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HomeMy WebLinkAboutProduct Approval plastpro a. 5200 W. CENTURY BLVD. =N � � I� �j,.• �g��zd�of ro LOS ANGELES CA 90045 37.50"MAX.O.A. i��•.............. �15`� > FRAME WIDTH `a'N m z u U U � ^ a 9 Z o=V . Smooth/ Wood Grain / White Wood Grain N a io 9 m W Rustic /MahoganyOIL M a a Series Fiberglass Door ° ` C= INSWING/OUTSWING - ° ra "IMPACT" " Z W Z �o 3 W0 Z O 0 0¢ = zo zw p rn G w GENERAL NOTES 5w w 6 v TLC a Q� 1. This product has been evaluated and is in compliance with the 6th Edition o o ^ o o (2017)Florida Building Code(FBC)structural requirements excluding the"High 0 g Velocity Hurricane Zone"(HVHZ). a a a a 2. Product anchors shall be as listed and spaced as shown on details.Anchor o m embedment to base material shall be beyond wall dressing or stucco. a m� 3. When used in areas requiring wind bome debris protection this product na complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an N N LL impact resistant covering.This product meets missile level"D"and includes Wind z Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. W w N _ 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. W W a o0 5. Site conditions that deviate from the details of this drawing require further >? i $ engineering analysis by a licensed engineer or registered architect. _ w = :C _. - _ N Q F TABLE OF CONTENTS o i SHEET# DESCRIPTION - ^ z 1 Typical elevation,design pressures,&general notes OVERALL z DESIGN PRESSl1RE(PSFJ N o a SWING FRAME DATE :: 02/16/12 ? 2 Door panel details N SCALE: T.S. a DIMENSION POSITIVE '`NEGATIVE 3 Horizontal cross sections ' Dwc.W.. JK m 0 4 Vertical cross sections INSWING 37.50"x 82.00" +65.0 -70.0 3 s 5 Buck and frame anchoring-2X buck masonry construction FM er: LFS DIUWINC ND.: � 6 Frame anchoring-1X buck masonry construction OUTSWING 37,50"x 80.3T' +65.0 -65.0 N 7 Bill of materials&components FL-15213.1 a w SHEET 1 OF ] N u t •. R:\Clie.'*\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15213 Fiberglass Door-Inswing-Outswing\C-Drawings\FL 15213(2017)\FL-15213.1-.8.dwg,2.1 79.25'MAX.DOOR PANEL HEIGHT 10 N A o O NN P0 N �O X m v F01 ... Q N 1.2(r Vt O 0 CQ O �5 Z 1.20 n A m n 0 N ••• I T Z n 3 0 v po m �z �z om nT I - w --i 1.59' � I N A N N � A O A O iNit . .. - .. .. ri T n z .o � •0 1t111un„/ ��� �:••'VCENgF' �i N0.43409 �v's * Ear October 19,2017 a PRODUCT: Documents Prepared ' ry. Lyndon F. Schmidt - o PLASTPRO INC. P.E. No. 43409 IN (n NAL FIBERGLASS DOOR ///, o Z\ lI IIIl11 y 01 2 10 19 17 UPDATE TO 6TH ED. (2077) FBC LF5 PART OR ASSEMBLY: /t' BUILDING CONSULTANTS, INC. Iv V1\ 1 4 22 15 UPDATE TO 5TH ED. 2014) FBC JK DOOR PANEL DETAILS d 1�y�/ P.O. Box 230, Valrico, FL 33595 N NO DATE BY Phone No.: 813.859.9197 REVISIONS I FSPE C.A. No. 9B13 0 2012 R.W.BUILaINU CONSULTANTH INa. R:\Oients\Plastpro,Inc PERMANENT\A-Florida Product Apprwats\FL-15213 Fiberglass Door-Inswing-Outswing\C-Drawings\FL 15213(2017AFL-15213.1-.8.dwg,3.1 m— Foo t" 3Z D e . W N D o o W w GC --� n. N T e e 0` 0d, N Zy Z W d. O N N m O O OD a �O z x O O cn W 17 A O� W N O W 09 T O Z M m A I0 O w w W N Q 29 � aw m rn Z7 A 0 E:3 A Ell A� (7_W EH A N W.r o� O• fT p �y: N �zyRol OC A OD mo� V CLI a W n d r. tt1111fill,,� �CHI�y/O No.43409 / October 19,2017 i $ PRODUCT: Documents Prepared F Lyndon F. Schmidt '�i�hS.••. OR1D�: �G���� Iw N o Z\ FIBERGLASS O I OR P.E. No. 43409 7/7jtt'll"S,ONA{.t;`;\��` N y 2 f0 19/17 UPDATE TO 6TH ED. (2017 FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. IW jIn c- to 1 04 22 15 UPDATE TO 5TH ED. (2014) FBC JK Ul/ P.O. Box 230, Volrico, FL 33595 `I N NO DATE BY HORIZONTAL CROSS SECTIONS Y Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 02012 R.W.6UILOING DONeULTANTe INC. .R\Cliei*\Plastpro,Inc PERMANEN7W-Florida Product Approvals\FL-15213 Fiberglass Door-Inswing-Outswing\C-Drawings\FL 15213(2017)1FL-15213.1-.8.dwg,4.1 ° mX m A W 22 0 .. .o ° A c: 'r o Q'° m 0 CD co n CL ° A 9 ° B O D ° m _ O. O T1 M °d Cp a ° 0.15' C SINK J L (TYP.) 1-1/4"MIN. EMB.(TYP.) N ° v � W aN o ° Q m a A_ o a ^ N :r T X p o M C A °. O ^ >p n a �n ° O Z . M o• p° n ° M A W A 1-1/4"MIN. EMB.(TYP.f `,`�3\111111//F��� �� F.SCH i No.43409 October 19,2017 PRODUCT: Doeumente Preporetl i ` [�. Lyndon F. Schmidt ��� FOR.... PLASTPRO INC. P.& No. 43409 o Z FIBERGLASS DOORfn //� 7j1F111111tt�� 0 N y rn 2 10 19 17 UPDATE TO 6TH ED. 2017) FBC LFS PART OR ASSEMBLY: /��/'A//BUILDING CONSULTANTS, INC. W (n 1 4 22 15 UPDATE TO 5TH ED. (2014) FBC JK VERTICAL CROSS SECTIONS J l P-O- Box 230, Volrico, FL 33595 v N NO DATE BY Phone No.: 813.659.9197 REVISIONS I FBPE C.A. No. 9813 ®2019 R.W.BUILDIND ODNsuLTANTC INC. ,t CD � 6" ^� o T �`yZ J 1� qT V. oc .......... o' 6 N n o V 0Z� rJ o• a N $io 9m vs. n � aya a Ja TYP.HEAD&JAMBS aL a BUCK 8 E `Z 0 6 Li TYP.HEAD& JAMBS 2X z u o BUCK to o FRAME ' zoo zzo ¢U i x w oag m 2: MASONRY rz MASONRY g Z OPENING QOPENING o qY� o cam � a X .• 0. a N m m .yS UJ U U o m d O O N N u) a Z N SUCKANCHORING HINGEJAMB FRAMEANCHONNG STRIKE JAMB w P LD Masonry 2X buck construction CONCRETEANCHOR NOTES: °k t. Concrete anchor locations at the comers may be adjusted to maintain the min. o 0 edge distance to mortar joints. a 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors 21 13 > may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 6 E 3. Concrete anchor table: 31 26 N a MIN CLEARANCE NHN CLEARANCE ANCHOR ANCHOR o m ha1N TO h1ASONRY 70 ADJACENT z : TYPE SIZE EMl1EbMENT 8 27 ......... EDGE........ ....:.ANCHOR...... z c°� g TAITW 0 1/4" 1.1/4" 2" 4" 13 scnE. N.T.S. 0 ELCO ® 1/4" 1-1/4" 1" 4" av: JK m S ULTRACON CHK.BY: LFS 3 WOOD SCREW INSTALLATION NOTES: HINGE JAMB STRIKE PIATE DETAIL DRAWWG NO.: W 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of FL-152 73.1 wood screws to prevent the splitting of wood. SHEEP S Or 7 N O d Z- Z-4 — TY�PHEJ I N•.7 z' 1crj O` o al p r ((� 7 % o U N o o°. D& a g N g 9 6 o a o JAMBS n .* 1X s �o $ BUCK E oz O cw c° "a. � z FRAME Q vi rn c �2 ZO 00 =U ¢1 MASONRY u,�,t o OPENING eANCHORING a-m gm o �Ij�EE Z HINGEJAMB STRIKE JAMBMas F CONCRETE ANCHOR NOTES: m�n 1.Concrete anchor locations at the comers maybe adjusted to maintain the min. o 2 edge distance to mortar joins. w w n 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortarjoints,additional concrete anchors v' may be required to ensure the MAX ON CENTER dimension are not exceeded 21 3 Concrete anchor table 32 m 9 ANCHOR ANCHOR MIN.: MIN:CLEARANCE MIN,@LEARANCE. 81 26 33 N< a LL TYPE SIZE - EMBEDMEM iO,MASONRY 70 ADJACENT ;8- m £DGE......::.. .......ANCHOR ..:: C, $ Z� o 0 7 ICON® 1/4" 1-1/4" 2 4" 33 z B DAm 02/16 12 ? ULTRA ON 1/4" 1.1/4" 1" 4" scALE: N.T.S. J MG.BY: JK m o TAPCON® 3" GHK.BY: LFS 3 & HINGE JAMB STRIKE PLATE DETAIL WOOD SCREW INSTALLATION NOTES: DRAWING NO.; N 1.Maintain a minimum 5/8"edge distance,1"end distance,8 1"o.c.spacing of FL-15213.1 a �P wood screws to prevent the splitting of wood. N U SHEET_L OF V BILL OF MATERIALS Q'� ;�.�'� Ln ITEM DESCRIPTION MATERIAL 1 MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE _V: �c �__ 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 N:: d 7 z 2',:O� 2 1 X BUCK SG>=0.55 WOOD %W:. y�� �Nro 3 2X BUCK SG>=0.55 WOOD 'i ��'••.., �lr�.` -o o m 4 1/4"MAX.SHIM SPACE 5 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ���'��rl ..i� �� o N 1D z° 6 #10 x 2-1/2"PFH WOOD SCREW 1.15'MIN.EMBEDMENT STEEL o a a m o z.0 8 #9 x 3/4"PFH WOOD SCREW STEEL �, �, w r m z m c w 9 DOOR SKIN MIN.0.075'THICK FIBERGLASS = ^• - �� �' E w g 9°;?m 10 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL ^! 4.56" 4 56" m 4'a m d a 4 10A VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. VINYL E o zo 11 REINFORCEMENT WOOD FOR LOCK WOOD o B ''=w 12 FINGER JOINTED PINE JAMB WOOD 13 #9 x 2-1/4"PFH WOOD SCREW STEEL 2.17 �� — 2.17' --� 14 BOTTOM RAIL CELLULAR PVC 15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 2 43 I�—2'43" --I o !3 15A INSWING ADJUSTABLE ALUMINUM THRESHOLD BY UP ALUM./WOOD z o z 16 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 12 JAMB 23 POLY FIBER JAMB o 0 LL 16A COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 3 17 KWIKSET KEYE D ENTRY-SIGNATURE SERIES STEEL S N �$ m 18 KWIKSET DEADBOLT-SIGNATURE SERIES 780 STEEL m< m� 20 POLYURETHANE FOAM BY NANYA POLYURETHANEo N 21 4"x 4"BUTT HINGE STEEL o le or' 23 POLY FIBER JAMB COMP./VINYL a as 24 HINGE&LATCH STILE CELLULAR PVC 25 TOP RAIL CELLULAR PVC 4.56" 'm 4.56" �{ 26 DEADBOLT STRIKE PLATE STEEL I S 27 LATCH STRIKE PLATE STEEL c+• 0!T, 28 OUTSWING BUMP THRESHOLD ALUM./WOOD 29 HINGE&LATCH STILE REINFORCEMENT LVL N N 30 1/4"X 3.3/4"PFH ITW CONCRETE SCREW STEEL w o N 31 #9 x 1"PFH WOOD SCREW STEEL vi 32 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL ADlUSTABU3INSWING Slu �1 OUfSWING BUMP 1HRESHOLD Q a:33 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 15A a 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS a w �Z O N H Q 0 5.67' N o m O V m N'Z E3 -TE:02/16/12 i G sME: N.T.S. s DWG.Br: JK m CHK BY: LFS 3 15 ADJUSTABIf INSWING SIlL DP W=No.: H FL-152I .I c y SHEET 7 DF 7 N v MIAMND M MIA I-DADS COUNTY mm' 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 Veloci urricane DESCRIPTION Series"SH-5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing o. - - e in e Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of'any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0630.05 MIAM�D COUN Expiration Date: July 30,2020 t I �D tl Approval Date: November 30,2017 1 Il Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15--0519.05) 2. Drawing No. NID-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal® spacer system, Super Spacer®NXTT"i spacer system and IKL 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. (Submitted under previous NOA No. 16-0714.03) 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 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7964,dated 11/15/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.05) 3. 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 series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15- 9.05 Manuel Irerezj P.E. Product ControCEa finer NOA No.17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS tco=iuED1 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS tcorr wuED1 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGias®(Clear and White) Glass Interlayers" dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 51h Edition(2014) and FBC 61 Edition(2017), dated June 22,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control,dated 6/26/14 and revised on 9/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.03) G. OTHERS 1. Notice of Acceptance No. 16-0714.03,issued to PGT Industries,Inc. for their Series "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and iring on 07/30/20. Man ere P.E. Product Con rol E miner NOA No. -0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE /// 21518' /'� ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATIN EXAMPLE FOR 26.119'MAX.O.C./� FSHA.�T%�� 54.MAX BUCK WIDTH FOR ARCH-TOP RADWS-70P / MAX'O.C. HEADER(SIM.FOR ALL VARIES PER REINFORCEMENT LARGE&SMALL TATMISSILE HEADER(SIM. 12'MAX.FROM ' -30" 12"MAX / WINOOW TYPES) LEVEL,SEE SHEEP$8.7 IMPACT RESISTANT FORALL FRAME SEAM SEE __ -'MAX.O.C, i /wINDDW rrPEs) I C / b2.118"MAX.SEE SH ETS10°MAX.FROM SEE SHEETS� ' 12'MAX. FRAMESEAM SHE SEE ET4889 B,SEE—, 30'MAX.O.C. `I12°MAX FIXED VISIBLE ■SHEE73 �__ LIGHT WIDTH JB,SEE_ �-30"MAX.O.C.- 12•MAXSHEETS 12'M AX. FIXEDSHEET3 SHEET4 I /�/�i VISIBLE TA,SEE 12`MAX.SPACED EQUALLY17-7/B"MAX.O.C. // LIGHT 17-718'MAX.O.C. HEFT3'�SPACED _L /j HEIGHT �_ EQUALLY / 17-7/8"MAk.QC. ANCHORS PER / 91.76' SPACED / / TABLES941 O / O J BMAX. ANUCK ORB�R 0 4 Or O / BUCK HEIGHT -M-- �-- HEIGHT I -- BU MAX AS SHOWN 10-MAX.O.C. 1 O.C. CK H lGHT x 10 O.C. X /1 HEIGHT X - Q (9MAX.) _-/.--..� l� 1&3l4'MAX.O.C. / SASH 13.3/4"MAX.O.C. UALLY -.`-/ EQUALLY 13-314`MfJt.O. EQUALLY / /7 SPACED //7 LIGHT VISIBLE `L PACED SEE SPACED I / L_ I LIGHT ANC PER ANCHORS PER J ANCHORS PER TAB 9 9-11 / ti SHEETS / C TABLES 9.11 / Al TABLES 9.11 j HEIGHT A� 1A 8&9 J fr 6-fh"MAX 18.1?MAX e•12'MAX. AMN ATSILL B - 54NMAX.BULK WIDTH -�{ NOTCH D L. NO ANCHORS ATSILLNOTCH DETAlL.4, 54"MAX.BUCK WIDTH '+'C�NOTCH DETAILS, D ---- 1-1/4' -'�'I' NOTCH RETAILS, B-�--" SEE WILL WEEP- B ii��" SEE SILL WEEP- SEESILL WEEP- SASH VISIBLE SHEET., UGHTWIDTH SHEET3 SHEETS SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGHTHE NAIL-FIN 75'HEIGHT SEE TABLES 4.11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES.................................................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS,FOR INSULATED GLASS INSTALLATIONS ABOVE 3V IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. ELEVATIONS......................................................... 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMF-DADS COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS.................2 ASTM CM CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHORTYPE. INSTALLATION,FLANGE&EQUAL LEMOX.....3 4)ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&J-CHANNEL,.4 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 GLAZING DETAILS................................................5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES................................._.......8-7 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES-...................................... 8-10 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES........................................11 6)1/4-MAX.SHIMS ARE REQUIRED ATEACH ANCHOR LOCATION WHERE THE PRODUCTIS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY&PARTS LIST...................................12.13 7)DESIGN PRESSURES: CODES/STANDARDS USED: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FBC),eTH EDITION G.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),6TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE,THE 33-1l3%STRESS INCREASE HAS NOT BEEN •AS7M E130Q-09 USED W 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 •ANSOAF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCTREVISBD 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •AISI 8100-12 m comoylrte with the Fwrkb 10)REFERENCES:TEST REPORTS FTL-7864&7866;ELCO ULTRACON NON ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NON ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER -A)SC 360.10 B a-m 17- a.o5 SHADES OF CAP COATED PVC EXTRUSION NONE;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NOS&ALUMINUM 1 AL D. WAM 11)APPUCABLE EGRESS REQUIREMENTS TO SE REVIEWED BY BUILDING OFFICIAL. ��1 r L1/N vv� R0Ha1ont USER INSTRUCTIONS: UPDATED TO FBC 2017,-JR- By UPDATED ado�,y" 06/06/17 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3ACCORDING TO THE INSTALLATION CONDITIONS. *; •5'87061 3)KNOWING YOUR GLA71NOOPTION(TABLE D,WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN = *J 37. Oc-Ifpu°n: tea^B1^ PRESSURE FROM TABLES 4.8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW _ tOTD TECHNOLOGY DRIVE GENERAL.NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. �2 I� �L/ N.VENICE,FL 3427E 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHOMUBSTRATE WILL MEET REQUIREMENTS FOR %+Vim'., TE n0et Dab: YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. '��F �LORIC)N ?� �1�•1eD SINGLE HUNG WINDOW INSTALLATION-LM b5/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �''!rLs�ONAI.��G�, P@T(CDp 0f1fTttR9r.l. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CNEL,FLANGE, 1�/II I L11� A LRpHISFWAFJtV® HAN °la' STM1r DiowltW No. ' Rev: INTEGRAL FIN OR EQUAL LEGIBOX), A.LYNr41Al.Lt'R•P.E. SH-5500 NTS 1 OF 13 'MD-SH5500-01 B PEA 6970E CERT.OF A(tTH.1T29498 TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame I Frame Glo Design Pressure Description(Elated Aom Exterior 10 Inferior) Table f 9AentA Types optionsConfiga. Shapes Installation Options that maybe used Type — — - 5 7/8'laminated I.G.:1/6'A Exterior Cop+7111P Air Space+5/16•Lam 9D'Laminated;(2)Was o1118'A Glass with.0 PVB Intedayer 4,5 6 (see Fig B) (aeo Table 1) (see Fig A) (sea Fig C) 6 7/B`Laminated I.G.:1/8'T Exterior Cap+7/18'Air Space+5118•Laminated;(2)Liters of 1/8"A Glass with.119D'PVB Intedayer 4 Equal-Llle, Square/Rect 6 6 ....Into 2X Wood FremelBuclQ;trip-sheet 3,option 1 Flange ., 7 7Ar Laminated LO: 3/16'A Exterior Cap+3/8'Air Space+5/16'Laminated;(2)Was of 1/8'A Glass with.090'PVB Intedayer 4 6 6 5-is Oriel/Prrndew Arch-Top& Through the frame ....Into Conciete/CMU-sheet 3,option 2 8 7/6"Lamhtated LG.:WIG`T Exterior Cap+3/8'Air Space+5/16"Laminated;(2)Utes of 1/8•A Glass with.096'PVB Intedayer 4,6 6 (#2) 8 Cottage Redus Top of the mad°w'-:" throu9h,1X Buckstdp Into ConcretelCMU-sheet 3,option 3 9 7/8'Laminated I.G.;1/8"A Exterior Cap+7l18'Air Space+6116'Laminated;(2)Ltes of 116"H Glass vdth.080'SG Intedayer 7 7 ....Into Metes•shoat 3;option 4 10 7/8"laminated 1.0.:1/e°T Exterior Cap+TWIG"Air Space+6116'Laminated;(2)Use of 1/9'H Glass with.090°SG Interlayer 7 7 ....Into 2X Wood I mme/Buckdrip-sheet 3,option 1 Box! Equal-Ella, SquarelReoL, Through the frame ....Into ConcnddfCMU-sheet 3,option 2 17 7/8°Laminated I.G.:3/16'A Exterior Cup+318"Air Space+6I16"Laminated;(2)Utes of.1 it H Glace whh 090' G kdedayorlayer 7 7 Equal-Leg 5-16 Odei/ProNew Arch-Top& of the mow.,.... ..,,through 1X Buckstdp Into ConcretdCMU-sheet 3,option 3 12 7!8'Laminated I.G.:3l16'T Exterior Cap+3/6'Air Space+5118"laminated;(2)Utes of 1!6'H Glare with.O>�'SG Intedayer 7 7 (#4) 8 College Radue Top 13 7/8"Laminated 1.0.:1/8'A Exterior Cap+5/18'Air Space+7/16'Laminated;(2)Ursa of 3/16"A Glass with.090'SG Intedayer a 7 ....Into Metal-shad 3,option 4 14 718"Laminated LG.:1/8"T Exterior Cap+5/16'Air Space+7/18'Laminated;(2)Liter;of 3/16'A Glass with.09D'SG Intedayer 8 7 Through tiro ....Into 2X Woos adFra 4,option 7 p-sheet 4,option 5 15 7181 Laminated I.O.:3116'A Exterior Cap+1/4-Air Space+7/16"Laminated;(2)Was of 3116'A Glass with.1190'SG Intedayer 7 7 J-Channel Equal•Lite, Square/Rect.,integral tn...... ,into Metal-sheet 4,option 7 5-8 Odal/PtoNew Arch-Top 8 16 7/8"Laminated I.G.:3/16'T Exterior Cap+1/4"Air Span+7/16"Laminated;(2)tiles of 3116'A Glass with.090'SG kdedayer 7 7 (#1) &Cottage Radue-Top Through Ina tram° ...,Into 2X Wood Frame/Suckstdp-sheet 4,option 6 of the wimlow...... ....Into Metal-shed 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES S.7,9.11.13 Through the ....Into 2X Wood Frams/Buckstrip-shed 4,option 5 &15 MAY NOT BE USED IN Equal-Ltle, Sgua�Red•,Integral fin...... ,,,,Into Metal-shed 4, 7 Group Anchor Substrate Mtn.Edge akment THE HVHZABOVE 30'. Intagrel Fln 5-8 OdwPr0*w Arch-Top& Dissents Embed • �) 8 Cortege Radue Top Through the frame ....Into 2X Woad Ffame/Buclmtdp-sheet 4,option e P.T.Southern ne(SG= . 5) 7/6' 13/8• ofthe in •••-•• ....Into Mold-abed 4,option 8 #10 SMS 'MIN.OF 3 (steel,I"S.S. Steel,A38• 318" 0.050, THREADS or 410 S.S.) Steel Stud,A053 Or.33• 3/8" 0.0451-(18 Ga.) BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES •A•=ANNEALED A Aluminum,BW3-TS• 318" 0.050' METAL 'H"-HEAT STRENGTHENED P.T.Southern Pine(SG=0.55) 7/16" 1-/a' SUBSTRATE. O O T=TEMPERED 3118°steel Ultreoon Concrete(non.2.85 kal) 1" 1—We, UNGRot1TE0 d/ BY KURARAY AMERICA,,1� Ungrouted CMU,(ASTM C-90 2-1/2' 1-1/4" CMU'VALUES 7� P.T.Southern Pine(SG=0.55) 9/18' 1-W MAY BE USED 'SG' .090-SENTRYGLAS® #12 SMS FOR GROUTED I ANNEL INTEGRAL FlN INTERLAYERSYKURARAY (steel,16.8 S.S. Steel,A38• 3/8' 0.060' CMU AMERICA,INC. or 410 S.S.) Steel Stud,A063 Gr.33" ale" 0.04511(18 Ga.) APPLICATIONS. 2O O4 g Aluminum,6063-TV 3/8' O.Ow EQUAL-UiE ORIEL COTTAGE 114-steel Ultrecon P.T.Southern Pine(SG=0.65) 1' 1318' 1/4'steel Ctetellex P,T.Southern Pine(SG=0.55) 1" 13/B- FIGURE C:FRAME SHAPES 1/4"steel Aggro-Gator P.T.Southem Pine(SG o.55) 1' 1.3/8' BUCK WIDTH BUCK WIDTH �{8UCKWIOTHt+— FLANGE BOX OREOUAL-LEG Concrete(min.2.85 kal) 1" 1.3/4' -- — '•- ---- C 1/4•steel Ultracon Ungrouted CMU,(ASTM C-90) 2-1/71-1l4' F N// Material Min.F Min.F° Crote9ex Cone Y �/ Steel Screw 92 kei -120 kal 1/4'steel Ultracon Concrete(min.2.85 ks)) 2-1/2' 1.3/4' w w w 18•8 Screw 80 kal 95 ksl 1/4'steel Crote6ex ncro n. 410 Screw 90 kal 110 kel D Ungrouted CMU,(ASTM C-90) 2-1/2' 1-114' �j m W m Elco Ap re-Gator® 57 ks) 96 ksl 1/4'steel Aggro-0ffior Concrete min.3.276 kei 1-1/Y 1 9/ 1 I y 1 ! Elea U ltraCon® 155 kal 177 kal Grouted CMU, ASTM C-BD 2' 2' RECTANGULAR 1 RADIUS-TOP 1 1. ARCH-TOP 1 410 S8 Eko dateFk,c® 127.4 kal 189.7 kd BOB3 T5 man 18 kei 22 kal WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 36 kol 68 kei PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES G,33 Sttel Stud 33 koi 1 45 Rai I as C=Viyirgwnh the Flanda Group Anchor SubstrateMin.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS Tr10. Daildms Cod° Alartce Cw)7-tYo D, LY Distance FmhedmanC ; Date E 2112"t2ir1gelmNc Roatrg Na119 P.T.Southern Plea(SG=.55) 3/8" 2-7/16" �`�`'� U�csF /!!��'� R ANCHORS RE-GROUPED, tB;�,,D�ePrad;� P.T.Southern Pine(SG=.55) 112• 13/8" V.- �� -JR-06/06/17 #10 Trussheed SMS Aluminum,8083 TS' 318' 0.050' _* No.68705 (steel,18.8S.S. _ — �'e or 410 S.S.) Steel Stud, �° 3/8' 0.0451'(18 Ga.) _ l>r F Steel,pee• 3/6. o.a5o" �j ATE r�,,: — 10TOTECFUNOLOGYDRNE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI •MIN.OF 3 N.VENICE,FL 34276 P.T.Southern Pine(SG=.55) 9116" 13/8' THREADS '�,p''• - True; Goa #12SMS Aluminum,e0e3T5• 3/8" 0.063" BEYONDTHE '%l • !p"•''�_� �" 7800 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel, 1118 .) Steel Stud,Or,33• 318" 0.050° SUBSTRATE. ,�'7is�DNAL L�N��� ►+c. Steel,A38• 318" 0.050' r/� `` Sarks/Lladae Srdx 9haatr MD -fVo. Rs1e A.LVNNII,IILLE I.- SH-5500 NTS 2 OF 13 MD=SH5500-01 B . P.E.#58705 CE r.OF AM.#MM .. - . 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 CONCRETEICMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. 4 EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD �+— 1!4'MAX SHIM 1g 1/4"MAX SHIM •--►( f-�— FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. EMBEDMENT SASH VISIBLE 17 n EDGE EDGE ❑r' 1B LIGHT WIDTH • 1 DISTANCE FLANGE FRAME fl DISTANCE D IIJI SHOWN 44 BALANCE — -� --L1l4'MAX TYPE VARIES TYP.ANCHOR SHIM 7YP.ANCHORTYPE, 42 WITH SASH o TYPE, WEIGHT 64 EMBEDMENT EMBEDMENTAND 30 AND EDGE 2 TYP.ANCHOR TYPE, EE EMBEDMENT AND EDGE DISTANCE PER 31 DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, EDGE SUBSTRATE, SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2 EXTERIOR DISTANCE SEE TABLE 2, 18 o 87 .s SHEET 2. • FIXED VISIBLE 4 FIXED 19 O 201 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE I LIFT RAIL FEE I 2 _ LEG/BOX LIGHT J NOTES: SHOWN BUCK WIDTH FRAME ALL WINDOWS: HEIGHT I ANCHOR 63.55• HORIZONTAL SECTION A-A SHOWN qg FROM END AND AT 1)USE ONLY 21 CENTER SUBSTRATE-APPROPRIATEPROPRIATE ANCHORS LISTED ON TABLE 2, 72 22 FOR WINDOWS SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD, OVER 36'WIDE: EDGE DISTANCE LIMITS.ANY 0 ADD ADDITIONAL MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2 SHEET 2. 35 FROM END,1�B" INSTALLATION OPTION SHOWN MAY 14 46 46 47 BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1/4"MAX, O SHIM N10 OR#12 STEEL 114'MAX. BOTTOM LOCKS: BUCK 60 O � 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-0RILLING � � SHIM HEIGHT SCREWS @ 6-3I8• USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 65 FROM END. SHEET2.ALL WOO RETOBKS EESS ❑ TABLE2, ❑.C� 30 SHEET 2. SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 86 16 OR GREAD AS TER. 1 ARE 1 X BUCKCK S OPT. USE EITHER OR GREATER.1X AND 2X BUCKS �I Q 65 LATCH OR (WHEN USED)SHALL BE DESIGNED �1 (2)1' 81 31 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL a INTERIOR 'TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME a LEG/BOX WEEP LOCATION:FROM SASH END. RESPONSIBILITY OF THE ENGI ER 18' DESIGN AND INSTALLATION IS THE SHOWN SHOWN NOEACCH END. BO OR ARCHITECT OF RECORD. o EXTERIOR 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION f(_ INSTALLATION 8 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 �// OPTION 4 PRODUCT g� 67 OPENING)IS MEASURED FROM ANCHOREDTHROUGH BEADING TO BEADING. ANCHORED THROUGH BuitdiuB Colo 4 EQUAL-LEGIBOX ��❑ 1!4"MAX SHIM \11 l 1 1111!jE INTO METAL FRAME INTO METAL �accptnnca I. ��l O FRAME SHOWN N .,N RevUtom By Dada Product t� .27"X 1.25' NO ANCHORS 1 <A- VWCR No.58705 EEPHHOLE •• REQUIRED IN VISIBLE LIGHT FORMULAS •� O2.8r FROM FLANGE OR -'�' '; . EACH END. EQUAL-LEG WIDTH — ® Drawn By; FRAME SILLS @SASH:BUCK WIDTH-6-12' — ' @FlxeourE:BucKvnDTH-4318• 1;' , 1070TECHN01oGYDRNE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI . • ,0.t•• ST TE OF (V N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) �i(� '•............0RIOP.•' \_� 941}480.1800 7W00 VERTICAL SECTION B-B BUCK HEIGHT2-3-15/16" %,S'SjN'01 ( Roxo1T SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ONAL \\ ` '!!!l111111\\\ POT lO1181FEfi6,PIC. Sarin/A(odsh Scoff: Srioet• Dmwing N0. Mr A LYNN MILLER,P.E. SH-5500 NTS 3 OF 13 MD-SH5500-01 B' REA 58705 CERT.OF AUTH.N28M INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD_FRAMEORBUCKSTRIP.SEE INTO 2X WOOD FRAME OR EDGE DISTANCE NOTE 2,THIS SHEET. BUCKSTRIP:SEE NOTE 2,THIS SHEET. ANCHORED THROUGH INTEGRAL I+ EMBEDMENT FIN INTO 2X WOOD FRAME OR O 1/4'MAX SHIM 1/4'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP,ANCHOR TYPE, SASH VISIBLE Lam, ,-CHANNEL EMBEDMENT AND EDGE ('�� 18 LIGHT WIDTH I- 17 FRAME 1 DISTANCE PER SUBSTRATE. LI"Jlj L� SHOWN ..L SEE TABLE 2,SHEET 2. — (SCREW SHOWN) 44 BALANCE EMBEDMENT �--I TYPE VARIES - O� _114•MAX SHIM 42 WITH SASH EDGE WEIGHT 54 30 0 1 TYP.ANCHOR TYPE, DISTANCE EMBEDMENT AND EDGE 31 O DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2. TIITu��// EXTERIOR TYP.ANCHOR TYPE, 18 (NAIL SHOWN) O��o l B7 INTEGRAL EMBEDMENT AND EDGE 3 �aa FIN DISTANCE PER SUBSTRATE, FIXED VISIBLE SEE TABLE 3,SHEET 2. FIXED 19 20 OPT.SASH TOP J-CHANNEL LIGHT WIDTH SHOWN (NAIL SHOWN) VISIBLE LIFT RAIL 1 FRAME LIGHT HEIGHT FORALLWINDOWS: NOTES: SHOWN 48 1 ANCHOR®3.55' BUCK WIDTH 49 FROM END AND AT 1)USEONLY HORIZONTAL SECTION C-C O 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4'MAX. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM � � MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 45 45�47 O FROM END,16.3/6' INSTALLATION OPTION SHOWN MAY 1 q BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: M10 OR#12 STEEL 1/4'MAX. HEIGHT 50 D 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM SCREWS®B-3f8' USED INTO WOOD AS PERTABLE 2, SMS(G5)SEE 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3, 30 THAN I Ill THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE I WOOD BUCKS ARE OPTIONAL IF a LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS yy LATCH(SHOWN)18 DEPICTED AS 2X ARE 1-12'THICK LOCK 86 1- TESTED UNIT BOTTOMOR OR GREATER.IX AND 2X BUCKS //-�, OPT. 65 LOCK(SHEET 3). (WHEN USED)SHALL BE DESIGNED Q FIN AN DIOR 31 C (2)1' 81 30 83 TO PROPERLY TRANSFER LOADS INTERIOR LOCATION:8518" TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED WEEP FROM SASH ENO. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN cz o o EACH END. NO ANCHORS OR ARCHITECT OF RECORD, FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME (ALSO REFERRED TO AS DAYLIGHT OPTION? OPTIONS PRODUCT REVISED OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL cmnpl,Ingwit6lho Flo/lda ANCHORED THROUGH INTEGRAL FIN 1f4'MAX BEADING TO BEADING. t\11 111 INTEGRAL FIN INTO METAL ( ) Building Colt �•7 FRAME SHOWN �Q� SHIM \,\ Ill INTEGRAL FIN/FLANGE REMOVED Ec Iceplonrs.l I ♦ Q i� Revtefon: o'� .2T X 1.25'WEEPHOLE :�♦♦♦'��••'�,IGEN UY WICOVER®2.87" •' :`� Ad'mnI ad*Product 3B FROM EACH END. 0--� VISIBLE LIGHT FORMULAS * No.5B705 TYP.ANCHOR TYPE, EDGEDISTANCE WIDTH = fl� EMBEDMENT AND EDGE —'1, PP AvonW. DISTANCE PER SUBSTRATE, _� @SASH:BUCK WIDTH-B-12" 2 SEE TABLE 3,SHEET2. —_ EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-3/8' ;gyp`•. STATE I r:'ttf�� 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) ''�•'• �[/ N.VENICE.FL34275 HEIGHT(EQUAL4JTE) �i��s''•�ORION..'•\C�♦� (gg1}480.1800 Tww INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCKHEIGHT2-3-15/16• '•is�ONAL ENG♦ .m„ SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN ' /lll l l l l l l 11\\ ♦ <OAUgipEB,tl/C. yAw/Alad�k ScoN: Orowing Ab. RIV: INTO 2x WOOD FRAME ORBUCK. A.LYNN MILLER,PE. SH-5500 NTS 4 OF 13. MD-SH5500-01, _ B STRIP.SEE NOTE 2,THIS SHEET, REp 0705 CERT.OF AIJTH.#28295 7/8"NOM. � -�f 7/8°NOM. � -+{ 7/8' M. � � 7!8'NOM. � -�{ 7/8'NOM. 5/16"A/A PVB 5/16"A/A PVB I 5/16"A/A PVB I 5116"A/A PVB 5/16"HM SG 7116"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A GLASS-- LASS 1/8"T GLA33 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS a EXTERIOR a EXTERIOR a EXTERIOR G]EXTERIOR EXTERIOR 76.79 70.78 70.78 70.78 70.79 - GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7/8'NOM. 7/8'NDM. 7/8'NOM. 7/8'NOM. 7/8"NOM. �•�— 5/16"H/H SG— 5116"H/H SG 5/16"H/H SG I 7/16"A/A SG I 7116"A/A SG 7/16`AaIR S PACE 3/8"AIR SACE 3/8"�AIR SPACE 5/16"AIRa SPACE— 5116"AIR_SPACE 118"T GLASS SS S 1/8"A GLASS 1/8"T GLASS EXTERIOR ROR EXTERIOR EXTERIOR EXTE 76.78 770.78 7saa 70.79 RfOR GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —�{ 718"NOM. 7/8'NOM. �•.— 7/16'A/A SG I I 7/16"A/A SG 1/2'NOM.GLASS 'GLASS TYPES B THROUGH 1W AIR SPACE 1/4"AIR SPACE 76.79 BITE TYP. 16 MAY NOT BE USED 3/16'A GLASS 3/16"T GLASS WRH J-CHANNEL OR 72 IF 74 INTEGRAL FIN FRAMES �EXTERIOR a EXTERIOR GLASS TYPES 5,7,9,11,13 70•� T0.79 31 815 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE W. a GLASS TYPE 15 GLASS TYPE 16 PRODUCT REVISEDithhD �s osroplying with the Ftacidss 38 30 t l t l l l l! Band ng Coda I Aaccpteneo No I ReWsbn: Iretbo Dele o Q• F •,�� I ado Product GLAZING NOTES: . No.58705 + "A"=ANNEALEDTYP.GLAZING DETAI w•=HEAT STRENGTHENED %7 �. •':7P •• ���*``_ , ® _ W. 10MTE04NOLOGYDRm GZING DETAILS J R OSOWSKI'T"=TEMPERED �Z!®'PVB _.090"TROSIFOL PVBBYKURARAYAME N.VENICEFL34275 °SG'e.090'SENTRYGLAOBYKURARAYAMERICAINC. (941)-480.1800 7kle: Dnbt %,�SiU A�LNG\.\ xTaxo,T SINGLE HUNG WINDOW INSTALLATION-LM 05/15/16 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET2. ///!I I I I t t t 1 tt AT BiG A LYNN Atp I FR P.E. � � SedN�lludeL• $cCb: $11Nt DICWlnQ.1/0. Rd P.E.#68705 CERT.OFAUTI1,N29296 SH-5500 NTS 5 OF 13 MD-SH5500-01• B TABLE 5: TA TAB 4: ot..7yp• eatt.nfi.h 016.iyp.• Design Pteawte,bsRl2 a Ow.dpO.nW pA.n t7.ht� �slgtt Pf...t1n'IbaIR3 01..7yp.. Design Pmasum.bow e.47aa R.InI I.MI R. 0MKIM RW.On) SN 6.7a5 .h 50A Iv Haw On- -. -u tA48- - SZ125 - -.. +65.01.70A 23.5 1 E""ft 11.301 +05.0 •700 M.0 1•70.0 Reba LAW pW.L. I St.td.d Cdnp, x617-t5.570 "SO •700 M10 1•70.0 R2 Ford Wdow rtl s.h.lees R7 Fa.0 whom emh etc. 20 EO.N3s 11.557./4A10 MSO -700 MOD 1-m.0 SEE TABLE 9,SHEETS FOR soma"P 4- 11.377.11.502 M5.0 -700 4ma 1.70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. TOM 21617•a22e M5.0 .70.0 MSo -7Oo ANCHOR GROUP AND QUANTITY, st.m.acatq. 2O.W-23510 .010 no 40.0 •'mo 37=5 EqueHs. 17.517.3ow MSo -m.o M&0 •70.0 st.id.d tioq.+ x5n•nsm .e10 .700 +no 70.0 -6MI.1 I 11.377.14510 MO •70.0 +MO 70.0 Tall.! 27.553.31211 +05.0 70o MSA -MO O.W.sk. 2e517.27Ae2 K411 -70.0 4&0 7UO st.d.dtxe.2. 2LS17-25A70 .e10 -70.0 MSD • . HEADER +• EgY6b 20517-23510 1+05.0 -MO 4 0 •711 HEADER ebnd.d P.IMW 17A77-20.510 M10 •TOO MSA •70.0 23 c.bmsu. 11S17.17A15 +eso -70.0 +WD 70.0 23 shm..l 11.377./4A15 Mao -MO 4MA -MO TdWt St.b53-3eA11 4410 •710 +WA •70.0 St.drd Ct4tnpe 25.5W.31M MSo -70.0 +06A 70.0 O E9.113. 70.81T•70A1e M10 -YO.o .roA •10.0 MEETINGRAIL 46 ar .dP j- 17.517-20.51e M&O -70.0 MO.o •700 MEETING RAIL m cm-sk. I&S17.VIVO -MO -T0.0 M511 •70.0 28 Cab &. 12SIT-14610 MSO -70.0 +BSA •7UO 27 sh'amt 11.3T7.12.510 +OSA 70.0 M5A .70.0 EKTQ00R EXTERIOR 7.0.1 31205.37im MSO •70.0 MIA 7oo (� G O SO.d dCdtq. 25 207 5tT-31 4e&O •70.0 M0.0 •70b v O 0 23 EwuT• 2"11.01115 *no •111 MIA 700 23 JAMB m 2O.M7•a.bm -KO-e&O -MO + o -70.0 JAMB 40.025 L�.t.nek• 61..N.dPed x 17.611.20.615 MSO -MO -= -70.0 MERIDA SASH SASH D.t.nsk. x517.17am 4MO -7110 .53A 70.0 HEIGHT 15.m,nau. t"17.14515 MS0 -MO M&0 •70.0 HEIGHT shm"t 11.317.12A1S M&0 •70.0 MSA •7OD Tdw 35517.41A1e +06.0 MO 1+dA •70.0 sWMd CaOq 31.617.35.615 +610 -70.0 14M 1-70.0 23 Ewwm 2&517.31A75 M&O -7ob M5A 70.0 23 SUed.d P.W. 23.517.8515 .06.0 •70.0F4-e5b -70.0 SILL m Dst.n sk. M517.21310 +510 -700 70.0 SILL O.btn sk. 17.51T•20.510 +05.0 •R0 •70.0 14.517.17A10 +510 •70.040.1 c.b.ek. I&INT•14.610 +e10 -70.0 47.3 sh.6..t 11.954.13.015 MSO .70.0 4&5 T..l 30517.41M4 M&0 •TOO 700sk. 35.51T•30.510 M10 .70A -TOO 35.517.30,510 M&0 •TDA I-70A 75 0.1-sk. =517.W516 4e&O -70.0 *MO -70.0 SECTION DETAIL FOR WINDOWS WITH D. dl mAw 20.517.325b M&o -'MO .esA 7a0 SECTION DETAIL FOR WINDOWS WITH dr LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6.7&8 D.bmat. 20.517.20.510 .eao -MO Mi.O 47.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE sh.d.1 21515.25515 M10 •TOO -.O 4e5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& F*r3t. 35117.41.ON M10 -MO M0.0 -700 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 54 D5 al.n Si.sk. 3&517.WS1B 10 -'MO W.0 47.3 CONFIGURATIONS) t1t.d.d Pto4wv 33. 3A ete-315 "SO -7p0 MSo 455 PRODUCT[REVISED 01.75 Ta" --41AN M&0 -7D.0 'no 4O5 O5 i ding C»y wiU.th.FlOridti SEE TABLE 10,SHEET 9 FOR ANC UP AND QUANTITY. Avocpp&Code -MIN.SASH HEIGHT=WIN W6 - T 50.138 Aclxptnn00�I +� R.r1.kn1 BhLami ePrtlttOOl * NO.68706 *� ® Drmm gy NOTES: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. iV 9TTE S Tom �YDRNE DDESIGNPRESSURETABLES JROSOWSKI T •. - . N.VE F NML34275 2)FRAMEDIMENSIDNSAREBUCK.SASHHEIGFITISASPERTHEFioc r '�� `S�OII/AL ENG`?`` rot1}4eo•Teao o2m7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15!'15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 710111111 1111 POfeO ,s40• swkvl .& SALLFOOFITRM OON:. g/e•q '" ON THE TABLE. A.LYNN MILLER.P.E. ��� SH-5500 NTS 6.OF 13 MD=SH5500-01 P.EJ168705 CERT.OFAUTH.l2D2YE TABLET T LE 8: cu-T7Q. eamm&.n a1."T3'0. Samm Dace W{154"D-*tionMOMn Swnt++ly4 DnlpD P7e..11m,�.Na ..13&14 DMyllmlaQN1n Bnn H.IOd D.. DP7.lif0l.m.11l2 4 W.I.L.1.1 FAV.Q'fidO. R.ry.DnI dllnd.8vck R.14 L..1 R.11p.0 MOW R4n0.001 W. SickwIft 0 Height Sh.1 upta40 43 82125 64 -3- -' '.H*N SnOo - 18 - 21 1 -32 36 t0 40 SZ125 54 21S EW.44. MW4 .70.0 1-130.0 1170.0 1-110.0 -MO•/1n0 +TaO•110.0 23.6 EauWt. t1.304 •70.0•ilao •7aa-1/aa 70.0-ita0 •m.0-1t6a+70.0•1100.70.0.110.0 7D.O-110.0 .m.o-110.0 ' St.d.d CMOs 74617.15ATO .7D.0•110.0 .70.0-110.0 70.0 410.0 .70.0 410.0 &Wald Ca622. H-017.15.8m •70.0-IIRD 70.0-110.0 1+m0 1•110.0 •70.0.1120 •70.0-110.0 .70.0 410.0 •70.0-110.0 •70A 4148 25 EWMA. 11.S33-14,518 .70.0 110D +7m0-110A +m0-ime +ma-1ta0 28 Eg.0141. 11.563-14.516 70.0•11Aa +MD-1fa0 +7a0 I-tf0.0 •m.0-11a0 •70.0-itRo -70.0 4500 +71D.1110 +mO.11a0 SW Ird PbWm 11.377-11,1582 .70.0-110.0 4mA 410.0•7mO.110.0 •ma 4TIL0 &.W.d P1.A.W 11.377.11502 .70.0 AIDA 70.0 410.a 1 740 410.0 •m0 •110.0 .700 -110.6 •mA 4110 .70.0-110.0 •70.0-110.0 r.➢at 21517-2SJ110 MO 4100 +mQ 410.0 •m0.110.0 MD•1 taD Tat n 21017-20285 •70.0 41ao •70.0-11a0 1700-110.0 .70.0 •I1QA 70.0 -IID.O •70.0 411L0 +710-110.0 170.0-ttao HEADER Bfad.m QAp. 20.058•Z3.616 .70.0 41U .ro.a-110.0 +Taa 410.0 MD•110.0 St.ndrd C.0.0. m.OSI-21510 •710-110.0 .70.0 A10.0 1•70.0-11110.0 •m0•110.0 +70.0 410.0 •m0.1111a +73.0.110.0 .70.0-11a0 37.375 EV94" 17617-2D,067 .70.0-110.0 +70.0•110.0 +70.0-1fa0 .MD 4DRO 37.376 Equ waft 17.511-20" +7ao•110.0 .70.0.110.0 •70.0•110.0 •70.0•110.0•ma 410.0 .70.0-110.0 .70.0-110.0 •m.0_IORO 25 Sa.WdRar1W 14Si7.17fii6 .70,0•110.0 .70.0-110.0 .70.0-110.0 •76.0•110.0 &.d.dpmA.W 14517.17516 .ma-111a0 •m.0•110.0 .704•110.0 •ma 410.0 +70.0-11110 +70.0.110.0 •70.0 410.0 •70.0 410.0 Dbnb.l I 11.D77-14.616 .70.0 410A .70.0-110.0+T0.0•107.0 .m0 j40&O 6AoA..t 11.37T-14.510 1•70.0-11110 •70.0-110.0 •70.0-110.0 •70.0•110.0 •70.0 •110.0 +70.0 4M.0 1♦70.0-107.0 70.0.103.0 Trial 27.553.31.011 470.0 410.0 +70.0 -00.0 .70.0 4&0 .m0 410.0 T.0a1 21.5W•31411 •70.0•110.0 .70.0-11&0 •m0-110.0 +m.0-110.0 •m0•110.0•70.0 -00.0 •m0 410 -MO -00.D 0 D.U..St. 20.517.27.50 .roA 410.0 +roA-110.0 •70.0•11a0+7LD 410.0 Cuf1.m ED. 26.517.27802 •m0•110.0 •m0-nao •ml-110.0 +m0-1100 •ro.0 -110.0 .m0-110.0 7D.0-110.D .mO-118D pp MEETING RAIL 8Wd.d CO.O. 23.517-20MO .mA 410.0 +70.0-110.0 +70.0•11a0 •740-/1a0 &udW COhg. 23.617.25118 .70.0.110.0 .m0.110.0 .70.0.110.0 +m0-11a0 •m0 AIMO •m.0 A10.0 •70.0-110.0•m0•110.0 m Q.4 EguaWa 9511-23.510 +m.0•110.0 +70.0-110.0 .TO.D-110.0 .m0 410.0 M E...46. 20.517-23.514 •m0 410.0 +ro.0-110.0 -70.6-110.0 •70.D-1110 •m0•110.0 •m0 ASO .m.0 41D.O •70.8-118.D 0 II 81.M.d Am*A 17.617-8L61a 470.0 410.0 +70.0 410.0 +m0 40.0 .m0 410.0 elmd<d PrM- 17,517-0118 +m.0.116.0 .70.0•110.0 .70.E-11a0 .7ao-110.0 •m0:In-MO-110.0 .m0•110.0 +m0-n0A 27 Qabm Sa. 14.517-17,61a .70.0 4JRO .70.0-110.0 .1mo•110.0 .m0 .110A cml.m8a. 14511-175111 •70.0-110.0 70.0.110.0•m0•110.0 +7a0-110.0 TO.0•110.0•m0-110.0 .70.0-110.0 .mo.11RO ARM SI.RW 11.377-t4678 +ma-170.0 +m0•110.0 70..-1070 sm0 •1010 17n.hat 11.377.145111 •70.0 410.0 +7a0 AI •720•110.0 .70.0.110.0+m0 410.0.mO 41110.70.0-t07.0 •70.0-ano 0 Q 0 Trial 31.60.1.35.911 +70A 41RD •70.0 -KQ -MO 43.0 •m0 4RO Tawl 31.513-35011 -MD-110,0 +mo-+t0.0 .m0-n00 •ma 41a0 .740-110.0 +7M0 -03.0 •70.0 -03L0 .70.0 4q.a Srld.d ow p 20.517.31,69 +70.0-110D .70.0•1140 .mo•110.0 +70.0•110.0 SWUM&*d M110-31.682 +70.6.110.0.70.0•ttDa+700-1ta0 +718."Do ?ao-n0.0 .m.D•1fa0 .70.0-11D.0 .70.5 711aD JAMB 25 Eplrtt. m.517-m.616 .70.0-110.0 •m.0•110.0 •m0 410.0 .m0•11a0 Ep"a 20.811.20510 .70.0 410.0 •70.0.110.0 +70.D-110.0 70.0 410.0 +70.0 M0.0 .7ao•110A .70.0-110.0 .70.0-11a0 46 61.d.NRotS. /7.617-m.H6 +mA-It. .m.0•ffOA.m0•11A0 +m0•11a0 49 &WWWPmA.W 17.617-20518 -?AD-1110 •7R0-110.0•7D0-110.0 7a0 M0.0 Tao 1.11" •70.0-11DA 170.0•110A +70.0-110.0 � SASH OW-lAx. t16t7-4.816 -70.0-170A +ro.0•11a0 110.0-11" +m0 4WO 131ramSI2. 148f7-17518 +m0-1f0.0 •m0-110.0-70.0410.0 •70.0 410.0 .m0-110.0 .m.0-11a0 .m9-nao •70.0•11aD HEIGHT WW6R6s 12.517-U.51e •mA-110-0 +mA 4IDA+710-1faD +710-IJOLOI Cu.0m8tr. 12877-1t.510 +70,0-110.0 +70.0-nao .70.0-nao •7a.0-110.0 +m0.110.0 70.0-110.0 ♦70.0 410.0 +71Lo•110.0 SECTION DETAIL FOR SWUM 11.377-12.630 -70.0 4110 +70.0-11a0 .m.0 AMD+70.0 4% � ROOM 1t3R-12.516 +70.0.110.0 +70.0-110.0•70.0-110.0 70.0-110.0 -70.0-n0.0 +m.0-110.0 +m.0-110.0 .70.0-nao T. 3im8.37.5m +T0.0-110.0 -70.048. 40.0 Tani 33 0 +m0 410 +70.0 .AE-37'.J30 +m0-11ao -70.0 AIDA •7a0•n0.0-70.0 410.0 -70.0.1%D .70.0 -00.0 •70.0 -no 70.0 40.0 WINDOWS WITH i SunO.dtkepe 20.617.312N •roD 410.0 .m.0 4 OA +m0-it" +m0.11" � &.nOrOCaltao m.517-33Y07 •70.0-110.0 •mo 410.0 +ma•nao •70.0 410.0 •70.0-11a.a 7ao•nO.D +m0_11o.D .70.0-110.D LEVEL R3 REINFORCEMENT 25 jI EpWAa 71617-70.510 .mA 410D +70.0-11aa .7ao 41a0+mo 410.0 rvril. 215117_20.510 •70.0-nao .70.0 410.0 +70.0-ttao 70.0-nao +720 41".70.0-IIRO •70-0-110.1 .ma-11D.0 &GLASS TYPES 9-16 d� p 5 0.t.m 81. 2a617.MIS 470.0•110D +m.0•110.0 •70.0 410A +mD-0180 p�6 GpOmSW 20.617-23A76 •70.0-lW.o +70.0_11a0 +m.D-110.0 +7RD 410.0 70.0-11a0 .70.0 410.0 T0.0 A10.0 .ro.0-t140 (� etrd.d At.. 1L617-m.81e .ro.0•110.0 +70.0 410.0 +10.0•110.0 +m0 410.0 &ndld PmA.w 17,D17_24g18 +70.0 410.0 -IRD-nao+7DD.110.0 +7010-110.0 •70.0 410.0 +70.0-111D 70.0-11a0 .70.0-110.0 (REINFORCEMENTS SHOWN SILL II C.t.m sh. 14.517-1761E +mD-11010 +m0-110.0 -MO 41" +m0 •110.0 aalama04 14H7-17-516 .7ao.110.0 +70.0-110.0 •70.0-110.0 .70.0-118.0 1+70.0 410.0+70.0 410.0 70.0 410.0 •5.0 70.0 IN FIGURES ABOVE APPLY y c.1mn&a. 11517.U.510 +mD 410A I+70A-110.0+m0 I•110.0 I.JOR 1410.0 cud..O+a 12.517-14b16 •70.o 410.0 7ao Mao.7&0-110.0 .70.0-110.0 •70.0 1.110.0 70.0-nao Tao-IiOo 70.0-110.0 TO ALL CONFIGURATIONS) &.d.m 11.37/-12.514 +ro.0 4110 +ro.0-nao 70.0 410.0 +70.D 410A SWd.d 11D77-12,61E .70.0 410.0 .70.0 MC.O•m.0-110.0 +70.0.110.0+mo.11aa-70.0-flag.7a.a•110.0+70.0-n0.D TOM 30.517.41.641 .roA-nao +70.0 41RQ +?RD•110.0 +m0 410.0 TWr 34.617-41.5" -70.0 1-110.0 +70.0 410.0•TO.a•nao •70.0 41D.D .70.0 410.0+70.0-nao.m.0-110.0 +70.0•10l.7 St.d.d Coop. 31,617-36AN +mA 41RO I MO-110.0 •?ad•110A amp 410.0 &.Wrd Cad q 31.&7-96L16 -70.0-tta0 .70.0-1t60 Nag•1t0.0 .70.0.110.0 70.0-110.0+70.0-110.0 •m0-103.5 .m.0•1A7.0 EpiWIM 2a617.31.E70 -70.0-110A 470A-110.0 +TOA-1+0.0 **MA-1t0.0 Equllol. 20.517-31d10 70.0-110.0 70.0•110.0 70.0.110.0 +70.0 AIRO -7010-111.0+70.0-411.0 70.0•07.1 •70.0 4024 Baud.dPmtm 21617.29,61d MO-1f0.0 1+70.0 410.0+m0-IfaD •70.0 41A0 &.drdPIOIAM 21517-28D16 .740.119.0 •70.0.110.0 .720 410.0 70.0 4110 •?A0-111D +7aD-110.0 710-IILD •710-f06.2 Q 0*=SC. m617.2351a ORD 410.0 .70.0•110.0 .70.0.110.0 .70.0-Ilu 62 Cu.1.m804 20.1117.23D10 +70.0-1111D •70.0 470.0 •70.0.110.0 -MO 41ILD •10A-110.0 •70.0-110.0 •70.0 14111.0 1•70.0-107.0 C.b.am 17.617.20.516 .70.0.110.0 70.0-1faO ♦70.0.110..0 .70.0-flag CugW06W 17.1511-20.816 ORO-HDA •70.D.110.0 •70.D-II%D •70.0 410.0 +70.0.110.0 70.0-IIRO 70.0-110.0 •m0-109.5 C.IM Sin 14617.17,616 +7 D-IIOD +70.0•1100+70.0-110.0 +m0 41M6 c0�ainal4 14,H7.17816 •7DO.110A •70.0.110.0 •704-110.0 •70.0 400.0 .70.0-1020 •70.0-100.5 •70.0•1D0.6 •70.0-100.8 Cu.k76 Dim 11017.1431E +mD-II D +m0•11aD •70.0•11DO +m0-flag Curam6D3 13,H7-14.61E .70.0-110.0 •70.0•nao •70.0-106.3 •71L0 400.1 •70.0 47.1 70.0 -044 •7RO 444 •70.0 •4,4 BWn..I 11.861-13DI6 +mA-119.0 .ro.0•110.0 •m0•110.0 .m0•11a0 8tdd6.1 11.854-13016 .70.D-110.0 •70.0•110.0 •70.0•1028 .70.0 477.0 +m0 43.3 •70.D 410.1 -IRD 40.0 •70,0 40.0 TrNd 30.617-41A44 •mA 41RO .10.0.110.0 •mA •11a0 .70.0 -nao Ilium 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O FLANGE FRAME a1 EQUAL LEG FRAME LIGHT SASH HD SASH- �• 1 2 1.37b' O HEADIJAMO O REINFORCEMENT 25 RE04FORCEMENT 1.375' O HEAD/JAMB r O HEAD/JAMB T 3.483' -►� 07P -�•{1+-- 1.182' �-+- 3.483• _"..� 3.483' �---- 3.483- _�...� T .070' .082• -�I��- .062' --�-�I�- .062• IA 1.038• 1.oa1'II' --4--- .062' .7e1' �IpI' D Q (ICI - -- 4 2.444' U D � 1.331• f� --�.I t.34P I+-- 2A44" (`'�� 2.444' 2.444' STANDARD HD MEET No RAIL ^-�IInI� MEETING RAIL27 REINFORCFJdENT l 1 � REINFORCEMENT pQ .625" J�CHANNEL FLANGE 1,3 O SILL FRAME O EQUAL LEG O FRAME SILL O FRAME SILL-7- 1.3176' FRAME SILL 1215• 2.100 1.472• 1 �+• 1.585• •�{ 1.830" ry 1.376' {+- ,085" o O .085 1375 .074" .580• .471• 1�77/-�� .59 0° 34T .035• .06 35S .07P .050' .070' LIFT RAIL EVELED 14 FIXED MEETING RA11 18 SASH RAIL 17 CALANCE 18 VE SCREW C.O 19 LIFT RAIL 20 INTR OCK COVER 21 INTERLOCK 02 BNTEIiLOCK COVER INTERLOCK PRODUCT REVISED as wmplyins with the Fwft tt1111111111r1j BuildwBCale Aeceptaam l4o�7• �� `���Q,. ..., ij� Rer7akn: eatkoData �v(!_ .318" .30P e1•:'• 1.ICENSF••, .7s4• .750• _�1k; No.58709 *- -'t7Oretrn ey: .o3s -�}---`� •o�` -�-1---� �� �. 1�'r w�'; 1om TECHNOLOGY owvE WINDOW EXTRUSIONS J ROSOWSKI LAMIIG EXTRUDED fl7 ROLLED "pT'•. ATE F �/1 102 N.VENICE,FLS6276 BEADING O SCREEN FRAME O SCREEN FRAME i lCs••• ORtOP,.•' ? TXW IM4: ta NAL E �`%I'� �i1 1800 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 �r O tnvrnwnrezan r7r r f I I I t t 1 t tt uPari. h s.,r.,/Aroar. scly Shoett prarMp,Na - Rwr.,, A.LYNN MILLER P.E. SH-5500 INOTS 11 OF 13 MD-SH5500-01 B P.Fm 58705 CER1'.OFAUTH.tt�N28S 4ENE CONE HOT-MELT BUM TABLE 12: TABLE 12,CONT.: STRUCTURAL Bill of Material Bill of Material,cant STRUCTSILICONE 3ry8'NOM, # Part# Description Material # -Part# Description1/4"NOM. FOAM p0 Material POLYISOBUTY WITH DESIC WITH 1 single Hung rams ambs- ne 7201 7 AutoMechanism t DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zino �,GLAEXT,GLASS 3 620103 Singie Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lack Cover Assembly Cast Zinc 4 620104 S(nyfe Hun Frame Head&Jambs-Equal Leg/Box PVC 46 76X1180PTX#B x 1-1/8'Ph.FH SDS(Auto and Sweep LacK Screw) SS 5 =105 SUH Frame Sill-J•Channel PVC 49 7202DO Auto and Sweep Lock Keeper Cast Zino 8 620106 OF DH Frame Sill-Flange PVC 50 776x34PPA #6 x 3/4"PH.PH SDS K r Screw) SS 7 620107 SWDH Frame Sill-Fin PVC 51 42DISI L/R Beveed Till Latch Comer Key PVC NT.GLASS INT.GLASS 8 620108 SH/DH Frame SIII-Equal LegfBox PVC 52 420182 L/R I Pull Rail'nit Latch Comer Key PVC Ts KODISPACE SUPER 14 620131 Fixed Meeting Ralf PVC 53 704PHFL A x 314"Ph.PH SDS(Comer Key Screw) Ss 4SG 7PS a SPACER®NXT 1FA 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt latch Retainer PVC 18 620133 Sash SJWScrew Cover PVC 56 720207 T-nit Latch Spring SS ALUMINUM 19 620156 Pull Rail Interlock 6005 T5 At 57 420186 Plastic Tilt Latch Finger Put PVC REINFORCEMENT POLYISO DESICCANT FILL AREA 20 620144 Pull Rail interlock Cover PVC 58 720 92 Metal Tilt Latch Finger Pull Cast Zinc BUTYLE*INT.GLASS 21 820157 Beveled Interlock 6006 T6 AI 69 420180 Plat Bar Comer Key PVC 5116"NOM. SE5/16"NOM. 71 620145 Beveled Interlock Cover PVC 60 720206 Pint Bar SS BUTYL& LICONE SE AL 23 820150 IJgM Sash Reinforcement 6063 TB AI 63 720191 Sash Pull Handle Cast Zoo DESICCANT ROLL-FO 25 620152 HD Sash Reintomement 8063 TB Al 84 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS S 28 620153 Standard Meeting Rai Reinforcement 9W5 T5 All 65 7834FPT #8 x 3/4"Ph.PH SDS(Pull Handle Screw) SS T•GLASS 27 620154 HD Metal Rail Relnlbrcemerd 6005 T5 AI 66 420108 Bottom Latch Strike Plate Cast Mnc EXT•GLASS 30 01644 Weatherstrip,.18T x.270"Fin Pile 67 97858B #8 x 5/8'Ph.PH SMS Strike Plate Screw) SS 31 603DO Weatherstrip,.190"x,300'Foam Bulb Flex PVC 72 720135 Laml I.G.Bead PVC 32 61719 Weatherstrip,.18T x.221r"PolyPlle 74 Beckbedding,GE 7700 or Dow 791 Silicone INT,GLASS 33 618Z Weatheratri Plug,.220'Finseat 75 71646N Selling Block(7/8^x 1"x 1181),85+1-5 duro. EPDM DURASEAL® XL EDGE'," 35 78X1MTTT #8 x V Ph.PH SDS(Interlock Mounting Screw) BD 61012 Extruded Screen Frame Akan O O 38 78X3THPX #e x 3•Ph.PH SMS(Meeting ReTI Screw) 410 SS 81 61011 Roil-Formed Screen Frame Alan SPACER SPACER 37 7160SP Meeting Rail Screw Support Plate 6083 T6 At 82 7CKGLB21 Screen Comer Key for Extnxied Frame X 4 AFIbrergle.ss 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer K with Pull Ring X 2 40 720)0= Constant Farce Balance B4 47041 Screen Comer Key without Pull Ring X2 41 #8 x 3/4"Ph.PH SMS(Con.Force Balance Sorew) �Nyladn 85 7CASPM Tension Spring 42 Spiral Balance 86 151815M Screen Cloth 43 720205 Spiral Balance Shoe 87 61635f81614 .140"Screen Spiine(Machlnemand Rolled) 44 78X114FPAX fre x 1-1/4"Ph.FH SMS(Splrel Balance Screw 410 Part N Description Material PRODUCTRb VISM 78 Kommeding 4SG 7PS Spacer System es complying with"FlnddaBuadia3 Cade 77 Quanex Super Spacer nXi with Hot Melt Butyl See this ,v v I I I I f AaC"o*No J7-D4M.o5 78 Quaftex Duraeeal Spacer Street far �"O'at#lY%V 11,,E RMialam r °"` 202D 79 Cardinal XL Edge Spacer Materials `;`a�;.•'oCENs� ¢�'' By REFERENCEE REPORTS:FrL-8717,8988&8970 *::' No.58705 '� (�; 1/noT+cHNOLooYIx6vE BILL F MATERIAL(BOM) J ROSOWSKI STATE OF N.VENICE,FL SW5 th '•2DRlOP.• ��� (W1)4SQ1No TMW Ohta NOTES: '�isS/ �m,r SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1)PVC BY ENEROI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. r�NAL v 11\� �� SW jV.&' Scams 2)ITEMS#9-13,15,24,28,29,34,39,61,62,68-71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL A.LYNN MLLLER,P,E. SH-5500 NTS 12 OF 13 MD=SH5500=01 B PP.N 6a7o5 CERT.OFAunf.#mm OPT.SWEEP LOCK O 46 t qgOPT.AUTO LOCK 20 47 @ OR 58 48 OR 52 45 O 55 0 PULL RAIL 22 82 OR(��) INTERLOCK 19 COVER 66 87 o a6 35 OPT. BEVELED 21 MITERED FRAME WITH INTERLOCK INTERIOR AND EXTERIOR 18k &COVER FRAME WELDS 18 54 16 X4 53 80 so SCREEN -to OPT,PULL HANDLE ASSEMBLY 49 60 WITH LATCH DETAILS CONSTANT FORCE • is 0 83 BALANCE OR OPT.PULL 40 OR 43 SPIRAL BALANCE HANDLE 63 IRl SCREEN ASSEMBLY DETAILS -E A 67 MITERED FRAME WITH ASH S m —INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 6. DETAILS 53 EXTERIOR 69 \k �igilftODUCT REVISED -----------aTMACNES 63 u cmpIyjRg,,itk the Flailda —PLO.N. Expi'mion Date FRAME IS ASSEMBLY DETAILS Z No.687 Dwalptlow Dmwn Or. • 1070TIECHNOLOGYDmm EXPLODED ASSEMBLY lJROSOWSK EXTERIOR N.VENICE,FL 34276 NOTES: OF DaN. (041H80-1000 SINGLE HUNG WINDOW INSTALLATION 05/15/15 1)SOME PARTS10PTIONS NOT SHOWN ON DRAWING FOR CLARITY. NAL j=&0.21," -LM 2 i-CHANNEL FRAME SHOWN,PARTS#I&5.OTHER FRAME TYPES APPLY. It, W. sock sh"t? Dmwft No. Ror 13 OF 13 MD-SH55 B 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. A. P.E.0 11 68706P.E. @0 NTS 00-01 4)USE EITHER SASH TOP LOOKS OR SASH BOTTOM LOCKS. —TERT.OF 5200 W. CENTURY BLVD. Z may' N" plastpro a� LOS ANGELES CA 90045 LL rrrrll n►\�, U N••Z 0 2 0ZU a to 9'a GLAZED FIBERGLASS SINGLE DOOR 115.0"MAX.OVERALL FRAME WIDTH x �j a yp m d a � � w/ or w/ovt SIDELITES oVERA \ aEz 37.25'MAX. o FRAME WIDTH FRAME WIDTH' �T o° 3a INSWING/OUTSWING ',immc I--lsa' X A pJ U O p cl GENERAL NOTES z g'O �N J ¢w a z > ' S 1. This product has been evaluated and is in compliance with the 6th Edition 3 LL 3 o x �Ad (2017)Florida Building Code(FBC)structural requirements excluding the <? <o O e X O �w "High Velocity Hurricane Zone"(HVHZ). _ o F a m O(9 O o oN 2. Product anchors shall be as listed and spaced as shown on details.Anchor N x yo= of o embedment to base material shall be beyond wall dressing or stucco. OXLL a a a 3. When used in areas requiring wind bome debris protection this product complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an S impact resistant covering.This product meets missile level"D"and includes OXO m T Wind Zone 4 as defined in ASTM El 996 and FBC Sections 1609.1.22& x o ^^ m R301.2.1.2.1. o 0 N N N 4. For 2x stud framing construction,anchoring of these units shall be the some W o as that shown for 2x buck masonry construction. 0 5. Site conditions that deviate from the details of this drawing require further XO 100, engineering analysis by a licensed engineer or registered architect. o 0 6 TABLE OF CONTENTS MAX. MAX.SIDELITE DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSI) SHEET# DESCRIPTION CONFIGURATION FRAME D.L.O. INSWING OUTSWING w i 1 Typical elevations,design pressures&general notes DIMENSION DIME POSITIVE NEGATIVE POSITIVE NEG a o Q 2 Door panel details n 0 0 3 Sidelite panel details and glazing detail X 37.5"X 82.0" N/A +50.0 -50.0 +50.0 -50.0 N-z a 4 Elevations once 02/21/12 i 5 Horizontal cross sections OX/XO 76.25"X 820' 20.5'X 62.75" +50.0 -50.0 +50.0 -$0.0 s N.T.S. ° 6 Vertical cross sections DWG.ar: JK 6 s 7 Vertical cross sections a X. 8 Buck anchoring OXO 115.0"X 82.0" 20.5"X 62.75" +50.0 -50.0 +50.0- -50.0 CHK.ar: LFS 3 DRAWING NO.: 9 1 Frame anchoring 10 1 Bill of materials and components FL-17184.9 w 0 SHEET 1 OF 10 N 6 s' 40 Gt 1.00" EXTERIOR I 4U' �v:t� I I g O;J�Oro •o c .�_C m TOP RAIL INTERIOR (COMP.) 1 58" —1 iq *PLT % g OZ N°°z° HINGE STILE LOCK BLOCK(WOOD) m Cellular PVC STILE REINFORCEMENT E z m mo u STILE REINFORCEMENT LVL ....................(LVL......) ( ) ♦ n co S c w ..... (� �3 a a7 'maa� ..........................FIAR..D..........WA f1A LATCH STILE E o 1 HORIZONTAL CROSS SECTION N \ o '`z 2 Cellular PVC c jHANUfACTURER MODEI FOAM CORE c41 p� (POLYURETHANE- ^, KWIKSET LOCK: SIGNATURE SERIES 1.9 PCF MIN.) ' WDEADBOLT: SIGNATURE SERIES V80) STRUCTURAL SILICINE(DOW 995) 5/8"GLASS BITE F YALE LOCK: YH COLLECTION G DEADBOLT: YH COLLECTION(80 SERIES) NON STRUCTURAL SEALANT EXT. ¢¢ SCHLAGE KNOB: "F"SERIES(F70) 1"OVERALL GLASS THK. �o DEA DBOLE I SERIES(060/62) ?0 1/8"ANNEALED GLASS orn wc' J Z z 35.75'DOOR 24.22'MAX. 0.090 SAFLEX®PVB a WIDTH FRAME WIDTH INTERLAYER M y 2 20.5'MAX. ca 1/8 ANNEALED GLASS F a� W c 2 D.L.O.WIDTH / AIRSPACE �I o x I 0 F m I/8"TEMPERED GLASS G1 o a �a #7-19 X 1-3/4"PPH ALUMINUM SPACER y 4 / SELF DRILLING SMS 3A INT. INTERIOR EXTERIOR NON STRUCTURAL SEALANT o / � � Gl GLAZING DETAIL �� _ ^� �ff = n N rn z 0 LL o = ci E E, V) 1 UA U 1.86" o �i b Q N 0 2p n ¢ a I a Z n 0.063" FIBERGLASS SKIN a m �' (0.075"THICK)Jj� BOTTOM RAIL ^o Z SEE HARDWARE TABLE (COMP.) N aD Z 4.25' —02 21 12 m (TYP.) z ODL LITE FRAME 3A ODL 1)TE FRAME ULH scALE: N.T.S. (Alum.) MG.BY. X m D cHK er LFS e 40 DOOR PANEL VERTICAL CROSS SECTION � 2 DRAWWG NO.: N b FL-17184.9 °a I SHEET 2 or-0- 0— a r f� aa' Gl 1.00" EXTERIOR 40" r-1.58" 10 . o M Lk si (COMP) ��1jll* 1N``�`�O o TOP RAIL a co i 1 UN•; m HINGE STILE INTERIOR LOCK BLOCK(WOOD) v a x Z d m m a Cellular PVC E z 9 STILE STILE REINFORCEMENT(LVL) o $r o 9 o w � oa O oa a41v Ia.ET REINFORCEMENT LATCH STILE o s P(L) 1 HORIZONTAL CROSS SECTION Cellular PVC o i 3 FOAM CORE oa (POLYUREMANE- 1.9 PCF MIN.) STRUCTURAL SIUCINE(DOW 995) 5/8"GLASS BITE NON STRUCTURAL SEALANT EXT. o as 1"OVERALL GLASS THK czQ 1/8"ANNEALED GLASS Oto 35.WIDTHOR Gl�—0.090"SAFLEX®PVB j3 a� 0 2422 MAX. INTERLAYER u 2 FRAME WIDTH 116 ANNEALED GLASS INTERIOR EXTERIOR am W a y s 3 20.5 MAX. l AIR SPACE jo F m D.L.O.WIDTH I 1/8"TEMPERED GLASS 0 a a R #7-19 X 1-3/4"PPH ALUMINUM SPACER m SELF DRILLING SMS 3A INT. NON STRUCTURAL SEALANT U U 0 / G1 GLAZING DEfAII �� s! in 5 s s N N O in (7 to 1.86, FIBERGLASS SKIN 8 to K3 0 o (0.075'THICK) 5 m m O O V N O F� o O r BOTTOM RAIL L (COMP/ o. o �� .) a t cli n n 0.0 >mi I ? V N^Z [m] 4. ) 3A ODL LITE FRAME Ong 02121112 0 4.25' P. (Num.1 sru� N.T.S. D ODL LITE FRAME 2 VERTICAL CROSS SECTION O x BY. JI( 3 cwc BY.. LFS 60 SIDEILTE PANEL 3 (FROM NO.: N s FL-17184.9 a � - sxtFr 3 OF 10 o a R:Klients\Plastpro,Inc PERMANEN7\A-Florida Product Approvals\FL-17184 Fiberglass Door-Inswing-Outswing(BHIAC-Drawings\FL-17184 6TH ED(2017)\FL-17184.9-10.dwg,1-4 0 m 51 'L. 0.W P'a Z X AA PN 4 P fh N YJ1 P O. rr A V W 0 V N m V A N N O Z x0 V'^ Q4 u o Q O.(A N fn 0.0. (n A Q V—• V W O V N V A N V br OQ 0 m r Qo.w x o. Z O XO a.A wN 4 e.rn w w w e. . ``,`INnu►rrry�� _�.� �:•�VcEniaF••.r .� N0.43409 �A rd.r i i ggN a PRODUCT: Dxumente Preparod By: F PLASTPRO INC. Lyndon P. Schmidt /�� ORfOR •�\��� N FIBERGLASS DOOR P.E. No. 43409 jss/QjyA�. Z N m rrr//llilllt�� 2 7 24 17 UPDATE TO 6TH E0. (2017) FBC JK PART OR ASSEMBLY: K�/� BUILDING CONSULTANTS, INC. I .gyp y\ 1 04 22 15 UPDATE TO STH ED. (2014) FBC JK ELEVATIONS d 1r l/I/ P•O• Box 230, Vairico, FL 33595 o ro NO DATE BY YV Phone No.: 813.659.9197 REVISIONS ..FBPE CA No. 9813 ®2D1 D R.W.BUILDING CON ---T.INa. 1-1/4"MIN. `���` . ....... EMB.(TYP. E 60 EXTERIOR 9 11 K E 4�•� o c•J^a ro ° EXTERIOR D M 27 •� ° o v t9 xz4 � eEm 9moa a K 5 OIL SEE NOTE 1 40a` rn a m a sa "a e 7 . Cz E oz F 0 40 INTERIOR ,.s..o INTERIOR 8 o ja 7 > °� J 21 20 • : B ° 0.1 S' 21 20 1-1/4"MIN. A C C'SINK�{ L D �o z EMB.(TYP.) 21 20 (TYP.) C zo ¢o �—C-SINK 1-1/4"MIN. o zw L (TYP.) EMB.(TYP.) E B C 4 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION rLo $ Oufswing shown-inswing also approved ` _U Shownw/1Xsub-buck 5 Ouiswng shown-Inswing also approved F am '� c, 1 HORIZONTAL CROSS SECTION $ OufsMng shown-inswing also approved 0 a a 0' 1.Spacing for Item K:C'from ends 11 9 m and more equally spaced along EXTERIOR gg M 27 EXTERIOR K SEE NOTE 1 4 $ sldelite(8 total). 10 F a ? K a SEE NOTE 1 K N$ En Z gB zm � 1z m o o Z a a 71 as o a o o z 60 40 40 7 60 N N o INTERIOR 7 INTERIOR g o g z —02/21/12 01 21 20 L 21 20 s�� N.T.S. Ia L owc.Be: JK m 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION `HK.aA LFs 3W. $ Outswing shown-Inswing also approved 5 Oufswfny shown-inswing also approved orsawwc NO.: Shown with 2X reinforcement Shown vnth 2X reinforcement FL—17184.9 a n o SHEET 5 OF 10 ro R:\Clients\Plastpro,Inc PERMANENT\A-Florlda Product Approvals\FL-17184 Flberglass Door-Insvdng-Outswing(BHI)\C-Drawings\FL-17184 6TH ED(2017)\FL-17184.9.10.dwg,1-6 If m rtZ�711 _° a W 0 c > � o Sa o. C' 0 0 (C a .° S r a0 � ° T o , M W V V Z 0 ° � O v n CL °. O. .N. 0.15. r' o C'SINK °p 1-1/4"MIN. (TYP-) EMB.(TYP.) M m 1-1/4"MIN. m EMB.(TYP.) Z Z-1 Z 29 a u' ' m A O• ° O 0 .°° W OA. 0 0 m p rf .. O A 0 n- a°- N n ° D_A ' Cr y N 3 m CL n ° rn s Z n z °< o Z 0 1-1/4"MIN. I EMB.(TYP.) 1-1/4°MIN. EMB.(TYP.) 1-1 X MIN. EMB.(TYP.) M C.N °� oy0T M ER �m D x= 0m V A con H rl 0n m a gp Z H ° o Z M '• acamk Z a 13 M No n i O ND.43409 M ; 1-1/4°MIN. �7 jk i EMB.(TYP.) �a E g PRODUCT., Doeuments Propored By: P PLASTPRO INC. Lyndon F. Schmidt �i��••'•. OR1D�`.•' \��� Ito V D 21 Z N FIBERGLASS DOOR P.F- No• 43409 o r ` y N 2 7 24 17 UPDATE TO 6TH ED. (2017 FBC JK PART OR ASSEMBLY: �{f�,,II BUILDING CONSULTANTS, INC. 00 t4 � 7C V) � 1 04 22 1 UPDATE TO 5TH ED. 2014) FBC JK VERTICAL CROSS SECTIONS J l��P•O. Box 230, Volrico, FL 33595 o r0 ro NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE CJL No. 9813 ®2C12 R.W.8UILDlQb2CldtM8LYAh881U®ND CDNBUL HNT8 INC. L a < NOTE ��Q�`` * �l���i n E a a 1.Spacing for item K:6'from each end d= n a A a' and at centerline(3 total). _Ue * ge• =z LL c � 7 tll: z° 410- om >,�o B z° �O J v o oy°c) _ 7-° C U Uj w A �� \\V \ N ota a mda.� b0 s cZ. N 60 a L Z v tj (� o SEE NOTE 1 0K r v� 20 21 SEE NOTE 1 K 21 20 EXTERIOR INTERIOR EXTERIOR INTERIOR Do fA 1 VERTICAL CROSS SECTION 2�VERTICAL CROSS SECTION �m ' F� 5 7 Outswngshown-inswing also approved ag mN 7 SOhownnw/1Xsub buck ng also approved s 0 am a o a a a it INTERIOR EXTERIOR m 8 INTERIOR EXTERIOR E T " INTERIOR• EXTERIOR 50 K SEE NOTE 1 R N SEE NOTE 1 SEE NOTE 1 0 0 0 29 K 50 50 K 20 21 w W U' a r p 34 31 35 z p � E _w FjEj E 7 a' w 0 p044J ° a .n N•-y a WE 02121 12 6 > ScAL 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION DWG. N.r.s. ° s 7 Inswing configuration _ _ 7 Outswing configuration 7 Outswing configuration DWG.ar: JK m CHK.BY: LFS FM M—NO.: N FL-17184.9 0 GSHEET 7 of 10 a z 49av * Fr•O�Z bm �y. :. '0 N.. q, ? o v Z0 9 RYP 4, a-a 9 0 w q: (TYP-1 q o C d o a E. °Z ' II II Ja � Q� •''••• I I p �� .7:..•: I I I I p o: Of `c r p I I TYP-HEAD I I I I TYP.HEAD cip z MASONRY TYP.HEAD MASONRY I I &JAMBS MASONRY I I I I &JAMBS zo z OPENING &JAMBS OPENING I OPENING I I -- 2X REINFORCEMENT I I I'`2X REINFORCEMENTS SHOWN FOR REF. I I i t SHOWN FOR REF. I IW N Y u 2X BUCK 2X BUCK ONLY 2X BUCK ONLY II = II it of o II f— •-d II II FaU II II II ^O xYm si 4 �C� II II II II II II s II II II 00 N N N BUCK ANCHORING BUCKANCHORING BUCKANCNORING w o X OX/XO OXO N CONCRETE ANCHOR NOTES: o $ I.Concrete anchor locations at the comers maybe adjusted to maintain the min. >> o edge distance to mortar joints. E 2.Concrete anchor locations noted as MAX-ON CENTER"must be adjusted to ^ t a maintain the min.edge distance to mortar joints,additional concrete anchors r ^a H a $ may be required to ensure the MAX.ON CENTER•'dlmenslon are not exceeded. 3.Concrete anchor table: ^o am ANCHOR ANCHOR MI/J MIN CLEARANCE MIN CLEARANCE, a z o TYPE SIZE EMBEDMENT 70MASdNRY TOADJACENT .......:.. ....EDGE ......_ ......ANCHOR':.d uAtE:02�21 12 i s tTW ® 1/4" 1-114, 2" 4" Dn.BY.. N JK m' TAPCON ELCO 1/4" 1-1/4" 1" 4" Cwc sr. LFS 3 2 ULTRACON® WOOD SCREW INSTALLATION NOTES: DRAWING NO.: N s 1.Maintain a minlmum 5/8"edge distance,I"end distance,8 1"o.c.spacing of FL-17184.9 wood screws to prevent the splitting of wood. N O SHEET 8 OF 10 d .. .............. .. 0, C) Q 0:3 1 .9�z 6; C2 1 > C2.z �2 in 31(TYP.) Li. 0 0 to 31(TYP-) ll, % :)> 6.rryp..) -(TYP.) T(TYP.) 7 ZO no ID ZO 0 C4-: G,cryp.) Z*'4 0.1) FF Fri L cw 0-t - 0 o- f It I I IJI I 6 E 0 L 2X BUCK L 2X BUCK MASONRY L 2X BUCK J 1 X BUCK MASONRY J IXBUCK MASONRY OPENING OPENING OPENING J IX BUCK TYP. TYP.HEAD TYP.@ FRAME &JAMBS' HEAD AND TYP.@ HEAD AND e2BUU K I X C FRAME XB BUCK FRAME a, JAMBS JAMBS a C30 TYP.@ SILL TYP.@ SILL -d !S 2X BUCK g . Fr Q - TYP.@ SILL L TYP.@ SILL P. N 2X BUCK N TYP-@ SILL 0 2X BUCK IN F F CL gm w F F I� K r F D 9� 0 0 0 0 -------- FRAME ANCHORING FRAME ANCHORING FRAME ANCHORING X XX OX0 cn tL z w V) of CONCRETEo ANCHOR NOTES I.Concrefhor tocafforis of the comers may be adjusted to maintain the min. edge distance to mortaribints. z 2.Concrete anchor Iocaflons noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortorJoInts,additional concrete anchors G IX BUCK IX BUCK H L4 .1 may be required to ensure the 7AAX ON CENTER"CENTER"dimendon w d e not exceeded. Concrete anchor table: M 2X BUCK 2X BUCK K ......... %-T, m fy��PfEAPA.CLEARANCE MIN CLEAR ANCHOR ANCHOR MIN EMBEDMENT _TO MASONRY i0A0JACENT �� z a 1.0 ITIN 02/21/12 114 1-1/4' r Ar TAPCON" I SCALL, N.T.S. a T ELCO , 114, 1.1/4" 1. 4' HINGE DETAIL DWr.EW. - JK M ULTRACON B LATCH&DFADBOLTDEWL I� y. LFS 2X Buck CH 'TW . 3/16- 1-114" r- PCON DmmnNG No.: Wow INSrAUA71ON NOTES., FL—17184.9 1.Maintain a rrffnimum 51ir edge distance,l"end distance,&7"o.c.spacing of STRIKE JAMS HINGE JAMB wood screws to prevent the spritting of wood. SHEET 9 OF 10 I 4.56" BILL OF MATERIALS ITEM @ DESCRIMON MATERIAL ro q 1X BUCK(SG>=0.42) WOOD Z * �'� B 2X BUCK(SG>=0.42) WOOD N � z F'O` ' o 1W' . gam a�0; C 1/4"MAX.SHIM SPACE ry D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL z o o MASONRY-3400 PSI MIN.CONCRETE CONFORMING TO ACI HEAD R SIDE �rrrlll TA►` 0 z 20 Jamb u N o 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 r v i g z o F 1/4"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL r 4.56' t o m c w G 3/16"X 3 1/4'PFH Ii1N CONCRETE SCREW STEEL I 0 2.17'-�{ ` a w 'm a a H 1/4"x 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL LL . J 1/4"X 33/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ry II-1��1 E 0 z p� K #9 X 2-1/2"PFH WOOD SCREW STEEL u u JJ o a b� L #10 X 2-1/2"PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL 7�I I o M #8 X Z'PFH WOOD SCREW STEEL i F»—2.44' 2.13" N 1/4"X 1-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL SIDEUIE SPACER 21 7 FORCE 5 WEATHERSTRIP(ENDURA) FOAM HEAD d SIDE 29 ISSLB 8 COMPRESSION WEATHERSTRIP QLON 650(SCHLEGEL) FOAM N jamb "o Po fiber � ww 9 4"X 4"BUTT HINGE STEEL om ¢o Z 10 #9 X 1"PFH WOOD SCREW STEEL 00 e 11 #9 X 3/4"PFH WOOD SCREW STEEL 3w m 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD 56" N 4.56' 21 POLY FIBER JAMB COMP./VINYL 4. - o 27 LATCH STRIKE PLATE STEEL of 28 DEADBOLT STRIKE PLATE STEEL a a 4' 29 SIDELITE SPACER(ISSLB) PVC m 30 DOOR SWEEP PVC 31 OUTSWING THRESHOLD BY DLP(QOSH) ALUM./WOOD ou 32 ADA THRESHOLD BY DLP(ISHC) ALUM. 0 33 INSWING THRESHOLD BY DLP(ISCSJ ALUM./WOOD 31 OUTSWING THRESHOLD (vZINSWING THRESHOLD n 34 SIDELITE THRESHOLD BY DLP(ISH/EIS) ALUM./WOOD QOSH �� N z 35 TRIM WOOD 36 OUTSWING ADA BUMP THRESHOLD ALUM. 1r 8 V) 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - S' 60 SIDELTE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 4.67' o 0 88 2X REINFORCEMENT(CLEAR PINE:SG>=0.49) WOOD o� ADA SILL m 32 ISHC w i y SIDELITE THRESHOLD ? a Cl c� ISH/ELS Nz" 00 Jjll� � wM02/21/12 zo SME N.T.S. 9 T 7 M.ar: JK m] 'S 1 CM HY: LFS 3 e OU DAAN7N0 NO.: TSWING ADA BUMP THRESHOLD a � 36 01HC FL-17184.9 N o SHEET 10 of 10 N 5 l'� M IAMI-DADE MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIV.ISION 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 (AIM. 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 Zo DESCRIPTIO : Series"5570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No.MD-5570.0, titled"Vinyl Sliding Glass Door NOA(LM)", sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15,with revision A dated 04/05/17,signed and sealed by A. 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 and series and following statement: "Miami-Dade County Product Control Approved",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#15-1210.01 and consists of this page I and evidence pages E-1,E-2,E-3 &E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. M[AMI.DADE COUNTY , NOA No.I7-0420.06 e ` A4f/f s'11 Expiration Date: April 14,2021 G Approval Date: September 28,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0I07.04) 2. Drawing No. AM-5570.0,titled"Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21,prepared by manufacturer, dated 10/05/15,with revision A dated 04/05/17, signed and sealed by A. Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 - 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8717, dated 12/07/15,signed and sealed by Idalmis Ortega,P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8546, dated 11/06/15,signed and sealed by Idalmis Ortega,P. E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Iric.,Test Report No:FTL 8547,dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/16) 4. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, 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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 01/04/16 and 02/11/16) i� orge M.Plasencia,P.E. Prodxfct Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration.Testing Lab,Inc.,Test Report No. FTL 8549, dated 11/06/15,signed and sealed by Idalmis Ortega,P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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 along withmarked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/2016) 7. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo,P. E. (Sithmitted under NOA No. 11-0107.04) 8 -Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 6337(samples A-1 thru A-5), dated 12/06/10, signed and sealed by Jorge A. Causo,P. E. (Submitted tinder NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with F13C-2014,prepared by PGT,dated 12/09/15and last revised on 02/15/16,signed and sealed by Anthony L.Miller, P.E. (Submitted under NOA No. 1S 1210.01) Jorge M,Plasencia,P.E. Pro et Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-2 r PGT Industhles,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (cont.) 2. Glazing complies with ASTME-1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their"White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their"VE 1000 Tan 202 and lighter Shades (Non-White)Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16,expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their"Brown Coated (Painted or Laminated)-White Rigid PVC Exterior Extrusions for Windows and Doors",dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their"TAN 3040 and Lighter Shades (Non-White)Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,Inc. for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84,ASTMD 1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc.for their"SentryGlas© (Clear and White)Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their"TrosifolO Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. Jorge M.Plasencia,P.E. P oduct Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5th Edition(2014) and FBC-0 Edition(2017), issued by manufacturer, dated 08/14/17, signed& sealed by Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 04/18/17,issued by manufacturer, signed& sealed by Lynn Miller,P.E. 3. Letter of lab compliance,part of the above test reports. 4. RER Test Proposal No. 17-0387, dated 05/05/17, signed.by Ishaq Chanda,P.E. G. OTHER 1. Notice of Acceptance No. 15-1210.01,issued to PGT Industries, for their Series"5570/2770" Vinyl Sliding Glass Door(Reinforced)—L.M.I.",approved on 03/03/16 and expiring on 04/14/21. Jorge M.Plsencia,P.E. P duct Control Unait Snpervisor NOA No. 17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-4 ING SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: T IMORL LARGE Group Anchor SuhaVa(a Frame Member Hln.Edge _ Min. RATED FOR LARGE&SMALL INCLUDING POCKETS & 900/1350 CORNERS Distance Embedment MISSILE IMPACT RESISTANCE P..Southern Ine ea 16I/ mi 6 ta' tale• GENERAL NOTES: (SG-0.55) P4mak 9116• 1-sre^ DESIGN PRESSURE RATING 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. 012,stool SMS(G5)or Aiumbwnt,aoe3 T6 Hud sI1VJamb 3I8" 1l0" SEE TABLES 1,2&B1,B2 410 S.S.SM9 .126'MIn.thlokness P-hook 3/8• 1/6" 2)DESIGN PRESSURES: steel,A3a• Hoed/SI19Jamb 318'_ 0.060• ON SHEETS 7&8 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. A (M"'tt rh eadeln) A08D•min.INckness) P•hool, s/B' 0.060" B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. Steel stud,Ae53 Gr.33• Hood/aol/a rob 3/8 0.071.14 Go C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD, oP.T. min,om Pinoe P hook 3In 0.071.14 Da 3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 1/4'Eloo Ultrucn P.T.Southern Pino Jamb 1• 1.3/0" (SG-0.55) P•hook 1" 1-3/8" INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS P.T.Southern Pine HoadISDVJamb 1' 1a/a- SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC), 1/a°Elco 4to ss.petaFba SG-0.65 P-twak 1• 1a/8' 4 SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. B 1012,steel wood acrew(G5) P.T.Southern Pine HesdisliVJamb WIG* 1-318• SG-0.66 P.hook S/16• 1.31W 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. Concrete P-hook V 1-3/8• 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NONS, ENERGI FENESTRATION min.2.85 k.0 HandlSBUhmb 1a/16" 1a/a• SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES 1/4'Eleo U11mcan Ungroutod CMU, Jamb 1^ 14/4• (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA TM C-00 Eli 1^ REFERENCES(TEST REPORTS):FTL-6337,6338,8046-8649,8652&8717;EXOVA-10.002-792(A)&10-006-10231; Ung outo CMU, Jamb 1a/4' 1-14 (ASTM C•90 P4wok 1a14' 1-1/4' CAMBRIDGE 535753-09; 114'Elc"410 S.S.Crot"Flm Conoroto Hand/SilUJamb 1-3116• 1a/4' GENERAL NOTES.............1 C EXAMPLE CONFIGS..........2 j 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE rnln.3.35 ksI P4�wk t- 1a/4' HIGH VELOCITY HURRICANE ZONE(HVHZ).,THE,RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI C.M.I. HoadISR'Jamb 1-/2• 1aB" INSTALL DETAILS..............3.6 FENESTRATION SOLUTIONS USA,ING,OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA (min.2.22 ksl -P•haok 1-1/z tale DP/ANCHOR TABLES........7.8 ) BUILDING CODE FOR PLASTICS, COMPONENT REQUIREMENTS). 1/4 gg,Eitt G 8 S.S. U(ASTMd CMU, - Jamb 2' 1-Va EXAMPLE............................9 ( ) Aeare ca+er ASTM C90) Phook r 1-1< GLAZING DETAILS............10 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. P.T.Southern Piro HOad/SHIIJamb 1• fa/a ANCHOR LOCATIONS.......11-16 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED, tso-o.66 P hcak 1• 1-SIB 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES, Concroto Hoad/SIIVJamb 712• 1a/8` PANEL TYPES...................17 1/41 Eton Ultmo.n min.Z85 ke P-h"ok 2.112 1 8' EXTRUSIONS.....................18 ANCHOR NOTES: ung utodCM . Jamb 2.112• 1-114° ACCESSORIES.. 19 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY D ASTM C-00 P4took 2.1/2• 1-1/4° SCREEN DETAILS.............20 APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE Cencmto Head/Slw.6mb 2.1/2• 1.3/4• REQUIREMENTS. 1/4'E1w 410 S.S.CroteFlox urarom.d5crdu, PJI`a air i-w PART 9 LIST........................21 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. ASTM C s0 P4 ook 2.1/7" 1.1 4 PRODUCT REVISED 3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2"THICK,PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE,METAL SUBSTRATE TO as eomplyin with the Florida IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA eO Co e GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE BUILDING CODE'AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. NOAA N.qo. 17.0420.06 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD Explrntlon Date 04/14/2021 &TO BE REVIEWED BY THE BUILDING OFFICIAL. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. By 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED Mlam- e Product control BY THE AUTHORITY HAVING JURISDICTION. 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, 1 NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Material Min.Fy Min.Fu LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel Screw 02 kai 120 kal SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES I STANDARDS USED: 410 Screw 90 ksl 110 kai SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. -2017 FLORIDA BUILDING CODE(FBC).6TH EDITION Eloo Aggro-GatoiO 57 kel 00 kai -2014 FLORIDA BUILDING CODE(FBC),6TH EDITION Elco UltmCon® 155 kal 177 kal INSTRUCTIONS: •ASTM E130D-09 410 SS Elco CrateFlex® 127.4 ks1 189.7 ksl -ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION I EMENTS FOR THE 1)SLIDING GLASS DOORS MAYBE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPEND NG ON THE •AISI$00-j UM DESIGN MANUAL,ADM-2016 8083 38 sl'e1num OPENING, 21 ksl KNOWING THE REQUIRED DESIGN PRESSURE OF THE T.ksl 8 kal oeNNN��!!���� GLASS/REINFORCEMENT, •RISC 360-10 Gr.33 Steel Stud 33 kel 45 kai SF 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL = No.58705 ' PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. A.VINYL SLIDING GLASS DOOR'NOA(LM) 10/05/16 _ rt 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE,ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTES a- J ROSOWSKI =1J'� S I ' SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE s A DISTANCE. ® E O�c�` F70RIDP,.•' \_�` COPYRIGHT02017 PGTINOUsTrOEa,INC. o: UPDATED TO FBC 2017,VINYL MFG. 04/06/17 i c4'''•••...•• G. .N 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN 1070ALL RIGHTS RESERVED TECHNOLOGY DR �JJ/sjy�ONAL PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. . 5)INSTALL AS PER THE GUIDELINES OF THIS SHEETSET. N.VENICE,FL 34275 A.LYNN MILLER,P.E.F 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941)-480-16002ae SGD•5570 NTS 1 OF 21 Jill MD-5570.0 i i A P•E#68705 CERT.O AUTFL MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH I NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1 PER TABLES 1&2 PER TABLES 1&2 , PER TABLES --I 1 � I ]� MAX.UNIT� / MAX.UNIT /D / MAX.UNIT ; e I MHEI HEIGHT HEIGHT �^ HEIGHT / / �^ HEIGHT ' �^ PER PER TABLES 1&2 PER TABLES 1&2 / / roar i PER TABLES 1&2 i TABLES 1&2 Ij PDc�T 11 J J J 1 PANEL 4 2-PANEL 3-PANEL CONFIGURATIONS 4-PANELCONFIGURATIONS CONFIGURATIONS CONFIGURATIONS 4 MAX.UNIT WIDTH MAX.UNIT WIDTH - MAX,UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 �— � MAX.UNIT w HEIGHT MAX.UNIT ' / "�"77 i MAX.GAT a a I%I PER z,TN�s HEIGHT © ' ear PER TABLES 1&2 / / / / ° PER TABLES 1&2 TABLES 1&2 ffi J J CORNER,TYP. -PANEL CONFIGURATIONS ODE DE CORNER 5-PANEL CONFIGURATIONS 6 'PRODUCT ggREVISED —� MAX.UNIT WIDTH MAX.UNIT WIDTH euuamg Condewith the Plortda NOM.PANEL WIDTH NOM.PANEL WIDTH NO".. 17-0420.06 PER TABLES PER TABLES 1&2 Expiration bate04/14/2021 er i M➢am- da ro uct on ro MAX.UNIT MAX.UNIT 91 , 1 HEIGHT a D / �^ HEIGHT 1 / PER TABLES 1&2 / / / / / / ¢ PER TABLES 1&2 / j- / / J12 'J 7-PANEL CONFIGURATIONS ' 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X"=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9/16" �\\ Y LY 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O" INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+1�l16" �``����N\cEtis� /� 's LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXX .OXXX IN "P` POCKET DLO HEIGHT=DOOR HEIGHT-11-1//" Q.•' P''•. POCKET CONFIGURATION CAN BE OXXXp. p PANEL HEIGHT=DOOR HEIGHT-2-1l2" * No.58705 F� 2)90°&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS,DOOR N09(LM) 10/05/15 v i�- 1� *_ EXAMPLE CONFIGURATIONS 1m` J ROSOWSKI ;AO�'•, sfatllo J� 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. iGHTozot7 POTNIousTRrs.INC. NO CHANGES THIS SHEET, 04105/17 DETAIL LETTER coPTR ' / Ai�S/� ALL RIGHTS RESERVED 77NAL.4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. ® 1070 TECHNOLOGY DR I E\\\\�§ �� N.VENICE,FL 34275 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FTz '--SHEET NUMBER (941)-480-1600 SGD-5570 NTS j 2 OF 21 MD-6670 P.E1t 6R705 .0 A A.DYNE MILLER,P.E, CERT.OF AUTH.029296 DETAIL B1 METAL TYP.,SEE ANCHOR �-Iu lxwooD ASTRAGAL DETAIL C1 DETAIL DI NOTE 4,SHEET 1;MIN.OF 3 MASONRY FACING EXi. INTERLOCK INTO METAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH �I 1/4"MAX. REQUIRED IF DOOR HEIGHT IS OVER 90' 21 IS TYP.ANCHOR TYPE, 84 MAX 28"O.C. 91 EMBEDMENT AND o 22 en EDGE EDGE DISTANCE PER IILr�� DISTANCE SUBSTRATE,SEE 'a Q G0 71 TABLE A.SHEET 1& DA LIGHT Io INTERIOR NOTE 3,BELOW OP NING x — —— —I 33 d d e o WI TH o s PO a EMBEDMENT .! P� 31 EDGE �' " d (4)THRU KEEPER 0 MAX 9B EDGE / "' 8 82 3.5'O,C.,SEE SHEET 10 DISTANCE DISTANCEjj•., ' '{ 2s O� 94 I 2c ze EXTERIOR SEE NOTE O, SEE NOTE 0, 27 28 1/4"MAX. —�-I ��—•' •• THIS SHEET I SEE NOTE B, THIS SHEET / 1X OR 2X WOOD 32 THIS SHEET EMBEDMENT 8 / BUCKSTRIP,SEE SEE N TE 0,THIS SHEET 29 #6 X 3/4'SMS REINFORCEMENT SCREW;7 ANCHOR / NOTE 3,SHEET 1 L_—————J< TYP.ANCHOR TYPE, LATE AT / 83 PER STILE,LOCATED AT CENTERLINE AND 6', EMBEDMENT AND VERY �/ H IZONTAL SECTION XXX SHOWN 9"&12"FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER SUBSTRATE,SEE DETAIL D2 DETAIL B2 TABLE A,SHEET 1& AN LOCATION DETAIL C2 DETAIL A2 INTERLOCK INTO MASONRY `` ASTRAGAL NOTE 3,BELOW INTO 2X WOOD QU82ED IF DOOR EMBEDMENT ``_ F— INT. — 2X WOOD BUCKSTRIP OR FRAMING,SEE ANCHOR 19 DAYLIGHT 21 B1 H IGHT IS OVER 98' 1/4"MAX — U NOTE 3,SHEET 1 OPENING r— 22 P 7 0 I Ir{ rotg I� PRO DUCT ithheamplyingw t Florida WIDTH odo 1 DISTANCE NOA-No. 17.0420.06 TYP.ANCHOR TYPE, SE NOTE 0,THIS SHEET _f I I Expiration Data 0411412021 EMBEDMENT AND 20 27 29 25 BY EDGE DISTANCE PER m 23 s TYP.ANCHOR TYPE, I El I Mlara e P uct control SUBSTRATE,SEE 8 0 EMBEDMENT AND P q TABLE A,SHEET 1& 31 P EDGE DISTANCE NOTE 3,BELOW IIJ' PER SUBSTRATE, SEE TABLE A,SHEET EDGE �o 1&NOTE 3,BELOW DISTANCE 9B .THRU KEEPER E MAX I n EXTERIOR 3.5"O.C.,SEE SHEET 19 PA L WIDTH ASTRAGAL TR — J 114'MAX. CONCRETE/CMU P MAY BE ANC MENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION FIXED PANEL CLIP& INTEREXTERIOR OR OR DIRECTION. �.\`'�ONY,LYNN���'% NOTES ANCHORS,SEE �� 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE6,THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. • 110ENSF•,��� 2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALL LOCKSTILES,( `t}j No.587o5 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED} 26 O VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND 1l ! U C 4)CONTINUOUS ANCHOR PLATE,ITEM#3,IS REQUIRED AT ALL HORIZONTAL RAILS INSTALLATION,HORIZONTAL X-SECT.14- J ROSOWSKI p I 1�;'Q FRAME ANCHOR LOCATIONS. O,�•. srgrE of N' 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. carRl�Hroxo77 raru+ous7wes.m. a NO CHANGES THIS SHEET. 04/05/17 %�S1 ''��ORION,.•'G�C��� 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL INTERLOCKS`f/ z7 z9 1070 TECHNOLOGY DR '',Sig()NAL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY I THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. «1 STANDARD HO N.VENICE,FL 34275 A.LYNN MILLER,P.E. (94.OF AUT. ,,, SGD-5570 NTS 3 OF 21 T MD-5570.0 9 A 7)SEE SHEET 20 FOR SCREEN DETAILS. P.E.@ 597a5 CERT.OF AUTH,tl1029B DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 DADE APPROVED MULLION,FBC INTO MASONRY AND EDGE DISTANCE PER INro wooO INTO MASONRY INTO METAL COMPLIANT APPROVED MULLION, 1X BUCKSTRIP SUBSTRATE,SEE TABLE A,SHEET 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP.ANCHOR TYPE,EMBED ENT FRAMING OR STEEL STUD.MAY FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. CONCRETE/CMU EDGE NOTE 3,SHEET 1 SUBSTRATE,SEE TABLE A, HEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE EDGE 1&NOTE 3,THIS SHEET EDGE DISTANCE' TABLE A,SHEET 1 REQUIREMENT ti. DISTANCE EMBED- 1+, EDGE DISTANCE MENT EMBEDMENT EMBEDMENT — EMBEDMENT �ti-•-'�'r�;.. � •Q� � 1� [ram 1/4"MAX. S 1X OR 2X 4. . 1/4"MAX. II a 1/4"MAX. ° 1/4"MAX. Q BUCKSTRIP,SEE ANCHOR NOTE 3, 3 TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND a EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE 63 SHEET 1 TABLE A.SHEET 1&NOTE 3,THIS SHEET TABLE A;SHEET 1&NOTE 3,THIS SHEET 33 80 a / FOR 1)DETAILS APPLY TO GURATIONS. / LOOKSTILES, 2)REFER TO ANCHOR NOTES,SHEET 1. J ASTruaaLs, 3 SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, �I FIXED STILES ) AND #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9/16" _ HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM 48,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/16" ANCHOR PLATE AT RAILS SCREW; AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2" EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT Q PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR HEIGHT HEIGHT NOTE e, SILL RISER PRODUCT Romp y n with the Florida THIS SHEET VARIES WITH EXACT DIMENSIONS. S gg Dulldln Codo REQUIRED NOA-No. 17-0420.06 EXTERIOR POSITIVE Expiration Dote 04/14/2021 DESIGN 390---1 Fr D O2a PRESSURE, y e2 SEE SHEETS .390''ff—°-I -°— � mlam a Product control 91 OR s2 .390T 1•— T EXTERIOR O 7&6. 26 OR 2B LI �.390 2.947 33 42 iN25HOWN 1. 2370 3.464 Ll 4.041 1/4"MAX, 1143.46 ALSO APPLY 823 2.887 GROUTAS s NEEDED,SEE 1.917 13 60 ANCHOR NOTE 2 �7 .060 .080 O60 12 U 2-1/2"=TOTAL .060--=ter-� _j 5,SHEET 1 a 1/4"MAX, O s SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER �I I V a� 1 a2( a3 as as . Q Y,LYN y7/ O 2-1/2"TOTAL O(3-112"TOTAL O(4-1118"TOTAL O(4-616"TOTAL `�` N N SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) 0 04N •,l( ; EMBED- ' EMBEDMENT EDGE *t No.58705 MENT ° ° DISTANCES VINYL SLIDING GLASS DOOR NOA(LM) 2 10/06/16 J TYP.ANCHORTYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICAL XSECT. & J ROSOWSKI =p "��' �= DISTDGE.ANCE �I EMBEDMENTAND 2X WOOD BUCKSTRIPOR EMBEDMENTAND ® �0 STATEOF EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE coPrRo Ro2o1T POTlxausrRlEs,INc. NO CHANGES THIS SHEET. 04/05/17 •F�oR..... CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, AFL RwHrs RE3ERVFD �ris7ONAL�C\``� PERANCHOR DETAIL F1 SEE TABLE A, SEE TABLE A, 1070 TECHNOLOGY DR �§ �� T)T,III1111 DETAIL F REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 INTO MASONRY THIS SHEET INTO WOOD THIS SHEET (941)-480-1600 SGD-5570 NTS 13 40F21 c MD-5570.0 jI A A.LYPE#ISLSL705 P.E. CERT.OF AUTH.02MG8 2 INTERIOR 71 35'. !� 71 89 98 S t9 (4)THRU KEEPER d 2 INTERIOR 4 25 R 20 25 20 37 96 MAX 16.5"O.C. O INTERIOR 33 SHEET 119 1 98 INTERIOR DETAIL H2 �o c 0 I� IB E�I EXTERIOR BD' (4)THRU KEEPER @ MAX I OUTSIDE CORNER Flu 3.6'-0.C.,SEE SHEET 19 U❑ l Utz 40 C7 (�0 d 33 90°d o 4 89 IMERIOR 39 onrs , 1 Q �❑ 25 OR 28 94 MAX 10.5"O.C. o EXTERIOR \ EXTERIOR 26 fl 20 ❑� T� V 41 v 135° O gp^ 39 0 `` 33 DETAIL G1 E�y DETAIL H1 MAX 1B.5.O.C.94 ❑ _ 135• EXTERIOR d o� INSIDE CORNER OO INSIDE CORNER 40 INTERIOR 41 ',."1✓� (4)THRU KEEPER eB EXTERIOR 1 95 (v�MAX 3.6.O.C., �1 k. SEE SHEET 19 10 �O� 9 0 a o PRODUCT REVISED O a��❑� ne com Iyyingg with the Florida 9ulldlno Cvdv NOA-No. 17-0420.06 �OO 135° Q Expiration Date 04/14/2021 INTERIOR By �✓jQ mlaml:D!do Product Control 2 aa® NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 00 26 a QQLS QUANTITIES,SEE TABLES 1&2. `1111I 1TI " 30 a 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, ONY,LYNN 35 DEPENDING ON CONFIGURATION. � MAX 18.5'O.C.90 * ! No.66705 19 as ti VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ (4)THRU KEEPER @ MAX OB EXTERIOR 3.5-O.C.,SEE SHEET 19 CORNER ASTRAGAL HORIZ.X-SECT. JROSOWSKI ' ` DETAIL G2 ® .. ' � 135• OUTSIDE CORNER COPYRIGHT 2017 PGT IL RIGHTS INNRUSo IEs,INC. NO CHANGES THIS SHEET. 04/05/17 %,��ss/�oRID�NG`=��\ 1070 TECHNOLOGY DR �� i/10NAL I I N.VENICE,FL 34275 111111 (041)-480-1600 SGD-5570 NTS 111 5 OF 21 z MD-5570.0 1991 A A.LYNN MILLER.P.E. CERT,OF AU7H.p26106 P.E.#58706 DETAIL 11 DETAIL 12 OPTIONAL NON- INrO Mn I L 1 INTO MnsorBar STRUCTURAL CONCRETE/CMU ANCHORS FOR ' '` ",`� �� • INTERIOR POCKET INTERIOR 21 zz TYP.ANCHOR TYPE,EMBEDMENT EDGE PER ANCHOR JAMB at DISTANCE ; REQUIREMENT 28 27 AND EDGE DISTANCE PER SEE FIG 1, SUBSTRATE,SEE TABLE A, INTERIOR POCKETS MUST 30 ' THIS SHEET o SHEET 1&NOTE 3,BELOW FIGURE 1•INTERLOCKS AT POCKETS: INCLUDE A NON-STRUCTURAL, N .' FRAME JAMB TO REDUCE THE + I' 10 , .''i. ` FOR DOOR HEIGHTS 96"AND LESS: POSSIBILITY OF WATER OPT. INFILTRATION. e' 114"MAX, 21 c� .�; ANCHOR 31 q : 18 17 OPT. EMBEDMENT p POCKET BY OTHERS,SEE — � '` ., '. n OPT. 18( NOTE 6 BELOW. ME T-^-,','•:' OPT. eME�O FOR DOOR HEIGHTS OVER 96" 1l4"MAX. •,• 1; ANCHOR 10' 9T 21.9" SEE FIG 1, q MAX.D.C. TYP.ANCHOR TYPE,EMBEDMENT• EXTERIOR CONCRETGCMU THI9 SHEET 31 c d AND EDGE DISTANCE PER 5' L EDGE PER ANCHOR SUBSTRATE,SEE TA13LE A,SHEET 1 DISTANCE REQUIREMENT SO 21 � &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 27 9t 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET-1 BE A MIN.OF 3 THREADS BEYOND &NOTE 3,BELO THE METAL SUBSTRATE _ EDGE 2X WOOD BUCKSTRIP OR PRODUCT REVISED DISTANCE FRAMING,SEE ANCHOR a9 complyIng with the Florida EDGE NOTE 3,SHEET 1 Bullalnp Cad. DISTANCE OPT.ANCHOR NOA-No. 17-0420.06 DETAIL 13 OPT.ANCHOR Expiration Date04/14/2021 INTO METAL EMBEDMENT BY 17 OPT. -Q r/--OOPT. IVllum- e Product Control EMBEDMENT T DETAIL 14 1/4"MAX. ,� G, MAX 4 INTO WOOD EXTERIOR v 10 SEE FIG 1, _ SEE FIG 1, d _ THIS SHEET 31 d THIS SHEET 30 28 R 27 EXTERIOR 22 21 91 �5 \\\\ Ly EXTERIOR POCKET EXTERIOR POCKET No.58705 NOTES VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05/15 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2)REFER TO ANCHOR NOTES,SHEET 1. P-HOOK EXAMPLES,HORIZ.X-SECT. & J ROSOWSKI 71 ' 2i�ir= 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. ® 44)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. COP1YRIGHTC20 7 POT INDUSTRIES,070 TECHNOLOGYSERVED DR NG NO CHANGES THIS SHEET. 04/05/17 6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N,VENICE,FL 342715 AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)-480-1600 SGD-5570 NTSJ]J 6 OF 21 �� MD-5570,0 A A.LYNN MILLER,P.E. CERT,OF AUTH.M1829 P.EX 58705 TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for: PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A. Glass Types 1,1A,3 or 3A 80.. 84" 96" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15116"DLO Height 72-15116"DLO Height 81.15/16"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Locksllle Reinforcement#25 or#26 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Sid.Interlock Reinforcement#27 A B C 1) A I B C D A 8 I C D CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pros +60/-60 psf +60/60 psi +60/60 psi #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19.1/e" HeadfSII1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24' DLO Jamb 6 5 5 5 5 5 5 5 5 5 5 6 MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB, P-hook 7 7 7 % 7 7 7 7 8 0 0 8 Design Pressure +60/-60 psf +60/-60 psi +60/-60psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25.118" HeadIS111 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS.. 30" DLO Jamb 5 5 5 6 5 5 5 6 5 5 5 b L Width C3 P-hook 7 7 7 7 7 7 7 7 8 0 0 8 Design Pressure +60/-6Op3f +60/-60psf +60/-60psf 31-1/B" 0 38° DLO HeadlSlll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 q+1 C3+1 C3+1 C13+ a Jamb 6 1 b 1 5 5 5 5 6 5 5 5 5 5 Width P-hook 7 7 7 7 7 7 7 7 8 8 8 e zDesign +60/60ps/ +60/-60ps/ +60/-60psf 37-1/8" HeadlSlll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 TABLE B1: 42' DLO Jamb 5 5 5 5 5 5 6 5 5 5 5 5 Width Water-Limited FIG 1: P-hook 7 7 7 7 7 1 7 7 7 a 8 1 8 8 (+)Design Pressure OH LENGTH Design Pressure +60/-60p3f +60/-60psf +60/-60psf Sill Nam,Sill Max.(+)DP 434/6. HeadfSlll C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 3+1 C3+1 C Riser Height _ Allowed DOOR ASSEMBLIES 5 5 5 5 4B" DLO Jamb 5 6 5 5 5 6 8 Width None 1-11/18" See Note 2 t? PRODUCT REVISED P-hook 7 7 7 7 7 7 7 7 0 8 8 8 w OVERHANG(OH)LENGTH IS as complying with the Florida 42 2-1/2" +38.7 psf = EQUAL TO OR GRFJITER THAN Building code 43 3-112" +60.0 pst p THE OVERHANG HEIGHT IS nDa-No. 17-0420.06 USED IN EXAMPLE ON SHEET 9 44 4-1/16" +80,0 psf EXEMPTED FROM WATER Expiration Date 04/14/2021 45 45/8" +80.0 psf INFILTRATION RESISTANCE. By i Mlaml- Product Contra] DLO WIDTH=NOM.PANEL WIDTH-8-9/96" VLO HEIGHT=DOOR HEIGHT-11-1/16" `` �pN�fiLYA)N�•,,��' PANEL HEIGHT=DOOR HEIGHT-2-112" ; ' °:.LtcEu� TABLE NOTES: .667p6'No ' VINYL SLIDING GLASS DOOR NOA(LM) A 10l05l15 =*; * 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED(+)OF. DP&ANCHOR QUANTITY TABLE 1 m J ROSOWSKInifv �`2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL . ` ` RISER IS NOT REQUIRED,IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED, corvma nosor7 pcnuousTREs,iuc. NO CHANGES THIS SHEET. 04105/17 '. S :`YDR�DR•'G 3)SEE SILL RISER TYPES ON SHEET 4, AIA A«woirrs nose iveo 4)SHEET APPLIES TO 2,3 AND 4.TRACK CONFIGURATIONS, 1070 TECHNOLOGY DRL t�?�`` 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING CERT. 480-1600 X SGD-5570 NTS 7 OF 21 MD-5570.0 A A.�YNN wuFR,P.E. CERT.OF AUTH.rze2se P.E.0 59705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 2 or 4 80" 84" 96" 108" IC3+IG3+1 ' SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS, Astragal Refnfomement#29 68-15fl6"DLO Height 72-15r16"DLO Height 84-15/16"DLO Height 96.15f16"DLO HeightLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES,ADDITIONALLY,THE Locksdle Reinforcement#25 Anchor Group Anchor Group Anchor Group Anchor GroupGroup MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE HD Interlock Reinforcement#20 A B . C D A B C D A B C D A B C DC D CONSIDERED,SEE TABLE 82,THIS SHEET. Design Pressure +100/400 psf +f00/-100 psf +100/400 psf +601-65psf5 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 191/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 CS+1 C3+1 C3+1. C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24' DLOMIDSPAN OF PANEL). Width Jamb 5 6 5 5 5 5 5 55 5 5 5 B 6 6 6 6 6 TOTAL#OF ANCHORS THROUGH THE JAMB. P(tcok 7 7 7 7 7 7 7 7 8 9 8 8 9 9 9 0 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, DeslgnPressure +100/-100psf +tool-100psf +1001-loops! +60/-65psf +60/-65psf PERPENDICULAR TO THE GLASS. 25-116' HeadlSlll C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 G3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 30 DLO Jamb 5 5 5 5 5 5 8 5 5 5 7 5 8 6 6 B 6 8 6 6 Width P•hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +100/-100 psf +100/400 psf +100/400 psf +60/-65 psf +60/-65 psf 31-1/8° Head/Sill C5+2 C3+1 C5+1 C3+1 TPF#7 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 FIG 1; 36' DLO Jamb 5 6 6 5 5 6 5 7 5 6 6 6 5 6 6 g 6 �QHLENNGTH r Width P-hook 7 7 7 7 7 8 8 9 6 9 9 9 9 10 10 10 10 DOOR ASSEMBLIES 37-1/8° Design Pressure +1001-100psf +1001-100psf +100/-100psf +60/-65psf +60/-65psf INSTALLED WHERE THE a 42" DLO Head/Slll C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 �`we OVERHANG(OH)LENGTH IS Jamb 5 5 7 5 5 5 7 5 5 5 8 6 6 6 6 6 6 6 7 6 EQUAL TO OR GREATER THAN Width p THE OVERHANG HEIGHT IS E P-hock 7 7 7 7 7 7 7 7 B B 8 8 9 9 9 9 10 10 10 10 EXEMPTED FROM WATER Z Design Pressure +100/400psf +100/-100pef +92/-92psf• +60/-65psf +60/-65psf INFILTRATION RESISTANCE. 43-1/8" Head/Sili 05+2 C5+2 C5+2 C3+2 C6+2 C6+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 03+1 49" DLO Jamb 5 6 7 6 6 5 B 5 5 5 9 5 B 6 7 6 6 6 8 6 Width P-hook 7 7 7 7 7 1 7 1 8 1 a 8 1 8 1 8 1 9 9 9 8 9 10 10 10 10 TABLE B2: PRODUCT REVISED 491/6" Dsslgn Pressure +80J-80psf +80/-80psf +80/-80psf +60/65psf +54.11-58.7ps1 Water-Limited euirding bong with the Frortda 54" DLO Head/Sill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C6+2 C5+2 C5+2 CS+2 C5+2 c5+2 C5+2 (+)Design Pressure HOA-No. d 17-0420.06 Width Jamb 5 6 6 5 5 5 7 1 5 5 5 8 5 6 6 8 6 6 6 B 6 Sill Nom.SIII Max.(+)DP Expiration Date 04/14/2021 P-hook 7 7 7 7 7 7 7 7 8 a 8 8 9 9 9 9 . 10 1 10 10 10 Riser Height Allovsd By Design Pressure +80/-80 psf +80/-80 psf +80/-80 jest +59.1/-64 psf +49.6/-53.7 psf None 1.11116" See Note 2 mla Product Control 5DLO HeadfSlll C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C6+3 C3+2 C5+3 C6+2 C5+3 C3+2 C6+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 42 2.1/2' +38.7 psf 60" DLO Jamb 6 6 B 5 6 6 7 6 5 5 8 5 6 6 8 6 6 8 8 6 Width 43 3.1/21 +BO,Opsi P-hook 7 7 7 7 7 7 7 7 6 a a 6 9 9 9 9 10 10 10 10 44 4-11161 +60.0 psf •+1-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 1 4-518' I +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-8-9116" DLO HEIGHT-DOOR HEIGHT-11-1116" ���`�aNV LYNN PANEL HEIGHT=DOOR HEIGHT-2-1/2" *,`•­ TABLE NOTES; * No.58705 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP, DP&ANCHOR QUANTITY TABLE m* J ROSOWSKI g 4/1 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL RISER IS NOT SHOWN IN TABLE 2 MAY BE USED. 3)SEE SILL RISER ON HEET4. oOPvn1pH�ry�or'nsaea"eRveoxies.No. ¢� NO CHANGES THIS SHEET. 04105/17 �' �S"."10RIDP..NG\��.`` Q SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR �r, TONAL IE i%``` 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE.FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 SGb-5570 1 NTSJ]j 8 OF 21 M0.5570.0 A A. tYNN MI LErt,P.E. CEn7.OFAUrri g1820B y P.E.N 5870.5 EXAMPLE: 4 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD 9PLIca INTERIOR CENTERLINE CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,48"X 84"NOM.�PANELS, INTERIOR POCKETS S" �OF INTERLOCK I OF INTERLOCK ANCHOR INFORMATION. LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, — CENTERLINE CENTERLINE I CENTERLINE • OF PANEL f OF PANEL 2 OF PANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.?J-58.6 PSF MAX POCKETBY -- OTHERS,SEE NOTE 0, SHEETS "+2"ANCHORAGE, 26.7l0'MAX, 0. ANCHORAGE, SHEETI2 '+2-ANCHORAGE, MAX. SHEET 12 •C3"CLUSTER, 'C3'CLUSTER, SHEET 12 SHEET 12 SHEET 12 END ANCHORAGE EXTERIOR SEE POCKET JAMB (MIN.1 ANCHOR) EXTERIOR SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR NONSTRUCTURAL ANCHORS MAY SHEETS - TO AID IN —L� BE ADDED INFIELD PXXX(3TRACK)AS NEEDED TO ' ALIGNMENT ALIGN THE HEAD OR SILL IF A ID SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR �CENTERLINE I CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OFINTERLOCK OF INTERLOCK ANCHOR INFORMATION. 0" CENTERLINE CENTERLINE _ CENTERLINE �• OF PANELi OFPANEL2 OFPANEL3 POCKET BY o 0 EXTERIOR INTERIOR OTHERS;SEE ° ° NOTES, o 0 0 0 0 3HEE70 '+2"ANCHORAGE, 25-31W MAX' G" ANCHORAGE, SHEET II '*2"ANCHORAGE, MAX. SHEETII "�^CLUSTER, 'C3^CLUSTER, SHEET II 12'MAX. 21.0^ SHEET 11 SHEET 11 END ANCHORAGE EXTERIOR FRAME JAMB SEE POCKETJAMB MAXREQUIRED0 INSTALLATION ON SILL ANCHORAGE DETAILS (MIN..I ANCHOR) INTERIOR POCKETS SHEET 1 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1 8,2 PXXX(3-TRACK) PRODUCT REVISED FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF as complyyingg with tho Florida Building Codo +48.2/-58.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: NOA-No. 17-0420.06 DESIGN PRESSURE IS+601.60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER expiration Doto 04/14/2021 PRESSURE REQUIREMENTS. TO BE25-8I000.ORLESS By FOR WOOD INSTALLATION USING ANY I Head/Sill I C3+2 _ [niam-Da ro uc Contro ANCHOR IN GROUP A(SEE TABLE A),TABLE I Jamb 1 5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 1 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: 8°MAx. 6°MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT CENTERLINEOFENOPAIJEL OPT.ANCHOR THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE To AID IN —I HEAD(INTERMEDIATE ANCHORS)'SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT I MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25.318",OTHERWISE ANCHORS ARE NOT REQUIRED AS i i I I I IIIf ANCHORAGE ANCHORAGE THE SILL(INTERMEDIATEANCHORS:SHEET 11 FOR THE"+2 ANCHORS AT THE PER THE FIGURE ABOVE., �`���N­CEN3N �Cr' 11 DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05/15 ;*;' N0.68705 FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE m` J ROSOWSKI ( _ LOCATIONS OF CROSS-SECTION DRAWINGS, R27'. O B)SHEET 10 FOR SPECIFIC GLAZING TYPES, 3)INSTALLATION DETAILS INTO WOOD CAN COPVRIaKTozo17 PGTIHOUSIrOEs,iNc. ¢� NO CHANGES THIS SHEET. �9 04/05/17FLORVOP,.•' ��.� C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: a LRIDHrs RasERVEO i� S G�. D)SHEETS 4 8.18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 TECHNOLOGY DR AI E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB•SHEET 3 N.VENICE,FL 34275 F)SHEET 21 FOR A BILL OF MATERIALS, P-HOOK:SHEET 8 (941)-480-1100 SGD-6570 NTS 1 9 OF 21 MD-5570.0 A A.LYNN MILLER,P.E. CERT.OF AUTiL C272B8 P.E.f!68705 1-1/1 B"NOM. _ 3/16"HS GLASS 7/16"NOM. 7/16"NOM, 7/16"NOM. .090"PVB 3116"HS GLASS 3/18 HS GLASS 311 B•HS GLASS 3116"ANN GLASS _ 75 7e .090"PVB .090 PVB .090'SG 7l16"AIR SPACE- 77 76 3116'HS GLASS 3116"HS GLASS3/18"T GLASS 3/16"ANN GLASS PAINTED/ PAINTED/ PAINTED/ PAINTED/ LAMINATED ///'''LAMINATED LAMINATED Oo ea LAMINATED OO 81 SURFACE OO 81 SURFACE OO 81 —— SURFACE SURFACE a EXTERIOR I— —— c]-XF TERIOR I a EXTERIOR I— \ a EXTERIOR PRODUCT IS"EXTERIOR- I \I PRODUCT IS'EXTERIOR- I \I PRODUCT IS"EXTERIOR- I I PRODUCT IS"EXTERIOR- GLAZED"IF080-81 IS 7/B"NOR GLAZED IF#8D-01 IS 7/8"NOM. GLAZED"IF#8401 IS 7!8'NOM. GLAZED"IF#82-831S 7/8"NOM, TOWARDS THE EXTERIOR I O I GLASS TOWARDS THE EXTERIOR.I D I GLASS TOWARDS THE EXTERIOR I ` I GLASS TOWARDS THE EXTERIOR I I GLASS I BITE I I BITE I I BITE I I BITE INTERIOR I a INTERIOR I C]WTERIOR I a RTI FRIOR C] PRODUCT IS"INTERIOR- I I 70 GLAZED'IF#80-81 5 ODUCT IS R I I 79 GRLAZED"TF#80-Di IS 'I I 70 GLAZED"IF#82.83 SIOR- i I PRODUC GLAZED IF#00.81 IS I I TOWARDS THE INTERIOR.I TOWARDS THE INTERIOR.I TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. ae 83 85 SEE NOTE 2• 98 SEE NOTE 2, ' SEE NOTE 2, SEE NOTE 2, , THIS SHEET THIS SHEET THIS SHEET THIS SHEET GLASS TYPE A GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 "ANN"=ANNEALED "HS"=HEAT STRENGTHENED ,,r=TEMPERED SILICONE HOT-MELT BUTYL 1.1/16"NOM. 1-1/16"NOM. "PVB"=.090"TROSIFOL®PVB INTERLAYER STRUCTURAL 3(16' SS,GLASS 3/16'HS GLASS BY KURARAY AMERICA,INC. SILICONE 3116'NOM. STRUCTURAL FOAM .090"PVB .090"SG "SG"_.090"SENTRYGLAS®INTERLAYER POLYISOBUTYLENE 1/4"NOM. WITH BY KURARAYAMERICA,INC. WITH DESICCANT 3/16'HS GLASS 75 76 3116'HS GLASS 75 76 DESICCANT EXT.GLASS EXT.GLASS 7116•AIR SPACE 77 76 7/15"AIR SPACE 77 78 PRODUCT REVISED 3/16"T GLASS 3/16"T GLASS ao complying with the Florida PAINTED/ PAINTEDI NOA-No codo 17-0420.06 O LAMINATED O LAMINATED NOA No. B2 O Ba 82 OR ea SURFACE SURFACE Expiration Date 04/14/2021 INT.GLASS INT.GLASS a ExrERIOR a EXTERIOR ._.---- PRODUCTIS"EXTERIOR- I \ PRODUCT IS'EXTERIOR- \ Dy GLAZED"IF#82-83 IS I 7/8"NOM. GLAZED"IF#82•8313 I Miam- atl ro uc ontrol KODISPACE SUPER I cLAss 7/8"ASS TOWARDS THE EXTERIOR I TOWARDS THE EXTERIOR.I GLASS 76 4SGTPS 78 SPACER®NXT"" I I BITE I I BITE a INTERIOR ' C]INTERIOR I I ALUMINUM PRODUCT IS"INTERIOR- I I PRODUCT IS"INTERIOR- i I 7B REINFORCEMENT POLYISO- DESICCANT FILLAREA GLAZED"IF#82-83 IS I 70 GLAZED"IF#82.83IS BUTYLENE TOWARDS THE INTERIOR TOWARDS THE INTERIOR. 5H 6"NOM. I 6116'NOM. SEAL- SEE NOTE 2, 88 SILICONE SEAL SEE THIS SHE T DESICCANT ROLL-FORMED Tins SHEET Tests SHEET GLASS TYPE 4 STAINLESS STEEL GLASS TYPE 3A Y FOAM rQN.......N/!f� YL EXi.GLAss NOTES; �� C.''�,lceNaF'.,1� EXT,GLASS 1)BACKBEDDING SURFACES SHALL �c; NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA(LM) m 10/05/15 '*t' No.5r8708 INT,GLAss 2)PRODUCT MAY BE EITHER GLAZING DETAILS J ROSOWSKI =�i INT.GLASS �� I a 1' _.:w? INTERIOR OR EXTERIOR GLAZED, IS TE OF TM PROVIDED THAT THE"HS"SURFACE CCPVRwRTozo17 PcrlRDusrwes,INC. NO CHANGES THIS SHEET. �� 04/05/17 :OSS�<oR1OP.•''G\��� 77 DURASEALO XL EDGE ALL RIGHTS RESERVED F 7e OF A LAMINATED GLAZING UNIT IS SPACER SPACER ADHERED TO THE GLAZING LEG. 1070 TECHNOLOGY DR o / Y NAL C; / O E . N.VENICE,FL 34275 //1j/1 I1111 (941)480-1600 TI SGD-5570 y NTS 10 OF 21 j MD-5570.0 # A A.L p E 8708 RE, CERT.OF ADIH,p29290 SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK— INTERLOCK PANEL _ CEMERLNE PANEL CENTERLINE 4" CENTERLINE —4" CENTERLNE —4- CENTERLINE ir Tr t o EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTJJE��RIOR 2-TRACK CLUSTER'C3" IG 2-TRACK CLUSTER'C5" '� 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE V 2,TRgCK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1"ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINES CENTERLINE 4" CENTERLINE 4" 0 0Em 0 0 EXTERIOR —+•-� 3.221p EXTERIOR 3.22" EXTERIOR EXT �E "7RIOR 3.22" EXTERIOR —►� 3,22" V 3-TRACK CLUSTER'C3' 3-TRACK CLUSTER"C5' 3-7RACK INTERMEDIATE �/ 3-TRACK INTERMEDIATE n' ANCHOR LOCATIONS ANCHOR LOCATIONS V 3-TRACK INTERMEDIATE '+T ANCHOR LOCATION .+2"ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE CENTERLNE 4" o p 0 0 EXTERIOR — —3.22" EXTERIOR 3,22" EXTERIOR EXTERIOR I EXTERIOR 3,22 1T-1y " `5 4-TRACK CLUSTER 15 4-TRACK CLUSTER " 4-TRACK INTERMEDIATE v 4-TRACK INTERMEDIATE v 4-TRACK INTERMEDIATE 'C3'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS '+1'ANCHOR LOCATION "-2'ANCHOR LOCATIONS "+3'ANCHOR LOCATIONS NOTES: NOTES: FIGURES PERTAIN INTEnI.+EDwTe ANCHOR LornPERTAINTO THE FOLLOWING SILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2)TRACK-TO-TRACK. 2)TRACK-IS TRACK DISTANCE IS 2.375" 2.375" DISTANCE IS 2.375" W2.37511 FOR ALL SILLS: FOR ALL SILLS: F L j PRODUCT ID Head/SDI 1 a coomP yI n wiith thoFlorida \ NYILy1�Nr`��,, Jamb 5 Building co a \ O FIGURES PERTAIN TO THE FOLLOWING SILL JambP-thloo 7 "CIA-N.. 17�20.06 ��...... NSF'•(( '� CLUSTER ANCNoxtocAnGNs: Expiration DPW 0 4/1 412 0 21 No.5870..3 VINYL SLIDING GLASS DOOR NOA(LM) 10/06/16 By .'— Miaml-tl eFroauct control �` ® ANCHOR LOCATIONS A 4 J ROSOWSKI ��p� "SAI �4u COPYRIGHT02017 PGTINOUSTRES,INC. NO CHANGES THIS SHEET: 04/05/17 'i�S ', GOR� G��`� ALL RIGHTS RESERVED �j S' `\\\ HeJeam6fll C5 1 1070 TECHNOLOGY DR �NAl1�\\\ N.VENICE,FL 34275 P-hook 1 7 1 (841)-480-1600 INISGr)-5570111 NTSJ�j 110F 21 MD-5570.0 49 A A.LYNN MILLER,P.E. CERT.OP AUTH.N7020E P.E.f158705 HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR RAAL OR EL INTERLOCK 4" A IS NTERLOCK 4" PANEL_ CENTERLINE 4° _ PANEL CENTERLINE CENTERLINE CENTERLINE CEMERLWE 4' EXTERIOR 1 3.22", EXTERIOR 3,22" EXTERIOR EXTERIOR 322" EXTERIOR 2-TRACK CLUSTER"03" v 2-TRACK CLUSTER"C5 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1"ANCHOR LOCATION "+2•ANCHOR LOCATIONS 'r3•ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL_ PANEL . PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE 4,75" OENTERLNE� 4" EXTERIOR —r+ 3.22" EXTERIOR —►+ 3,22" EXTERIOR EXTERIOR EXTERIOR 3-TRACK CLUSTER'CW '� S-TRACK CLUSTER*CS" �/ +1•ANCHOR LOCAT N 27 AN HOR O '+3°ANCHOR LOCATIONS LOCATIONS 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL _ INTERL PANEL OCK—►- 4" INTERLOCK—r- 4" CENTERLINE CENTERLINE CENTERLWE 4n CENTERLINE CENTERLINE 7 7 EXT ,IE �RIOR —3,22"' EXT�+fE-IRIIOR 3.22" EXTJE�RIOR EXTERIOR EXTERIOR v 4-TRACK CLUSTER v 4-TRACK CLUSTER �/' 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE'+2" .2 y 4 TRACK INTERMEDIA7E'+3" 'C-TANCHOR LOCATIONS •C5"ANCHOR LOCATIONS -I'ANCHOR LOCATION ANCHOR LOCATIONS v ANCHOR LOCATIONS NOTES: FIGURES PSRTAW TO THEFOLLOWPfO HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEDIATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2.376" 2)TRACK-TO TRACK FOR ALL'HEADS: DISTANCE IS 2.3T5" t2.375- FOR ALL HEADS; ny PRODUCT REVISED '���� Head/Sill I C +1 as om lil)nx with the Florida �\%NpNY,LYNAI Jamb b 17.0420.06 C1� 110EN �(( FI RE9 RTAM 707HE FOLLOWING HEAD NOA-No. CLUSTER ANChIOR LOCATIONS: P-hook 7 expiration Date 04/14/2021 ytP'• No.svm •��'� VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 sy Mia - atl +roduct Control r� � M., ANCHOR LOCATIONS By J ROSOWSKI ,O� Heed18111 C3 1 copmGHT al2Gil?PGrINDUSTRIEs.mc. NO CHANGES THIS SHEET. a 04/05/17 �r�is��NAL I N��� Jamb 1 5 1070 TECHNOLOGY DR � P hook 7 N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS 12 OF 21 MD�570.0 �$ A A LYNN MILLER. PE CERT.OF AUTH.M280 "+ �, REP P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW FIGURES PERTAIN TO THE FOLLOWING JALM ANCHOR LOCATIONS: -- '2.375" — — 4,75" 7.126" , 6" MAX. 21.6" 21.6" 21.6' HeedfS(II C3+1 MAX. MAX. MAX. Jamb 5 Q.C. EXTERIOR O.C. EXTERIOR O.C. E P-hook 7 OPT.ANCHOR r'✓l ll�� TO AID IN ALIGNMENT NOTES: 1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY W 6" 6" BE LOCATED IN ANY ADJACENT TRACK MAX MAX MAX (SIMILAR TO THE 2 TRACK JAMB)AS j� REQUIRED TO MEET MIN.EDGE DISTANCE I 2-TRACK FRAME 1 3-TRACK FRAME I 4-TRACK FRAME CONSTRAINTS,IN CASE OF AN ODD JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS,THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. 12" MAX. JAMB JAMB .JAMB ,(3)WEEP NOTCHES (4)WEEP NOTCHES 6 vy PER END @ 1"X.500" EEP NOTCHES PER END @ 1"X.500" PER END @ 1"X.600" r SILL SILL � EXTERIOR SILL C3 EXTERIOR (� EXTERIOR 6"MAX. (3)TRACK WEEP HOLES C? EVERY 24"@ 1.126"X.190"; (6)TRACK WEEP HOLES \ OPT,ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190", — (10)TRACK WEEP HOLES TO AID IN 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190°; ALIGNMENT 24"@ 1.375"X.600" (1)WEEP NOTCH EVERY 24"@ 1.375"X.500" NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED �����I I I OF ANCHORS REQUIRED IN THE P-HOOK. as Complyln with the Plodda �� NY LYNAt FIGURES PERTAIN TO THE FOLLOWING pOCNETJAN3 Belldlnp Coda \\ ��.•••••' 4/ HOOK ANCHOR LOCATIONS• MCA-No. 17-0420.06 '>,�CENSF'• HVIration Date 04M 4/2021 ��' *; No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 ay = riJ Mlam- a re Net Con rol -'U ) S ANCHOR LOCATIONS C � J ROSOWSKI ��0�., sr TbF COPYRIGHT 02017 POTINOUSTRIES,INC NO CHANGES THIS SHEET. 04/05/17Ss'•'A•l••^" HeedlSlll C3+1 ALLRIOMi9RESERVEO /7JJ�01VAI.tiEr,%�� ,lamb 5 1070 TECHNOLOGY DR P-hook 7 N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS 13 OF 21 1 MD-5570.0 i t A A.LYNN MILLER,P.E. CERT.OF AUTH.M200 o P.E7150700 HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAIN TO THE FOLLOWING SO'CORNER SILL - ANCHOR LOCATIONS: 90e 4" 4„ 4" >4„ L 4" 4" " Heed/Sill 1 3•�„ EXTERIOR 3•�" IV EXTERIOR 24i .Grob 5 2-TRACK 90'CORNER 2-TRACK 90•CORNER „YY p•(�k ] 'C4`ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 2-TRACK 00- CORNER EXTERIOR 2-TRACK 90'CORNER EXTERIOR (USE"ERE'CY IS SPECIFIED) (USE WHERE'C5"IS SPECIFIED) 'C4'ANCNOR LOCATIONS �(�(, `C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) V (USE WHERE"CS"M SPECIFIED) o 4„ 4" L IPRODUCT REVISED 4" 4 �s complylmJ with the Florlda Building Code NOA-No. 17-0420.06 Expiration Date 04M 4/2021 q" 4` 4" 4„ By Mlam to ue on EXTERIOR —3.22" EXTERIOR 3,22" 3.22" 3-TRACK DO•CORNER 3•TR ERR ACK00'CORNER 'C4'ANCHOR LOCATIONS '06`ANCHOR LOCATIONS 3•TRACK DO'CORNER EXTERIOR 3-TRACK 00'CORNER EXTERIOR_ (USE WHERE'Cr IS SPECIFIED) .(USE WHERE•C5•IS SPECIFIED) "C4'ANCHOR LOCATIONS •CS'ANCHOR LOCATIONS J`1J (USE WHERE'CS'IS SPECIFIED) (USE WHERE'CS•IS SPECIFIED) 4" 4" 4„ .��•` �pNY 4„ UCENSF•'•���� 4" 'Tq No.58705 cl IT F EXTERIOR 3.22" EXTERIOR 4" 3.22" �ii S/ `G ' 4•TRACK 90'CORNER 4-TRACK 00'CORNER 4-TRACK DO•CORNER EXTERIOR 4 EXTERIOR {�N�L1 `\�� 'C4"ANCHOR LOCATIONS "C0'ANCHOR LOCATIONS '4-TRA K90'CORNERHOR Cn7 (USE WHERE'CV IS SPECIFIED) (USE Wi1ERE'Cb'IS SPECIFIED) (USE MERE-C3 IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.E.A 69706 FIGURES PERTAIN TO THE FOLLOWING(10•CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: I VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05/16 90^ 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS D 14' J ROSOWSKI HoadlSllt C 1 JDmb 6 3)TRACK-TO-TRACK COPYRIGHTOYOIT POT NDUSTRIES,INC. NO CHANGES THIS SHEET. itA 04/05/17, P-hook 7 ALLR�GHTSRESERVED DISTANCE IS 2.375" 2,375" W2.375" FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRN.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTSJ]J 14OF21 d MD-5570.0 El A CERT.OF AL/TH.M1S208 HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135'CORNER CLUSTER ANCHORS LAYOUT: 11E R SILL : 4".4' 4„ "07 4„ HeacUSlll i OR EXTERIOR 3'22„ �l q" EXTERIOR- EXTERIOR `fib b 2-TRACK 13S CORNER 2-TRACK 136-CORNER �J �(, 4" Pfiook 7 "C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 2-TRACK 136'CORNER V 2-TRACK 136'CORNER (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C6"IS SPECIFIED) (USE WHERE'C3 IS SPECIFIED)O 'CS'ANCHOR LOCATIONS (USE WHERE'CS'IS SPECIFIED) 4" X4;" 4" 4„ a" PRODUCT REVISED a" 4" a$ corn 1yleg with the Florida Bulldlnp Codo 4„ NOA-No. 17-0420.06 o Explratlon Date 0 411 4/2 0 21 EXTERIOR EXTERIOR EXTERIOR EXTERIOR 3,Y2"� 3 22" Morn-Da ro uct on ro 3-TRACK 135'CORNER 3-TRACK 136'CORNER 9C4'ANCHOR LOCATIONS 'C0'ANC110R LOCATIONS 3-TRACK I CORNER 3-TRACK 136•CORNER (USE WHERE-C3-IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) 'C4•ANCHOR LOCATIONS 'Ca'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) 4' 4„ ���.'' 410ENSF•��(�� No.58705 4„ _ t' 1} EXTERIOR EXTERIOR 1:111OEXTEMOR S EXTERIOR .(+, a TE 3.22" i�,�Si '•., .•''��`� 4-TRACK'135'CORNER 4-TRACK 135'CORNER �/ �� 'C4'ANCHOR LOCATIONS 'C0'ANCHOR LOCATIONS 4-TRACK 135'CORNER 4-TRACK 135'CORNER �s� <ORIDA. (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5-IS SPECIFIED) 'CV ANCHOR LOCATIONS •C6'ANCHOR LOCATIONS r��ONAL1 (USE WHERE•C3'IS SPECIFIED) USE WHERE"CS"IS SPECIFIED) NOTES: A.LYNN MH1ER,P.E P.EN 6a705 FIGURES PERTAIN TO THE FOLLOWN0136-CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: Al VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05/151 135° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. Al ANCHOR LOCATIONS E aS J ROSOWSKI Nee 9111 C3 1 Jamb 5 3)TRACK-TO TRACK coPvrvoNroxoIT PGTINOUSTRIES.RTM WD. NO CHANGES THIS SHEET. 04/05/17 P•haok 7 DISTANCE IS 2.375" t2.375- fV2375.. 011GI T3 RESERVED 1070 TECHNOLOGY DR FORALL HEADS AND SILLS: N.VEN(CE,FL 34275 � (941)-480-1600 SGD-5570 NTSIII 16 OF 21 Jill MD-5570.0 9} A CERT.OF AUTH.It2M - f HEAD SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: FIGURES PERTAIN TO THE FOLLOWING - ,--• - SM'oW S¢LANCHOR LOCRTIGNS: SPLICE SPLICE SPLICE LOCATION 4" LOCATION SPLICE 4" LOCATION LOCATION iL H+ JL o o c o EXTERIOR 3.22" EXTERIOR —3.22" EXTERIOR .EXTERIOR 1 M adlSlll I Mfj ID ,f�I, 2-TRACK SPLICE fl Jamb 5 2-TRACK SPLICE ANCHOR SPLICE V -(A'ANCHOR LOCATIONS V 'Ca'ANCHOR LOCATIONS P-hook 7 'C"ANCHOR LOCATIONS E W ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE"CS`IS SPECIFIED(USE"HERE-CS'IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) ) SPLICE SPLICE LOCATION LOCATION SPLICE SPLICE 4.75" 4" LOCATION Q" LOCATIONjj4"All _ PRODUCT REVISED EXTERIOR 4" EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR as complying with tho PlcNda I-1 Building Coodd. 15 ANCHOR SPLICE 1 y ANCHOR LOCATIONS 'Cq'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS Np�a 17-0420.06 -or ANCHORLOCATIONS v (USE WHERE USE WHERE'C3'IS SPECIFIED (USE WHERE'C3'19 SPECIFIED) (LIEF WHERE'C6'IS SPECIFIED) ( ) (USE WFiERE'C6'19 SPECIFIED) Bxplreuon Dato 04/14/2021 By SPLICE 4.75" SPLICE Miam Pr uct Control LOCATION LOCATION 4" LOCATION LOCATION . � . o 0 0 0 4" EXTERIOR EXTERIOR 322" EXTERIOR R rt322"" 4•TRACKSPLICE 4-TRACKSPUCE 4-TRACK SPLICE 4-TRACKSPUCE '%0,`oIi j141YI I LI YI NI I h�I 'C4`ANCHOR LOCATIONS •CS'ANCHOR LOCATIONS 'CA"ANCHOR LOCATIONS 'CS'ANCHDR LOCATIONS ` ,a�.• t,ICENg' Q (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE IS SPECIFIED �';' P '•�� !, �• No.58705 ��T'•. F TB OF NOTES: i,�t�ss �ORIDP,.•'G�C��. 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 6 � ,� II NAL,i l IN`�. FIGURES PERTAWTOTHE FOLLOWING SPUCEO 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. i A.LYNN MILLER,P,E. UFADANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.EM 68705 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 DISTANCE IS 2.375" 2.375" 2.375" [-T- AFOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F 1� J ROSOWSKI CO"RIGHTn 1o1T PQi1NOUSTRIE3,INC. NO CHANGES THIS SHEET. 04/05/17 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED AIL RIGHi9 RESERVED B HJaMb 5 1 BY OTHERS AND REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY OR N.VENICE,FL 34276 P•haoic 7 (941)-480-1600 e SGD-5570 NTS 180F21 £ MD-5570.0 $:51 A cEar.ocnuTH.wan PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES DOUBLE PANEL OUTSIDE 90' INSIDE 90• OUTSIDE 135• INSIDE 136' C INTERLOCK w ASTRAGAL TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER INTERIOR OR OUT IN nA DOUBLE EXTERIOR GLAZED ,DIE — I /V7 LOCKSTILE L�+vvw.nnr� INTERLOCK LJ SINGLE E F I / - K L L TC TA TV TW J LOCKSTILE l._Innnnni�-9--.1_ ASTRAGAL INTERLOCK OUTSINGLE(eaxarti (eDxIM �m9 1/ C�/p�� C —.—J''—�{-- Q H P ® C C i../C SA S V V V V VD INTERLOCK �+�`�`^^�`�"-� INTERDOULOCK LE SINGLE B i INTERLOCK LV IN fnayou0 ffivxk7 FIXED �I\ R S S FC FD FV F{/V A DOUBLE 0 LOCKSTILE ` STILE , ` INTERLOCK w LOCKSTILE U ASTRAGAL �.�vnN.rt_.r LOCKSTILE-_-I Wi HANDLE ® """►��/�// J moxom maxim) , SINGI[ ASTRAGAL LR T l I DC� 'DOUBLE INTERLOCK LL BOX OUT (fioxcun (soxo oox0 a -i Uj ASTRAGAL IN BOX IN /V • D Nfuavu4 (BOX" MKOW OUT Ia' CT CS CF W ASTRAGAL z RECEIVER Q IN,90' a RECEIVER AT AS DF — PRODUCT REVISED OUT.135' �/'�' as cam mild, pl in with the Florida no ASTRAGAL J��RECEIVER V / VS VF NOA-No. o�a 17,0420.06 IN.135' Expiration Data 0 4/1 412 021 ASTRAGAL W T �/V S Y V!' ' RECEIVER 9y Mla -D a roduct Contra LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "F"SHOWN. PANEL NOTES: LLYN,y�i 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. 10ENS�C' 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE 4 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 * ,}No.68705 NOT AVAILABLE. — A PANEL TYPES 1� JROSOWSKI ' � `� �. 3)MAXIMUM NOMINAL PANEL WIDTH FORALL PANEL CONFIGURATIONS IS 60". J�7 ;0,(,• STATE o 4'e COPYRIGHT V 2017 PGTINDUSTRIES,INC. a NO CHANGES THIS SHEET. 04/05/17 F[aRIOP,.•''� � 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH ALLRCHTSRESEWED �i 7, •••••••• G�` TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY 5 �� N.VENIHN L 34275 �'�/,,��NAL1E���`� (841)-480.1600 SGD-5570 NTS 17 OF 21 �� MD-5570.0 A A.LYNN MILLER,P.E. CERT.OF AUTH pT0298 y P.E.H 68706 4 I+-- 5.875 -�I 10.635 L .540 .125 �.550 291 .061 .762 a 500 .930 -Ail 1.812 1.681 062 .3' 1.928I rT,00 Lj&��- FRAME SCREW INTERLOCK CAP, 1O 2 TRACK HEAD/JAMB © 4 TRACK SILL ({COVER(PVC) ANCHOR PLATE Q TRACK INSERT 10 EXTENDED POCKET 5.178 -{ 1.000 252 231 OgO 2.060 .10080 �Ipp��UU��,pp 062 1.613 080 1tOO p 8.250 0.250 -�� 949II 1.435 1.983 1.813 p.100 0 8 1.681 U-�UUI'-•062 FV-f 060 ❑.100 ❑ b��]�C] LaJ 1'1 SO TOR RAIL 12 OUTER SILL 13 C VER TRACK 17 P-HOOK ADAPTOR 1g P•HOOK O 3 TRACK HEAD/JAMB ®3 TRACK SILL 094 125 -j+ -.640 � �-'•540 2913.000 A61 �•228 2.975 2.141+J 1 .607 10.g25 -- 5.875 �� 526 500 '-i 4+2 7 .076� 1.406 � J� O O C7 Ot I �.100 9� j` �_.062 {=�1--.os2 t -1 .3z9 1.813 p ��0-1I u 1.661 r D'100 ©� LaJ�-t 19 KEEPER DEEPER BAR COVER RMENT ®BnIRNFORCEMENT ®3 FIXED PANEL CLIP ®pEgTE REINFORCEMENT 4 TRACK HEADMAMB 072 TRACK SILL 2.51 1- `I r--2.838 1.625 1.595 -.I 1.595 -.309 2.696 080 2,0737-0E 9 1.570 I r- t '- I - �T[ I 3.483 125 I .070 .175 4.835 4.279 •100 �2.833 2.368 Q .768 •400 H 2.768 25 312 2.210 O80 2 116 ❑ g INTERIOR JAMB COVER L�J 300 0 � 2.025 LL��JJ �72.710 1.875 �- PRODUCT REVISED 110 120 -- .182 .120 I+-182 2 291 .100 as complying with the Florida INTERLOCK.400 ASTRAGAL EXTENDED POCKET INTERLOCK PANEL STILE,TOP Building oft ®AND STILE © AND STILE REINFORCEMENT, Q REINFORCEMENT, REINFORCEMENT INTERLOCK ADAPTER 31 ADAPTER ©ASTRAGAL ADD-ON Q3 AND BOTTOM RAIL N pirate 17-0420.06 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration oat 04/14/2021 REINFORCEMENT 3.326 By ,r/ I-*"-3.345 NOTES: Miarn- Product Comm -3.452 1 472 - �919 1)SEE SHEET 4 FOR 125 3.209 .125 D60 3.713 ,090 SILL RISERS. 3,345 060 2.176 .046 1.500 3.247 2)SEE SHEET 20 .07D -v ]I_ ,065 .919 FOR SCREEN PARTS. 1.170 • 29 300 3 ALL DIMENSIONS @135°CORNER 36 135°CORNER ©135'CORNER ©135"CORNER Q90"CORNER 40 90'CORNER 41 90'CORNER ) ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP. ASTRAGAL TR GAL CAP, IN INCHES. \`� LYNI�(`����i� EXTERIOR INTERIOR ........... i -•-1,912 A 812 210 rt .252- e12 173 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ylr; No. 705 .066 062 1.261 1 1.261 1.281 1.261 -0 GR Q EXTRUSIONS �� J ROSOWSkI �pO•• ��T�� ..��; p 7/16" gi 7116" 82 1-1116 I 83 1-iH6" ®1-3H6" CoPYRlmtromn FGTsawsmlEs,INc. a NO CHANGES THIS SHEET. 04105/17 �i��'• F<oREtfOdP,. //�����` ®SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD 4 OGEE BEAD ALL RIGHTS RESERVED '" V �i S 107GTECHNOLOGY DR �g N.VENICE,FL342758 �'.r���NALIE��� (941)-4801600 �SGD-5570 NTS 180F21 MD-5570.0 ,@i? A A•IY68ER,PE. P.E.#.E.NNN ILL CERT OF ADDl.R282B� - l 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD CLIP INTO INTO FRAME JAMB JAMB TO HEAD T PANEL ATTACHMENT CLIP ANCHOR P &SUBSTRATE, TYPE AS USED ° HEADER ASSEMBLY USING 4 INSTALL ONE BLOCK AT ea IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK BLOCK . TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL 03(3)#10 X Y ° TABLE 1 ONE BLOCK THAT 1.5'SMS // SPANS BOTH PANELS. (3)#8 X 0 0 e, � B01"SMS d --- 23 FIXED PANEL CLIP \ FIXED INSTALL ONE CLIP AT THE �a 23 PANEL. MIDSPAN OF EACH FIXED (—SX(2)1/4" CLIP PANEL-TO-FRAME JAMB LOCATION. 2-1/4"SMS I x ill SMS 00 \ zt BAR COVER \\ '(4)#10 es zz REINF,BAR X 2"SMS er#e 14 1-1/4"SMS ? q o KEEPER ie r ti (4)THRU KEEPER @ MAX JAMB TO 30 O.C.,SEE SHEET 19 o p� SILL ASSEMBLY KEEPER TO JAMB ATTACHMENT ( LOCKING JAMB PRODUCT REVISED REINFORCEMENT PLATE ❑D m oemplying with the Florida Building odds ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK NOA-No. 17-0420.06 KEEPER to Ctt3'34-1l2"MAX O.C. OX)cX SHOWN Expiration Date 04/14/2021 o p By Mlam-0a ra uct Contro (4)#10 X 2"SMS INTERLOCK INTERIOR CLIP COVER \ INTERLOCK NOTES EXTERIOR za REINF.PLATE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS, t t 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. ```�tt y LY 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. `� �pN,,,,N BOTTOM RAIL #10 X � ry4 SUPPORT t1 2-112"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#B,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS.'' tCENyF';�1�� (2)#10 X 1-SMS _ j No.59705 THROUGH SUPPORT, az VINYL SLIDING GLASS DOOR NOA(LM) 10105N 5 = INTO PANEL PANEL =-0 E /,� " ea#10X ' ACCESSORIES INSTALLATION b J ROSOWSKI o f 4 ; ASSEMBLY I �Ci`. '31 INTERLOCK SILL RETAINER 1-1/2"SMs ,� , E F ALL PANEL CORNERS COPYRIGHT02otT Pm2musnvEs INCa� CORRECTED#95 a� 04/05/17 ' (�`s''•�toRlpP,.• CLIP ATTACHMENT ALL RtGl1T3 RESERVED WELDED,NO ASSEMBLY 1070 TECHNOLOGY ECH ,OLOG DR L8 "''S�ONALt0\�%' INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS mtg \\ (941)-480-1600 SGD-6570 NTS 19 OF 21 MD-5570.0 z A 0.1.YNN MIILER,P.E, CERT.OF A TH.421=6 RER 5a705 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: ❑ 120 (l, 121 133 108 102 119 103 IUS - 111 108 tt8 HORIZONTAL SECTION EXAMPLE 130 HORIZONTAL SECTION EXAMPLE ns 32 131 33 102 111 �p 108 �❑ o P `l��p�p`/ 6 pp r t ❑Q 122 [� 1 ROORO 1 OR OA 6t� t15 116 HORIZONTAL SECTION EXAMPLE too 112 J' 120 104 102 HORIZONTAL SECTION 1.081 117 1.081 _ EXAMPLE 1.202 q_A 1.778 1�78 .935 875 .875 1.020 --'-'—.050 -- -_—,050 .045 Fn t20 FRAMEN 1 S DEEEN t22RAIL. ASTRRAGAL EEN 0 1.rLfL 1.993 1.8j74 RAIL LATCH ADAPTER jL I�—.082 L 062 PRODUCT REVISED as BOX SCREEN BOX SCREEN Ru camps In with tho Florida 10u t01 BOTTOM RAIL S02 8OX SCREEN SIDE RAIL 725 1.435 I+— �o�o TOP RAIL RGA-Mo I NpA_No. 77-0420.06 127 .785 782 Expiration Date 0 4/1 412 0 21 °R —rl-.—.040 By 113 t14 1.020 �-- 1.593 tte .082 mtaml- a rodaot con ro —►11,373 r+— t2° 1�SCREEN VINYL t24 FRAME SILL ASTRAGAL SCREEN 101 2 ORf 4 101108 1.872 063 2 4 ° OAD ADAPTER OADD-ON o '"��JJ � I .055 1.833 O 124 p ►I 1 —.372 107 Q 062 O b 103 BOX 3ox SCREEN 104 SCREEN 1os BBOXXX SCREEN daC] INTERLOCK SNAP-ON ASTRAGAL BUG FLAP ADAPTER ER I `,111 AI" VERTEXAMPLETION VERTICAL SECTION NOTES: ``�.�`AQI,Y....... 4 i��� EXAMPLE .. ..... � 06 055 1:487 f-�- 1)ALL DIMENSIONS IN INCHES. �tCENSF V���:~ 1.487 T— VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15 -` No.58705 050 1.510 0 60 SCREEN DETAILS A J ROSOWSKI 70_ , s TA E CIF' 100 BOX SCREEN 107 BOX SCREEN 100 BOX SCREEN HEAD a .(� ASTRAGAL SILL ADD ON AND JAMB ADD-ON COPYRwuro2017 ParwDUSTRI INa NO CHANGES THIS SHEET. 04105/17 %CAS''. <ORIDA„• ADAPTER 1070TECHNOLOGYDR n� ,I'S/"NALI NG\` N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS 20 OF 21 $ MD-5570.0 A A.LYNN MILLER,P.E. CERT.OF AIfiH.820208 P.E.ff 68706 TABLE C: TABLE D:BOX SC KEEN # Part Description Material # Part#- Description Material # I Part#. Description Material 1 19001 2-Track HeadlJamb Rigid PVC 42 i9085 Sill Riser-(2-112") 8063-TB Alum. 100 12266 jBox Screen Top Rail 6063 T5 Al 2 19002 ZTraek Sin Rigid PVC 43 19022A SIII Riser•(3112") 6063-TO Alum. 101 12257 Box Screen Bottom Rail 6063 T6 AI 3 19026 3TreckHeadfJamb Rigid PVC 44 19023A SlltRiser-(4-1/16") fi063T8Alum. 102 12258 Box Screen SideRall 6083TSAI 4 19026 3-Track Sill Rigid PVC 46 19024A Sill Rlser•(4.6/8") W63-T6 Alum. 103 64428 Box Screen Interlock 6063 78 AI 5 19027 4-7rack HeadlJamb Rigid PVC 50 716609W .187"x,320"Finseal(Stile) 104 17347A Box Screen Snap-on Bug Flap 6063 TO AI 6 19028 4-Track Sill Pogitl PVC 61 71696K 1-1l2'x 1"x 314"Fin Seal Dust Plug 1f)6 t34345 Box Screen OXO Astragal Adapter 6083 TB Al 7 19009 Frame Screw Cover Rigid PVC 62 7160 Dust Plug 105 17349 Box Screen Astragal Adapter iim TS AI 8 19031 Anchor Plate 606376 Alum. 60 410041 Interlock Gip Cover PVC 107 19039 Box Screen Frame S01 Add-on 6063 T6 AI 9 19007 hack Insert 6063-76 Alum. 61 78163X Tandem Roller Assembly SS 108 19038 'Box Screen Head/Jamb Add-on 6063 T6 AI 10 19084 interlock Cap-Extended Pocket Rigid PVC 62 78163N Tendera Roller Assembly Nylon 109 72OXlX 014.20 x 1"MS @ Top Rali SS 11 19036 Bottom Rail Support 606346 Alum, 63 78WSFPTX #8 x 314"Ph.FH SMS @ Railer&Reinf, Sg 110 72OXi 12X #14-20 x 1-1/2'MS({1 Bottom Rail SS 12 19006A Outer SIII Coves' e063T6 Alum. 64 419042 Frame Header Black Nylon 111 71793G Watp,.270"x.160"-Fin Seal 13 19011 Sill Track Cover Rigid PVC 65 48052 Roller Ad).Hole Plug PVC 112 618DSK Watp,.187'x.600'@ Bug Flap 17 19032 P•Hock Adapter 606346 Alum. 66 44385 4 Hole Bumper Stop PVC 113 7SRAZ Standard Roller Nylon — IS 19020 P-Hook 6063-TO Alum. 67 76X114FPTX #6 x 1-114"Ph.FH SMS(Bumper Stop SS 114 7SRAX HD Roller SS 19 18047M Extended Keeper 6083TBAlum. 68 71696G Sin Plug PVC 116 varies Screen Locking HardNara Steel 20 19029M Keeper 60631-6 Alum 69 78185X Gemini Mortise Lock wilong Tdm plate Steal/SS 116 419053 Screen Keeper Steel 21 19014 Reinforcement Bar Cover Rigid PVC 70 71032X1FPFx 10.32x 1"Ph.FH MS @ Lock SF--, 117 7eX1PPA #8x 1"Ph.PH SMS Steel 22 1SO30 Reinforcement Bar 6005•T6 Alum. 71 varies Handle Kit Cost Zinc 118 1690314 Screen Spline-.150"&.165" Vinyl 28 iB037M Fixed Panel Cllp 8083•TBAIum. 72 19054 Interlock Retainer Clip Nylon 119 1B16C20 Screen Qoih Fiberglass 24 19035M Reinforcement Plate 6083T8 Alum. 76 Kommerling 4SG TPS Spacer System TABLE E:STANDARD SCREEN 25 19017M Top Rail,Bottom Rail and Lockstlle 8005-T6 Alum. 78 Quanex Super Spacer nXr with Hot Malt Butyl Sea Sheet 26 IW46 Reinorcement Composite 77 Ouanex Duraseal 10 for # Part#' Description Material 27 18018M Intarlxk.30D Reinforcement,Std. 8006-T6AIum Materials 120 12033 Screen Frame Rail 6063 T5 AI 78 Cardinal XL Edge Spacer At A 12028 Screen Frame-Stria Rail{Latch) 608 3T6 28 19013M Interlock.400 Reinforcement,HD ODDS-T5 Alum. 79 DOW Coming 995 or GE-7700 Beckbedding Silicone 1 121 21 1020 Screen O�Astragal Adapter 803 T5 Al 28 19019M Astragal Reinforcement 6006 T6 Alum (10 19090 7118"Square Bead Rigid PVC 12 g863K n V nyl Astragal Adapter Pogfd PVC 30 19083 Extended Packet Interlock Adaptor 6063-TB Alum. 81 7116"Beveled Bead Rigid PVC 123 190128 Scree ScreeFrame SIII Screen Add-on 8063'Is Al 91 19006 Interlock Adaptor R od PVC 82 19044 1.1118"Beveled Bead Rfgfd PVC 126 CFP95K 113ug Flap,85+/-5 duro. Vinyl 32 19008 Astragal Add-on Rigid PVC 83 19046 1-1/16"Ogee Bead Rigid PVC 126 78X112PSATS #8 x 1-1/2°Ph.PH SMS(Assembly) SS 33 19004 Panel Stile,Top/Bottom Rail Rigid PVC 84 19016 13/18"Ogae Bead Rigid PVC 127 712027 lComer Kay Wheel Assembly(Standard) Nylon 34 19040 Interior Jamb Cover 6063-T8 Akan. 85 71725K Setting Block 1/2"x 4"x 1116",86+/-6 duro, Neoprene 128 7120278S Comer Key Wheel Assembly(HO) SS• 35 19076 136'Comer Astragal 608346 Alum. 86 71726K Setting Block 1"x 4"x 11161,85+/-5 duro. Neoprene 129 Vedas Screen Locking Hardware Steel 38 19077 135'Comer Astragal Passive Mount 6083T8 Alum. 90 781 PSTX #e x 1"Ph,PH SMS @ Frame Assembly SS 130 710X34PPSD #10 x 3/4"Ph.PH SMS(a3 Screen Ast. 9S 37 19079 135*Comer Astragal Cap-Ext. Rigid PVC 91 78X114PHPT41OX #8 x 1-114"Ph.PH SMS @ Relnt Bar SS 131 7 0)G PPS SX #8 x 112"Ph.PH SMS @ Door eel. SS 38 19080 135°Comer Astragal Cap•Int, Rod PVC 92 71 DXlPHPTIB-BX #10 x V Ph.PH SMS @ Rail Support S$ 131 12PPS4 Screen Spline-.SM45" Vinyl 39 19078 90'Caner Astragal 6063-T8 Alum. 93 710Xii6PPX #10 x 1-1/2"Ph,PH SMS @ Fxd Pnf.Clip Ss 133 1816C20 Screen Cloth Fiberglass 40 19081 190'Caner Astragal Cap-Ext. Rlgld PVC 94 710X2,6PHPT18.8X #10 x 2.1/2'Ph.PH SMS @ Relnf.Plate/Ast. SS 41 19082 90'Caner Astragal Cap-Int. Rigid PVC 95 7142DX2,26FPFX 1#12 x 2-14'Ph.PH SMS Qa Hdr.Block SS 96 710X1.75PPX #10 x 1-3/4"Ph.FH SMS @ Ast.Mount SS PRODUCT REVISED 97 710X34PPX #10 x 3/4"Ph.PH SMS @ Ext,Pkt,fit. SS aEund s coing Conrlewith the Florida ``vvv ONY LY1VN rr��i� 9O 7 l0X2PPX #10 x Z'Ph,FH SMS @ Keeper SS NOA-No. 17-0420.08 Expiration Da1a0 411 4/2 0 2 1 'vM� T( NO.68705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 gy _1 _ 1. Miam-D a Product Con rot —-0 m PARTS LIST e* J ROSOWSKI '7D0 01 , COPYRIGHT a 2017 PGT INDUSTREs,INC. a NO CHANGES THIS SHEET. 04/06/17 i�ls 'F�AoRIDA,.•''gl� NOTES: ALL RIGHTS RESERVED �i�S/Q ' tGv"' 1 ITEMS#14-10,46.49,53-59,73,74&87-89&99 ARE NOT USED AND ARE i D70 TECHNOLOGY DR �� irfr 1NAL 1%W N.VENICE,FL 342T5 NOT PART OF THIS APPROVAL. (941}480-1600 a SGD•5570 NTS 21 OF 21 MD-5570.0 AAA A.LYNN MILLER,P.E. CURT DP AUTH.02021 P.E,Ar59705