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HomeMy WebLinkAboutProduct Approval I I Dena Matthews 4706 Matanzas Ave I A 10 PPA (80) 32 I 23 25 (1D00� V 24 T6 4 eAdN Q P f I I I I I I 4 i MIAMI- MIAMI-DADS COUN I Y ROM 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, . 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material-within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval 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 mamifacturer'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 therei 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 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. I NOA No.15-0519.05 M1AM1•DADE COUNTY Expiration Date: July 30,2020 Approval Date: July 30;2015 Page 1 I ti II PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. NW-SH5500-01 titled"Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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 2411.3.2.11 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 o,I f a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964,dated 11115/14,signed and sealed by Idalmis Ortega,P.E. 2. 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. C. CALCULATIONS i 1. Anchor verification calculations and structural analysis, complying with TBC-Stn Edition (2014), dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel Pelez,P.E. Product Coatr4Zxaralner NOA No. 15-0519.05 i Expiration Date: July 30,2020 Approval Date: July 30,2015 t •, I 1 i 1 PGT Industries,Inc. i I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I E. MATERIAL CERTIFICATIONS (CON TrNUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacitc@ PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlasO(CIear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 1 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and.Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Winl ow and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. I F. STATEMENTS 1 1. Statement letter of conformance, complying with FBC-20110 and FBC-51h Edition (2014), dated May 15, 2015,issued by manufacturer,signed and sealed by Anthony; Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 15,2015, 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. G. OTHERS 1. None. I f I I 1 i I I Manuel er z,P.E. I Product Contro aminer NOA No.15-0519.05 (Expiration Date: July 30,2020 Approval Date: July 30,2015 E-2 I i ANCHORAGE EXAMPLE FOR 28-1/8'MAX O.C. 21-5/8' ANCHORAGE EXAMPLE DESIGN F' ESSURE RATING IMPACT RATING RADIUS-TOP 54'MAX BUCK WIDTH MAX O.C. FOR ARCH•TOP VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. 12"MAX.FROM HEADER(SIM.FOR ALL LEVEL,SEE SHEETS 67 IMPACT RESISTANT FOR ALL FRAME SEAM y,( 30' 12'MAX / WINDOW TYPES) WINDOW TYPES) B SEE�.__._, MAX.O.C. 10'MAX FROM SEE SHEETS 1-1/4' // SHEET3 / 52-118•MAX BUCK WIDTH SHEET3 --t- �-7 12'MAX• SHEET3+ FIXED VISIBLE 12 FRAME SEAM SHEET4 (- �._- 30'MAX O.C. 1 / D.SEE 8&9 1 uGHT WIDTH ---7771--- B,SEE •-_�-�-30'MAX.O.C.+{�►�-1T MAX C,SEE 1 } A.SEEHANWOHIO-RIS 12"MAX, SHEET3 SHEET4 I I SHEET3 , FIXED _ + ESPACED LSGHT 17-71WMAX.O.C. SHEET 3� 2'A1A)G IIBLE A,SEE EpUALLY17-718'MAX O.C. � �PER HEIGHT 17-718'MAX O.C.SPACED TABLES9.1181.78' SPACED �ANCHORSPERTABLES 9.11 MAX ANCHORS PER84• 0I BUCK TABLES 941 6Y O BUCK MAX _r HEIGHT HEIGHT 7'MAX.O.C. HIGHTX1D'MA%.O.C. 0'MAXIO.C. BUCK S- X HEIGHT X (MMAX.) / 13.314'MAX O.C. I ---�EQUALLY13,14'MAX.O.C. C-0UALLY SASH 13.3/4MAX.O.C. EQUALLY /SPACED � VISIBLE _� SPACED �•-- SEE ANCHORSPERANCHORS PER LIGHT ANCHORSPER / SHEETSTABLES 9-11A I TABLES 9-11 HEIGHT ATABLFS941 / lA8&9 / C .6.1?MAX ('r1?MAX 6.1?MAX JNO ANCHORS AT SILL 1f NO ANCHOR AT 51 D�-SEE SILL WEER SEESILLWEEP- B�7(y' -+il SEESILLWEEP- SEESILLWEEP- NOTCH DETAILS, SASH VISIBLE NOTCH DETAILS, 54'MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETA08, SHEET3 LIGHT WIDTH SHEET3 / SHEET3 SHEET4 ? ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH 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 75'HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ.THE OUTBOARD LITE(CAP)MUST TEMPERED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 GENERAL NOTES.............._......1 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHORTYPE. ELEVATIONS............................1 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 FRAME,GLASS&ANCHOR DEPICTED AS 2X ARE 1-111r THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN OPTIONS........................2 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). INSTALLATION,FLANGE& 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS EQUAL LEGIBOX_._._.._...3 SHOULD BE SEALED.OVERALL SEAUNGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION,INTEGRAL FIN 8)114. MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. &J-CHANNEL.......... 4 7)DESIGN PRESSURES: GLAZING DETAILS......._.............5 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E7300. DESIGN PRESSURES...._._._....8-7 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ANCHOR QUANTITIES............._.8-10 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN EXTRUSION THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS ASSEMBLY&PARTS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. - 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. --- - ---—♦pproved as tmnplylog.11h tlu --- 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NON ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NON ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER SHADES OF Fluride u "ac e CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN Dal. 5 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 1� /7j ReN«d Sr. Date: RaWslon: NOM 5 `\�� LYNN�f iMimi n eProduUC USER INSTRUCTIONS: CZO�( .''LCENSF '•.FP %- D7 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. � Qom.• 1- •'.�= ReWBy.aed Dale: RMsbn: 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING,TO THE INSTALLATION CONDITIONS. No.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN �, _ ® Deauep6on: Waan g1-•• PRESSURE FROM TABLES 4-B.RMUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FORTHE WINDOW GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. -'O�. 8' 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHOR/SUBSTRATE HALL MEET REQUIREMENTS FOR SIAL' F j`� T070 TECHNOLOGY DRIVE 11tb: Dat.: YOUROPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEETSETARE MET. '•, M'li& N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5)INSTALLAS PER SHEET3FOR THRU•FRAMEINSTALLATION OR SNEET4FORINTEGRAL FIN INSTALLATION. i �` '••.,,,.g/ (s41)-4eo-tsoo sh«(: ttraMmq Na R.r.NOTE:OESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.LITH. P.E. __ INTEGRAL FIN OR EQUALLEGIBOX). PEd507o5 CERT.OF AUTH. /29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 TABLE 1:ALLOWABLE GLASS TYPES Frame Glop Frame I Frame Glop Description(Usted from Extedor to Interior) Design Preset Types Options Contigs. Shapes Installation Options that may be used Type # Bhaet# (see Fig B) (we Table 1) (we Fig A) (we Fig C) 5 7/8'Laminated I.G.:1/8"A Exterior Cep+7/18'Air Space+6116'Laminated;(2)Liles of 1/8'A Glass xAth.090"PVB Intedayer 4,5 6 ...,Into 2X Wood Freme/Buckstrip-sheet 3,option 1 6 71W Laminated I.G.:11W T Exterior Cep+7116'Air Space+6118'Laminated;(2)LBes of 1/B'A Glass with.090'PVB Intedayer 4,6 6 Equal-Ute, 8quareJRect., F Through the game....Into Concrete/CMU-sheet 3,option 2 7 718•Laminated I.O.:3118'A Exterior Cap+316'Air Space+5/113'Laminated;(2)Ursa of 11W A Glass with.D90"PVB Intedayer 4,6 6 targe 5-16 Odel/ProNew Arch Top 8. 8 71W LamUnsted I.G.:3116'T Exterior Cap+318'Atr Space+5118'Laminated;(2)Utes of 116'A Glave with.090'PVB Intedayer 4,6 6 (#2) b Cottage Radus Top of the window"•"' ••••through 1X Buckstdp Into Concrete/CMU-sheet 3,option 3 9 7113"Laminated I.G.:1/8'A Exterior Cap+7116'Air Space+5/18'Laminated;(2)Utes of 118`H Glass with.090'SO Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 71W Laminated I.G.:1/13'T Exterior Cop 7116'Air Space+5118'Laminated;(2)Ules of 1/6'H Glass with.090'SO Intedayer 7 7 ....Into 2X Wood Frame/Buckshtp-sheet 3,option 1 Box f Equism4o Square/Rect.,op& Through the frame....into Concrete/CMU-sheet 3,option 2 11 7/6Laminated I.G.:3/18'A Exterior Cep+318'Alr apace+5116'Laminated;(2)Liles of 1/8'H Glass xllh.090'SO Intedayer 7 7 9h Equal-Log 5-16 Od Cottage ReduTop p of the window. through 1X Buckstdp Into Concrete/CMU-sheet 3,option 3 12 7/13'Laminated LO.:3116'T Exledor Cap+3!8'Airspace*6118'Laminated;(2)Liles of 1/13'H Giese with.090'SG Intedayer 7 7 (#4) 6 College Redue Top ""' ' 13 7/6"Laminated I.O.:118'A Exterior Cap+5118"Air Space+7/16•Laminated;R)Utes of 3118'A Class wilh.090'SG Inledayer 8 7 ....Into Metal-sheet 3,option 4 14 718'Laminated I.G.:1/8'T Exterior Cap+5/113"Air Space+7/16'Laminated;(2)Liles of 3/18'A Glass wgh.090'SO Intedayer 8 7 Through the ....Into 2X Wood FramdBuckstdp-sheet 4,option 5 15 7/8'Laminated I.G.:3/18'A Exterior Ca +1/4"Air Space+7116•Laminated; Lues of 3116'A Glass with.090'SO Intede er Equal-Lite, Amh-Top&,Integral tin...... ,,,,Into Metal-sheet 4, tion 7 P W R) Y 7 7 J-Channel 5-8 Odel/Pralew Arch-Top 6 � 16 7/8"Laminated I.G.:3/16'T Exterior Cap+114"Air Space 4 7/18'Laminated;(2)Lite*of 3116'A Glass with.090'SG Intedayer 7 7 (#1) 8 Cottage Radus Top Through the frame....Into 2X Wood Fmme/Buckstdp-sheet 4.option a of the wladow...... ,,..Into Metal-sheet 4,option 6 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES S.7,9.11.13 Through the ....into 2X Wood FremelBuckstdp-sheet 4,option 5 Min.Edge Min, 615 MAY NOT BE USED IN Integral Fin Equal-Lite, 8quarelRecl.,Integral fn...... into Metal-sheet 4,option 7 Group Anchor Substrate THE HVHZABOVE 30'. 5-8 OdeUP(Wow Amh•Top 3 Distance Embedment • (#3) Th hthe frame ....Into 2XWoodFmmafBockstdp-sheet 4,option 6 P.T.Southern Pim S = . ) 7116' 8 Cottage Rectus Top rha8 of the window......,-,.into Metal-sheet 4,option 8 #10 SMS Steel,A36' ala, 0.050' (steel,18.8 S.S. FTHREADS Steel Stud,A653 Gr.33• 3/8" 0.0451'(18 Ga.) BEYO DTHE METAL FIGURE A•FRAME CONFIGURATIONS FIGURE B:FRAME TYPES 'H'=HEAANNEALED or 41S.S.) STRENGTHENED A Aluminum,6083-T5' 3/6' 0.050' SUBSTRATE.FOR T=TEMPERED P.T.Southern Pine(SG=0.55) 7/16' 1.3/6• STEEL STUDS, ` pFq 'PVB'=.090'BUTACITE®PVB 3116"steel Ultracon Concrete min.2.85 ksi 1• 1.3/6" MIN.Fu-45 KSI 8 �i .Y� BY KURARAY AMERICA.INC. ( ) MIN.Fy�3 KSI. /// �� 777 Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" y/ 2 4 0 'SG'=.Deo•SENTRYGLAS® P.T.Southern Pine(SG=0.65) 9116• 13(8" 'UNGROUTED CMU' ,�i INTERLAYER BY KURARAY #12 SMS VALUES MAYBE /// BOX OR AMERICA.INC. Steel,A36• 316' 0.050' USED FOR GROUTED YYY EQUAL- Steel(steel,18.8 S.S. / �/ FLANGE Steel Stud,A653 GG 33' 3/8" 0.0451°(18 Ga.) CMU APPLICATIONS. 7i LEG PVB AND SG INTERL U E D MAY or 410 S.S.) ALSO BE MANUFACTURED BY Aluminum,6063-T5' 3/13" 0.063° EQUAL-LITE ORIEL COTTAGE KURARAY AMERICA,INC. 114'steel URI_- Concrete(min.2.85 ksi) 1" 13/4" C Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4" FIGURE C:FRAME SHAPES 1/41 steelCreteeex Concrete(min.3.35 ksl) 1" 13/4" ---IBUCKWIDTH �{BUCKWIDTH♦_—�{BUCK WIDTH[ -- 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 13/4" 1/4"steel Ultraron P.T.Southern Pine(SG=0.55) 1' 1318" Ile steel Cretellex Concrete(min.3.35 ksl) 2-1/27 13/4' O Y O Ungreuted u1 CMU,(ASTM C-90) 2-1/z' 1-1/4• _ _ 1 CHANNEL INTEGRAL D 1/4'steel Crele6ex _ Q P.T.Southern Pine(SG=0.55) 1° 13/8• w °y 114'steel Aggre Gator Concrete(min.3.275 kat) 1-112° 13/8° m w m1 x 114"steel Aggre•Gator P.T.Southern Pine SG=0.55 1' i 1 i Grouted CMU,(ASTM C30) r r RECTANGULAR RADIUS-TOP ARCH-TOP WINOOW.SHAPES AS ABOVE-OR SIMILAR ARE APPROVED,SHAPES MAY • roved as complying TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN - - -— pP ply g with th• BE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING ——Florid► it agC -- —-- Group Anchor Substrate Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Date Distance Embadmenr THE TABLES ON SHEETS 5.10. III NOAx \� /� RoWwd W. Dote: Revldorm mi a Peodact E 21/2"Ring-shank Common g Mail P.T.Southern Piro(SG-.55) 3/6' 2-7118' ���``CN(`�NN n?/(�F'Q/��� �- r�`Z`.•'�GENSE i P.T.Southern Pine(SG=55) 112' 13/8' Qom.:' * Rsvasd BY Data Revbbn. #10 Trusehead SMS aluminum,8063-T5' 3/8' 0.050• .yr: No.y6T05 (steel,0 S.S.S. Steel Stud,Or.33" 31W 0.0451"(18 Go.) - tr= ® Daeripu*n. Oram eY or 410 S.S.) (/A;� F Steel,A36• 318" 0.050' THREADS BEYOND ^ 0 1 1$ w; GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pim(SG=.55) 9118' 1318' THE METAL 'f1 ST TE F Z. rCEff. TECHNOLOGY DRIVE IIUs: Data. #1zsMs Aluminum,I)os3T5• 316" 0.063' SUBSTRATE.FOR 0,%''-.,FLDRIv?:'�� ENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18$S.S. Steel Stud,Or.33' 318' 0.050" STEEL STUDS, �i�FS, """ M 410 S.S.) MIN.Fu=45 KSI& r/rr SOON P�;�� 41)-480-1600 swkelbodes Seek: SMet: Orosfip Na. Rsr. Steel,A36' 3/8' 0.050' MIN.Fy=33 KSI. A.LWO MILILEtf�,P.E. P.E.N 68705 OF AM. #29296SH-5500 NTS 2 OF 13 MD-SH5500-01 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. 'OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREOTHROUGH EMBEDMENT FRAME INTO 2X WOOD 114'MAX SHIM FRAME OR BUCKSTRIP. T I t6 1/4'MAX SHIM SEE NOTE 2,THIS SHEET. EMBEDMENT T a.+- SASH VISIBLE L__ 17 EDGE FLANGE FRAME 1 j EDGE ,�IG� 18 LIGHT WIDTH DISTANCE SHOWN J� DISTANCE U — -- -- 44 BALANCE TYPE VARIES SHIM TYP.ANCHOR MAX TYP.ANCHORTYPE, 42 WITH SASH -- — -- TYPE, SHIM EMBEDMENTAND WEIGHT 54 o EMBEDMENT 2 TYP.ANCHOR TYPE, EDGE Q 30 AND EDGE p EMBEDMENT AND EDGE DISTANCE PER • 31 DISTANCE PER n DISTANCE PER SUBSTRATE, EDGE SUBSTRATE. SEE TABLE 2,SHEET 2 O I I SEE TABLE 2,SHEET 2. SUBSTRATE, _,? DISTANCE SEE TABLE 2, 18 o EXTERIOR I1-'\` - SHEET 2. FIXED VISIBLE 4 lU1 FIXED 19 20 OPT.SASH TOP FLANGE 2 LIGHT WIDTH _IGB EQUAL VISIBLE LIFT RAIL FRAME I 2 LEOX HEIGHT FOR ALL WINDOWS:LIGHT NOTES: SHOWN BUCK WIDTH FRAME t ANCHOR 03.55' HORIZONTAL SECTION A-A SHOWN 49 48 FROM END AND AT 1)USE ONLY Q 21 CENTER SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, 72 OVER 36'WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMBTEEL FRAMING OR STEEL STUD. D ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. 45 48 47 SCREWS @16.318' INSTALLATION OPTION SHOWN MAY 14 OFROM END. BE USED ON ANY SIDE OF THE 35 WINDOW.Q FOR WINDOWS WITH WI114'MAX. BOTTOM LOCKS: SHIM 910011.0112STEEL 114'MAX. BUCK S0 16 ADDADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM HEIGHT USED INTO WOOD AS PER TABLE 2, SCREWS @ 8-38' SMS(GS),SEE 85 1— FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2, 30 THAN 1-12'THICK ARE TO BE SHEET 2. D SASH CONSIDERED 7X INSTALLATIONS.1X EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS DEPICTED AS ZX ARE 7-72'THICK OFT 86 16 USE EITHER OR GREATER.7X AND 2X BUCKS 65 LATCH OR (WHEN USED)SHALL BE DESIGNED L� (2)7' Bt 30 64 BOTTOM LOCK TO PROPERLY TRANSFER LOADS TO FLANGE Q EQUAL a INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGBOX WEEP LOCATION:6-518" DESIGN AND INSTALLATION IS THENOTCHES AT 8p FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN Q FRAME SHOWN o EACH END. OR ARCHITECT OF RECORD. EXTERIOR e 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl INSTALLATION — -- �7 .(ALSO REFEF:RED TO AS DAYLIGHT —OPTION 4 OPTION 4 —67 — -- — -- -- 4 rovedmtom atlhtOs OPENING)IS MEASURED FROM 1/4-MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH— — Florid. dugC EQUAL-LEGBOX OQ� FRAME INTO METAL FRAME INTO METAL Date. FRAME SHOWN G� o \NII I I I I NOAH LYNN 4"�"" R.waed Sr. Date: Revfelon: A I dee u4 .27'X 7.25' '+ T :����-•L\CENg <<F`11� By� NO ANCHORS Q�;-- E •,P WEEPHO� .•.'. - .. - REQUIRED IN VISIBLE LIGHT FORMULAS i4 No.58705 • Reword W. Dole: Rewslon: WICOVER FLANGE OR ` 2.87'FROM O - - - FLANG OR WIDTH — EACH END. EQUALFRAME SILLS (d SASH:BUCK WIDTH-6.12' DesafpftL Drawn @FIXED LITE:BUCKWIDTH-4,Vr /S - (1f` FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI ��U�. S,A'E OP BUCKHEEGHAL-LIT 5/16' �r•'•F�D,RIUP,.•' ��1�` 10710 TECHNOLOGY Titte: Dote: VERTICAL SECTION B-B G, SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 � 11NAL1�p11`� (941)-480-1600 sede�/Modop scare: sneer Drarrn0 No. Rev: A.LYkP MILLER,P.E. CERT.OF AW11H. #29298 SH-5500 NTS 3 OF 13 MD-SH5500-01 P.EA 50705 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 If EDGE DISTANCE ANCHORED THROUGH INTEGRAL Ir- EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR O114'MAX SHIM 1/4'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASHVISIBLE 17 J-CHANNEL EMBEDMENT AND EDGE ❑� tg LIGHT WIDTH ❑ FRAME 1 DISTANCE PER SUBSTRATE, a SHOWN O( 1 SEE TABLE 2,SHEET 2. -- -- — u o (SCREW SHOWN) D 44 BALANCE _ EMBEDMENT _L �0 l4'MAX SHIM TYPE VARIES 42 WITH SASH —o -- 1 ETYP.MB ANCHOR TYPE, DISTDGE ANCE //� WEIGHT 54 30 EMBEDMENTANDSUBSTRATE, L 31 O � DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2. TYP.ANCHOR TYPE, EXTERIOR 18 (NAIL SHOWN) o � 67 INTEGRAL EMBEDMENT PERAND EDGE SUBSTRATE.DISTANCE PER SUBSTRATE, FIXED 19 FIXED VISIBLE 3 FRAME SEE TABLE 3,SHEET 2. 20 OPT.SASH TOP J FRAME LIGHT WIDTH SHOWN (NAILSHOWN) VISIBLE LIFT RAIL FRAME 1 LIGHT HEIGHT FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55' BUCK WIDTH L_- 49 48 FROMENDANDAT 1)USEONLY HORIZONTAL SECTION C-C O D 21 CENTER. SUBSTRATE-APPROPRIATE i 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMWUMISTEEL FRAMING OR STEEL STUD. 72 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 1!4 MAX' (� MAYBE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. SCREWS @16.3/8' INSTALLATION OPTION SHOWN MAY SHIM 8—\ 4 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE BUCK O FOR WINDOWS WITH WINDOW. O 16 BOTTOM LOCKS: #10 OR#12 STEEL 114'MAX. HEIGHT 50 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE SELF DRILLING SHIM SCREWS @ 8-318' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE SHEET 2.ALL WOOD BUCKS LESS 85 30 FROM END. THAN 1-112'THICK ARE TO BE ❑ TABLES2.3, D❑(�—� SHEET 2 SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO \rJ HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS 16 LATCH(SHOWN) DEPICTED AS 2X ARE 1-112'THICK 86 OR BOTTOM OR GREATER.1X AND 2X BUCKS OPT. LOCK(SHEET 3). Q o Q 85 TESTED UNIT (WHEN USED)SHALL BE DESIGNED Q FIN'ANDIOR Q (2)1' 81 31 30 LOCATION:6-518' TO PROPERLY TRANSFER LOADSJFLANGE REMOVED INTERIOR TO THE STRUCTURE.WOOD BUCK FROM SASH END. IN-FIELD WEEP DESIGN AND INSTALLATION IS THE NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN o o EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION _ — --THROUGH FRAME.--- — -----(ALSO,REFERRED TO AS DAYLIGHT_ —— OP_TION_7 OPTION 8 Approved complying wlih lhs OPENING)O MEASURED FROM ANCHORED THROUGHFRAME INTO METAL--- - 1!4'MAX BEADING TO BEADING. ANCHORED THROUGH INTEGRAL FINIFLANGE REMOVED Da e_huldINTEGRALFIN —y-1 SNIM 11511 I I f I!/ INTEGRAL FIN INTO METAL ( 1 Ualq-FRAME SHOWN o—�--M1� �� /� NQAp2TX1.25'WEEPHOIP `� �pFeHaed Br Pots: ReWalon: mIePmdect OW/COVER Q 2.BT } �� a 1,\CENSE•.,l�,p i FROM EACH END. I Q ' �•" VISIBLE LIGHT FORMULAS = T`r i No.58705 �� = flerlsad BY Dole: Revtalon: TYP.ANCHOR TYPE, EDGE DISTANCE — EMBEDMENTANDEDGE _� WIDTH _ ,.t,�c��, = Dmm or. DISTANCE PER SUBSTRATE, _� @SASH:BUCK WIDTH-6-112' tAT7017 DeattlPtlomSEE TABLE 3,SHEEr 2. �(EMBEDMENT @FIXED LITE:BUCK WIDTN•4.318' %�1 W; J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) 0 (U HEIGHT(EOUAL-LITE) �i��•'•.F<ORIOP;.r" N. 1070 TECHNOLOGY DRIVE 7IUc Ua(B INSTALLATION FIN VERTICAL SECTION D-D BUCK HEIGHT/2-3-15118' �''�;S`S/pNAL rN.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05!15/15 INTO 2X WOOD FRAME OR BUCK- /rl/Illlll��` (941)-480-1600 Serfea~I. may. Sh"': Droving No, Rer. 1 STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER P.E. CERT.OF AU1H. /29298 SH-5500 NTS 4 OF 13 MD-SH5500-01 P.E.g 68705 �-{ 718'NOM. 718'NO7/8"N 7/8'NOM. 718'NOM. 6M6'AIA PVB I 5/16"A/A PVB 5/18"A/A PVB I 5/16"AIA PVB I 5/16"HIH SG 7/16"AIR SPACE 7/18"AIR SPACE 3/8'AIR SPACE 3/8"AIR SPACE 7116"AIR SPACE 1!8"A GLASS 1/8"T GLASS 3/16"A GLASS 3118"T GLASS 118"A GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER t CARDINAL SPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7/0'NO716'N 7/8'NOM. 718'NOM. 718"NOM. 5116'H1H SG 5/16"H/H SG I 5/18"H!H SG 7116"A/A SG 7/16"A/A SG 7/18"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5116"AIR SPACE 1/8'T GLASS 3116"A GLASS 3116"T GLASS 1/8"A GLASS 1/8"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR--FSUPERSPACER OR CARDINAL SPACERFN CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —1 718'NOM. � � 7!8'NOM. �+-- 7/18"AIA SG I 7/16"AIA SG 1@'NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIRSPACE 1/4'AIR SPACE 76 OR&R 78 BITE TYP. '16 MAY NOT SE USED 3/16"A GLASS 3116'T GLASS WITH J-CHANNEL OR 72 74 INTEGRAL FIN FRAMES GI EXTERIOR a EXTERIOR GLASS TYPES S.XT7.9,11,13 DURASEAL, DURASEAL, 31 _f 815 MAY NOT BE USEo IN SUPERSPACER OR SUPERSPACER OR EERIOR - - -75— THE HVHbABOVE 30'.- CARDINAL SPACER _ _ CARDINAL SPACER 4pproreJ as eomrlylag wBh roe a GLASS TYPE 15 GLASS TYPE 16 —,lease �I Inc$--- - pale 38 30 U 11111 I r iQOAN �� •( LYNN �i Revised By. Dale: Revfelcn: M ID de ProdaN' �oN.........M/ce t1'�:'•�10ENSt; •':F'P Revised By. Dale: Reaefon NO.58705 "• •. GLAZING NOTES: ' 'A=ANNEALED - Deaerfp0on: Drawn By: TYP.GLAZING DETAIL -r=TE TEMPERED ''O g /S w� GLAZING DETAILS J ROSOWSKI T=TEMPERED t� :�.1 y 'PVB`=.00'SENTACITE-PVB KURAR YA ERICA,INC. O•'•, 5 A E F DRIVE 'SG'=.000"SENTRYGLAS®BY KURARAY AMERICA.INC, '��•' FCORIOP.•' : 10N.VENICE,TECHNOLOGY L 4275 TRfe: SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I,SHEET 2. rS/�/1Nt 1A1IIL ` (941)-480-1600t:Scab: Sheet: Urowlnp Na Rev. A.LYNN M�LER,P.E. CERT.OF AUTH. /29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 P.Efl59705 v TABLE 4: TABLE 5: T BLE 6: Olee OI..Typ. Bollorli 9•ah Design Pressure,IbsIN2 OI.wrne• Design Pree0ur0,b01Rs type• Dnlgn Pressure,lbsfR7 s Suh ll.ldd 9 a8,7a1 R.I. ..I 0"�� R.WQ. ) N Vckv ala. 4F 50.0 nt bjFmP,q. rase 1 52126 465.01-70.0 R•IOLL 1 13.5 Egi+Ae 71361 .DSD •roD 4asA •70.0 R•IALU"I RI Fat s0 Mnd0.r6 s.sh.uee Sludnd Cods• I15t7-15070 485.0 -70.0 •6510 -10.0 ForYwd•w vd 1776 sires SEE TABLE 9.SHEET B FOR 28 EgeNa• 11.561-14S16 .05.0 -70.0 4aso -10.0 SEE TABLE 10,SHEET 8 FOR ANCHOR GROUP AND QUANTITY. SIa164rd Pm1u' H371-11.682 MA -Me -05.0 .700 ANCHOR GROUP AND QUANTITY. Tsb11 21.517-25188 405.0 -roo .aso -roD Sw,d.dcw.p 20.056-21310 •05.0 •70A .asD .70.0 3T,316 Egs181. 17.617-10.937 .850 -7010 .65.0 •7010 o slawaP,o/w 11.517•173I0 +65.0 •700 4650 •77.0 BMla.l 11371-11610 .85.0 •roA +010 •roA T.%a 27.587.31.011 465.0 •70.0 •0510 -700 - qwmme.oe 5be 28317.27.567 466.0 •7010 .05D -70.0 p HEADER Sl.d=ec. 133+7.26A1e .650 -70.0asro - o • .o - e Q HEADER N Eq.". 20317.20.51. .OSA -Me I 46510 4mo 23 S1..ecdRWm 1730.20610 .662 •A +S5.D • D -7010 wtan me 1!317-17.616 •5510 -MO 4054 .70.0 e Sho0w1 11377.11616 405.0 -70A 161.0 •70.0 23 0 T.1wi 31.663-35.011 4650 4oD •as.0 •700 SWd.d C~ 28317.31362 .650 •70.0 .660 -70.0 D O MEETING RAIL Eq,". 26,517-x616 .65.0 •7010 •06.0 •70.0 0 O MEETING RAIL D r= M 6ladrd Pn6be 17417.20.618 405.0 •70.0 vasa -7010 26 0 Wmm Sue 14.617-17510 405.0 -70.0 466A -70A 27 0 C wns 0.517.14.518 .65.0 -70.0 •61.0 -7010 EXTERIOR awm 11.377.0.310 0&0 •70.0 .8510 -TOD EXTERIOR o O O p 7.5.1 WAS 37" 4650 .70.0 *WA •7010 JVL 0 0 23 Stn�C0•W 2&617.M207 4650 -70.0 .05.0 •70.0 23 JAMB m EgcWm 2)-617-20316 .05.0 -2010 4060 -700 JAMB wmm6ua 20317-23616 .WA .70.0 Me •70.0 EXTERIOR SASH IO.e25 slww Paahs 17.517-20310 .65.0 .70.0 -Me .70.0 EJCfERgA SASH HEIGHT C.mSt. 1e.50-17.6m .aso •70A +00 •700 a HEIGHT wta.SOe 12517.MAW I.850 •70.0 405.0 •70.0 ShW.t 11377.12310 -We •70.0 4WD TO 30317-.1AM 1860 400 .65.0 •700 23 S..nawcal.c. 31.517-36510 •65.0 -TOD 401.0 .70.0 23 EgelAe 20317.3+210 .05.0 •70.0 465.0 -"D BILL D Slon6aE PIwIM/ 2].617.0310 •OSA •7010 ;65D -700 SILL 62 O I Claw S¢. 20.517.23.518 406.0 -700 4WA •77.0 (I I� wm sin 17317.20.610 .05.0 -ND 465.0 •700 demur slr. M5/7-0.510 .05.0 -70.0 .85.0 -00.1 C..Su. 13.017.14516 .65.0 -2010 •65.0 ".3 lun­ 5!776651 17461-13.018 465.0 •roA +6510 -065 c Ulm 30317.41.644 .65.0 -7 A .65.0 •70.0 Clan Sue 0317-20.516 •610 •70.0 •6SA -700 Eqe". 35517-36310 48S.0 •70.0 .650 •760 SECTION DETAIL FOR WINDOWS WITH 75 wwmsus 02.5tT-35.510 455.0 •70.0 405.0 -700 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 St ndWPralev 29517.32510 •654 - -0 vasa -7010 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 REINFORCEMENTS SHOWN IN FIGURES ABOVE wmm sb• x5+7.20.516 4WD 40.0 .050 •07.3 (REINFORCEMENTS SHOWN IN FIGURES ABOVE ( Swett 25518•x618 4asD •70.0 .m.0 -0e5 APPLY TO ALL FRAME TYPES 8 APPLY TO ALL FRAME TYPES 8 EgeNe. 3050-MAN •s5o -76.0 •660 •7010 CONFIGURATIONS) ---CONFIGURATIONS)__ -- _ _ -_- --cu.mmsa•_._ 3ss17.0e.ale 46510 -Tao •es.o .673 1ppmvcdwoamplylogwith ft. swdem Prat x 33.610-20.510 .65.0 -AA .850 -06.6 ---Florida 1!11(177$ -- 01.70 T w" 41.6M .65.0 -7a0 •asA .003 Dale ` SEE TABLE 70,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. NOAN . Revised BY: Date: Revislon: M sml D.de Product LYNN ��:'''LtCENSE'•..cC,p Revised Br Date. Revislon: X' Nu.50705 •''4 NOTES: - _ ® Descdplron: Drleen By: o "AT DESIGN PRESSURE TABLEJ ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. F (V�� 1070 TECHNOLOGY DRIVE raN: Oetr. 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. '�` ,c<ORIOP �•��� N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN s/ob] •F�,G`` (941)-480-1600 Sedee/Nodaf. ScaN: She.1: D7eMrp No. Re... ON THE TABLE. A 4413 P.E. SH-5500 NTS 6 OF 13 MD-SH 5500-01 P 'SB7o5 CERT. OF AUTH. /29298 T BLE7-. TABLE 0: lvp. Gi..TM. emom9ean Dee nPraewnlbeRt+ 64Zisais Ddl-Sin S.hHdg. OnIgnPra.aum,lb a 13&14 tcdoms R SnhRd0ld b o R.IM.4a.1 1. IT.p 00 V.bd 8.xvvm Ra tet I.Me1 lM017.q. -p(" Wind-eta!wide 3 OPb40 45 712/25 9 3 wle 22 1 32 1 >81 40 49 1 52125 64 215 E99161. 11.301 .7m10 1•110.0 1.70.0 1-170.0 •70.0•1140 .70.0-110.0 225 EWatA. 11.301 .70.01-11010 •70.0 410.0 .70.0 410.0 •70.0 410.0 .70.0-lima -70.01410.0•70.0-11x0 •70.0-110.0 St.,dwd coop 116/7-15.870 .MA -lima .70.01-110.0 70.0•110.0 +70.0-110.0 81.0UIOC.Iap. 14.517.158/0 -70.01410.0 •MO.110.0 -70-0-110.0 •T&O•110.0 NO.D-110.0-70.01-110.0 •M9-110.0 •70.0-lima 28 EgWA. 11.657-14.616 IMA 4140 +70.0-110.0 +70.0 410.0 .ram-110.0 2d EWMBe 01.503.14315 •70.0•110.0 .MO.110.01Mal-lime •70.0-lima .740 112.0 •70,0•1Ito .70.0•lima •70.0-110.0 Slardwe Proiw 11.377.71.562 •740 410.0 +70.0-lima +MO.floc .70.0-lima S1an0rd P-f- ItNT-11.582 -70:0•110.0 •70.0•110.0 -70.01419.0 10.0 410.0 -70.01-110.0 •760-110.0 •740•110.0 •70,0-11m0 HEADER Twla 23.517=25205 .70.0•110.0 +M.O•1140 +70.0 1.110.01.70.01-110.0 T99"I 23.517•x5168 .70.0-110.0 •70.0-lima •70.0-110,0 •70-0-nam Nam-160 -70.0-110.0 •70.0 AMC •70.4•110.0 9bnI&d CWW 20.M.23.516 +700.imo •70.0•lima 4M0-110.0 .70.o 41m0 8160062Coleg. 20.758-235M 110-0 1160 •70.0.110.0 .Ino 41LO .0.0-lima NO.o-110.0 No.o 472.0 •rao-110.0 170.0-nv.0 25 37.375 Egn11a. 17517-2,057 •M.0 41W 170.0-imo •740•110.0.M.O-709.0 31.375 EW6-Ro 17317-20.57 •70.0-10.0 •70.0-lima •Tao-lima •10.0-lima -70.01-110.0 •70.0•110.0 •70.0-1ta0 •70.0-109.0 StaidW P.4m 14.617-IT.510 +70A•11010 .70.0•110.0 140•110.0 •70.0-110.0 87.Nard Pwim 11,517.17510 +70.0•110.0 •70.0-110.01.70.0-110.0 •70.0 410.0 -70.01410.D -70.01-110.0 •70.0•720 N&0-1100 e stan.al 11371-14.516 .70,0•110.0 .MO 410.0+M0•107.0 .7010•1010 8ha2.d 11.377-I&SI5 •70.0-110.0 •740•110.0 •70.0-lima +MO•110.0 +70.01-110.01-70.0-110.0 •70.0-107.0 10.0-103.0 Twest 21.683.31.811 +MD •110.0 .70.0 -0.0 .700 43.0 .70.0 40.0 Ta1n1 2793-]1211 •70.0•110.0 10.0•110.0 -70.0-170,0 •70.0-1160 10.0-lima •70.0 00.0 .7110 010 •70.0 4 o 0 l0.lam s0.. 2.517-27.56'7 +MD•110.0 .M0 410.0 •740-110.0 .70.0-110.0 CO/omeha 20.517.27562 •70.0 410.0 •70.0 410.0 •70.0•110.0 •70.0-10.0 -MC 410.0•70.0-10.0 •70.0-110.0 -10-01-110.0 o MEETING RAIL sWd.d COa.p 21617-28,518 +AO•110.0 +70.0 110.0 -MD•110.0 •Ma 4140 SI.Mw0Ca9w. 2.61.2318 .70.0-10.0 .rao-110.0 •702-110.0 -70.0-160 -7001410.41-70.01 -110.0 •70.0 410.0 •70.0-1140 0 N Egwlit. 20.517-25616 .MA .110.0 .70.0-110.0 .70.0.110.0 .70.0 410.0 44 Ewd4a. 21617.23516 10.0-1140 +740 410.01.7a.0-110.0 .70.0-imo•70.0-710.0 -70.0•110.0 110.0-lima •740-10.0 27 OWdwd P-1 w 17.517.20.610 .7037•110.0 .70.0 410.0 1140•110.0 +70,0-170.0 StwdwdPmlew 17517.2515 •70.0•110.0 110.0-110.0 .70.0.110.0 •760 410.0 -70.01410.01-70.0-110.0 •70.0-lima +70.0-110.0 EXTERIOR Oabot W. 14.511-17.518 •70.0 410.0 .70.0-11oa .MO•110.0 +MD 410.0 O1lom8W 14.517-17A70 •70.0.110.0 •70.0•110.0 •70.0 410.0 10.0•110.0 -70.0 Mao .70.0 410.0 •70.0•110.0 •70.0-limo 6707.61 17377.11.515 .711.0.110.0 +70.0-110.0+MO.107.0 +MO•1010 BhOM.7 11.377-14.616 -MA-lima •70.0-110.01.760•110.0 •70.0 410.0 •740-110.0•70.0-110,0 .10.0•107.0 •740-1010 v T.IWI 31,657.36,011 .MA •110.0 .70.0 -237 110.0 Ala +Mo .90,0 78181 3/.011-35011 -70.01-110.0 -70.0•110.0 •70.0-110.0 .70.0 410.0 .imo.110.0 •70.0 -00-0 -70.0 -010 •M.0 Oma 2rj Slaldwd CWAO. 20,617.31.562 470.0-lima .70.0 410.0 4700 410.0+MO 410.0 sw"dCa l" Mill-31M2 -70.0-lima •M.0 410.0 •7037•110.0 •70.0 410.0 .M0-110.0 110.0 410.0 .70.0-lima •70.0-lima JAMB EWdAM NMI`.28 .7037•110.0 .70.0 410.0 .MO-110 +700 410.0 EOui-I. 2.617-25615 •70.0-110.0 •70.0-710.0 •MO-110.0 10.0 410.0 -MC-110.01-70.0 410.0 •70.0.1140 .70.0.11110 EI(fER SASH 45 S7andW Pmkw 17617.2.518 +70.0.110A .70.0-110.0+MO•110.0 .70.0 410.0 48 Mindald Pr.l.w 17.511.20.516 •MO•110.0 -70.0•lima •70.0-110.0 •700-110.0 •70.0-110.0 -70.0•110.0 .70.0-lima 170.0-170.0 a HEIGHT Owbe bin 11.617-17.515 .M10•110.0 .10.0 4to.0 4700-110.0 +MO-10.0 COlomen. 14.517.11315 -MO•110.0 NDA 410.0 •70.0•110.0 •70.0 410.0 •70.0 410.0 4740•10.0 -70.0-1120 •7mA-110.0 0.1ems6. 12.517-14.016 .70.0.110.0 .70.0-110.0 110.a.limo+MO.110,0 cvlemet. 12.517-14515 •MO.110.0 70.0.110.0 .70.0-110.0 10.0 410.0 •70.0 410.0 •70.0 Mao +70.0-Imo 10.0-110.0 SECTION DETAIL FOR E sh.w" 117"-72515 .70.0.lima +70.0 4100 •Mo•160 +700 410.2 i?� srwwsl lt3/7.125th •MO.110.0 110.0.110.0 .7ao-110A -70.0-110.0 -70.0-110 •70.0 Alma -70.01-110.0 .70.0 410.0 WINDOWS WITH O g Teal 11,26-9.515 +roA •10.0 .70.0 -0.0 .Mo •910 •M0 -00.0 ro TYaal ]7.208-as36 Nam 410.0 Nap-Imo •r0.o-10.0 •roma-10.0 -70-0•110.0 -7ao -9.0 •7ao -lo •70.0 Oma 42' swdwdu0." 2,617.33.217 +MA•1IWO •70.0 410,0 .rao•110.0 1M0-110.0 1. ffi M dC01.Da Mail.3W .7ao-110.0 . .0-110.0 •70.0•110.0 •70.0•110.0 •70.0-imp -7O.1-110.0 .Mo.110.6 -7610•1166 LEVEL R3 REINFORCEMENT 25 Ew.lil. 23617•?Osis •MA-110.0 .70.0.110.0 .MO•110.0 •MO 410.0 E001-4.e x15"-26516 70.0-110.0 •70.0-}10.0 .10.0-110.0 •740-110.0 .7ao•1102 -7010-10.0 70.0-nao •700-010.0 &GLASS TYPES 9'16 O.1oms7n 20.617-23.510 +7010 410.0 +70.0 410.0 •M0-110.0 +MO 410.0 c d_3a. 2.617-23.10 •70.0-110.0 1M0-110.0 110.0 410.0 •MO-110.0 •70.0 4140 -70.0-110.0 •70.0 4160 •71 O-110.0 SILL aq (REINFORCEMENTS SHOWN w'� 8lardte WOMw 17617-2.518 .M.O 4101) .70.0-11010 .70.0.10.0 •MO-160 B 49-85 Gt.&lid PlM.w 17517.20.510 -70-0-11m0 •10.0-110.0 •70.0-110.0 •70.0 410.0 +70.0•119.0 -70.0•10.0 Nino-10.2 ±y IN FIGURES ABOVE APPLY Oebm Stu 14.517-17.510 +iD.O 410D •7037 410.0 •7ao-110.0 +MO 410.0 ; Cud..atw 1.517-17515 •70.0-110.0 •70.0 410.0 .M.O-110,0 •70.0_110"', imo Nam-771-0 .70,0-120 •MO•110.0 •Map-11x0 TO ALL FRAME TYPES& C.I-Sl. 125"-14.618 .70D•1100 .70.0-limo •M0•110.0.M0-110.0 Orl.ma4. 12517-14.518 •70.0•110.0 •70.0-110.01.7ao-110.0 •70.0-10.6 110.0:!M-70.01-110.0 10.0-10.0 •760-12.0 CONFIGURATIONS) 6hwled 11.97-12.618 .MA 410.0 .M.O-110.0 .740•110.0+MO-110.0 Snmsl 11.377-12618 70.0-110.0 •MO-7100 170.0-170.0 170.6-110.0 •70.0•1160 +10.0•110.0 +70-0•+10.0 140-110.0 Tdoal 35617.41.644 +70,0 410.0 •70.0-110.0 IMO 4160 •70.0-110 T.Ipt ]6517.41.644 •70.0•110.0 +MO-710.0 •MO.110.0 •70.0-time •70.0-110.0•70.0•110.0 •70.0 410.0 •70.0-1017 a� BWdweCa9p 31.517-30.515 .MA •170.0 .70.0-110.0 .710-lima .M.0 410.0 Slardadeol.g. 31.617.30.516 •70.0•110.0 70.0-110.0 -70.0-110.0 •70.0 410.0 •70.0-710.0 •70.0-110.01-70.0.106.5 +70.0-1010 Eq-.1-ft 2.617.31.618 +MO 410.0 -MQ 410.0-70.0 41mD +70.0-10.0 E0.14.. 2.517-31310 •70.0-110.0 •70.0-lima •70.0-110.0 •Tac-110.0 10.0-110.0 •70.0-110.0 10.0•101.8 •MO-1024 ewdwd R9e.w 21517.2.610 +7010 410.0 +70.0•110.0+roA-110.0 +MO•110.0 R dardP1W- 21517.2578 •70.0-110.0 760 410.0 .70.0 410.0 •M0-110.8 -70.0.110.0 •70.0 410.0-70,01-110.0 -MO-1051 a2 007170 Sim 111517.23.510 +MO-110.0 +10.0•110.0 470.0 410.0 .M0-110.0 02 0.l.mem• 2.511-21 616 •70.0-110.0 •70.0-710.0 .70.0 41mo +70.0-lima •70.0-110.01-70.0-110.0 •70.0•110.0 •70.0•107.0 OAWnrb. 17.511.2.618 .70.0 •110.0 •70.0•110.0.70.0-lima .700-lima CudOme2. 17.51-2510 •70.0-110.0 .70.0 410.0 -MO-710.0 •M.0-120 +70.0•110.0 70.0 410.0 •70.0•110.0 •70.0-1040 c.bms.. 14.517.17.510 +MO-1100 +M0•110.0 70.0-160 -MO 410.0 Md-sk. 14317-17.516 •70.0-lima •70.0-110.0 .76.0-110.0 •70.0-106.0 .73.0-102a •70.0 4046 .70.0-1003 -M0-100.5 Owt=sue 1&017-14.510 +MA 410.0 .70.0.110.0 +70.0 4140 .MO-110.0 Cu.1-8h. 11017-14.615 •70.0•110.0 •70.0•110.0 •70.0 M0.2 •MO-00m7 •70.0 .97.1 •70.0 -4.4 10.0 -01.4 .70.0 -0IA Shw1.4 IIA54.11010 +70.0 4%0 •M.0-110.0+70.0•110.0 •MO 410.0 Shoft t 11284.13.070 •7mA•110.0 70.0•110.0 •70.0-1026 •70.0 47.0 +7037 41] 10.0 00.7 •70.0 -0-0 10.0 -00.0 TAW 3&5"•41.644 +MO-110.0 +7010•010 70.0•110.0 .M.O 410.0 T~ 31617.41,6" .70.0-lima .70.0-110.01-70.01410.0 •70.0 410.0 •70,0-lima •70.4•110.0 +70.0 4016 •70.0 45.0 O.I.n SW M517.70.618 +MO 410.0 -MD•1140.MO-lima 1Mo.160 Ct_SC. 35.517-3 0310 .70.0•110.6 •70.0 410.0 .70.01-110.0 -70.0.110.0 -MO 410.0 •7110 410.0 •70.0-101.7 470.0 063 EQr M. 35617.36510 +MO 4100 .70.0-7Im0 .700-110.01.n.01.110.01Ewd4t. 35Str-]9310 140-110.0 .70.0•110.0 .70.0-110.0 .70.0-110.0 MO-110.0 .70.0 410.0 •70.0-imo .M.0 050 75 Owbmslte 32517.35518 .70.0 410.0 +M.0-lima +70.0-lima 1760•110.0 75 ObdOm8a. 3ZS17-35.516 •70.0-110.0 •70.0-110.0 •10.0-110.0 70.0•110.0 •MO•110.0 •70.0-lima .70.0 400.7 •70.0 012 SfaMwd 108810 79317.72618 •M.0-110.0 +70.0•110.0+10.0•110.0 .MA•110.0 Sl.ndwd PIOMW 28.511-32518 •70.0•110.0 10,0-110.0 170.0-110.0 10.0-110.0 •70.0•1140 •70.0•100.9 10.0-101.8 •70.0 -00.1 Cuba Slim 26617.70.518 +M.O•1140 •MD•110.0.70.0-110.0 .7037-time CudOm30. 26517-x9515 -70.0-110.0 •70.0-110.0 •M.0-107.0 •70.0-101.4 +MO -059 •M.0 •364 70.8 06.4 •18.0 464 61Moa1 M516.26610 +70,0•110.0 *MO•110.0 .70.0-10.0 .2.0.110.0 S0ma.1 25510-26.516 70.0-110.0 •70.0-lima N0.0•104.0 70.0 0&1 .70.0 -054 •MO -02A 110.0 424 •70.0 424 EOuN4e 76517.41.011 +M.0--110.0 +7037-11x0 .MO-110.0 1M0•110.0 -EWIY. ]&511.41.011 10.0-110.0 •70.0-119,0 •70.0 -11x0 +70.0-110.0 70.0 -110.0 •70.0-109.0 70.0 6617 10.0 47.1 -X35.517.36510.+70.0•1104..70.0-lima�T40.110.0 .MO•110.0__ _a4 alomsb. 35517.3 8.5151 70.0-lima •70.9•110.0 •74.0-101.9 •70.0•1024 •700 4M •M.D 45.4 •70.0 464 •700 .6.6 SlandwO Reeew ]1518.15.516 .70.6.110.0 .MO•110.0 100.0-lima •70.0 4lima StaNwd Ptwlew 31.19.35.518 700-10.0 10.0=1101 410.0=7026'170.0-47,0�-70.0-413-170.0-4111 ..70.0 YD.O.70.0 40.0 A ___ _-1pP70v[r1117•n0pb'lag wBh 311> __ 91.16 hOnl 41.044 •70.0-10.0 •MO•10.0 -70.0-140 .700•110.0 91.70 TM.aI 41.644 7ao-10.11 70.0-160 •70.0-1026 110.0 47.0 •71 3733 •rao 40.1 •70.0 40-0 •70.0 40.0 FlatiOa u141a0 Cale SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. pa19 ! D t R41ead By. Dab: Revislon: KOAD NY LYNN 7j��i 011nniU eProyadC M ` �.. L F •.'r i R4daed By: Date: Ravldon: No.58705 K NOTES - •rte - ® DeaMpllon: Omwn Ery: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 13 �f DESIGN PRESSURE TABLE J ROSOWSKI (� 'S ;. X '•. T aTE OF r A/ 1070 TECHNOLOGY DRIVE Rue: Date., 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS ASPER THE FIGURE. %'��tv•.,p<OR1pp.4••��;� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ,S7 %_G'"1, (941)-480-1600 SerMa/F}odeb Soo14: 571141: tkwrin0 No. Rer. ILL 58705 ON THE TABLE. lC!L7VMNIM ,P.E. SH-550O NTS 7 OF 13 MD-SH5500-01 P.E.a5s7os CERT. 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Date: Ravisbn: U. o y .754' �.750' '1i �= .035 -r��} .025' �-+ y J � ® DescrfpUon: O LAMI IG EXTRUDED ROLLED I '_•U '. uL� a= WINDOW EXTRUSIONS J ROSOWSKI 72 BEADING 61 SCREEN FRAME 82 SCREEN FRAME F t_Ers ��� Date: �()e,•.• SAE F <V� 1070 TECHNOLOGY DRIVE M: �`t\'•.!PCORIDA.•''�\ � N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 �[r's ION.Ar1 .` (941)-480-1600 E- Seri v%weh '"'I" SheeN Drawing No. Rar. A•U'NNW411 P.E. CERT. OF AUTH. /29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 REA 58705 TABLE 12: TABLE 12.CONT.: BIII of Material Bill of Material,cant # Part N Description Material N Pert it Description Material 1 620101 Single Hung Frame Head&Jambs---J-Channel PVC 75 720197 Auto Lock Mechanism CSteel 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 72019889 Sweep Lock Coat Zinc 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720185&8 Auto Lock Cesar Assembly Cast Zinc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1100PTX#8 x 1"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame SIII-J•Channel PVC 48 720200 Auto and Sweep Lock Keeper Coat Zinc 6 620108 SWDH Frame Sill-Flange PVC 60 ?76X34PPA #8 x 314"PH.PH SDS(Keeper Screw SS 7 620107 SWDH Frame SIII-Fin PVC 51 420181 UR Beveled Tlt Latch Corner Key PVC 8 620108 SWDH Frame SIII-Equal Leg/Box PVC 62 420182 UR Pull Rall Tit Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 63 7034PHFL #6 x 3/4"Ph.FH SDS(Corner Key Screw) SS 16 620129 Sash Rail(Sides,Top&Bottom) PVC 64 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 66 720207 1"Tiff Latch Spring SS 19 620156 Pull Rall Interlock 6005 TS AI 1 67 420186 Plastic Tilt Latch Finger Pug PVC 20 620144 Pull Rail Interlock Cover PVC 68 720192 Metal Tilt Latch Finger Pull Cast Zinc 21 620157 Beveled Interlock 6005 T5 At 69 420180 Phot Bar Comer Key PVC 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 23 620150 Light Sash Relnkxcement 6063 T6 At 63 720191 Sash Pull Handle Gat Zinc 25 620152 HD Sash Reinforcement 6083 T6 Al 64 720194 Sash Pug Handle With Latch Assembly Cast Zinc 26 620153 Standard Meeting Rall Reinforcement 6005 TS At 65 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS 27 620154 HD Meeting Reil Reinforcement 6005 T6 AI 68 420188 Bottom Latch Strike Plate Cast Zinc 30 61644 Weatherstrip,.167"x.270"Fin Pile 67 ?78588 #8 x 6/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,A90"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 Silicone 33 1 61825 Weatherstrip Plug,.220"Flnseal 75 71646N Setting Block(716'x 1"x 1/6"165+1-5 dura. EPDM 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 76 Quanex SuperSpacer nXT with Hot Melt Butyl Composite 36 78X3THPX N8 x 3"Ph.PH SMS(Meeting Rall Screw) 410 SS 77 Quanex Duraseal Spacer Composite 37 71669SP Meeting Rall Screw Support Plate 6063 T6 AI 78 Cardinal XL Edge Spacer Composite 38 720210 Weep Hole Cover PVC 80 61012 Extruded Screen Frame Alum 40 720X)000( Constant Force Balance 81 61011 Ra l-Formad Screen Frame Alum 41 08 x 3/4'Ph.FH SMS(Con.Force Balance Screw) SS 62 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 42 Spiral Balance 83 47042 Screen Caner Key with Pull Ring X2 PVC 43 720205 Spiral Balance Shoe Nylon 64 47041 Screen Comer Key without Pull Ring X2 PVC 44 78X114FPAX#8 x 1-114"Ph.FH SMS(Spiral Balance Screw) 410 SS 85 7CASPM Tension Spring SS 88 61818048 Screen Cloth Fiberglass 87 61635181614.140"Screen Spline(Machine/Hand Rolled) Vinyl -- A— —_ `— — -- ^---- ♦ppmvedmcomplying with th --- -- 1r17111r1ir7 Merida Drdlo ode 2015 /� Ravraad Br Data: RaHafon: NQ ..........M/( �i e74mlDndeprod.d RUN Raef..d ey: Data: Rarlelon: 13• No.58705 Grown W. -Aq••�s� !f l�; ® BILL OF MATERIAL(BOM) J ROSOWSKI �` '•,jD<ORtDI;••'••`"1 � 1070 TECHNOLOGY DRIVE 71tia: X�� Dab: NOTES: '%�SS�UN�L�NG�,� N,VENICE, FL a00 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (94t)-480-1600 sod-1 rad h Scab: sh..c I Dro.f g NO. Rev: 1)PVC BY ROYAL WINDOW AND DOOR PROFILES.LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. A.LYNN MOlER,P.E.2)ITEMS 0 9-13.15,24,28.29,34.39.61 S H-5500 NTS 12 OF 13 M D-SH5500-01 OPT.SWEEP LOCK O 48 qg OPT.AUTO LOCK 1`• 4 18 20 7 57 OR 58 48 85 p 61 OR 52 ) O t q5 1 � � 55 Z O . OPT.PULL RAIL t•' 22 82 ORO 19 INTERLOCK& COVER I 56 t p 87 ` o I I 66 \ 50 I OPT. 1 \ •• BEVELED I t \ MITERED FRAME WITH � 21 INTERLOCK INTERIOR AND EXTERIOR 18 'o &COVER •�c� FRAME WELDS ` 49 ® I 18 \ �/ 54 i 72 X4 �- �� �\ —@X4 t8 53 ��'•. \ 80 OR(81 PC1{E9 � � �•-- ''�. �R..----...—_____•.- / i SCREEN OPT.PULL HANDLE ASSEMBLY O ��1JJJ 00 WITH LATCH DETAILS 41 •� 40 CONSTANT FORCE 82 OR 83 %•• BALANCE \` if/ _ _--__ OR OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE 63 67 16 p ••\ MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS / 68 38 DETAILS \�\ EXTERIOR `•' .`\ 53 59 -- - -- - - - — -- -- ATTA —.53._ I \` ipprovalsammP4'IQ9wB(tthl- \- -- —_— _;CME8 j0 BARN 1 —._Fla 5 dJ t le>;c�ae -—- \� - Dete be e 5 11 1 1 111 ________--____. _____-----J- HOAR FRAMECNV LYNN i�� Revised W. Dole: Revision: n11aml Dads lr a ASSEMBLY ® `.� \.\ `���C��� 410ENSF' ,P1��/ DETAILS `�` • R.4—d By: Data: Revision: (J ND.58705 EXTERIOR �\,• =� 7 �S �= EXPLODED ASSEMBLY J ROSOWSKI NOTES: `�•• �(� ''•FTORIOP,.•' �• 1070 N0VETECHNOLOGY DRIVE 170e: Dole: 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS R 1&5.OTHER FRAME TYPES APPLY. �/� SNA)_ �` (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. A/LVI�talt�ltLER.P.E. �K�/mel: Srnts: ShesL• DrcwGg No. Rer. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. PER IiB105 CERT. OF AUTH. /29296 SH-5500 NTS 13 OF 13 MD-SH5500-01