ANCHORING MAX.O.C.SPACING IFAN[MORING � LONG THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 SSIDE 44 +150 Q +1-60 +150 +/50 i W APPLIES TO A,B,C OR 0 ANCHORS APPLIES TO E OR F ANCHORS _L__ nay 46 +/-50 +/50 +/-50 � (SEE TABLE 2) 48 +1.50 +/-50 IS" (SEE TABLE 3) 0 B3 0 O 61.05 +/-50 N ti alaO O N -`I SHORT I_ O au') -1 SIDE f -jJ rn� ZLL Lr)Li-i Mva TABLE 5: 00U; X p, m u Window Design Pressure,(+/-psfl F.Z Us m0 0Mo for Glass O 1/8"T Cap-Airspace-5116"AIA with PVB Type: 8 o z ate'z ° d a Window Long Side pn) vO� LLI O Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 Z ¢ m 32 +/a0 +1.50 +/50 +/-50 +150 +/-50 +/•50 +/50 +150 +/•50 +150 +/50 +/50 0 a O W haus 34 +/50 +/•50 +/-50 +150 +/50 +/-50 +/50 +/50 +/50 +/50 +/-50 +/47.3 +/-46,7 ® b," Z 36 +150 +/•50 +150 +1-50 +/50 +/•50 +/•50 +150 +/50 +/-50 +147.5 +/-05.4 +1-44.6 z _ V) Z 38 +/50 +/-50 +/•50 +/•60 +150 +/•50 +/•50 +150 +/50 +/-49.1 +1-46.1 +143.9 < W W 40 +150 +/•50 +/50 +1.50 +/50 +/-50 +/-50 +/50 +/-50 +1.48.2 +145.1 a X W o CL 42 +150 +/-50 +1.50 +/50 +/50 +/-50 +/-50 +/50 +/-09.8 +/-07.4 0 LL Z m 44 +150 +/-50 +/•50 +150 +150 +1.60 +/-50 +/50 +148.9 Z y 46 +/50 +/-50 +150 +1.50 +/50 +/-50 +150 +149.9 LIJ D. c 48 +150 +/-50 +/-50 +/50 +/50 +/-50 +150 e> •a�O sauas rn 50 +150 +/-50 +/•50 +1-50 +150 +/•50 62 +/50 +1-60 +/-50 +/-60 +150 MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACING IF ANCHORING 54 +/50 +1-50 +/•50 +/50 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 NOTES: 66 +/50 +1.50 +1-50 APPLIES TO A,B,COR DANCHORS APPLIES TO EOR F ANCHORS 1)BUCK DIMENSIONS SHOWN. (SEE TABLE 2) (SEE TABLE 3) 68 +/50 +1-50 15" 3.51'FORE ANCHORS,4"FOR F ANCHORS 2)FOR SIZES NOT SHOWN,ROUND UPTOTHE 60.926 +150 NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. ... A.LYNN MILLER,P.E. P.E.058705 TABLES: Window Design Pressure,(+/-psf) use lbs table 3116"A Ca -Airspace-5/16"AIA with PVB forGlass 9&10 3116"T Ca -Airspace-5/16"A/A with PVB Types: T TABLE DIMENSIONS MAYBE }I Window Long Side Cin) ORIENTED VERTICALLY OR Dimensions 60.926 84 66 88 70 74 77 80 84 87 92 97 >� HORIZONTALLY AS SHOWN. 32 +/50 +1-50 +/-50 +/-50 +r-50 +/-50 +/SO +/-50 +1-60 +/-50 +/-50 +/-50 +r-60 LONG PRODUCf REVISED SIDE M-mPlying with dss Ftn{da 34 +/50 +ISO 450 +/-50 +/-50 +/-50 +/SO +/-W +/-50 +!•50 +/50 +/-W +/-60 �— LONG SIDE S Building Cade '9 Ac«tanto No!(vo _ t 36 +iso +/-So +r-50 +r-50 +/.so +aw +/50 +/-50 +/-90 +/-sD +/-so +150 +r50P 2. Expimlian Date 38 +/-50 +1-50 +/-50 +150 +/-50 +1.50 +/-60 +/-50 +/-90 +/-90 +/-50 +/-50 40 +/50 450 +/-50 +/50 450 +1.50 +/-60 450 +1-50 +/•50 +/-50 SHORT Dy SIDE � Mi .�i cProdut:! 42 +/50 +1.50 +ISO +/-50 +/•50 +1-50 +/50 450 450 +/-W SHORT 44 +/50 +I-RD 450 450 +/-50 +/-5D +/50 +/-50 +/-0 �— SIDE Ria 46 +/50 +1-W +/-50 +/50 +ISO +/-50 +150 +/-50 48 +/50 +/-60 +/-5o +/•50 450 +/.50 +ISO ; U) LONGSIDE —►{ 50 +r5o +r-so +1-50 +/-so +!-so +1.50 52 +150 +150 +/-50 450 +/•50 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 SHORT 64 +l50 +150 +/S0 +/•50 SIDE LONG APPLIES TO A,B,COR DANCHOfls APPLES TO EORFANCHORS Ed SIDE Be +/5D +l-50 +1-50 (SEE TABLE 2) (SEETABLE3) i Y a J_ N �naa 58 +l50 +r-so LS' 3.5"FOR E ANCHORS,4"FOR F ANCHORS 'O� 60.926 +/50 p rn N p N ala0 D0 : N SHORT O j � In TABLE 7: SIDE Z LL 04-J 0 "�w0 g Window Design Pressure,(0-pso Use this taNe 3:U —00 xUj 1/8"T Cap-Airspace-7/16"A/A with PVB m.Type. 11 LUZ m o no 9MO Window Long Side Qn) Q O Y- g m Dlmenslons60.926 64 66 68 70 74 77- 80 84 87 92 97 99 o Z 0-Z Q to 32 +/-70 +1.70 +1-70 +/-70 +1-70 470 +/.70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-700 � p 34 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/•70 +/-70 +/-70 +1-70 70 +1.70 � F +1 36 +1-70 +1-70 +1-70 +1-70 +1.70 +1-70 +/-70 +/-70 +1-70 +/-70 470 +/-70 +1-70 ® g p W Iaayg 38 +1.70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +I.70 +/-70 +/-70 +1-70 +I70 6 z it 40 +/-70 +1-70 +/-70 +/-70 +1-70 +1.70 +1-70 +/-70 +1.70 +1-70 +1-70 Z; � F- 42 +1.70 +/-70 +/•70 +/--70 +1.70 +/-70 +/-70 +/.70 +/•70 +/-70 O W aI„S m 44 +1-70 +1-70 +/-70 +1-70 +1.70 +/-70 +/-70 +/-70 +/-70 o X CL p N 46 +1.70 +1-70 +1.70 +/•70 +1-70 +/-70 +/-70 +1.70 r g 48 +/70 +1-70 +170 +170 +/70 +/-70 +/70 z w H 50 +1.70 +1-70 +1-70 +/-70 +/-70 +/-70 > p a 62 +/•70 +1-70 +1-70 +/-70 +/-70 MAX.0.-SPACING IFANCHORING MAX.O.C.SPACING IF ANCHORING aql —.0 sauas 64 +/•70 +/-70 +/70 +/-70 THROUGH THEFRAME PERSHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 , 56 +/-70 +/-70 +1-70 APPUESTO8,CORDANCHOR5 APPUESTOFANCHORS 98 +1-70 +/•70 (SEE TABLE 2) (SEE TABLE 3) NOTES: 15.5” 4" 1)BUCK DIMENSIONS SHOWN. 60.926 470 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. �-�• r 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 67 I C FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. A.LYNN MILLER,P.E. REA 58705 TABLE 8; Window Design Pressure,(+l-pstl Use this table for Glass 12 3116"A Cap-Airspace-7/16"A with PVB Types: Window Long Side(In) TABLE DIMENSIONS MAYBE Dlmenslons 69.649 71 73 75 78 80 85 86 89 92 96 99. ORIENTED VERTICALLY OR 32 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-7D +/-70 +/-70 +1-70 HORIZONTALLY AS SHOWN. 34 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-7D +/-70 +1-70 LONG PRODUCT REVISED 36 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/•70 +/-70 +/.7D +/-70 +/-70 +/-70 SIDE ns c-plying with dm nwaa �- Co Bu, de 38 +1-70 +/•70 +1-70 +/-70 +/-70 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 LONG SIDE �cilccprmc�Ploi(e2p .1�Q,.,r�,� ExpiNm Da¢ 40 +1-70 +1-70 +1-70 +/-70 +/-70 +1.70 +/-70 +1.70 +/a0 +1-70 +1-70 +/a0 42 +/-70 +1-70 +I-70 +1-70 +/-70 +I-70 +1-7D +/-70 +/-70 +/-70 +/69.6 +/66.7 SHORT By SIDE Miami adc Pcsdec! 44 +1-70 +/-70 +/-70 +/-70 +1.70 +/-70 +1-70 +1.70 +/-70 +/.69.9 +/-66.4 +1.63,7 y SHORT 46 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +1{9.9 +/-67.4 +/-63.9 +1-61.7 J- SIDE 48 +1-70 +1.70 +1-70 +1-70 +/-70 +/-70 +/•70 +/-70 +/37.8 +/-65.3 +/-61.9 +/-59.7 ' e v 60 +/-70 +1.70 +1.70 +/-70 +/-70 +/-70 +/-69.5 +/-68.5 +/-6519 +/-63,4 +/-59.9 (o52 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-67.8 +/-66.9 64.2 +76t,6 �- LONG SIDE +/. -� = 54 +/-70 +/•70 +/-70 +/-70 +/•70 +/-70 +1-66.2 +/-65.3 +/-62.6 to 56 +/-70 +1.70 +/-70 +/-70 +/-70 +/-69.2 +134.7 +/33.8 SHORT LONG 57 +1.70 +1.70 +1-70 +/-70 +/-69.8 +/-68.1 +134 SIDE SIDE Q Y 60 +/•70 +/-70 +/-70 +/-69.7 +/-67 +/-65.3 � j "t cp ��aa 62 +/-70 +1.70 +1$9.9 +/37.9 +/-65.2 MAX.O.CSPACINGIFANCHORING MAX.O.C.SPACING IF ANCHORING Of THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 0 U) 64 +/•70 +1-70 +13 0 8.3 +/-66.3 APPLIES TO B,C OR D ANCHORS APPUES TO F ANCHORS -A n � slap O N 66 +/-69.9 +/-68.9 +1-66,7 C7 N N u') (SEE TABLE 2) (SEE TABLE 3) SHORT I_ O�.aj 68 +/-68.4 +/-67.4 1S5" q" SIDE I" 0 69.649 +/-67.1 z U- U- UD 3:LLI uMaO g TABLE 9: U U O 2 co M 'aN Window Design Pressure,(+/-psq usathis table W m O �Ma for Glass 93 0> O pv U 3/16"T Cap-Airspace-7116"A/A with PVB Type: z a z �' to Window Long Side(in) p -j O Dimensions 69,649 71 73 76 78 80 85 86 a9 92 96 99 F ao 32 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/•70 +/-70 +/•70 +/-70 +/-70 ® N O W taa45 34 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/•70 +/•70 +/-70 +/-70 +/-70 +/-70 W ? 7 Ln 36 +I-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1.70 +/-70 +/•70 € 0) z 38 +/-70 +/-70 +/-70 +/•70 +/-70 +/•70 +1.70 +/•70 +/-70 +/-70 +/-70 +/-70Q W Ui aro,S 40 +/-70 +/-70 +1-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +l-70 +/-70 X a o LL z N 42 1 +/-70 +1-70 +1.70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1.70 +l-70 +/-70 5;j O 44 +/-70 +/-70 +1•70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 v z W 48 +/-70 +/-70 +/.70 +1-70 +/-70 +/•70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-68.6 ci a a 0 48 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/•70 +/-7D +/.70 +/-70 +1.68.8 +/-66.3 apt •>sa0 saua5 v 60 +l-70 +1-70 +/-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-66.6 to 52 +1.70 +/•70 +1-70 +/-70 +/-70 +/-70 +1-70 +/•70 +!•70 W-68.5 N 64 +/-70 +1.70 +/-70 +/-70 +/-70 +/-70 +/•70 +/-70 +/-69.6 NOTES: SUCK DIMENSIONS SHOWN. 56 +l-70 +/-70 +1.70 +/-70 +/-70 +/•70 +/-70 +/-70 57 +/-70 +/-70 +/.70 +/-70 +/-70 +/•70 +/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE •.�.: %" NEXT AVAILABLE SHORT OR LONG DIMENSION. 60 +/-70 +1.70 +/•70 +/•70 +/•70 +!•70 MAX.O.C.SPACING IFANCHORING MAX.OX.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS SHEET 2), 62 +1-70 +h70 +1-70 +1-70 +1.70 64 +/-70 +!•70 +/-70 +/•70 THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 FIND THE SMALLEST SQUARE WINDOWSIZE IN APPUES TO B,CORDANCHORS APPLIES TOFANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL 66 +l-70 +/-70 +/-70 (SEE TABLE 2) (SEE TABLE 3) WINDOW WILL COMPLETELY FR WITHIN. 68 +/-70 +/-70 15.5" 3.9" ' 69,649 +/-70 A.LYNN MILLER,P.E. P.E.M 58705 TABLE 10: Window Design Pressure,(+I-psf) use this rase I Glass 14 3/16"A Cap-Airspace-7/16"A/A with SG Type: Window Long Side(In) Dimensions 69.649 71 73 75 78 80 B5 66 89 92 96 99 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 32 +80/-110 +80/-110 +801.110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801.110 +801-110 +80/410 +80/-110 HORIZONTALLY AS SHOWN. 34 +80/410 +601-110 +80/-110 +80/410 +801410 +801-110 +801-110 +801-110 +80/410 +801-109.4 +80/-108.3 +801.107.6 LONG FRODUCT REVISED 36 +80/-110 +801-110 +80/•110 +801.110 +801-109.6 +801-108.6 +80%106.8 +801-106.5 +80!•105.5 +80%104.7 +801.103.6 +801-102.9 SIDE a a camPlyingwiLh dm FlMde 38 +80/-109.7 +80/-108.9 +801-107.8 +80%106.8 +801.105.5 +80/-104.6 +80/-102.7 +801-102.4 +80/•101.4 +80/-100.5 +80/-99.4 +80/-98.7 �- LONG SIDE Duildiog Cede AcccPtan�ro No •� �•12 40 +801.106.3 +801-105.5 +801-104.4 +801-103.3 +801-101.9 +801-101 +801-99.1 +80/-98.7 +BD/-97.7 +801-96.8 +80/-95.7 +801.95 T- exp;.1°1"Dxc I li 42 +601-103.3 +801-102.6 +80/-101.3 +801-100.2 +801-98.8 +80/•97.9 +80/-95.8 +801-95.5 +60/-94.5 +801-93.5 +801.92.4 +80/-90.7 SSIOET 13y / 44 +801-100.7 +801-99.8 +801-98.6 +801.97.5 +BD/-96 +801.95 +801.92.9 +BDl-926 +801-91.5 +801-S0.4 +801-87.1 +801-84.7 hliwni c Product SHORT 46 +801-9&4 +80/ 7.5 +801-962 +601-95 +801-93.4 +80/-92.5 +801-90.3 +601-89.9 +60/-88.1 +801.85.5 +BO/-83.1 +801-81.6 � SIDE e 48 +801-96.3 +801-95.4 +801-94.1 +80lA29 +601.91.2 +801-90.2 +801.88 +801=87.6 +801-84.6 +80/-82.6 +80/-80.2 +/-78.6 v b0 +801-94.6 +80/-93.6 +80/•922 +801-90.9 +80/•89.2 +801-88.2 +60/-85.4 +60/-84.5 +801-82.4 +80/•80.2 +/-77.6 w 52 +801-93 +80/•92 +801-90.5 +801-89.2 +801.87.4 +80/-86,4 +601-83.3 +801-825 +80/-80.2 +/-78 �- LONG SIDE L 54 +801.91.7 +80/•90.6 +801-89.1 +801-87.7 +801.85.8 +80/-84,7 +60/-81.3 +80/-80.4 +/-78.1 N 56 +801-90.5 +80/-89.4 +801.87,8 +801-86.4 +801-84.4 +801.83.2 +/-79.3 +/-78.5 SHORT LONG 57 +80/-90 +601-88.8 +801-87.2 +80/-85.8 +80/-83.4 +80/-82 +/-7&4" SIDE SIDE Y Q 60 +801-87.2 +801.86 +801-84 +801-025 +601-80.1 +l-78.6 62 +801-84.6 +801.83.8 +801.82.1 +80/-80.4 +/-78 MAX.O.C,SPACING IF ANCHORING MAX,O.GSPACING IFANCHORING THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 In � 64 +80/-829 +80182 +80180.1 +/•78.4 APPUESTOB,CORDANCHORS _ 0 N F "1"0 0 N 66 +80/-81. 04 1 +801.80.1 +/-78.3 (SEE TABLE 2) NOTAPPUCABLE SHORT I-- O - GLASS TYPES 14 THROUGH r J M 6B +/-79.3 +1-78.4 13.2" 17 MAY NOT BE USED WITH SIDE Z LL )-I m -4 69.649 +/-77.7 J-CHANNEL OR INTEGRAL _ O TABLE 11: FIN FRAMES. U U_ X N 6 - Window Design Pressure,(+/-psf) Use Bt�tetle �z m O 'T (0 a for Gress 15 c 1 3/16"T Cap-Airspace-7116"AIA With SG Types o z d Z Window Long Side(in) W tL ensions 77.76 78 81 83 86 87 91 94 96 99 104 107 111 V z O Dim LLOWABLMAX.O.C.SPACING IF 2r 36 +801.110 +801-110 +801.110 AE +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +601-110 +80/•110 +801.110 ANCHORGROUPS ANCHORING THROUGH W O W T.-.q-!; 40 +801.110 +801-110 +801.110 +801-110 +801-110 +801.109.9 +801-108.5 +801-107.6 +801-10a9 +60/•106.1 +B01-104.8 +801-104.1 +801.103.3 PER SHEET2 THE FRAME PERSHEET3 N Z i 42 +801.110 +801-109.8 +801-108.8 +801.107.9 +60/-108.7 +801.106.3 +801-104.8 +801-103.8 +801-1032 +801-100.8 +60/-97.7 +801.96.4 +801-94.8 B,SHE D 13.2" z CIO Z 44 +801-107.3 +801-108.7 +80/-105.7 +801-104.7 +801-103.4 +801.103 +801.101.4 +801.98.6 +801-98.7 +801-94.1 +80/-91.4 +801.90.3 +801.89.2 48 +801.102 +8(Y-101.3 +801.100.3 +601-99.2 +80/-07.3 +601-95.2 +801-925 +801-90.4 +801.89.2 +801.87.3 +801-84.4 +80AM7 +80/$0.6 o X a o 50 +80/•99.8 +801-99.1 +801.98 +801.96.9 +801.93,9 +801-93.1 +801-89.9 +80/-87.7 +801.88,2 +801.84.3 +60%81.1 +/-79.3 +1-77 J z i 61 +801.98.8 +801-98 +801-96.9 +S01-95.6 +801.92.8 +801.92 +801.88.7 +801.86.4 +80/-85 +801828 +/-79.8 +/•77,7 +/-75.3 Z U) ?� 64 +801.96.1 +80/-95.3 +801-94 +801.921 +801.89.4 +80/a.5 +8(Y-85.1 +801-827 +601.81.1 +/-76.8 +/-75.3 +/-73.2 +/-70.6 j p D- Be +801.94 +80/83.2 +801-91.6 +BDI-9D.1 +801.87.2 +801.88.3 +801-828 +801.80.2 +!•78.6 +/-76.3 +/-725 +/-70.5 -lid •.s"0 s"ueS 0 68 +801.91.4 +80190.6 +801$9 +80/$7.5 +801-85.1 +801.84.2 +801.80.8 +178 +1.76.3 -+1.73.8 +/-70.2 rn c 61 +80/-87.8 +80/-87 +801-85.3 +8D/.83.B +80181.2 +801-80.5 +1.77.3 +1.74.8 +1.728 +1-70.4 t 63 +801.85.6 +801.84.6 +801.828 +801.81.1 +1.78.8 +/-78 +1-74.8 +1.723 +/-70.6 NOTES: N 1)BUCK DIMENSIONS SHOWN. 64 +801-84.4 +801.83.6 +80%81.7 +1.80 +/-77.5 +/-78.6 +/-73.5 471.2 66 +801482.2 +801-81.2 +1-79.4 +1-77.6 +1-76 +/-74.2 +/-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE 68 +/$D +1-79.1 +1.77.2 +/-75.4 +/-727 +1-71.9 NEXT AVAILABLE SHORT OR LONG DIMENSION. I /' 70 +/•76 +/-77.1 +1.75 +/•73.2 +/70.6 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IFANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 6 �6 THROUGHTHEFRAMEPERSHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET FIND THE SMALLEST SQUARE WINDOW SIZE IN 72 +/•76 +/-75 +1.73 +/•71.1 APPLIES TO B,C OR DANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL . 74 +/•74.1 +1.73 +/-71 (SEETABLE 2) NOTAPPUCABLE WINDOW WILL COMPLETELY FIT WITHIN. 76 +/•722 +1-71.1 13.2" 77.76 +170.6 A.LYNN MILLER,P.E. P.E.#5870.5 TABLE 12: Window Design Pressure,(+/-psf) llse Ih'5 table TABLE DIMENSIONS MAY BE for Glass 96 ORIENTED VERTICALLY OR 1/8"T Cap-Airspace-7/16"WH with SG Type: HORIZONTALLY AS SHOWN. Window Lang Side On) LONG Dimensions 60.926 1 64 66 1 68 70 1 74 1 T7 1 80 1 84 1 87 1 92 97 99 SIDE �- LONG SIDE 32 +80!•110 +80/-110 +801-110 +60/-110 +801.110 +80/-110 +80/-110 +801-110 +8D/-110 +80/-110 +80/-110 +801-110 +801-110N 34 +80/7110 +801.110 +80/-110 +801.110 +801-110 +801-110 +801-110 +861-110 +801-110 +801-110 +801-110 +801-110 +801-110 T- PRODUCT REVISED SHORT W camPiyinO With da Florida 36 +80/-110 +801.110 +BO/-110 +801.110 +80/-110 +80/-110 +80/•110 +8N-110 +801-110 +80/-110 +801-110 +801-110 +801-110 SIDE �� Bi+lldinaCodc Accoptanec Not -Ot'o'Z�(•12 38 +80/•110 +801-110 +80/-110 +801-110 +801.110 +80/-110 +801410 +80!-110 +80/•110 +801-110 +80/-110 +80/•110 SHORT Expir�t' Date QD7A 40 +80/410 +801•110 +801-110 +801-110 +801-110 +801-110 +801-110 +801.110 +801-110 +80/-110 +801-110 SIDE Oy � 42 +80/•110 +801.110 +80%110 +801-110 +801-110 +801.110 +801.110 +801-110 +801-110 +80/-110 (�i„mi sde Pral�ct Comroi 44 +80/•110 +801.1.10 +80/-110 +801-110 +801-110 +801-110 +80/410 +801.110 +801.110 o to 46 +SO/-110 +80/•110 +80/-110 +801-110 +801-110 +80/-110 +801.110 +BOL-110 �- LONG SIDE -� Q 48 +80/-110 +80/•170 +801-110 +801-110 +801-110 +80/-110 +801-110 T- N to 50 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 SHORT SIDE LONG a, 52 +801-110 +80/-110 +801-110 +801-110 +80/•110 MA%.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SIDE ,., 64 +801-110 +801-110 +80/-110 +801-110 THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 � a 66 +801-110 +80/-110 +801-110 APPUESTO B,C ORD ANCHORS 68 +80/-110 +801-110 (SEE TABLE: NOTAPPUCABLE w Y Q a '118' GLASS TYPES 14 THROUGH > -a60.926 +801-110 17 MAY NOT USED WITH _ I SHORT J-CHANNEL OR INTEGRAL SIDE U O FIN FRAMES. N tt ale° O c TABLE 13: N Window Design Pressure,(+/-psf) Use this table 3 u' for Glass 17 Z LL N-J CD 8 ❑ 3116"TCap-Airspace-7/16"H/H with SG Type "MwO x Window Long Side(In) U_U X U 6, Dimensions 77.76 79 81 83 86 87 91 S4 96 99 104 107 111 118 120 125 136 144 F Z m p °Ma 36 +8D/-110 +80/410 +801-110 +801-110 +80/-110 +601.110 +801-110 +80/410 +801-110 +80/•110 +801-110 +80%110 +801-110 +801-110 +80/-110 +801.110 +801-110 +801-110 o O p _j LU 40 +801-110 +801-110 +001410 +861-110 +80/410 +801-110 +801-110 +801-110 +801.110 +801410 +801-110 +801.110 +801-110 +801-110 +801.110 +80%110 +80/•110 +80/•110 r-Z D-Z to t1 42 +80/-110 +80/•110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/•110 +801.110 +80/-110 +801-110 +801-110 +801-110 +801.110 +80/-110 +80/-110 +801-110 +801-110Z p--.1 o 44 +80/-110 +80/-110 +801-110 +SOI-110 +80/-11D +80/-110 +80/-110 +00/•110 +801-110 +801-110 +8N-110 +801.110 +801-110 +801-110 +801410 +80/-110 +801-110 z � 48 +801.110 +801410 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801.110 +BOI.110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 9 O UJ laay,5 50 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +SO/-110 +801-110 +801-110 +SO/-110 +801-110 +801-110 0g-11O Z j y 51 +80/•110 +801-110 +801-110 +80/-110 +801.110 +801-110 +801-110 +801-110 +80%110 +801-110 +8d-110 +801-110 +80/-110 +80/•110 € co Z 54 +80/410 +801-110 +80/410 +801.110 +801110 +801-110 +801-110 +801-110 +801-110 +801-110 +801.110 +801-110 +80/•110W a Ul alas 56 +801-110 +801•110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 O X O. p 68 +80/•110 +801.110 +80/-110 +801-110 +80/-110 +80/410 +801-110 +80/•110 +80%110 +801-110 +601-110 u• N e 61 +801-110 +801-110 +801.110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 Z w ?� N 63 +801-110 +801-110 +80/-110 +801-110 +80/•110 +801.110 +801-110 +801-110 +801-110 j ❑ a 64 +80/•110 +801-110 +80/410 +80(-110 +801-110 +801-110 +801-110 +801-110 anu •asa0 saue5 66 +80/-110 +801.110 +80/410 +801-110 +801-110 +801-110 +801-110 68 +801410 +801-110 +801-110 +804110 +80/•110 +801.110 70 +80/-110 +801410 +80/-110 +80/410 +801.110 72 +80/-110 +801.110 +801410 +801-110 74 +801.110 +801-110 +801410 76 +80/-110 +801-110 /�► , 77.76 +801-110 V` i NOTES: 1)BUCK DIMENSIONS SHOWN. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. MILLER,R,P.E. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. A. P. MILLE5 1 —.{ 1.376' •062' —��— .062" —��— .062• —+-��— .062' 355' VjU .060" ANCHOR COVER 1.483' 1.4831 483' 1 463° o684° 301" .625" .625"Q� -7— HANNEL FRAME � 2O FLANGE FRAME 1,375° O INTEGRAL FIN FRAME O4 EQUAL LEGIBOX FRAME 0 7,6� IT ALUMINUM SILICONE 4AM ELT BUTYL REINFORCEMENT POLYISO•tINT.Sl-'LASS NT FILL AREA .fis4' STRUCTBUTYLENE �r .175" SILI5116"NOM. SEAL5/16"NOM. Il--1i- STRUCTURAL3116"NOM. PO 114'NOM. BUTYL& ICONE SEAL WITH DESICCANT DESICCANT ROLL•FORMED DESICFOAM STAINLESS STEEL EXT.GLASS EXT.GLAEXT.GLASSEXT.GLASSINT.GLASSLASS INT.GLASS MITERED CORNERS WITH KODISPACESUPER DURASEA0 IsXL EDGETm INTEXfE RIIOR�D 4SG TPS 61 SPACERD NXTTM a2 SPACER SPACER WELDS TABLE 14: # Part Description Material ik 1 620117 J-channel Frame PVC 2 620118 Flange Frame PVC 3 620119 Integral Fin Frame PVC 4 620120 Equal Leg/Box Frame PVC PRODUCT REVISED W complying witb III*FIMida 5 5 620133 Anchor Co%er PVC BLAdinaCode FRAME 6 720136 7/8"Glazing Bead PVC Ate;.1, Dat(6 o�L°I•12 ASSEMBLY DETAILS 7 7 720135 1"Glazing Bead PVC Dy 74 18ackbedding,GE 7700 or Dow 791 Silicone lrtiyn Dede ProCacl 78 1 71646N 18atting Block(7/8"x 1"x 1/8"),85+/-5 dura. I EPDM 1 EXTERIOR Y..YNN,y�'�.,� LEN �( NOTES: . No.58' 5 1)SOME PARTS NOT SHOWN FOR �= VINYL FIXED WINDOW NOA(LM&SM) g 9/9/14 Part# Description Material CLARITY. 2)J-CHANNEL FRAME SHOWN,PART "BOM&ASSEMBLY Wim'` J ROSOWSKI %�O•• ST 0 / •'.��� 80 Kommeding 4SG TPS Spacer System #1.OTHER FRAME TYPES APPLY. o o` T'•. See this 3)ITEMS#8-73,75-77&79 ARE NOT ® a i Fs '•.�.RIDP,••'G\?�� 81 Quanex Super Spacer nXr with Hot Melt Butyl Sheet for USED AND ARE NOT PART OF THIS JR-05/05/16-ADDED SPACERS 82 Quanex Duraseal Spacer APPROVAL. CERT.OF AUTH.ft29296 N ill l,NA� 11tt1 Materials 4)ROYAL PVC TO BE LABELED FOR 1070 TECHNOLOGY DRIVE > 83 Cardinal X_Edge Spacer AAMAEXTRUDER CODE. N.VENICE,FL 34275p o REFERENCE TEST REPORTS:FTL-8717,8968&8970c 'd >'a A.LYNN MILLER,P.E. 1(941)-480-1600 PW-5520 y NTS 11 OF 11 oz MD-5520.0 4 i A P.EJ#68705