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Home My WebLink AboutProduct Approvals I MIAMhDADE MIAMI-DADS COUNTY ME 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) w�nv.miamidade.eov/economy I 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 RERI- Product Control Stiction 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 AHI(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 i 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 Hurricane Zone. DESCRIPTION: Seri "SH-5500"PVC Single Hung Window—L.M.I. APPROVAL DOCU - - indow 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 I Control Section. , MISSILE IMPACT RATIN :Large and Small Missile Impact Resistant LABELING: Each unit shall.bear a permanent a e wim Me mann ac urers name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. t RE,NEWAL of tlris 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 NCIA 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. I, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or;.ts distributors and shall be available for inspection at the job site at the request of the Building Oficial. I This NOA revises NOA#16-0714.03 and consists of this page,l 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(•DADE COUNTX Expiration Date: July 30,2020 J rip Approval Date: November 30,20117 f 12D11 f Page 1 • I' 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. NM-SH5500-01 titled "Single 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. B. TESTS 1. Test reports on:.l)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,Duxaseal® spacer system, Super Spacere NXTTnz spacer system and KL, EdgeT`1 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 NDA 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 51h Edition (2014),dated 05/15/15 and 08/29/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. (Submitted utider NOA No. 15- 9.05 Manuel lrerezP.E. Product Contro x finer NOA No. 17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 i i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE I 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(CONTINUED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol g Uliraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. k ;, 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for thein . "SentryGlas®(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 Acedptance 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. 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! 611 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 8/19/14, 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 Ishac Chanda, P.E. (Submitted under previous NOA No. 16-0714.03) i 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 ex icing on 07/50/20. I Man Pere ,P.E. Product Cosi rol E miner NOA No. -0630:05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE EXAMPLE FOR 28-118"MAX.O.C. 21-5/8" ANCHORAGE EXAMPLE DESIGN SURE RATING IMPACT RATING RADIUS-TOP 54'MAX.BUCK WIDTH MAX.O.G. FOR ARCH OF 12"MAX.FROM )ER(�]T VARIES PER 1 LARGE'&SMALL MISSILE HEADER(Sirk _HEAl M Sff-R C FRAME SEAM 11\ / :SMALL 'M: FOR ALL F 1 30" 12"MAX. FOR ALL LEVEL.SEES]:SHEETS IMPACT B.SEE WINDOW TYPES) IMPACT RESISTANT WINDOW TYPES) MAX.D.C. SHEET 3 1 1 — 4 12-111'MAX. A,SEE;BE MAX.D.C. SWIDTH FIXED VISIBLEFRAME SEAM 1-114' 10"MAX FROM BUCK B, 30 SEE S 3 12'MAX. SHEET 12*MAX. HEFTE lljrSCF' ..... 8&9 R :T (LIGHT WIDTH __T A SEE r'-' 12"MAX. SEE1___30'MAX.O.C.�..f. I SHiET3t i_J 12'MAX SEE I FIXED SHEET I EQUALLY + VISIBLE A.SEE 12"MAX� EQUALLY I 17-718"MAX.Cl,c. SPACED LIGHT 17-7/8'MAX,O.C. SHEET3T SPACED 11 . ANCHORSPER HEIGHTIf!1I- ANCHORSPER H TABLES 9-11 EQUALLA�L III II 17-718'MAX,O.C. TABLES 9-11 91.78' SPACED 11 MAX. ANCHORS PER)I 0 CK 0 0 01 1 84' BUI TABLES 9-11 62" MAX. BUCK ----L I L__ HEIGHT MAX. HEIGHT 10-MAX.O.C. BUCK I "-t— BUCK HEIII HT x 10'MAX.D.C. x 10'MAX O.C, AS SHOWN HEI HT (91.78- -1.7-------- MAX,) H EQUALLY 13-:�14'MAX.D.C. EQUALLY 113-3/4 13-314 MAX,O.C. SPACED -V!SIBL I SPACED "MAX.O.C. EQUALLY SPACED I L ANCHORS PER T ANCHORS PERS LIGHT ANCHORS PER SEE TABLES 9-11 SHE'ETS TABLES 9-11� f A HEIGHT TABLES 9-11 f -I I A fffA 8&9 64r MAX L_ If 2 . - -11-MAX. .6 B —AT'-- _._,_jNO ANCHORS AT SILL JNOAN64dii SILL \ SErSILLWEEP- B SASH VISIBLE SEESILLWEEP- B j NO AND SEESILLWEFP- 1-1/4" 54'MAX,BUCK WIDTH NOTCH DETAILS, BIBLE __�_-54"MAX.BUCK WIDTH NOTCH DETAILS. SEE SILL WEEP. SHEET3 LIGHT WIDTH SHEET3 NOTCH DETAILS, SHEET3 SHEST4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION— SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR 0 COTTAGE CONFIGURATION UPTO ANCHORED THROU��H THE—NAIL-FIN CUSTOM — GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 75*HEIG7HT SEE TABLES 4-11 (SIMILAR ANCHOR 21MENSIONS 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................. ....... 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 3U IN THE HVHZ,THE OUTBOARD LITE(CAP)MUSTTEMPERED. ELEVATIONS..................... ................................ 1 .... 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE, FRAME,GLASS&ANCHOR OPTIONS.......... 2 & 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,FLANGE INSTALLATION,INTEGRAL EQUAL LEGIBOX FIN&J-CHANNEL 3 4 DEPICTED AS 2X ARE 1-V2•THICK OR GREATER.IX 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). 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS DESIGN PRESSURES ......................... 6-7 SHOULD BE SEALED.OVERALL SEALINGITLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANTITIES................................. 840 6)1/4•MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES .........._ 11 7)DESIGN PRESSURES: LASSEMBLY 9 PARTS LIST.... ................. 12-13 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 9 CYCLE TESTING AND GLASS PER ASTM El 300. CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. :2017 FLORIDA BUILDING CODE(FBC),6TH EDITION r2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE,THE 33 2-1/3%STRESS INCREASE HAS NOT BEEN -ASTM E1300-09 USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER -ANSItAF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)METAL SUBSTRATE TO MEET MIN,STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHOR -ALUMINUM DESIGN MANUAL,ADM-2015 PROT DUCT REVISED AUTHORITY HAVING JURISDICTION. -AISI S100-12 �c-plying wWN tht F"a 10)REFERENCES!TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELOO CRETEFLEX NOA,,ELCO AGGRE-GATOR NOA4 ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER -RISC 360-10 C.& , UAL N SHADES OF CAP COATED PVC EXTRUSION NON$:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIfAF&PA NDS&ALUMINUM MSIGN M4 UAL 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ReWsl o4Y LYNN E USER INSTRUCTIONS: ....... UPDATED -JR- TO FBC 2017. 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN_PRESSURE REQUIREMENT FROM ASCE 7. 06/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3ACCORDING T4 THE INSTALLATION CONDITIONS, * : NO.58705 :SIGN 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS Dr PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW Dmdpllm Drown By. ,It 1070 TECHNOLOGY DRIVE OPENING OBTAINED IN STEP 1. GENERAL NOTES&ELEVATION J ROS' OWSKI 4)U BSTRATE WILL MEET RECUIREMENTS FOR • N.VENICE,FL DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORISU �STE mi,e.,'�' I YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. Tluc " �5,*�-_40RIDO'.."' (941�480-160D Dt.. 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. 0 *'- 0 — ;S�z ' COPMGH10231Y SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTEMESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, 01VAL IF,\ PGT PIDUSTRES.INC, S-rwlmod�k Scale: Shmf.* TEGRAL FIN OR EQUAL LEGISOX)., ALL PIGHM P�SEAVED amwin No. Rev. CERT.OF RUTH.#29 SH-5500 NTS 1 OF 13 MD-SH15500-0 -B TABLE 1:ALLOWABLE GLASS TYPES - Grass Description(Listed from Exterior to Interior) Design Pressure Frame Glass Frame Frame Table# Sheet# Types Options Configs, Shapes Installation Options that may be used (see Fig B) (see Table 1) (see Fig A) (see Fig C) 5 718"Laminated I.G,:i/6'A Exterior Cap+7/16'Air Space+5116-Laminated;(2)Liles of 118'A Glass with.090"PVB Intertur 4,5 6 7�.2) 7/8'Laminated I.G.:t/8'T Exterior Cap+7116"Air Space+5116'Laminated;(2)Utes of 118"A Glasswith.090"PVB Intedayer 4,6 6 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 7 718'Laminated I.G,:3/16"A Exterior Cap+3/S"Air Space+5/16"Laminated;(2)Utes o"1/B"A Glass with.090"PVB inteda er Equal-Ute, Square/Rect., ,,..into Conerete/CMU-sheet 3,optien 2 Y 4,6 6 5-16 Oriel/Pro1iew Arch-Top& Thtoogh the frame8 718"Laminated LG,:3ti6"7Extericr Cap+3fg^ply Space+5116'laminated;(2)Ut¢s of t/8"A Glass with.U90"PVB tntedayer 4,6 6 of the window.'.. __-tnrou h 1X Buckstri into Concrete/CMU-sheet 3, tion 3 &Cottage Radius-Top' 9 A� qI" 9 718"Laminated LG.:118"A Exterior Cap+7/16'Air Space+6116"Laminated;(2)Was of 116"H Glass with.090"SG Interlayer 7 7 ....into Metal-sheet 3,option 4 10 7/8'Laminated I.G.:116'T Exterior Cap+7118'Air Space+5116°Laminated;(2)Liles of 1/8'H Glass with.090"SG Intadayer 7 7 .,..into 2X Wood FramatBuckstrip-sheet 3,option 1 11 718'Laminated I.G.:3/16'A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Liles of 1/8"H Glass Wth.090"SG Inteda er 7 7 Box/ Equal-Lite, Squire/Rect., Y Equal-Leg 516 OrieltProtiew Arch-Top& Through the name ....into ConcretelCMU-sheet 3,option 2 12 7/8'Laminated LG,:3116"T Exterior Cap+3/8'Air Space+5116'Laminated:(2)Utes of 1/8"H Glass with.090'SG Interlayer 7 7 (#4) &Cottage Radius Top of the window...... hrough 1X Buakstdp into ConereteJCMU-sheet 3,option 3 13 718'Laminated LG,:118"A Exterior Cap+5116'Air Space+7/16"Laminated;(2)Lines of 3/16"A'Gtass with.090"SG inted3yer 8 7 ...,into Metal-sheet 3,option 4 14 7/8"Laminated I.G.:1/8"T Exterior Cap+6116"Air Space+7/16"Laminated;(2)Liles of 3/16"A Glass with.090"SG Interlayer 8 7 Through the ....Into 2X Wood Frame/Buckstdp-sheet 4,option 5 15 7/9'Laminated I.G,:3116'A Extedor Cap+114"Air Space+7/16'Laminated;(2)Liles of 3116'A Glass with.090"SG Interlayer 7 7 J-Channel Equal-t-ite, Squara Rect,integral An...... ....into Metal-sheet 4,option 7 18 718'Laminated I.G.:3116'T Exterior Cap+114"Air Space+7116"Laminated;(2)Utes`of 3116"A Glass with.090°SG Intadayer 7 7 (#1) 5-8 OriellPrWew Arch-Top& &Cottage Radius-Top Through the frame ,...into 2X Wood Frama/Buckstrip-sheet 4•option 6 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ' LASS TYPES 5 7 9 of a window. 4,option 8 --..- _ o Min.Edge Min. 15 MAY NOT BE USE Equal-Lite, SquareJRect.,Through G 11,13 & USED u h the strip-sh 4,option 5 to Metal� Group - Anchur - -' - Subs7itL - - M TlsF H_VHZ ABOVE 30'. - Integral Fin 5 8 integral fin...... _ .... ....Ino 2X Wood!� !Bu k ...-int came c eat ' - Distance Embedment' 4 - - Giielli!Mo 4ew Arch-Top& .. into Metal.'sheet 4,option 7 . (#3) - Throu h the frame ,•-fnto 2X Wood Frame/Buckstdoption &Cottage Radius-Top 9 R-sheet 4, 6 #10 BMS P.T.Southam Pine(SG=0.55) 7/16" 1.3/8'Steel,A36' of the window....,. ,-.-into Metal-sheet 4,option 8 318" 0.050" MIN.OF 3 (steel,18-8 .) Steel Stud,A853 Gr,331 3/8° OA459" 18 Ga. THREADS Or 410 S.S.) ( ) BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES A Aluminum,(3063-TS' 3/8" 0.050' METAL - 'P=TEMPERED 'A'=ANNEALED P.T.SouthernPine(SG=0,55) 7/16' 1.316° SUBSTRATE. .` q , / 'H"=HEAT STRENGTHENED \ L„J 3116"steel UlUacon Concrete(min.2.85 ksi) 1" 1-3/8" "UNGROUTED 'PVB"=.090^TROSIFOLGPVB Ungrouted CMU,(ASTM G90) 2-112' 1-114° CMV'VALUES Southern KURARAY AMERICA,INC- #12 SMS P,T.SouthePine(SG--0.55) 9116" 1-3/8" MAY BE USED _- _.1790"SENTRYGilS® 18-8 B.S. CMU INTERLAYER BY KURARAY Steal,A36' 316° 0.050" FOR GROUTED i/ 7IIf J-0 -SG'HANNEL WTEGRAL FiN (steel, /// AMERICA INC. or 410 S.S.) steel Stud,A653 Gr.33' 3/8' 0,0451"(18 Ga) APPLICATIONS. B Aluminum,6063-T5* 3/8" 0,063" EQUAL-LITE ORIEL COTTAGE 114"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-3/8° 1/4"steel Creteflex P.T.Southern Pine(SG=0.55) 1" 1-3/8" FIGURE C:FRAME SHAPES 114*steel Aggre-Gator P.T.Southern Pine(SG=0,55) 1" 1.318" -•«-{BUCK WIDTH BUCK WIDTH BUCK WIDTHEG 114'steel Uttmoon Concrete(min.2.85 ksi) 1" 1-3/4" ----• .----- -----, C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114' T i _ _ 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 1-314° s _ T t" //,l Material Min.TF Min.Fa 1/4"_steel Ultmcon Concrete(min,2.85 ksi) 2-1/2" w 7r Steel Screw 92 ksi 120 ksi . 114"Stant Creteflex Concrete(min.3.35 ksi) 1 2-112" 1-314" 18.8 Screw 60 list 95 ksi Y x w = O Ungrouted CMU,(ASTM C-90) 2-1/2° 1-114" 410 Screw 90 list 110 ksi Concrete min,3.275 ksi 1.1/2° 1-3/8" m fl m /j� °' /f� = EkaAggre-Gato�1 436MISSksi 96 Just 1/4"steel Aggre-Gator Grouted CMU,{ASTM 0-90) 2' 2" Elco UltraOon® ksi RECTANGULAR RADIUS-TOP ARCH-TOP 410 SS Elco CreteFiex® 7 ksi WINDOW SHAPES As ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED 6D63TS Aluminum ksi TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BY INSCRIBING THE SHAPE IN.A BLOCK AND OBTAINING DESIGN PRESSURES A36 Steel ksi PRODUCT REVISED Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6.10. ksi es cau+plying whh 6c Flaredx Group Anchor Substrate Bui7:ti?ry Oad¢ Distance Embedment' II Accenlw,mNa�7'IDlo3L)_,C E 2-t/7 x.131"Common Nail P.T.Southern Pine(SG=,55) 318" 2-7/16 t' y lY�� 1�i Ravta as C 'nllata 2.1/2"Ring-shank Roo6rg Nail P,T,Southern Pine(SG=.55) 3/8" 2-7/16" `��t�CytCENgF ANCHORS RE-GROUPED. By P.T.Southern Pine(SG=.55) 1/2" 1.318" Mf¢n L'Sade PrWact OCrEtrO #10 Trusshead SMS P: 1' = -J R 06/06/17 Aluminum,6063-TS" 378" 0.050' No.58705 ' Is (steel,18-8 S.S. _*: *_ Z3;, or410 S.S.) 'Steel Stud,Gr.33• 3/81. 0.0451"(18 Ga.) : - t7escripvan. preen By F Steel,A36* 378" 0.050' ''7_ = 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI 'MIN,OF 3 % - •• b '"x-�•• T #12 SMS P.T.Southern Pine(SG=.55)' 9116° 1-3/8" THREADS �C?�'�'tU� N.VENICE,FL 34275 Aluminum,608375' 318" 0.063" BEYOND THE �` ` 40RIOP.•' \_� (9ai}46p 16W rti°' pofe (steel,tB�ss• METAL % S 0 1 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 or 410 5,8.) Steel Stud,Gr.33' 318" 0• " SUBSTRATE. �fjl&.�dIVAL er" rorlNararRleao'�ax, Steel,A36' 3/8" 0,050" '/;,/j7,0 fI 1111 ,ryla sRESERVED Sedee/tAadel: Scale: Sheet: prowing No, Rer. A LYNE4587 R,P.E. SH-5500 NTS 2O 13 MD-SH5500-01 B ---- -- - -- -- - - - - P.E.#iLUR CERT.IG AUTH,#29298 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X OPTION 1DIRECTLY INTO CONCRETE/CMV. SUCKSTRIP INTO CONCREMCMU. THROUGH EDGE DISTANCE SEE NOTE 2,THIS SHEET. ANCHOREDEMBEDMENT MBEDMENT FRAME INTO 2XWOOD FRAME OR BUCKSTRIP. 114"MAX SHIM 1,4"MAX SHIM SEE NOTE 2,THIS SHEET. EMBEDMENT SASH VISIBLE FLANGE FRAMELIGHT WIDTH EDGE SHOWN ------ J—i EDGE DISTANCE DISTANCE i 441 BALANCE 1/4"MAX TYPE VARIES TYP.ANCHOR TYP.ANCHOR TYPE,' 42 WITH SAS I H SHIM EMBEDMENTAND TYPE, TYP.ANCHOR TYPE. WEIGHT (2 EDGE 54 @0��— EMBEDMENT EMBEDMENT AND EDGE AND EDGE DISTANCE PER DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, SEE TABLE 2,SHEET 2, EDGE SUBSTRATE, 18 SEE TABLE 2,SHEET 2. DISTANCE SEE TABLE 2, L EXTERIOR I J� 87 SHEET 2. 19.) L FIXED VISIBLE 4 FIXED OPT.SASH TOP- I \�*"' : : ' _i, I�OY LIGHT WIDTH- FLANGE EQUAL LIGHT LEGIBOX VISIBLE LIFT RAIL FOR ALL WINDOWS FRAME FRAME HEIGHT NOTES: BUCK WIDTH 1 ANCHOR @'3.55' SHOWN 49, 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION A-A —�_21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, 102 OVER 36"WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY SCREWS @16-W INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. _4� 45 46 47 BE USED ON ANY SIDE OF THE FROM END. FOR WINDOWS WITH WINDOW. 114'MAX' BUCK50 16 OM LOCKS: 2)MASONRY ANCHORS MAY BE SHIM #10 OR#12 STEEL 114 MAX. HEIGHT ADD ADDITIONAL SCREWS @ B-3/8' USED INTO WOOD AS PER TABLE 2. SELF-DRILLING SHIM 5 SHEET 2.ALL WOOD SUCKS LESS SMS(G5),SEE �81_w. THAN 1-1/2"THICK ARE TO BE �D- FROM END. TABLE2 I SASH CONSIDERED IX INSTALLATIONS,1X SHEET 2� EXTERIOR t VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT 15 INSTALLED DIRECTLY TO HEIGHT I SUBSTRATE.WOOD BUCKS 86 16, DEPICTED AS 2X ARE 1-112*THICK USE EITHER OR GREATER.IX AND 2X BUCKS LATCH OR (WHEN USED)SHALL BE DESIGNED BOTTOM LOCK, (2)1" 81 30 64� TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL TESTE)UNIT THE STRUCTURE.WOOD PUCK INTERIOR LE WEEP E FRAME NOTCHES AT 80 R�Mll-ON:6 518" DESIGN AND INSTALLATION IS THE SHOWN .FRAME EACH END,, 1, SASH EN 1 0. RESPONSIBILITY OF THE ENGINEER SHOWN OR ARCHITECT OF RECORD. EXTERIOR 83i VISIBLE LIGHT WIDTH OR HEIGHT c8 66 (ALSO REFERRED TO AS DAYLIGHT GHT INSTALLATION INSTALLATION PRODUCT REVISED 7 OPENING)15 MEASURED FROM 4 OPTION 4 ,�6mpiyhtg�itb die sor4a ANC THROUGH ANCHORED EQUAL-LEGISOX 1/4"MAX SHIM BEADING TO BEADING. BOdi g dc FRAME SHOWN Ei FRAME INTO METAL FRAME INTO METAL A.. [==_r_lm at at 0 ANCHORS Nlim DadeProduct27"X I NO By WEEPHOLE WICOVER @ REQUIRED IN VISIBLE LIGHT FORMULAS No.58 s 2.8r FROM FLANGE OR 5 EACH END- EQUAL-LEG WIDTH FRAME SILLS @SASH:BUCK WIDTH-6-112° Demiption; @ FIXED LITE:BUCK WIDTH-4-318" 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES Dm; J OSOWSKI OF HEIGHT(EQUAL-LITE) ORI VERTICAL SECTION B-B BUCK HEiGHTr2-3-15116- A N.VENICE,FL 34275 ..... (941)-480-1600 rlue. Date: fA SINGLE HUNG WINDOW INSTALLATION LM 105/15/15 ill POT MUSMES,INC. swdmodal. Scale: _f. ALL RIORTS RESERVED om-f-9 No. A.LYNN MILLE PE.#587 P.E. CERT,OF AUTH.#29296 SH 5500 NTS Sll� F 13 MD-SH5500-01 B' i - I INSTALLATION DETAILS FOR INTEGRAL FIN&J-_CHAN_NEL FRAMES • • INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR EDGE DISTANCE ANCHORED THROUGH INTEGRAL I-+- EMBEDMENT - + NOTE 2,THIS SHEET, BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR — — -f I BUCK-STRIP,SEE NOTE 2,THIS ""/ �"EDGE DISTANCE � � +� � 174.MAX SHIM 114'MAX SHIM • ' SHEET. ��•`___�-�_..--------,. TYP.ANCHOR TYPE, (11 SASH VISIBLE t7 �❑ `i 1 I j EMBEDMENT AND EDGE 1 J FRAME£L __ a �"'—' �, -�., /^�18 LIGHT WIDTH f DISTANCE PER SUBSTRATE. SHOWN SEE TABLE 2,SHEET 2 . o (SCREW SHOWN) ` .! 44 BALANCE TYPE VARIES f.. -_ I EMBEDMENT it4`MAX SITYM f 42 WITH SASH — 11 . EDGE j� TYP.ANCHORTYPE, DISTANCE WEIGHT �54� 30 l /� EMBEDMENT AND ED GE t(((rffflll O �n DISTANCE PER SUBSTRATE,SEE TABLE 3,SHEET 2. 4-7 18 (NAIL SHOWN) EXTERIOR TYP.ANCHOR TYPE, I EMBEDMENT AND EDGE • o FIXED VISIBLE INTF NRAL DISTANCE PER SUBSTRATE, i e u .. ,. l,w LIGHTW .. � .. »i 87 VISIBLE 11 OPT.SASH TOP... -. ...- '.,7-CHANNEL t.. IDTH - ,. F."ME- k SEE TABLE 3„SHEET.2.,: - _- J LIFT RAIL FRAME SHOWN (NAIL'SHOWN) - LIGHT �.1 � HEIGHT I I FOR ALL WINDOWS: NOTES: SH48 OWN f f 1 ANCHOR @ 3.55” ---- BUCK WIDTH, �— I -49 J FROM END AND AT 1)USE ONLY pp 21 (CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C O1! 222 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 U OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MUtLION,FBC COMPLIANT ALUMiNUNU5TEEL FRAMING OR STEEL STUD, l 0 1 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 1/4^SH M MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 2&3,SHEET 2. i 45 46 47) SCREWS 016.318` INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE BUCK o FOR WINDOWS WITH WINDOW. _� BOTTOM LOCKS: HEIGHT 50 O Ci 16 TE ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE 1/4"�— OR NEG 7 L SHMAX. @ SEF•DRIL U SCREWS 8,NB' USED INTO WOOD AS PER TABLE 2, / SMS DRI SEE 85 FROM ENO. SHEET 2.ALL WOOD BUCKS LESS } \\\ THAN 1.1/2'THICK ARE TO BE ❑ TABLES 2&3, SASH \ SHEET 2, \\ CONSIDERED 1X INSTALLATIONS. D EXTERIORLIGHT VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT - -- --_ _' -- USE EITHER -- - LATCH(SHOWN) --- SUBSTRATE.WOOD BUCKS (S)6 , 16 DEPICTED-AS 2X ARE 1-112'THICK---- - ___ OPTOR BOTTOM LOCK(SHEET 3)." OR GREATER.IX AND 2X BUCKS I- -- 2 1 65 TESTED UNIT (WHEN USED)SHALL BE DESIGNED �--- � () "` .81 < 30 I 63 TO PROPERLY TRANSFER LOADS FIN AND/OR INTERIOR 31 LOCATION:65SV urr FLANGE REMOVED •--TO THE STRUCTURE.WOOD BUCK IN-FIELD NOTCHES AT . . FROM SASH ENO. ;-;DESIGN AND INSTALLATION IS THE, ISRESPONSIBILITY OF THE ENGINEER INTEGl2J4t.FTN EACH END. NOANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME I 7 D SILLS IF ANCHORING -3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODUC,RBVISm- 114^MAX OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL camplYinB with the Fuxidn, INTEGRAL FIN SHIM BEADING TO BEADING. Buildis ' FRAME SHOWN � —E \ti i l 11.11 f t)�, INTEGRAL FIN INTO METAL (INTEGRAL FiN7FLANGE REMOVED) Amptanw No 1 rI /per,pry ' . D .�"'•---�-��,.— ♦� ,fes�i� Revkton: Gr irationOwe.27'X1.25'WEEPHOLE - -7- ♦ `A4..-'-""• 38 W/COVER 2.87^ — `♦` SF By�1 .•' 1„ICEN Auatni ade Product FROM EACH END. -' VISIBLE LIGHT FORMULAS :yk No.56705 TYP':ANCHOR.TYPE, ""� �••-l`---� 1 .EMBEOMENTAND EDGE EDGE DISTANCE =TH DISTANCE PER SUBSTRATE, y - @$ASH:BUCK WIDTH-6-1l2" �z/" t :• D..Cdptton: Drown SEE TABLE 3,SHEET 2. 8y: --w'^I EMBEDMENT @FIXEDLITE:BUCKWIDTH-4-318' s p S7ATE0 1.0 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) �T F <[ N.VENICE,FL 34275 HEIGHTtEQUAL-LITE} -.40RIDAPTION 5 ..•'• Z♦ 7'tk: Oeste: ANCHORED THROINSTALLATIOUGHOiNTEGRAL FIN VERTICAL SECTION D-D BUCK HEIGHTIZ-3.15116' �'� Sip A( EN�'�♦`♦ (9i1�i8°'169° SINGLE HUNG WINDOW INSTALLATION-LM COPYRI 05/15/15 t/o m l i ttli PGTm USTRIES.INC. INTO 2X WOOD FRAME OR BUCK- N1 RIGHTS RESERVED SWeo/Modah Seale: Sheet: (rowing No. Per. -- '------STRIP.SEE.NOTE2,THISSHEEb__ __,•A_-v-_-`__- ., - A.LYNN MILLER RE SH-55500 NTS 4OF13 MD-SH5500-01 B -' ---- - P.E.#58705 CERT,OF AUTH.#29296 7/8"NOM. 7/8"NOM. —+ --� 7/8"NOM. (+— 7/8"NOM. 7/6"NOM. 16"A/A PVB-- --` 5116"AIA PVB-- - 5116"AIA PVB 5/16"AIA PVB 5/16"HIH SG- !16"AIR SPACE 7116"AIRSPACE 318"AIRSPACE ' - , 3/8"AIR SPACE t 7/16"AIRSPACE ' 1/8"/A�GLASS--11 178"T GLASS— •� \ 3/16"A GLASS—\ 3/16"1 GLASS 118"A GLASS a EXTERIOR ''�]EXTERIgR a EXTERIOR a EXTERIOR EXTERIOR 75-79 * 7&79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 — 71 09,3. - 7t8"NOM. 7/8"NOM. — 7/8"NOM. 718"NOV. (--+— 5116"H/H SG 5/16"H/H SG 5/16"H1H SG 7/16"A!A SG 7116"A/A SG 7116"AIR SPACE— \ 3/8"AIR SPACE 3/8"AIR SPACE 5116"AIR SPACE— \ 5116"AIR SPACE 118"TGLASS-- \ 3116"A GLASS 3/16"T GLASS 1/8"A GLASS \ 1/8"T GLASS a EXTERIOR y <D EXTERIOR \0 �EXTERIOR Is ,I EXTERIOR �EXTERIOR /// 76-79 76-79 /\<I' 75-79 \/ 76-79 76.79 If �\ / GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/8"NOM. --�) 7/8" OM ti• 7116"A/A SG— 7116"A/A SG 112"NOM.GLASSGLASS TYPES 9 THROUGH 114"AIR SPACE 1/4"AIR SPACE 76-79 BITE TYP. 16 MAY NOT BE USED 3/16"A GLASS 3116"_T GLASS i WITH J-CHANNEL OR 72 - 74 •INTEGRAL FINFRAMES <; EXTERIOR , EXTERIOR. i, GLASS TYPES 5.7,9,1 i,13 T6-79 tr6;7g .t 31 &15 MAY NOT BE USED IN �.EXTERIOR 75, + THE HVHZ ABOVE 30', +� i'itOF}UC:T s2BV tSr'1"i GLASS TYPE 15 GLASS TYPE 16 'OtIthe r A,RI2in n0,N Nn� 38 11 ;tcceprncede r7`W3v. j ,.`aQNY LYNA, /,� Revision: piraria l Dote [FIT • _�*.:• No.58705 =_ '`•' GLAZ1Nfl NOTES: _ �* "A"=ANNEALED 77 *— TYP.GLAZING DETAIL "H"=HEAT STRENGTHENED —� '" - DescripUan: Drown By: 'T'=TEMPERED �� .2z (�' cr+ 1070 TECHNOLOGY DRIVE GLAZING DETAILS J F20SOWSKI "PVB"=.090"TROSIFOL®PVB BY KURARAY AMERICA,INC. a STATE OF �^+' N.VENICE,FL 34275 -SW=.000"SENTRYGLAABYKURARAY AMERICA,INC. �s '•_,.R0A.•'•�'�� (941)180.1600 Title: Date: cor>rArr+xroxm7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. 7tT t t 1111\tits eoTrtot>smes'Inc. SarPasJAtsCat: Scale: Snaa6 A.LYNN MILLER,P.E. ALL RWHT8 treseaveo SH-5500 NTS 5 OF 13 'MD9-Sag CERT.OF AUTH.#29296 TABLE 5: _ III .TABLE 4:. _ - - ma®rills -Bottmsash .-_.. _ .. TABLE6: Glass Type. Design Pressure,01sR17 5 0-riptim for plan saehwl9hl Design Piessliie,lhalR2 elan type. Design Pressure,Ibs182 6,6,7 8 8 ROIs Lowl RaiDs®555rN s• Renva(int wlMry Bucy NSaN bn 6,7 6 5 +/-50.0 Ft2 st1OM11 up.481 52325 +65.01.70.0 Reint.Lewl 23.5 EpualaiteE14.517.15.5 4 +65.0 1-700 -ffie .0 -70.0 Reim lnwl Rt For all v4ndm 6 sash sties Standard Cdtapa15.8, e1�50PT+ .0 -70.0R2 For an 1&4-and sash shies 28 Eq.Wite 14 515 +1104650 .70.0SEE TABLE 9.SHEET 8FOR - smoaad lero,i 1.1.582 -05.0 65.0 -70.° SEE TABLE 10,SHEET9 FORANCHOR GROUP AND QUA,N'i ITY. Tdase s.zpe 4610 esa x040ANCHOR GROUP AND QUANTITY. Standard Cmlage2].518 -05.0 05.0 -70.D 37.375 Egzlallo, 20.957 +eio 65.0 -70.0 Smtlard Prm4e 17512 .65.076.0' -70.0 Shwle1 14.511 +659 e •76.0 TdYst 27.58]-]1.911 +810 -70.0 -85.0 -70.0 Cwmm St. 20,517-27= •010 Jel)1-650 •70.0 • , �� • SlmMard Cdt pe 23517.28.511 -810 -70.0 +65.0 .70.0 IJ HEADER 44 Evwuao .7.617-23.510 -eS0 -70.0 -6540 -70.0 HEADER Slanderd Prmla4: 17.617-20.616 -65.0 -70.0 +85.0 -70.0 23 Qctom 5.k. 14.517-IT.5111 I+85.0 -70.0 •05.0 1-70.0 23 I� Swosl 11.377.11512 -010 •700 +550 •700 �� e o Tallest 31.5&7-35.811 +6S.0 -70.0 -650 -70.0 _ Staro.,dw,.Da, 28517.31582 +OSD -70e +65.0 •70.0 - .. _. MEETING RAIL .: 46 - O .MEETING RAIL .EglaHto 205,1-28.516 +°5.0 o0w-..65.0 •700 Q_ Sivde/a Pmrlew�'17.617=20.518 +OSD -70.0 '+85.0-�'-700 o O Q a.mm See 14.517-17318 +850 •70.0 -85.0 •70.0 28 o c,amm spa 1zs1T-1as1e 4650 -700 46546 -140 27 ° FIRERIOR a 511crlett 11.377-12.518 +650 -70.0 -65.0 -70.0 E% K)R P TaOesl 33208-]7538 -810PID .05.0 •70.0 C Sterman Cd[epe 26.517.11ID7 Mi0I -70.0 0 23 O O Eqt Wito 21517-M.516 -e5.0 •10.0 23 O JAMB 0.2020 Sea 2x517-..518 +65.0 -7040 JAMB �'�5 smtNaN Prmiew 17.517-20.516 +8540 6040 FJ(TERICR SASH Ceslom Sho 14.517-17511 -05.0 .70.0 E)TERgR SASH C7 I• HEIGHT c tom So. 12511.14518 -SE0 .70.0 a HEIGHT Shadeel 11.3x7-12518 .05.0 .70.0 Tdleat 38517-41944 -05.0 •70.0Sterdard Cd.p 31.517-36516 .85.0 -70.0 -70.0 II 23 Eq 141W 28511-31910 +65.0 -70e +85.0 .709 Y3 IIII 5.W,d PmAme 23517.26.510 +25.0 •70.0 +55.0 1•71).0 SILL D w slam Site 20617-23.610 +65.0 -700 .66.0 •70.0 SILL O 1� I(n1I�III Damm site 17.517.20.5le +05.0 -me +05.0 -70.0 _Cwtem Site 14.517.17.516 +85.0 -70.0 +85.0 66.1 LL��III Ctom Sue 13.077-14.516 +85.0 -70.0 +65.0 67.3 Shutest--- 11.BB4.13.O1e -010 -70.0. +85.0 6&5 T191t. 39.517-41.&4 +610 -10.0 +65.0 -700 G1amm Site 38.511.39.515 .65.D -70.0 +65.0 -70.0 EgeHim 35.517.36.511 +65.0 •71).0 -510 -10.0 75 Qatem sine 32.517.35.516 .65.0 -700 -55.0 •70.0 SECTION DETAIL FOR WINDOWS WITH i'' SedardPmAvv 20.517-V 616 +65.0 -Tp.6 415.6 ao.g SECTION DETAIL FOR WINDOWS.WITH.. LEVEL R1 REINFORCEMENT&GLASS TYPES 5,113,7&8 QblemSs. 26.517-20518 +65.0 •700 .+6s.0 61.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 sl,e,t�t .4516-za.sle -55.0 -mo +eto ass REINFORCEMENTS SHOWN IN FIGURES ABOVE (REINFORCEMENTS SHOWN IN FIGURES ABOVE _ Egiol-lim 38.517-.1.1144 +65.0 aao 46-40 40.0 ( ' APPLY TO ALL FRAME TYPES& APPLY TO ALL FRAME TYPES& ea paler-Sine 35.517-31.516 .65.0 •70.0 +ss.o 47.3 CONFIGURATIONS) CONFIGURATIONS) e'RIODUC T REVISED &204420.Pmdaw 31.018-35.516 +630 -10D +85.0 685 35 a,;nptyillo with 1116 F'loeids 91.78 Tdkal ^-41.544 .e5.0 -me -05.0 60.5 SEE TABLE 10,SHEET 9 FOR ANL; OUP AND QUANTITY. Ae(Xpcg. Pjj +ccYplr414x Date I .`✓/L ' "MIN.SASH HEIGHT=WINDt11l3UGt• IMT•50.136 E ut' ,�c i Revbion: �\•.••VICENSF •,�(� Miami ada ProducLCa * No.58705 NOTES: --10Descript7on: Dt17rr1 sr- 1-4- r- I} .W 1070 TECHNOLOGY DIME DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. S TE O (V N VENICE.FL 34275 (t�s'•,'40RIDP,.''G\�\ (941}180-1600 Tills: �•: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. � /QNAL�x�"N SINGLE HUNG WINDOW INSTALLATION-LM 05/15%15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 711111111110 51 COPYry011fe2m7 Serbs/Afodd: Smie: SSeet Drying No, Rex. ON THE TABLE. A,LYNN MILLER,P.E. . - Au Ieaa<RVForac. SH-5500 NTS 6 OF 13 MD-SH5500-01 B ----- - -- - -- - - P.E.0 56705 CE RT.OF AUTH.028296 - TABLE 7:.. - TABLE& alaw Typo Btnr Sash Deni nPles9um,11D97Q2 Glom Tvotr Bdtom Salh - ; 9-02.Isals Deseaaliml(argMen Sash WIN 6 938 t4 gmaglim fp{Ohm Sz:h{f010 De9{on Pr'W6um 16577 - - - RCInI.Lowl Rallo@WndOw Rwo]0.) Wrgpv BUGk Wd15 W 0.CIn1.Law1 Ran.e®Wiw- Rance 150 Wind-Bkek lvldh all 3 Wlghl S{ww. up, 48 52.125 54 I Hdomsh- 18 24 32 36 1 40 1 48 52725 54 - 23.5 Eq.aM4 11304 470.0•110.0 *700•1150 170.a•110.0 +m.o•710.0 23.5 ewd-to 11.394 -70.0•110.0 -na-HQ,O •7d.0-iiD.Q +7(1.0-ttC.O x70.0•7400 x705-710.0 -70.0-110.0 •78.0.-110.0 SVa "COgape 14.517.15.870 *70.0 -110.0 +700-110.0 +70.0-110.0 +70D•110.0 5landard CON91 14.517.15.870 •700-110.D -70.0-110.0 +70.0-110.0 •40.0•110.0 -70.0 •110.0 -70.01-110.0 +70.0-110.0 •70.0-110.0 20. Eguab6ta 11,583.14.516 '-70.0-IlDa.x70.0 11DA +70,0-1120 +XD.110.0 '28 EV944e I1.563.14516 •70.0-110.0 -m,0-ttao -140-11x0 -70.0-Ila -70.0-ri0.0 •70.0-110.0 +TDA:-110.0 +70.01-140.0 6WMard Pta4ow 11.317-11.582 +70.0 i110A +70.0 •110.0 -700.IiaG -70.0 -110.0 Starkla0PmAow 11.377-11.582 -700.-1100 .70.0 -710.0 •70,0 -110.0 -700 -110.0 •70.0 •110,0 -70.0-110.0 -70.0 -110.0 •70.0 -110.0 - � - F41=1 21 746.M 170.0-110.0 +70.0•110.0 *70.0•116.0 +700•1100 ToRest 21517.25286 -70a-110.0 -70.0-119.0-70.01-110.0 •700.-7140 +70.0-110.0 -m.0-110.0 -70.0-t:a.0. •70.0'-130.0 HEADER sWmwa�na std Na.o-170.0 +o.o 0.1 0 -aa . »Xo. St,d 90. 20.05e-20. 7 0. 7. 110.0 110.0 sanaar GOOaOo 20.95@•23.518 -70.0-710.0 •70,0-110.0 •70.0.-110.0. Nan-110.0 110.0 -110.0 •70.0-110.0 1100-110.0 ND.D -nD.a 37.375 EgaatLta 17117-20.87 +70.0-1100 e700.110.0 MCI-110.0 *X0-109,0 37.376 no 44, 17.517.20557 +700-110.0 +70.0-1100 •]D.0-110.0 .70,0 4100 •70.0 410.0 •76.0-116,0 +70,0•110.0 -m0. •403.0 25 S.na W_p 14.517-17.516 +70.0 410.0 +70.0 •110.0 +70.0-110.0 +71 •110.0 sl6Mardpfmm 14.517.17516 •700-110,0 •70.0-110.0 0.]0.0•11 D.0 -70.0-110.0 NOA-110.0 •70.0-110.0 •70.0•110.0 •70.0 -170.0 $twRost SL3R-14516 *70.0•719.0 .70.Q•3150 +XD.ta79 *700•103.0 $hnwm 11.377.74318 •70.0-110.0 •70.0-111.0 •70.0-110.0 -n0.-110.0 •70+0•110.0 -70.0•110.0 •70.0•167.8 -700-103a 7 Tallest 27.583-31.811 +700-110.0 .70.0 98.0 +70.0 •83.0 +ma •00.0 T0.1 27.583-31.911 -no•110A •70.0 •110.0 •70.0-110.0 •70.0-11CA -7D.0-110,0 •70.0 99.0 •70.0 93.0 -m.0 9D.0 �I Glnto+n S{ZO 28.517-27-582 +70.0•110.0 .70.0-710.0 +744.1150 *70.0•1140 Casiom Size• 29.517.2]592 •10.0-1100 •m.q 110.0 •70.0-71an .70.8 410.0 -700 -1180 •70.0-110.8 •70.0 410.0 •70.0-113.0 f MEETING RAIL -700,.110.0 +7D.0 110.0 -70.0 110.8 -71D 410.0 Standard Cala 23.517• $tardanl COpBBe 23.517.29578 - - qe 26.516 -70.0-110,0 +70.0-110,0 HD.O-710.8 •m.D-110.0 •70.a -170.0 •70.0-116.0 am.0-170.0 118,0-110.0 Ina nod N EaWUle 20,517.23510 x70.0 110.0 N0.D`170.0 +70.0 -110.0 44 EWa46e 20.517.23515 +70.0-110.0 •70.0-110,0 •70.6-110.0 -70.0-110.0 •70.0 -110.0 -70.0 410.0 +70.0-110.0 -7aa-170.0 SWMmd PmApv 17.317-20.510 170.4 710.0 +X0..1700 tXO-410.0 SmaOatd Piwiew 7].517.20.516 -70.0-119.0 .70,0,1110.01 rYO,D-7900 4700-1140 +TAG-176.0 •70.01- 27 0 HOA -70.0-170,0 76.0 4tAP COslom SIN, 14517.17.518 170.0 .110.0 +70.0 •110.0 •70.0•118.0 -70.0 A16.0 cuw..9Me 14.517.17519 •70.0 -110.0 •70.0 41a0••70.0•1100 -70.0-110.0 •70.0 -110.0 •70.01-110.0 •70.0-11ai •70.0-110.0 EMRICR S{ of 11.377.14.510 •700.110.0 +70.0•1100+mo-107.0 1X0•103.0 soonest 11.377•1.. +70.0-1100 -70.01-110,01+70,0-110.0 -70.0-170.0 +70.0-HPD •700-110.0 •70.0-107.0 -70.01-703,0 OI T411.1 51.553.35.011 +70A Mob +70.0 -09.0 -70.0 •83.0 +XD •90.0 Ta1Ws1 31.%3-35.811 1100•1700 •78.0-11OX -70.0-1100 •700-770.0 -70.0 -110.0 +70.0 99.0 -70.0 93.0 •70.0 90.0 SWnamdC fta23 20517-371,92 +780..1100 -70.0 470,0 -700,-1100 +70,0-115.8 St2tWa COO.;. 29.517;31.582 -m.D-Ina-700.-110.0 -XO•110.0 •70.0-1100. -70.0-110.0 +700.-110.0 +m,D-1100 .700-110.0 �. ,. 6gua1.1119,. 2{1.51T•ffi5.18 TO.q•110.0 ,70,0•110.0 -70.0 .110.0 x70.5.710.0 _ _Egu%Jnu" 20517.28516 •70.0-710,0 •70.8-110.0 •70:0-110.0'•70.0-110X +70.0-710.0 •Ta.D-110.0 -70..0.110.0 •70.0,•110.0 JAMB25 48 St N dP ,tevt 17,511.20.516 M..710.0 +70.0-1100 +700.410.0+X0-110.4 48 �swonidPtpisw 17517.2.0576 -70.0-150.0 +700-110.0 -700-110.0 10.0-1100 +70.0•110.0 •70:5-1100 -70.0-1100 -70.0•170.0 - - EkTERIOR, SASH CesWm SMe 14517.17.515 x70.0•110.0 +70.0'10.0 470.0-11x0 +70.0-1140 0051070 Sk. 74517.17.516 -70.0 410.0 •70.0-1100 •70.0•110.0 •700. -110.0 -70.0 -110.0 •70.0-110.0 +70.0-110.0 -70.0 -110.0 a HEIGHT 001070 Sino 1x517.lista -m-0.7140"'*70.0 .010.0,70.0•ita0 +7aa.7700 C05om 5{ze 12517.34516 +70.0-110.0 •700 450.0 •70.0-110.4 +70.0-110.9 +70.0-1100 •m.o-110.0 +701-110.0 -70.0-170-0 SECTSON DETAIL FOR E srw- 11.37]-12516 »70.0 410.0 -70.0 110.0 +70.0•1111 +70.0 -110.0 sh..t 11377.12.516 -70.0-110.0 1704-110.0 •m.0-110.0 •7oA-110.0 Noll-HOA +70.0-110.0 470.0-HOA •70.0 -110.0 p Ttllct 33208.$7.538 .mo-110.0 x70.0 940 +rOA 4.010 +rao .90.0 = Ta6R1 33.206.37.536 •70.0-110.0 •70.0-1100 -70.0-110.0 70.0-1100 +70.0•110a •70A 910 +zo.a 93.6 •70.0 90.0 WINDOWS WITH p 3Y' Sm-Wrtam{Wya 20.517.33267 +70.0•110.0 +70.0 •110.0 470.0•410.0 470.0 .1700 SIAWudC00aat 29.517.33.207 •70.11-710.0 •700-1100 0.00 410.0 -70.0 410.0 -7oA-110.0-70.0•ltaa -70.0-1110 .70A Oma LEVEL R3 REINFORCEMENT 25 I! Equa o 23.517.26.819 -70.0•110.0 *70.0.170.0 +70.0 -110.0 .70.0 410.0 fl Equal4010 23.517-26.516 •70.0-1100 +70.0-118.0 -70.0•110.0 110.0•110.0 +70.0 -110. lao-1710 •70.0 -110.0 110.0-110.0 48075 C..Size 20.5t7.235tH 470.0-1100 +70.0•11x0 +700•110A +70.0•910.4 Gualomsw 20.517-23 578 +70.0-14P.0 Na.a 410.0.+70.6-119.0 -70.6-1100 •700-110.0 •700.-t7D.0 -70.0-110.0 -70.0-ttaa GLASS TYPES 9-7$ 48.625 ^ SWMW P,W4w 17.577.20.518 .70.0-1/00. +70.0-110.0 .70.0.110.0 +70.0-110.0 � Staddar0 P7Mew 17.517.20.51@ -70.0-110.0 •70.0 -110.0+70.0•110.0 •70.0-110.0 •70,0-110.0 •70.0-110.0 •70.tl -110.tl •10.0-110.0 $ILL IIJ1 I (REINFORCEMENTS SHOWN Cu9ip.5¢a /6.517.77.515 +70.0•116.0 .70.0-1100 •70.0 AIa6 +m0.•1100 ; CUatam$Ma 14517-17578 110.0-176.0 x70.0-110.0 N6.D-110,0 +70.0-770.5 »700-710.0 •70.0-710.0 Nd.O-110.0 +Ta.O-540.0 Q.I FIGURES ABOVE APPLY C.wm s¢e 12.517.14.516 •70.0-110.0 +70.0-110.0 470.0 4110.0 +ToO-llo0 Qtlallsue 1x517.14516 •70.0-110.0 .700-1100 .7aa-Hao •70.0-110.0 •700 -110.0 •70.0 AIDA -70.0 -11D.0 $0.o-110.0 IN IGURES ABOVEALL APDLCONFIGURATIONS) kM Nl 11.37.12.518 -70.0•110.0 -70.0-110.0 -70,0-1la0 +700•1 MCI ShNfolt 11.377.12,515 -70.0-11x0*70,0-1lao•70.0-790.0 -70.0-110,0 •70.0-1/00. +700-tlo0 •TOA-1/nn -700-114.0 - 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SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. u{nldiDg Cade ••MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 ,,,; &J •{•{� Reviwan: .. 8 :lff/'•/U • �.�`�ANY LYNN ''�;,,. �;"rano.Dwp d` ' a •'•y10ENS4e '��/ 'v#ami 5451 Product co No.56705 l� NOTES:. J ,n TIC C De HpWn: Prawn By: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. •-7S (•,Z, �= 1070.TECHNOLOGY DRNE DESIGN PRESSURE TABLES - JR(JSOWSK[ :. f/: llI" N.VENICE,FL 34276 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE, ,.T ,t on O „ Ti6e7 SFS '•°R`•pA' Ca�`�� 111 SiNGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ''�,S'0A1A rGN��\ 02417 ON THE TABLE. , - - ttP.E. - A LY�1J[rIILLER�PALL WOF7IH RPE8EHV® Ser7g*jYodeh. Scok: Srmet: No• Rar. 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Z 1 1 2 2 4 2 1 t Z a 4 1 x 4 2 3 1 1 3 SM:test 11.861.13016 a 2 1 1 4 Z 2 a 2 2 4 2 2 4 2 3 4 2 3 4 2 3 4 2 1 i 2 1 4 2 2 4 2 2 4 T 3 4 2 3 5 2 4 4 T 1 4 2 2 4 2 2 4 2 ] 4 2 T 4 Z 2 2 ] Ttliezl ]S.SIT•41.684 3 4 1 3 4 2 3 4 1 3 4 3 3 8 3 J 5 3 3 5 3 ] 4 1 3 4 2 3 d 2 9 5 2 3 B 3 3 8 ! 3 B 3 J 6 1 J ! 2 3 4 Z J 4 2 3 4 2 J t 3 3 4 2 ilutan 644 35.317-39.516 3 t f 3 4 2 3 4 2 3 4 2 3 5 3 3 5 3 3 r 5 3 3 t t 3 4 2 3 4 2 3 5 3 3 5 3 3 S 3 3 5 3 3 4 1 3 4 2 3 2 3 4 2 3 4 2 3 4 3 3 7-3 EgDa34t4 35.517.38516 3 3 1 3 3 2 J a 2 J d 2 3 5 3 3 5 3 3 5 3 3 3 1 J 4 2 ] 1 2 3 5 3 1 5 1 t 5 ] d 9 9 3 3 1 ] 3 2 3 J 2 J 3 2 3 d 2 3 d 3 3 4 3 75 Qntan SiSe 3251)-35516 3 g f 3 3 2 3 3 2 3 4 2 a 4 3 4 4 3 .3 4 3 3 J / 3 3 2 1 4 2 4 4 J 4 S 3 5 4 5 { 3 3 t 3 3 2 3 3 2 3 3 1 3 { 3 3 d 3 J 4 3 filmmvq PrrMOq 28.61)•32518 3 3 1 3 -3 2 3 ] 2 4 3 2 4� 4 3 4 4 3 4 1 ! 3 ] 1 3 3' Z 4• 4 2 4 4 3 4 5 3 4 5 4 4 3 3 3 1 3 3, 2 3 J 2 3 ] 2 3 3 3 3 ] J 3 3 i Iwfte - 23517.29.516 4 3 1 4 ,3 2 4 -3 '2, 4 3 2 4 3 3 4 '.4 J' 4. 4 3 4 3 1 4 '7 4 3 2 4 3 1 1 4 5' 4 1 5: 4 4 4 3 f- 1 J 2 9�.3 2 1 ; Y / ]. Z, 4 3 7 .1 3. 3 6hmtesl 25316.28513 4 3 1 4 3 2 4 J 2 f J 14 } 3 4" J ] 4 J J 4 ] i / 3 2 4 3 2 4 3 2 .i 3 3 3 4 ] 5 4 4 4 J 1 1 3 2 4 3 ? i l 2 4 3 Z i 3 3 3 3 3 - - Eque40te 35.517.41.8. ] 4 t 3 4 2 3 1 1 1 4 2 4 5 3 1 S ] ! S 5 ] 4 1 ] 4!2 1 { 2 / 5 3 4 B 3 4 5 ] 4 5 1 3 1 3 a 2 J t 2 J 4 2 3 1 3 3 4 3 3 4 3 & Oman 9tda 3353T•3fl518 4 3 t 4 3 Z 1 3 2 4 4 2 4 4 3 4 5 3 4 4 J { a t a 4;? t 4 2 t 4 2 4 5 3 3 5 a 4 5 4 4 3 1 4 3 2 4 3 2 ,3 ? 4 3 2 / t y 4 4 SIaMaS P- 3].315.35.518 { 3 1 4 J 2 4 J 2 4 3 -L..L 4 3 4 4 3 4 4 3 4 J 1 t J Z < 3 1 4 4 2 t 4 3 f 4 3 5 5 4 4 ] 4 3 2 d 3 Z t 3 2 4 ] 2 4 J I 1 3 J 91.76 711 41.84 4 4 1 4 d 2 4 1 2 4 4 2 S 4 3 4 5 3 4 3 1 4 4 1 6 4 3 2 4 4 2 6 4 1 4 U 3 4 6 J S 3 t 4 l 1 t 4 2 { a 2 f 4 2 4 { 2 4 4 2 4 4 ] nrtOD'JC'T REVISED SEE TABLES 7&8,SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE. v colnplyinp wilt:lI3 Flwidx MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 9u91dieg CDdc 11111 I l t i t p l ;.ra�r.>1co Not !e R.(g ` C1 M �. Repielan: Erptralron S}sfa ?A� � '�.• �10ENS�C'•.�� J • .'��:- h4i6uii Sdc PtticiuM Catirpt;" No.58705 -' NOTES �e �..; Description: Drawn Dy: � ��c, 1070 TECHNOLOGYDRYE ANCHOR QUANTITY TABLE J ROSOWSKI Q�•. STS)T, 1)FRAME DIMENSIONS ARE BUCK.-MFr=MEETING RAIL. F �(/`^ N.VENICE,FL 34275 C�`�1 LORtOP,.•' �` {901}4601600 T37te: Dote: 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. �777ONAt YG��h` 1`APYPoDH702W7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 jt t t fill 1 1113\ ALL MGM SeriasjAiodeh Smote: Sheet: tkva'htg No. Rev: T 16)(13TRIM No. 3)REFER 70 TABLES 2,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A.LYNN MILLER,P.E. SH-5500 NTS 10 OF 13 MD-SH5500-01 B -- - --` - - - - - .P.E.4 58705 CERT.OF AUTH.#29296. 3.500° - 3.500` 3.500" 3.500" --"' .062" --►1�- .062' --IL,-- .062" -�I�-- .062. a 1.483' �a 1.483" f I __1� 1.483" � 1.483" .070" ..74, .060' 1.184" �- Cr -11 t❑�L J��r�❑ IL �,00l(�J�1 LJ OCA 715" 070 (� ��r-is-��R ato°� - .625• J . J-CHANNEL FRAME •625° D T. FIAMI .150- 0 HEAD/JAMB �✓HEAD/JAMB E 1.375'[;�FAD/JAMB HEADlJAMB FRAME 23 LIGHTSASH 25 HD SASH 1.375" REINFORCEMENT ��REINFORCEMENT 1070" -- 1.182" f 3.483- --..� 3.483" -�{ 3.483" - � �-.-_ 3.483" � 1 � .070' -��-�'- .062" . '�-�-:062' -62" _ F-A . 4.041"1 L UUU ----{{{{JJJ---"'--- 130' 2.444` ��{ 1.331" r- �{ 1.340" I- 2.444" - 2.444" D 2.444 D N 2.444" STANDARD a�D �� I �� 26 MEETING RAIL 27 REINFORCEMENTHD MEETING �a ❑ ��C E-Mj r��--r1O REINFORCEMENT .625" 625' (�J-CHANNEL • FLANGE 1,375' 7 FIN FRAME �l EQUAL LEG D 1.375" `J FRAME SILL TSD OO FRAME SILL SILL 0/FRAME SILL 1.972" � 1.641' +� 1.215" 2.100' 1.472 1.565" +- 1.630" 1.376" I 2.176" .065" - o- o .065" 1.375" .974" I 111 �+� ILJy_ I1 '✓�"/�. .590° (, .471" I�1f�T1'� .347" 06 .035" 1 .06 .070 .050' -J .070" J l� .050" 1 - -... 1.231- �-' "� 1.000 +- .:. LIFT L LIFT RAIL BEVELED BEVELED SASH 14'FIXED MEETING RAIL 16 SASH RAIL 1�BALANCEO18 SCREW COO LER 19 INTERLOCK 20•INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER PRODUCT REV ISED u como3yirg aith ile Florida. . 5L . = \��l�•�tt011 I.I1.C-1E.1.N1.(g1F//'•��i I B�M1_•rcyFrhtia•dnraiirtgn�.Cn.m oi1Feb eua �(. aQa05 IVI AI i, Reiion: Da 'F .316" 300° 86" .175" � ,754' .750" No,58705 ,•� *� *- .035` -�{�-- .025' Description: Drawn By: 72 LAM)Ir. EXTRUDE ROLLED 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI 'O'n ATE F r' '�(/ N.VENICE,FL 34275 0 BEADING a0 SCREEN FRAME 81 SCREEN FRAME i�(ts-•.;°(ORIOP°•' �C�� (941WO-1600 II"le° Dot.: COPrw3lrrezon SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 /111111II0 PQftADBTiaEB,INC. Series/M.QeI: Scafa Sheat• Orowfng No. R- A.LYNN MILLER,P.E. �"�1a SH-5500 NTS 11 OF 13 MD-SH5500-01 B P.E.k.58705 CERT.OF AUT..1129296 -� SILICONE HOT-MELT BUTYL STRUCTURAL_ -" .... TABLE 12: TABLE 12,CONT.: - .. .. .. . Bill of Material,cont SILICONE BIII of Material STRUCTURAL FOAM 3/16"NOM. 1/4"NOM. # Part# Description Material # Part# Description Material POLYISOBUTYLENE WITH 1 620101 Single Hung Frame Head&Jambs- LChannel PVC 46T720197 JAUto Lock Mechanism. C Steel WITH DESICCANT DESICCANT / • 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 ISweep Lock Cast Zinc EXT.GLASS EXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X118OPTX#6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS / 5 620105 SH/DH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6620106 SH/DH Frame Sill-Flange PVC 50 ?76X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS ( �/ `INT.GLASS -INT.GLASS 7 620107 SH/DH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC 8 620108 ISHIDH Frame Sill-Equal Lgg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC KODISPACE SUPER 14 620131 Fixed Meeting Rail PVC -53 7634PHFL #6 x 314"Ph.FH SDS(Comer Key Screw) SS 76 4SG TPS SPACER©NXT"A 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 1711t Latch PVC 17 620134 Balance Coker PVC 55 420184 ITilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1°Tilt Latch Spring SS ALUMINUM 19 620156 Pull Rail Interlock 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO- DESICCANT FILL AREA 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc BUTYLENE— , 21 6201L7 Beveled Interiock - 6005 T5 At. 59, 420180- Pivot Bar Comer Key - - .PVCC"NDM.7 ,SEAL- 5/16"NOM. . 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS BUTYL&. SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Zinc DESICCANT- ROLL-FORM ST ED 25 620152 HD Sash Reinforcement 6063 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEE 26 620153 Standard Meeting Rail Reinforcement 6005 T5 AI 65 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rail Reinforcement 6005 TS Al 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 ?78588 #8 x 5/8°Ph.FH SMS(Strike Plate Screw) SS 31 6(]300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lanni I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS --INT.GLASS 331 61825 IWeatherstrip Plug,.220"Finseal 75 71WN Selling Block(7/8"x 1"x 1/8"),85+/-5 duro. EPDM DURASEALU7s XL EDGE"' 35 7BXIMTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7e 36 78X3THPX #B x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Corner Key with Pull Ring X 2 PVC 40 720X0)00( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance` 86 1 61816048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl — -- - - 44 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS K. Description Material ::oau�r Rf jjh itD eomrry with it-:Lreda k?uiiGing C.dcde 76 Kommerling 4SG TPS Spacer SystemI I 17-0630,og See this f:- 7retu�n Dste 2020 77 Quanex Super Spacer nXi with Hot Melt ButylSheet for �p1Y LYNN '�,�' R`" °O` /Val 78 Quanex Duraseal Spacer Materials �ICENSF �((� nDir: 79 Cardinal XL Edge Spacer .REFERENCE TEST REPORTS:FTL-8717,8968&6970 , _*; No-58705 = , �"_ ® vrvm @y: f`�� Denertption: r R =�'!`_ .l1070 TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) J OSOWSKI STATE OF N.VENICE,FL 34275 ��s •'�ORIDP•.• \��\ (941)-481I-16M SINGLE HUNG WINDOW INSTALLATION—LM 05/15/15 NOTES: '�'7SZONAL ENG�\` �PeMomf7 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. l I l l l t P.E. ALL WGMRESEWMAiritm'RVEp• Serfen/A H-F. Scab: Sheet: amwing No. Rev: 2)ITEMS#.9-13.15,24.28,29,34,39,61,62,68-711&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL., _ A.LYNN MILLER,P.E. SH-550O NTS 12 OF 13 M D-SH5500-01 B _. .- -,-_--.. .._=-'- „"- _ _ -, - .. P.E.H 58705 CERT.OF AUTH.#29298 _ OPT.SWEEP LOCK (46�` pp ,�qg OPT.AUTO LOCK X47) OR 52 ro IT PULL RAIL --(22) •�°\�`l 86 COVER 56 F✓ \ o: Q ��;� (87 L: BEV ELED 1� t IlMITERED FRAME WITH 21 INTERLOCK ' ---INTERIOR AND EXTERIOR u \O 8 COVER FRAME WELDS '72 X4 - 16 U ( 102 X4 \ 53 - - 1 80 OR 801 �✓ 14 1pePN��-------.-' SCREEN AP- 74g 60,-� � OPT.PULL HANDLE ASSEMBLY �t GH�� 0 64? WITH LATCH DETAILS 41 Qom*+ 40 CONSTANT FORCE O j l \ �/ 16 � R 83 ` BALANCE 6 OR \\ ;' OFT.PULL OR43 40 5)SPIRAL-BALANCE \\�l HANDLE.--� J 42 4631` s 10 i MITERED FRAME WITH ��\\Y SASH \ INTERIOR AND EXTERIOR ASSEMBLY ' FRAME WELDS IO 6s d 3s` DETAILS EXTERIOR 53 . Ell - --- A _ :, CT RE'.V!SE ,= -- TTACHES Tp f3gLAN rc r.. ar., CE 53 :�.err iii'tt�P3 3u'i Crrr CoCe �f F -•.. �. 0N11I I I I I ------------------------ ------- ------------- ----------- E�,pci(a/siceoi oDNao6a_ERA. U , 1 0ZRAME RaWsiaN ASSEMBLY ; a4 : dPduct Coirsa7l DETAILS *; No.58705 O - Drvwn B. � / t Description: Y 1070 TECHNOLOGY DRIVE SII EXPLODED ASSEMBLY J ROSOW EXTERIOR` -7 � N.VENICE FL 34276 NOTES: ,n o TE OF (v` Title; Oate: ' '•,�ORIDA,.-•• _, cgal)a6o-lsoo SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1)SOME PARTSlOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. G� 2)J-CHANNEL FRAME SHOWN,PARTS 4 1 8 5.OTHER FRAME TYPES APPLY. /'�SiS�ONIIAL``S �`�\\ YGTiNDUSTR M I�iNC. Senes�ldeeel: Scale: Sheat• Drowinq No. Rev: 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 8 7. A.LYNN IMILLER1 P.E. SLI-RIOHIS RESERVED 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P,E.#55705 CERT.OF AUTH.#29296 S H-5500 NTS 13 OF 13 M D-SH5500-01 B i I I M IAM I•DADE NIIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 I 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 atter 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 prodgct.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 DESCRIPTION: Serie "HR-5510"PVC Horizontal Rolling Window—L.M.I APPROVAL DOC rawmg o. - i e arizon a oiler-LM",sheets 1 through 18 of 18,dated 05/15/15,with revision B dated 03/27/17,prepared by manufacturer,signed and scaled_by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County.Product Control Revision stamp with the Notice of Acceptance number =Resistant ontrol Section., MISSILE IMPACT RATIN Large and Small MissileLABELING: Each unit shall,b e 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 autornatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The IvOA 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. TNL SPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or ;its distributers and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.17 and consists of this page'1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. ENOA No.17-0411.48 -dI z_ MIAMI•DADE COUNTY Expiration Date: September 24,2020 3 y� t'1 Approval Date: August 31,2027 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.10) 2. Drawing No. MD-HR5510-01 titled"Horizontal Roller- LM", sheets 1 through 18 of 18, dated 05115/15, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 6 B. TESTS 1. Test reports or.: 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 ahuninunn sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer@ NXTTM spacer system and XL EdgeTlm spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.17) 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 series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal slidixig windows, prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted tinder NOA No.15-0903.10) Jorge M.Plasencia,P.E. Pr uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTMED) 4. 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 series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No.15-09 03.10) • I C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5tb Edition (2014);dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted urger NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). i I E. M-ATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, CIear, 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 "SentryGlasCR (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. .. i i -' Jorge M.Plasencia,P.E. Prpt uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,267 E-2 � i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition(2014) and FBC- 61h Edition (2017), dated 08/02/17,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 03/31/17,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-071.4.17) 4. Proposal issued'by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon, P.E. Supervisor,Product Control Section. (Submitted under NOA No.15-0903.10) E. OTHERS 1. Notice of Acceptance No. 16-0714.17,issued to PGT Industries, Inc. for their Series "HR-5510" PVC Horizontal Rolling Window-L.M.I., approved on 09/01/17 and expiring on 09/24/20. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 Approval Date: August 3l,2017 E-3 25ANC40RS,SEE DESIGN PRESSURE RATING IMPACTRATING CLUSTER DETAILS SHEET 5—�. �— 12-3/4"WAX.O.C. VARIES PER REINFORCEMENTLARGE&SMALL MISSILE I-�- v 9,SEE 8"MAX. 1-1/4° LEVEL SEE SHEETS 6-9 IMPACT RESISTANT�-•'—'-, SHEET 3 SHEETS 2 5 ANCHORS,SEE MAX. 9-16 SH _ D,SEE - O CLUSTER —- ,_-_.- t ---_-- SHEET 4 DETAILS SHEET 5 15.90. "MAX O.C. I A,SEE '-.---'-'-' -- — _ MAX.O.C. _ B,SEE SHEET 3+ �^ 10"MAX. I fI f SHF.ET4 T _ 8"MAX. --�I I+ �__.-- SHEET3 .' A' Iy C SEE^ I II —t- 9 I _ 1 E,SFE r.. ..... ( I C � SHEET 3t i EQUALLY I /, /'r I MAX.O.C. MAX. I 72 SPACED 2 BUICK MAX. EQUALLYANCHORSPHEIGHT SUCK I ._1 , 6C3KTABLE5172HEIGHT SPACED v APER' Bl SEE TABLES 23-27 " -_ '.. HEIGHT SHEETS .- I O x 1X O X MAX.O.C. -8" _ 8'MAX MAX T SCE SILL S. _ .. I _SEE SEE S`LL` E V✓EEPHOLE� L�H WEEPHOLE� 1Imo—C 3'MAX. --�00O'111 LC3"MAX. WEEPHO I 4 O C.BETWEEN 3"MAXSHEET' N '�1 I'^ SEE SILL EN —►SHEET4 DETAILS. WEEPHOLESE 75"MAX.BUCK WIDTH —•-� E 75"MAX.BUCK WIDTH ---� D SHEET 3 140'MAX.BUCK WIDTH ELEVATION FOR TYP.EQUAL LEGFRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAI L-FIN CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE(FSC)•6TH EDIT ON 20 4 GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER •AST FLORIDA sull olNc CODE(FEC),STH EDITION •ASTM E1300A9 j 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITEN TE(CAP)MUST TEMPERED. •ALUMUM DESIGN MANUAL,ADM-2015 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM CSO •AISI S10042 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. •AISC 360-10 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER,1X AND 2X BJCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GENERAL NOTES.........................1 I 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TOACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS......._........................1 j SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL DE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, FRAME,GLASS 8 ANCHOR 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH-TO RI O THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ___ _ __ __ OPTIONS................_...........2 7)DESIGN PRESSURES: INSTALLATION,FLANGE&- ---- --- -- --— ----- -- A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. EQUAL LEGBOX.................3 ` B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. &J-CHANNEL......................4 THE DESIGN OF THISETHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN GLAZING DETAILS........................5 BIT ANCHORAGE M PRODUCT:THE 4.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHCRS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR,MATERIALS .. SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ANCHO PRESSURES...................6-8 •- - •• ' 9-16 9)METAL SUBSTRATE TO MEET MIN,STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES.................17 10)REFERENCES:TEST REPORTS FTL-8072,8073&8074;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER EXTRUSION PROFILES..BOM....17 3 assEMeLv............................_.......1a PRODUCT REVISED SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS 8 ALUMINUM DESIGN MANUAL as complying with the Florida 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIALgullding Code a USER INSTRUCTIONS: NOA-No. 17-0411.08 111 f I t t Expiration Date 09/24/2020 1 DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. ! Revised 8Y Dotes Revision: j 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION OX,XO,XOX,SIZE,GLAZING OPTION FROM ABLE 1 AND ��\ pN...... �� UPDATED TO FSC 4017.ADDED / i! ( ) ) �+ Ali JR 03/27/17 NOTE TO ANCHOR QTY.TMS. By / REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING .•''�ICENSF �� wnami-D. a Product Contro TABLES 6-16(SHEETS 6-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING Q '• •(t1 Rovised By. Dote: Revision: I OBTAINED IN STEP 1,USE INDEX TABLE SON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. _*:: •'• ._ f No.58705 _ 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET ACCORDING TO THE INSTALLATION I CONDITIONS. _ :„ *_ Drawn By. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9.16),VERIFY THE ANCHOWSUBSTRATE WILL MEET Cil 0 DesCrip6on: ' REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2OR3,A14DTHAT ALL MIN.REQUIREMENTS FROM THIS SHEET 3 3 �� GENERAL NOTES&ELEVATION J ROSOWSKI SET ARE MEL - _ %�i(1 F (V�� 1070 TECHNOLOGY DRIVE rBe: Dote: S USE TTABLE 4 ON SHEET 2 TO FINDLTHE APPROPRIATE DETAILS TION OR SHEET 4 FOR INTEGRAL FINIJ-CHANNEL INSTALLATION. %�C�ss/,[ORIDP•, G�C�� 1�600 HORIZONTAL ROLLER-LM 05/15/15 'AAA� AL 1`E 1\' COPMGHT02017 ROT INDUSTRIES,INC, } NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A LYNN MILLER P.E fu�ERv® Sedes/IlodeY Scale: Sheet: Drvwing No. Ra': INTEGRAL FIN OR EQUAL LEGBO)),SEE FIGURE B ON SHEET 2. P E A 58700 CERT.OF AITTH.NM296 HR-5510 NTS 1 OF 18 MD-H R5510-01 B f t TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE 'a-lass - - Type Description(Listed from Exterior to Interior) Frame Class Installation 'A" ANNEALED Types options Substrate Option Detail Sheet WS'Laminated LG.:1/8'A Exterior Cap+7116"Air Space+5/16"Laminated;(2)Lites of 118"A Glass with H' HEAT STRENGTHENED Conditions 090"PVB Interlayer (see Fig B) (me Table 1) T18°- 'r TEMPERED I-aminated 1.G�:1/8"T Exterior Cap+7116'Air Space+5/16"Laminated;(2)Lites of 1/8'A Glass with PVB Interlayer 'PVB'=.099'TROSIFOL&PVI3 Through the into 2)(Wood FramelBuckstrip-.h..t 4.option 5 7 716-Laminated 1,G.--3/16-A Exterior Car-3/8"Air Space+5/16'Laminated;(2)Lites of 1/8"A Glass With.090"PVB Intedayer BY KURARAY AMERICA,INC. .1-Channel integral fin sheet 4,option 8 - 1-4 7/8-Laminated I.G.'3116"T Exterior Cap+318"Air Space+611T Laminated;(2)Utes of 1/5"A Glass with.090'PVB Interlayer "SG"= 09TSENTRYGLASO Through the frame 2X Wood Frame/Suckstrip- heet4,cp:icu6 10 718-Laminated I.G.:118"T Exterior Cap+7116'Air Space+5)16"Laminated;(2)Lites of 118"H Glass with,090r'SG Intedayer INTERLAYER BY KURARAY of the window...... -Anto Motal-Sheol 4,option 7 11 7/8"Laminated LG.:3116"A Exterior Cap+318"Air Space+5116"Laminated:(2)Lites of 1/8"H Glass With.090"SIG Interlayer AMERICA,INC. ....into 2X Wood Frome/Buckstrip-sheet 3,option 1 12 718"Laminated I.G.:3/16"T Exterior Cap+318"Air Space+5116"Laminated;(2)Lites of 1/8"H Glass with.090" 1-4 Through the frame ...-into Controw/CMU-sheet 3,option 2 SG Interlayer of the window,..... ....through 1XBuckStHp into C0ncreIeICMU-shoot 3.option 3 lGLASS TYPES 15. 14 716"Laminated i,G,:I/V'T Exterior Cap+5716"Air Space+7116"Laminated;(2)Lites ol`3116"A Glass with,090"SG fnted ayer NIAINOT EIELISE6�1'�THE .-Into Meta-sheet3,cpaon4 15 7/8"Laminated I.G.:3116"A Exterior Cap+1/4"Air Space+7/16'Laminated,,(2)Liles of 3116"A Glass HVHZ ABOVE 30'. Tirmughthe ....Into 2X Wood FrameBUckstrlip-shear 4,option 5 16 718"Laminated I.G.:3116'T Exterior Cap+114"Air Space+7/16"Laminated;(2)Utes of 3116"A Glass with.090"SG Imedayer Integral FM1-4 integral in-----, -Ant.Metal-sheet 4,option 8 - SEE SHEET 6,TABLE 5 FOR GLAZINCIDESIGN PRESSURE/ANCHORAGE INDEX (43) Through the frame ....into 2X Wood Frame/Buckstrip-sheet 4,option 6 TABLE 2;ALLOWABLE ANCHORS THROUGH THE FRAME ofthe window --into Metal-sheet 4,option 7 . I . . . .. .. .. Yin.Edge Box/ into 2X Wood Frame/Bucksirip,-sheet 3,option I Group Anclior SP4521ate n. MIN.OF 3 Material Min.F,' Min:Fu Equai-Leg' .1-4 Through the frame Into CencretefCMU-sheet 3,option 2 Distance Embedment' THREADS Steel Screw 92 k.1 120 ksl (#4) of the wir.1.;w --4�-ugb 1XISuckship into Cnoret&CMU-sheet 3�option 3 BEYONO#10 SMS P.T.Southern me(SG=0.-55) 71 THE METAL 118-8 Screw 60 ksi 95 ksi into Metal-sheet 3,option 4 (steel,1&8 S.S. Steel,A36* 3/81, 0.050" SUBSTRATE, 410Screw 90 ks) 110ksi or 410 S.S.) Steel Stud,A653 Gr.33' 318" 0.0451'(18 Ga,) Elco Aggre-GatcrO 57 ksi 96 lksl 'UNGROVTrL' A Aluminum,6003-T5* a/w 0.050" CMU'VALUES Elco UltraOorO 155 ksi 177 kst FIGURE 6:FRAME TYPES P.T.Southern Pine(SG=0.55) 711 V 1-3/8* MAY BE USED 410 SS Elco CroteFf"S 127.4 ksi 189.7 ksi 3116';steel Ultracon Concrete(min.2.85 ksi) 11 1-3/8' FOR GROUTED 6063-75 Adumimum 16 ksi 22 ksi ,2- - A36 Steel Ungrouted CMU,(ASTM C-90) 2-1 1-IM- CMU - 36 ksi 1 �538 Rls APPLICATIONS. 1.33 Steel Stud 0 4 D #12 SIMS P.T.Southern Pine(SG=0.55) 9/16. 1-318" 04 -/"Iq B (steel,I"S.S. Steel,A36* .318. 0.050" BOX.OR at 410 S.S.) Steel Stud,A653 Gr.33' 3/8, 0.045V(18 Ga.) EQUAL Aluminum,6063-T5' V87-- 0.0631, INSTALLATION NOTES,SEE.SHEETS 3&4F0RILLUSTRA71Oy&. FLANGE LEG Concrete(min.2.85 ksi) 1. 1 Lj�-j4 -314" 1)USE ONLY SUBSTRATE-APPROPRATE ANCHORS LISTED ON TABLES C 1[4"steel U11mcon Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4" 2&3,THIS SHEET.FOLLOW EMBEOMENTAND EDGE DISTANCE LIMITS, C steel Cretellex Concrete(min.3.35 ksi) V 1-3/4" ANY INSTALLATION OPTION SHOWN MAY BE USED ON MY SIDE OF ME steel U�,!,m.,co2 Concrete min.2.85 ksi) 2-1/2" 1-314" WINDOW. 114" P.T Southern Pine(SG=0.55) 1318" 2)MASONRY ANCHORS MAY BE USED INTO WOOD As PER TABLE 2, 1/4'steel Creteffex -112" 1-3/4' THIS SH EET.ALL WOOD BU CKS LESS THAN 1-112"THICK ARE TO BE Concrete(min.3.35 ksi) 2 CONSIDERED 1X INSTALLATIONS,IX WOOD SUCKS ARE OPTIONAL IF 0 3 O� Ungrouted CM 2-1/2' 1-114" UNIT IS INSTALLED 1131RECTLYTO SUBSTRATE.WOOD BUCKS DEPICTED L D 1/4"steel Creteflex U.(ASTM C-Q0) INTEGRAL P.T,Southern Pine(SG-0.55) I - 1-3/8" 2X ARE 1-t/2"THICK OR GREATER.IXAND 2X SUCKS(WHEN USED) J-1PANNEL 1147 steel Appre-Gator Concrete(min.3.275 kat) 1-112" 1-316" AL E DESIGNED TO PROPERLYTRANSPER LOADS TO THE FIN STRUCTURE.WOOD BUCK^ESIGN AND INSTALLATION THE 114"steel Aggre-Gator P Southern Pine(SG=0.55) RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, Grouted CMU,(ASTIA C-90) 2" 2- 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT TABLE 3:ALLOWABLE ANCHORS THROUGH SIE INTEGRAL FIN OPENING)IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED as COMPWIng With the Florida Group Anchor Substrate Min.Edge Min. 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. Building ode Distance Embedment' NOA-N.. 17-0411.08 E 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=0.55) 2-7/16' '7d El. F-Plraff.n Date 09124/2020 IT5= �1-318" 112 -0�55) 3/8. 2-7/16� ...... jb FIR IS SHEET. 2-1/2'Ring-shank Roofing Nail P.T.Southern Pine(SG� 'Y LYAf/v JR 03127/17 NOCHANGESTH IS P.T.Southern Pine(SG=0.55) 1/2' #10 Trusshead SMS Aluminum,E063-TS' 3/8* 0.0110' (steel,18.8 S.S. or4lOS.S.) Steel Stud,Gr.33* 3/8' OL0451"(18 Ga,) F Steel,A36* 316, 0.050* MIN.OF 3 GLASS/ANCHORS/FRAME'OPTIONS J ROSOWSKI 0.55) 1070 TECHNOLOGY DRIVE P.T.Southern Pine(SG= 91 THREADS S 05115/15 -0 #12 SM Aluminum,6063-T5' 318" 0.063"- BEYOND THE N.VENICE,FL 34275 78te: pole. (steel,18-8 S. Steel - (a4l)-44304 600 HORIZONTAL ROLLER-LM Stud,Gr.33' 3/8' 0.050" METAL or 410 S.! SUBSTRATE. Steel,A36* 18" loins REP Scot... D-Znq N., JR., I ---5510 NTS 2 OF 18 ME)-HR5510-01 B CE;:'FAUTHE'. HR INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHORTYPE, INSTALLATIONoR�OR�21'�) ANCHORED THROUGH FRAME AND IX INSTALLATION EMBEDMENT AND EDGE BUCKSTR?INTO CONCRETE/CMU. OPTION_4 (SEE SHEETSSEE NOTE 2.SHEET 2. DISTANCE PER SUBSTRATE, E INSTALLATION NOTES SHEET 2OPTION 1 ANCHOREDTHROUGH TYPICAL FOR ANCHORED THROUGH EDGE❑'STANCESEE TABLE 2,SHEET 2. FRAMF INTO METAL "XO'OR'C X"SASH 1/4"MAX SFBNi FRAME INTO ZX WOOD _,-_ l — EMBEDMENT FRAME OR BUCKSTRIP. -� �-•� 1/4"MAX.SHIM 19 `v� �-(3p 16 / `_/� ` SEE NOTE 2,SHEET 2. J' �' L-• EMBEDMENT ` �13 20� / 40 PERABLE 43 28 EDGE FLANGE -- #10 OR S12 STEEL �� SABH `-� DISTANCE FRAME SMS(G5).SEE 373 - bMUVN - JJJ---111_ TABLE 2,SHEET 2. �i I20 2TYP8 -- i1A"MAX SHIM / FIXED 41 EMI DMENTANCHOND � o I� 4J EDGED DISTANCE D 13 `-� �T'"I LITE o` �5,,, VISIBLE LL��-- EDGE DISTE,S E PER LIGHT WIDTH �' SUBSTRATE,SEE 72 TABLE 2,SHEEF 2. "- APPROVED MULLION,' ❑ADE APPR 'cs MI 29) FBC COMPLIANT `ASIBLE - EXTERIOR ALU ' ALUNUM/STEELFRAMING FLANGE LIGHTVVIDTH f EQUAL OR STEEL STUD.MAYBE FRAME 72 24 OR 25 OR 26 14 `7 L:J LEG (1)ATMIDSPAN OF INTERLOCK VISIBLE FIXED VERTICAL OR HORIZONTAL. SHOWN FRAME 43h(1)3-tf2"FROM EACH SASH LIGHT LITE SEE SUBSTRATE PROPERTIES, HEIGHT TABLE 2,SHEET 2 "XO"OR"OX"FIXED MEETING RAIL(SEE SHEETS 6.8)TYPICAL FOR ALL _ SHOWN CORNER AND(1) CENTER OF BUCK WIDTH SASH STILESlRAILSLS is HORIZONTAL SECTION A-A(OX) x022 OR 23 BUCK 28 3" 16 19 18 (SEE SHEETS 7-8)TYPICAL HEIGHT EXTERIOR f T OPERABLE 4 OPERABLE 46 2p OPERABLE 43 FOR ALL`XOX"SASH BLE G 3f + SASH off o SASH Q V 21 OR 22 OR 23 I L GVISIRT � 37-39 =j1(SEE SHEETS 6-8) HEIGHT28 IIa '"-- TYPICAL FOR I A❑ _L� o _ 41 - _jv ALL SASH 16FIXED VISIBLE _ _ VISIBLE . 45 47 - -LIGHT WIDTH- _ I)- _. LIGHT WIDTH LITE ( 1 - —4u �I B7 WEEP OPT. {28 I 15 SHOW85 N II NOTCHES .80 I. t=�;� _ .42 i .3/4',X.1/4• , - ..,._.a _.2 \ _ VISIBLE _ -- ' 1-1la'x-1/a' f— jam( - -� , OI 2F. uGHTS WIDTH 72, �"14 EXTERIOR 1 y (d'-/ . 1I 2 (SEE SHEETS 6-8)TYPICAL FOR v `:J j 4 ALL"XOX"FIXED MEETING RAIL 33 BUCK WIDTH -I SHIM MAX EOUAL-LEO PRODUCT REVISED �sHIM HORIZONTAL SECTION E-E(XOX) FRAME B complying with the Florida Building Code EQUAL LEO o � 11i1�$TIA111LATION AS PER SECTION A-AABOVE SHOWN NOA-No. 17-0411.08 I I FRAME SHOWN i T �� Q�Y Revised By: Dote: Revision: Expiration Date 09124/2020 EMBEDMENT �` "C�.`.•' Ery--•'�/�� JR 03/27/17 NO CHANGES THIS SHEET. INSTALLATION �,• �1 Se'•.�% Br Revised By: Deto.• Revision: Mioml-0 a Product Control OPTION 2 ANC OREDTTHROUGH - *; No.58705 FRAME DIRECTLY INTO `• prate gy: CONCRETElCMU. EDGE - ®' peocrfp9on: TYCMU. OR TYPE, DISTANCE VISIBLE LIGHT FORMULAS ��'.• ST11 - �_ FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI tEMBEDMENT AND EDGE (EQUAL-LITE XO&OX) ✓L�-: 1070 TECHNOLOGY DRIVE 7it(e: VERTICAL ..<ORIDA,•' �.� N VENICE,FL 34215 DISTANCE PER SUBSTRATE, i S \ Date 3 SEE TABLE 2,SHEET 2. SECTION B-B Hlc reucKHIEGHr 7.1/4'i � SO• 6 G`� 9a1>aeD-lsoo HORIZONTAL ROLLER-LM 05/15/15 ''�� NAL ``� COPMGRT02017 Por tinilGMES'M' I (1111111111 a RESUWM Series/ModeL• Scole: Sheet: Drawing No. Rev. 111 A LYNN MILLER P.E. CERT.OF AUTH.R2929B HR-5510 NTS 3 OF 18 MD-HR5510-01 B P.E.#50705 1 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES InisrALLArlonl OPTION - INSTALLATION ANCHORED THROUGH FRAME INTO 2X INSTALLATION OPTION 5 OPTION 7 ioR�>OR 23 WOOD FRAME OR SUCKSTRIP-SEE ED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) ` NOTE 2,SHEET2. ANCHOREDTHROUGH ANCHORINFO METAL(INTEGRAL TYPICAL FOR ALL ' EMBEDMENT INTEGRAL FIN INTO 2.X Ln- EMBEDMENT FINIFLANGE REMOVED) t ;XO"OR"OX"SASH ' II I - WOOD FRAME OR BUCK- 10"". 1 29 !I STRIP.SEE NOTE 2,. EDGE �--- ,/4'MAX.SHIM 19- -- 16 30 / SHEET 2. -=__ DISTANCE 3 X20 /,+� OPERABLE 43 EDGE J-CHANNEL _ #10 R;112#i25TEFL / -- -� ! SASH - j '1�� DISTANCE ' FRAME SHOWN --`"" ~'� ., SMS{G5),SEE- Q 1 37-39 _ -ABLE 2,SHEET 2. _ \ r �-{ } I� 28 TYA ANCHOR TYPE, 1l4'MAX SHIM r � EMBEDMENTAND FIXED 4i �I EDGE DISTANCE PER TYP.ANCHOR TYPE, FIN ANS_=D/qR VISIBLE SUBSTRATE,SEE ,,_EMBEDMENT AND EDGE FLANGE MAY BE � �I LIGHT TABLE 2,SHEET 2. jI DISTANCE PER SUBSTRATE, REMOVED IN-FIELD �I--. .. 72� E TABLE i FIN (SCREW SHOWN) ..• SE TAB _ ... � .: � --* SHEE72. !! - . . D �tVISIBLE __-.FRAME.. -r13 ..... .I-� y ----r- 87 0 4c— - DARE APPROVED MULLION. �. �=- �� 42 ..- - ., �''- 1 0 SHOWN: .. FSC LIGHTWIDTH EXTERIOR 29 ALUMfNUWS'TEEL COMPLIANT /~ ,26 f/ { OR STEEL STUD.MAY BE---� T 2 24 OR�25 OR'`2�7--�VISIBLE FIXED VERTICAL OR HORIZONTAL. (SEE'SHEET$6.8)TYPICAL FOR ALL j UGHT LITE SEE SUBSTRATE PROPERTIES, "XO"OR"OX"FIXED MEETING RAIL HEIGHT TABLES 2 8 3,SHEET 2. BUCK WIDTH INSTALLATION _HORIZONTAL SECTION C-C(OX) 22 R23-- OPTION 8 _ 28 29/� 30 r- 16 i9 TYPIC, SHEETS 7.8) ANCHORED THROUGH 1G AL FOR FIN INTO METAL ALL"XOX" (FLANGE MAY BE REMOVED) BUCC DSTERtOR '(�' OPERABLE d6 20 OPERABLE 43 SASH } I� HEIGHT SASHySBLE 1� lrM 37.39 -"tr=� #10 OR#12 STEEL 2�OR12�OR 23 LIGHT I OPERABLE I i �� I „ I --/ SMS(G5),SEE i (SEE SHEETS 6-8} HEIGHT SASH 0) I , I i I ' j 28 h '- �,'j ,❑Q TABLE 2,SHEET 2, TYPICAL FOR Ill .........tff �_ / _,.tij� 41 L v� _�` ' IXED ALL SASH 18 a VISIBLE _ L� ELITE c� I VISIBLE 86 - '111 LIGHT WIDTH LIGHT WIDTH 80,(89h FIN 1 FRAME�i 87 65iI `�-• `3_ ,�a I `--NOTCHES 29 , �" 29 SHOWN,. �-•r'- =�.,� - 314"X 114"—•.i. - J ...,.. 2S OR�26 VISIBLE o EXTERIOR 1-t14•X 114" i �--{3 I ( .. ..-•� LIGHT WIDTH i,12 '. •, - ._ J-CHANNEL .. .. . ,✓ Q (SEE SHEETS 6-8)TYPICAL FOR '1• - ❑ 16 ALL"XOX"FIXED MEETING RAIL FRAME I 33 T' BUCK WIDTH - SHOWN _ I H;m HORIZONTAL SECTION C-C{XOX} j _-_�1 PRODUCT REVISED i (1)AT MID-SPAN OF INTERLOCK as complying with the Florida r-� INSTALLATION AS PER SECTION D-D ABOVE Building Code SHOWW FIN FRAME yyy--- I4,q 1 FROM EACH SASH I11 I f I III BuNOA-No. 17-0411.08 � �.:J CORRNENE CR AND(1)AT CENTER OF - 7YP.ANCHORTYPE, --- SASH STILESIRAILS ��NY LYiyN�`.,�� Rev?ad by: Data: Revicton: Expiration/Dajo.QS/24/2020 Q..... e EMBEDMENT AND �� ;•'tiiCENS�••'.�� i JR 03/27/17 NOCHANGESTHI@SHEET. EDGE DISTANCE PER EDGE DISTANCE 'Q•: B ' SUBSTRATE,SEE SEE * No.58705 •�� Revised W. Data Rovia7an:, Miami-Da Product Control TABLE 3,SHEET 2. —w.1 EMBEDMENT *_ VERTICAL VISIBLE LIGHT FORMULAS �)=. }Jj ;r�� J-CHANNEL&INTEGRAL FIN FRAMES J R SOWSKI INSTALLATION OPTION 5 -O A F i EQUAL-LITE XO&OX) .c = 1070 TECHNOLOGY DRIVE ANCHORED THROUGH INTEGRAL FIN SECTION D-D WIDTH:BUCK'WIDTH l 2.4-114' f'",�is ''(c10RIDP•.•'�� N.VENICE,FL 34275 Date t - INTO2X WOOD FRAME OR BUCK- - i f' "" STRIP.SEE NOTE 2,SHEET 2. HEIGHT:BUCK HEIGHT-7-1J4' ��r//{}NAL � (941}480-1800 M 05/15/15 ! !l......11tiT AU MOMS Rr;�4iWSTRtES,N6 Selles7'Akdeh scelc Sheat t A.LYNN MILLER,P.E. CERT.OFAtTtH.#292W HR-5510 NTS 40F 18 DMD-HR5510-01 RB ! P.E.53T05 i SILICONE .. . .. - STRUCTURAL �{ 7/8'NOM. 718'NOM. —i 718'NOM. 7/8'NOM. POLYISOBUTYLENE 114"NOM. f WITH DESICCANT ✓ T 5116"A/A PVB--- 5/16"A/A PVB5116".A/A PVB 5116"A/A PVB I EXT.GLASS KODISPACE 1 ` 4SG TPS 7116"AIR SPACE 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE - 1/8"A GLASS \ 1/8"T GLASS 3116"A GLASS 3116"T GLASS <�EXTERIOR ® a EXTERIOR EXTERIOR C]EXTERIOR `-INT.GLASS • • 76-79 76.79 76-79 76-79 HOT-MELT BUTYL STRUCTURAL GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 I SILICONE 3/16"NOM• GLASSTYPE5 FOAh1 i WITH DESICCANT SUPER — 7107 NO 718'NOM. 7!8"NOM. 7/8-NOM. �xT.GLAss n SPACERS NXTrla I 5116"H/H SG 5/16"H/H SG 5116"HIH SG 7116"A/A SG 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE \ INT.GLASS. 1/8"T GLASS 3/16"A GLASS--\ 3116"T GLASS 1!8"T GLASS— 1 ALUMINUM <:1EXTERIOREXTERIOR • aEXTERIOR C]% EXTEHIOR *ANT EMENT 76.79 _.. BU DESICGLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 F EXT.GLASDURASEAL@ SPACER 1/2'NOM.GLASS 7I8'NOM. 718"NOM.76-79 BITE TYP.SS 72 - 74_ 7/16"-A/A SG 7/16"A!A SG GLASS TYPES 5,7,11&15 EXTERIOR - --"--- 1/4"AIR SPACE 1/4"AIR SPACE MAY NOT BE USED IN THE Z . { POLYISO- DESICCANT FILL AREA 28 3/16"A GLASS 3116"T GLASS HVHABOVE 30' i BUTYLSPALENE 5116"NOMO76 M1 aEXTERIOR J-CHANNEL OR INDTE14-16 , EXTERIOR, R ROLL-FORMED SILICONE SEAL 70-75 GAL -- � } STAINLESS STEE TM PRODUCT REVISED XLEDGE33 EXT.GLASS-- 79 SPACER GLASS TYPE 15 GLASS TYPE 16 eOA-N o"a wlththeFtorida 1 11!(1 NOA-No. 17-0411.08 j ♦�1 Y LYry '7 Revised By: Data: Revision: Expiration onto 09124/2020 4I INT.GLASS ., • •• `\� 10EN9F �% JR 03/27/17 NO CHANGES TMI95HEL-T. By TYP.GLAZING DETAIL Q; ,R Radsee eY date: Revis on: Mlaml-Da roduct Control II �. No.58705 "A"=ANNEALED _ PP//jj '• �_ ® Oesaripfion: Drown By: 1 Parte DexHp9on hlatedal "H"=HEAT STRENGTHENED �� 1 r" �,,•''�' "P=TEMPERED �� 31 GLAZING DETAILS J ROSOWSKI 76 Komm ening 4SG TPS Specar System "PVB"=.090"TROSIFOL©PVB BY KURARAY AMERICA,INC. %�.(� A'�O (V�� 1070 TECHNOLOGY DRIVE Date: 77 Ouertex Super Spa^ernXTwllh Hot Melt Butyl See this 'SG"=.090"SENTRYGLASO INTERLAYER BY KURARAY •••FL ORIDP•.' �C�� N.VENICE,FL 34275 Ti6a: I 79 Cerdinal)SEdgcl spacer Mateertlbr AMERICA,INC' ll�'SS�ONrALI�NG�\` PYRRI WO7(941�480-60G17P0 USIFUE9,IN0. HORIZONTAL ROLLER WINDOW-LM t�Na 05/15/15 { FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I, ALYNN(N{ILI.ER,P.E. CERT.OFAIfRi.#79298 HR-5510 NTS 50F 18 MD-HR5510-01 g III REFERENCE TEST REPORTS:FTL-0717,8968&8970 81 IEET 2. P.EJt 58705 TABLE 5; - Index to All Design Pressure and AnchorQuantity Tables Max. Max. Glass Relnt. Design Pressure Anchor Quantty TABLE& TABLE 7: Conti;.[:W'],dhHeight Type Leal ..— —... .... Glass Types Design Pressure(Ibse) Glass Types Design Pressure(IbsWt) _ __- _ _ ,k Tahro S1t_ 5-8 - 5.8 54" 1 6 6 17 9 for XO or OX Windows {orXO or OX Windows 54" 2 7 6 76 _. 9 Reinf.Level Rt All Buck Heights up to 54" Reint.Lust R2 All Bcck Heights up to 54' )0 75' 63' 5.8 3 8 7 19 10 or 63' 4 11 8 21 11 All Buck Widths! +501-50 All Buck Widths +65/-70 OX 72' 6.8 4 10 6 20 10 up,0 75" up 10 76" TF, 76' 14.12 4 12 8 22 11 74-78 4 72 8 22 it SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE 5.8 3 9 723 12 • ` 120" 63" 5&6 ....A 13 .9 ..24 ... 13 XOX7&8 4 14 B 25 14 1 ' 1 10-12 1 4 1 15 8 26 15 C3 14-16 1 4 1 18 8 2'7 16 HEADER HEADER —`I - 4"MAX.O.C. _ - - .. I i - I SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH � � 21FOR WINDOWS WITH 21 LEVEE_R1 REINFORCEMENT LEVEL R2 REINFORCEMENT r 5-ANCHOR (REINFORCEMENTS SHOWN I SASH (REINFORCEMENTS SHOWN SASH IN FIGURES APPLYTO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT CLUSTER DETAIL FRAME TYPES& ) FRAME TYPES& CONFIGURATIONS) U 21 CONFIGURATIONS) o 21 4"MAX.O.C. iRroR SILL exrERCR SILL a 79rpNCHOR 4-Ain CLUSTER DETAIL _- SASH WIDTH SASH WIDTH 4"MAX.O.C. —� �•�— MEETING RAIL 0 r MEETING RAIL } t rl' 24 1 25 .X21 211 ,� . ...,. i ' 21 21 JAMB E% Rm --• JAMB cxiE*R 3-ANCHOR �... — PRODUCT REVISED CLUSTER DETAIL as comps Ing with the Florida N� El.ildiint 71 t I l I I i! NOA-No. 17-0411.68 )USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR i 8'MAX.O.G. INTEGRAL FIN, `��x (,,4'f ,N/V fti�i Revised By, Det.: Revision. 6rpiration Date 09124/2020 I 4•MIN,O.C. 2)FRAME DIMENSIONS ARE SUCK WIDTH AND ��•'•VCENy` ��! JR 03127/17 CORRECTED TAOLE 5. i —I A . F ! BY — BUCK HEIGHT(SHEETS 3.4).SASH SIZE IS AS Q", •';F,�y Ravisatl�,. Dote: Mia I-Da rodact Control i PER THE FIGURE. No.58705 Revision: 3)FOR SIZES NOT SHOWN,ROUND UP TO THE _. � NEXT AVAILABLE WIDTH OR HEIGHTA = DIMENSION SHOWN ON THE TABLE. — i''L :.y ---,: _ ® Descrfpdon: Drown 9Y I I/ /f 2-ANCHOR 4)-114-12-114"AND"7/3-1!3.113"INDICATE THAT ST} I tt/ DESIGN PRESSURE TABLES J ROSOWSKI CLUSTER DETAIL THOSE STANDARD SASH CONFIGURATIONS iO'� .ATB O 4✓ 1070 TECHNOLOGY DRIVE FALL WITHIN THE SASH MOTH RANGE IN THE i�s •tORt07`.••'G?,� N VENICE,FL 34275 T7tfe: Dote: ADJACENT COLUMN.'CUSTOM'INDICATES '�,slOfUAL,E .�,� (t ).48o-1 00Tman�BsrRIEa Rre HORIZONTAL ROLLER-LM 05/15/15 THAT NO STANDARD SASH CONFIGURATIONS vtt FALL WITHIN THE RANGE. II ALL RN3KTa RESERVED 5erks/diode(: SWI: shalt: Drow(ng Ne, Rer. A.LYNN MILLER,P.E. if P--F-#, CERT.OF AUTH.&29298 HR-5510 NTS 6 OF 18 MD-HR5510-01 B l TABLE 8: Glass Types Design Pressure(Ibs/ftt) 5-e forXOorOX Windows Point Lees:R3 An Buck Heights up to 63' All Buck Widths HEALER up to 75- +501-50 SEE TABLE 19 FOR ANCHORAGE OTABLE9: Glass Types Design Pressure(Ibslftt)for XOX 58 22 . Sash Sash i O width Windows Ren[L2 I Configuration Range(n) Window Buck HeIg11t I SASH R3 48 5GT- .- ... HEIGHT 35-114" %-%-%3 11 391_11.391 +50.0 S00 +50.0 4I-50 D �1, - - - i I %T 36;'- a 12.309 �2.3C6" *500 -SOA +50.0 50A +50.0 50.0 O" 211.391-13.397 13.398-14.683 +50.0 .50.0 +50.0 -5D.0 +50.0 50.D O� 47-314" Y'-�i-� 11.391-12.297 +50.0 -50.0 +50.D .50.0 +50.0 -50.0 III y,%-Y, 12.298-15 558 -500 1 .50.0 +50.0 -50.0 +50,0 i 50.0 EXTERIOR r- I IIII SILLCustom 11.391-12.016 +50.0 SOA +50.0 -50.0 +50.0 50.0 a b 52-1I8" Y-':-y 12.017-13.397 +50.0 50.0 +50.0 SDA +50.0 50.0 i h-% 13.398-17.016 +50.0 -50.0 +50.0 50.0 +50.0 50.0 m' Custom 1,3. -13.397 +50.0 .500 +50.0 -50.0 +50.0 SOA SASH WIDTHE 60" %%% 13.398-15.380 +50.0 •50.0 +50.0 50.0 +50.0 50.0 -%-%3 15.361-19.641 +%0 .50.0 +50.0 50.0 +50.0 50.0 1 f e Cuslom 11.391-13.397 +50.0 150.0 +50.0 -50.0 +50.0 50.0 0 MEETING RAIL 75" % % 13.398-19.110 150,0 -500 +50.0 -50.0 +50.0 50.0 19.111-24 841 +50.0 500 +50.0 •50.0 +50.0 50.0 i o Custom 18.360-19.397 +5D.0 -50.0 +50.0 -500 +49,11 -49.1• X022 22 96" %-%-% 19.398-24.360 +50.0 -50.0 +50.0 50.0 +50.0 .50.0 --" - JAMB EXTERIOR o _ _ - - Custom 24.361-30.360 +50.0 .50.0 +50.0 -50.0 +50.0 -50.0 - v 120^ %-%-% -30.360 +50.0 50.0 "+50/-50 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE ! "MIN.SASH SITE=WINDOW WIDTH-59.28 : SECTION DETAIL 2 j FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN PRODUCT REVISED I IN FIGURES APPLY TOALL as complying with the Florida I FRAME TYPES& Building Code j CONFIGURATIONS) 111111 l t i l7 NOA-No. 17-0411.08 \\N LY 1,�' Revised By. net.: Rald t- Expiration Date 09124/2020 N� '1,lCENy JR 03/27/17 NO CHANGES THIS SHEET. By Q�' F '•��`� Revised By: Data: Revtefort: Miami-Dad naduct control ! .i No.58705 m Deacripti- Dawn ey f DESIGN PRESSURE TABLES J ROSOWSKI NOTES: %O S 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 'n S w 1070 TECHNOLOGY DRIVE Titler 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE SAS PER THE FIGURE /��S � .R)pP'' �_` N VENICE,FL 34275• 05 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. /��`S�ONAL E�G��\ (941}480-1600 HORIZONTAL ROLLER-LM 05/15/15 � 4)'1/4-1/2-114-AND INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH �7l!I i I r i 111 t�t COR1'm p2o�irt6°T IEe,ING �d��odd: Scall Sheet: Dr '"g No. Rar. RANGE IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNN MILLER,P.E. CERT.OF Al1TH.N29296 H R-5510 NTS 7 OF 18 MD-HR5510-01 B I THE RANGE. RE#58705 I i I .. s TABLE 11: TABLE 12: _ TABLE 13: - Glass Types Design Pressure(lbslfe)for Glass Types Design Pressure(fbsife)for Glass Types 5.8 10-12814.1E 586 sash Sash Design Pressure(lbslflz)for XOX Windows TABLE 70: _ XO Or OX Windows XOor OXWindows Width Reiff,Lem? Con69umtion Glass Types Design Pressure(IbsNt2) Reif.Letel WintlaN Buck HP.ighl ReinL Le21 Window Buck Height R4 Range On) Window 6uak Haght 6-8 R4 48' 54' 63" R4 54" 63" 76' 4 54' 63' far XO or OX Windows - ----. 25.112" +c"5.0 j -70.0 +£5.0 -70,0 465.D -70.0 25.1/2" *85.0 I-110.0, +Eb.D 1-110.0 +65.0 -110.0 65.036"-70,0 +65.0 8 70.0 +65.0 -70.6 +65.0 -65.3 Relr1C Lstel R4 AO Buck Heights up to 72' Custom 71.391-13,.'.97 +547-54 i +650 -70.0 +65.6 0.0 +6501 -760 a 28' a66.0 •110.0 +55.0 -140.0 +65,0 -1100 '/+-'!ri-'/a 13.398•15.360 +65,0 -70.0 +65.0 -70.0 +65,0 -70.0 +65.0 -70,0 _ c Alt 6u-k Widths m 36' +65.0 -70.0 +60.0 _ m - �- G a 15.351•19,641 +ESA -70,0 +65.0 -70.0 +65.0 -70.0 +65.0 •70.0 28" _ - - 0 +65.0 -70.0 36" +65.0 •110.0 +65.0 -110.0 +65.0 -110.0 ...-. + - +65.0 -710.0 Cusimn 11.391-13.397 +65.0 -70.0 +65.0 •69.6 +63.3 -63.3 +53.2 -53.2 up to 75 42" +hSp': -70.0 +65,0 70.0 65.01 7p.D 42" +65.01.41.00 +65.6 410.0 m _ SEE TABLE 20 FOR ANCHORAGE A8" +650 .70.0 +650 -70.0 +65.0 .70.0 , 48"' +65.0 -110.0 +65,0 -110.0 +85.0 -11p.0 ' 75" y-ix-% 13.338-19.110 +65.0 -70.0 +85.0 -70.0 +65.0 -6115 +5fi.2 •56.2 m I + 60" +65.01 -70.0 +85.0 70.0 +65.0 .70.0 60" +65-0 -t 10.0 +65,0 -110.0 +85.0 •93.4 'fa-%-y 19.114-24JAl +65.0 -70.0 +650 -70.6 +65.0 -70.0 +65.0 66,0 75' +659 1 -70.0 +65.0 -70,0 +64.3' .64.3' -75^ +66.0 -110.0 +M}o 403.5 +65.0 -8012 Custom 18.360-19,397 +65.0 -70.0 +59.9 -69.9 +555+ •65.5 +49.1 -49.1 • t 96` y_y 19.398-24.360 +66.0 70,0 +62.1 -62.1 +56.4 58.0 +50.3 50.3 ' E TAB FOR GLASS TYPES 6-6 SEE TABLE 22 FOR ANCHORAGE SEE TABLE 27 FOR ANCHORAGE Custom 24.361-30.360 +65.0 -70.0 +65.0 •70.0 +850 -67.3 +57,0 -57.0 ' TABLE IS: n 120" y_y_y •• -30.360 +65.0 -7G,0 +59.9 59.9 455.5 55.5 +49.1 d9,t ' Class Types Design Pressure(ibsift2)fOrXOX WINDOW WIDTH.-59.28 to-12 Sash Sasn HEADER "M]N.SASH SIZE=------ SEE TABLE 24 FOR ANCHORAGE ' CanS ration Width Windows ��_L'j TABLE 14: 2 ) " Relnt Lew! 9u Rama ON ,______ Window Buck Haight 1 Glass Types .R4 _ .48".._ -.&1"- .63". '' 'i 7 8 8 S"s;, Sash e 1 .. ... ._ _ D Sure ,i Design {Ibslikl)forXOXWindows Custom 11.397-13.397 +65.0 -110.4 +65.0 -110.0 +65.0 -t 10.0 _FWnf.Lewl- mi9-"alion YY. " Rang (m) 1 .'1.,S'A Height 60° %- -f 13.398-15.360 +650 -110.0 +65.0 -110,0 +65.0 -110.0 R4 3g .4g. St' 63" 1i 15.361-19.641 +65,0 "110,0 +65.0 "110.0 +65.0 -110.0 1 3 Custom 11.391-13.397 +650 -70.0 -650 -70.0 +E5.0 -7Q.Q +65.0 70,0 Custom 11.391-13.397 +65,0 -110.0 +65,4 -114.0 +65.0 -110.0 J ED" +/,-h•+/, 13,308-1360 +65.0 -TO,D +65.0 -70.0 +fi5.0 -70.0 +65.0 -70.0 ) I Yi-y-'h f-iS,641 +65.0 -70.0 465.0 -70.0 +65,0 -70 -50.0 .0 +65,0 t T5' y4-y2-y4 13,396-49.110 +65,0 -110.0 +65.0 -110.0 +65.0 410.0 HEIGHT SASH E 15.36Custom 11.391-13.397 +65,0 -70.0 +65.0 -70.0 +65.0 -7p.0 +65.0 -70.0 ' � J'l==-y 19.111-24641 +s5.o -11D.p +6s.: -110.0 +ss.a -110,0 � i t'o Custom 17.641-19.397 +65.0 •110.0 +65.0 -110.0 +65.0' -104.0' ! ' 8 syj 75' `/.-y-f 13.396-19.110 +65.0 •70.0 +65.0 •70.0 +fi50 "70.0 +65.0 -70.0 fl6" 1 y-%-Y 19.111-24.641 +85.0 -70.0 +65.0 .70.0 +65.0 "70.0 +65.0 -70.0%%-y� 19.399-24.3W +65,0 -110.0 +65.0 -116.0 +65.6' -409.5' � 23 ) Cusum 24.361-31.644 +85.0 -110.0 +65.0 -110.4 +65.0 -110.0 ;, Custom 18.360-19,397 +65.0 -70.0 +65.0 .70.0 +65,0 -70.0 +65.0' -07.2' ,� 96 yl_ _y 19.395-24.360 +66.0 -70.0 -65.0 -70.0 +65.0 70.6 4e5.0' •66,8' i ''/c-'/z-''/n 29.641-32515 +65.0 -140.0 +65.0 -110.0 +65.0' •104.6" Custom 24.361-30.360 +65.0 -70.0 +65,0 -70.0 +65,0 -70.0 +65,0 .70.0 1 120' 32.576-3$.641 +65.0 -110.0 +60.0 -110-D +65.0 -116.0 J � 'ORSILL. 120" y_y-y -• -30.360 +65.0 -70,0 +65.0 -70.0 140" Custom -39.641 +85.0 -110.G +65.0 •110.0 +65.0' -104.6' +65.6 -700 +65.0^ -67,2' � � +65/-110 FOR GLASS TYPES 11&12 SEE TABLE 26 FOR ANCHORAGE ' '+65/-70 FOR GLASS TYPE 8 SEE TABLE 25 FOR ANCHORAGE INDOW WIp _ ^MIN-SASH SIZE n W :14 60.72 O n "MIN.SASH SIZE=WINDOW210TH-59.26 1 TABLE 16: 2 Glass Types z SASH WIDTH I 14-16 sash Design Pressure{Ibstft}for XOX sash Width Windowss• SECTION DETAIL Reinl.Level C"iSgur"C" Range(10 Window Buck Height MEETING RAIL FOR WINDOWS WITH R4 aa° 5a 63' LEVEL R4 REINFORCEMENT Custom 11.391-43.397 +65 0 1-110.D +65.0 -410,0 +fiSA -110.0 gni 26 (REINFORCEMENTS SHOWN 60" '/,-%-% 13.398-15.360 +65,0 -110.0 +65.0' -1%0 +65.0 -110:0 / "23 FRAME TYPES&11:FIG URES APPLY 70 AL I_ `l23 i {+�dp ) 15.361-19.641 +65.0 -110.0 -65.0 •110.0 +65.0 •110.0 -- -- - - --=- '- :....' JAMB EX HipR CONFIGURATIONS) fMR;1 &14.16 c Custom 11,391-13.397 +65.0 -110.0 -55.0 -110.0 +65.0 -109.3 ' V ITH i 75' Ya_y_+/, 13.398-19.110 +55.0 -110.0 +65.0 -110,0 +65.0 -102.0 _ RAL PRODUCT REVISED '# -1 as eomlying with the Florida S9.it1-24.644 +65.6 -110.0 +65.0 -110.0 +65.0 -402.9 BuildingCode Custom 17.641-19.397 +65.0 -110.0 +55.0 410.0 +65.0 -97.4 1t I I I I 1 Noq-No. 17-0411.08 E 96° Y4-y,-Y4 19,398-24.360 +65.0 -110.0 +65.0 -110.0 +65.0 -92.0 \11\` �(Ly N >' Rev escd 8y: Date; R@vistom. Expiration Dat 09124/2020 VC By JR 03/27/17 By_� S Custom 24.361-31.641' +55.0 -110.0 +65.0 -110.0 +65.0 -88.4 �'�` '�7/ r� NO CHANGES THISSHEET. .� -%-% 29,641-32.515 +65.0 -110.0 +65.0 -109,6 +65.0 54.3 Q', ',��% R-J-d B,- Date Rerfsfon- Miami-Due Product Ccnrot 120° 'fi-y=Ja 32.516-39.641 +65,0 -110.0 +65.0 -10531 +654 4808 ,: N0.58745 140" Custom 39.641 +65,0 -110.0 +65.0 -105,0 +65.0 -80.0 - +SEE TABLE 27 FOR ANCHORAGE Description: Drown By: DESIGN PRESSURE TABLES J ROSOWSKI NOTES: S7AYE OF !V 1470 TECHNOLOGY DRIVE 'I)USE THESc TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. ' �` •-AORiDA. ��,� N.VENICE(941Y480-1,FL 34275 70e' Date: 3)FOR FRAME DIMENSIONS Nor SHNOWN ARE BUCK ND WIDTH TO THE BUCK AVAILAB(LEEWIDTH ORH IGHT DIMENSION SHOWN ONH SIZE IS AS PER THE THETABLE. l// S,�OtyA�.`� � COPMO 20HIPGf ;ES..,H„G HORIZONTAL ROLLF,R-LM 05/15/15 3 4)-114.112.114'AND"1/3.1/3.1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LY�I,IAJill .A.E ALLniClrts Me Serfea/Afodeh Swle: Sheat: O-Ing No. Rev: IN THE ADJACENT COLUMN-'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P E858705 CERT.OFAtrTH,N29�6. HR-551 0 NTS E3 OF 18 MD-HR5510-01 B TABLE 17: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor 5-e Sash 9 Spacing for"Integral- Group E Group F 30"Height 36"Height 48"Height 54"Heigh! 30"Height 36' Height 48"Height a4"Height Width Head E Head Head E Head E Head E Head E Head E Head E Fin"Installation 3.8" 4' Reinf.Level ii) g Sii &SIII 0 8 Sit; &Sill &Sill &Sill &Sill &S61 R1 GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED Anchor Group A Anchor Group C B complying with tho Florida 25112" 12.147' 1+132+1 2 1+132+1 3 1+132+1 3 ;+C2+1 3 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 'FOR OX WINDOWS(XO SIMILAR): B°ading`°de NOA-No. 17-0411.08 v 28" 13.397 1+132+1 2 1+132+1 3 1+132+1 3 1+C2+1 3 1+C2+1 12 1+132+1 3 1+132+1 3 1+132+1 3 ANCHOR QUANTITY 'y PER JAMB Expiration Date 0912412020 s 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+G2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1. 3 �- m 42" 20.397 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 2 1+132+1 3 1+132+1 4+CF2 3 2+133+2 3 By HEAD AND SILL ANCHOR QUANTITY: Miami-6a a Product Control 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3FZ)ANCHORSATTHEFIXEDSECTION A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 60" 29.397 2+132+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 +(2)ANCHORSATTIiESASFi m ADDED NOTE TO ANTOTAL OF 7 ANCHORS AT THE HEAD MVD 7 ANCHORS AT THE SILL.75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 QTY.TABLES. _ Anchof Group,B _ _ -- =-- =Anchor Group D- .-. •- Lam.:SEE Et SVATICN;SHEET-i, LO - 25-1/2" 12.147 '1+C2+1 21 T+C211 3 1+C2+1 13� 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 '3 SEE ELEVATION,SHEET Z28" 13.397 1+C2+1 21 1+C2+1 3 1+C2+1 13 1+C2+1 3 1+C2+1 2 _1+C2+1 3 1+C2+1 3 1+C2+1 3 — SEE CLUSTER DETAILS,SHEE'.6 36" 17.397 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 w I T > o LO O o � 42" 23.397 1+C2+1 2 1+C2+1 3 1+132+1 3 2+C2+1 3 1+132+1 2 1+132+2 3 2+132+2 3 2+132+2 3 F77 — BEEELEVAnoN, w I0 48° SEE SHEE1'1 }n F wai°0 LO 60" 29.397 2 C2 2 2 2 C2 2 3 2 C2 2 2 2 3 2 2 2 2 ELEVA710N, O`rj aSHEET1MEETING RAIL J 75" 36.897 2+132+2 2 2+C2+2 3 2+C2+2 3 2+132+2 3 2+132+2 2 2+132+2 3 2+132+2 3 2+132+2 3 O o o L0 MOJD D REPEAT ANCHOR PATTERN AT SILL Z [o �+- SEE TABLE 6 FOR DESIGN PRESSURE 2 lyj ®� Cf) ,ABLE 18: FOR XOX WINDOWS: IW LU �` -1 �Nc Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY m J w 5-8 Sash 'PERJAMB Z O (_ 30"Height 36"Height 48"Height 54'Height 30"Height 36"Height 48"Height 54"Height u W LL. Width Head Head a Head Head Head Head n Head a Head HEAD AND SILL ANCHOR QUANTITY: _j O Reinf.Level IInI m E 1+133+2+133+1 4 (1)ANCHOR AT THE SASH J O) &SIII &Sul &5111 8 SIII &SIII &SIII 8 5111 &Bill +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL R2 Anchor Group A Anchor Group C +(2)ANCHORS ATTHE FIXED SECTION7aw5 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL ® Q �- - - - 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHOR ArTHE SASH Cf H ~ S 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND ID ANCHORS AT THE SILL Dof z oz > 36" 17.397 :1+C2+1 +132+1 3_-1+C2+1 3 p O - - t SEE ELEVATION,SHEET 1m 42" 20.397 NotAllowed 1+C2+1 2 1+C2+1 33 1+132+1 3 n C) �•'In SEE ELEVATION,SHEET 1 w 148" 23.397 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 Q60" 29.397 2+132+22+C2+2 33 + + 3 -75" 36.897 2+C2+2 SEE ELEVATION, Anchor Group B Anchor Group 0 X O X SHEET 1 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ELEVATION,j ��a�_•' VICENSF •..(� SHEETI J SEE CLUSTER �J 28" 13.397 1+C2+1 2 1+C2+1' 3 1+C2+1 3 1+C2+1 3 1+132+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 MEETING RAIL No.58705 - DETAILS, '* •: �t 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SHEET5 REPEAT ANCHOR PATTERN AT SILL Co 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 .�s �F P y ((JUj` NOTES: 7£'l 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+132+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1)FRAME DIMENSIONS ARE BUCK WIDTH �.4'•. _ AND BUCK HEIGHT(SEE SHEETS 3-4). SCC •••.�OR10�;.•'•G\`� 60" 29.397 . 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Max.Anchor O.C. Anchor SASH SIZE ISAS PERTHE FIGURES ON '�s`S�ONAL 75" 36.897 2+C2+2 2 2+C2+2 3 2+132+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Spacing for"Integral- Group SHEETS rill/1llllltt MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 2)FOR SIZES NOT SHOWN,ROUNDUP TO 4„ THE NEXT AVAILABLE WIDTH OR HEIGHT A.LYNN MILLER P.E. COMPLY WITH THE MAX.D.C.SPACING SHOWN ON THE ELEVATIONS. DIMENSION SHOWN ON THE TABLE. P,E.#58705 TABLE 19: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. 5-8 Sash301, 1 49'Height 54"Height 63"Height 30"Height 36'Height111,1111, 54"Height 63"Height pacing for"Integral- Width Fin"Installation Head Head -1 Head Head E 'He Head 1-g Head Head Head Anchor Anchor Rein[Level (in) E Sill &Sill &S! ad E &Sill 1W & III M &Sill Am &Sill -�i &Sill &Sill &Sill R3 Anchor Group A Anchor Group C I - Group E Group F L 3-6' 4�' PRODUCT REVISED 25-1/2" 12.147 I-132+1 21 I+132 41 4_i;:I52-�l 4T I+132+1 4 1+C2+1 12 I+C2+1 131 1+132+1 'so " 9 With the Florida 2+1 '+ S — 14 I+C2+1 4 1+C2+1 14 Building"C"d. 15 28- 13.397 1+C2+1 2 1+C2+1 3 I+C2+1 4 '1+C2+1 4 I+C2+1 4 I+C2+1 12 1*C2+1 31 I+C2+1 14 I+C2+1 14 1+C2+1 14 NOA-No. j7.O411.08 36" 17.397 1+C2+1 2 1+C2+1 T31+C2+1 4 1+C2+'L 4 1+C2+1 4 I+C2+1 12 I+C2+1 3 1+02+1 14 1+C2+1 14 1+C2+1 4 Expiration Date 09/24/2020 cs 42" 20.397 1+C2+1 2 1+132+1 13 I+C2+1 4 1+132+1 4 I+C2+1 4 I+C2+1 2 I+C2+1 3 I+C2+1 14 1+C2+1 14 I+C2+1 4 BY milrni Product Contra 487 23.397 I+C2+1 2 I+C2+1 13 I+C2+1 4 I+C2+1 4 1+C2+} 4 1+C2+1 2 1+C2+1 3 I+C2+1 14 1+132+1 4 1+C2+1 4 EADDEN,TE 0 ANI .TY =S MO, GLASS TA L' RE a FROM _L 60, 29.397 2+C2+2 2 2+C2+2 3 2+132+2 .4. 2+C2+-2 4 21C2f2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 ADDED NOTE TO ANCH(R T 4 2+C2t2 4 �I 3 -1 fl - TC2+2 C OTY.TABLES.REMOVE 75- 1 36.897 1 2+C2+2 12 2+C2-9 1 2;6j;j 2+C2+2 4 2+C3+2 4 2'-G2+2 2T 2 2+ 2+2 4 2+C2+2 4 1 Anchor Group B GLASS 6 FROM I ABLE 20. Anchor.Group D 1+C2+1 2-71;+7C2+�11 3S 1 I+C2+1 141 1+C2+1 14 25-112" 12.147 13241 1+G2+1 3 I+132+1 141 I+132+1 41 I+CZ+l 14 1—+C2+1 14 '02 28' 13.397 I+C2+1 2 1+C2+1 3 1+C2+1 14 1+C2+1 4 1+C2+1 14 1+C2+1 12 1+C2+1 13 1+C2+1 14 I+C2+1 141 I+C2+1 14 z 36" 17.397 1+02+1 2 1+132+1 3 1+132+1 14 11 C2+1 4 — I+C2+1 14 I+C2+1 2 1+C2+1 3 I+C2+1 4 1+C2+1 141 I+C2+1 4 LU Lu ZZ X'm In C) C:) 42" 20.397 I+132+1 2 1+132+1 3 I+132+1 4 I+C2+1 4 1+ > cc C2+1 4 I+C2+1 2 I+C2+1 3 I+C2+1 4 1+ C2+11 4 R 'm J) 6 1+ 1;5 45* 23,397 1+C2+1 2 1+132+1 3 1+132+} 4 1+132+} 4 14-C2+1 4 I+132+1 2 I+C2+1 ELI� C2 . 0 3 I+C2�1 4 I+C2+1 141 I+C2+ >_r- ,Nu ry 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2jff 4 9+r-!)49 I d 1 135 Cm W _2:+2::�3 2+C2+2 0: 3 0 7Y 36.897 2 2+C2+2 13 2+C2+2 4 2+C2+2 14 2+C2+2 4 2+C2+2 2 2+132+2 3 2+C2+20 SEE TABLE 8 FOR DESIGN PRESSURE z LL TABLE 20: L) Lu—m m< 15 W_L, ac Glass Types Anchor Quantities for XO or OX Windows liax.AnchorO. > 6-8 Sash Spacing for"Integral- < 30 Height Height Height 72"Height 30"Height 38"Height48"Height 54"Height M 2"Height x LL Width 2 Fin"Installation uj Head Head C) Haad Head Head E E (I n) E Head W Head Reint Level Sill &Sill &Sill g a Sil, Anchor Anchor &Sill or hor R4 pE Group F 0 0 z Anchor Group A Anchor Group C 3,2" 4" 133 ra�4$ 25-1/2" 12,147 11 --' -_ 1+G2+1 151-1+02+1 5 1+ jj::� - '1 +132+1 3 -;1 4 1+C2+1 15 1+ �l 1+C2+1 1+(:,2+ 1+ R F- z 15 28" 13.397 1+C2+1 2 I+C2+1 3 I+C2+1 41 1+C2+1 14 4(32+1 J+C2+1 15 1+C2+1 _21 I+C2+1 131 1+C2+1 4 1+C2+1 14 I+C2+1 15 1+C2+1 151 tE I 1+C2+1.'14. +C3+1 5 z 36". 17,397. 1+G2+1 2 1+C2+1 3 -I+C2+1 4 I+C2+1 15 1 15 1+C2tl 2 I+C2+1 u. 3 1+(32+1 4 1+C2+1 14 1+C2+1 5 I+C3+1 15 42" 20.397 2 I+C2+ 0 m 1+C2+1 0 1 3 I-*C2+1 41 I+C2+1 4 I+C3+1 '5 I+C3+1 15 I+C2+1 2 1+C241 3 I+C2+1 4 I+C2+1 4 I+C3+1 5 I*C3+1 C) F? 12) 48" 21397 1+C2+1 2 I+C2+1 3 1+C2+1 4 1+133+1 4 1+C3+1 5 I+C3+1 15 1+C2+1 2 1+C2+1 3 1+C2+1 4 I+M�l 4 1+03+1 5 I+C3+1 z 0 ED" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 2+C4+2 15 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 NOTES: 7- < 75" 36.897 2+132+2 12 2+132+2 3 2+133+2 ief�+2 14 2+C4-t-2 2+r,4+2 Is 2+02+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+134+2 5 2+r,4+2 1)FRAME DIMENSIONS r-357 I E-:11couBS — ARE BUCK WOTH AND Anchor Group 8 Anchor Group D BUCK HEIGHT(SEE 1j1 SHEETS 3-4). �k,�LYN1v 41 1+C2—+l AS PER THE FIGURES ON 25-1/2" 12.147 Fi+c2tIF21 I+132+1 131 1+02+1 14 I+132+1 14 1+132+1 15 SASH SIZE Is 2rl+C2-JT3TJ+C2+1 J1 1+G2+1 12 I+C2+1 13 I+C2+1 j4 ',+C2+1 14 I+C2+1 15 I+C2+1 15 I+C2+1 2 J+C2+1 28" 13.397 SHEETS&S. Z' 1+C2+1 41 1+C2+1 1+C2+1 14C2+1 IV-, 3 _14 15 151 : No.68705 17397 I+C2+1 2 I+C2+1 3 1+02+1 14 I+C241 14 I+C2+1 15 1+C3+1 15 I+C2+1 2 I+C2+1 3 1+C2+1 41 I+C2+1 14 I+C2+1 6 1 2)FOR SLZES NOT m 2" 20.397 1+02+1 2 1+02+1 3 1+02+1 4 1+C2+1 14 1+C3+1 15 I+C3+1 IS 1+ + SHOWN,ROUND UP TO — THE NEXT AVAILABLE __0 48" 21397 1+C2+1 2 1+G2+1 3 1+C2+1 I+C3+1 4 1 + + + + WIDTH OR HEIGHT JD 1. 2-1 H 5 Head &S C H a 2 2 I a d Head 1 4 2 4 4 8,Heg" He"" �4 H Head Head g He., ",I &S,� 11 _ &Slit Height C .L '+C3+1 jj52 '+02+' 4 5 1+C+I 1_C3+1 5 1+ 2 1 1+ 3+1 4 + i C2+ 22 2 5 2+ 2 2+C3+2 4 ]C4 2 5 5 2 2,2 2+C3+2 4 5 'l 5 J.C2.1 1+12+1 5 1+C2+1 2 Iff 2 0 74 339 +C3+1 1! W. 29.397 2+132+2 2 2+132+2 3 2+132+2 T4 2+lnlql+9 A DIMENSION SHOWN ON 0 SATE L', 41j, ')+C;3+2Tl Tl-r.TABLE. XN ��S� 't 6'9 L 75" 36.897 +02+2 2 2+1322+134+2 ........... ...... 3)SrESHEET9FORA SEE TABLE 1ID FOR DESIGN PRESSURE GUIDE TO USING THESE fill MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. TABLES, A.LYNN MILLER,P.E. P-E.0 58705 i TAB,E 21: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 5-6 sash Spacing for"Integral- GroupF 30'Height 36"Height 48"Height 54"Height 63"Height 30"Height 36"Height 48"Height 54"Height 63'Height width ,o a .o a .c - n a a Fin"Installation 4" n Head E Head E Head E Head E Head ' Head E Head E Head E Head E Head E Reinf.Levet { ) &Sill III° &Sill ° &Sill &sill � &Sill � &Sill &Sill ° &Sill � &Sill � &Sill R4 PRODUCT REVISED Anchor Group A Anchor Group C s compiying wltn the Florida Building Code 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 NOA-No. 17-0411.06 16 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1.. 4 1+C2+1 4 1+C2+1 4 Expiration Date 09/24/2020 S 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 By j Miami-D roduct Control m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 f 0 48" 29,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 I 60" 29.397 2+C2+2 2 "2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 m ADDED NOTE TO ANCHOR a OTY.TABLES. 75" 36.897 2+C2+2' 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Grour,F7 ..: ;..-_:_ Anchor-Group D - ! 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4J+C2+1 1+C2+1 14 z -°aa I v 28 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 14 W �, -� Y 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 14 > O 0 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 W =1°g 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1' 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 C}7 N c 4- W60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 OJ 75"' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 zIL -m us�2 ¢ :2 SEE TABLE 11 FOR DESIGN PRESSURE U 5 O TABLE 22: F fJ GLASS TYPES O Ld K 07 J 00 Glass Types Anchor Quantities for XO or OX Windows 10-12&14-16 MAY f`>'d' a Q ' r 10-12&14-16 Sash NOT BE USED Z m < W I 30"Height 36"Height 48"Height 54"Height 63"Height 76"Height 30"Height 36"Height 48"Height 54"Height 63"Height 76"Height WITH J-CHANNEL } W 0 ly Width Head Head Head Head -g Head E Head Head o Head Head n Head Head Head O ORINTEGRALFIN I— J Reinf.Le el (in) E E E E E E E E E �E E FRAMES i &Sill .&Sill .� &Sill _ &Sill _ &Si -10, 'Sill &Sill &Sill m &Sill I &Sill I &SIII ' &SIII I— 0 Z R4 Anchor Group A Anchor Group C - - - - - - - - ® - j 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+03+1 5 a Q z ? . j1E a 28" 13.397 - 1+C2+1 2 i+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 'S 1+C3+1 5 Q w z °1O=s 36' 17.397 I+C2+1 2 .1+C2+1 3 1+C2+1' 4 1+C3+1. 4. •1+C3+1 5 '1+C4+1. 5 _. •-ii .= rl m 42° 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 ~ 0 t 48". 23.397 1+C2+1' 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 O Q -O 2 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 aP'1 •=sag saua NOTES: 75° 36.897 2+C2+2 2 2+C2+2 3 9+C3+7=42+C4+2 4 2+C4+2 5 2+Cq+2 $ 1)FRAME DIMENSIONS \•```NY LYN ARE BUCK WIDTH AND N Anchor Group El Anchor Group BUCK HEIGHT(SEE \�� !9} . 25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3*1 5 SHEETS 3 1).SASH SIZE ISICENgF P i AS PERTHE FIGURES ON Q, 45 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+.1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 SHEETS s-&. No,58705 f Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 t+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 '1+C3+1 4 1+C3+-1 5 1+C4+1 5 2)FOR SIZES NOT _-p :• _ - 0 42" 20.397 1+C2+1 2 i+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 SHOWN,ROUND UP TO ED - THE NEXT AVAILABLE �0�,'.• tj1=T,'�w` 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 WIDTH OR HEIGHT i .•F[ORIOP,.•' \� DIMENSION.SHOWN ON %ls ••••.• G�� 1 60° 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 c 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 THETABLE. is7ONAL 75" 36.697 1 2+C2+2 121 2+C2+2 3 2+C3+2 4-2+3F+2_-r412+C4+2 151 2+C4+2 151 2+C2+2 121 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 3)S.BE SHEET 9 FORA ��f��1illlttl` SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A LYNN MILLER P.E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. TABLES. P.E.#58705 e TABLE23: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. . Glass Types Anchor Quantities for XOX Windows 5-8 Sash 24"Height 30"Height 36"Height 48"Height 54"Height 63'Height 24"Height 30 Height 3E"Height [13"Height 54"Height 63"Height Sash Configuration Width a E E E E E E E E E E Rein`.Leiel Range(in) Head&5ill Head 8 Sill ' Head&STP Head&Sill Head 8 Sill ' FL^zd€Sill ' Head&Sill Head&Sill Head&Sill ' Head&Sill Head&Sifl ' Head 8 Sill R3 AneherGroup A Anchor Group C PRODUCT REVISED 35.1/4' %-%a-% 11.391-11.391 1+132+O+132+1 2 1+132+p+132+1 2 1*132+O+132+1 3 i+132+0+132+1 4 1+C2+OtC2+1 4 1+132+0+132+1 4 1+C2+O+132+1 2 i+C2+0+C2+1 2 1+C2+O+C2+1 3 1+02+O+C2+1 4 1+132+O+132+1 4 1+132+0+132+tj 4 as complying with the Florida Building odo 38" y-y%a 12.308-12300 . C2+Q+C2+1 2 1+132+O+C2+1 2 1+C2+0+C2+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 NOA-No. 17.0411.08 %_y_% 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+132+1 211+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2t0+CZ+1 4 1+C2+0+C2+1 4 1+C2+0+C2+i 2 1+C2+0+C2+1 2 1+C2+0+132+1 3 1+C2+O+C2tl 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 Expiration Date 09/24/2020 45.1!8" y_y 13.398-14-683 1+C2+0+C2+1 2 1+132+0+132+1 2 1+02+D+C2+1 3 1+C2-0+C2+1 4 1+132+Q+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+02+0cC2+1 3 1+C2+O+132+1 4 1+132+0+132+1 4 1+132*0+132+1 4 By -%-% 11.391-12.297 1+132*1+C2tt 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2-+1 3 1+132+1+132+1 4 1+132+1+132+1 4 1+C2+S+132+1 4 miami-Dade roduct Control 47.3!4" -y-y 12.298-15.558 1+132+0=132+1 2 1+132+0+132+1 2 1+132+0+132+1 3 1+132+0+132+1 q t+C2+Q+G2+1 4 1+132+0+132+1 4 1+62+0+132+1 2 1+132+0+132+1 2 1+132+0+132+1 3 1+132+0t 132+1 4 1+132+0+132+1 4 I+C2+0,+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 ra t+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2-1 4 1+C2+.1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+7 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 m ADDED NOTE TO ANCHOR t 12.017-13.397 1+1321 t+132+1 2 1+132+1+132+1 2 1tC2+1+132+1 311+ C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1tC2+1 2 1+C2+1+132+1 3 1tC2+1+132+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 52-1113' )'-%z•% i QTY.TABLES. x %-%% 13.398-17.016 1+132+0+132+1 ra t+132+0+132+1 2 1+C2+0+C2+1 311+C2+0+132+1 4 1+C2+0+C2+1 4 1+132+0+C2+1 4 1+C2+0+C2+1 2 1+132+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 q 1+132+0+132+1 4 - - 'Custom 111.3913.397 1+13211=132+1 211+132+1+132+1 2 1+132+1+13211 i+132+1+132+11.1 i+133+1*C[+.i4 t+132+1+•,x+1 4 1+132+1+132+1 2 1+132+t+C2�1 2 1+C-t+132-i 3 1a;;2+1+13_'+1 4 1+C?+1-h+1 73 1+132+1+132+1 4• _ 0 60" %_+�_% 13.398-15.360 1+132+1+132+1 2 1+132+1+132+1 2 NC2r 1+132+1 3 1+132+1+C2t1 4 1+132+1+13211 4 1+132+1+132+1 4 1+132+1+132+1 2 1+132+i+132+1 2 1+C2t 1+132+1 31+C2+1+132+1 4 1+132+1+132+1 4 1+132+1+132+1 4 � y-'�i-y 115.361-19.641 1+132+0+132+1 2 1+132+0+132+1 2 1tC2+0+132+1 3 1+C'c+p+C2+1 4 1+62+p+132+1 4 i+132+0+132+1 q 1+G2+01132+1 2 1+132+0+132+1 2 1+132+0+132+1 3 1+132+0+C2t1 4 1+132+0+C2+1 4 1+132+0+132+1 4 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2t1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 itC2+3+G2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 w o Q O 75' is-%x-% 13.398-19.110 1+132+2+132+1 2 1+132+2+C2N 2 i+132+2+132+1 3 1+C2+2+C2+1 4 1+132+2+132+1 4 1+132+2+132+1 4 1+132+2+C2+1 2 1+132+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 O Cf) O -%-'/ 19.111-24.641 t+132+1+132+1 2 1+132+1+132+1 2 1tC2t1+132+1 3 1+132+1+C2t1 4 1+132+1+132+1 b 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+c2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 } z N ato0 � L Custom 18.360-19.397 1+132+3+132+1 2 1+132+3+132+1 2 1+132+31132+1 3 1+132+3+132+1 4 1+132+3+C2+1 4 1+133+3+133+1 4 1+132+3+132+1 2 1+132-3+132+1 2 1+132+3+132+1 3 1+132+3+132+1 4 1+132+3+132+1 4 1+132+3+132+1 4 139 v (D of -'J 96" %%r% 19.398-24.360 1+C2+3+132+1 2 1+132+3+C2+1 2 1+Gra+3+132+1 3 1+02+3+C2+1 4 1+132+3+132+1 4 1+C3+3+C3+1 4 1+C2+3+132+1 2 1+132-3+C2+1 2 M1+132+3+132+1 3 1+132+3+132+1 4 1+132+3+132+1 4 1+132+3+132+1 4 A'N /g = Custom 24.361-30.360 1+C2+2+132+1 2 1+132+2+C2+1 2 1+132+2+132+1 3 1+C2+2+C2+1 4 t+132+rat 132+1 4 1+C3+2+C3+1 4 1+132+2+132+1 2 1TC2+2+132+1 2 1+132+2+132+1 3 1+132+2+132+1 C. 4 1+132+2+132+1 4 NC2+2+132+1 4 Z tJi o mwp 2 j 1pp^ �/„-�-% -30.380 1+132+3+132+1 2 1+132+3+13211 2 1+132+3+132+1 3 1+C2t3+132+1 4 1+132+3+132+1 4 1+C3+3+C3+1 4 1+C2+3t C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1tC2t3+132+1 4 1+C2+3+C2+1 4 =W ©C WC)c i s W 'oN Anchor Group B Anchor Group D F,W'T c7 J �61a 35-114" %a-'/3-%a 11.391-11.391 1+132+0+132+1 2 1+132+0+132+1 2 1+132+0+132+1 3 1+132+0+132+1 4 1+132+0+132+1 4 1+132+D+132+1 4 1+132+D+C2+1 2 1+C2t0+132+1 2 1+132+0+132+1 3 1+G2+0+132+1 4 1+132+O+C2+1 4 1+132+O+c2+1 4 o j ip y ¢ _t co 38° y-y-m 12308-12308 1+C2+0+C2+1 2 1+C2t0+C2+1 2 1+G2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2t1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+132+1 4 Z m U Y4-y,-y4 11.391-13.397 1+132+0+132+1 2 1+132+0t 132+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 i+C2+0+C2+1 4 LL1 l7 I 45-118" J _ Y.-y-% 13.398-14.1583 1+C2+0+C2+1 2 t+C2+O+C2+1 2 1+C2+0+C2+1 3 1+132+pt C2ti 4 1+132+0+132+1 4 1+132+prC2t1 4 1+132+0+132+1 2 1+132+O*C2+1 2 1+132+0+132+1 3 1+132+0+132+i 4 HC2+0+132+1 4 1+132+0+132+1 4 J N y_% 11.391•12297 1+132tt+132+1 2 1+13211+132+1 2 1+132+1+132+1 3 1+132+NC2+1 4 1+C2+1+C2+1 4 1+C2+1+C2tl 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+132+1+C2+1 4 1+C2+1+C2+1 4 Z = toays 47-3/4" ® Q J %-y� 12298-15.358 1+132+0+132+1 2 1+132+I}FC2+1 2 1+132+p�-132+1 3 1*132+0+132+1 4 t+132+0+132+1 4 1+132+0+132+1 4 1+132+0+132+1 2 1+132+0+132+1 2 1+132+0+132+1 3 1+132+0+132+1 4 i+C2+D+132+1 4 1+132+0+132+1 4 = Custom 11.391-12016 1+C2+1+C2+1 2 1+C2t 1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+132+1+C2+1 4 0 � 52-118° %-y-% 12,017-13.397 1+132+1+132+1 2 1+02+1+132+1 2 1+132+1+132+1 3 1+132+1+132+1 4 1+C2+1+C2+1 4 1+C2t1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+132+1 2 1+C2+1+C2+1 3 1+C2+i+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ¢ Z '1OJs 13.398.17.016•,1+C2+0+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+Q+C2+1 4 1+C2+0+C2+1,'4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 1+132+0+02+1 4 1+132+0+132+1 4 1+132+0+132+1 4 IN IN O 5 Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+132+1+62+1 4 1+C2+1+C2+1 4 1+C2+1+132+1 2 1+C2+i+132+1 2 1+C2+1+C2+1 3 1+C2+1+C2+'ii4 1+C2+1+132+1 4 1+C2+i+C2+1 4 U 60" %y-% 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+132+1 3 1+C2+1+C2+1 4 1+133+1+132+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+132+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Z 0 y•y-y 15.361-19.641 1+132+D+132+1 2 1+132+0+132+1 2 1+132+0+132+1 3 1+C2+0tC2+1 4 i+C2+0+C2+1 4 1+C2+0+132+1 4 1+132+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 Q Custom 11.391-13.397 1+C2+3+C2+1 21+C2+3+C2+121+C2+3+C2+1 3.1+C2+34C2+1 41+C2+3+C2+141+C2+3+C2+14 1+C2+3+C2+1 21+C2+3+C2+1 21+C2+3+C2+1 31+C2+3+C2+141+C2+3+C2+141+C2+3+C2t14 x111 >sap sauas j 75' %-y-'/a 13.398-19.110 t+C2+2+132+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+132+2+C2+1 2 1+132+2+132+1 3 1+C2+2+C2+1 4 1+C2t2+C2+1 4 1+C2t2+C2+14 Y LYN/y^�'�. %--y-y 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 41+C2+1+C2+1 411+02+1+C211 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 +��•'••CEN 1.1 S ' Custom 18.360-19.397 1+C2+3+132+1 2 1+C2+3+C2+1 2'1+132+3+132+1 3 1+132+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+132+1 4 1+C2+3+132+1 2 1+C2+3+C2+1 2 Al+C2+3� 1+132+3+132+1 4 1+132+3+132+1 4 1+132+3+132+1 4 Q�.•• E •':��Lr j 96' %y-''/e 19.398-24.360 1+132+3tC2t1 2 1+132+3+132+1 ra t+132+3+132+1 3 1+132+3+132+1 4 1+132+3+132+1 4 1+132+3+132+1 4 1+132+3+62+1 2 1+132+3+132+1 2 1+132+3+132tt 4 1+132+3+132+1 4 1+132+3+132+1 4 N0.58705 Custom 24.361-30.380 1+132+2+132+1 2 1+132+2+132+1 2 1+132+2+132+1 3 1+13212+132ti 4 1+132+2-132+1 4 1+132+2+132+1 4 1+132+2+132+1 2 1+132+2+13211 2 1+132+2+132ti 4 1+132+2+132'/a-'/a-'/a -30.360 1+62+3+132+1 2 1+132+31132+t 2 1+132+3+132+1 3 1+132+3+132+1 4 1+q+3+132+1 4 1+132+3+132+1 4 1+C2+3+C2+1 2 1+C2+3+G2+1 2 1+132+3+132+1 4 1+132+3+132,+1 4 1+132+3+13211 4 1 ' G( r '�i ; WINDOW WIDTH-59.28 SEE TABLE 9FOR DESIGN PRESSURE �O�•. TAE ^MIN.SASH SIZE= NOTES: C� •'•:ctORIDP,,••• 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). �/ s ....„ Max.Anchor O.C. Anchor Anchor SASH SIZE IS AS PER THE FIGURES ON SHEETS 6 8. Spacing for"Integral- Group E Group F 2)FOR SIZES NUT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. //11/I i t 111111 Fin"Installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 2.9" 4" 4)^714.112-114"AND-113.113-113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILIFR,P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.17.498705 i TABLE 24: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. GlassTypes Anchor Quantities for XOX Windows Sash 3T Height 'Height Height 24-Height 1 30 Height 1 36-Height 48'Hoight 5d°Haight 63°Hotghl Sash 24"Height I Configumlian Width I -T.-l- - , Rarce(IN Head&Sill Head&Sill &Sill Head&Bill Head Sill Head&Sill Head&Sill Head JAI Head Head&Sill A I Reint Lelel Hoaci.�.T�q Head&Sill Head BE R-41 Anchor Group A ri I Anchor Croup C PRODUCT REVISED 35-IM' Y�-YY, 11.391-1 1 with the Florida A-y-% 17-308W-TE I�C2-0,n�Ir2jlZ��+�O+C2+1 2 1�+C210IC2�1�3 IZr+()�M-T14 1+C2+0-C2+114 OBSO lot dilm.qp ICY ndg.W i 3W - i E,a 1+C2�O+C,11 112 11-C2+0+C2+11 2 I+C2+0+C2+113 I+C2+0+C2+11 4 ll+C2+0+ 11 17-0411.08 3"1 31,%-% 11.391.13.397 C2+11 4 45-11T %-Y.-Y, 13.398-14. 1+C2+0+C2+11 2j1tC2+0+C2+1j2 1+C2+0+C2+1 3 1+C2+0+C2,11411+C2+0+C2+1 4 I+C2+0+C2+114 E-PI-tion Dat.0912412020 - I+C2+0+C2+112 j11C2+0-CZ01)2 T+6F+Q+C2+1 3 I+C2+0+C2+1j4j1+02'0+C2+1 4 T+(5i+O+C2+11 4 47-Y4" Y.-YY, 11.391-12.297 l+c2+1+C2+112 I+C2+1-C2�11 2 1+r2+1+C2+1 3 1+C9+1+C2+114 I+C2+1+C2+114 1+C2+I+C2+114 Miami- adroduct Control %-1/-% 12.298-15.556 J+C 2f()+C2�11 2 T+02+0+02+112 3 L+C�9-1)-C2+114 1+C2+01+C2-114 I+C2+0+C2+114 --F Custom 11,391-12.016 1+C2+1+C241 2 1+02+1+C2;1 2 I+C2+1+C2+1 3 I+C2+1+C2+1 4 1+C2+1+02+1 1+C2+1+02+1j4 52-IfT Y4-%-Y. 12.017-13.391 --- I+C9-+I+C2+1 2 1+C2+1+C2+112 1+C2+11+C22-1 3 1-C2+1+C2+1 4 1+C2+11+C.'! ''/.t-Ys- 13.398 13.398-17.016 C2+1+02+114, 1+02+ 1+02+0+C2+1 2 I+C2+0+CZ+li 2 ItC2+0+C2+1 3 T+ +D+C2-1 D+C2-1 4 I+C2+OtC2+1141 no CA-Iovi -11%311*-13.507 I+C2+1+C.+l 2 it---1i+C2+1j2 I+C2+14C21'3 I+C2+1+02+1 4 1-C2.1+C2-11 4 L+C2+1+C2+11.4 Cj 0 6cr Y.-Y_y. 13,398-15.260 1+E�+1+C2+1 iT+C2+1+C2+112 T--65+1+62 3 T+C2,1+C2+1 i i+r,2+1�C2+111 4 C2+11 4 -19�641 -i C2+0+C2+112 I-C2+0+C7+1 3 1+C2+0+C2+1 4 I+C2+0402+11 %-%-Ys 15,301 1 3 1+C2+1+ i+C2+0+C2+1 1+ i;zi;5+C2+1 4 Custom 11.391-13.3D7 13 398-1"2' Height H 30 &S + t + ad D 0 H S C C2 2 2 C '+.2+"_ ,+.2+t+C- +.2+1+." + +C2+ ltl+.2+1+.l+ 2 1+ -+1 4 4 4 '+'+ 4 0 "+C' "C12M 30' '9_6,' E 1 3!'1 '3,.3 7 I+C2+3+C2+112 1+C�+3+C2+ 402f 1)3 1 C2 3 M 1 4 I+C2+3+C2+114 I+C2+3+C2+1 4 Lu Z6 0 0 75" Y4-!iS-Y4 11398-19.110 > I+C2+2+C2+112 I-C2+2+C2+111 2 1IC2+24C2+113 1IC2+2+C2+11 4 I+C2+2+C2.TJ4 1+C2+2+C.2+1 4 o, Y3-Y.-Y. 19,111-214.1154il =W 7-60 ii��E5_ C2-1+C2+1 2 I+C2+l+C241 2 1+02+11+C2�11 W Lo _'g 1+ 3 1 2+1+C2+IF4 I�CZ+11 4-1+C2+1+02+114 Custom 18.360-19.397 11C2+37241 2 1+C2+3+C2+1 2 I+C2+3+02+1 3 1+C2+3+C2+1 4,1+1-2+3+02+114 I+C-2+3+C2+1 4 tri go, 3/4-Ya-yq 19,398-24.360 02+11 2 I+C2+3,C2+1 I I+C2+3+C2+11 3 0 --78- M I+C2-3+C2+114 j1+C2+3+C2!�4 1+C2+3+E L+IL4 -1 Custom 24.361-03. 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SEE TABLE 13 . NO Zir A Max,Anchor O.C. 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS&8. Spacing Tor"Integral FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE ONA Fin"Installation L 3)SEE SHEET FORA GUI USING IABLES, 4)'114-1t2-114"AND'113-7!3.113-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.IN THE ADJACENT COLUMN,'CUSTOM*INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. LYNN MILLER,RE, L PXX 58705 TABLE 25: MINIMUM ANCHOR QUAN71TIES SHOWN, ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.D.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows78,8 Sash Sash 24-Haight 30-f 48"Height 54- 24"Haight 30"Height I 30-Height eight - Width ��63"11 "eight "a Roinf.Lave. d Sill. 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G%ssTyp.s Anchor Quantities for XOX Virmdows 14-16 Sash ht $4',H Height 63"Height Height Sash 24-Height 30-Height 6'Height 48-WIght 54"Haight ] 63-Haight :Arldth Reim La�al Head Head&Sig Head&Sill r 4SIll 1-.1 Head&SiIJ E�� R-ad&SIU Head&S,-,l Head&SM r R4 Anchor GroupA Anchor Group C 3S-114" I-C2+0-C2+1 2 9%I+C2+O+C2+ :4Eg+�3=I-C2+`B�C��J-�C2�1)C-1,114�1 36, Y-Y-Y' 11.391 ,*I-12.308l,'9'1 PRODUCT REVISED l+C210-C2+1 211-C2-G�C2,11311-CZLO+C2+11411*S2*1)*02*�IW+L1+01C3+114 as comfting with the Florida 3 1 do 11,391-13.3VI I1C210-C2-,F2 1-C2+0+C2+1 2 I*C2t!)+C2+11 3 1+ -3*1 4 j+.+E;C4,1141 Bill ding �r %-X-A 13.3eii-14.683 0+ NOA-M.. 17-0411.08 +C2+0+ C2-11 2 I�Q+0 C2+1 2 1+C2+0+C2-tl 3 I+C3+3-C�3111 4 1+03,0+C3+11 4 JI+C3+0� +it4 47�X,4' %-y2-y4 11.391-12297 297 -C2+D+C2+112 I+C2-0+C2+1 2 I-C2-C4.2r11 3 1,C3+,1+,r-3*l 4 11 411-C4-D+C4+114 Expiration Date 09124/2020 . ......... lZ298.15,558 ;C,+,"'I, y /-Yl , +'+ ,I+C2+O+C2+1 2 '+1 4 I+C3+0+C3+11411+C3-()+C3-114 By 11�391-12,016 1+C2+C+C2+ C3 4 112 I�C2-0+C2+1,2 I+C3+OtC3�11 3 I�Czi+D*C3 4 11 411-C4+0+C4+114 04= '0+C4+ I+C3+0+ +0+65+IT3 �-C-3 1 '-2!; 52-IM %-Y.-% 12 017.13.397 I-C2,0-C2+1'2 1-C2+0+C-1+112 1+C3 .1 4 i+C4 6��+Ij 4 ll+C4-D+C4+114 Y.-.-A 53.398-17.016 I-C240-C2+1 2 I+C2+0.C2-11 2 ;+ Custom 1+C3+�-C3+i 4 I+C4-0+C4+114 I+C4+0+C4-114 OTE To ANCHOR iCsl* 11�391�! 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X-Y.-% 19.398.2#.360 �> I+C2-3+C2+ m j�' 0 - :1�:C:2:+:3+::C:2:+t13,I+C 4+4+C 4+1 4 1+ 4+04,1 4 J�C4+3+C,1+1 4 ow Y3-Y3-% z' 24.361-31.641 i+C2+2+C2+1 2 2+C2+2+CZ+ 2 2+ -2+C2+ 3j2+C4+3+(4+2 4 2+04+3+04+2 4 I+C4-2+C4+1 4 c~7 ui %-Y-% 29.641.32,516 2+C2+3+c2+ 2 2-02+34EL2 2 2+C2+3+02* 3 2+C*14+IC'A*,4 2+C4+4+C4- 4 2+C4+3+04+2 4 u" Y-Y-Y' 3ZS16-3.9-6,11 2-C2+2+C2+: 2+2 0-.1 0 +3+04+2 4 2-04+3+C4. 4 LL� z;0 140" Custom -39.541 2+02+3+C2+2 2 2+C2+3+C2+2 212+ +3+02+1312-C4+44C4+2 4 2-0,--C4+21412-24+3+04+214a9- i y 5 Anchor Group B Anchor GroupD 0 0 C5 C/) W-co < W 35-114* Y-Y-Y, '11,39t.11.391 T+-C-2+0+C2+i-2 I+C2�C+C2+11211+C2+0+C2+;�3rl'+C�2+0+C�2+1 41j-+C�24�C2+1 4'J+CZ470�C2+1 -1-C2--Q+C2+1rT21ZC2�-0-C2+1 2-1+62+'96�2+1 3 11-CZ+C�C2�1 4 I+C2+0+02+t 4 I+C2+&C2 IF4 -j 39, YI-YI-14 52308-22308 I.02+0+02+1 2 I+C2-0�C2+11211+C2+00C2+1 3111C2+01C2+114 1+C21 cf Co +S2+;1,�4 I*CI+O*C3+1 4 I+C2+0+C2+112 I+C2+0+C2+112 I+C2+0-C2+113 -C2+1 4 I+C2+0+C2+1 4 1+C3+0+C3.1T4- co O+C2+1 3 1+ 0 + 4 1+C2+0�C2+112 1�C2-0+C2+112 I+C2+0+c-,+l I+C3+0+C3,1 4 I+C3�0+C3+1 .4-1 4 14C2+0 13 1+C4+D+C LL -Ik663 I+a+O+C2+1 2 I+C2+0+C2+1 2 I+C2-G+C2+1 311+ 4 I+C3+O+C3+11 4 1+0+0�C3+1 4 IU+O+C2+11 2 J+C2+0+C2,1 2 I+C2+0�C2+113 1+C3+0+C$+l 4 1+C3+0 C3+ I-CS+NC3+114 45-118" Y4-Yi-Yq 11.391-13.397 I+C2+0+02+1 2 1+02+0+C2+1 211+C2 +O'L +E+.+C�; I+r,4+O-C4+1 4 Y.-Y.-Y. 9;67i37i -- 47�314' -Y"" 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2-1 3 1 I+C3+0+C3+114 I+r-3-o+cM3+i 4 I+C4+0+C4+1 4 I+C2-0�C2+1 2 1+C2 2 3 1+ D+C3+1 4 1-C�3+0 -J CO IZ298.15.558 I,C2 0 4 T.Ca+C+C3+1-� T+-C2+0+C2+1-2-1+7EZ+il+U+1 2 1;aN;�+i1i 3 I-C O+C3+1 4 I+C3+0 z Y-N-A -C+C2+1 2 1�a+()+C.1+1 2 I7C210+C2+1 311+0-0� +1.4 I+C3+0+CM3+1 Custom 11.391-12016 016 1+(;2+O+C2+1 2 I+C2+0+C2+1 2 I+C3+0+C3+1 3 I+C3+0+C3+1j 4 I+C4+0+C4+1 4 I-C4+0+r-4+1 4 11-C2-0+C2+1 2 1+C2 -O+C2-1 2 -C3+0+C3+1 3 1-C3+0+C3+1 4 I+C4+0+C4+1 4 _j Z) F- 4 1+04+0.C4+1 4 1+C2-0+C2+1 I�C2+0+C2+11 2 1i+C3-0+C3-1j3 03+0+03�If 4 I+C4+0-C4+114 52-118* 3.397 I+C2+0+C2+1,2 I+C2+0+C2+1 2 1+C3+O+C3+i 3 i+C3,0+C3+ir, .2 '< 4 D+C4+1141 z T.016 l+c2,+o+c2+1 2 I+C2+0+C2+1 2 1+r.3�0+C-3+1 3 I+C3,0+C3-11 I+C00+C4+1 4 I+C4-0+r-4+114 I+C2+0+C2+1 2 i+C2+0+C2+112 1+03,0,C3-113 1-1*+ 10+--lF4 I+C4+ < X IS y a z �7,�,�, -'.398 j F- Cost= 111.391-13,397 I+C2+2+C�!411 2 1-02+2+C2+1 2 I+C2+2-C2-1 3 J+C3+2,03+114 1+C3l2-C;3+I 4 I-C*-2+C4-Ij4 1+C,1+2+C2+ 2 1+C2+2 C2+112 11�C2,2+C2+1 3 1 4 1+C4,2- u- 0 c4tl 0 0 2 I+C2-1++C2+11 2 1 1�� 'C3++C +C2+2+C2+1 I+C3+2+r-3+114 1+C3+2+C3+1 4 1+04+2+C4-114 I+C2+1+C2-, ecr YYY� 11398.15.360 I+C2+2,C2+1 2 I+C2+2+�E� I IFI+?IT633 4 C4-1 IN K-YI-Y. 15.361-19.641 jji+C2+G+C2+1 2 1+C2+0+( I-C4+0+C4+114 I+C4+ C411 4 1+C-5+0+C5+114 I-C2+0+C2+1 2 I+C2+0+C2+11 I+r,3+ C5,1 A 0 Z Q �1 4 0 Lr- Custom 11.391-13.397 I+C2+3+C2-1 2 i+C2+3+C2+1.2 11+C2+3+C2+1 3 I+C3+3,C3+114 I+C4-3+C4+1 4 1+C4-3+C4+114 I+C2+2fC2+112 I+C2+2+C2+112 1+C2+ +C4+3+ +1 4 1+C4+3+04+1 4 75' Y-'1-Y4 53.398-14.710 I+C2+2 +C2+1 2 I+C2+3+C2+1 2 1-C2-3+C;20j 3 I*C3+3-C3+114 1*04+3+CI+1 4 i+C4+3+C4+1J4 I+r-212+C2+112 NC2,21C2+1!i I+ + 4+1 4 19.111-24.641 I+C2+D+C2-1 2 I+C3+0+L3-+TI2 1+C3+#0-1 3 1-C4+0+C4-114 J+ +0+C6+j 4 F+02+0+r-2+1 12 I+C3+0+C3-112 1+C3+ Costen 17.641,.19,397 I+02+3+C2+1 2 I+C2+3+C2+il 2 1+C2+4+02+1 3 I+C3+4+r-3+114 I+C4-4+04+114 1+C4-4+C4+114 I+C-�3+C2+1112 +a-'L+! !' + 19.398.24.360 1+02+3+02+1,2,I;+E.1+i3+-+51j i2 1+C2+4+C2+1 3 I+r,4+4+04+114 l+G4+4+r-4+1 4 ItC4+3+C4+114 I+C2+2+02+112 �;E++3i;C22A I 1+C2+j+k72.j +I .• ......... 5 i7_ Y,-Y,-Y. 124.351.31.641 2+C2+2-C2+212 2+C2+3+02+2 3 2+04+31004+2+C4+1.4 - 411+C413IC4+114 ll+CA+3+C4+i 4 +C4+2 4 2+r4-3+r,4+ 4 1 tC4�2+C,4+1!4 1+C2+2+02+1 2 1+C2+2+a -14 MIA4 4 Z+C2-1 C4+2+C4+114 j1+O1+2+C4+1j4jj+C4+2+C4-1 4 F<- Z 0 'O'C I NJ 4 '*C"B'C'*' I*IA-4*-*'4 't_ t_'�IC4-1 .4 X 1, 1 2+CZ+3-C2+2 2 2+C2+4+C2+2 3 2+C4+4+ 120, 2+CA+4+G4+214 2+C2+3+C2+21 2 2+C2+3+a!! -Y _i +i'2 -% i+2 +C2+ C4+4+C4+�4 12+C4+4+C4+2 4 2+C4+3+04+2 4 No.68705 4 2+1+3-.+211 +2 4 �2 'r 2+C2+2+C2-2 2 2�C2+3,C2+2 2 2+ �2+Zi+3+C -+ I 1 4 z� 2+2F2 2+C2+3+C2+212 2+C2+3+C2+2 3 2+c4+4+rt+1 $22 C2+3+C2+21312+04+3+C4+2J 412+C4+3+r,4+2,4 2 04+2+04+2 W" OUSI-m -39.641 12+C2-3+C2+2 2 2+C2+3+C2+21212+C2+4+C2+2�J2+04-4 2+C2+3+C2+ -,21 412+C4+4+C4+21412 NOTES, 4ij 1)FRAME DIMENSIONS ARE BUCK WIDTH AND SUCK HEIGHT(SEE SHEETS 3-4). SEE TABLE 16 FOR DESIGN PRESSURE WINOOW WIDTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS&-a. GLASS TYPES &IT,61 MIN.SASH SIZE 2 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. MAY NOT BE VSED WfTFi 3)BE E SHEET 9 FOR A GU IDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL 4)"114-1/2-1/4'AND"I13-1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE FIN FRAMES IN THE ADJACENT COLUMN."CUSTOM*INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LYNN M91-LE TABLE 28: Bill of Material 3.500" ---�{ 5.500 �{ 3.500" 3.500" --� # Part# Description Material --��•- 062 -- .062^ --�� 062' 1 620121 Frame Head,SIII and Jambs-J-Channel_ PVC I� �)j �- 1 2 620122 Frame Head,Sill and Jambs-Flange_ PVC 3 620123 Frame Head,Sill and Jambs-Fin PVC 4 6201.4 Frame Head,Sill and Jambs-Equal Leg PVC j� lUU If -L �_J x2.445" I � L p 2.445^ r z.aa;i ❑ _ 2.445• 13 620172 Anti--Lilt Insert/Trim Cover PVC L i 14 620131 Fixed Meeting Rail PVC �( 15 620158 Track Insert 6063 T6 Al �u�l� 16 620129 Sasit Rail(Sides,Top&Bottcrh) PVC (�� 17 620166 Monorail 6063 T5 Al .625" J-CHANNEL .625" I I' FLANGE FRAME FIN FRAME EQUAL LEG.FRAME 19 620156 Pull Rail Interlock 6063 T6 Al '� 1.375' O FRAME HEAD,SILL UU 2 HEAD,SILL 8 1,375 HEAD,SILL& HEAD.SILL& BJAMBS JAMBS JAMBS JAMBS i 20 620134 Pull Rail Interlock Cover PVC I I 21 620150 Light Sash Reinforcement 6063 T6 At 22 620151 Standard Sash Reinforcement 6063 T6 AI 1.672" 1.641° 23 620152- HO SashRelnhrcemert _ 6053 Te Al • ' ---- - - - 1.437- 24, 24` 620153' Standard Meeting Rail Reinkircoment 6005 T5 AI j h` 1•.":0," �-{ o--' 17 •43r' �° I U T i I I I -t �-- 2.100° 2.176' 25 620154 HD Meeting Rail Reinforcement 6005 T5 Al - - 1630• I 26 620155 H.D.Horiz.Roller Meeting Rail Reinforcement 6005 T5 Al 772 .065^ - o- 1.020"cl� U 1.375" ---0" 27 TIOX114PPA #10 x 1-1/4"PH.PH SDS Monorail Screw 410 SS .59o^ r-�,y-►--�-' .471" 28 61644 Weatherstrip,.187 x.270"Fin Pile .-•� - ,065' T .060° -►�I+- - .070^21-J .oso 29 61719 Weatherstrip,.187"x.220"Poly Pile 1.231' -e- 1.000" ��-- i FT RAIL r r RAIL 3D #8 x 1'Ph.PH SDS(Intedock fdounting Screw) 410 SS 13 &TRANTIM COVER 14 MEETING RAIL INFIXED SERT 16 CK SASH RAIL 18 INTERLOCK 20 NTERLOCK COVER 37 70X312PPA #8 x 3.1/2°Ph.PH SMS(Fixed Meeting Rail Screw) 410 SS i 32 716699P Meeting Rail Screw Support Plate 6063 TS AI 070" 33 720210 Weep Hole Cover PVC .300" -316' -tel C60.34 720187 Installation Screw Hole Plug PVC ---►-{ .eso4" 175. I I f� I 37 720197 Auto Lock C Steel I� ..1100- 754" I .715" J .715" t 38- 720199 Sweep Lock Cast Zinc 39 720196 Arlo Look Cover Assembly Cast Lne y l .025° -�I'�-# .035" F-T -"7 1.185' .OfiO" J 40 #6 x 1.1/8'Ph.FH SDS(Auto and Sweep Lock Screw) SS LAMI IG ROLLED RUDED LIGHT SASH SASH STANDARD i 41 720200 Auto and Sweep Lock Keeper Cast Zinc 72 BEADING O 91EXTME 21 SCREEN FRAME SCREEN FRAREINFORCEMENT 22 RE NFORCEMENT f 42 76X34PPA #6x 314"PH.PH SDS(Keeper Screw) SS - _ 43 7612FPTX #8 x 112"FPH Tek(Reinforcement Screw) SS 070" 1.162' 1.182" j+- Imo' •280- 44 Lendable Top Comer Key Nylon l.�_ i 45 Leadstile Bottom Comer Key Nylon 1'189' I rrQ '070" T 94" 43 Lockstile Top Comer Key Nylon �'� '07f .791"L1 1.041"I l� 1041'l "01..1'-�.'" 1.229° - 47 Lackstile Bottom Comer Key Nylon .810 TTTTTt�''''1''''�I�f L ILl( .130" �- .164^ .074' 3I S8 720204 Wheel Nylon � - t^- .150' I 1.340" �-+-- 1-340" 72 620135 Lami.I.G.Bead PVC HO SASH I STANDARD HD MEETING HD HR MEETLNG PRODUCT REVISED 74 Beckbedding,GE 7700 or Dow 791 SIIlccne 23 REINFORCEMENT 24 MEETING RAIL O RAIL -201, RAIL 17 MONORAIL as complying with the Florida 1 REINFORCEMENT RENFORCEMENT REINFORCEMENT Buildin8 Code 1 75 7166415 Setting Block(7/8"x Tx 1/8"),85 t/-5 dum. EPDM NOA-No. 17-0411.08 i BO 61011 Roll-forted Screen Alum `w iv, Rertsed 9y: Date; Expiration Date Q9/24/2020 i 81 61012 Extruded Screen Frame Alum .��pNY,LYN/y��q JR 03/27/17 NOCHANGES THISSMEE. By i 82 Extruded Screen Spreader Bar Alum �1 Or ENSF'•/<< Mlaml-Da Product Control .I % Rev(sed W.. Date: Ravfslon: 83 47042W Screen Comer Key with Pull Ring PVC _ •.�1 ; 64 47041 W/CKGLB Screen Comer Key No Pull Ring PVC y¢; No,58705 85 7CASPM Tension Spring SS' t *- ('� DescAPtru^: Orow"�` f p gam' WINDOW EXTRUSIONS&BOM J ROSOWSKI 66 61616C48 Screen Cloth Fiberglass j 87 61635/61fi14 .140'Screen Spline(Machine/Hand Rolled) Vinyl �Ow.• 3ATE�� + 1070 TECHNOLOGY DRIVEpara: N.VENICE,FL 34275 NOTES: �'SS;�NAt E�G\�\ ( �� rN E,N� HrORZONTA'_ROLLER�MDrw�Na 05/15815 1)ITEMS#5.12.18,35.36.49-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.1�'MJ MILL�R,P.E. 2)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. P E#66705 CERT.OFAUTH.#'19296 H R-5510 NTS 17 OF 18 M D-HR5510-01 B 76 SASH Egress Lock Bill of Material 44 ASSEMBLY ® # Part# Description Material MITERED FRAME WITH DETAILS /—�7 INTERIOR AND EXTERIOR .® 100 7MC7024 Multi-Point Lark Operator Cast Znc FRAME WELDS 2 105 101 73340 Operates mounting Plate Steel 76 1 102 72016 Multipoint Lock Keeper Aluminum 103 720214 Multipoint Lock Guide Nylon �\ y EXTERIOR 46 ATTSASH RAIL_, 104 220217-221 Tie Bar(Length Varies) Stainless Steel SASH RAIL 3v2 105 71024X12HFX#10 x 112"HH MS Stainless Steel C e 106 7BX1FPAX #8 x 1"Ph.FH SMS Stainless Steel I I I 72X4 i 107 78X75FPTX #8 x 3/4"Ph.FH SOS Stainless Steel A 19 17 ATTACHEDTO ® 103 30 FRAME JAMB 27 EG;E.S LOCK 1637 —'DETAILS �� qD (NO_TO SCALE i I 39J jjj OR t -(83> 84 42 104 86 U' 187 f� '�. ;` OPT.AUTO LOCK 85 PRODUCT REVISED 45 �- as complying with the Florida 20 ATTACHED TOHitting yy ' I FRAME JAMB 700 NOMNa.Code 17-0411.08 48 t I Expiration oats 09/24/2020 42 O tot Br 18 --107 Miami aControl 82 14 OPT. \ 72 : \a- 38• 102 X4 40 f f 41 f \ q7 I)\_ATT.P.CHED TO -al- —42 - ! I� 1l OPT.SWEEP LOCK FR/1ME JAMB I{ E) 1070 TECHNOLOGY DRIVE 80 OR 81 �� 16 MITERED E ® N.VENICE, FL 34275 \ F rH 1 INTERIOR ANDND EXTERIOR 100 (941)-480-1600 FRAME WELDS CERT.OF AUTH. #29296 11111111 _ I 1 1 Revised Date: Revfsfon: SCREEN �,\ •• �NpNY LYNN�i JRA 03/27/17 NO CHALICES THIS SHEET. I ' ASSEMBLY :• L1cENSF.;!� �• 'i \� Q';• •,<nP R.W.d W. Data: Ravw— f DETAILS = No.58705 O Drown By: 83 OR 64 - I EXTERIOR FRAME ,per• nr3E' �,:�� EXPLODED WINDOW VIEW J ROSoOWSKI ASSEMBLY ' (� <OR10P ; 7itfe: )GELASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. DETAILS ,�,• '"10 OAL�NG\,� HO/RuIZON�`AL ROLLERLM Drtrwlrp Na 05/15815 2)J-CHANNEL FRAME SHOWN,PART 41.OTHER FRAME TYPES APPLY. A.LYNNMILLL13 P.E HR-5510 NTS 18 OF 18 MD-HR5510-01 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6-8. P.E.858705 j I I I r MIAMU�? � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 S W 26 Street,Roam 20E JJI DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 I BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wivw.m9amidade.gov/economy PGT Industries,Inc. 1070 Technology Drive,. North Venice,ISL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing4he 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 perforin in the j accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,i 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 ein i )ESCRIPTION Series"557017.770"Vinyl Sliding Glass Door(Reinforced)-L:MDrNOA ' APPROVAI,DO rawmg o. - , 1 e ny > in as (LM)", sheets 1 E through 21 of 21,prepared by manufacturer,dated 10/05/15,with revision A dated 04105/17,signed and sealed by i A. Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expirati MISSILE IMPACT RATIN :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 i 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. 11'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 Oficial. 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. (CMI;A =Expiration 7-0420.06 M1 r/ks j 17 l 14,2021 28,2017 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. ° (Submitted undej•NOA No. 11-0107.04) ' 2. 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 arid 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 b'y 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 202-9.4 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 j Idalmis Ortega,P. E. (Test'report revised on 01/04/16 and 02/11/16) orge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-1 PGT Industries,Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS'(continued) . S. 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 > per Large Missile Impact Test FBC TAS 201-94 p p 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 I 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 with marked-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 j 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-I thru A-22), dated 11/19/10, signed and sealed by Jorge A. Canso,P. E. (Submitted under NOA No. 11-0107.04) i Test report on 1)Air Infiltration Test,per FBG,TAS 202-94 I 2)Uriiform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBG,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. (SubMutted cinder NOA No.-11-0107.09) i C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by POT, dated 12/09/1Sand last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. (Subinitted antler NOA No. 15-1210.01) _``--y"- — -----•� Jorge M.Plasencia,P.E. Prod6t Control Unit Supervisor NOA No. 17-0420.06 t Expiration Date: April 14;2021 1 Approval Date: September 28,201'7 E-2 i PGT Industries,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, ASTMD1929 and ASTMD-635,issu6d by EXOVA to Vision Extrusion for cellulosic composite material.' (Submitted ander NOA No. 11-0107.04) S. 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"Trosifol® Ultraclear, Clear and.Color PVB Interlayers", expiring din 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. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5th Edition (2014) rid FBC-6th Edition(2017), issued by manufacturer,dated 08/14/17, signed&sealed by Ly 2. Statement letter of no financial interest, dated 04/18/17,issued by manufacturer,signed& . sealed by Lynn Miller,P.E. I 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 I 1. Notice of Acceptance No. 15-1.21.0,01,issued to PGT Industries,for their Series"5570/2'770" Vinyl. Sliding Glass Door(Reinforced)—L.M.I.", approved on 03/03/16 and expiring on 04/14/21. • I i I i i i i r j j . i i j I I Jorge M.Plasencia,P.E. P duct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 t E-4 I SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: IMPACT RATING Group Arahor substrata Frame Member htin.Fens Min. RATED FOR LARGE&SMALL 0 o Distance Embedment MISSILE IMPACT RESISTANCE INCLUDING POCKETS & 90'/1350 CORNERS P.T.SoNhem Pine Head/SIIIIJamb 9/16" 1-3/8" GENERAL NOTES: (SG=0.55) P-hook 9x16• 1-3/8' DESIGN PRESSURE RATING 1 GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. 4t2,sieei sMs(c5)or .125'Alumin.thickne6063-T5ss) H.ad/S9VJamti 3/8" 1/e" SEE TABLES 1,2&B1,B2 2)DESIGN PRESSURES: am S.S.SMS (0.125'mm.thicknass) P-hook 3/8' 1/6" (Mn.11 threadslln) Steel,A36' Meed/5)IVJamh 3/e• 0.060, ON SHEETS 7&S A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM El 300, A (0.060'min.thickness) P-hook 316' 0.0601 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. Steel Stud.A653 Gr.33' Haad/Stil/Jamb 318' 0.071"(14 Ga.) C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. (0.071'min.IN.kn..e) Pfieok 3f8 0.071'(ta ca.) 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 1/4'Elco 1.114 on P.T.Smnh.m Pine Jamb (SG=0.55) P•hcok 1" 1.3/6" INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 114"Elco 410 S.S.CraleFlex P.T.Southam Pine Head/5111Jamb 1• 1-3/8° ° SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). SG=0.55P-hook 1• 1.3/8" 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. a 412,steel mod straw(GS) P.T.Southern Pin. Head/SIII/Jamb 9116" 1-3/e° 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. (Sc Concrete rete P4taok 91P-hoak 1"., 1-318• 1-3/8' 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION min.2.85 k.p Head/SIIVJa,nb 1.3/16^ 1-3 8" SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES 114"Elco Ultmcon Unpmut.d CMU, Jamb 1^ 1•t/4° (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA ..k t 1.4• 1.114• ASTM C-90 P4a REFERENCES(TEST REPORTS):FTL-6337,6338,8646.8649,5652&8717;EXOVA-10-002-792(A)&10-006-1 D231, Uagraalad Chw, Jamb. -- " '` (ASTM C•90 •-� P.rhook - 1J14". -1.1/4" Eled410S.S.CretoFlez GENERAL NOTES_;_;......1 CAMBRIDGE 535753-09; Co..rat. H.ad/SI111Jarnb 1-3116° 1-314^ 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING TE ° (min.3.35 ksi) P-hook 1• 1-3 a EXAMPLE CONFIGS..........2 HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Concent. Head/Sill/Jamb 1-1/2 1-3/6^ INSTALL DETAILS..............3.6 FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA (min.2.22 ksi P-hook 1-1n° -1-318' DPlANCHOR TABLES........?-8 ile Elco 18.6 S.S. Ungmuted CMU. Jamb 2^ 1-114• EXAMPLE............................9 BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). Aggro-Gator ASTM C-90 P-haak r 1.1/4' GLAZING DETAILS............10 ' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WI"iH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. P.T.Southam Pin. Head/SIII/Jamb 1• 1-3/0• 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. (SG=0.55) P-heck t" 1-316• ANCHOR LOCATIONS.......11-16 I 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. 0.2.85 k HoaP-hcoJamh 2-1/2" 1-3/8• PANEL TYPES...................17 1/4"Elao Ulhacon (min.2.65 ksi) P-hcok 2-f/z• 1-3/8• EXTRUSIONS.....................18 i ANCHOR NOTES: Ungrouted CMU, Jamb 2-112" 1.1/4• ACCESSORIES.. ..........19 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY0 ASTM C-90) P-ho.k 24121 1.1/4" APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE concrete Head Si1VJamb z-t/z 1-3/4• SCREEN DETAILS.............21 114•Elco 410 S.S.Crot.R.. min.3.35 ks) P•haok z-t12• 1-3/6• PARTS LIST........................21 REQUIREMENTS. U.gmut.a CMU, Jamb 24tH° 1-114- 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. (ASTM C-90) P-hook z•1/2 1 1-1/4' PRODUCT REVISED 3)WOOD BUCKS DEPICTED AS 1XARE 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 complying with the Florida IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" A- THICK OR MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA I.IDag Godo NOA-No. 17.0420.06 GREATER.1X 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. I STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD Expiration Date 04/14/2021 &TO BE REVIEWED BY THE BUILDING OFFICIAL. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. D 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED y BY THE AUTHORITY HAVING JURISDICTION. Miami- a e vroduct control ) 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Material n Min.F r Min.F LENGTH OF THE SILL THAT-IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD 1`0 SUBSTRATE.IF Steel Screw 92 ksi 120 ksi SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES!STANDARDS USED: 410 Screw 90 ksi 110 ksi SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION Elco Aggro-GatorO 57 ksi 96 ksi •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION -ASTM EiSOM9 Elco UIIraCan® 155 ksi 177 ksi I i INSTRUCTIONS: 410 SS Elco CreteFlex® l 127.4 ksi 189.7 ks •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION f 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE •ALUMIIJUM DESIGN MANUAL,ADM-2015 6063-T5 Aluminum 16 ksl 22 ksi NY LYNN��1j''/ SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE •AISI S100-12 A36 Steel 36 ksi 56 ksl \� r0.......... GLASS/REINFORCEMENT. •AISC 360-10 Or.33 9leel Stud 33 ksi 45 ks( ttGENSF'•, 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL No.58705 ,�/ 1 PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR EZ. HEIGHT. VINYL SLIDING GLASS DOOR NOA(LM) 8 10!05115 _ I 3 GENERAL NOTES CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS ggm J ROSOWSKI -��' N. t�AL S Q0Y l ;'!V SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE �,n DISTANCE, E .�� '•."ZOR101" COPIRIGHT 02017 P(�INGUSiR1E6,INC. C UPDATED TO FBC 2017,VINYL MFG. o:g 04/05/17 i c51 G. 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN au aiCHrsaesERveO �'7/S�ONAL N_l PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DR 9za I/ri r i I I t 1 tt 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 _ 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941)-460-1600 SGD-5570 NTS 1 OF 21 �� MD-5570.0 z A A.LYNN MILLER,P.E. CERT.OF AUTH.429296 N o RE.4 68705 -__ 1 MAX.UNIT WIDTH MAX.UFS2J MAX.UNITWIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM. PANOM,PANEL WIDTH �� NOM.PANEL WIDTH Nf- PER TABLES 1&2 + PER Th PER TABLES 1&2 , PER TABLES 1&2 L^ MAX.UNITiT Ca-} j Mj j 3 �� MAX.UNIT �°�. MAX.UNITHEIGHT HEIGHT �^ I EIGHT j a f e lw HEIGHT aj j PER a jW PER TABLES 1&2 PER BLES 1&2 / 12 PERTABLES 1&2 // )z 12 l TABLES 1&2 j1 j/ 1 mcNETI PO I I • j j j POGQ7 I. % j % i POCI,tT'UyY 1-PANEL 4 2-PANE1 3-PANEL CONFIGURATIONS i 4-PANELCONFIGURATIONS .X CONFIGURATIONS CONFIGURATIONS MAX.UNIT WIDTH MAX.UNIT WIDTH — MAX.UNIT WIDTH OM PANEL WIDTH NOM.PANEL WIDTH _ ��, NOM.PANEL WIDTH F I N PER TABLES I&2 KTYP.PER TABLES 1&2 PER TABLES I&2 I aMAX.UNIT o � HEIGHT MAX.UNIT ' ' ° MAX.UNITa � PER HEIGHT a ° HEIGHT �k7ABLES 1&2PERTABLESI&2 / / j / / '2 PERTABLESI&2C 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS 4 OUTSIDE COM&ASHOWN•INSIDE conNEASWItm PRODUCT REVISED MAX.UNIT WIDTH MAX.UNIT WIDTH as complying with the Florida NOM.PANEL WIDTH NOM.PANEL WIDTH Be . NO A- Code No. 17-0420.06 PER TABLES I 1112 ` PER TABLES I&2 If Expiration Date 04114/2029 LEL 11�� a _ - ' iami- de ro uctControT MAX.UNIT UNIT HEIGHT 3 3 11 — 1 �4L. HEIGHT PER`TABLES Y&2 / PER TABLES,I&2 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS i CONFIGURATIONS NOTES: "X'=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9116" \�ti 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+1-3116" `��4��N NN,� LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp,OXXX IN °P"=POCKET DLO HEIGHT=DOOR HEIGHT-11-11161 'UDEMscc POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-112" No SB70S VINYL SLIDING GLASS,DOOR NOA(LM) 10!05115 _ 2)90°&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. Y , ti 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS d ROSOWSKI 0 ., g A o Y F REVIEWED BY TFIE AUTHORITY HAVING JURISDICTION. caPrRlcxresos7 Pcrt inoussxiesALL RIGHTS RESERVED .ln c. NO GRANGES THIS SHEET. 41 p 04105!17 %S's ��RIDP,,,•'�� 4)FOR NOM,PANEL WIDTH,SEE TABLES 1&2. DETAIL LETTER 1070 TECHNOLOGY DR ._ '/ ��NAL fitI�` G``, N.VENICE,FL 34275 _ 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' l— SHEET NUMBER (941)-480-1600 GD-5570111NTS 2 OF 21 j z MD-5570.0 1411 AA•LYNN MILLER,P.E. CERT.OF AUTH.SN REM 58705 I DETAIL A9 — DETAIL B1THRMETAL TYP.,SEE ANCHOR INTO MAA WOOD ASTRAGAL DETAIL C1 DETAIL D1 NOTE 4,SHEET 1;MIN.OF 3 INTO MASONRY FACtttO EXT. 7NTERLpCK INTO M�'PAL CONCRE7EICMU PER THREADS BEYOND THE ANCHOR REQUIREMENT FRAME WIDTH _ —_ METAL SUBSTRATE 1/4"MAX. REQUIREDIF DOOR TYP.ANCHOR TYPE, I + HEIGHT IS OVER 96" 2" EMBEDMENT AND 1 MAX 28"O.C. 9 1 79 EDGE DISTANCE PER 22 EDGE SUBSTRATE,SEE DISTANCE TABLE A.SHEET 1 NOTE 3,6EL6W DAYLIGHT 10 INTERIOR, _ OPENING- 2s Q WIDTH { — -- —� 33 o d EMBEDMENT o F o p� 3 a I. . •- EDGE - o DISTANCE;/',,� '•" `" ° I.. _ _� (4)THRUKEEPER MAX EpGE I ........• �_—• ... 25 26 J' �' 62 _ 3 O.C. S E 19 - '. EXTERIOR SEE HET ._ . ''''' •• SEE NOTE S, 94 J I I 26 26 n 27 28 9EE NDTE S, � .ti -� � \PER THIS SHEET V THIS SHEET 114"MAX• --►I 1X OR 2X NtgOD ( I SEE NOTE B, 9 \ -SUCKSTRIP,SEE 1 32 THIS SHEET ANCHOR NOTE 3,SHEET 1 SEE NOTE s,THIS SHEET 2s EMBEDMENT / (•————.-.,.—� #8 X 314°SMS REINFORCEMENT SCREW;7 PLATE AT ) / 63 PER STILE,LOCATED AT CENTERLINE AND 6", TYP.ANC EVERY f HORIZONTAL SECTION(XXX SHOWN) EMBED --- 9"&12-FROM ENDS(FACTORY INSTALLED). EDGE DIST ANCHOR LOCATION `` SUBSTRATE,SEE DETAIL C2 DETAIL D2 DETAIL B2 TABLE A,SHEET 1& DETAIL A21 I INTERLOCK INTO MASONRY ��`. ASTRAGAL NOTE 3,BELOW 2X WOOD BUCKSTRIP OR INro 2x waoD REQUIREOIFOOOR EMBEDMENT — ` FACING IM, FRAMING,SEE ANCHOR o 19 DAYLIGHT 21 HEIGHT IS OVER 96• ��— r ——————) NOTE 3,SHEET 1 OPENING 9 1 2z 114"MAX. I INTERIOR C PRODUCT REVISED WIDTH EDGE I I as compng with the Florida a` DISTANCE BaHding Clyiode TYP.ANCHOR TYPE, SEE NATE s,THIS SHEET 7 I ( NOA-N.. 17-0420.06 EMBEDMENT AND2a o 27 26 2s ExplraGan Date 04/14/2021 EDGE DISTANCE PER— TYP.ANCHOR TYPE, I I sy /' SUBSTRATE,SEE a �� 93 z3 a EMBED TABLE A,SHEET 1& MENT AND p q Miam D M e Prodact Qoatroi " `� o 31 r7 �' C� 7 EDGE DISTANCE NOTE 3,BELOW PER SUBSTRATE, SEE TABLE A,SHEET4)THRU DISTDANCE 98 1E E 3 6 O.O.SEE SHEETMAX 1&NOTE 3;BELOW I EXTERIOR19 � PANEL WIDTH L—r�——————I 114"MAX. CONCRETE/CMU PER ASTRAGAL MAY BE EMBEDMENTHORIZONTAL SECTION{XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER NOTES & INTERIOR OR ANCHORS,SEE FIXED PANEL LIP EXTERIOR DIRECTION. \�� OjAY.LYNN DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFQRCE!AENTTYPES(SEE NOTE 6,THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. `� �a� •'''4tCENs T) '.,V ! 2)REFER TO ANCHOR NOTES,SHEET 1, FOR Au LocKsnLES( P, 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED No.59705 ANCHOR QUANTITIES,SEE TABLES 1 8 2. STILES ANDa 2s VINYL SLIDING GLASS DOOR NOA(LM) 0 10/05115 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL 'HORIZONTAL RAILS /t 1 t - FRAME ANCHOR LOCATIONS. #INSTALLATION;HORIZONTAL X-SECT,e m, J ROSOWSKI � :��(Y\ 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. .��'•, STATE OF 6)SEE TABLES 1 8 2 FOR REINFORCEMENT REQUIREMENTS.ALL CKSr coavRlcHtmxo»PGnNoustwes,INc. NO CHANGES THIS SHEET. rc4 04/05117 i� tOR.....REINFORCEMEN INTERLOCKS}c (27� 2g ALL RIGHTS RESERVED i S '+ THE EXTRUSION.REFER TO S ARE TE 7 REPORTS FOR EXACT DIMENSIONS.OXIMATELY THE FULL LENGTH OFONLY © 1070 TECHNOLOGY DR a �'�Lis„01VAL I '�\ N.VENICE,FL 34275 7)SEE SHEET 20 FOR SCREEN DETAILS, STANDARD HD (941}480.1600 IISGD-5570111 NTS 3 OF 21 9 MD-5570.0 '� A A.LYNN MILLER,P.E. • ---+ CERT.OF AUTH.#20n c P.E.M S670a DETAILE1TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 INTOMASONRY AND EDGE DISTANCE PER INTO WOOD INTO MASONRY NTO METAL DADE APPROVED MULLION,FBC SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL t—1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE,EMBEDMENT 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 SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE EDGE TABLE A,SH REQUIREMENT EDGE 1&NOTE 3,THIS SHEET -- SHEET I EMBED- DISTANCE DISTANCE r 1 . _ . I I , . EDGE DISTANCE MBE ENT ` EMBEDMENT EMBEDMENT (EMBEDMENT IJEMBE �yy 11�'MAX. 114"MAX. IXOR.2X WOOD 1/4"MAX. 1/4"MAX. 1/4"MAX. 1 fl II BUCKSTRIP,SEE Q U ANCHOR NOTE 3, 8 TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND SHEET EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET I&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET NOTES Tf- 33 FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. LOCKSTILES. ASTRAGALS. 2)REFER TO ANCHOR NOTES,SHEET 1. FIXED STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, AND #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES I&2. DLO WIDTH=NOM.PANEL WIDTH-8-9/16' to f HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/16" ANCHOR PLATE AT RAILS CENTERLINE 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 I&2 FOR REINFORCEMENT REQUIREMENTS, DAYLIGHT PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT HEIGHT NOTES, SILL RISER EXACT DIMENSIONS. a THIS SHEET VARIES WITH as cornplzin d ng T,with the Florid, . 0 REQUIRED NOA-No.- 17-0420.06 EXTERIOR POSITIVE DESIGN Expiration Date 04/14/2021 .300---1 1— 82 PRESSURE, By I . -1 - rala_- u[j SEE SHEETS .390---1 1--- Product Control E ERIC61 OR 82 7&8. 25 OR R 206 ..390 2.947 33 942 SHOWN 2. -4.041 370 114"MAX. —&—Mi3-45 ALSO APPLY-.823 7 3,64 GROUT AS 9 L NEEDED,SEEis 1917 .06( — .060— ANCHOR NOTE j 060 5,SHEET I 114"MAX. 2 2-1/2"=TOTAL .060 SILL HEIGHT SILL RISER @(SiLL RISER s SILL RISER Is SILL RISER 42 , /�'TOTAL --- 45 --(2- 3-1/Z'TOTAL (4-1 TOTAL _51W TOTAL 116* MvIV .......... .t1l, SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) EMBED- E EDGE '7 EMBEDMENT No.58705 Ir I 1- -� L-11 r— ED- M T ENT DISTANCE VINYL SLIDING GLASS DOOR NOA(LM) T J ROSOWSKI T— EDGETYP.ANCHOR TYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICAL X-SECT, ;z a�z EMBEDMENTAND 2X WOOD BUCKSTRIP CIR\ EMBEDMENTAND 18 0' DISTANCE STATE OF EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE COFYRI Inc. NO CHANGES THIS SHEET, I M 04/05/17 CONCRETE/CMU PER SUBSTRATE, is! NOTE PER SUBSTRATE, ---- -- 6 PERANCHORSEETABLEA, SEE TABLE A, 1070 TECHNOLOGY DR //,10NAL e 5 Ag [DETAIL 1 DETAIL F21 111t111100 REQUIREMENT SHEET I&NOTE 3, SHEET &NOTE 3, N.VENICE,FL 34275 INTO MASONRY THISSHEET INTO waODTHIS SHEET (941)-480-1600 SGD-5570 NTS Ill 4 OF 21 a MD-5570.0 a A A.LY.N.Nr MILLER,RE CERT.OF AU IR=296 I L INTERIOR 36 7t 19 (4)THRU KEEPER O 2 0. INTERIOR 4 OOR 26 6g 66 98 @MAX 3.5"O.C., 25 OR 26 -� (37 �' MAX 18.5°O.C. INTERIOR Oa SEE SHEET 19 -- 1 DETAIL H2 Q 3a" _ INTERIOR 19 (—� p g6 (4)THRU KEEPER @ MAX�o EXTERIOR 90• 3.S'O.C.,SEE SHEET 19 r� OUTSIDE CORNER D❑ _ d 40 o - o 90" . as Q INTERIOR �� O a❑ -- 39 25 OR 26 1 til y1 -2L,=I 94 MAX 18.6"O.C. �I .. CON: ... o. — 25 CP 2E - L.JU EXTERIOR .. ..._. _.-. :EXTERIuR - �/ 135' �U U F7 O90e 33 a9 q v DETAIL G1 F+rFR C � DETAIL H1 MAX 16.5°O.C.(94 ❑� 135• O,P 90° . INSIDE CORNER OO INSIDE CORNER EXTERIOR INTERIOR 41 a (4)THRU KEEPER fig EXTERIOR 1 96 @ MAX 3.5.O.C., 1 SEE SHEET 19 19 2 (] E 9 �DO � PRODUCT REVISED �Laall as complyyingg with the Florida Building Codo O NOA-No, 17-0420.06 O135' 4 Expiration Date INTERIOR By MI—I-D o Product Control lS OR 2 NOTES q o 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 0 25 0 2633 38 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, p1Y.LY/VN 35 DEPENDING ON CONFIGURATION. MAX 18.5'O.C.96 19 99 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ { No.58705 (4)THRU KEEPER @ MAX EXTERIOR - 3.SO.C.,SEE SHEET 19 DETAIL G2 j ��•�� ,1 r9 f �= CORNER ASTRAGAL HORIZ.X SECT. m J ROSOWSKI 135' OUT810E CORNER COPYRIOAHIT.RIGHTS RESERVED IES,INC. 2 NO CHANGES THIS SHEET. 04/05/17 �(�ss•,�ORIOP..•'G�=�� 1070 TECHNOLOGY DR �NALIEN�� N.VENICE,FL 34275 (941)-480-1800 SGD-5570 NTS 5OF 21 z MD-5570.0 �z A A•LYNNMILLER,P.E. CERT.OF AOTli.829298 v`1 P.E.$58705 DETAIL 11 DETAIL 12 OPTIONAL NON- Orr; f INTO MASONRY INTO MASONRY STRUCTURAL �,' CONCRETE/CMU ANCHORS FOR 14 EDGE z1 z2PER ANCHOR INTERIOR POCKET r TeruoR TYP.ANCHOR TYPE,EMBEDMENT DISTANCE-`' JAMB 33 s1 2E R 20T AND EDGE DISTANCE PER REQUIREMENT SEE FIG 1, SUBSTRATE,SEE TABLE A, INTERIOR POCKETS MUST 30 '' I FIGURE 1,INTERLOCKS AT POCKETS THIS SHEET o SHEET 1&NOTE 3,$ELOW :'.,R• INCLUDE ANON-STRUCTURAL, �. ao ` FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE OPT. POSSIBILITY OF WATER ANCHOR INFILTRATION. 114"MAX. EMBEpMENT 31 q +;- 18 17 OPT. •�.ti ' :s i7 OPT. POCKET BY OTHERS,SEE �� _ =� NOTE 6 BELOW. EXTERIOR qo FOR DOOR HEIGHTS OVER 96" . OPT. 1!4"MAX. ANCHOR L• 1a 67 V V M SEE FIG 1; -..� (`'-�`\ MAX.0.&.TYP.ANCHOR TYPE,EMBEDMENT EXiF.RI IR CONCRETE/CMU THIS SHEET 31 d v AND EDGE DISTANCE PER i�1 EDGE —PER ANCHOR / a7 SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT lJ &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 81 "L1 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TOSUBSTRATE,SEE TABLE A,SHEET.1 BE A MIN.OF 3 THREADS BEYOND— &NOTE 3,BELO EDGE 2X WOOD BUCKSTRIP OR PRODUCT REVISED THE METAL SUBSTRATE DISTANCE FRAMING,SEE ANCHOR 'Btie�®cou with sno Florida NOTE 3,SHEET 1 17.0420.06 _ EDGE NDA-No, DISTANCE OPT.ANCHOR CPT.ANCHOR Expiration Dare 04114/2021 EMBEDMENT _E-D11M4"ENT Sy _T- 17 OPT. Ma m- a Product con EMBEDMENT trol _ 1/4"MAX.—1 EXMAX. ' 10 SEE FIG 1, SEE FIG 1, THIS SHEET 31 THIS SHEET 30 22 28 R 27 EXTERIOR 21 O s1 EXTERIOR POCKET ; �.��,, N F. tll NLY,..M EXTERIOR POCKET �: �ctc. No.58705 NOTES VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 'k 1}DETAILS APPLY.TO 2,3 AND 4 TRACK CONFIGURATIONS. MT. P-HOOK EXAMPLES,HORIZ.X-SECT. J ROSOWSKI 2)REFER TO ANCHOR NOTES,SHEET 1. 10% srAY w� 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. COPYfi10HT02017P6TINgUeTRIESREMENTS. ,INC. K NO CHANGES THIS SHEET. a 04105/17 i 6)INTERIOR OR EXTERIOR POCKETS APPLICABLEI FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DR ~- �' Ait I % o 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)-480-1600 SGD-5570 NTS 111 6OF21 1191 MD-5570.0 49 A A.LYNN K41LLER,P.E. CERT.OF AIITR.G2828G y P.E.H 58705 TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (tor all approved configurations on Sheet 2) Use this table for: Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN _ PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 1,1A,3 or 3A 801• 84" 96" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 BB-15/16"DI O Height 72-15fl6"DLO Height 84-15116"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstile Reinforcement#25 or#26 Anchor Group Anchor Group Anchor Group _ MAXIMUM POSITIVE DP DUE TO THE SILL.HEIGHT MUST ALSO BE Std.Interlock Reinforcement#27 A I B I C 1 D A B I C I D A 1 B 1 C D j CONSIDERED,SEE TABLE 81,THIS SHEET. Design Pressure +60/-60psf +60/-60psf +60/-60psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19-1/6" Head/Sill 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 5 5 5 5 5 5 5 5 5 5 5 5 MIDSPAN OF PANEL). P-hook 7 Width —7 --��TOTAL#OF ANCHORS THROUGH THE.IAMB. 7 7 7 7 7 7 8 8 8 8 Design Pressure +60/-60psf +60/-60psf 460/-60psf THE#OF ANCHORS REQU I RED THROUGH THE P-HOOK, 25-1/8" Head/Sill 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" DLOJamb 5 6 5 5 5 5 5 5 5 5 5 5 Width P-hook 7 7 7:.1, Z 11 7 1 7 8'1 8'j -'8 1 8 '. Design Pressure L= _ +60/-60psf +60/-60 psf 31-118" Head/Sill C3+1 1 C3+ C3+1 3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 a 38 DLO Jamb 5 51 5 11 5 5 5 5 5 5 5 5 5 Width P-hook 7 7 7 11 7 7 7 7 7 8 8 1 8 8 E Design Pressure +60 -60psl +60/-60psf +60/-50psf 37-1/8" 42" DLO Hoad/Sill C3+1 C3+1 + C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 TABLE B1: Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Water-Limited FIG 1: P-hook 7 7 7 7 7 7 1 7 7 B 8 8 8 (+)Design Pressure OH LENGTH Design Pressure +60/-60psf +60/-60psf +60/-60psf LSiliNom.Sill Max.(+)DP43-1/8 Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 Height Allowed 1- DOOR ASSEMBLIES 48" DLOJamb 5 5 5 5 5 5 5 5 5 5 6 5 e CD INSTALLED WHERE THE PRODUCT REVISED Width w OVERHANG OH LENGTH IS as complyingwith the Florida P•hook 7 7 7 7 7 7 7 7 B 8 8 8 ( ) 42 2-112" +38.7 psf = EQUAL TO OR GREATER THAN awlaiag O code = THE OVERHANG HEIGHT IS NOA-No. 17-0420.06 -USED IN EXAMPLE ON SHEET 9 44 4-1116" +60.0 psi EXEMPTED FROM WATER explratien nate 04114/2021, 45 4518" +60.0 psi INFILTRATION RESISTANCE. nv Miami-n c Product Control DLO WIDTH NOM.PANEL WIDTH-8-9/16" `,lryllillrrl7 DLO HEIGHT=DOOR HEIGHT-11-1116" O' d LYNiv PANEL HEIGHT=DOOR HEIGHT-2-112" �`�SON• "" •• 1!/ �� TABLE NOTES: No.59705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 = �„ 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. DP 8 ANCHOR QUANTITY TABLE m J ROSOWSKI ' r 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ZY 0a7 :' RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. coayl` `�GHTsneaeavFnnies,INc. NO CHANGES THIS SHEET. IJ as$ 04/05117 :�yt`�•,F(OR1OP. 'G\�� 3 SEE SILL RISER TYPES ON SHEET 4. — O 4)SHEET APPLIES TO 2,3 AND 4.TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR 4o 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 - SGD-5570� NTS 1 7 OF 21 p z MD-5570.0 A A.LYNN MILLER,P.E. CERT.OF AUTH.029290 P.E.B 59705 -TABLE i Design Pressure(DIP)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 2of-4 so, 84-`- 95" 1w 120' SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragat Reinforcerlibrit 929 68-15/16"DLO Height 72-lV16"DLO Height 94-15116"DLO Height 90-15116"DLO Height 108A51113"DLO I IcI9_ THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lookstile ReInforcement.#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE HD Interlock Reinforcement#2B A B I C D A I B I C D A I B I C 0 A B C 0 CONSIDERED,SEE TABLE B2,THIS SHEET. FA.'c6h' Design Pressure +1001-100psf +1001.100psf +60 -65 psf #OF ANCHORS THROUGH THE HEAD&SILL,(EX:FOR C3+1,3 ANCHORS Pressure CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT C5+1 Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 1 C3+1 P3+1 C3+1 C3+1 C3+1 G3+1jC3+1jC3i-1jC3I-1 C3+1 C3+1 03+1 03+1 24" J. — MIQSPAN OF PANEL). Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 TOTAL#OF ANCHORS THROUGH THE JAMB, Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 1 10 1 10 1 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, , I' - Design Pressure +1001-100psf +1001-loopsf +1001-100psf +601-65psf +601-65psf PERPENDICULAR TO THE GLASS. is'I 25-Iff 'Head/Sill C5+1 C3+1 C3+1 I C3+1 C5+1 I C3+1 1 C3+1 C-3+1 C5+1 I C3+1 I C!E FO3+1 C3+1 C3+1 C3+1-C3+1 05+1 C3+1 C3+1 13+1 30" DLO J 10 9 Width Jamb 5 5 5 5 6 6 1 6 6 6 1 6 1 6 6 I_ ,P-hook` � 1 7 :7. ':7 a I , 1 9 9 9 9 Design Pressure 000/400josif +1000/400 1001400josf +60/-65 W +601-65psf 31-118" Head/5111 C6+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 (35+1 C5+1 03+1 (35+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+11 C3+1 FIG 1: 36, DLO OH LENGTH — — -- Width Jamb 5 5 6 5 5 5 6 5 5 5 1 7 5 6 1 6 1 6 6 6 8 6 6 P-hook 7 7 7 7 7 8 8 9 1 9 1 9 9 10 10 10 10 1 DOORASSEMBLIES Design Pressure +100 .100 psf +100/400psf +1001-100 psf +601-65 psf +601-65 psf G INSTALLED WHERE THE 37-118" Head/Sill +1 C5+21 C5+21 C5+2 I C3+1 C5i-2 C5+2 G5+2 C3+1 C6+1IC3+IIC5+1 C3+1 C5+1 C5+1 C5+1 C3+1 [0 OVERHANG(OH)LENGTH IS 42" DLO Jamb —I 5 5 5 8 5 6 6 6 6 6 6 7 1 6 EQUAL TO OR GREATER THAN Width P-hook 7 1 7 1 7 1 7 7 1 7 1 7 1_7 B ' 6 B 8 9 9 9 —9 --10--r-10 0 THE OVERHANG HEIGHT IS E Design Pressure +100"Oops" +1001-loopsf EXEMPTED FROM WATER z 0 +921-92psf* +601-65psf +60165 psf INFILTRATION RESISTANCE. 43-118" Head/Sill C6+2 C5+2 C5+2 C3+2 C5+2lC5+2'C5+2 C3+2 C5+21CS+2lC5+2105+2 C5+2 C3+1105+21C3+1 C5+21 C5+1 C5+21 C3+1 46" DLO 1 Width Jamb 5 5 7 5 5 6 8 5 5 5 9 6 a 6 P-hook 7 7 7 7 7 7 8 8 8 8 9 1 9 9 9 1 9 1 9 TABLE 82: PRODUCT REVISED as COMPIC -Limited with the Florida Design Pressure +80/-60 psf +80/.SOPS( +801-80 psf +60 65 psf +54.11-58.7p,5f Water Building a e 49-1/8' HeadtSill C5+21C,4+2 C6+2 C3+2 C5+2 C3+2 C-5+2 C3+2 G5+2 C5+2 C5+2[C3+2 C! C5+21 C5+21 C5+21 C5+2 (+)Design Pressure NOA-N., 17-0420.06 64�' DLO 5 Width Jamb 5 1 5 6 1 5 5 5 1 7 5 5 5 1 8 5 6 6 8 1 6 6 6 8 6 ill NH�giSlll Max.(+)DP Expiration Date 04/1412021 r i= 8 8 9 9 9 1 C, .10 10 10 10 P-hook 7 1 7 7 pj�' Allowed By Design Pressure +80/-80 psf +801-60psf +801-80psf +59-11-64psf +49.61-53.7psf See Note 2 mi m� ovrotrol V 55-1/8DLO" Headt 5+31C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C5+2105+3lC3+2 C5+2105+2106+2 C5+2 +38.7 psi Widill Jam 6 5- 5 5 7 6 5 5 8 5 6 6 8 6 6 1 6 1 a +60.0 psi P-hook 1 7 7 7 7 7 7 —7 -1 8.1 a I a 1 8 1 9 1 9 1 9 1 9 1 10140 , 44 4-1116 I .+80.0 psf +/-100.0 PSF FOR ANCHOR GROUPS B,0&D. 45 1 4-5/8" 1 +100.0 psi DLO WIDTH=NOM.PANEL WIDTH-8-9/16" DLO HEIGHT=DOOR HEIGHT-11-1/16" LYIVIV PANEL HEIGHT=DOOR HEIGHT-2-1/2" .• ...... TABLE NOIE&. No.58705 4, VINYL SLIDING GLASS DOOR NOA(LM) 010/05/16 1)1F WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 r.5:"-,It AND TABLE B2 DETERMINES THE WATER LIMITED(+)OF. DID&ANCHOR QUANTITY JROSOWSKI 0 441- a 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG Is PER FIG 1,A SILL RnT 11 8 Te c RISER IS NOT REQUIRED,IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. copyR INC. NO CHANGES THIS SHEET. m 1 04/05/17 3)SEE SILL RISER ON SHEET 4. 4)SHEET APPLIES TOTYPES 2,3 AND 4 TRACK CONFIGURATIONS. 1070 'q10 TECHNOLOGY DR 1 fill 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-16CO GO 5570 1 TS 8 OF 21 jj�FMD-5570,0 A A.LYNN MILLER,P.E. CERT.OF AUTH.929296 IlTsp-5mo TF P.E.9 58705 @INTERIOR POCKETS INTER EXAMPLE: INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE OF—CENTERLINE E OF INTERLOCK SEE FIG INFORMATION. INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, _ 6" CENTERLINE CENTERLINE CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. -OF PANEL 1 ~OF PANEL OF PANEL3 PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.6 PSF — POCKET By --- -- OTHERS,SEE _ --- NOTE 6, SHEET -- -- "+2 "+2"ANCHORAGE, 25-316"MAX. 6" 71Q'ANC�H' RAGE, - "+2"ANCHORAGE, MAX. HEET 12 SHEET 12 SHEET 12 , "C3'CLUSTER, "C3'CLUSTER,, EXTERIOR SHEET 12 SHEET 12 END ANCHORAGE (MIN.1 ANCHOR) SEE POCKET JAMB ' EXTERIOR SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR NONSTRUCTURAL ANCHORS MAY SHEET 6 ('XXX 3-TRACK TO AID IN BE ADDED IN-FIELD AS NEEDED TO /� �- RAC J ALIGNMENT ALIGN THE HEAD OR SILL IF A `Lf' SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR L�CENTERLINE LCENTER LINE _SEE FIGURE BELOW FOR ADDITIONAL _ OF INTERLOCK - OF INTERLOCK�. ANCHOR INFORMATION. - -- 6" CENTERLINE CENTERIINF CENTERLINE'" MAX. OF PANEL OF PANEL2 OFPANEL3 POCKET BY o EXTERIOR INTERIOR OTHERS,SEE - _ NOTE 0 _ _ o f� SHEETS _ 25.319"MAX. - M."r2"ANCHORAGE, 4 ANCHORAGE, - r2"ANCHORAGE, MAX. SHEET 11 SHEET 11 SHEET 11 "C3°CLUSTER, "C3"CLUSTER, EXTERIOR SHEET I I SHEET 11 END ANCHORAGE I--I 1r MAX. 21.6" FRAME JAMB SEE POCKET JAMB (MIN.1 ANCHOR) U MAX. REQUIRED INSTALLATION ON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEET6 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX 3-TRACK PRODUCT REVISED as complying with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Code +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 Date 04/14/2021 PRESSURE REQUIREMENTS. TO BE25-316"O.C.OR LESS By FOR WOOD INSTALLATION USING ANY Head/Sill 03+2 Miami-Da roduct Control ANCHOR IN GROUP A(SEE TABLE A),TABLE I Jamb 5 il 1 SHOWS ANCHOR REQUIREMENTS OF: I P-hook 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: cEN7ER1 INE oFENO PANEL s^MAx. 6"MAx HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT OPT.ANTHE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE TO AIO IN HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS ATTHE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT �. MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 71 FOR THE"C3"CLUSTER ANCHORS AT 25-3/8",OTHERWISE F GUREIABOVE:HORS ARE NOT REQUIRED AS \`�%��m LYNN THE INTERLOCK/ASTRAGAL. � ........... ANCHORAGE ANCHORAGE SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE �� LICENS '•. DETAILS DETAILS MIDSPAN OF EACH PANEL. • JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 = No.58705 FOR PRODUCT REFERENCES ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL - A)SHEET FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE. em J ROSOWSKI �- + .. kl` LOCATIONS OF CROSS-SECTION DRAWINGS. ® g 'O% 5 A of lV� B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN COPYRIGNTm2017 PGTINDUSfRIF.S,INC. C NO CHANGES THIS SHEET. 04/05/17 ''•,"LORIO?.•''G?� C)SHEET 17 FOR ALLOWABLE PANEL TYPEC AND CALL NAMES. BE HEAD U SD o SHEET 4 1070 TECHNOLOGY DR ///SS iOI- 15 �� D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. JAMB:SHEET 3 N.VENICE,FL 34275 E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. (941)-480"1600 h A.LYNN MILLER,P.E. F)SHEET 21 FORA BILL OF MATERIALS. P-HOOK:SHEET 6 CERT.OFAUTH.pt9208 SGD-5570 NTS 9 OF 21 0 MD-5570.0 a A REA56765 . 1.1116"NOM. 3116"HS GLASS I 3116-HS GLASS �� &1 3116"GLASS 3/1fi7/ 9 — RS GLASS 3116"ANNGLASS75 7a .090"PVB- .090"PVB • .. ,090'SG 7/16"AIR SPACE--- b 77 7a 3116"ANN GLASS PAINTED? 31M16"HS GLASS--� PAINTED! 3,T 6"HS GLASS 3116"T GLASS— LAMINATED LAMINATED PAINTED/ FAINTED/ (SRO e1 L SURFACE 80 o a1 / SURFACE as OR nt I /'LAMINATED (az OR 83 LAMINATED. —� I— — <3 0 — J SURFACE SURFACE EXTERIOR EXTERIOR 1- E%TERIOR I-'- ' ,,.�` EXTERIOR / -- PRODUCT IS"EXTERIOR- I ~I PRODUCT IS'EXTERIOR- I \I PRODUCT IS"EXTERIOR- I I PRODUCT IS"EXTERIOR- I \I VIII GLAZED"IF#80-81 15 71W NOM. GLAZED"IF#80.81 IS 718"NOM. GIA2ED"IF#80-81 IS 'nt 718"NOM. GLAZED"IF#82-6315 7/8"NOM, TOWARDS THE EXTERIOR,I I GLASS TOWARDS THE EXTERIOR.( I GLASS TOWARDS THE EXTERIOR.( tJ I GLASS TOWARDS THE EXTERIOR.I D I GLASS I I BRE I I BITE I I SITE I I SITE a INT@R1-R I a INTERIOR INTERIOR I INTERIOR ( - PRODUCT IS"INTEWOR- I IPRODUCT IS"INTERIOR- I I PRODUCT IS"INTERIOR- I ( PRODUCT IS°INTERIOR- I i GLAZED'IF#80.81 IS ( 79 GLAZED'IF#80.81 IS I 79 GLAZED"IF#80-81 IS I 79 GLAZED"IF#82-831S I 19 " TOWARDS THE INTERIOR.I ,• -TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. TOWARDS THE INTERIOR, 8S I _ 85. .. "? - "� g5'. ✓. .%�M 06 SEE NOTE 2, �••/ SEE NOTE 2, SEE NOTE 2, / (vJ SEE NOTE 2. THIS SHEET THIS SHEET THIS SHEET" � THIS SHEET GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 "ANN"=ANNEALED "HS"=HEAT STRENGTHENED 4��AN CONE HOT-MELT BUTYL "T'=TEMPERED STRUCTURAL 1-1116"NOM, 1-1/16"NOM. "PVB"=.090"TROSIFOL&PVB INTERLAYER SILICONE 3116"HS GLASS 3116"HS GLASS--- BY KURARAY AMERICA,INC. STRUOT114"NOM FOAM 3116"NOM. POLYISOBUTY �_ .090"PVB .090"SG "SG"=.090."SENTRYGLASO INTERLAYER WITH \ 75 7s BY KURARAYAMERICA,INC. WRH DESICDESICCANT 3 3116"HS GLASS 3116'HS GLASS 75 7a i EXT.GLASEXT.GLASS 7/16"AIRSPACE-- 77 78 7/16"AIRSPACE 77 7s PRODUCT REVISED t 3115"T GLASS 3/16"T GLASS ! as cnm lyyingg with the Florida IJ( PAINTED! PAINTED? 8nllding Godo O8a OR 83 —LAMINATED 82 OR 83 LAMINATED NOA-No. 17-0420.06 I / SURFACE / SURFACE Expiration Data 04/14/2021 —'--`-- INT.GLASS EXTERI°R E%T6RIOR - ---- ----PRODUCTIS"EXTERIOR-_I_ _ _ � PRODUCT IS'EXTERIOR- I - EY -' KODISPACE SUPER GLAZED"IF#82-8313 I-718"NOM.--GLAZED"IF#82.831S= Miami- ad roduct control �hj _ _ _ _ _ TOWARDS THE EXTERIOR.I U I GLASS TOWARDS THE EXTERIOR. GLASS -_I � _�_7!8"NOM._ - - ---- 7a 4SG TPS .. 76 SPACER®NXTT" I I BITE I I BITE - --' INTERIOR - ALUMINUM PRODUCT IS'INTERIOR- I I PRODUCT IS"INTERIOR- I -I REINFORCEMENT POLYISO- DE5ICCAPIT FILL AREA GLAZED"IF#82.63 IS I 79 GLAZED"IF#8?.-8313 I I 79 i BUTYLENE TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. 5/16"NOM. ' SEAL 5116"'NOM. I e9 I ee BUTYL& SILICONE SEAL SEE NOTE T - SEE SH E SHEET THIS SHEET THIS SHEET DESiCCANT t ill, FOAM STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 � %LLYN/y,�� EXT,GLASS NOTES: � � `� 'C r'y10EN�'•.� i EXT.GLASS 1)BACKBEDDING SURFACES SHALL = � NOT BE PAINTED OR LAMINATED. 4 VINYL SLIDING GLASS DOOR NOA(LM) 0 10/05115 INT.GLASS INT.GLASS 2)PRODUCT MAY BE EITHERDU7 GLAZING DETAILS J ROSOWSKI = 0^ u INTERIOR OR EXTERIOR GLAZED, ® = I J DURASEAL® XL EDGETM PROVIDED THAT THE"HS"SURFACE co vRICRT�z9s7 PGTmeusTR+Es,INc. a NO CHANGES THIS SHEET. q Q4tQ5117 d.0'•. ft TE OF n 7a OF A LAMINATED GI AZING UNIT IS ALL RIGHTSRESERVEO ��;A -'4 ORION SPACER SPACER 1070 TECHNOLOGY DR $ �7r S/ ADHERED TO THE GLAZING LEG. a4 7 ANAL >> N.VENICE,FL 34275htI ILII`` (941)-480-1600SGD-55708 NTS 10 OF 21z MD-55700 A A LYNN UB.LER,P.E. CERT.OF AUTH.N29290 m u, . P.E.#58703 SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL INTERLOCK— INTERLOCK PANEL CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4" CENTERLINE 4" 4" Lr. EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER'C3' U 2.-TRACK CLUSTER"C5' 2 TRACK INTERMEDIATE I-I 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION '*2'ANCHOR LOCATIONS '+3"ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR PA11EL INTERLOCK INTERLOCK— PANEL PANEL CENTERLINE CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE 4" �4,; I , EXTERIOR 322" EXTERIOR 3.22" -EXTE�IRIOR EXTEnRIIOR 3.22" _ EXTERIOR 3.22" 3-TRACK CLUSTER'C3' 3-TRACK CLUSTER"CS' 3-TRACK INTERMEDIATE TRACK INTERMEDIATE `/ 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION "+2"ANCHOR LOCATIONS '+3"ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR PANEL—_, PANEL PANEL_ INTERLOCK— INTERLOCK CENTERLINE j CENTERLINE CENTERLINE CENTERLINE ¢" CENTERLINE 4" ¢" 1 0 EXTERIOR EXTERIOR EXTERIOR EXT�ERLIOR — 3.22' EXT�IE-1RyIOR 322" �f-1y 4-TRACK INTERMEDIATE �1-Iy v 4-TRACK CLUSTER `� 4-TRACK CLUSTER 4-TRACK INTERMEDIATE v 4-TRACK INTERMEDIATE `� 'C3'ANCHOR LOCATIONS 'G5'ANCHOR LOCATIONS '+i'ANCHOR LOCATION "+2'ANCHOR LOCATIONS "+3'ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING SILL 1)ALL DIMENSIONS SHOWN ARE BASDONMINIMUM ALLOWED. f NOTES:, -• _ „ INTERMEDIATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. e. i., . _ I DITRACK-TO-TRACKT .375" ` DISTANCE IS 2.375" ' 2.375" i •�' 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.375" 2.375" FOR ALL SILLS: PRODUCT REVISED `TLili lI i 11/1f// Head/Sill +1 as complying with the Florida �\1 N`(LYNN Building.Code �� ..--••••.. NOA-No17 P ook .0420.06iGENSF'•, FIGURES PERTAIN TO THE FOLLOVANG SILL Expiration Onto 04/14/2021 CLUSTER ANCHOR LOCATIONS: No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 Dy *; 'Y 13 aml-D a Product Control _-p "'c-•-- rg ANCHOR LOCATIONS A m J ROSOWSKI �0�. s ATErOF .-..I VW: coavRlGHr®zmTPGnNDUSTwEs,ING, c'h NO CHANGES THIS SHEET: a 04/05/17 �iSS'�"•••-••'rNC?"" ALL"IGH TS RESERVED ///"it \� Head/Sill C3 1 1070 TECHNOLOGY DR a� t lilt 1 T I Jamb 5 N.VENICE,FL 34275 P-hook 7 (941)460-1600SGD-5570 NTS $ 110F21 $ MD-5570.0 �i A A.LYNNMILLER,P.E. CERT.OF Al1TH.I12B2Se P.Ei!58705 f HEAD CLUSTER ANCHORS LAYOUT: MEAD"+" INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL INTERLOCK- INTERLOCK-- 4" PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE 4' CENTERLINE CENTERLME , EXTERIOR EXTERIOR 3.22 EXTERIOR —r -3,22" EXTERIOR +-+ 3,22" EXTERIOR 3.22" ((""'�� 2-TRACK CLUSTER*Cr V 2-TRACK CLUSTER'C5' V 2-TRACK INTERMEDIATE IN/ 2TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+P ANCHOR LOCATION "+2"ANCHOR LOCATIONS '+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR \ PANEL PANEL PANEL - IMERLOCK— INTERLOCK- CENTERLINE CENTERLINE 4„ CENTERLINE 4„ CENTGRLINE� CENTERLINE L4,75" v EXTERIOR EXTERIOW 1 3.22` " I EXTERIOR EXTERIOR 3•TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE • 3-TRACK CLUSTER"C:i' CJ 3•TRACK CLUSTER'CS" 'N'ANCHOR LOCATION, '+2'ANCHOR LOCATIONS _ °+3'ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATION ASTRAGAL OR ASTWIGAL OR PANEL__-„ PANEL, PANEL INTERLOCK ,INTERLOCK---►- 4„ CENTERLINE CENTERLME CENTERLINE'- 4" CENTERLINE 4" CENTERLINE EXTERIOR —3.22 EXTERIOfY EXTERIOR EXTERIOR —322° I� EXTERIOR —► 3,22" I ---4-TRACK CLUSTER-- __ _ _ v 6 TRACK CLUSTER .1.ANCHORELOCAATIION 4 T ANCHOR LOCATIONS RACK '2" � 4-TRACKCHOR LOCATIONS•+3" I „+" 'C3"ANCHORLOCATION _ "C5"ANCHOR LOCATION. __ _ — - --- _--- ---- - _ _NOTES: /RES METAN OTHEiF LOCATIONS: 1 RLL DIMENSIONSSHOWNARE-BASED-ON MINIMUM.ALI-QWE._ FIGURESPERTAIN TOTHEANCHOR LOCATIONS:HEAD ) J NOTES: 2).TRACK TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. •DISTANCE iS'2:375t2.375" FOR ALL'HEADS:' 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2,375" FOR ALL HEADS: PRODUCT REVISED ��''' HeadlSill G+1 as complying with the Florida IN", NS 0 .......LyN1 BHRding Code �.• ••• M/ Jamb 5 NOA-No. 17-0420.06 FIGURES PERTAIN TO THEFOLLOAINGHEAD I P-hooR 1 7 1 CLUSTER ANCHOR LOCARONSI P-xptration Oate04114/2021 ND.58705 VINYL SLIDING GLASS DOOR NOA LM 10/05/15 BY r' j _ ) Miami--bade J rodact Control ANCHOR LOCATIONS B � J ROSOWSKt rs0 ` COPYRIGHT 02017 PGT INDUSTRIES,INC. c NO CHANGES THIS SHEET.` ag 04/05117 sf'.�<ORIDT`..N�N Ha2d1SiD 1 ALL RIGHTS RESERVED ��"fill f i l l I t'•160,\�; Jamb 6 1070 TECHNOLOGY DRg N.VENICE,FL 34275 P-h00k 7A.LYNN MILLER,P.E. '341) 80-1 �4, SGD-5570 NTS 12 OF 21 cg MD-5570.0 A P.E.tt 58705 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, PARTIAL VIEW): FIGURES PERTAIN TO THE FOLLOWING JM.IaANCHOR LOCATIONS: — 2.375" — 4.75" 7.125" Av L4 �-- — v I HeadlSll; C3+1 21.6' 21.6" 21.6" Jamb 5 MAX. MAX. MAX. MAX. P-hook 7 O.C, exT� O.C. ExrERloa O.C. ExT-�g OPT.ANCHOR � } TO AID IN NOTES: ALIGNMENT 1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK 6" 6" 6" (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN:EDGE MAX. MAX. MAX. DISTANCE •.iy � _ _ 2-TRACK FRAME I 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. l i 12" MAX. JAMB JAMB JAMB IIS (3)WEEP NOTCHES (4)WEEP NOTCHES �I IIJ J (5)WEEP NOTCHES 1 PER END @ 1"X.500" /-PER END @ 1"X.500- J141111(j PER END @ 1"X.500° I ( I SILL SILL � SILL i EXTERIOR i ( EXTERIOR EXTERIOR 6"MAX. (3)TRACK WEEP HOLES - EVERY 24"@ 1.125"X.190"; (6)TRACK WEEP HOLES \ OPT.ANCHOR. ALIGNMENT (1)WEEP.NOTCH EVERY EVERY 24"@ 1.125"X.1 90; — EVERY VER TRACK WEEP HOS LEI NTCH EVERY TO AID IN 24"@1.375"X.5.00" (1)WEEP@0375"X.500" (1)WEEP 24'@1p 1,37EVERY 5"X.500" I , 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED ILLI I ry { OF ANCHORS REQUIRED IN THE P-HOOK. as compiying with the O Florida NY LYNN Building Code FIGURES PERTAIN TO THE FOLLOWING POCKET JAMB NOA-No. 17-0420.06 �.• L,1GEN$F C� I P:. ERpiration Date 04114/2021 = No.58705 (P-HOOK)ANCHORLOCATIONS: VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 ey — - 7&—_ Mfaml-Da Product Control --D C ]k v ANCHOR LOCATIONS C e� J ROSOWSKI =�0 t "T�bF '•�� i 0 0 n !(, Head/Sill C3+1 COPYRIGIAILLRIGHT9RLSFRVEOHIES,INC. NO CHANGES THIS SHEET. �$04/05/17 ��cPS,7�NAL'��G\� 2 Jamb 6 1070 TECHNOLOGY DR P-hook 7 N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS ! 13 OF 21 0 MD-5570.0 z z A A.LYNN 9 5ST05 P.E. 11 CERT.OF AUTH.ft281e6 m p,E.t15tl705 i HEAD 90°CORNER CLUSTERANCHbRS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: F'GUR6sPenT"wT°TME --- rOLLONliNG 90'CORNER SILL ANCHOR LOCATIONS: 4" 4. 4„ 4' 0 4„ 4" 4" 4„ ' o , Head/Sill 1 3.22 EXTERIOR 3.22"EXTERIOR Jamb 5 2-TRACK 90`CORNER 2-TRACK90"CORNER -( iii P-hook 7 °C4'ANCHOR LOGA710N5 �' `C6`ANCHOR LOCATIONS �J 2-TRACK SO-CORNFR EXTERIOR 2-TRACK 9O'CORNER EXTERIOR (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) 'C4'ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS I_ (USE WHERE-C3'IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) &3-22- 4P PRODUCT REVISED 4 4" Rs complyying with the Florida NOA-Na, '170420.06 Expiration Date 04/14/2021 4" 4" 4„ 4„ n 13Y Miami-D a Produc Control- EXTERIOR EXTERIOR 122" 3-TRACK OO' CORNER 3.7RACK 90'CORNER nn3-TRACK 90'CORNER EXTERIOR 3-TRACK 90°CORNER EXTERIOR 'C4"ANCHOR LOCATIONS `C6`ANCHOR LOCATIONS V "C4'ANCHOR LOCATIONS 'C&'ANCHOR LOCATIONS (USE WHERE'CT IS SPECIFIED) -(USE WHERE"CS"IS SPECIFIED) (USE WHERE`C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) F1 C L_4' - - - - - - `� D�Y LYNN'r , e 7 ------ 4' 4" 'tr: NO.58705 4" 4„ o JZ)O (� 3.22" 4" 3.22" r'�S74NAL�1ti1G`\ 4-TRACK 90'CORNER EXTERIOR 4-TRACK 90`CORNER EXTERIOR 4 TRACK 00'CORNER EXTERIOR 4-TRACK 90°CORNER EXTERIOR /hl i i l l i l i i't 'C4"ANCHOR LOCATIONS "G6'ANCHOR LOCATIONS EXTERIOR LOCATIONS °CO`ANCHOR LOCATIONS (USE WHERE"C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE WHERE"C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) A,LYNN MILLER P.E. NOTES: '.E..68706 nGURESPERTAIN TOTHE ro.Lowwceo-coRNEn 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HFAO ANCHOR LOCATONS: VINYL SLIDING GLASS DOOR NOA(LM} 10!05(15 90' 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS, ANCHOR LOCATIONS D m J ROSOWSKI HeadISlll C3 1 - Jamb S 3)TRACK-TO-TRACK COPYRIGWO2017 PGTINaosmIES,ING. a NO CHANGES THIS SHEET. 04105117 P-hook 7ALL RIGHTS RCBERVEO DISTANCE IS 2.375" 2.375" &2.375' 1070 TECHNOLOGY DR FOR ALL HEADS AND SILLS: N.VENICE,FL 34275 (941)480-1600 SGD-5570 NTS 14 OF 21 MD-5570.0 � A CERT.OF AUIH,029290 _ RES PERTAIN TO HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FOLLOW G 135'CORNER SELL ANCHOR LOCATIONS: 135° AX Al 41, 4., ° 4" 4" i ° -- 4,. . . HeadlSill C3 1 TrERIDR eEnELRI0R nEXTERIOR. EXTERIOR Jamb 5 V V 4"_ IRI 4„ P-hook 7 2-TRACK 135'CORNER. 2-TRACK 135 CORNER 2-TRACK 135'CORNER V 2-TRACK 135'CORNER v 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS "C4'ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WI IERE'C3"IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE WHERE"Cr IS SPECIFIED) (USE WHERE-05-IS SPECIFIED) PRODUCT REVISED 4„ ° 4" as comp)ying with the Florida Building Code HOA-Mo. 17-0420.06 4 Expiration Date 04/14/2021 ie EXTERIOREXT ERIOR EXTERIOR By 3.22" V 3.22" Miami-Dad oduct Control 3-TRACK 135'CORNER 3-TRACK 135'CORNER 3-TRACK 135°CORNER 3-TRACK 135'CORNER "C4"ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS '04'ANCHOR LOCATIONS 'C6"ANCHOR LOCATIONS (USE WHERE"C3'13 SPECIFIED) (USE WHERE'C6'IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) 14. 4" 4 4" 4" 411* Ny LYIy '`'•, � ��,.•' y1GENSF�� 5 - _'�•?• No 5870 •� 0 EXTERIOR - EXTERIOR ��-tV••' /�� •: _ F TE O PIE�X.TERIIOR EXTERIOR n 3.22" - ��51 <ORIDA,.••••��\� 4-TRACK 135"CORNER v 4-TRACK 135'CORNER CK 135'CORNER v 4-TRACK 135'CORNER f`is�O NG" 4-TRACK R � ••-� 'C4'ANCHOR LOCATIONS 'C5 ANCHOR LOCATIONS "C4"ANCHOR LOCATIONS "C6'ANCHOR LOCATIONS `rI/ A L 1111`• (USE WHERE-Gr IS SPECIFIED) (USE WHERE CS'IS SPECIFIED) (USE WHERE'Ca'IS SPECIFIED) (USE WHERE-05"IS SPECIFIED) 1 I - A.LYNN MILLER,RE NOTES: "P.E.B 587W FIGURES PERTAIN TO THE FOLLOWING 13F CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 135° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E � J ROSOWSKI HeadlSill 1 - - m Jamb 5 3)TRACK-TO-TRACK COPYRIGHT82017 PGT INDUSTRIES.INC. NO CHANGES THIS SHEET. 04/05/17 i P•hook 7 DISTANCE IS 2.375" 2.375" 2.375" ALL RIGHTS;RESERVED 7 FORALL HEADS AND SILLS: 1070 TECHNOLOGY DR �$ N.VENICE,FL 34275 941-480.1600 CERT.OF AUTH.0292261'11SGD-5570111 NTS 150E 21 1291 MD-5570.0 A HEAD SPLICE ANCHORS LAYOUT{ca INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL: FISURESPEILLANTOTr1EFOLLOW .__—_. SPDCF-D SILLANCHOR LOCATIDIJS:S: SPLICE \ SPLICE SPLICE SPLICE —LOCATION 4" 4„ LOCATION LOCATION LOCATION 4" � 4" ITW EXTERIOR 3.22" EXTERIOR -.—3.22" EXTERIOR I EXTERIOR � Head(S111 C3 1 2-TRACK SPLICE �, 2-TRACK SPLICE 2-TRACKSPLICE 2-TRACK SPLICE Jamb 5 _ 'C4'ANCHOR LOCATIONS 'Ce'ANCHOR LOCATIONS 'C4•ANCHOR LOCATIONS "C6`ANCHOR LUCA1 IONS P•ho0k 7 (USE WHERE'OT'IS SPECIFIED) (USE WHERE"CS'IS SPECIFIED) (USE WI IERE'C3"IS SPECIFIED) (VSE WHERE•C5"IS SPECIFIED) SPLICE SPLICE SPLICE SPLICE LOCATION 4.75" LOCATION 4" LOCATION •4" LOCA1 1ON 4„ E --- - �. PRODUCT REVISED EXTERIOR 4" EXTERIOR 3,22" EXTERIOR 3.22" EXTERIOR 4" as comPI Ing with the Florida 3-TRACK SPLICE 3-TRACK SPLICE (-{_. 3-TRACK SPLICE u 3-TRACK SPLICE d.9HOA-No, odo'7-0420.06 •C4°ANCHOR LOCATIONS -05"ANCHOR LOCATIONS V '04"ANCHOR LOCATIONS -Co.ANCHOR LOCATIONS (USE WHERE"Cr IS SPECIFIED) (USE WHERE'CV IS SPECIFIED) {USE WNERE'C3'IS SPECIFIED} (USE WHERE"C5'19 SPECIFIED) Expiration Date 0411412021 Hy ' Miami-Da Product Control svucE ..._4.75" _ SPLICESPLICE SPLICE —- _ .... 4"... _ LOCATION 4" LOCATIONT LOCATION LOCAMON ^-= „�- 0 0 1 0 EXTERIOR 4n EXTERIOR __ ___ -— -=3.22"__ _ __ EXTERIOR _ _ _3,22" EXTERIOR 3.22" 4TRACKSPLICE 47RACKSPL)CE 4-TRACKSPLICE ------ --'- --4-TRACKSPLICE. ---- - �'' C1NY..Y`.�'rb 'C4'RNCHOR LOCAt'IONS _ 'C@'ANCHOR LOCATIONS "04"ANCHOR LOCATIONS 'CB'ANCHOR LOCATIONS1 �,tCENs�; err% (USE WHERE•C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) (USE WHERE•C3'IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) No.58705 •'.�=• �'.--. OF 4CI NOTES: �r�s '.<ORIDP-...G��`• 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. r��,1QNA1Lt�C1\�� FIGURES PER.vNTOTHEFOLLOWINGSPUCED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A,LYNN MILLER,P.E HEAD ANCHOR LOCATIONS. FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E.#58705 3)TRACK-TO-TRACK A VINYL SLIDING GLASS DOOR NOA(LM) 10105l15 DISTANCE IS 2.375" 2.375" [W2.3jiT, FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F J ROSOWSKI COPYRIGHT¢12p17 PGT MOUSTRiE$,INC. C NO CHANGES THIS SHEET. rig 44/05117 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND 1S TO BE DESIGNEE ALL RIGHTS RESERVED HOadlS01 C3 1 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRQ lamb 5 N.VENICE,FL 34275 P-hook 7 (941)-480»1600 CERT.OF AUTH. H SGD-5570 NTS j 16 OF 21 MD-5570,0 9z A RT979a _ PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDE 90' INSIDE 90' OUTSIDE 135° INSIDE 135°I OOUB� ASTRAGAL SINGLE. SINGLE C INTERLOCK f��nM•n.—,�� TYPES I FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL. ASTRAGAL ASTRAGAL ' INTERLOCK�ZCII STILE WIHANOLF BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER — -- —INTERIOROR OUT (� EXTERIORGLAZED -- _ LOCKSTILE .�,,.i.�a,�.� DOUBLE HH11.. INTERLOCK SINGLE �� S C �� 1 1� ` J LOCKSTILEnniw�.�� INTERLOCK r f I d v ASTRAGAL OUT (xaxouq (eoxlM �1_._ !:r^� — SINGLE SINGLE B / ] P /� C C SC S® >1� S w S® INTERLOCK -+'^^^^�` INTERLOCK DOUBLE IMERLOCK rJ /� !1 6J V LU INUBL FIXED /��9/rw9 - ,/ '�/ d DERLOCK LOCKSTILE STILE 'U t' o/ a R S S FC FD FV FW / , INTERLOCK �, (Bozo"" MOM) LSI LOCKSTILE ® .�(,/r I - J U; ASTRAGAL �,iwvv..++C� "'LOCKSTILE' W) J HANDLE = !P/( ' (BOXOJn (xOX IM SINGLE ASTRAGALLR T ®S INTERLOCK INTERLOCK BOX OUT (Bozo"" M=Ovri faoxcu7j LV ASTRAGAL A I 1 B —I BOX IN /V i! Bo INS+ CF(BOXI o" J ST%SD• CT Cal w ASTRAGAL Z RECEIVER a ASTRAGAL JEL= AT AS CF RECEIVER PRODUCT REVISED OUT.135" V! VS VF ASTRAGAL Buildas complying with the Florida RECEIVER NOA- Cod. OA-N.. 17.0420.06 IN 135° WT 1ep�S t1,p iF ASTRAGAL V V N V Expiration Dato 04/14/2021 RECEIVER Miaml-D a Product ContrO! LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "F"SHOWN. PANEL NOTES: `� pN• . N 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES 8 DESIGN PRESSURE. Q r 13 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 *: No.58705 & *: NOTAVAILABLE. _ _ PANEL TYPES o� JROSOWSKI -�': /t 3)MAXIMUM NOMINAL PANEL WIDTH FORALL PANEL CONFIGURATIONS IS 60". OF ® (yOF z %O STATE CCPYRIGHT U'2017 PGT 1NDUS IMES,INC. a NO CHANGES THIS SHEET. .4 04/05/17 �'n�'•• ��ORtDP,.:'•\��.` 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH ALLRIGFITSRESERVED ----- S '•......•' G�� TYPES QUALIFIED BY THIS APPROVAL,SEE DETA)LS SHEET 10. 1070 N.VENICE,TECHNOLOGY 34275 R aq '/',S'OIVAL 1E�� (941)-480-1600 � f .LYNN MILLER,P.E. GERT.OF AUTH.GIB2SItl b5GD-5570y NTS � 17 OF 21 'oz MD-5570.0 a A ALYNp,E.65tl/U5 [+ 5.875•--•----.y I I 10.635 540 .291 061 � .� .125 -� �.550 � ---►-I I-�_.762 30 04d12 (( O- d .100- � (�� .500 1.930 cl❑.100 ❑ I" �iG��,a.J O �C,✓-_.JU(11.6d81 -.-��•w--.062 .301 ! 1 1.928 �'-'- �-- �� FRAME SCREW -o\ INTERLOCK CAP, 1�2 TRACK HEADIJAMB �6 4 TRACK SILL U COVER(PVC) L ANCHOR PLATE ®TRACK INSERT 10 EXTENDED POCKET 5.178 ey 1.000 252 231 -.060 - j 2.060 .08'0- j 80- r. 8.250 �( 8.250W"�'=Jv 0-- -,_._►� -IQ f f �I 1.435��-I F.0021 1.613 1.9 LJO �O� O7 q .949I�'`iI ❑ ❑ ❑ �I(i 1.813 ED 1.681 1 O'"'g-"..062 •- .060 r 100-1 �j �Q�� •1 BOTTOM p p�RRAIL 12 OUTER SILL 13 COVER .229 17 P.HOOKADAPTOR 18 P-HOOK @3 3 TRACK HEADIJAMB ®3 TRACK SILL 1( (r 10.825 r 5.$75---►I - .540 540 I-r- .000-�j 061 f�-� 22075 -025141 ty .:•� o��s,'---i' - _ .AN .500 j-f- --Yf- 5 .1-a _T 1Do n �. _ 2.607 «1 3 1.406 , 1 2 (�1 IIS! R r ❑ ❑ ❑ ❑ 1.$13 rr-Io'�I -LIL0�111�^ 11 1.6y81 -.-pd_•-.062 -* Ub-A52 ` ! =� ' tom- 329 1 .100 �-` ��JLdtJ t�.vJ` -S. 19 KEEPER EXTENDED 20 KEEPER 21 BARCOVERMENT BAR REINFORCEMENT @ FIXED PANEL CLIP 24 PLATE ORGEMENT d 4 TRACK HEAD/JAMB Q2 2 TRACK SILL 2.51 i 2.838 1.570 r d= 1.625 1.595 r+- - 1.595 I +- -.-.309 IS 3.483 j� .125 2.696080 2.073 .099 2 2.368 22.768 '40Q-` 2.788 t 070 U75- 4.635 4.279 _ .100 .300 2.025 (-,312 I 2.210 -,090 2.116 34 INTERIOR JAMB COVER �- J - t ❑ .110 >*- 1$$ *^I�-.182 .120 -�14--.182 2.710- 1 1.875 �+ PRODUCT REVISED 120 2.291 I .100 as complying with the Florida r 2 70P,BOTTOM � 70P,BOTTOM lNTERLOCK,300 INTERLOCK,400 //�ASTRAGAL EXTENDED POCKET INTERLOCK PANEL STILE,TOP eullding Codc AND STILE ) AND STILE REINFORCEMENT, REINFORCEMENT, REINFORCEMENT 30 INTERLOCK ADAPTER 3i ADAPTER 32 ASTRAGAL ADD-ON 33 AND BOTTOM RAIL NOA-No. 17-0420.06 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date 0411412021 REINFORCEMENT 3.328 3.345 sy 3.452 � � NOTES: Miami-D a pro�ntrol 1.472 - 919 - 1)SEE SHEET 4'FOR I 125. 3.209 .060- 3.713. .000 SILL RISERS. III .125 i� " -, 2.175 046 1.500 3.247 - 3'345 1.060 070 JLC---,229 -�� 065-► � t- .919 FOR SCREEN PARTS. .300 1.170 135°CORNER 135°CORNER 135`CORNER 135°CORNER 90'CORNER 90°CORNER 90`CORNER 3)ALL DIMENSIONS 35 ASTRAGAL 36 PASSIVE MOUNT 97 ASTRAGAL CAP, 38 ASTRAGAL CAP, ASTRAGAL 40 ASTRAGAL CAP, 41 ASTRAGAL CAP, IN INCHES. n I I I 1 EXTERIOR INTERIOR EXTERIOR INTERIOR N\"" i`f LYNiVli �y1GEN3F'. l i -►1.9121+ k .912 .210 252-� 173 tt:' No.58705 065 VINYL SLIDING GLASS DOOR NOA(LM) 10105115 �}= ~K` 1.261 .062 1.261 1.281 rl.2,61 1.261 - V EXTRUSIONS €„ J ROSOWSKI tY =�1 '•. 71 IT jf to 0 7116" 91 711 G" "1116-ji-1116" 1311 G' ° > 142,04/05117 ,STATE OF . g O $2 '$3 .$4 COPYRIGHT©2017 PGTINCUWRIE$,INC. a NO CHANGES THIS SHEET. •.,Ftr<sRipP,.•' SQUARE BEAR BEVELED BEAD BEVELED BEAD CGEE BEAD OGEE BEAD ALL RIGHTS RESERVED _ /�``S ••..... 1070 TECHNOLOGY DR & `7rs7QNAL1 `�� N.VENICE,FL 34275 (941)480-1600 SGD-5570 NTS 111 18 OF 21x MD-5570.0 1' 1£ A A.LYNN MILLER,P.E. ___ CERT.OF AUTII.N20200 P.E.9 58705 1 INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD INTO FRAME JAMS — ASSEMBLY CLIP INTO &SUBSTRATE, ATTACHMENT T CLIP ANCHOR PANEL INSTALL ONE BLOCK AT 84 HEADER TYPE AS USED STILE BLOCK I IN INSTALLATION, ° NSTIALLATION EACH INTERLOCK. o TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL I ° TABLE 1 ONE BLOCK THAT ( ) ea(3)#10 X SPANS BOTH PANELS. 3 #8 X 1.5"SMS i I I 1.1'SMS as FIXED PANEL CLIP9 > FIXED INSTALL ONE CLIP AT THE za PANEL (--(�-i)(2) X 2-114MIDSPAN OF EACH FIXED -1/4 "SMS CLIP PANEL-TO-FRAME JAMB LOCATION. #8Xr'9° III II 1 SMS � � I i ` _ ._ (410 21 BAR COVER \ X 2"SMS ss OREINF.BAR O#8X s1 1-1/4"SMS KEEPER 19 A --/ J \`\ (4)THRU KEEPER @MAX 3.5"O.C.,SEE SHEET 19 e JAMB TO KEEPER TO JAMB p SILL ASSEMBLY \\ ( LOCKING JAMB ATTACHMENT v )� PRODUCT REVISED REINFORCEMENT PLATE as complyying9 with the Florida ❑a 9uilding Cotle ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK KEEPER NOA-No. 17.0420.06 1s @ 34-1/2"MAX O.C. OXXX SHOWN I Expiration Date 04/14/2021 By o I Miam+-Da roduct Control / (4)#10 X B8 2„SMS INTERLOCK INTERIOR 89 CLIP COVER ES EXTERIOR _ \\ 24 INTERLOCK NOD TAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS, REINF.PLATE 2)SEE SHEETS 11.16 FOR ANCHOR LOCATION&SPACING. �� +NY LY/y BOTTOM RAIL 9a#10 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. ;` ��• "'�41 11 . �.•' LIGENSF'•,��•�� SUPPORT I 2-1/2”SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. Q; ,tn� VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ ,y= (2)010 X 1"SMS No.58705 THROUGH SUPPORT, 9z >dr_. INTO PANELSA PANEL ACCESSORIES INSTALLATION J ROSOWSKI =7J 1,R'17 ;:��= t L Q93#tox ASSEMBLY ® srAEF INTERLOCK SILL RETAINER 1-1/2"SMS ALL PANEL CORNERS• COPYRicALLaivilis sEavEO Es,INC. CORRECTED#96 -a 04/05/17 (�S1s•�tORIDP..•'G��:1 kILIP ATTACHMENT WELDED,NO ASSEMBLY1070TECHNOLOGYDR L16N�� INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 _ (941)-480-1600 SGD-5570 NTS 1 19 OF 21 j$ MD-5570.0 �z A 7•LYNN MILLERP. CERT.OF AUTM.k29296 N P.E.A 53705 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: ' cl.11 ) `5 __. /��'•_�(� R G off 0 100 .�.- tp2 143 � RLJ�� 12t 133 123 132 c•�� 129- 1t9 ' 0 HORIZONTALSECTION r HORIZONTAL SECTION EXAMPLE 130 EXAMPLE • 175 ____._ ._ . i 33 tp2 11t 02 131 v, 1pRO0 5 11r ` IICII u 1 R 3^ ..;. 1s5122 AL SECTION EXAMPLE ! 110 `�OR� HORILONT o i 188-. .• _ -. .. ... ... . _... .. - 112 120 1 104 102 HORIZONTAL SECTION 11 7 1,081 t* -1r --1.0$1 EXAMPLE —�{' t � 1.202 1.778 1.778 ,935 — — 050 . 050 •045 875—►y I.— 875—�-{--i 1 020 �0�— t2o SCREEN ret SCREEN 1n SCREEN OXO @FRAME @SIDE RAIL, ASTRAGAL 1.993 1.993 1.8y74 RAIL LATCH ADAPTER —►11 •—.062 4--.062 .062 PRODUCT REVISED as cam.in with the Florida �BOXSCREEN OBOXSCREEN �BOXSOREEN tt 1.435II��+--- g 17.0420,06 7p0 101 102 -?-n-i r.725 NOA-N.. odo TOP RAIL- BOTTOM RAIL . SIDE RAIL L — —- -- -- 0 .766 .782 Expiration Date 04/14/2021 n3 11a 1.020D062 +— 1.593 1.373 12s {r� - ----- --- - .040 .052 _ - miamt-na roductcontra. 101 OSCREEN VINYL @FRAME SILL — — z —.063 2 a $ 23 ASTRAGAL 124 SCREEN i 0 1 0551.6ADAPTER ADD-ONaJJJ tza 1671 .372 BOXBOX BOX SCREEN (9SCREEN SCREEN iO4 SCREEN 145 OXO INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER f 1 t 11 r r r VERTICAL SECTION EXAMPLE EXAMPLE NOTES: `�t �ONY LY/y v 1.306 1)ALL DIMENSIONS IN INCHES. C�•'' �iCENSF'•.!� �—►�1.343 11',487 r055 '-i 1;487 r.05 z, Ij— T� VINYL SLIDING GLASS DOOR MOA(LM) 10/06/15 = NO.587o5 ' 1.51—�� 0'oe SCREEN DETAILS J ROSOWSKI toe BOX SCREEN 107 BOX SCREEN 1oa BOX S'C'REEN HEAD ® b %�,�'•, STATE OF 4l! ASTRAGAL SILL ADD-ON AND JAMB ADD-ON COPiRG4LL ala+is pESEave�. 'INC. NO CHANGES THIS SHEET. r1 04105/17 ASTRAGA %fres•°Lofi{pA,.G�� 1070 TECHNOLOGY DR �..... N.VE L (941)-480-1600 SGD-55701 NTS H 2OOF21 11MD-5570.0 11 '1 A LYPE.M"'P.E. TABLE C: _ TABLE D:BOX SCREEN # Part# Description Material # part# Description Material # I Part# Description Material 1 19001 2-Track Head/Jamb Rigid PVC 42 19085 SIII Riser-(2.1/2") 6063-T6 Alum. 100 12256 Box Screen Top Rail 6063 TS Al 2 19002 2-Track Sill Rigid PVC 43 19022A SIII Riser-(3-1/2") 60636053 TS AI 76 Alum. 101 12257 Box Screen Bottom Rail 6063 TS Ai '3 19025 34rack Head/Jamb Rigid PVC 44 19023A Sill Riser-(41116")� 60^o _ 3-T6 Alum. 102 12258 Box Screen Side Rail 4 19026 3-Track Sill Rigid PVC 45 1S024A Sill Riser-(4-5/8") 6063-T6 Alum. 103 64428 Box Screen interlock 6063 T6 Al 5 19027 4Track Head/Jamb Rigid PVC 50 718609W .187"x.320"Finsaal(Stile) 104 17347A Box Screen Snap-on Bug Flap 6063 T6 Al 6 1 19028 4Track Sill Rigid PVC- 51 71695K 1-1/2"x V x 314"Fin Seal Dust Plug 105 64345 Box Screen OXO Astragal Adapter 606315 AJ 7 19009 Frame Screw COber Rigid PVC 52 71696 Dust Plug 106 17349 Box Screen Astragal Adapter _ 6063 T5 Al _ B 19031 Anchor Plate 6o63-TB Alum. 60 419041 Interlock Clip Cover PVC 107 19039 Box Screen Frame Sill Add-on 6063 T6 AI 9 19007 Track Insert 6063-TS Alum. 61 76153X Tandem Roller Assembly SS 108 19038 Box Screen Head'Jamb Add-on 6063 T6 Al 10 19084 Intedock Cap-Extended Pocket Rigid PVC 62 78153N Tandem Roller Assembly Nylon 109 72XX1X #14-20 x VMS @Top Botailtom s5 11 19036 Battcln Rail Support 6063-T6 Alum, 63 78X76FPTX #8 x 314"Ph.FH SMS @ Roller&Reinf. SS 110 720X112X #1420 x 1.1/2"MS @Bottom Rail SS 12 19006P Outer Sill Cover 6063-T6 Alum. (i4 419042 Frame Header Black Nylon 111 717936 Wstp,.270"x.150 -Fin Seel 13 19011 SIII Track Cover Rigid PVC 65 48052 Roller Adj.Hde Plug PVC 112 61805K `Nstp,.187'x.500'@ Bug Flap 17 19032 P-Hook Adapter 6063-T6 Alum. 66 44385 4 Hole Bumper Stop PVC 113 7S RAZ Standard Roller Nylon 18 . 19020 P-Hook - - -6063T6Alum." "=57•. 70X114FPTX #6x.1-1: Pi,.FRSMS )Bumper Stop 55 114 _ 7S FAX_ HDRoller - � 55. 19 19047M Extended Keeper 6063-TB Alum. 60 71696G Sill Plug PVC 115 varies Screen Locking Hardrrare Steel 20 15029M Keeper 6063-TS Alum. 69 78185X Gemini Mortise Lock w/long Trim plate Sfeel/sS 116 419053 Screen Keeper Steel 21 19014 Reinforcement Bar Cover Rigid PVC 70 71032X1FPFX 102 x 1"Ph.FH MS @Lock SS 117 76X1PPA #6 x 1"Ph.PH SMS Steel 22 19030 Reinbrcement Bar 6005-T5 Alum. 71 varies Handle Kit Cast Zinc 118 1fi92/314 Screen Spline-.150"&.165" Vinyl 23 19037' Fixed Panel Gip 6063-T6 Alum. 72 19054 Interlock Retainer Clip Nylon 119 1816020 Screen Qoih Fiberglass 24 19035' Reinforcement Plate 6063-TB Alum. 75 Kommeding 4SG TPS Spacer System TABLE E:STANDARD SCREEN 25 19017M Top Rail,Bottom Rail and Lockstile 6005-T5 Alum. 76 Quanax Super Spacer nXrWth Hot Melt Butyl See Sheet 10 for # Part# Description Material 26 19046 Reinforcement Composite r77 Quanex Duraseal Materials 120 12033 Screen Frame Rail 6063 TS Al 27 19018' Interlock.300 Reinforcement,Std. 6005-T5 Alum. Cardinal XL Edge Spacer 121 12026A Screen Frame-Side Rail(Latch) 6063 T5 AI 28 19013M Interlock.400 Reinforcement,HD 6005.75 Alum. Dow Coming 995 or GE-7700 Backbedding Silicone 122 17363 Screen OXO Astragal Adapter 6063 T6 Al 29 19019M Astragal Reinforcement 6005•T5Alum. 19090 7/16".Square Bead Rigid PVC 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 30 19083 Extended Pocket Interlock Adaptor 606378 Alum. 7/18"Beveled Bead Rigid PVC 124 19D12B Frame Sill Screen Add-on 6063 T6 Al 31 19005 Interlock Adaptor Rigid PVC 19044 1-1116"Beveled Bead Rigid PVC 125 6FP95K Bug Flap,85+1-5 dura. Vinyl 32 19006 Astragal Add-on Rigid PVC 19045 1-1/16"Ogee Bead Rigid PVC 126 78XI12PSATS #8 x 1-112"Ph.PH SMS(Assembly) SS 33 19004 Panel Stile,Top/Bottom Rall Rigid PVC 84 19016 1-3116"Ogee Bead Rigid PVC 127 712027 Corner Key Wheel Assembly(Standard) Mylan 34 19040 Interior Jamb Cover 6063.76 Alum. 85 71725K" Setting Block 1/2"x 4'x 1116",85+1-5 dura. Neoprene 128 7120278S Corner Key Wheel Assembly(HD) SS• 35 19076 135°Comer Astragal 6063-TG Alum. 86 71726K Setting Block 1"x 4"x 1116",85+/-5 duro. Neoprene 129 wades Screen Locking Hardware Steel 36 19077 135"Comer Astragal Passive Mount. 6063-T6 Alum. 90 781 PSTX #8 x 1"Ph.PH SMS @ Frame Assembly - SS 130 710X34PPSDAX #10 x 314"Ph.PH SMS @ Screen Act. SS 37 19079 135°Comer Astragal Cap-Ext. Rigid PVC 91 78X114PHPT41OX 1#8 x 1.114"Ph.PH SMS @ Reinf.Bar SS 131 78(12PPSMSX #8 x 1/2"Ph.PH SMS @ DoorAst. SS 32 19080 135°Comer Astragal Cap-Int. - Rigid PVC 82 710X1 PNPT10-8X 1;1U x 1"Ph.PH SMS @Reil SuppoR $5 -132 1692/3!4 Screen Spline-.145" Vinyl 39 19078 90°Corner Astragal 6083-T6 Alum. 93 710Xi15PPX #10 x 1-1/2'Ph.PH SMS @ Fxd.Pnl.Clip SS 133 1816020 Screen Cloth Fiberglass 40 19081 1 90"Corner Astragal Cap-Ext. Rigid PVC 94 710X2.6PHPT18-5X #10 x 2.112"Ph,PH SMS @ Reinf.Plele/Ast. SS 41 19082 90°Corner Astragal Cap-Int. Rigid PVC 95 71420X2.25FPFX #12 x 2-1/4"Ph.PH SMS @ Hdr.Block SS 96 SS B7 77100X34PPXX #10 x 314"Ph.PH SMS @ Ext9lPkt.tort SS Building complying omREh the Florida \ vvv (3Ny I LYN/y tCEN '4/� 90 710X2PPX '#10 z 2" NCIA-No. 17-0420.06 Ph.FH SMS @Keeper SS ��a,.•' � SF-'•.C��. Expiration Data 4/14/2021 No.58705 t _ " VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 Mia 1-,Da Product Control - PARTS LIST jm J ROSOWSKI :gyp'. !�rrd7EDF! 4tj�; COPYRIGHT m 2017 PGT INDUSTRIES,INC. ¢ NO CHANGES THIS SHEET. a 04/05/17 ��s ''F�ORIDi�,.''•�� ALL RIGHTS RESERVED- A NOTES: 1070 TECHNOLOGY DR S/ li i/ l 1)ITEMS#14-16.4649,53-59,73,74&87-89&99 ARE NOT USED AND ARE N.VENICE,FL 34275 NOT PART OF THIS APPROVAL, (941)-480-1600 g A A.LYNN MILLER,P.E. CERT.OF AUTH.929298 w SGD-5570 1 NTS 1 21 OF21 MD-5570.0 P,E.N 58705