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HomeMy WebLinkAboutNOA, Windows (single pane) M IAM i-[D4©EG'90 m�A� 1 MIAMI-DADE COUNTY Y PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) `Oo�, 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miatnidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miamni-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:'Series"SH-5400"PVC Single Hung Window—N.I. APPROVAL DOCUMENT: Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.04 and consists of this page I and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. 094 Copy M(AMI•DADE COUNTY NOA No. 17-0630.06 NINOe 7e Expiration Date: July 30,2020 Approval Date: November 30,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.06) 2. Drawing No. MD-SH5400-01 titled"Single Hung Window Installation- NI", sheets 1 through 12 of 12, 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: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega;P.E. (Submitted under previous NOA No. 16-0 714.04) 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FSC Stn Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). / Manuel Pere Product Control E amine NOA No. 17- 63 6 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 1. 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. 2. 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 04116/20. 3. 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 6th 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. j (Submitted under NOA No. 15-0519.06) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 17-0714.04) G. OTHERS 1. Notice of Acceptance No. 16-0714.04, issued to PGT Industries, Inc. for their Series "5400"PVC Single Hung Window-N.I. approved on 08/18/16 and expiring on 07/30/20. i Manuel rxam' E. Product Contro er NOA No. 0.06 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE EXAMPLE FOR 28-1/8"MAX.O.C. 21-5/8" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPAC RATING RADIUS-TOP 52-1/8'MAX.BUCK WIDTH FOR ARCH-TOP HEADER(SIM. 12"MAX.FROM MAX'O.C. HEADER(SIM.FOR ALL VARIES PER REINFORCEMENT NOT RATED FOR FOR/ FRAME SEAM _� 30" 12'MAX / WINDOW TYPES) LEVEL,SEE SHEETS 6-7 IMPACT RESISTANCE WINDOW TYPES) B,SEE�-_._. MAX.O.C. l` // SHEET3 y 52-1/8'MAX.BUCK WIDTH ...� I A,SEE r- -T-� 10"MAX.FROM SEE SHEETS �r 1-114" B,BEE 30'MAX.O.C. f—t2"MAX SHEET 3t i FIXED VISIBLE 1 �' / FRAME SEAM SHD,SEE EET 4 I � 8&9 y SHE 1 I LIGHT WIDTH A,EEE r._. - 12'MAX. B,SEE------- 30'MAX.O.C.+-��12°MAX. C.SEE SHEET 3i II j FIXED SHEET3 _- SHEET4i / + _ IIII / _ SPACED 12" AX.VISIBLE ASEE I—- EQUALLY - EQUALLY 17-718'MAX.O.C. LIGHT 17.718MAX.O.C. SHEET3 ED A SPACNCHpRSPER HEIGHT EQUALLYDANCHORSPER TABLES 6&7 91.78" SPACE17-716•MAX.O.C. TABLES 687 MAX. ANCHORSPER OII1� _ 84' OIOl 82'84O BUCK TABLES6&7 L - BUCK �- MAX I HEIGHT j I MAX• j HEIGHT BUCK BUCK AS SHOWN X I 10"MAX.O.C. HEIGHT X 11 10"MAX.O.C. X_ JIWMAX. 0"MAX.ID.C. HEIGHT 1 X j (91.78" j L._.__ .1 --/7/� I •J—li_ 1• L---- MAX.) EQUALLY /_._._-. 113-3/4-MAX.O.C. SASH _ I133/4•MAX.O.C. /EQUALLY j 113-3/4°MAX.O.C. EQUALLY .-__- SPACED I i � SPACED VISIBLE — SPACED SEEANCHORSPER I ANCHORS PER LIGHT i ANCHORSPER TABLES 687 / A TABLES6&7 HEIGHT It TABLES 6&7 i / + SHEETS 1 / C 8&9 I Al I 1 � 1 fi-1n•MAX. 6-1n'MAX. LL B 5218 MAX�NOANCHBUCK WIDTH _ NO ANCHORS ATSILL �(._ ND ANCHORS ATSILL __J 1�- NOTCH DETAILS, B-- J SASH VISIBLE `\t SEE SILLWEEP- 8 I ` NOTCH DETAILS, O�- 1-1/4' NOTCH DETAILS, LIGHT WIDTH `NOTCH DETAILS, -����III 52-1/8'MAX.BUCK WIDTH WEEP- SHEET SHEET3 SHEET3 SHEET 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 EQUAL-LITE CONFIGURATION SHOWN WITH ORIELPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE TABLES 4-7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). G 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. GENERALNOTES.................................................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, ELEVATIONS......................................................... 1 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 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION.FLANGE&EQUAL LEG/BOX.....3 DEPICTED AS 2X ARE 1-1n'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN&J-CHANNEL...4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GLAZING DETAILS................................................5 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 SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANTITIES......................................... 8-9 6)114'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMSCAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES........................................10 ])DESIGN PRESSURES: ASSEMBLY&PARTS LIST................................... 11-12 A,NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 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 33-1/3%STRESS INCREASE HAS -ASTM E1300-09 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •AISI S100-12 w c plrn6 with dw F�8 10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER Building Code SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINU HSI(3141 AL •AISC 360-10 Am plmm M F i.tio Dste USER11) LI CAB LE EGRESS INSTRUCTIONSQUIREMENTS TOBE REVIEWED BY BUILDING OFFICIAL. ` � NS`Nl`i�' RUPDATED TO FBC 2017.-JR- B;;e,n; nde rroduci ' 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 3 ACCORDING TO THE INSTALLATION CONDITIONS. _*: N0.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN = PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW - - Descrfptlon: Drown fly: OPENING OBTAINED IN STEP I. 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 ORT.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS TE O (` N.VENICE,FL 34275 _ i "-'F \ ` TiBe: Dote: FOR YOUROPENING'S CONDITION FROM TABLES 20R3,AND OR AT SHEET MIN.REQUIREMENTS FROM INSTALLATION.THIS SHEET-SE ARE MET. ss'ONAL NG?� (�1��pmlcRrodol7 SINGLE HUNG WINDOW INSTALLATION-Ni 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU•FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �i 1111111111111 WL RIGKM vSE INE~ Serles/Model: Scale: Sheet Drowirtg No. Rev: NOTEOESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, ALLwOxTS ES.iN� SH-5400 NTS 1 OF 12 M D-S H5400-01 B INTEGRAL FIN OR EQUAL LEGIBOX). A.LYNN MILLER,P.E. P.E.958705 CERT.OF AUTH.029296 TABLE 1:ALLOWABLE GLASS TYPES Glace Design Pressure Frame Glass Frame Frame Type Description(Listed from Exterior to Interior) Table# Sheet# Types Options Conflgs. Shapes Installation Options that may be used 1 3/4"I.G.:1/8"A Exterior Cap+1/2"Air Space+1/8"A Exterior Cap 4 6 (see Fig B) (see Table 1) (see Fig A) (see Fig C) 2 3/4"I.G.:1/8'T Exterior Cap+1/2"Air Space+1/8"T Exterior Cap 4,56,7 ....into 2X wood Frame/Buckstrip-sheet 3,option 1 Equal-Ute, Square/Rect FlangeThrough the frame ....into Concrete/CMU-sheet 3,option 2 3 3/4°I.G.:3/16"A Exterior Cap+316"Air Space+3/16"A Exterior Cap 4,5 6,7 1-4 Oriel/Proview Arch-Top&" of the window. 4 314"I.G.:3/16"T Exterior Cap+3/8'Air Space+3/16"T Exterior Cap 4.5 6,7 (�) &Cottage Radius-Top ..... ....through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 "A'=ANNEALED:'T'=TEMPERED ....into Metal-sheet 3,option 4 ....Into 2X Wood FrameBuckstrip-sheet 3,option 1 Box/ Equal-Ute, Square/Rect., Through the frame ....Into ConcretelCMU-sheet 3,option 2 Equal-Leg 1-4 OdeUPrrnfaw Arch-Top& of the window...... ....through 1XBuckstrip into Concrete/CMU-sheet 3,option 3 ABLE 2:ALLOWABLE ANCHORSROUGH E FRAME (44) &Cottage Radius Top ------------ Group Anchor Substrate Min.Edge Min. Material Min.Fy Min.F. ....into Metal-sheet 3,option 4 _ Distance Embedment Steel Screw 92 ksi 120 ksi Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 P.T.Southern Pine SG=0.55 7/164— 1-3/8° 1841 Screw 60 ksi 95 ksi J-Channel Equal-Lite, Square/Rect.,integral fin...... Into Metal-sheet 4,option 7 #10 SMS ( ) 1-4 Oriel/ProNew Arch-Top& Steel,A36• 3/8• 0.050° 410 Screw 90 ksi 110 ksi (#1) &Cottage Radius Top Through the frame ••••Into 2X Wood FramelBuckstdp-sheet 4,opUon 6 (steal,0 S.S.S. Elco Aggre-GelorlD 57 kei 96 ksi of the window...... ,,,,into Metal-sheet 4,option 8 or 410 S.S. Steel Stud,A653 Gr.33• 318° 0.0451°(18 Ga.) Elco UltraCon® 155 kei 177 ksi Throu h the ....into 2X Wood Frame/Buckstri sheet 4,option 5 A Aluminum,6063-T6• 3/8° 0.050" 9 P- 410 SS Elco CreteFlex® 127.4 ksl 189.7 ksi Equal-Ute, SquarWRect.,integral tin...... ....into Metal-sheet 4,option 7 P.T.Southem Pine(SG=0.55) 7116° 1 3/8" Integral Fin P 6063-T5 Aluminum 16 ksi 22 ksi 1-4 OrisUProdew Arch-Top& 3116"steel Ultracon Concrete(min.2.85 ksi) 1' 13/8' A36 Steel 36 ksi 58 kei ( ) &Cottage Radius-Top Through the frame ....into 2X Wood FremelBuckstrip-sheat 4,option 8 Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" Or.33 Steel Stud 33 ksi 45 ksi of the window...... ....into Metal-sheet 4,option 8 #12 SMS P.T.Southern Pine(SG=0.55) 9/16" 13/8" Steel,A36' 3/8' 0.050° FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES or 4100 SS.S.) (steel, S.S. Steel Stud,A653 Gr.33• 3/8° 0.0451'(18 Ga.) / . B Aluminum,6063-T5' 3/8" 0.063° 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1° 13/8" �j 2 8 q 1/4"steel Creteflex P.T.Southern Pine(SG=0.55) 1° 1.318" r' 1/4°steel Aggre-Gator P.T.Southem Pine(SG=0.55) 1° 1318" �j -- �� Q BOX OR Q 1/4°Steel Ultracon Concrete(min.2.85 ksi) 1° 13/4" y/ FLANGE EQUAL- LEG C Ungrouted CMU,(ASTM C-90) 2-1/2° 1-114' 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 13/4° EQUAL-UTE ORIEL COTTAGE 0 1/4'steel Ultracon Concrete(min.2.85 ksi) 2-1/2' 1-3/4' FIGURE C:FRAME SHAPES Concrete(min.3.35 ksi) 2-1/2' 1.3/4' 1/4"steel Creteflex ­4 BUCK WIDTH �{BUCK WIDTH—�{BUCK WIDTH D Ungrouted CMU,(ASTM C 90) 2-112° 1-1/4° _ 1/4'steel Aggre Gator Concrete min.3.275 ksi 1-1/2" 13/8' Grouted CMU,(AS1M C 90) 2' 2° _ _ T 1 0 3 0 •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. w w = w T J-CHANNEL INTEGRAL 'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. x x S2 x FIN Lw le D D /I j to Wi 1 0 TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH-TOP Min.Edge Min. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCr REVISED Group Anchor Substrate Distance EmbedmenC BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as complying with the Florida DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Ouiiding Code E 2-1/7 x.131'Common Nail P.T.Southam Pine(SG=.55) 3/8' 2-7/16" THE TABLES ON SHEETS 6-9. 111 r r/ Acceptant, 'ratan Dato !11 2-112"Ring-shank Rooting Nall P.T.Southern Pine(SG=.55) 318' 2.7!16' \��� QNY LYNN y� Revlelon: l P.T.Southam Pine(SG=.55) 112" 1-318' `�` '��.•'��CENs'��� ': ANCHORS RE-GROUPED. #10TrussheadSMS 2; F • DndeProduai,' (fr'„'.'> Aluminum,6063-75• 318° 0.050' ��rr (steel,18-8S.S. _ -JR-06/06/17 Steel Stud,Gr.33• 318” 0.0451"(18 Ga.) No.58705 F or 410 S.S.) _*' *::� Steel,A36' 3/8' 0.050" D__ By P.T.Southam Pine(SG=.55) 9/16" 1-318" Deacriptnon: 'n 1 �; 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI #l, SMS Aluminum,6063-T5• 318" 0.063' �pQ '• p N.VENICE,FL34275 (steel,18$S.S. '•, �/ or 410 S.S.) Steel Stud,Gr.33• 318" 0.050' i�� ••.!c(ORIDP,.•' \?� (941}480.1600 Tiue: met Steel,A36• 318° 0,050• ,SSS �1G,� CQFYFU�o2D17 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 /��NAL E\`�� ParrNuusnumitic. MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. I I r r 1111 l t 1 ALL FUGM 0 Serlea/Mode6 Scale: Sheet: Orowlnp Na. Rer. A.LYNN MILLER,P.E. SH-5400 NTS 2 OF 12 MD-SH5400-01 B P.E.s 58705 CERT.OFAUTH.#29296 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X OPTION 1 DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. �-I EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH FRAME INTO 2X WOOD EMBEDMENT 1/4"MAX SHIM FRAME OR BUCKSTRIP. 16 1/4"MAX SHIM --►I I-�- d SEE NOTE 2,THIS SHEET. ` EMBEDMENT T— a : SASH VISIBLE 17 I EDGE FLANGE FRAME y 1 EDGE 0� 18 LIGHT WIDTH _L—L < D ac DISTANCE SHOWN DISTANCE � •� ° • ----- 44 BALANCE —? -. TYPE VARIES ---- - - TYP.ANCHOR �1/4'MAX TYP,ANCHOR TYPE, 42 WITH SASH - TYPE, --- SHIM EMBEDMENT AND WEIGHT 54 EMBEDMENT 2 �a TYP.ANCHOR TYPE, EDGE IRI 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER U� 31 DISTANCE PER -7—a DISTANCE PER SUBSTRATE, SUBSTRATE, EDGE SUBSTRATE,n� I I�--�` °• 7 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. IJD� EXTERIOR DISTANCE SEE TABLE 2, 87 4 SHEET 2. 18 15 ,d FIXED VISIBLE FIXED 19 2p OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL , VISIBLE �LIFTRAIL FRAME I 2 _ILEGIBOX LIGHT BUCK WIDTH HEIGHT FOR ALL WINDOWS: NOTES: SHOWN r FRAME 48 1 ANCHOR @ 3.55• 1)USE ONLY HORIZONTAL SECTION A-A SHOWN I 49 21 FROM END AND AT SUBSTRATE-APPROPRIATE CENTER. ANCHORS LISTED ON TABLE 2, 22 FOR WINDOWS SHEET 2.FOLLOW EMBEDMENT AND 73 a 0 1 OVER 36'WIDE: EDGE DISTANCE LIMITS.ANY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. ADD ADDITIONAL MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. SCREWS @16-3/8" INSTALLATION OPTION SHOWN MAY 14 45 46 47 BE USED ON ANY SIDE OF THE 35 FROM END, WINDOW. FOR WINDOWS WITH 1/4"MAX. BUCKo a 16 BOTTOM LOCKS: 2)MASONRY ANCHORS MAY BE SHIM #10 OR#12 STEEL 1/4"MAX. 50 HEIGHT ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2, SELF-DRILLING SHIM SCREWS @ 8.3/8" SMS(G5),SEE 85 30 FROM END. SHEET THAN 1--11 ALL WOOD BUCKS LESS/2'THICK ARE TO BE EI TABLE 2, D� SASH CONSIDERED 1X INSTALLATIONS.1X SHEET 2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1@"THICK OPT. 86 16 USE EITHER OR GREATER.1X AND 2X BUCKS LATCH OR (WHEN USED)SHALL BE DESIGNED (2)1' 81 30 65 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEG/BOX WEEP LOCATION:6.5/8" DESIGN AND INSTALLATION IS THE SHOWN FRAME NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATIONf-1 INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPTION 4 PRODUCT REVISED 67 OPENING)IS MEASURED FROM as comrAying with On FIorm2 ANCHORED THROUGH ANCHORED THROUGH 1/4'MAX SHIM BEADING TO BEADING. Building Code FQRAME SHOWN FRAME INTO METAL FRAME INTO METAL Acu:P4urc� ! - ��oo_ v ReWslon: Ex iratinn Dnte .27"X1.25• 0�CENS�44 11, NO CHANGES THIS SHEET. BY WEEPHOLE - ° NO ANCHORS ` Q2,•' F•''• Miami ePro#uci W/COVER @ REQUIRED IN VISIBLE LIGHT FORMULAS '•.?� No•58705 2.87°FROM 38 FLANGE OR *7 EACH END. - EQUAL-LEG WIDTH _ *_ -6-1/2' Descriptio^: D-"FRAME SILLS @SASH:BUCK WIDTH By' @FIXED LITE:BUCK WIDTH-4-3/8' ='7� t-"T.-Z Z � 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/60X FRAMES J ROSOWSKI oma' ��� N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) �i CP ''AtORIDP,.•'• (941}480.1800 n#e' Dote: VERTICAL SECTION B-B BUCK HEIGHT/2-3-15/16" �� rS'/ONAL ENG���\ GMmze17 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 COPYIO/7It"Ji111\111 POTINDUSTME8,tNc. Ser/eslModeh Swie: Sheet Dr-Ing No. Rev: A.LYNN MILLER,P.E. ""-t��� SH-5400 NTS 3 OF 12 MD-SH5400-01 B RE. 58705 CERT.OF AUTH.#28298 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT 2X WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR �— EDGE DISTANCE ANCHORED THROUGH INTEGRAL Fes- EMBEDMENT y /� NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR Q1/4'MAX SHIM 1/4"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE ❑(� 18 LIGHT WIDTH 17 ❑ FRAME 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2,SHEET 2. - o (SCREW SHOWN) 44 BALANCE PE VARIES EMBEDMENT TY ------ - ----- �� 1/4"MAX SHIM 42 WITH SASHEDGE - 1 EMB ANCHOR TYPE, DISTANCE Q�a WEIGHT 30 31 a� DISTANCE PER D EDGESUBSTRATE, I'LJII a DISTANCE PER SUBSTRATE, L SEE TABLE 3,SHEET 2. n III-III EXTERIOR TYP.ANCHOR TYPE, 18 (NAIL SHOWN) - CJD 87 INTEGRAL EMBEDMENT AND EDGE 0 FIXED VISIBLE DISTANCE PER SUBSTRATE, 19 � 3 FRAME SEE TABLE 3,SHEET 2. FIXED 20 OPT.SASH TOP LIGHT WIDTH JLHANNEL SHOWN (NAIL SHOWN) VISIBLE LIFT AIL LIGHT FRAME 1 j HEIGHT FORALLWINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55' BUCK WIDTH 49 48 FROM END AND AT 1)USE ONLY 21 HORIZONTAL SECTION C-C CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 73OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4"MAX. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUWSTEEL FRAMING OR STEEL STUD. 8 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. i9 SCREWS @16-3/8" INSTALLATION OPTION SHOWN MAY 14 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: �110'R.12STEEL 1/4"MAXHEIGHT 50 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE RILLING SHIM SCREWS @ 8.3/8" USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 65 30 FROM END. SHEET 2,ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE SHEET 2.❑ TABLES 2 .3, ❑n SASH CONSIDERED 1X INSTALLATIONS. D EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS LATCH(SHOWN) 16 OR BOTTOM DEPICTED AS 2X ARE 1-1/2"THICK OPT. 86 LOCK(SHEET 3). OR GREATER.1X AND 2X BUCKS Q C- 65 /� (2)1" 81 30 63 TESTED UNIT TO PROPERLY(WHEN USED)STRANSFER LOADSHALL BE D FIN AND/OR 31 LOCATION:6S/8° FLANGE REMOVED INTERIOR FROM SASH END. TO THE STRUCTURE.WOOD BUCK 9 IN-FIELD WEEP DESIGN AND INSTALLATION IS THE NOTCHES AT 8D RESPONSIBILITY OF THE ENGINEERINTEGRAL FIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FAME SHOWN REQUIRED FAME EXTERIOR INSTALLATION 7 � SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 IDOPTION 8 PRODUCT REVISED OPENING)IS MEASURED FROM osce Building with the Florida INTEGRAL FIN 1/4'MAX ANCHORED THROUGH ANCHORED THROUGH FRAME INTO BGildieg Code BEADING TO BEADING. r��0�❑ SHIM INTEGRAL FIN INTO METAL METAL(INTEGRAL FIN/FLANGE REMOVED) Aeceptmae FAME SHOWN d 1 1 1 1 f l o ErrotioR Dufe OX � �/ Revfslon: .27'X 1.25°WEEPHOLE -t, `�� ON..L.... ��� W/COVER@2.87" :� 't�••' KENS ��� �'; NO CHANGES THIS SHEET. Dy 38 ` �1 V F '•.( Miami ale Product Control FROM EACH END. ��' •(n VISIBLE LIGHT FORMULAS Q.' ?� TYP.ANCHOR TYPE, < _*; No.5B705 EMBEDMENT AND EDGE EDGE DISTANCE WIDTH = DISTANCE PER SUBSTRATE, _� @SASH:BUCK WIDTH-6-1/2" _•�.Q Description: Dom Br. SEE TABLE 3,SHEET 2. -� EMBEDMENT — @FIXED LITE:BUCK WIDTH-4-3/8" � q MATE ��:�` 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) %O N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) i��•'•-,�(ORIDP,.•'•\��� (941}460.1600 BB0' - Date: ANCHORED INSTALLATION OPTION 5 N VERTICAL SECTION D-D BUCKHEIGHT2-3.15116" . S ��•••• .0�� COPYRI�Mm�77 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ����,�f NAL 1` POT R10t13naE5,INC• Serlee�Mode1: Scro/e: Sheet• Drawing No. Rev INTO 2X WOOD FRAME OR BUCK- ALL RIGHTS RESERVED STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER P.E. SH-5400 NTS 4 OF 12 M D-S H5400-01 B P.E.#58705 CERT.OF AUTH.#29286 �{ 3/4"NOM. 314"NOM. 3/4"NOM. 3/4'NOM. �— 1/8"A GLASS I 1/8"T GLASS I 3/16"A GLASS I 3/16"T GLASS 1/2"AIR SPACE 1/2"AIRSPACE-- 3/8"AIR SPACE 3/8"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 763 (E9_ (E9__ I—F — 76.79 GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 1/2"NOM.GLASS 7&79 BITE TYP. 73 74 31 EXTERIOR 75 a 38 30 PRODUCT REVISED as complying with the Florda 11111111J."", t3idlding Code \111 Acceptanco No , "�,�•p � RaWslon: 6 piretion Date Q •'_%CENSF•,1�� NO CHANGES THIS SHEET. °y • Q'• •.� Miami sdeYrafltctCM o TYP. GLAZING DETAIL _=* No.58705 *= DesarlpUcn: Drawn BY: ATTEEo 1 ;' w� 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI •'•."(ORIDP.••' �'�� N.VENICE,FL 34276 GLAZING NOTES: '��Ss�ONAL (941}-080.1800 rt/e: Date: "A"=ANNEALED //it/t11jj11,1 COPMGKT02%7 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 'T'=TEMPERED PGf UMUSMES,INC. Senes/Modeh Seat.: Sheet: Drawing No. Rev. A.LYNN MILLER,RE ALL R�F115 RESFltVEo RE#58705 CERT.OFAUTH.fY1929S SH-5400 NTS 5 OF IVID ""-SH5400-01 B TABLE 4: War Tip. Bottom Soh Sash 1.4 C"Impumlorphen mogm Design Preesum(11me) nei,L6.1 RoFGWlnmw Rmg9 Wlndaw BudtWId01(In R1 ReWm,l- M) 38 110 32 1361 40 1 1 51175 23.5 Equ"a 11.391 +W.O -108.0 400.0 -100.0 +Wo .100.0 +50.0 •100.0 +500 -iND 400.0 -93.0 +WO -910 SIab910 Coupe 14.517.15.670 .Wo -100.0 +50.0 -100.0 .%0 .100.0 +60.0 -7ND #50.0 400.0 450.0 47.0 +50.0 40.0 26 EgtatM 1f103-14.616 +W.O -1W.0 +50.0 -IND +N.o -1WD +WO _IND 450.0 -10.0 4WD -IND +50.0 17.1 Stamm Plow 11.377-11.582 +50.0 -100.0 +60.0 400.0 +W.O -1WD *Wo AND 400.0 -100.0 .W10 400.0 +50.0 -94.0 T908e1 23.517-25.256 +W.D AND +50.0 AND +000 -100.0 +W.O .1000 +600 -100.0 +60.0 88.0 +60.0 -77,9 Sleedael ODtWW 20.956-23.618 +W.O -IND +50.0 4WD +50.0 400A +No -100.0 +W.O -100.0 +50A 886 460.0 -m.1 t� 37.375 EWeWm 11.517-20.S5T +W,O AND +50.0 •100.0 4WD 4NO 460.0 400.0 +50.0 -IN.0 +50.0 85.0 +W.O 776.0 6t00 PTuhm 14.617.17.516 +No AND #W.O •100.0 #50.0 -IW.O 4WA -IW.O +50.0 -IND 4WD 84.2 +50.0 •782 S1mdo1 11.377-14.518 +50.0 400.0 +W.O AND +50.0 400.0 +50.0 -100.0 +W0 AND +50.0 83.0 #00.0 -T3.6 Telbct 27.63-31.911 +WD -IOOD +50.0 -100.0 480.0 •100.0 4WA -970 +500 898 +WA .76.0 +50.0 -71.0 --_ _-- ---CWmm Ste 26.517-2rTm +mD -100.0 +W.v -100.0 +50.0 -f 00.0 400.0 -imD .No AND 400.0 423 ,50.0 .730 -- a HEADER - - -- - -- - --- ---- 6lormrdCotmpe 23.517.26516 +50.0 -100.0 +50.0 .100.0 .50.0 400.0 +50.0 -100.0 #WD 400.0 +000 -79.0 +50.0 •70.9 44 EgtcFte 23 17-23.516 +50.0 -100.0 +N.o -100.0 .WD -100.0 +W.O -100.0 .WO 400.0 +W.O .78.3 .60.0 -002 Slmmm PleAOw 17.617-20.516 +WD -1000 +W.O -100.0 +WO •100.0 460.0 -100D .50.0 -100.0 +50.0 -78.6 +WD -70.4 - CletomSW 14AI7.17.516 #No AND +W.D -100.0 *WD AW.0 +ND -100.0 #60.0 -1040 4WO -79.5 .WD -71.2 Stbd"t 71777.14316 +5040 -Imo +500 -imD 450.0 -100.0 +50.0 •100.0 400.0 -94.1 4W.0 -168 +50.0 -71.8 Telb41 31.667.35.911 +WO AND +W.0 AND +50.0 -No iNo 893 +WA 89.3 #WD 440 -Wo 09.1 Blamed CottaW 26517-31.582 +WO -IND +50.0 -100.0 +50.0 •IW.o +W.O -IND +WO 468 +WO •73.8 .50.0 869 &pv116e 20.517-26.516 .50.0 -1N.o .W.o -100.0 450.0 -IWo .W.o •1m.o .W.o -37 .so.D .71.6 +60.0 83.9 a O MEETING RAIL 48 StwABm PMAft 17.517-2D.5LO 4WD -100.0 +50.0 -100.0 450.0 -100.0 +W.O -IND +WD •97.1 +50.0 .74.9 Wo 470 23 Ceti-Ste 14817-17.616 +50.0 400.0 +N.o -100.0 +500 400.0 +WA -1010 +WO -92.0 450.0 -763 450.0 88.1 I 26 0 Ctetmn Sin 12bI7-14.516 ✓50.0 400.0 +50.0 .100.0 .WD -100.0 .W.O 88.7 ,WO 87.6 +50.0 •73.8 +W.0 86.9 D e 91176591 11371-12.s18 450.0 -100.0 +50.0 -700.0 400.0 -960 400.0 83.6 400.0 -69.7 #60.0 •727 450.0 813 V. Tml t 3208-37238 +50.0 -100D .50.0 85.4 450.0 -80.3 +50.0 422 +50.0M�7.1 +W.O •71.8 450.0 86.6 Stmdartl Cettape 26.517-33207 4W.0 -Im.O .WO .100.0 MD •1000 +50.0 AND +50.0450.0 -71.1 aW.O 830 § EglRte 23.617.2!116 +W.O AND +50.0 -100.0 +W.O 400.0 +No -IND +WO +50.0 -72A .W.O 85.1 � 23 49 6 Cualwn Ste 20.517.23.518 +50.0 -100D +50.0 -100.0 .WO -100.0 +50.0 AND 4WO +50.0 -722 +50,0 85.1 Bimmad Prabw 17.517-20.516 +50.0 40MO +50.0 -700.0 .50.0 AND 4WD -100.0 +W.O4W.O .73.7 450.0 85.8 cmtom ata 14.517-17.616 #50.0 -700.0 .50.0 -108.0 +W.O -100.0 .50.0 .99.0 +50.0 +50.0 -75.1 +50.0 87.1 EXTERIOR SASH Cu t_si. 12817.14.516 #No -100.0 WD -100,0 .W.O 43.7 +WD -92.5 .baa +60.0 .17.2 +50.0 874 EXTERIOR a HEIGHT SMM4I 11.377.12.516 400.0 -IW.0 +50.0 898 4WD 88.7 +50.0 87.0 +WO +50.0 89.5 +W.O 81.1 J15 T61bat 36617-11.644 #50.0 -100.0 +W.O 828 +WD -71.2 +W.0 863 4WD +W.O 88.1 .50.0 862 6t6rdard 4blmpe 31.517-35.515 450.0 -100.0 +50.0 492 +50.0 88.3 +50.0 88.8 +000 +50.0 817 450.0 86.6 JAMB O Eqy .50.083.7 26.517-31.316 *WO 400.0 +WO •10.0 +Wo 4WA 460.0 48.7 + O +50.0 43.7 4W.O 86.3 SImWO Pmdew 23.517.28.516 +WD -IOOA +WO 48.7 +W.O 47.6 +WO -No +WO 41.6 +60.0 84.4 450.0 872 23 3 cuawaste 20.017-23.516 +50.0 -imD 1 +50.0 88.3 +50.0 -17.0 +50.0 -74.6 +WO .73.6 +50.0 40.6 4W.0 48A C.tom Ste 17.517-20.516 *WA -97.3 +WO -79.9 +50.0 467 +50.0 85.8 +WO 447 *WD .608 No 85.6 D Clefem Ste 14A77.17.516 +W.O 49.6 +50.0 -73.0 4W.0 81.9 +WA 869 +WO 87.0 #50.0 85A +W.O 828 $ILL Cletomalie 13 17-14.516 +60.0 48.1 +WD -70.0 .50.0 -59.0 4W.O 89.0 +W.O •3.9 +W.O 82.4 15010 81.3 Shoe.! 11.881-13.016 +6000 83.7 +WO 87A 450.0 87.0 +50.0 83.9 4W0 81.6 +Wn 800 +50.0 No Tw"t 3.9,517-41.644 460.0 -100.0 aWo aZA +WA .71.2 4W.D 80.8 *WO 47.1 +WD 80.8 750.0 43.0 Cud-Ste 36517-39.615 +500 •100.0 +50.0 -WT +50.0 -Tr.a +00.0 -75.0 1 400.0 1 -74.1 400.0 411.7 No 43.1 EoueWle 35.517.38.516 No •100.0 +50.0 • o +WD 40a +50.0 •78.5 +50.0 -77.9 1 .50.0 80.0 .50.0 1 .514 75 Ct..ate 32.517.35.516 +W.O AND +ND 453 +50.0 -74.0 +W.O -71.4 +WD -707 #N.0 407 #50.0 42.5 t� St4ndmd Pn 29.517.31516 ✓.AD 1 .24+8 +50.0 •77.5 .50.0 48.3 #50.0 83.3 +WO 41.8 +ND 897 .50.0 83.0 cmt-sua 26.517-29416 .50.0 4r.2 +W.o .71.0 +50.0 460 .60.0 469 +WO -61.5 +W.O 43.5 4WD 41.4 SECTION DETAIL FOR WINDOWS WITH Slndeet 29.616-26.618 +50.0 .89.0 400.0 .69.0 +50.0 -38.1 +50.0 85.0 +50.0 43.0 +W.O 81.4 #WO 80.6 Equ61i6a 36517-41.844 .50.0 -91.6 .50.0 -77.5 .Wo 40.3 +NO 433 .50.0 412 450.0 -59.4 +W.O 40.6 LEVEL R1 REINFORCEMENT$GLASS TYPES 1-4 ea M1errlste 35.517-36.516 .WD -674 .50.0 -71.0 +50.0 40.0 +50.0 40.9 +Wo -54.9 450.0 -53.5 .50.0 4o.e (REINFORCEMENTS SHOWN IN FIGURES SlmdwPtwiew 39.815.35.518 #5040 •3.7 .W.o 472 .Wo -57.0 W.L.+ 889 .WO 87.9 +50.0 40.0 +50.0 4D.o ABOFORCEVE(REINFORCEMENTS TO OWNFRAIN FIGURES 91.79 Talleel •• -41.644 450.0 -87.7 400.0 472 .50.0 .67.0 +50.0 83.9 .WO 41.8 .50.0 -m.0 +50.0 40.0 CONFIGURATIONS) SEEYPES& TABLE 6,SHEET 8 FOR ANCHOR GROUP AND QUANTITY. "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 PRODUCT REVISED a9 complying with the Florida Building Code 1111 I 1 1 1 1)/7 A cept5nco 1•b! -063D.D(, . N....... ., ReHNon: F.. iratNI"Dow 2�1D 1.1GENSF'•.�� NO CHANGES THIS SHEET. +'y Q••• •.t�� 1"110/171 sde Product NOTES: z* NO.58705 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME -'� DesaiPOon: Dram 9y: OR INTEGRAL FIN. '� � . 4J� 1070TECHNOLOGYDRIVE DESIGN PRESSURE TABLE J ROSOWSKI �0 - STATE OF !V. N.VENICE.FL 34275 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT ISAS PER THE FIGURE. ��4,�s''• ORIOP•.•'G\=`� (g41).g 1600 Rtl°' : SINGLE HUNG WINDOW INSTALLATION 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR '/f// ONAL E?1PGT MMJSTPJM�` owwoDR7em,7 -NI 05!15/15 HEIGHT DIMENSION SHOWN ON THE TABLE. I II I I)I 111111 ALL PA RESER�ImB4E Sod-lModsl. SrnH: SAeet• D-aing NO. Rev: A.LYNN MILLER,P.E. SH-5400 NTS 1 6 OF 12 MD-SH5400-01 B P.E.#68705 CERT.OFAUTH.029296 TABLE 5: ' a•.1YP•• aatwnswo sash oesfori Pressure Ib51T12 2.4 DarryAbn,uldwn Hdgt9 ( ) 31177.Uwl R.OQ 76da4 Rwp Wnd..Burk Wdtlt In M wort 8M M) 1. 26 32 36 1 40 Ga 52-125 236 Equal0la 11.391 +65.0 •130.0 +65.0 -130.0 .650 -138.0 +65.0 -130.0 1 +85.0 1 -130.0 +63.0 1 •128.0 1 +63.0 -120.0 Stanlanl COttap 16317-15AW0 4fi5.0 -130.0 +65.0 •130.0 +65.0 •130,0 +63.0 -1300 +95.0 4300 +65.0 1 -127.0 +65.0 -1100 28 Equ 11383.14.616 +65.0 -1300 +65,8 430.8 +65,0 -130.0 +6540 Ana +650 430.0 +85.0 -130.0 .66.0 -130,D 61wdaN Plw6W 11.377.11382 .65.0 -130.0 .650 -1300 +65.0 -130.0 +66,0 -130.0 +65.0 -130.0 +65.0 430.8 .6540 -123.0 Talbn 11.617.25286 .65.0 430.0 +65.0 -130.0 .65.0 -130.0 +63.0 -130.0 +850 -130.0 +65.0 •122.0 .65.0 -113.0 4 SlerdanlWit. 4 20.958-9 30. 318 +65.0 0 +660 30.0 +65.0 •130.0 +60.0 -130.0 +650 -Ina-1A +65.0 •121.8 +65.8 •112.3 37.375 Eaa4Ra 17,617-20.957 +65.0 •130.0 +65.0 •130.0 065.0 -130.0 +67.0 -130.0 .650 -130.0 +850 -121.2 +85.0 -109.3 Slwaiwd PW- 14.517-17.516 +650 •130,0 +65.0 •130.8 +65.0 -130.0 +65,0 -130.0 +65.0 -130.0 +65.0 -122.2 +63.0 -1102 Sladeal 11371.14.618 +65.0 •130.0 465.0 -130.0 +65.0 •138.8 .87.0 -130.0 .85.0 •130.0 +65.0 •1108 +65.0 -107.0 - - - - Tww 27.683.31.911 +65.0 1 -130.0 I 165.0 -130.0 1 465.0 -130.0 +65.0 -127.0 +650 -1160 +65.0 89.0 +65.0 93.0 a - --- - _CmWnsln 26.517-276682 465.0 .130.0_ .650 430.0 .65.0 30. -130.0 065.0 •10 .65.0 -138.0 +650 -1163 .65.0 -103.4 HEADER SNrldard Cdnp 23.517-26.616 +63.0 -130.0 .65.0 -130.0 165.0 430.0 465.0 -130.0 1 +610 430.0 +650 •110.6 +65A 892 K Et7a1.0.e 20.517-23.518 +NA •130.0 +650 -130.0 .65.0 -130.0 +66.0 -130.0 +65.0 1 4300 +65.0 4096 .6500 AM Stanmcd PmWsw 17.617-ID316 +650 .130.0 +65.0 430.0 4650 -130.0 465,0 -130.0 .65.0 4300 +65.8 -1099 +65.8 858 CV9f Sve 14.617.17316 +650 -130.0 +650 430.0 +65.0 -130.0 +657 -130.0 .63.0 430.0 .85.0 -111.3 .65.0 A9.7 6101001 11.377-14.718 .65.0 •130.0 +65.0 -130.0 +65.0 430.0 +66.0 -130.0 .65.0 •130.0 .65.0 •113.0 +657 •101.7 Talkri 31381-15.911 +65,0 -130.0 +650 4300 +657 •1272 +65.0 •125,1 +650 -1160 +650 A9.D +65.0 83.0 SIB6dwd Cattap 26617.31.582 +650 430.0 +65.0 •130.0 +65,0 -130.0 +85.0 -130.0 .850 •130.0 4650 -1013 .850 811 EgmN1e 20.617.26.516 036,0 -130.0 +65.0 430.0 .65.0 -130.0 +65.0 -030.0 .65A 430.0 .65.0 -100.2 .65.0 893 O MEETING RAIL 48 stwdad R048w 17.317-20.515 .65,0 1 -Ina 463.0 -130.0 +Wa 430.0 +65.0 -130.0 485,0 -130.0 .650 -956.8 +65.0 43.7 23 - Culwn8h 14.511.17318 +65.0 •130.0 465.0 •130.0 +65.0 430.0 .658 -130,0 +65.0 430.0 +65.0 -108,8 +630 853 27 0 Cn,O.5b 12.617-14318 +85.0 -130.0 +660 •130.0 +65.0 430.0 1 +66.0 1 430.0 +650 -Ina +850 -1189 +65.0 ASB Slndoat 11.317.12318 +65.0 430A +65.0 430.0 +65,0 4300 465.0 •130,0 +650 -131)a .65.0 •114.0 +65.0 -101.8 Telb9l 3]108.37.636 +65.0 430.0 .66.0 -1350 +66.0 416.0 .86.0 •115.1 +610 1 -114.7 +65.0 400 +85.0 -93.0 0 2 Slaldard C.".p 26317-31.207 +650 -130.0 +65.0 -1300 +65,0 4X0 .650 •1307 +610 -130.0 +65.0 Asa 55.0 88.8 Q a O Eq.H 23.517-28.516 +650 430.0 +65.8 -1300 +65.0 '130.0 +65.0 430.0 +65.0 430.0 .86.0 •101.9 +65.8 01.1 23 IB326 Cptan Gln 20.517.21616 +65.8 •130.0 +65.0 -138.0 +65.0 •130.0 +65.0 •130.0 .63.8 -130.0 .850 •1020 .65.0 41.2 6_W,_ 17.017.20316 +63.0 4300 45.0 -130.0 +66.8 •130.8 +65,8 -130.0 +65.0 430.0 +65,0 4012 +65.0 AM c'.tan Bae 14,617-17 318 +1150 430.0 465.0 •130.0 +66.0 -130.8 165.0 430.0 +660 •130.0 .650 406.4 +650 43.9 ERTERIDH SASH .t-sin 12.517-14 318 .650 •130.0 +65.0 -130.0 +66.0 -1]0.0 466.0 •129.6 .650 •129.5 .60.0 -1p.6 +65.0 47.4 E6RERgR a HEIGHT SMleat 11.377.12316 +650 438.0 +65.8 -130.0 +658 -1241 +65.0 421,0 +850 421.7 465.0 Al3.2 +65A AMA T"el 36.517-41344 +650 •1300 1 065.0 •115.8 1 165.0 1 -99.7 +65.0 05.9 +610 -93.9 +611) 427 +65.0 4" StzN C.4tap 31,317-35518 +856 0 •130.0 465.0 -1310 .650 -123.6 +85.0 -121.2 +65.0 421.0 +63.0 Asa +650 -79.3 Eqw 26.617.31.318 .658 430.0 +650 -130.0 0650 -Ina +65.0 -130.0 +65.0 4182 +65.0 492 +SSA 46.8 JAMB O BIwIOwtl P-i-1 23.517-26.616 4660 -130.0 +65,0 -130.0 +65.0 -122.9 +65.0 4204 +650 4282 +65.0 •913 +65.0 1 81.0 23 62 Cw1wn sae 20317.23618 +6560 -130.0 +65.0 -123.7 •65.0 407.9 +65A -104A +650 -1011 +650 430 +65.0 820 Clwtun sa4 17.517-20.816 +65.0 -130.0 .65.0 •111,9 +65,0 851 .85.6 421 +660 896 .65.0 89.3 +650 A4,6 Ciwl•w$ae 14.517-17316 .65.0 -125.4 +65.0 -1022 +63.0 -857 +ma 82.4 +650 -72.6 +85.0 -782 +65.0 -782 SILL O C 8 Slee 13.817'14,018 .850 -120.8 +67.0 46.0 4650 828 485.0 -754 +650 -70.6 +65.0 -730 +65.0 •nA Bh6da8l 11.884.14.018 -Na -117.1 +63.0 449 46:7.8 -79.8 +65.0 •730 +810 -723 +65.0 -70.0 +65.0 •i00 LLL���� 701301 39317-41344 +650 •130.0 .65.0 4158 +65.0 •097 +062 410 +810 -27.9 +630 41.9 +63.0 -742 Gwtwn slag 36617-39.516 +65.0 •130.0 +63.0 -124,2 +66.0 -1054 +65.0 406.0 +830 4017 +860 04.9 +65.0 •74.3 Equa381a 35317.38.516 .83.0 -130.8 +65.0 •128.0 +65.9 •113.1 .65.0 -109.8 +610 •109.0 465.0 84.0 .63.0 -730 )6 Cint6m IPn 31517.35.816 +65.0 -130.0 465.0 -118.6 .65.0 -1033 +650 •99.8 +65.0 48.3 +65.0 44.2 +65.0 -73.8 slan0wd PrO.bw 29.017.32316 +65.0 -Ina +65.0 -1055 +65.0 -925 +65,0 A947 +610 46.3 +65.0 4fi.2 +65.0 -74.3 Ciabm am 28.911-29616 +610 422.1 +650 493 +11a 439 +650 .78,7 +65.0 1 -76.9 +05.0 -749 .53.0 -74.9 SWIM 25,518-26.618 +85.8 -119.1 .66.0 45A .65.0 AM +66.0 47.1 +65.0 -74.2 .65.0 41.9 A5.0 .7.9 SECTION DETAIL FOR WINDOWS WITH Eq-m 38317.0.644 .65.0 -Ina .65.0 408.5 +65.0 -928 +65A 08.7 4650 •813 +85.0 813 +65.0 40.8 LEVEL R2 REINFORCEMENT&GLASS TYPES 2-4 54 '52,sl na17.36.516 465.0 -122.1 +65.0 493 +657 018 +65.0 •797 +650 -769 +6510 -74.9 +66.8 -711 slwmwdPralew 33.016-35,516 .85.0 -117.1 +630 -943 +650 •79.8 +65.0 .7504 .650 -n.6465.0 -70.0 +63.0 -10.0 (REINFORCEMENTS SHOWN IN FIGURES 91.76 TOW •• -41.04 005.0 -117.1 +690 44.9 +0A -79.8 .65.0 -76.4 4650 -0.e .65.0 -TaD +650 -70.0 ABOVE APPLY TO ALL FRAME TYPES 8 SEE TABLE 7,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 ¢i.ODucr REV13P17 m csalplying witis the i3bdli !)u0ding Code �1� 5 11 1 1 1 1 1 1 7/7 AcccplMc6 NO, "f��0�W YIV/v ROVWQe: 'union Date ='t�•''L\CENSF?1��`�% NO CHANGES THIS SHEET. By Q'.• .(�% Mianti ado Product *; NOTES: No.58705 _ •; �• 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME -"0 ; Doac7fp0ort: Drawn By. OR INTEGRAL FIN. }. 1070TECHNOL0GY=vE DESIGN PRESSURE TABLE J ROSOWSKI O N.VENICE,FL 34275 2)FRAME DIMENSIONS ARE BUCK.SASH 41223041735 AS PER THE FIGURE. ��(� '••;°�ORIO);••''•\2 � (941}480.1800 Pus' Date: _ ntPi3+60H7m2t„7 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR ////IIItI1l1\71 POT R0IWIPoEs,NC. S67fos�Alodd: Scab: 571061 Drowtrlg No. Rer. HEIGHT DIMENSION SHOWN ON THE TABLE. ALL RIMITS RESMUM A.LYNN MILLER P.E. 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EQUAL LEO FRAME 1.185" 1375° O HEAD/JAMB 77O HEADIJAMB 1.375" O HEO HEAD/JAMB LIGHT SASH } 23 REINFORCEMENT 3.483° �Pm�ooPo❑o �P'rPmDioo o❑o P�P�3D.4�83O'o O❑o a� 070" ---1 1.182" --11.182" 3.483' om .062' 3.483" --v .070" - 44- .062' j6-2" 791^ 1.036• 1.041"�n� 1 130 ' 2.444° 1.331" 1.340' 2.444° 2.444" 2.444" STANDARD L MEETING REINFORCEMENT REINFORCEMENT .625' J-CHANNEL '625" �FLANGE T 1.375' O FRAME SILL `�J FRAME SILL - 1.375• O7 SILIL FRAME O FRAME SILL FI 1.641- +{ -�{ 1.215" 2100' �+ 1.472' 1.565' 1.630' 1.376' 2.176. ' :2 .065' .065' 1.375" 590" o O .974" .590' _ .471" .347" 355' I .035' .070° .050' .050" FIXED BALANCE SASH STOP LIFT 1 000• I'-- IL LIFT RAIL 070'BEVELED BEVELED 14 MEETING RAIL 16 SASH RAIL 17 COVER 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK O INTERLOCK COVER pRODUCT REVISED as cemptying with the Florida Building Code I I I I! Aoceptsnca No I 'Q Dr 020 NY LYN1y Redelan: Fap rar on Dna .316" .300' - `�� �Q �/ �� BY �4' 3or ��}''�ICENSF •.l��,; NO CHANGES THIS SHEET. u, pro&a - Q (�.7sa .750 U 54 No.58705 .035" 025" -�p�-� .(/nom •- *_ ® Description: Drown BJ^ O O EXTRUDEDI O ROLLED %?J '. (�/22'�;'�Z 107�TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI 73 IG BEAD 80 81 A SCREEN FRAME SCREEN FRAME O,�•.. ST TE O (V Ti6e: Dote: F '•.�<ORIDP.•'' ��; �%�+ -�� SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 �ONAL�NG��` Pcrl�Ndu rn`Es�'iNc. r I, 11,t Serfea/Model: scold, Sheet Droving No. Rer. A.LYNNI�IL�ER,P.E. aLL l:loMs�ta�o SH-5400 NTS 10 OF 12 MD-SH -01 B P.E.K 58705 CERT.OF AUTH.1129296 TABLE 8: TABLE 8,CONT.: SILICONE 40A MELT BUM BILI of Material 6111 of Material,cont STRUCT # Part# Description Material # Pert# Description Material STRUCTURAL SILI3/16"NOM. POLYISOBUTYLENE 114'NOM. 1 620101 Single Hung tame Head&Jambs-JZ1lannel PVC 4 720197 Auto Lock Mechanism C Steel 2 620102 Single Hung Frame Head 8 Jambs-Flange PVC 46 72019889 Sweep Lock Cast Zinc WITH DESICCANT DESIC 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc EXT.GLASS EXT.GLA 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180P7X#6 x 1-118"Ph,FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cost zinc 6 620106 SH/OH Frame Sill-Flange PVC 50 78X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame Sill-Fin PVC 51 420181 LJR Beveled Tilt Latch Comer Key PVC INT.GLASSLASS 8 1 620108 SH1DH Frame Sill-Equal Leg/Box PVC 52 420182 LIR Pull Rail Tilt Latch Comer Key PVC ---- _ 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 76 n ne 17 62D134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 4SG TPS SPACER NXT 16 620133 Sash Stop/Screw Coker PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rall Interlock 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cater PVC 58 720192 Metal Tilt Latch Finger Pull Cast One REINFORCEMENT POLYISO• DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 AI 59 420180 Pivot Bar Comer Key PVC BUTYLENE 5/1s"NOM. 22 620145 Beveled Interlock Coder PVC 60 720206 Piwt Bar SS 5/16"NOM. SEAL 23 620150 Light Sash Reinforcement 6063 T6 Al 63 720191 Sash Pull Handle Cast zinc BUTYL 8 SILICONE SEAL DESICCANT ROLL•FORMED 26 620153 Standard Meeting Rail Reinforcement 6005 TS AI 64 720194 Sash Pull Handle With Latch Assembly cast Zinc FOAM STAINLESS STEEL 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT GLASS 30 61644 Weatherstrip,.187'x.270"Fin Pile 66 420188 Bottom Latch Strike Plate Cast One EXT.GLASS 31 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 67 7858B #8 x 518"Ph.FH SMS Strike Plate Screw SS 32 61719 Weatherstrip,.187'x.220"PolyPile 73 720136 I.G.Bead PVC 33 61825 Weatherstrip Plug,.220'Finseal 74 Back bedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 35 78X1MTrf 48 x 1"Ph.PH SDS(interlock Mounting Screw) 75 71646N Setting Block(71&'x 1"x 118"),85+/-5 duro. EPDM 36 78)GTHPX #8x 3'Ph.PH SMS(Meeting Rail Screw) 410 SS 80 61012 Extruded Screen Frame Alum DURASEALvXL EDGE7m 37 71669SP Meeting Rall Screw Support Plate 6063 T6 AI 81 61011 Rall-Famed Screen Frame Alum 7s 7: 38 720210 Weep Hole Cover PVC 82 7CKGLB21 Screen Comer Key for Extruded Frame PVC SPACER SPACER 40 720X%)00( Constant Force Balance 83 47042 Screen Comer Key with Pull Ring PVC 41 #8 x 314"Ph.FH SMS(Con.Force Balance Screw) SS 84 47041 Screen Coma Key without Pull Ring PVC 42 Spiral Balance 85 7CASPM Tension Spring SS 43 _ 720205 Spiral Balance Shoe Nylon 86 61816C48 Screen Cloth Fiberglass 44 78X114FPAX#8 x 1-1/4'Ph.FH SMS(Spiral Balance Screw) 410 SS 87 61635/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl Part# Description Material PRODUCT REVISED 76 Kommerling 4SG TPS Spacer System guild "tnm u 0&3Ias 77 Quanex Super Spacer nXr with Hot Melt Butyl See this ,I I r I I E�a����1�3fl•tiL Sheet for Ly �., aevrsion: 78 Quanex Duraseal Spacer .` ,SON. • NN Materials -,.'�tCENSF NO CHANGES THIS SHEET. ii. rr dQtc 79 Cardinal XL Edge Spacer •' REFERENCE TEST REPORTS:FTL-8717,8968&8970 * N0.58705 _.0 Descrtptiore Drawn or. =-A 1 1070 TECHNOLOGYDRivE BILL OF MATERIAL(BOM) J ROSOWSKI �t7�•, TE p /�:��` N.VENICE,F1.34275 NOTES: s•'•FtORIDP,.•'• �� (911}4841800 710e: Deb: �, Sj NG`` 00P�H 02017 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FORAA EXTRUDER CODE. 'i/111 11111 µP°y w ®rte' �Hs+IM�sh. Srnle: Srro�t: Drowlrq No. Rer. 2)ITEMS#9-13,15,24.25,28,29,34,39,61.62,8 68-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.LYNN MILLER,P.E. SH-5400 NTS 11 OF 12 M D-S H 5400-01 B P.E.#58705 CERT.OF AUTH.#29298 OPT.SWEEP LOCK • _(48 OPT.AUTO LOCK 18 46 47 20 57 OR( 48 51 OR 52 1 / 85 45 15 P .0T PULL RAIL i 82 OR(�D 19 INTERLOCK& COVER 87 86 35 OPT. MITERED FRAME WITH 21 INTERLOCK &COVER INTERIOR AND EXTERIOR BEVELED FRAME WELDS 18 5 X4 4 1 X4 6 53 so 80 OR 81 44 14 VvWowo�s�------- .— _­ ""I SCREEN ,,V,C ; 60 OPT.PULL HANDLE I , , (�� WITH LATCH ASSEMBLY od- '�& DETAILS I �64 CONSTANT FORCE _8 _(� BALANCE OR 83 OROPT _(4�OR 43 SPIRAL BALANCE HXNDLEPULL 63 67 1 16 MITERED FRAME WITH SASH FINTERRAME WELDS IOR AND EXTERIOR 37 ASSEMBLY 66 ---------- 36 DETAILS EXTERIOR ATTACHE 59 --------- -—------- WDUCT REVISED 51 complying withthe Flor* '10ding Cod. -- ------- ---------------------------------•---------•' ------------------------———-------- FRAME 0. y -1' Expimfion Date NO CHANGES THIS SHEET. ASSEMBLY13Y DETAILS No.58705 -7 Drawn By. EXTERIOR_ NOTES: —0 it1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI N.VENICE,FL 34275 6f F ­�l 5/15 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING r (941)-480-16DO OR CLARITY. —SINGLE HUNG WINDOW INSTALLATION—NI -�5 2)J.CHANNEL FRAME SHOWN,PARTS#1&5.OTHER FRAME TYPES APPLY. COMN1314r02017 3 FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 8 7. 101VAL S POT INDUSTRIES.INC. SerfeelModel. Sheet- Droolng No. Rew. SH-5400 —IrNfTS71 12 OF 12 MD—SH6400-01 B 4))USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LYNI�lAIYE!Il\.\;.E. ALL RIGM RESERVED P.E.#58705 CERT.OF AUTH_#29206I