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HomeMy WebLinkAboutProduct Approval g"ILE COPY MIAMI•DADE MUM-DADE COUNTY i 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.gov/economy PGT Industries,Inc. RECEIVED 1070 Technology Drive North Venice,FL 34275 MSR 0 2 2020 SCOPE: This NOA is being issued under the applicable rules and egt�l0 pr s_ggy91 q� i p9u a of construction materials. The documentation submitted has been reviewed an acce ed�byIramr=laade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHD). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,-the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"SH-5500"PVC Single Hung Window—L.M.T. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM", sheets l through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0630.05 Mtn [ )AIDEUNrt Expiration Date: July 30,2020 yl ApprovalDate: November30,2017 1)7 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled"Single Hung Window Installation-LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and scaled 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 SpacerO NXIM 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. 16-0714.03) 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. Fn-7964, dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014),dated 05115115 and 08/29117,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. IJL-W9.05) :303AUR,62 Manuel er P.E. Product Contro x iner NOA No.17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(coNmINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(cowl uED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear,Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "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 Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16,expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 51h Edition(2014)and FBC 6a'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 NDA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 1 6-0714.03) G. OTHERS 1. Notice of Acceptance No, 16-0714.03,issued to PGT Industries,Inc.for their Series "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and expiring on 07/30/20. Man Pere P.E. Product Con rol miner NOA No. -0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE HEADER RADIUS-TOP MAX.FROM 54 MAX BUCK WtDTH 21-"* ��CH EXAMPLE VAR EGN PRESSURE RATING _ IMPACT RATING EXAMPLE FOR 28.1/0'MAX.O.C. DOW ( ES PER REINFORCEMENT LARGE&SMALL MISSILE FOR ALL FRAME SEAM 30" 12"MAX, / ALL LEVEL,SEE SHEETS&7 IMPACT RESISTANT WINDOW TYPES) SHEETS '-•i MAX.D.C.I /! .------��,,, 62-1/8"MAX.BUCK WIDTH 10°MAX.FROM B,SEE A,SEE` - SEE SHEETS 1-1/4' ..�.--. +-30"MAX tY MAX. SHEET3t FIXED VISIBLE 12' FRAME SEAM D,SEE _ 8&@ $HEFTS LIGHT WIDTH SHEET4 A,SEESHEET 12` 0,SEE MAX. SHEET 3 '.-- �•MAX.O.C. ,�L SEE FIXED •` MAX 5 EET4 ._.r + EQUALLY .—... EQUALLY '/ 17-7l8°MAX.O.C. ANCHORS PER i /�SPACED / LIGHT 17-718 MAX,O.C. S EE73A.SEE� - 12'MAX 1 I I ANCHORS PER / -SPACED - TABLES 311 / HEIGHT EQUALLY 17-T11�$'MAX•O.C. TABLES 311 II /J 91.78" SPACED /Jf/ I 84" a ! BU K �TAB0 ES RB ERI I j 62' d BUGK -.�. MAX. -r HEIGHT MAX. HEIGHT X 10 MAX.O.C. BUCK 10•MAX.O.C. 10°MAX.O.C. BUCK ASSHOWN HEIGHT X_ I X I Q HEIGHT X 4 (81,78• �,---- __ !i MAX.) EQUALLY 13.314'MAX.O.C. EQUALLY SASH 133!4°MAX.O.C. EQUALLY 1 - / 13.314`MAX.O.C. •-- --- o SPACED III......--- // _,1_ SPACED VISIBLE SPACED �•---- ^-� SEE ANCHORS PER /`/ ANCHORS PER LIGHT ANCHORS PER !!!/// TTj , TABLES941 A TABLES 311 f HEIGHT A� TABLES 311 t A SHEETS / C qNDTCHDETAILS, �.�• 6•/12'MAX.NOANCHORSATSILLHIL 21SEE SILL WEEP- B-.+-•^ NO ANCHORS AT St(.L B NO CHORSAT ILL SEE StU.WEEP- D- 5114'54°MAX BUCK WIDTH SASH VISIBLE See SILL NOTCH DETAILS, 4"MAX,BUCK WIDTH -N�NOTCH DETAILS, NSEE SILL OTCH DVAI S, SHEETS LIGHT WIDTH SHEET3 SHEETS SHEET4 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 ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 75'HEIGHT SEE TABLES 4.11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES..""..... -1 2)SHUTTERS ARE NpT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. """""..... .. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, EL£VATIONS....................._.»....».„........„..».„..... 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 1-112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,FLANGE L EQUAL LEGIBOXC,4MNEL..3 DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN&.I-CHANNEL..4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR).AND 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 SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE B THESE.INST. NCHOINSTRUCTIONS, ANCHOR QUANTITIES............„,...._.................... B-10 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: ASSEMBLY&PARTS UST...................................12-13 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED; __ S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. +2017 FLORIDA BUILDING CODE(TBC),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 NOT BEEN +ASTM E13DO-00 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 +ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. *ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCTREVISED 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 5100-12 as comP14fB with ft FhAida 10)REFERENCES:TEST REPORTS FTL-7864&7866;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGREGATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/UGHTER +AISC 360.10 Buitmpgca& SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAF&PA NDS&ALUMINUM DESIGN MANUAL Acapdmoo No ?, a•C),$ 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. `S / Xevtoknr Daie / t} ��. NY LVN�y '�.. USER INSTRUCTIONS: `.` '��`•'�c �' Oi(�'.,, UPDATED TO FBC 2017.-JR- By ado�� 1)DETERMINE THE SITE SPECIFIC.WINDOW OPENING'SDESIGN PRESSURE REQUIREMEt4TFROMASCE7. t7 06/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS” No.6870$ 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,OETERMINE YOUR WINDOWS DESIGN — * BID PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOWD++oaiP6am Dram 8r'= OPENING OBTAINED lNSTEP I. 1�.• ,C Z 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11,VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR •. S N.VENICE,FL 34275 _ YOUR OPENING'S CONDITION FROM TABLES 20R9,AND THAT ALL MIN.ftEQUIREMEMSFROM THIS SHEE7SE1'ARE MET, ,,��'•., tpP•.•'•\'C.`� (9s1}48o-16aD SINGLE HUNG WINDOW INSTALLATION-LM 05/15115 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION, �''si��Q1... �� ppT,a,,rn,a,�;. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, IlJ+� i`t1, ,SLLp�y�pEgF p perks/ModaC Santa: Sha>; Dmwfng No. Rev: INTEGRAL FIN OR EQUAL LEGBOX). A.4YNN MI 8706,P.E. SH-5500 NTS 1 OF 13 MD-. f5500-01 B P.E.#68706 CERT,OF AUTH.#29288 TABLE 1:ALLOWABLE CLASS TYPES Grass Frame Grass Frame Frame Description(Listed from Exterior to interior) Design Pressure Table Y Sheet# Types Options Contigs. Shapes installation Options that maybe used 5 7/8•Laminated I.G.:118'A Exterior Cap+7/16'Air Space+5116'Laminated;(2)Utas of 1/8'A Glass with.090'PVB Interlayer 4,5 6 (see Fig B) (see Table 1) (see Fig A) (see Fig C) 6 7/8"Laminated I.G.:Ile,T Extedor Cap+7/18'Air Space+5118'Laminated;(2)Lite&of 118'A Glass with 1090"PVB tnterlayar 4.6 1 6 ....into 2X Wood Frame/Buckstdp-sheet 3,option 1 7 7/8'Laminated I.O.:3116'A Exterior Cap+3181 Air Space+6/16'Laminated;(2)Was of 11W A Glass with.090"PVB Inteda er Flange Equa!-Ldte, Sgsnre/Rect., Y 4 6 6 ( ) 5.18 Oriel/PWsw Amh•Top 8 Through whindoow-,'' ^••Into ConcratelCMU•sheet 3,option 2 8 718"Laminated LG.:3116'T Exterior Cap+&+8`Air Space+Sri6'Laminated;(2)Utas of 118°A Glass with.090"PVB interlayer 4,6 6 8 Cottage Rm9us Top -.--through 1XBuckstdp into ConcreWCMU-street 3,option 3 9 7/8•Laminated I.G.:1/e•A Exterior Cap+7/18'Air Space+rW16'Laminated;(2)Was of 118"H Glass with.090"SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 7/8'Laminated LG.:1/8'T Exterior Cap+7116"Air space+6118•Laminated;(2)Lites of i/8'H Glass with OW SG lntedayer 7 7 ....Into 2X Wood Frama/Buckatdp-sheet 3,option 1 11 7/6"Laminatod LG.:3116'A Exterior Cap+3/8"Alt Space+5116"Laminsted;(2)Was of 118"H Glass w th.OW SGEntedayer 7 7 Box I Equ&Ute, Square/Ract., Through the frame ....Into Concrete/CMU-sheet 3,Option 2 Equal-Leg 5-16 OdetlPrCMGW Arch-Top& 12 718'Laminated I.G.:3/16"T Exterior Cap+31W Air Space+5116'Laminated;(2)Was of 118"H Glass with.0911"SG Intadayer 7 7 (#4) 8 Cottage Radlue Top of the window'•••'• ••••through 1X Buckstdp into ConcretetCMU-sheet 3,option 3 13 71W Laminated LG.:118'A Fxtedor Cap+5116'Alr Space+7116'Laminated;(2)Utas of 3/18°A Glass with.090°SG Interferer a 7 ....into Meter-sheet 3,option 4 14 7/8"Laminated I.G.:118"T Exterior Cap+5/16•Air Space+7/18'Lam-mated;(2)Utes of 3116°A Glass with.098"SG Interlayer 8 7 Through the ....Into 2X Wood Frame/Buckstrip-sheet 4,option 5 15 7/8°Laminated t.G.:3116"A Exterior Cap+1/4'Air Space+7/161 Laminated;(2)Utes of 3118'A Glass with.09V SG trdedMyer 7 7 J Channnt Egaa1 Uta, Square/Reet"integral fin...... ....into Meter-attest 4,option 7 19 7/8"Laminated LG.:311817 Exterior Cap+1/4'A!r SpnOo+7/16'Laminated;(2)Utes,of 31t8'A Gins vAth.090'SG i dedayar 7 7 (#1) 5-8 Odellpmo w Arch-Top 8 8 Cottage Radius Top Through the frame....into 2X Wood Frame/Smi strip-sheet 4,option 6 at the window...... ....Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES S.7,9,11.13 9,11.13 Through the ....into 2X Wood Fnuneteuaksuip-sheet 4,option 5 Mln.Ede Mln. 815 MAY NOT BE USED IN Equal-tale, SquarelRect., Group Anchor Substrate 9 THE HVHZ ABOVE 30'. Integra!Fn 5-8 EqualmNe, Arch-Top Integral tin...... ,,,,Into Metal-sheet 4,option 7 Distance Embedment M (#3) oP& Through the frame into 2X Wood Freme/Buckstd sheet 4, T Southern ne(SG=0.55) 7118° 13/8° 8 Cottage Radius Top g P option B #10 SMS of the wkxdov...... ....Into Metal-sheet 4,option 8 Steel,A38' 318" 0.050° 'MIN.OF 3 {sten),18 6 S.S. Of 410 S.S.) Steel Stud,A053 Gr.33" 3181 0.0451°(18 Ga.) THREADS BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES "A"=ANNEALED A Aluminum,6083-T5• 118° 0.050° METAL 'H'-HEAT STRENGTHENED P.T.Southern Pine(SG=0.55) 7/16" 1.318" SUBSTRATE. 1 3 T=TEMPERED 3116"stns)Ultracon Concrete(min.2.85 knl} 1" 1.3/8' /! •PVS°=.09VTROSIFoL0PVB Ungmuted CMU,(ASI C-90) 2.1/2" 1-114' 'UNGROLUES BY(A ) CMU'VALUES #12 SMB P.T.Southern Pine(SG=-0.55) 9/16° 1-3/8" MAY BE USED `SG"=.090°5ENTRYGt.AS� Steal,A38' 3/8° 0 OSp= FOR GRDU7ED �/ J-CHANNEL INTEGfiAI.FlN INTERLAYER BY KURARAY {steel,0 8 .) Steel Stud,ABW Gr.33` 318' 0.0461° 18 Ga. CMU 7 �i AMERICA,INC. of 410 S.S.) ( ) APPLICATIONS. �// B Aluminum,Pine (SG6• 3/$° 1-3w EOUAL4JM ORIEL COTTAGE 1/4'steel Ultrecon P.T.Southern Pine(SG=0.65) 1" 1.3/8• 1/4`steel Crateflax P.T.Southern Pine{SG-0.65) 1` 14/8" FIGURE C:FRAME SHAPES 1/41 steel Aggm-Gator P.T.Southern Pine(SG=0.56) 1° 1-3/8" ----BUCK WIDTH -- iSUCK WIDTH ---BUCKWIDTH FLANGE BOX OR EOUAL-LEG 1/4'steel Ullmoon Concrete(min.2.85 ksl) 1°. 1.3/4` C Ungtauted CMU.(ASTM C-g0) 2-1/2° 1-!/4° �__. _ 114`steel Cretellex ConOrete(min.3.35 knq 1" 1-3/4° //� lMstedat Min F Min F 114"steel Uitreoon Concrete(min 2.85 ksi) 2-1/2° 1314" w ,� 7 Steel So" 92 kal 120 kel Concrete(min.3.35 Kai) 2-1/2° 1-314" x x 18.8 Saw 60 ked 95 at 1/4'steel CreteEex v v x dDVS 410 Screw 90 Kai 110 kel 0 Ungmuted CMU,(ASTM C-90) 2-112' 1-1/4' LZI m al m x Eloo Ap m-Gators 57 Kai 98 Kai 1/4'steel Aggre-Gator Concrete min.3.275 ksl 1-112• 1-3/8 jj j a Elco,UllmCorrffi 155 kst 177 kdt Gmuted CMU,(ASTM C-90) 2° 21 y .7 L J f 1 41q SS Elco CrateFlax® 127.4 Kai 169.7 Kai RECTANGULAR RADIUS-TOP ARCH•TOP 8063.75 Aluminum 16 ked 22 kei TABLE :ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE Olt SIMILAR ARE APPROVED.SHAPES MAY USED A36 Stasi 38 kei 68 kei PRODUCT REVISED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 steer Stud 33 kei 45 ked as comPIY13 with Ficrfda Group Anchor Substrate Min.Edge MIR. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS&10, Building Coda . Distance Embedment' AA lanae too 11'06 E 2-112'x.131-Comrrmn Nall P.T.Southern Pine(SG-.55) 3/8" 2.7118° `1.�`�NY LYNNM� Die 2112"Ring ahaMc Rootrtg Nag P.T.Southam PdOn(SG=.55) 316" za/16' .� �5t,••'�cENs ! . ANCHORS RE-GROUPED. Mier Daaerraar P.T.Southern Pine(SG=.55) 1/2" 1.3le" " y `�� -JR-06/06/17 #10 Trueshead SMS Aluminum,6063.75• 318" 0.050° No.68705 (steel,18.8 S.S. _ or410 S.S.) Steal Stud,Gr.33' 3/8• 0.0451°(10 Go.) _ - DrmM W. F Stool,AW 3/8" 0.050" ��� 10"TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pine(SG=.55) 9116° 1.318° "MIN.OF 3 �� '. r tt/� #12 SMS THREADS ('� TE O (t! N.VENICE,FL 34275 (steel,1843 S.S. Paumdnum,6863-T5° 3/8" 0.063' BEYOND THE ���� '•.gORIOP.•'' 1'=�~� (941}480.1600 °rC or 410 S.B.) Steel Stud,Gr,33" 3/8" 0.050" METAL •,,�'�+�� �NC�`� o2ot7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Steel,A38' 318' 0.050" SUBSTRATE. /,7f/rVALtti%%\ s> odic.ALLROMIUMERVED � odao !GI Sheet prawtnp Na Ren A.LYNWII A,P.E. SH-5500 NTS 2 OF 13 1 MD-SH5500-01 I B P.E.a 59705 CERT,OF AM.#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 I DIRECTLY INTO CONCRETF/CMU. SUCKSTRIF INTO CONCRETEICMU. GRED THROUGH EDGE DISTANCE SEE NOTE 2,THIS SHEET. FRAME INTO 2X WOOD EMBEDMENT 1/4MAXSHIM EMBEDMENT FRAME OR SUCKSTRIP. 16 1/4"MAXSHIM SEE NOTE 2,THIS SHEE7. EMBEDMENT SASH VISIBLE FLANGE FRAM EDGE 18 LIGHT WIDTH 17 EDGE Er 012 SHOWN DISTANCE DISTANCE 44 BALANCE lw MAX t TYPE VARIES SHIM TYP.ANCHOR TYPE, 42 WITH SASH TYP.ANCHOR TYPE, 2 TYP.ANCHOR TYPE, EMBSOMENTAND WEIGHT 54 EMBEDMENT EMBEDMENT AND EDGE EDGE 30 AND EDGE DISTANCE PER 31 DISTANCE PER j DISTANCE PER SUBSTRATE, SEE TABLE 2,SHEET 2. SUBSTRATE, EDGE SUESTRATE 16 SEE TABLE 2.SHEET 2. EXTERIOR87 DISTANCE SEE TABLE 2. T- 14 SHEET 2. FIXED OPT. c- FIXE VISIBLE 4 2D VISIBLE LIFT RSASH TOP AL FLANGE 2 LIGHT' LIGHT FRAM HEIGHT FORALLWINDOWS NOTES: SHOWNE SUCK WIDTH ,I ILEGA30X FRAME 49 48 1 ANCHOR @ 3.55- HORIZONTAL SECTION A-A SHOWN FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE 22FOR WINDOWS ANCHORS LISTED ON TABLE 2, 72 OVER 36"WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL-SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 14 45 46 47 SCREWS(51163/8r INSTALLATION OPTION SHOWN MAY 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1/4'MAX. SUCKED 16 S: SHIM #10 OR#12 STEEL HEIGHT ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE 1/4*MAX es SCREWS 0 6318r USED INTO WOOD AS PER TABLE 2, SELF-DRILLING SHIM so FROM END. SHEET 2.ALL WOOD BUCKS LESS EMS(65),SEE THAN 1-112"THICK ARE TO BE 00 TABLE 2, 3 SASH CONSIDERED 1X INSTALLATIONS.IX SHEET 2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO Ell� LEG OX RA <3 HEIGHT SUBSTRATE.WOOD BUCKS 86 16 DEPICTED AS 2X ARE I-10 THICK OPT. USE EITHER OR GREATER.IX AND 2X BUCKS (2)1- 65 LATCH OR (WHEN USED)SHALL BE DESIGNED 84 BOTTOM LOCK, TO PROPERLY TRANSFER LOADS To FLANGE INTERIOR (EA 'TESTED UNIT THE STRUCTURE.WOOD BUCK EQUAL WEEP FRAME NOTCHES AT LOCATION: DESIGN AND INSTALLA71ON IS THE SHOWN LEQSOX so FROM SASH END. RESPONSIBILITY OF THE ENGINEER FRAME EACH END. Z=� 6HOWN OR ARCHITECT OF RECORD. LL- EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl INSTALLATION 67 (ALSO REFERRED TO AS DAYLIGHT OPTION4 OPTION 4 pRODUCr REVISED OPENING)IS MEASURED FROM . plylm with ft Fbxi& EQUAL-LEGIBOX -1/4*MAX SKIM BEADING TO SWING. ANCHORED THROUGH ANCHOREDTHROUGH Builftwe ,%I 1111111 17�AME INTO METAL FRAME INTO METAL 17 I FRAME SHOWN i Ac-ptm� Date 0 LYN/V Rovisf. ANCHORS D�&Jod,4�t WEEPHOLE No AN* A. BY t WICOVER@ REQUIRED IN mi�.Dade woduot VISIBLE LIGHT FORMULAS FLANGE OR N0.58705 2.sr FROM EACH END. EQUAL-LEG WIDTH FRAME SILLSA Dmwn Or. @sAsk:SUCK WIDTH ir2 @FIXED LITE:BUCK WIDTH-4318• Z 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI 'I-E�004F' N.VENICE,FL 34275 ST HEIGHT(EOUAL-UTE) 7;w. ikt&' SUCK HEIGHT12-3-1&161 -1600 VERTICAL.SECTION B-B (94IY48D SINGLE HUNG WINDOW INSTALLATION-Lm 05/16/15 wlromn Dm"No. P.E.N 58705CERT.or Am.#2929a SH-5500 13 MD-SH550fl-01 B" INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP,SEE INTO 2X WOOD FRAME OR EDGE DISTANCE ANCHORED THROUGH INTEGRAL EMBEDMENT NOTE 2,THIS SHEET. SUCKSTRIP.SEE NOTE 2,THIS SH FIN INTO 2X WOOD FRAME OR BUCK-STRIP.SEE NOTE 2,THIS 16 EDGE DISTANCE 114'MAX SHIM 1WMAX SHIM SHEET. J-CHANNEL TYR ANCHOR TYPE, EMBEDM SASH VISIBLE 17 FRAME ENT AND EDGE 18 LIGHT WIDTH DISTANCE PER SUBSTRATE, ED SHOWN SEE TABLE 2,SHEET 2. o (SCREW SHOWN) 44 BALANCE E VARIES EMBEDMENT TIM MAX$HIM T- — WITH SASH TYP.ANCHOR TYPE, EDGE WEIGHT 54 C�==i EMBEDMENT AND EDGE DISTANCE DISTANCE PER SUBSTRATE. n SEE TABLE 3,SHEET 2. 'TA I I I 30 31 18 (NAIL SHOWN) EXTERIOR 7t 87 INTEGRAL TYP,ANCHOR TYPE. =C EMBEDMENT AND EDGE Is C=r– FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE, FIXED 20 OPT.SASH TOP J-CHANNEL SEE TABLE 3,SHEET 2. VISIBLE LIFT RAIL LIGHT WIDTH FRAME LIGHT i�—@ FRAME SHOWN (NAIL SHOWN) HEIGHT FORALLWIND19WS NOTES: SHOWN I ANCHOR@ 3.0- BUCK WIDTH 49 1 48 FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 OVER 36"WIDE; OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FOC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. ADD ADDITIONAL AND EDGE DISTANCE LIMITS,ANY 1/4'MAX' 0 14 45 46 47 SCREWS @16-3/e INSTALLATION OPTION SHOWN MAY SHIM MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLES 2&3.SHEET 2. FROM END. BE USED ON ANY SIDE OF THE SUCK o FOR WINDOWS WITH WINDOW HEIGHT so 16 BOTTOM LOCKS ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE #10OR#12STEEL 1/4"MAX. SELF-DRILLING SHIM as SCREWS @ 8-3V USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE FROM END, SHEET 2.ALL WOOD SUCKS LESS 30 THAN 1-1/2"THICK ARE TO BE TABLES 2&3. SH CONSIDERED IX INSTALLATIONS. SHEET 2. SA EXTERIOR VISIBLE LIGHT 1X WOOD BUCKS ARE OPTIONAL IF HEIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO LATCH(SHOWN) SUBSTRATE.WOOD SUCKS OR BOTTOM DEPICTED AS 2X ARE 1-VT THICK OPT. 86 LOCK(SHEET 3). OR GREATER,1X AND ZX SLICKS es Pil 81 30 (WHEN USED)SHALL BE DESIGNED INTERIOR 63 TESTED UNITLOCATION:"ill" TO PROPERLY TRANSFER LOAM FIN ANDJOR WEEP FROM SASH END, TO THE STRUCTURE,WOOD BUCK FLANGE REMOVED NOTCHESAT 80 DESIGN AND INSTALLATION IS THE IN-FIELD EACH END. RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT 1/4'MAX OPTION? OPTIONS PRODUCT REVISED OPENING)IS MEASURED FROM INTEGRAL FIN ON BEADING To BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL as complying Vvithibe FkO& FRAME SHOWN SHIM % 11il, TEL (INTEGRAL FINfFLANGE REMOVED) DIng C. T —1 . k% J11111.... INTEGRAL FIN IN ol O M -TAAcW=pditmw I? go X5 41 u I JVN .&27M.c25 -P!H2OL �1' at ...... ROAWow By naso Dago FROM EACH END. Z� VISIBLE LIGHT FORMULAS N0.58705 uct TYP�ANCHOR TYPE. EMBEDMENT AND EDGE EDGE DISTANCE WIDTH Tk DISTANCE PER SUBSTRATE. *SASH:BUCK MOTH-MIr f, OeavTFttan: Otasea By. SEE TABLE 3,SHEET 2, EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-3/r HNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) TATE 0 1070 TFC • N.VENICE,FL 34275 HEIGHT(EQUAL� 'ZORID INSTALLATION OPTION 5 VERTICAL SECTION D-D 1700: Tz;tw ANCHORED THROUGH INTEGRAL FIN BUCK HEJGKTt2-3-151W 'OA-fA-L t\\\�1�1 (94IY480-IOW SINGLE HUNG WINDOW INSTALLATION-LM 105/15/15 INTO 2X WOOD FRAME OR SUCK- IIIIIII11111 --FScals: I Shoot, Dmwing No. I Rm STRIP.SEE NOTE 2,THIS SHEET. A-LYNN MILLER, E. -SH6 i P.E3l 66705CERT.P 96 SH-5500 NTS 1 4 OF 13 1 MD 500-01 718"NOM. 718"NOM. 718'NOM. 718"NOM. 718"NOM. 5/16-AIA PV8 5116*AtA PVB- 5116"AJA PVB 5116"AIA PVB5/1&'H/H SG— WITAIR SPACE 7116"AIR SPACE—— 31W AIR SPACE 3/8'AIR SPACE 7116"AIR SPACE-% 1/8"AGLAS5 —\ 118"T GLASS---\ 3/16"A GLASS--- 3116*T GLASS­\ 1/8"A GLASS <D --\ <:I EXTERIOR EXTERIOR aEXTERIOREERIOR \0 EXTERIOR aEXTERIOR7r,79 H E3_1 E3_�. 1 Ta74 a79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE8 GLASS TYPE 9 Va.N 718'N 117f8*NOM. 7118'N 718'NOM. 5/16"HM SG I 5/16"H1H SG 5/16"H/H SG I 7/16"AIA SG 7116"AIASG- 7/16"AIR SPACE——\\ 3/8"AIR SPACE— 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE--\ 1/8"TGLASS---\ 3/16"A GLASS---\ - 3/16'T GLASS ' 118"A GLASS I/8"T GLASS----\ EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR rare IS,7 E3� I 17�1 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 71WW NOM. Wr NOM. 7/l6"AIA SG--___'\ 7/16"A/A SG— GLASS TYPES 9 THROUGH 1/4'A1R SPACE---\ 1/4"AIR SPACE SITE TYP. 16 MAY NOT BE USED 3/16'AGLASS—,, 3fl6-TGLASS --, WITH J-CHANNEL OR 74 72 INTEGRAL FIN FRAMES �8PJOR � `6 < EXTERIOR GLASS x TYPES : USED 11] '1�'M' 7679 7674 31 Y NOTE EXTERIOR 75 THE HZ_ABOVE 3W, Li ILJ PRODUCT REVLSSD GLASS TYPE 15 GLASS TYPE 16 a wm;Aying with the plarku Rdwtrm - 310-05 C ' 1'7016 "0 LYNNiratian Date No.58705 GLAZING NOTES: W=ANNEALED TYR GLAZING DETAIL "H*=HEAT STRENGTHENED Br. 1070 TECHN GLAZING DETAILS J ROSOWSKI ST TE OF N.VENICFFL34275 SG"-.090"SENTRYGLA.0113Y KURARAY AMERICA,INC. M41MBO-1600 Date. 'T"=TEMPERED OLOGY omVE • :PVS'=.090-TROSIFOLO PVB BY KURAPAY AMERICA,INC. co 1­ IGLE HUNG WINDOW INSTALLATION-LM FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. Pgmm"'.' AURMnRE&Mr4W I Sdmt/Modd ' Rev: LI CERT.OFAUTH.#M9S SH-5500 INT: 7vv S 15OF13 joMD"'N-SH5500_01 B TABLE 5: BLE6: TAB E 4: OhowTypa B*tIm bwh D-Wn PIe3alua,IllBIRp ohow Tlp.• Design Pressure,�eflL2 a DnerpY'"pN.n Bosh tlYy4 ohow Trp.. Design Pra6BUM,Ibaflt2 a,6,706 R•InL L.wl RaG•®W§dn. ll.p Ont DNn Bash Wkb n 8,7a11 +/-50A �®� u m4 4 ♦63.01-70.0 R41nL level Z1.5 ElfAm• 11.301 +35A 1-ma 4650 •70.0 I F.IA L.-I Ill For a0 wIn&wa ewh ete. Stada4 Cade 14317.15570 M50 1-71L0 4050 -70.0 ra Fual w dm and Bash stw 0 E4BB9. 11.563.14.516 405.0 1 MO 405.0 •70.0 SEE TABLE 9,SHEET S FOR Bt.nd.d PIBJew 11.977.11.502 4030 1-mo 465.0 •70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Taw 2&617.2LM 465.0 1-7&0 40.0 -mo ANCHOR GROUP AND QUANTITY. StadadWrp. 2IL90-23.516 4530 -70.0 4B&O .m0 37.5TsF�WI6. 17417-20.957 4050 00.0 4550 -70.061•Mad RB 14.517.17315 "SO •70.0 +65.0 70.0 shwwl 11.377.14516 4550 •70.0 14650 710 T91.9 27.183.31.011 +35.0 no 4651 1-70.0 Cufaa61Z. 2&517.27.687 4650 •700 4054 1•70.0 &Wd.d Cate. 21617-26516 4650 -70.0 465.0 -70.0 HEADER 44 E43aHw 20.517-23.518 4650 -70.0 4660 -70.0 HEADER SWdvd I11M.w 17.517.20.510 405.0 -70.0 +35A 70.0 23 Cwlanst. 14.517.11516 "SO •m0 450.0 •70.0 23 etae.n 11ATT-14ZI5 +650 •710 45s.6 -m0 TYY.1 31.93-35.011 +650 •710 .35.0 70.0 0 s� 6hondod CYlpB 2&517.31.692 +5&0 •700 .69.0 •70.0 Q E*wHft 21.517.2&615 161.0 •70.0 460.0 -70.0 Q Q MEETING RAIL45 6t ldad Paim 17.517.2o51a .630 -mo 40.0 -m0 MEETING RAIL 0atanst4 14.517.17.516 +MO .70.0 4WA -70.0 26 0 OYt.matB 126117.114.515 MSO •m0 1446.01•7M0 27 6 R Sllwwt 11.377-12616 4650 .70.0 465.0 •70.0 EXTERIOR EKTERIO ° TdY.I 35218.3/4'0 4650 •70.0 485.0 1•70.0 O eroded Whop. 2&517-33= +650 -70.0 M010 1-me 23 Egiaue. 21537-25.510 4650 .70.0 466A -m0 23 JAMB p.@5 0atanat. 20.577.23.818 +650 -70.0 45SA -70.0 JAMB SASH SWW dPmdee 17MT-20.515 .e5o •TO.0 .35.0 -70.0 WERIOR SASH ymmm &.wast. 14.517.17.518 4550 .m0 4a5o .70.0 HEIGHT HEIGHT Omaaso. 12517.14.515 MSO -mo 4a5o 70.0 b7adwl 11.377.12.510 +810 -70.0 1 465.0 70.0 TYhY 36.617.41514 +MO -7M0 1405.0 -70.0 sum.d Cad.p. 31.617-35519 .650 -70.0 +65.0 -m0 O 23 Egdem 2&317-31.516 4550 4OD 465.0 70.0 23 winded PlWN 71511-25.616 +05.0 •m0 4aSO .70.0 SILL 02 0m Shoe 20.517-23515 +650 -m0 435.0 JOA SILL D Crown 9t. 17417.20510 +OSO -70.0 +OSA •70.0 C.tb ata 14.611.17.610 +650 -70.0 465.0 40.1 Oatom6t. 15017.14515 MSO -70.0 406.0 40.3 Shateet 11.661.13.076 +65I. -70.0 +65.0 dab 7YYn 90.6iT-{1544 +650 -TOA 4aSA •m0 se 0atom Gln 3&517-39.a1a +OS0 -m0 457.0 -m0 Eq.ft 35.517.30.016 4650 •TOO .35.0 -m0 75 G.W.et. 32.517.35.510 4550 •m0 465.0 -m0 SECTION DETAIL FOR WINDOWS WITH SU da doled w 29.617-E2.am 405.0 .70.0 435.0 70.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 aawnat. 2&517.9.5 6 4550 .mo +We m.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE sl.dwl 23510.20516 .eso -mO +e&o dna (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Em.wta 305IT.41.aw +MO -MD MSA .70.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 84 0.4517 et. 55617-aamo +aso 1-m0 435.0 dTaI CONFIGURATIONS) ED Btedad ProAa 33.1118-35.510 "SO -mo .050 410.6 PRODUCTcomplying with he 01.70 Td t --41544 .5&0 -m0 435.0 .60.5 B9 ilding Cod I the FTaidq SEE TABLE 10,SHEET 9 FOR AN CH OUP AND QUANTITY. B-pM Cade _ A4xcpmao6 Tk MIN.SASH HEIGHT=WIND W 6 IbMT 50.136 E 'r Dma �N�........-• �� �i�� Reri/an: BY •'•�ICEN$F•.�!_: MLmi ads O"_ * No.68705 +*� ® Dram BY NOTES: sr TEo '40= 1o7oTEOHNOLOGYDRIVE ES GN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. •,. ((�� N.VENH�E.Ft 94276 �i ORIDP•.•'\��� Tifb: Oafs 2)FRAME DIMENSIONS ARE BUCK SASH HEIGHT ISASPERTHE FIGURE. sSi1j/ NAL �1G�`.�� (04i)48D-16M SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ' 1(3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 1%%% wrnffasrc Se7fe3/Yadd: Scall: Orarfnp Na Rev: ON THE TABLE. A.LYNN MILLER ALLRIN(IY�6ERV®P.E. SH-5500 NTS 6 OF 13 No. B P.E858705 CERT.OFAUTH.129M TABLE 7: TABLE S: Ot-'fype S.W.Saab7 OlemType Ba00m9�h e.t;70it9 l3sa01P0o5Taoh" Smb7 4 Dd61G1t Pfa881tte,16671 1}aU Deac71p0mtgtOha� 9sahiteiy4 001149 P»9c1f»165,01! R.Inf.t.0yet Rmp@Wmdaw Pmw Om) 7Mi Suok MM&I nt.Lw01 Map 0WI140w Rana90.) Wlnd.OWkWldh ant 3 1162hf Sham WW40 I 48 52125 1 69 3 7ldom sand 79 124 1 32 30 1 40 1 49 62125 1 54 235 E Aal4de it.3m +70.0 1•110,0 1-Too 4140+70.0 410.0 +740 41.10 238 Squd434 11.394 •70.11•7148 70.0 -110.0 1•70,0 Alto •70,0-110,0•744 I-1140 I 70.0-110.0 •70,0.1 00.0 700-170.0 SWWardCAW 74.617.15.870 +?Do.110.0 -3..0.1140 +70.0•110.0 740•110.0 Wm 14448298 14.517-15,070 710-110.0 +70.0 410.0+740 1•1110 70.0•110,0 -70.q -710.0+70.0-110.0 •70.4-110.0 •740-1100 26 Equd48a i1.593-!4518 +7015.110,0 70.0•110.0 +70,0.110.0 *Too.ilao 28 Ep al44s 11.593-14.518 70,0-110.0 +70.0-3.10.0 170.0-HOA 70,0-7180 +70,0-1740+70.0 110.0 •70.0-110.0 70.0-110.0 8kndmd Poelow 11,377-fY.EH2 074,0•710,0 +70.0•3.10.0 :7410.110.0 +70.0 •3.760 aumam ProNew 11.377.11.590 70.0-itao 70 Tee .9 -110.9 •70.0-110.0 •70.0 -110.0 +74,0 -110.0 70.4-1740 •70.0-710,0 •70.4-7140 HEADER 13557.25.278 +704 4140 +700-17,00+ . 7ao•1140+7X0-110.0 TOW 23.817-26.888 70.0-110.0-me-010.0 70.0-1140 +T0.p-1140 174.0 1140 740-1110+70.0 410.0 70.0-!!0.0 SN-d.dCUlw 20,058.23.510 .704.110.0 +70.0•110,0 +700 47aa +Tao-710,0 BUMam Cedapo 20.959.23,610 •700-110.0 7174-110.0 +70.0•110.0 •710•110.0 70.D-110.0 -Too-170.0 •?DA-110.0 •70.0 4140 }7975 Equd44s 17.617.20.957 1740•710.8 .70A•1110 +70.0 410.0+70a•1a4d 37.375 Equ1t-0te 17.617.20457 +740-110.0 +740-"Do+70.0-170.0 740-170.0 76.0 410.9 70.0-1140 70.0-110.0 •70.0 400.0 25 1141410-1PrOdaW 14617.17.618 +70.0.110,0 070,0•110.0 70.0•110.0 +70.0 •1140Btartlam P1011W 10.517.17510 •710-1140 +70.8•112 •70.0.110.0 70.0-110.0 •70.0-1740 •740•110.0 70.0-119.0 •70.0 .110.0 Shmeat I 11.377-14.6/6 +704-110.0 470.0 410.0*7001-107.01+11101-10&0 66aftm 11.377.14610 •70.0-11,00 +710-110,0+700-1140 no 410.0 •70.0-"ED-740 414.0+70.0-107.0+740-103.0 0 Tdk4 27.583-31.011 +70.0.110.0 470.01 4MO +70.0 .Rio +TaO •80.0 1 Tdint 27,563.31.911 70.0-1148 +70.0•1110 •70.0-1110 -TDA 410.0 +70.0 AIDS•70.0 AeA •70.0 -010 7411 4D.0 O cot..Ste 29517-27.M +704•1104+704.110.0 +700-tlu+Tao.4140 ant..8a0 29417.27.882 +701-1140-70.0 4140-700 414.P +70,0-1140 +70.0•1148-70.0-110,0+70.0-110.0 70.0-110.0 Q q MEETING RAIL Smdwd COW 23.517-23.510 +704•110.0 +70.0.110.0 +704 Alto +704 410.0 Stidid dC8000a 23.517.25.570 700 AlD0 70.0-1140 70.0-3.10.0 70.4-1140 •70,0-710,0 70.0-110.0 70.0-71,00 700-110,0 V 41 Ew". YA5Y7-215!8 +TILS 4180+IOD-770.4+70.0•ittlp +70.4-770.0 44 Equd•716 20.517-235IS •70.0-170.0 +70,01-110.0 +700-110.0 170.0 410.0 •700-114.4•70.0-110.0 70.0 410.0-70,0-4740 e Standard Pm64w 17.617.20.615 +70.0 410.0 +70.0 410.0 07DD•110.0 +70.0•1100 mmumPre46w 17.517.20516 700-104 +70.0-110.0 +700-110.0 +7a0-110.0 -70.01-110.0 •70.0-170,0 •70.0 Alto •740-110.0 27 Cwlpm Bke 14,677-17118 +76.0.510.0 +70.0•10.0 +744'.3.10.6+704.1140 Cud0m8A8 145!7./7578 aaa 140.0=IMO-710.0 +740-110.0 +70.0-110.0 -70,01-110.4+740-110.0 +70A 414.0 +740-110.0 EXTERIOR 1!14410 11.377-10.516 +?0.0.110.0 +70.d.110.0 +10.0 407.0 700•103.0 6n0rtea! 11.377.14.518 +70.0-710.0 •70,0-170.0 •TOA•110.0 •70.0-710.0 +70.0•110.0 •70.0 AIDA 70.0-107.0 +70.D-103,0 TIMM 34.583-35.811 +70.0 410.0 +70.0 440 +70.0 410 170.0 400 Ta6rsf 31183.35.011 +700-110.0 •70.0 410.0 •704-ttno 710 4100 70.0-110.0 700 400 +70.0 43.0 •70.0 •904 8tandwd Cottage 24.617•31.682 +784 419,0 +70.0•3.10,0 +70.0 1.110.0 1+10.0 1.150.0 BI&Wrd DOW 261St?.31.502 +700-10.0+70.0-110.0 170.0-1700 •70.0-7180 •70.0•i'o.p •710-1140 •70.0-110.0 .7 to-Tido JAMB 25 EW"l. 20.577.20.60 +70.0.110.0 +70.0•710.0 .70.0.110.0 +70.0•110.0 Equ"d 20.517.20,510 +70.0•110.0 70.0 140.0 •70.0 11D.0 •70.0 AM •700-110.0 70.0-110.0 70.0 410.0 •70.0-770.0 48 Sm wd Puaiew 1 17.517-=613 +704 410.01 1M.01-110.0 704•170.0+740•3.186 3.8 SlmdudPm4» !7.617-20.518 -70.0 110,0 +70.0-HXO 70.0-110.0 70.0-n0.II 740 110.0 70.0-110.4 70.11-110.0 .7a0•1140 EXTERN SASH Qt4du7t 8hs 14.617.17.578 +704.710,0 +70.0-110.0+70.0-1/40 +70.0-1'0.0 076tom St. 14617-17510 •70.0-110.0 •714 71100 770.0-7740 +700 410.0 +740.110.0 •700-114.0 •70.4-110,0 •70.0-1faD G3 HEIGHT GotsmStza 72677.10.576 +780.770.6+784•110.0 710-1140 70.0.700 custom Stu 12.617•U.516 •70.0-110.0 •70.0-i1D0 7Da-114.0 76o-11a0 Tao-110.0 70.0-110.6 70.0-114.0 70.0-1140 SECTION DETAIL FOR b Shm.1 tt.'.,07.12510 +70.0.110.0 +70.0•110.0 +70.0-1140 +70.0•110.0 Oaoout 11.377-12.516 -701-1104 70.0-1140 70.0-110.0 .70.0-110.0 70.0-110,0 70.0-T10.o 70,0-170.0 •70.0-110,0 g Tit 33278-31.5m +?OD•110.0 +740 440 +118 455 .70.0 400.0 g0. Teal 31208.37538 •70.8 Alto-70.8-116.0-70.0-110.0 +no-1110 .70.01-110.0+70.0 Ano +".a 414 -70.4 4aD WINDOWSWITH O•f3P 8W4rdCa8ye z45f7.35.207 110.0 7!10,0 1700•770.0 wa0.f tan .7110.710.0 i SIVWdCOUNG 20.517-33207 70,4•110.0 +70,0 AIDD 74.0-110,0 704•110,0 .704-nD.o 70.0-110.0 •70.0 410.0 "Do 4.10.0 LEVEL R3 REINFORCEMENT 25 Equ4> r 2351?-28516 +TAD 11100 170,0.1140 700•13.00+704-tido E04d4q 23517-26518 70.0-110.0 740-HOA 70.0-1140 +no-110,0 70.0-110.4-70.0-110.0 744-110.0 7110-no.° g GLASS TYPES 9-16. 49.E cotan Sk4 20.517.23.516 470.0-110,0.70A 410.0 +70.0 410.0 +70.0 410.0 Cu015m9k4 20.617.23310 70,0 410.0 70,0-110,0 -70.0-110.0 70,0-7740 -70,01-110.4.70.0-770,0 •70,0-170.0 N0.0-110,0 SILL Sfmtom Sbmew 17317-10.516 +704-itoA+700-7144 7AD-110,0 +?3.0•1744 SlududPmAw 77.517-20318 744-1100 740-110.0-70.0-1160 •70.0-110.0 +70.0-114.0 +70.0-110.0 -70.4 110.0•70.0-1110 (REINFORCEMENTS SHAWN Cm-ske 14517•!7.679 +TOA-110-01-70.0-110.0 +70.0•110.0.+70.0 410.0 ; Cudom9ke 74.517.17.'16 70,0-170.0 +700-HoO 70,0-110.0 •70,0-nao -740-110.0 +70,0-110.0 •70.0-110.0 NDA-110.11 REINFOIN RCEMENTES ESHOW CutomStm 12517-14.876 +700 data +70.0-11X0 .70a'.110.0,.704 450.0 APPLY cudan8ks 12517.14510 -70.0-110.0 +70.0 110.0 700-110.0 •70.0-4140 •740 010,0 •70.6-110.0 1180-110.0 1700-710.0 TO ALL CONFIGllRATK3N6) 6MleN 11,377.12516 .70,0.3.100 174,0•170,0 +76,0•1740 rTOA•110.0 ahadaat tt.97.12616 70.0-110.0 70.0-110.01-70.0-110.0 .70.0-1140 70.0 AIDS 740-lima 70.0-110.0 +70.0-110.0 TAI.t 34577-41.644 .704 410.01no.110.0 +700.110.0 +704•IiOA 746811 34517-41.844 1-70.0-110.0 710-110.0 1 70.0 410.0 •70.0-110.0 -740 Alto +740-1140 •70.0-110.0 •700-105.7 Sfud44cbw 31817.36.518 +7o.3•110,0 I+3..O•110.0 700•110.8 -70.0•110.0 Btadu0C45e94 31.617-36.610 +70.0-170.0 •70,0-110.0 ODD.110.0 -me-110,0 170,0-110.0+70.0 410.0 •70.4-103.5 •70.0-103.0 Eq1tl-0u 29517.31078 +704.110.0 -70.0 41DO+70.0.170.0 +?Do 410.0 E01»HBa 26.617.31518 •70.0-710.0 704-1140 •70,0.110.o .704.114.0 +70.0-110.0 N0.0-170,0 +70.0-1D7.0 740-ID24 Siandmd Nakw 23517.26,51d 704•118.0 I.70.0 1fob 70.d-7718.704 I 47,00 I Standam PfWW 21517.28570 •70,0-"DO •70.0•110.0 70.0 470,0 +70.0-410.0 -0.0-110.0+70,0 4701 70,0 410.4 70.0 406.2 02 cotan St. 21617.21516 +7QA•110.0 +70.0 410.0 +70.0•110.0 .70.01.110-01 d2_- Cu0um19ks 20.617.21519 •70.0 110.0 •70.0-170.8•70.0-110.0 -70.0-110.0 -710,-11010 70.0 410,0 •70.0.110.0 •70.0-07.0 Cytum So* 17817.20.518 +70.0-110-01470.0•110.0+70.0-AIDS+'70.0 4lau Cudpm6t0 47.517.71516 70.0-114.0.76.0•170.0.70.0 80.0 7010-1786+70.0 470.0 70.0 4.10,0 Q0.0-10.0•740-09.8 cotom S. 14617.1?.616 1700•110.0 +70,1 •110.0+70,0•110.0 +74,0 .1110 cudom Bka 14.517.17.610 .70.0•7100 •70.0-TSA +70.0•170.0 -70.0-iD6.q 70.0-020 70.0-700.0 •70.0•1001 •70.0•100,6 Qm..8ba 13417-14514 +70.0.110,0 +mo-10.0+10.0.11Do +70.o 1!QO fhA_Sim 13.017-10.616 70.0-110.0 -704-110.0.70.0-106.7 70.0-Sao!70.0 47.1 740 -044 -70.0 4U •740 444 Stlmm 1 11,664.13.010 +70,0•110.0 +704•110.0 +70.0.110.0 +704-110.0 Sh.0.1 IU84-13.010 •70.0-110.0 •704•110.0 •70.0•7026 70.0 47.0 7X0 413 •70A 40.1 770.0 W0 .770.0 -040 744801 30.577-41.574 '.704 41041.704•1144+704 71124*704•110.0 t 71018139.517-41.644 -TRO.1lo.0 70.4 170,0 +TDO-1110 .70.0 110.0 :Tao-lito•70.4-.10.0 416,0-01.9 -?AO 400 Q6tem Sim 36517.30.60 +70,0 -110.01470.0 410.0 +70.0.110.0 +760 419.0 eudsm 9ke 30.617.39.610 •740•110,0 •740-1100 N0.0•110.0 N0.9-710.0 •70,0-110.0 •70,4•710.0 +7001 .0- ,7 +70.0 48.3 Ep47474 98617.36.518 .704 410,01•*J40•71to +700 4100 +70.0•110.0 Ew"s 31517-30.518 •70.0-104 74,0-110.0-70.0-110.0 .70.0-110.0 70.0-110.0-740-110A .70.0-00A+70.0 490 Tb clwmSke 32,617.33510 -no-110.0 1+770.0 1 410.0 +70.0.170.0 +70.0 •1160 75 cOf0m8W 32.517-35.516 •70,0 410,0 +704•110.0 •70.0-1140 +704-1140 .7a0-110.0 •70.0•1140 70.0-108,7 70.0 482 StemadPrdaw 24617.32548 -no416.0 +740.174.0+70.0-3.40.,0 +704 •1144 91a191aWRW" 20.817-32818 +70.0-110.0 +70.0-110.0.70.0-70,0 1+70.0-110.0 170.0 140.0 •70.0-IOSS +70.0 401.6 -710 491 Custom Ske 29517.29.616 -?p3.•110.0 -70.0•110.0 +710•110.0 MA 410.0 CAdam8k4 26.517.29.310 .70,0•1100 70,0-110.0 •70,9-107,0 .70,0-1024 70.0 40,6 +70,0 49.4 •70.0 48.4 •70,0 48.4 ShmW 2461-1-24.60 +70.0 7.100 +70.9 71!.10 .10.0-110.9 170.9-0760 ShaRea) 24610-20.616 •70.0-10.4 flit 0.0 +70.0 1048 •70.0 .1 •70.0. 49A •70.0 424 70.0 424 •746 424 EquaHtte 99617.41,343. .70.0 40.0 +700•71.10 170.0-110.01470.01410.01Equ4444 36.517.41.BN •70,0-110.0 0,0 +0,0-3.10,0 70.0-110,0 N0.0-110.0 704-09,8 •70.0 40.7 -70.0 41.1 GLASS TYPESBTHROUGH B4 Cu24xn8k4 55.617.38576 +74.0.11x0 +70.0 •1160 +70.0•110.0 .70.0 4.110 94 Cu32om8ke 35.6!7-38.516 70.4-710.0 ,0 •T0.p•107,0 70,0-1024 70,4 -080 70.0 40.4 •70.0 48,4 +70.tl 41.6 16 MN 3Wsla7'rDlaw 33616-5965-1 .ADA-1700+AOA•13.86+710•1780 -740.1148 9ipndamPf014w 3.1818.38618 •717,0 AIDA 0.0 70.0-026 •70.0 •870 •T0.p 433 •700 40.1 •70.0 40.0 +70.0 40.0 .•CHANNEL ORINTEORAL PRODUC3'REVISED 81.18 709801 "`•41514 +704•1760 +70.0.1140 +70.0-170.0 +740-3.10.0 9179 TaOmI -4!.841 .TdO-110.0 .4 +70.9-1028 70.0 47.0 70.0 413 •704 -014.1 1700 -00.0 700 460 n co FIN FRAMES as complying With ft Flg6{da SEE TABLE 11,SHEET 1G FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY, as in lCods • ••MIN.SASH HEIGHT-WINDOW BUCK HEIGHT-60.136 ••MIN.SASH HEIGHT C WINDOW BUCK HEIGHT-60.136 AcaPktnp6 Tfo( 1Y I-YMh7 r,77� R9N4kr. E•7�iTattanDatS a'�•: +<,iceNyp•�9:••,4f_� 0.i d 6P7od»gt 07X110€ NOTES., }; No.68705 Dram W. 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. =x1:•E'�"•- 4 - 1070TECHNOLOOYDRNE DESIGN PRESSURE TABLES J ROSOWSKi O STA + N.VENICE,FL 34275 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. `''•.�(OR7D?•.. •\ I841}48o-1800 TIUk Cath. 30 ESN THE E NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 'sir 70NgL EN .` AXRMMRsr7iuEA"' SINdGLE•HUNG WINDOWINSTALLATION�ALM 05l15l 5 A LYNN I,�i11LER,P.E. 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Qr1❑ �L_�. ��O IQQ 111 1 REINFORCEMENT 1j 0��_L .T D5O FRAME SILL 6r OB FRAME SILL 1,375" O SILL FRAME SILFRAMEFIN O c"L T NEL LAN 1.375" T 1.872• 1.641' 1215' • .97 . 2.100' I 1.47Y 1.630" 1.376" 2.176 .065I� 590' 1.665' +-�IIY -341I`7 " 590. 355' .070' 050'4" . 1231' 1.000' G6� .070.050" 035° ' FIXED H STOP I LIFT RAIL LIFTRAIL BEVELED BEVEI ED 14 MEETINGRAIL 18 SASH RAIL 17 COVERS 18 SAS REW COVER ,9 INTERLOCK 2U, INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER PRODUCTREVLSED w comPl71n9 with ft Florida Building Code `tltillllrrrr�� A. teeooNOl7• Q5 RaHabn: r4 ruioo Dde pjJ .664° .318' -1 ti .300• aO'�,CENSF ��j .75 764' .750' �*; No,58705 ; *' ® DeecrlPtronr LAMIIG EXTRUDE 025" ROLLED •' I :•40 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS ROSOWSKI 0;c.' , ATE F !V N.VENICE FL 9427b 72 BEADING 80 SCREEN FRAME 81 SCREEN FRAME �i lCs•••:��ORIDa.•'' C��� TIUe: Dote: ,70NAL�N�'.``� ��1180D SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 7 r I 1 I I I I 1 t t t� pvf�I 9iMPoEe,INC. SerfnlModel: Sca7s Shaet• DmMUip No. Rer. A.LYNN MILLER,P.E. AILWOIITeREGFJiVE� SH-5500 NTS 11 OF 13 MmNO. 00-01 B P.E.058705 CERT.OFAUTH.1n8288 SILICONE HOT-MELT BUTYL TABLE 12: TABLE 12,CONT.: STRUCTURAL Bill of Material Bill of Material,cont STRUCTURAL SILICONE 3116'NOM. # Part# Description Material # Part# Description Material POLYISOBUTYLENE 1/4"NOM. WITH DESICCANT WITH 1 101 Single Hung Frame rad&Jambs-J-Channel PVC 45 720197 Auto Loc echarusm C Steel DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zno EXT.GLA5S EXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Rn PVC 47 720195&6 Auto Lock Coker Assembly Cast Znc 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 820105 SWDH Frame Sill-J Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Znc 6 620106 SWDH Frame SIII-Flange PVC 50 ?76X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS INT.GLASS INT.GLASS 7 620107 SH/DH Frame SIII-Fin PVC 51 420181 L/R Beveled Tilt Latch Comer Key PVC 8 620108 SWDH Frame Sill-Equal Leg/Box PVC 52 42D182 LIR Pull Rail Tilt Latch Comer Key PVC KODISPACE SUPER 14 620131 Fixed Meeting Rag PVC 53 7634PHFL #6x 3r4"Ph.FH SDS(Comer Key Screw) SS rs 4SG TPS SPACERU NXTTr•1 16 620129 Sash Rall(Sides,Top&Bottom) PVC 54 420183 'lit Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1'Tilt Latch Spring SS ALUMINUM 19 620158 Pull Rail Interlock 6005 T5 AI 57 420186 Plastic Tilt Latch Finger Pull PVC *REINFOREMENT pOLYISO• DESICCANT FILL AREA 20 620144 Pull Rail Interlock Coker PVC 58 720192 Metal TIR Latch Finger Pull Cast ZncBUTYLENE 5/16"NOM. 21 620157 Beveled Interlock 6005 T5 AI 59 420180 Pivot Bar Comer Key PVC SEAL 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS BUTSILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Znc DESICCROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cast Znc FSTAINLESS STEE 28 620153 Standard Meeting Rall Reinforcement 6005 T5 Al 65 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS •GLAS 27 620154 HD Meeting Rail Reinforcement 6005 T5 Al 66 420188 Bottom Latch Strike Plate Cast ZincEXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 978588 #8 x 5/8'Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Laml I.G.Bead PVC 32 61719 Weatherstrip,.187'x.220"PolyPlle 74 Backbedding,GE 7700 or Dow 791 SiliconeASS INT.GLASS 33 61825 Weatherstrip Plug,.220'Flnseal 75 71646N Setting Block(7I8"x 1'x 118"),85+/-5duro_ EPDM DURASEALP XL EDGET" 35 78X1MTrr #B x 1"Ph.PH SDS(Interlock Mounting Screw) 8o 61012 Extruded Screen Frame Alum 7s SPACER 79 SPACER 36 76X3THPX #B x 3'Ph.PH SMS(Meeting Rall Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum 37 71669SP Meeting Rall Screw Support Plate 6063 TO At 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720)D000( Constard Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8x314"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816C48 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635181614 .140'Screen Spline(Machlne/Hand Rolled) Vinyl 44 78X714FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw 410 SS VISED P art Description Material tsz pc.-rRaM" as rnmplying wire the Florida Kommeding 4SG TPS Spacer System aaeptm eNo 17 D(o30.o5 See this I I l l l r r F 'rot n Date,j�L �D� Quanex Super Spacer nM with Hot Melt Butyl Sheet for . 'P'�'r017 .� ANY LYNN Quanex Duraseal Spacer Materials OCEN4 ' �( sae Product Cardinal XL Edge Spacer REFERENCETEST REPORTS:FTL-8717,8968&8970 =*: Ne•58705 Deaafprrat: 1070TECHW&MYDRM BILL OF MATERIAL(BOM) J ROSOWSKI STATE OF N.VENICE,FL 34276 Gate: ',mss''•c�OTOW RIDP,.•''����� (e41Ne0.1� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: ��'�is70NAL ENGv`' ccvrrposromn 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. �rrr 11 t 111 t 1�� nxarrarart REURM trrG Snf s1Lo".. Scale; SMrp rx+mnp No. Rtn^. 2)ITEMS#9-13,15,24,28,29,34,39,61.62,fi&71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A LYNN MILLER,P.E. 81'I-550O NTS 12 OF 13 M D-S H5500-01 B P.E176870.5 CERT.OF AUIH.1128298 OPT.SWEEP LOCK O 46 48 OPT.AUTO LOCK 18 47 20 67 OR 58 I 48 85 i 51 OR 52 45 1 i 55 O OPT.PULL RAIL� i ! ' 22 I 82 ORS _ 18 INTERLOCK& f ' COVER 66 �) i O 87 0 Q I 86 ` } i ` 35 '--•.. OPT. BEVELED 1 MITERED FRAME WITH 21 INTERLOCK INTERIOR AND EXTERIOR 18 "o &COVER �� FRAME WELDS O \ 18 i / \ 54 72 X4 ~ X4 18 53 `.� i• 80 OR 81 14 OHE''`TOBGE—• \ �•• �., SCREEN OPT.PULL HANDLE ASSEMBLY 84 WITH LATCH DETAILS CONSTANT FORCE �1 18 OO 83 � 41 BALANCE �'-.;``. �--'•• OR 'i OPT.PULL _ ORO 42 43 SPIRAL'BALANCE HANDLE "`J 1•� d 83 1 67 •\ .� 18 MITERED FRAME WITH p SASH INTERIOR AND EXTERIOR ' 7 ASSEMBLY FRAME WELDS /r '-' DETAILS ��.''••. EXTERIOR59 - 63 2RODUCT REVISED A ACHE \ as complyiogwithtiw Florida 5 -�.....�BTOg 53 } Building Cod. A tn,rF 1111 -'_ __ .—_-__ •. -. 'ralioo Date ¢a FRAME \ \1'-,W LYAAy ASSEMBLYC`�`. ��ceivS' �( Lro,.Pda Product Qn DETAILS No.58705 r •' * Deautpliorc DmMn B/. EXTERIOR `~ •'•�(� (�Z.•'. 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: \ \•, i�,n'r,• SETT OF 4V� N.VENICE,FL 34276 C� <ORIDA,.•' _�: (941y4MIOW SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1)SOME PARTSlOPTIONS NOT SHOWN ON DRAWING FORCWRITY. i,�ss� NAL G\``\ pCWY"J iRI020117 2)J-CHANNEL FRAME SHOWN,PARTS#1&5.OTHER FRAME TYPES APPLY. EN�` Serioe/AlodeL• Scale: Sheol: DrvMfip No. Rev: 111 111 ""�"1i9f�� SH-5500 NTS 13 OF 13 MD-SH5500-01 B 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS B&7. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LYNN'E#58705 P E CERT.OF RUTH.#29296 t