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Home My WebLink AboutNOA Single Hung WindowM IAM PDADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries, Inc. . 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High 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 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 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.15-0519.05 MrArti DECOUNTY Expiration Date: July 30, 2020 7 f 2otj� Approval 1}1yr30 2015 jig Ilg �. 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. ' DRAWINGS 1. Manufacturer's die drawings and sections. 2. 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. B. TESTS 1. Test reports on: 1) Air Infiltration Test, pet FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. 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 1. Anchor verification calculations and stractural analysis, complying with FBC-5tn 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). Manul ezP.e, E. Product Contrxaminer NOA No. 15-0519.05 Expiration Date: July 30, 2020 Approval Date: July 30, 2015 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (coN TrNuED) L. Notice -of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® 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 "SentryGlas® (CIear and White) Glass Interlayers" dated 06/25/15, expiring on 67/04/18. 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 Window 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. F. STATEMENTS I. Statement letter of conformance, complying with FBC -2010 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. E-2 Manuel er z, P.E. Product Contro aminer NOA No. 15-0519.05 Expiration Date: July 30, 2020 Approval Date: July 30, 2015 ANCHORAGE EXAMPLEFOR 2&1101 MAIL O.C,� PAD015-TOP HEAOEL(SIM. 12' MAX. FROM FORALL WOA1oWTYPEB) FRAME SEAM EQUALLY I / PACED ANCHORS PER / TABlE39-11 G EQUALLY SPACED ANCHORS PER TABLESS41 B. SEE SHEET3 —12' MAX —.1 .1 1T - + F SPACED 17-71&' N1A7(. D.D. ACE0 ANCHORS PER _�- TABLES&11 84• MAX t0' MAX O.C. BUCK _ � HEIGHT 13.314' MAX. O.C. EQUALLY _L SPACED ANCHORS PER 1 TABLES941 - 54'MAX BUCK YADTH +-{ -� MAX. C.C. 30• '��^'jll� II'MAX FD(EO NSUHE LIGHT WIDTH 1 L 8.9EE FIXED SHEET] _ /VISIBLE -� ASEEF LIGHT 17-7/8'MAXO.C. SHEET]1f HEIGHT J_ - EQUALLY 91.78• SPACED O / MAX BUCK ANCHORS PER TABLES911 -r HEIGHT X ^ 7� SASH 10'MAX.O.G 1�MAX.O.C. EQUALLY VISIBLE. SPACED LIGHT / HEIGHT A I ANCHORS�_ TMLESSI 21.5W __~ ANCHORAGE EXAMPLE DESIGN SURERATINO IMPACT RATING FOR ARCHTOP MAX, O.C. VARIES PER REINFORCEMENT LARGE 11 SMALL MISSILE HEAD ER (SDP.S) LEVEL, SEESHEETSS-7 IMPACTRESISTANT 1 WINDOW TYPES) 52.1/8'MWC BUCKSEES PTM I�- y,--I` / 10'MAX. EAM FRAME SEAM D,SEE_ I � .- SEESNEET9 I r 1-714' I B&9 I 11 �1'�}(' 30' MAX. O.C. ` 1++-12• MAX. 6HET4 C.. F._. .}"� lir/ i 12- MAX / O / 17-7/8' MAX. O.C. / &4' 02' O BUCK MAX HEIGHT X 1B•MAXIO.C. HEIGHT AS SHOWN 4 y X Q (MAX �1 MA%.j 13-314'MAX O.C. 'T[ 1 SEE SHEETS J / C B&e B __ J.._.-.-..-.._... B ,J,.v................. a,LL B . _.__ SEESBLWEEP- SASH VISIBLE SEESLLWEEP. 54'MAX BUCK WIDTH NOT DETAILS, LIGHTWIDTH NOTOM DETAILS, SHEET3 SHEET3 MAIL I � G SEESILLWEEP• D---I 1.114' SHEET ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW 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 741 (SIMILARANCHORDIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED A 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 USEDFORANCHOREVALUATIONSWERE SOUTHERN PINE ASTMC90 GENERAL NOTES...________..1 CONCRETE MASONRY UNITS AND CONCRETE WITH NON. KSI PERANCHORTYPE. ELEVATION6_._.__..____.-_.1 4) ALL WOOD BUCKS LESS THAN I-IIV THICK ARE TO BE CONSIDERED IXINSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS FRAME,GLASS&ANCHOR DEPICTED AS 2X ARE 1-1ITTHICK OR GREATER IXAND 2X DUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE WOODBUCKDESION OPTIONS_...._...__._---2 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). INSTALLATION, FLANGE & 6)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS EQUAL LE(UBOX_......_-3 SHOULD BE SEALED. OVERALL SEAUNOIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION, INTIEORAL FIN B) IN. 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 ............. 6 A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 9 CYCLETESTINO AND GLASS PER ASTM E1300. DESIGN PRESSUES..-_...._...&7 B. POSITIVE DESIGN LOAD$ BASED ON WATER TEST PRESSURE, STRUCTURAL A CYCLE TESTING AND GLASS PER ASTM E1300. ANCHOR OUANTTTES._....... _... B-10 B) THE ANCHORAGE METHODS SHOWN HAVE BEEN 09SIONED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33.1O% STRESS INCREASE HAS NOT BEEN USED IN EXTRUSION PROFILES-_ THE DESIGN OF THIS PRODUCT. THE 1.5 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS ASSEMBLY&PARTS LIST._.__..72-13 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 91 METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BYTHE AUTHORITY HAVING JURISDICTION. Appro�W m romplylo9 lih IRE. 10)REFERENCES: TEST REPORTS FTL•7064&7BBB; ELCO ULTRACON NOA•ELCO CRETEFLEX NOM ELCOAGGRE•GATOR NOA ROYAL WINDOW AND DOOR PROFILES, LTD WHITE& BRONZEAIGHTER SHADES OF FIuri4e eg CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NOS& ALUMINUMDESIGN Dqe �C 11) APPLICABLE EGRESS REQUIREMENTS TO BE RENEWED BY BUILDING OFFICIAL �I""'LYNN A11(�E ReWW W. DvN, Rme_ NOAJ - MHnI ePradeM USER INSTRUCTIONS:.••�pENSF''•.,R S1- R4Aed Bl De4: RMtlon: DY 1) DETERMINETHE SITE SPECIFIC, WINDOWOPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 1 A .. '•. �f �� 2)DETERNINEOY THE MOZING OPTION ANCHOR GROUP FROM WINDOW CONFIGURATION AND SIZE, O THE YOURWITONCONESIGNS. T; Na. 18705 OUR GLAZINOOPTION(TABLE I), WINDOW CONFlOURATION AN096E, DETERMINE YOURWINOOWS DESIGN / �, PRESSURE FROM TABLES 4,1. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW Si - ® DeealpE Woven OPENING OBTAIEpIN STEP 1. Og /S . w; GENERAL NOTES &ELEVATION J ROSOWSKI YOUR OPENINGS CONDITION FRODETERMINE THE ANCHOR M TABLES 2 OR 3. AND THATROM TABLES 0-il. RALL MIN. REQIFY THE UIREMENTS FROMTHIS RISUBSTRATE WILL SHEET-SETOET IAR MET FOR %�nC',,• F TL f \•��` 1070 TECHNOLOGY OR DW: Dem 6) INSTALL AS PER SHEET 3FORTHRU-FRAMEIN$7ALLATION OR SHEET4 FOR INTEGRAL FIN INSTALLATION. ��FetS/pNATnL��? ` N(s�)-480-1Sao 5 SINS HUNG WI�NDOW6aNSTALLATI a ILM 05/15/�K5 NOTEDESION PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(JCHANNEL, FLANGE, INTEGRAL FIN OR EQUAL LEGM04 ��.iNNN CE1T, OF AUTH. #2B296 SH-5500 NTS 1 OF 13 MD-SH5500-01 P.EJ 56705 Glass Type D..c'rlp6on (Ualed from Exterior to Intariar) O..gn Table. P.Mm an.. 5 718' Ladnalod LG-' 116' A Exl•dor C•p • 7116' Air Space+ VIS' Lamlmt•d; (2) Was of 116• A Giese Win AV PVB Mtedayer 4,5 6 6 7/81Laminated La.:1/e• TEal.darCep+ 7116' A Spacs.5110'Ladnawd;(2)Less oi118' A Glass wth.0W PVB Int.day.r 4,6 6 7 7/B' Laminated t.G.: 3116' A Eslodor Gp 31B' Ar Spaao N1B' IamNeled; lz) Nee of 118' A row with .060• PVB Intodayer 416 6 B 719' L-drated LG.: 3116• T Ext n1c1Cep a 3W ArSP.c. ♦ Site' Ia ern.led: (2) Ufa. of 1hr A GIs.. Win DBO' PVB kded.yer 4.6 6 9 71V Lam6uted 1.G: VIP A Exterior C.p 4 7/18' Ah Spsoe 4 5116' Larrdrat d; (2) Utes of 1/B' H Glass w11h .ow SG lnledryer 7 7 10 716'L.minafed LG,:118'TExted.C.p47/IW At, Span a 6116' LaMnelad: R) LiN. villa' H Glass Alh .DS0' SG Nledayor 1 7 11 716' Laminalad LG.: 3116' A Exledor Cap a SIT Air Space a• 5130' LarnWted; R) L tes cI11W H Glees with .0W SO Inled.yer 7 7 12 7Ir Laminated LW. 3116•TExteMrCarp+31W ArSp.00-5115'Lamnated;(2)Ul.e of1)S' H mass with ,090• SO Nled•yer 7 7 13 7Ir Ladneled1.0.:1/B'AExtorter Cap +Wlir Al, Space +71HP Lamlted;(2)Was o13118' A Glass with Ago' 80 lnledeyor 8 7 14 716'Laminated I.G.:17B'TExNM1., Cap a5/16•Air Space + Win' Laminated; (2)LINs of3/18' A GIs.. w11h.DfM• SO Nled.er e 7 i6 718' L..In t.d LG.: 3/18' A Extent., Cap ♦ 11V All $pave a 7116' Leminoted; (2) Ulo. of 3116• A mace with .1/0• SO Inbdayor 7 7 16 7l6•Ladmhd l.G- 311W TE•Iedar0ep rl/4'Air 9pave+7I16•Leminet.d;(2)Ule. a1311W A GI •ee with.090'SG Mtodayer1 7 7 Group Anchor Substrate Min. Edge Distance Mln. Embedment' A #10 SMS (steel, 169 3.IS ar 410 S.S. P.T. Southern Pine SG=O. ) 118 Steel, A36' 318' 0.050' Steel Stud, A653 Gr. 3W 3fS• 0.0451' (16 Ga.) Aluminum, 6083-TW 310' 0.050' 3116" steel Ultracon P.T. South= Pine (SG=0.55) 7116, 13/B' Concrete (min. 2.85 Rap 1• 1318' Ullgrouted CMU, (ASTM C-90) 2-11r 1-1/4" 012 SM9 (steel, 1SM S.S. or 1. 1 -0 S. P.T. Southern Plno (SG=0.65) 9116• 1-318"B Steel, A36• 31W 0.050' Steel Stud, A653 Or. 33' 318' 0A451" (18 Ga.) Aluminum, 6083-T6• 3fB' 06063" C 1/4' Steel Uitreoon Concrete (min 2.85 Rol) 1' 13f4' Ungmled CMU, (ASTM C-90) 2.112" 1414" 1!4' steel Creletex Concrete in. 3.35 kap 1' 13f4' 114' steel Uitracon Donerele (min. 2.85 si) Z-1/2" 1314' 1/4' Bleat Ulttacon P.T. Southern Plus (SG=0.55) 1• 1318' . 11'r steel Cret.I.X Concrete (min. 3.35 ksl) 2-1/2' 1314' D 1f4'steel Creleff" Ungrouted CMU, (ASTM C90) 2.11r 1-1/4• P.T. Southern Pine (SG=0.55) 1" 13l8" 114' steel Aggre Gattor Concrete (min. 3.275 its]) 1-1I2' 13/8" 1/4' steel Aggre-Gator P.T. Southern Pine SG=0.65 Grouted CMU.(ASTM C90) 1' 21 2' Group Anchor Substrate Min. Edge Distance Min. Embedmanr E 2-112 x .131' Common Nell P.T. Southern Pino (SG=.65) 3/8' 2-71166 2-1/r Ring shank Rostra Nag P.T. Southern PIw (SG=,55) ". 2.7116' F #10 Tmsehead SMS (.teal, 0 S. S.) S.s, v NOS. P.T. Southern Pine (SG=.56) 1/T 1.318• qh rninum, 810B3-TB• 31W SD50' Steal Stud, Gi. 33' 318, 0.0451' (1S Ga.) 6leel, A36' 31B' 0.050• 012 SMs (stool, 189 S.S. I 410 as. P.T. Southern Plre (SG=.55) 1 91116' 131B• Aluminum OOB3-T6' 31B• 0.083' Slay stud, Or. 33• Steel 3Ia, 0.050. Steel, A38• 3'B• 0.050' IGLASSTYPE85,7,9,11,13 615 MAY NOT BE USED IN THE HVHZ ABOVE 30'. Frame Type. Glass Options Frame C-110A From. Shape. Installation Options that my be used (. a Fla B) (see Table 1) (we Flg A) (.ao Flg C) ....Into 2X Woad Frome/Buck.tdp -aheat 3, option 1 Florae 5-18 Equal4lfe, OdeCProdew A.Catlege SquardRect., Ao:MTopB Redus Top Through me 6erno ew. oflhowlM""- ....TUN ConcreldCMU -sheet 3, option 2 •,,,through IXBueksblp Into OoncrofdCMU-sheet 3. option3 ....InN Meal •.heat 3, option 4 ....Into 2X Wood Fremefft katdp-shoot 3, option 1 Box Eq(441) (IN) 5,-18 EquPrc,(• OdeOPmas A Cattepa Bquch-Topt., A,,,_TP Radius Top Thmgh the 6ams...Jnte oithewlndow...... ConcreMJCMU-eheet3.optlon2 .... thmgh 1XBuokeldp Into ConcretdCMU- sheet 3, option3 ....InN Meld -sheet 3, option 4 JChennd m1) 5-e ' Equel{lte, O&collNew 6 college SquarelRect., Raid-Anch-Topa RaduaSop, Through the Integral In...... ...Jn1o2XW.ad FremdBuckatdp-aheet 4, option 6' ....Into Metal • sheet 4, option 7 Through the beme of Lh-And.w...... •••Into 2XWood FramelBucksld p -.host 41 option 6 ,...Into Metal -shod 4, option 8 kltepml Fin B-8 Equal-Ufe, OA College A College A.h-1bp&quardRect.'Integrelln...... AaduTape Radus Top Through the ....Into 2XWood FunnofBuckatdp-chest 4, option Metal -sheet 4, option Through the lame of the window...... ....let. ....Into 2XWood FromdBuekstriD-shad 4, oNlon6 Jnta Metal -cheat 4, opl1on6 MIN. OF 3 THREADS IEYOND THE METAL FIGURE A FRAME CONFIGURATIONS IUBSTRATE. FOR )TEELSTUDS, AIN. Fe=45 K AIN. FyJJ Ken. UNGROUTED CMU' /ALUES MAYBE JSED FOR GROUTED :MU APPLICATIONS. f}' EOUALLITE ORIEL ,COTTAGE -r(BUCKWIDTM --JBUCXWMHI•---IBUCKWIDTN(+- RECTANGULAR RADIUS -TOP ARCF4TOP so BE WINDOW SHAPES AS ABOVE OR SIMILARAREAPPROVEO. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS (WO. I I . . ti� • VtOENSS '•��'� 8105 Ho.ti THREADSBEYONO �'O 1 TH SUBSTRATE. FOR FL00.\O,.•' C2 - 103 N. YENICF.FFL 42075 „O P STEELSTUDS, 941�•,:`•iQ F•�`� -400-1800 MIN. Fu=46 KSIB ( ) MIN. Fy=37 KSI. p,LVhiN MdlEIl, P.E. CCRT, OF AU7H. 129206 PFJ 58ia6 •A'=ANNEALED *H* - HEAT6TRENODIENED T=TEMPERED 'PVB-=.OSO• BUTACRE®PVB SY KURARAY AMERICA INC. •SG'= A90•SENTRYGlASO INTERLAYERBYKURARAY AMERICA INC. PVB AND SG INIERLAYERS MAY ALSO BE MANUFACTURED BY KURARAYAMERICAINC. :/ iA - L'ZL4:.YL'RAL ANCHORS/FRAME OPTIONS J ROSOWSKI oorr. HUNG WINDOW INSTALLATION -LM 05/15/15 IS 1; e•: Ora.lq Na "" 500 NTS 2 OF 13 G.SH5500-01 I INSTALLATION DETAILS FOR FLANGE $ EQUAL-LEGIBOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHOREOTHROUGHFRAME ' ANCHORED THROUGH FRAME AND I% INSTALLATION DIRECTLY INTO CONCRETEICMU.' BUCKSTRIP INTO CONCRETE/CMLL 'OPTIONI EDGE DISTANCE SEE NOTE 2, THIS SHEET. (� EMBEDMENT ANCHOREDTHROUGH FRAMEINTO 2XW000 EMBEDMENT 1/1'MAXSHIM 18 1/4'MAXSHIMh+-- FRAMEORSUCKSTRIP. : I I SASH VISIBLE 17 SEE NOTE 2, THIS SHEET. `l EMBEDMENT EDGE • ,. 1e uoHTW3DTH '•. DISTANCE FLANGE FRAME �� DISTANCE :, ,7; -.. �� , , SHOWN 44 BALANCE� Vd' MA% TYPEPEVARIES TYEMSEDMORTYPE.AND SHIM EMBEOMENEDGE E, /—� 42 WITH EIGHTH e WEIGHT 54TYP30 2 EDGE EMBEDMENT AND EDGE DISTANCE PER TE, L_� 31 �h Ill DIS SUBSTRATE, DISTANCE 2.SKEET 2. SEE TABLE 2, SKEET 2. SEE TABLE 2, SHEET 2. EXTERIOR 1B •.•••.. 87 FLXED 19 20 OPT.SASH TOP FLANGE I —ED VISIBLE ""III LIGHT WIDTH VISIBLE LIFT RAIL FRAME I 2 BUCKNIDTH LIGHT HEIGHT FORALL WINDOWS: NOTES: SHOWN f HORIZONTAL SECTION A -A L 49 48 1ass ND AT FROMROM END AND 1)USE ONLY 21 CENTER SUBSTRATE -APPROPRIATE 22 FORWINDOWS ANCHORS LISTED ON TABLE 2, OVER3B•WIDE: SHEET 2. FOLLOW EMBEDMENT AND DADE APPROVED MULLION, FBC COMPLIANT ALUMWUMISTEI 72 5 WEDADORIONAL EDGE DISTANCE LIMITS. ANY MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROF SCREWS 018.3W INSTALLATION OPTION SHOWN MAY 14 45 40 47 35 FROMEND. BE USED ON ANYSIDEOFTHE WINDOW. C FOR WINDOWS WITH BOTTOM LOCKS: - 1f4'MA%. SHIM N10OFIN1ILLINO BUCK S0 HEIGHT O 18 AODAODRI0 SCREWS 0 a-3fe' 2)�ONRYOODAS ANCHORS RTABL USED INTO WOOD AS PER TABLE 2, SELF•DRILLINO SMS(G5), SEE BS -� FROM END. SHEET 2.ALL WOOD SUCKS LESS TABLE2. 30 SASH THAN 1-1W THICK ARETO BE CONSIDERED 1X INSTALLATIONS. IX SHEET2. EXTERIOR VISIBLE WOODBUCKSARE OPTIONALIF LIGHT UNIT IS INSTALLED DIRECTLY TO B8 HEIGHT L 18 USE EITHER SUBSTRATE. WO OD BUCKS DEPICTED AS 2XARE 1.1Q'THICK OR GREATER. IX AND 2XBUCKS OPT' 85 LATCH OR (WHEN USED) SHALL BE DESIGNED L� TYP.ANCHOR TYPE. EMBEDMENT AND EDGE OI9TANCE PE ' EDGE SUBSTRATE, • DISTANCE SEETABLE2, SHEET2. EQUAL .EGIBOX FRAME SHOWN 1W MAX SHIM (2)1• INTERIOR 81 31 30 84 BOTTOM LOCK. TESTED UNIT TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK FLANGE FRAME EQUAL LEGIBOX WEEP LOCATION:8518• DESIGNANDINSTALLATI0.V ISTHE SHOWN FRAME NOTCHESAT e0 FROM SASH ENO. RESPONSIBILITY OF E ENGINEER o SHOWN EACH END. OR ARCHITECT OF RECTHORD. EXTERIOR B 88 (ALSOBLFERRELIGHTWIDTH TO DAYLIGHT (ALSO REFERRED TO AS DAYLIGHT INSTALLATION V INSTALLATION OPTION 4 STUD. 87 OPENING) IS MEASURED FROM OPTION4 4Ppnred o. oomylTlo�R1W15a ANCHOREDTHROUGH ANCHORED THROUGH FIoAd 114'MA%SHIM 'BEADING TO BEADING. . .3 EQUAL{EGIBO% FRAME11 L 1111 / FRAME INTO METAL FRAME INTO METAL NOA4 ' FRAME SHOWN o 1 V LYNN 7i� ReNnJ Br: oat.: Rrvlatm: A . I JeP uN N......... dfil� 'i 27'X 12 5' NOANCHORS -105 FQ'i Or Tf W °�RWEEPHOLE ® 3g • REQUIRED LANGE OIN R VISIBLE LIGHT FORMULAS Tt;` No. 58i05 '`�� 1rnlwd� oalw� 2.87•FRO 38 -;' EOUAI LEG WIDTH _ EACH END. FRAME SIlL4 ®SASH: BUCK WIDTH-6112' ®FIxEO LITE: BUCK WIDTH -Aare• -� FLANGE&EQUAL-LEGIBOX FRAMES JROSOWSKI 71 f , HEIGHT(EQUAL-LITE) BTN, • • U''. FfA E f• �<[/� 1070 TECHNOLOGY DRIVE TIDr. 0 VERTICAL SECTION B-B BUCKHEIGHTR-115118' �(S••�ORIO@.•• G� N. VENICF FL J42T5 SINGLE HUNG WINDOW INSTALLATION - LM O5/15H5 (941)-480-1500 A. LS•WIdAIER. P.E cERr. OF AM. /292ee SH-5500 NTS 3 OF 13 MD-SH5500-01 PFl 8T05 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHOREDTHROUGH FRAME INT02X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTIONS EMBEDMENT WOODFRAMEOHISSHETRIP.SEE STRIP.INTO SEE WOOD . El r- EDGE DISTANCE ANCHORED THROUGH INTEGRAL I+ EMBEDMENT NOTE 2, THIS SHEET. BUCKSTRIP-SEE NOTE 2, TH195HEEf. FIN INT02X WOOD FRAME OR O 1/4' MAX SHIM 114• MAX SHIM BUCK• STRIP.SEEN OTE 2, THIS EDGE DISTANCE 18 SHEET. TYP.ANCHORTYPE, SASH NSIBLE _ J-CHANNEL EMOEDMENTANDEDGE LIOMTWIDTH 17 FRAME 1 DISTANCE PER SUBSTRATE, SHOWN 1 ,. SEETABLE2,SHEET2. - (SCREWSHOWN) 44 BALANCE EMBEDMENTTYPEVARIES - - — 1/4'MAX SHIM 42 WITHSASH 1 TYP, ANCHOR TYPE, D DISTANCE Q WEIGHT 64 30 EMBEDMEKTANDEDOE 31 DISTANCE PER SUBSTRATE, Q; SEE TABLE 3, SHEET 2. 1B (NAILSHOWN) EXTEPICR B7 TYP. ANCHOR TYPE. ' INTEGRAL EMBEOMENTANDEDGE 0 FIXEDNSIBLE 3 FIN DISTANCE PER SUBSTRATE, JCNEL FIXED 19 20OPf. SASHTOP SHOWN (NAILSSHOWNHOWNLIGKTWIOTH FRAME SEE TBLE 3. SMEET2 HAN) NSIBLE LIFT RAIL FRAME 1 LIGHT SHOWN 1 ANCHOR* NCH HEIGHT WINDOWS: NOTES: 1 ANCHOR 403SS BUCKWIDTH ,— qS 59 FROM END AND AT 1)USEONLY HORIZONTAL SECTION WI-C O 21 CENTER. SUBSTRATE- APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 OVER 3&` WIDE: OF SHEET 2. FOLLOW EMBEDMENT 114' MAX. DADE APPROVED MULLION, TOO COMPLIANT ALUMNUMISTEEL FRAMING OR STEEL STUD. �.J 0 ADDADORIONAL AND EDGE DISTANCELIMTIS-ANY SHIM BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLES 2 &3 SHEET 2. 45 46 47 SCREWS 4016-3IB' INSTALLATION OPRONSHOWNMAY 1A 35 FROM END. BEUSEDONANYSIDEOFTHE 0 FORWINDOWS VRTH WINDOW. BUCKBOTTOM LOCKS:[,;MAY 0100R 012 STEEL �1 I.� 114`MAX. HEIGHT 50 O 18 AOD ADDITIONAL 2)MASONRYANCHOfiS MAYBE St1F•DRILUNO I I SHIM SCREWS (M"8-. USED INTO WOOD AS PERTABLE 2, SMS (GS),6EE BS 30 FROM END- SHEET 2. ALL WOOD BUCKS LESS TABLES 2 & 3, SASH COTHAN NS-lIDERED ir IX INCKARSTALLATIONS. E TO BE SNEET2 EXTERIOR VISIBLE 1XWOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBDEPSTRATE. WOOD BUCKS 18 LATCH(SHOWN) SUES EOA3=DBU2XAREI-12'THICK OPT Bfi ��B10 BOTTOM 3N OR GREATER. IXANDZX BUCKS tom- 66 (WHEN USED) SHALLBE DESIGNED (2)1' 81 30 03 TESTED UNIT TO PROPERLY TRANSFER LOADS FIN AND/0R 31 LOCATION: fW' B' FLANGE REMOVED INTERIOR TO THE 61RUCTURE WOOD BUCK y�Ep FROM SASH END. DESIGN AND INSTALLATION ISTHE INFIELD NOTCMESAT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN o o EACH ENO. NO ANCHORS ORARCHITECT OF RECORD. FRAMESHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF AN CHORINo 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME (ALSO REFERRED TO AS DAYLIGHT OPTION _ OPTIONS OPENING) IS MEASURED FROM ANCHOREDTHROUGH FRAME INTO METAL 4PPrvvedo et4m t7142Mt1h0- 111`MA% ANCHORED THROUGH Fl°H4e W INTEGRAL FIN BEADING TO BEADING. FRAME SHOWN o -ISHIM ,27'X1.25-WEEPHOLE 3B WICOVER82.Bi' T 1! INTEGRAL 11L71111I1 /! ::"f,01•........,• ��(( i�i : QS1: '. µCE'S '•,F.p � FIN INTO METAL INTEGRAL FINlFLANGE REMOVED RMsee Dole: R4H4lom No ODIC eM10 eP .420 BY - RMaea By. 0°ta: RrvWon: FROM FCH ENO. I VISIBLE LIGFIT FORMULAS TYP.ANCHOR TYPE, EAIBIDMENTANDEDGE EDGE DISTANCE y,RDTM DISTANCE PER SUBSTRATE. ®SASH: BUCK WIDTH SEETABLE3,SHEET2. - EMBEDMENT ® FIXED LITE: BUCK VVIDTH-4.318' (SCREW SHOWN) HEIGHT IEQUALAIT61 INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHTTR-3.15116' ANCHORED THROUGH INTEGRAL FIN INT02XWOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS SHEET. _= ir:' No, 55705 ';iT = - - _ '-'O�✓, `J��7� !Y_ %�'•, f/dfl ;w, :(jam•'. AT OP ,• `� e( '':(n<OHI01;, •' \��: ''.�S's(�NAL !! I!l11111 ALYNNMUXKJ68705 PE P.E164106 J-CHANNEL FIN FRAMES �° JROSOWSKI f070 IECHNOL00Y DRNE VENICE, FL 34275 (041)-180-1600 . 7RIe: Onto: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SeNe SH- SH-5500 IN IN S6e4t: 4OF 13 OMD No. MD-SH5500-01 Rev: CERT. OF AUTH, 120MB ( —►{ WHOM. 5116'A/A PVB 7/16' AIR SPACE 118' A GLAS9 aE7RERi0R DURASEAL, SUPERSPACER OR CARDINAL SPACER GLASS TYPE 5 —►{ 7RY NOR 6116' HIH SG 7/18° AIR SPAJOR 1/8' T_ GL G] EXT ouRAS SUPERSPACERCARDINAL SPA GLASS TYPE 10 EXTERIOR a TYP. GLAZING DETAIL --►{ 71B' NOR I-+-- 5116'AIAPVB 71157 AIR SPACE 118" T GLASS aEXTERIOR DURASEAL, SUPERSPACER OR CARDINAL SPACER GLASS TYPE 6 —+{ 7/B' NOR �+-- 5118" HMSO 318" AIR SPACE 3/16' A_ GLASS c]EXTERIDR DURASEAL, SUPERSPACER OR CARDINAL SPACER—i GLASS TYPE 11 12'NORGLASS GLASS TYPES B THROUGH BITE TYR ' 16 MAY NOT BE USED 4 WITH ICRANNEL OR INTEGRAL FIN FRAMES GLAS.TYPESS•7.8.11, 13 5 ' A 15 MAY NOT BE USED IN THE RVHZ ABOVE 30'. GLAZING NOTES: "A'=ANNE'SIR NG 'r-TE PERED TNm 'PVB'=.OBO'DUTACIGWVBBBYKURARAY ERICA, INC. 'SG •.000' SENTRYGlAS�BY KURARAYAMERICA, INC. TRI'NOR I+— 5116' A/A PVB 318' AIR SPACE 3116" A GLASS aEXTERIOR DURASEAL, SUPERSPACER OR CARDINAL SPACER GLASS TYPE 7 6110" H/H SG 318" AIR SPACE 3118' T GLASS G] EXTERIOR DURASEAL, SUPERSPACEROR CARDINAL SPACER GLASS TYPE 12 71B' NOM. I+ 7/16'NASG 1/4" AIR SPACE 3116" A GLASS < `3 EXTEROR DURASEAL, SUPERSPACEROR CARDINAL SPACER FOR LAMINATED GLAZING COMPONENTS. SEE TABLE 1. SHEET 2 718' NOM. 5116'6IA PVB 318' AIR SPACE 3/76' T GLASS aEXTERIOR DURASEAL, SUPERSPACER OR CARDINAL SPACER GLASS TYPE 8 —�I 71V NOM. I+- 711 S" A/A SG 5/16" AIR SPACE 118" A_ GLASS aEXTERIOR DURASEAL, SUPERSPACER OR CARDINAL SPACER GLASS TYPE 13 'NO 7/18"NA SG 114' AIR SPACE 3/16" T GLASS C]EXTERIOR DURASEAL, SUPERSPACER OR CARDINAL SPACER GLASS TYPE 16 •'•. ,k : R.a..a By: Mg.:R x No. BB7G5 u ':�r1811S : iu - GLAZING DETAILS —�{ 718-NOR I�-- 5/16' H/H SG 7115' AIR SPACE 118' A GLASS aEXTERIOR DURASEAL, SUPERSPACER OR CARDINAL SPACER GLASS TYPE 9 7W I'll 7/15"A/A SG I I 5/1 B" AIR SPACE 11B" T GLASS aEXTERIOR DURASEAL, SUPERSPACEROR CARDINAL SPACER GLASS TYPE 14 ;pp,me4 uromplyleB.rlW m fIDAK •A1 IU ePmduq' J ROSOWSKI 1070 TECHNOLOGY DRNE T11b: DW: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 05/16/15 P.E. CERT. OF AM. #29296 1 SH-5500 I NTS I 5 OF 13 TABLE I: DYrctryu OubnPnnurc,IDelll� •ASOA Eeln�LeTel 1 Fa WYemed trNlWa SEE TABLE B, SHEET B FOR ANCHOR GROUP AND QUANTITY. SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 5, 7 $ B (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLYTO ALL FRAMETYPES A CONFIGURATIONS) NOTES: 1) USE THESE TABLES FOR ALLWINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FM. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PERTHE FIGURE. S) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT13MENSION SHOWN ON THE TABLE. 01im' ndbme.n tr0lmneP ee•na•WI blPP� OeelDn Prcervrc,)neMe delpLLenl as mu w} e0a0 nla EyRL •A.D • -i00 p1•NOe F<n4 WR•illro ♦inn •m •m➢ •roA 31 EadAe 11bm-IIAII •m➢ -AO •p00 -ro.0 laenee Pm1� tlm-11.le1 . -ron •apo Tan apn.attl . •mo .mD •tin 6Yb.Y - a.OA-ad •mD •m.0 •tl➢ i1.9p EYpONe 11An-AAn • •inn •m0 •1DA 81�WRd� II011.11d+p •m0 •AA Npn •RD 6id�t Ilm-Rb •mp -roA •tla - T♦In•1 3)Jtl-]fAll •m0 - •m0 -190 wsa04e apli•31.Bei ♦Op0 AA • •AO m viNN fmp Dan•an0 ♦ •l0A rtlA m.0 N Eyge Ren•aaR ♦ -RO .mD -lOD SleWlprYln 11.p1I•aatl •inn AA •tl0 •)D➢ lapin Help -IOA •m➢ elmrl u.Tnalpte •m.D •aa •ma •mD TIb•1 al.ptl-a.Du .inn -mD ♦ma .inn pYMWaapp ROtI•]Ifm 060 •tl➢ •A.0 El— abll-aOAlp Imo •AA •mA •AD M Btnpvp PmYi nJ+i•abY •m➢ •RO • •IOn w4pp E✓u f1.On•ii.n0 ♦m0 - •tl➢ -AA wl®s uAn-lulp •inn aw •inn -r]n >T esnm n�.nale .inn •mD •mD .inn p i9 hMt M.l icD•0. MEpeNY •31.n0 ab1)•9]01 •mA ♦mD •RO -RO •n3A •m0 •inn •m➢ y aAn-aJip •mA -AO •m0 •roA wIYn81u mp11-ably •mD •An •inn •ro➢ I0.R! 0fatlMrmY/ +id11•a810 •tlA •1a0 •m0 •0.0 wemp0e MITI— ♦pp0 ♦mA m •m0 w4m EDe I}pn116 •AA DMte•I Ilm-nbtp •tlA -ro0 ' Ttnl WII•IIdM •ppp -roA • •f0A pludNCmP N.p+1•A.01p • -RO ♦tlA EyLAa A811•pIJ10 •On -AD •tlA A00 Req•NF,OW ab11•aJ -im •09A -roD m wemOW mali•Re10 ♦ •roA ♦tlA •me wlan6Y. 1/An•a.n0 • -roA •m0 -1D➢ peYndYe +lan•11.p1p •m9 -A➢ ♦tlA ffi1 i]nn-11A1p •m.0 -roA ♦m0 m Yawe t1AN-n➢a •inn •inn . n as TNn Du1)-N.NI •m0 •A➢ ♦e1A • W11-OO.nO ♦010 •lm • .roA �•mpDe awp. n. aa+e •ron •Ra » wsa,w. aAn.m •mD •mD . .inn BIedNRWN abll•aa10 ♦tld •l0A • -10➢ wane4e apli•aem •inn -AA •m0 mA 6ivM1 tlbn. ad •ppn •T0.0 ♦pSA and EAWRe 85n•IIDN • ♦tlA •mA a wwp�e xpn•fedm -inn .mD ma 61ibgPiYlw 9A10-mAle • •A.0 •inn d0A D1.m Hsu G.OR ♦mA ins T BE& ➢I.�ryee• OeefOnPrcnuP, melll! e,1Ae weArao.o INNL LYnI R iu •0�J4MIfAlnn Wee SEE TABLE 10. SHEET B FOR ANCHOR GROUP AND QUANTITY. IT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5. 6. 7 & 5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES S CONFIGURATIONS) µV LYNNk r,�. Q�,, G F '• F i ��— N➢. 50705 I 86S ()'• "I 1T- F ,: lt,�: •.:�ORIO•P. •: \t .� 1070 TECHNOLOGY ORNE N. VENICE. FL 34278 (941)-480-1600 '51O ��`\G.� 1�D AJII4BR, CERT. OF A/28290 I)M. P.. 50105 Ipprore0 Oe mmpl}ID2tMlh 10• DesN nI111nyC De nOAN ll attl ae�.rDA: M.wm.uprmaYN iota: R-y— PRESSURE TABLE Omen J ROSOWSKI HUNG WINDOW INSTALLATION -LM Date: 05/15/15 Scale;MS SOeeL•6 DmeNp Nq Rev. 500 OF 13 MD-SH5500-01 Lv, ie ele pa1m,6..n a yr Wry& ON C.OppPmeab,the MI .I ybeD by Balm a Ewm 11.101 •AD •1fOD •RDadf0.0 •Ta0 .nn0 •Ap 2110 cl.a.a omy. uen-mero •ma •v¢n .m.o •uaa •rae .um .mo -noa m Ewa. u.6a.lasu . .um •mp •uao •ron n p •mo mm� E w.eP�w +Lm-n.em . A .mA n u¢o •mo nlao TrM tten•rame •m.o .u6n •mA .una rtao •u¢o .raa -nn¢ ew.emey Raa-ttae •ron a1¢a .ma -un¢ Han .Ica¢ .ma -tm¢ aim Fgrae Han-nmr •mo .um •ma •nnp .m.A .uao •RD .1m show Rae•& -17-1T.610 •AD •van •AO -Imo •R0 .11na •Ra -I10.0 elmw lun.tuu .ma .ono •mo amo •rao amo •mn -Imo rra ¢raa.lLau •ma .uno .ma ma •mn a!D •mo ma m1m�Ela Aai-n.lm •AD •1160 •m.0 -11m •m0 .uno •RO -11a0 6Wd.eNy ttmwmsm •mo .upA •mA -tina •mo •uao •mo ama N Ewa. IT-mab •AA •110A .m0 -aan •rao -11a0 •AO -11aa a1rl,MaoY. nalT•m.6a •mD .11an •mD -11a0 •1n0 •IInD •RO -110.0 ae . f1.......Ab • 0.0 •ro.0 •11n0 •RO .1140 •RO •IIaO 1I.nI•ia6b •m0 .It¢0 •m.0 -1 Im.O •iD0 -1 ib1 11.6a-D1.af1 •AD Am0 •m0 a10 •RO -RO •10.0 10A 6Wtl�D Obp m61r-DI.® • •RO -11n0 •TOA .11a0 •m0 -11aa EwOb RSn•A]fe •AD -1 ldd •RO -11a0 •m0 AInO •AO 41. tl iwre nelr. 1 Il-All& •mo •1mD •RO - 0 •1 0 •AO -Ilse mmew 11611•ndtp • •Ad -Ilm •m0 •Ia0 •RO -1m0 mxaso-. 1ne11•Ildle •RD •I10.0 •A.0 -11n0 •i¢0 1R0 •m0 •110.0 6tae•u ILar-1261e •1pD 41a0 •m.0 :L.. •A41. •RO 1- $ 3! ewe.eray. -nar m6n.aar •ma .man nlm .mo •Ao a4o nln¢ .m¢ •m¢ .mo -nnD •mo •RO .mn -nn0 EwW 2nen.rame •mo •um .m.¢ -uao ana .uno .mo -1mo mantib tt61T•a]a •AO +110D •RO A1n0 •mp •11n0 •ro0 -II¢0 . ----ft iRar-aAn •AO ton •AO -1R0 •rao •1109 •RO -I1ao mmm6h• Ia6G-11Ab •RO d10A •A.0 .uno •m0 .uao •m0 mmmeo-. 12611•Ildle •RO -I10d •AA -11¢0 •rao •110.0 •m0 41. •1R0 m.. •An •+ D •A.0 •11n.aa.ra Trw n.aau •Ra .Imo .mn - •rao -una •ma -uno 4m0ee Wpe 11.311-all& •RA •11D.0 •m.D 41. - 41¢0 •m0 -11a0 EwD1• muT•i1.Ob •AO 41. •uno na¢ •114D •AA .11M eoweFlel,. zun.meu .mD -von •mo -una .mo -um •mo .uao m manew .ma •voA •roA .uao •rap -una •m ml.aen. •RA .Ima •rnp .uno •ma -n¢a •RD nma mrasa. R617-Hale •A.0 4100 •Aa -una •m.0 -I+OD •RO dR0 mwn Em 11¢n•l-I •AD 41aD •A.0 d100 Q0.0 •110a •AO -1m0 emlee 1laa 1.L11 •NA 410D •m0 .uao n0.0 -110.0 •mA -uao Tra Dssn.11aH .mo -uDA •m ¢ om .nnD •mn .von meow.. a]n.aea •Fo •Im.O •m0 .una .rao -uao •A4 -0m0 Ewa. 4YIM1rafU •AA 1 •mn -11 •Rp •uao •Ra .n0.0 n meneae aalvaA+e •mA •111. 4 •IOA •II.aO •i00 -114a •rao .Ima 6WW0Rornr ttSli•a616 •roD •Ilan •mA -010.D •/0.0 41. •m0 4- mencV. m31r•AdiO •AO -Im0 •mn -1Ia0 •m1 41. •RO •uno a4opnl -Ima •m0 •ono •m0 -uao - Al" Ewm XSII.- •AD -110A •mD 41. •m0 41a0 •m0 -110A M a311•Sl.em •mo -110A •mn -It¢0 •Rn -II¢0 •m0 •11n0 ] D.ree P�¢I.n SLIe•alte •ma aloa •RO .Ii¢0 •ia0 •nn0 •RO •IInD a.fe Trwl NAII •m.D -IID.D •RO •IIaO •m0 -I10.a •Ro •1140 NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE. 3)FORSIZESNOT SHOWN. ROUND UP TO THE NE AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE ` " NY LYNN Mji!(.p¢ No. KIDS � 10 �$ FS ; 4/ - 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 °,s8/ONA1• F`c (041)-4e0-1000 /aiAum&L .P.E. P.E166705 ' CERT. OF AURT. (i2Y1p6 SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 8.16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& CONFIGURATIONS) U 4ppmml m mmplTlog wBb I W Fb110n y01�loU 00e DT Dn+c NOAtl 6rIAuil Uyle PrapaG i I PRESSURE TABLE J ROSOWSKI Goa: HUNG WINDOW INSTALLATION -LM 05/15/15 SDoI.: she 7 xo. x.r: i500 NITS 7 OF 13 MD-SH5500-01 350P 33OP 3.500' 3500* --�I+ .002• .062' ow 1AS3' tAB3• 1AB3• 1AB3• i .825 1]7S Oi HJEMIJAMS FRAME 526. O OHEADIJAMe� 1576 OHEADIJMIS O4 HFADIJAMB FRAME r) r .mP --� •�0.1 .716' �{ t.te4• h.— .070" (SLIGHT A-f}00— •15w (SLIDSASH REINFORCEMENT 1 HDSASH�— OREINFORCEMENT 3AB3'I+- 3A83' —�I . 07P Q►— ,ssz O4+ .oer _. {F+ .Dez• asr�V,7. t.. LJI.iLLI �q{ — 13D• 24I41• 2.4IJ44• O 2.444' �� 1.331' F+ --1 1A4D' I+-- 1 STANDARD OORC 27HD MEETING RAIL D OJJLILJJ �8 MEETING RAIL REINFORCEMENT REI o � REINFORCEMENT Aw O ;FF=FIN FRAME EQUALLED SILL O SILL O FRAME SILL Imo— 197T —►I 1.630• I+1.091' +{ T t]76' I K �� I I 2100' 217P S90' 1.472' �•{ �+ 1.585' IL7j. 1Z31' f•�— 14 MEETING RAIL +I LOOP 10 SASH WVL •355' OVER .000' J 17 CBM71710E I 18 SAS STOVER 07P •�0• rFT RAIL LIFT RAIL 18 IINTE OCK 20 INTERLOCKCOVER .050• } .070' EVELED BEVELED 27 BNTERLOCK OINTERLOCK COVER ReNeed By. 0•ts RMilorn PI—d ee..pjyj,.I,h M. Fl H Di Idln um. ��tt •( I.YNN I7j777 � � , 41GENSF •••,,�` � IDE.776' MI edePmd.tl Can T R BY: Oats ReNetont —I- u A35' —��—� .025—4� O N0.50705 J J ��`•;� IS ® DssMPlloic WINDOW EXTRUSIONS ka•n RY% JROSOWSKI 1111 TECHNOLOGY DRIVE N. VENICE, iL 34275 Ill SINGLE HUNG WINDOW INSTALLATION - LM Oct•: 05/15/15. BEADING ^1 sTRUD�FwIME SCREEN FRAME .:'4� ��6•., S a �; �a;•• F<oaiDn,.•G�'?; ''''7iS/(!NFlL �N•�` (e9t)-460-1600 sNs./Yod a scol.: SM.c &..fq Na. Res A.IN,NN H1yhBA, PJi. P.EA 5B705 SH-5500 NTS 11 OF 13 MD-SH5500-01 CFRT. OF AUDI. 029208 TABLE 12. TABLE 12, CONT- Bill of material Bill of Materiel, cant N Part0 Description Material 0r Part Description Materiel 8200 Single Hung rams ea am - anne P o Lackacansm CStee 2 620102 Single Hung Frame Hand 6 Jambs - Flange PVC 488 Sweep Lack Cast 21ne 3 620103 Single Hung Frame Head 6 Jambs - Fin PVC 4786 Auto Lock Caw Assembly Cast Zinc 4 620104 Single Hung Frame Head & Jambs - Equal LegrBox PVC 40PTX NO x 1' Ph. FH SDS (Auto and Swoop lack Screw) 5S 5 820105 SH1DH Frame Slll-JChannel PVC 49D Auto andSwoep lack Kespa Cast Inc 6 620108 SWDH Frame SIII -Flange PVC 60PA 0e x 3141 PH. PH BOB Kse er Seraw SS 7 62D107 SWDH Frame S01-Fin PVC 61L1R Beveled Tit latch Comer Key PVC 6 620106 SWDH Frame 901-Equal Leg/Box PVC S2URPu11 Hell Tlt Latch Comer Koy PVC14 OM131 Fixed Meeting Rail PVC 63FL Ines 3W Ph. FH SDS (Caner Key Screw) Be 10 620129 Sash Rail (Sides, Top A, Bottom) PVC 64 420183 ITUI Latch PVC 17 620134 Balance Cover PVC 65 420184 ITO Latch Rel.lner PVC ' 18 620133 Sash Stop/Screw Cover PVC Be 720207 1'71O Latch Spring SS 19 620168 Pull Mt Interlock 0005 T5 At 57 420188 Plastic Tit Latch Finger Pull PVC 20 620144 Pull Reg Interlock Covar PVC 58 720192 Metal T9 Latch Finger Pull Cast 21nc 21 620157 Beveled Interlock 6005 T5 AI 69 42018D Phut Bar Comer Key PVC 22 620145 Bm Lod Interlock Cover PVC 60 7202DB Perot Bar SS. 23 620150 Light Sash Reinforcement 6083 T6 AI 63 720191 Sash Pull Handle Cast 9nc 25 620152 HD Sash Reln9omemenl 6083 T6 At 64 720194 Sash Pull Handle With latch Assembly Ceet One 28 620163 Standard Meeting Rall Reinforcement 6005 T5 At 86 7534FPT 08 x 314' Ph. FH SDS (Pull Handle screw) . SS 27 820154 HD Meeting Roll Reinforcement 60116 TBAI fib 420188 Baton Latch Strike Plate Cost Zinc 30 61644 Weatherelrlp, A87' x .270' Fin Pile 67 77058B 08 x 518' Ph. FH SMS Strike Plate Screw SS 31 BQ300 Weatherstrip, .180" x .300' Foam Bulb Flex PVC 721 720135 Lanni I.G. Saad PVC 32 61719 Wealheminp, .187' x .220' PolyPlle 74 Backbaddina, GE 7700 or Dow 701 Sulaole 33 01825 Weatherefirlp Plug, .220° FRI 76 71MN Setting Block 71W x V x 118'), 85 +1- 5 duro. EPDM 35 76X1 MTTT 98 x V Ph. PH SDS (Interlock Mounting Screw) 78 Quanox SuperSpacer nXryhth Hot Mall Butyl Composite 38 7aX3THPX 98 x 3' Ph. PH SMS (Meeting Ralf Screw) 410 SS 77 Quanox Dumaoal Spacer Composite 3} 71889SP Meeli-9 Rao SawSupport Plate 8083 TB AI 78 Cerdiaal )L Edge Spacer Composite 38 720210 Weep Hole Cover PVC 80 91012 Extruded Screen Frame Alum ' 40 720)D000( Constant Force Balance 81 91011 Rall•Fonmed Scream Frame 08 x 314' Ph. FH SMS (Can. Face Balance Screw) SS 82 7CKGLB21 Screen Comer Kay for ExWded Frame X4 42 Spiral Balance 63 47042 Scman Comer Key with Pull Ring X2 43 720205 Spiral Balance Shoe Nylon 64 47041 Screen Cana Key without Pull Ring X2 MAtum41 44 76XI14FPAX 98 x 1.114' Ph. FH SMS (Splml Balance Scrawl 41OSS 85 7CA.PM TonelenSpringBB BIBlBC401 Screen cloth 8701036181B14 .140' Screen 3 Ina (MechlnalHand Mad ' PP 4yaaItb A. opi 14 3Rd. i 12 R.,.d ar• cal. Udmo ,i'! '• 5�aViF.Mnd 9y: 0ate: R.H�bn: Pn - r4o. 58705 �f ;• to BILL OF MATERIAL (BOM) J ROSOWSKI n�T ' c1P '• F<ORIDA,.•'•� 1070 TECHNDLODY DRIVE VIW mt. NOTES: , ........ �N�, N. VENT E' FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 (947)-480-1800 111 �• y� DAW"Nx RM i)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD., TO BE LABELED FORAAMAEXTRUDER CODE. .leer R, A LVNN MILLEP.E. SH-5500 NTS 12 OF 13 MD-SH5500-01 21rTEMS O 9.13.18.24.28.29.34 , 39. St. 62, 6&71. 73 6 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL sa,oe CERT. OF AUM. /29296 OPT. SWEEP LOCK O 46 46 OPT. AUTO LOCK 47 1B 20 67 oA 66 46 51 OR 52 65 45 t re 1 ` O ,4R OPT.PULLRAIL `INTERLOCK6 �• l 22 82 ORO 1111) 10 COVERIl IIIwIIIIIIIII'r'I`- DYER 68 � 1 0 67 1 Be OPT. 0EVELEO MITEREDFRAMEIAITH 7fi ,i 21 INTERLOCK INTERIOR AND EXTERIOR 8 COVER \J``�FRAME WEIRS 48 O 1B \ / \ f 64 ` I 72 K4 1B 63 ORO 14 Ll \\ �AINYstoaµn!+°E------- ---- � �• SCREEN o �V7MY`\ 'ASSEMBLY DETATCH ILS COANT FORCE �-� NST16 82 OR 83 41 BAW4CE OR OPT. PULL 42 47 SPIRAL BALANCE HRS� \\ \ 1 eT 16 . \\ MITERED FRAME WITH SASH INTERIOR AND EXTERIOR i 37 ASSEMBLYFRAME WELDS ae - 36 DETAILS\.� � EXTERIOR •. �\, ` 53 38 i 58 'APPr4mlueompl7nynW f64 5 �. �.-... —. FRAME ` `��ONy IYNN RMnO e;, Bon: ReKA1ar: 61nml Dade ASSEMBLY \, �:'' DETAILS •.� \ u s ' :9 RMeeO a Den: ReNemA (f No. 50705 DeserlPllw: Oeecn SY; EXTERIOR' '� '. /s ��; EXPLODED ASSEMBLY J ROSOWSKI NOTES: �T'•, ST EOP ((: .1070 TECHNOLOGY DRIVE RBN Dun: 1)SOME PARTS)OPRONS NOTSHOWN ON DRAWING FOR CLARITY. \ :FS •('j +� N. VENICE, FIL J4275 SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15 2)J•CHANNEL FRAME SHOWN, PARTS 4165. OTHER FRAME TYPES APPLY. �IS�nNAI-�N`. (641)-480-1600 Srrin/ANON: Smnl 5n• 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 6 7. A LV/1AIAVIL�ER. P.E. 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LACKS. P.E/667Q5 CERT. OF Am. �26288 SH-5500 NTS 13 OF 13 1 MD-SH5500-01 M f AM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miRmidadLgov/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 AHD (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 `TW-5520 Vinyl" PVC Fixed Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, 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 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 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. G NOA No.14-0930.25 Expira tion Da te: Apri130, 2020 Approval Date: April 30, 2015 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets .1 through 11 of 11, dated 09/09/14, 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) Large Missile Impact Test per FBC, TAS 201--94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and. TAS 202-94 along with marked —up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated 08/01/14, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t11 Edition (2014), dated 09/18/14 and 04/07/15, prepared by manufacturer, signed and sealed byAnthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. ' Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice .of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No..11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. Manuel a ez, P.E. Product Contr E aminer NOA No.-0930.25 Expiration Date: Apri130, 2020 Approval Date: April 30, 2015 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 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 Window 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. F. STATEMENTS . 1. Statement letter of conformance, complying with FBC -2010 and FBC-5111 Edition (2014), dated September 27, 2014, issued by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated September 27, 2014, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. G. OTHERS 1. None. Manuel z, P.E. Product Contr 1 E aminer NOA No. 4-0930.25 Expiration Date: April 30, 2020 Approval Date: April 30, 2015 E-2 GENERAL NOTES: SERIES 5520 IMPACT RESISTANT, VINYL FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HMH4 2) SHUTTERS RA E NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR WSUNTEO GLASS WSTALIATIONS ABOVE W LATHE HVNZ, THEOUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMWADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM CRO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. IMPACTRATING DESIGN PRESSURE RATING IMGE&SMALL MISSRE VARIES I ERGLASSTYPE, SEE IMPACT RESISTANT TABLES 4-13. SHEETS 8.10 MAX. BUCK WIDTH SEE TABLES 4.13 MAX BUCK WIDTH SEE TABLES 4-0 (SHORT OR LONG SIDE) (SHORTORLONGSIDE) MAX. O.C. SEE f 1.26'MAX 8'MA%. D,SEE - MAX O.C. SEE TABLES 4-0 BESEETS TABLES 413 SHE SHEET) VISIBLE UGHT WIDTH MAX BUCK HEIGHT, SEE 4)ALL WOOD BUCKS LESS THAN I -ill' THICKARE TO BE CONSIDERED IX / I SHORT SIDE) INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO / SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1.1M' THICK OR GREATER. IXAND 2X VISIBLE BUCK S(WHEN USED) SHALL BE DESIGNED TO PROPERLYTRANSFER LOADS TO THE A i LIGHT M1SEE C STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OFTHE HEIGHT SHEET3 ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). &)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSWOOR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TOACHIEVE EMBEDMENT. .1 INSTALLATION ANCHORS SHOULD BE SEALED. OVERALLSEALNGtFLSHINO MAIL O.C. STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEETABLES AND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS. 4-4T3-- I MAX. O.G T ' SEE J 8) MAX 1l4' SHIMS ARE REQUIRED AT EACHANCHOR LOCATION WHERE THE PRODUCT TABLES IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OFTRANSFERRING APPLIED I LOADS. WOOD BUCKS. BY OTHERS, MUST BE SUFFICIENTLYANCHORED TO RESIST Bt- e'MAX Dt LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PERASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL? CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. S) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-Im/. STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. B) METAL SUBSTRATETO MEET MN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-7897. ELCO ULTRACON NOA; ELCO CRETEFLEX NDA; ELCO AGGRE-GATOR NON ROYAL WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEAIGHTER SHADES OF CAP COATED PVC EXTRUSION NOAS: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ANSUAF&PA NDS &ALUMINUM DESIGN MANUAL 11) PVS AND SG INTERLAYERS MANUFACTURED BY E.I. DUPONT DENEMOURS & CO., INC. AKA KURARAY AMERICA. INC. GENERAL NOTES..___....__I ELEVATONS.._._._._______I FRAME, GLASS &ANCHOR VISIBLE LIGHT FORMULAS OPTIONS__._________2 INSTALLATION, FUWGE& WIDTH:BUCKWDTH-4.3118• EQUAL LEO._._._..__......_3 HEIGHT: BUCK HEIGHT -43Hfi' IN INTEGRAL FIN & J-CHANNEL....... ........... 4 GLAZING DETAILS ..... ... ....... _..:.6 DESIGN PRESSURES ......... _.......8.10 SOM & ASSEMBLY_......-__...... I7 TYP. EQUAL-LEMOX & FLANGE FRAME (00° CORNERS) 8• MAX —� /J \ 8' MAX MAX. D.C. \ . SEE TABLES / 473 ,`/\ MAX O.C. / SEE TABLES / VISIBLE 4-17 LIGHT HEIGHT / MAX. BUCK HEIGHT. SEE TABLES 4.9 VISIBLE (LONG OR LUGHTWIDTH SHORT11SIDE) 8' MAX L I I _L 1 MN(. O.C. �^l V MAX 125' ^��—^iTT^i— SEETABLES473 MAX MAX. BUCK WIDTH SEE TABLES 4-13 (SHORTORLONGSIDE) TYP. EQUAL-LEMOX & FLANGEFRAME(CURVED OR ANGLED CORNERS) ...__ --LET C. SEE HT SHEET4 3DTH MAX BUCK HEIGHT, SEE TABLES 4-9 (LONG OR I ISHORTSIDE) r X. TYP. INTEGRAL IN & J-CHANNEL FRAME (90° CORNERS) (INCHOREDTHROUGHNAIL__ tssTux I MAX MAX, O.C. SEE O.C. r SEE TABLES 4-9 { TABLES dB T VSIBT LIGIT HEIGHT MAIL BUCK HEIGMT,BEE / TABLES (LONG OR VISIBLE SHORE SIDE) LIGHT WIDTH 1� MAXO.C.SEETABLES40 III�� r— 12W— MAX BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) TYP. INTEGRAL FIN & J-CHANNEL FRAME (CURVED OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) Glace Typo DaarlpUon Table r 7 710' Laminated I.G.: 1/9' A Extedar Cap + 7116• Alr Space + 5)16' Laminated; (2) Liles of 1lB' A Glass Will .090' PVB Harley er 4 6 718' laminated I.O.: 1/V T Exterior Cap+ 7/16' Ah Space + 511W Laminated; (2) Lit. of 118' A Gins with .090' PVB Intedayer 5 9 . 718' laminated I.G.: 3116' A Exterior Cap + 318' Mr Space + 5I18' Laminated; (2) Utea o111a' A Glass Mlh .09D' PVB Ntedayer 8 10 INS' Laminated I.G.: 3118' T Exterior Cap+ 318• Air Space + WlU' Laminated; (2) Was .11/8' A Glass Win .090' PVB Intedayer B 11 Jim laminated I.G.: 118' T Extedor Cap + 7116' Alr Space+ 7118' Laminated; (2) Utes of 3116' A Glass with .09T PVB Inlerlayer 7 12 1' Laminated LG,: 31164 A ExtedorCap+31W Air Space+ 7116' laminated; (2) Liles of3116' A Glace With .090' PVB Intedayer 8 13 18 Laminated LG.:31160 TExtedor Cap+3l6•Air Space +7116'laminated;(2)Utes of3lial A Glass Wllh.080' PVB Intedayer 9 14 V Laminated I.G,: 3116' A Exterior Cap+ 310• Air Space+ 7/16' Laminated; (2) Lltee of 311W A Glees With ,DOT SG Wedayer 10 15 1' Laminated LG.: 3116' T Exterior Cap+ 318' Air Spats + 7115' Laminated; (2) Liles of 3/1V A Glass vAth .09V SG Intedayer 11 16 V Laminated I.O.: 1fS' T Extedor Cap + 7116' Air Space + 7116' Laminated; (2) U(ea .13116' H Glass With .090' SG Intedayer 12 17 1' Laminated I.O.: 3116' T Extedor Cep + 3l9' Alr Space + 7116' Laminated; (2) LUee of 3/16' H Glass WAh .090SG Intedayer 13 Group Anchor SuhAroto Mtn. Edge Dletanca Min. Embodmene A 010 SMS (steel, 1S8 3.6. or 410 B.S.) P.T. Southern Pine S = 71161 Steel, A30• 318' O.w Steel Stud, A653 Gr. 33• 318° 0.0451' (1B Ga.J Aluminum, 6563-T5• 318° 0.050' 3116'steel UBmcon P.T. Southern Pine(SG=0.55) 7/16u 1Jla" Concrete (min. 2.85 Ike]) 1' 1-318' Ungroulad CMU,(ASTM C90) 2-VP' 1-114' B 012 SMS (steel, 18-8 S.9. or 410 B.S' P.T. Soulhem Plna (SG=0.55) 9116• 1316' Steel, A3B• 318' 0.050' Steel Stud, A653 Gr. 33• Val 0.0451- (18 Ga.) Aluminum, 60B3-T5' 319' O.DGY C 114' Steel Ultmcan concrete (min. 2.85 ksl) 1' 1314' Ungrouled CMU, (ASTM C90) 2.112' 1-114' 1!4' Steel Creledex Concrete (min. &35 ke0 1' 1314' 114' steel Ullrecon P.T. Southern Pine(SG=0.55) 1' 1318' 114' steel Cretelf UtlgmU(ed CMU, (ASTM C80) 2-11T 1-114' P.T. Southern Pine (SG=0.65) 1' 1316' D 114' eteel AggreGatof P.T. Southern Pine (SG=0.55) 1' 1318' Grouted CMU, (ASTM C-90) 2' 2' 1/4' steel Ullracon Concrete (min. 2.85 kel) 2-112' 1314' 114' steel Cretelex Concrete min 3.35 kel 2-112' 1314' 114' steel Aggre-Galor Concrete (min. 3.275 kaI 1-1IY 1.31e' Anchor Sub t t. Mi.. Edge [)Idea Min. Embadni-V '2.17 x .131' Common Nall ' P.T. Seulllem Pine (SG=,55) 315' 2-711W 2417 Rlrlpahenk Roolrg Nag P.T. Southern Pine (9G=.55) 3/8' 2-7/iW rF 010 Tnneheed SMS (.feel, 168 S.S. a 410 S.S.) P.T. Southem Pine (SG� 55) 11T I've, Aluminum, 5063-T5' 3/8' 0.050' Steel Stud, Gr. 33• 318' 0.0451' (is Ga.) Steel, A30' 3!8' SASS* #12 SMS (.Lest, 1088.3. a 4105.9.) P.T. Southom Pine (SO-.55) 9/18' 1315' Aluminum, 6053-TV I310' O.OB3' Steel Stud, Or. 33• 3/S' 0.050' Seel, A38' 3fW 0.050' ' MIN. OF 3THREADS BEVONDTHEMETAL SUBSTRATE.FOR STEEL STUDS, MIN Fu=45 KSI. 'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS 'A'=ANNEALED RrEMT STRENGTHENED T-TEMPERED 'PVB' .DOW PVB YGLAS YER 'SO'=.INTE LAYER GIAS INTERUYER OLA18TYIE914THR0UGH 17 MAY NOT BE USED WITH J.CHANNEL OR INTEGRAL • FIN FRAMES. WINDOW FRAMES MAY BE ANY OFTHOSE SHOWN BELOW: 9 FLANGE Box OR EQUAL LEG 0 J•CHANNEL INTEGRAL FIN ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED, COMMON EXAMPLES SHOWN. INSCRIBE THE SHAPE IN ABLOCK (SEE EXAMPLES BELOW), AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4.13. SHEETS 0-10. LONG LONG LONG SHORT SIDE '{ ♦' SIDE SIDE LONG LONG LONG LONG LONG O I SIDE SIDE "I )+ SIDE SIDE I 1�L_� 1� ,/� 1L. 11� ` �ti��HV LYNN Ml1� �h \,\CENSF •'•F•P ��ii ' No. 58705 e VINYL FIXED WINDOW NOA (LM&SM) 9l9/14 = i• 8 GLASSIANCHORSIFRAME OPTIONS J ROSOWSKI P'•,, y iSi W; ' MIN. OF 3 THREADS ® ; �6 i��•':....... OP,. BEYOND THE METAL CTECH TECHNOLOGY De /�.S`S/ONA7-��``�• -BSTRAW.FaR 1070 TECHNOLOGY DRIVE n$ '"rnllll\" STEEL STUDS, MIN N. VENICE, FL 34275 y, gQ4 qz A.LYNNMUER,P.E Fu=45 KSI. (041)-480-1600 'E PW-5520 , NTS S 20F 11 Sz MD-5520.0 P,El5ara5 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEGlBOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU. INSTALLATION SEE NOTE 2. THIS SHEET. OPTION 1 EMBEDMENT �— EMBEDMENT ANCHOREDTHROUGH -�i- EDGE DISTANCE 114'MA%. 114'MAX. SHIM SHIM FRAME INTO 2XW000 FRAME OR BUCK57RIP. —� 2 4 �--IEDGE SEE NOTE 2, THIS SHEET. EDGE Q a• DISTANCE EMBEDMENT DISTANCE 5 FLANGE FRAME SHOWN 2 O �1L1'MAX EDMENCHORTYPE, EMBEDMENTANO EDGE �I—I I'THICK I.O. L-1 TYP. ANCHOR TYPE, O EDGED DISTANCE EDGE DISTANCE PER SHIM DISTANCE PER TYP. ANCHOR TYPE, SUBSTRATE, SUBSTRATE, SEE 2, SHEET 2, 8 EMBEDMENTAND SEE TABLE 2, SHEET 2. EDGE DISTANCE PER SUBSTRATE.SEE �II��--- � II TABLE Q 5 TABLE 2. SHEET 2. • OO FLANGE (—JJIIII ( �J I 7180 THICK I.G I�� O . EXTERIOR f�SIBLE LIGHT.. 7 EQUAL- ' FRAME rl. LEGIBOX NOTES: SHOWN 7/B'THICK-I.G. V BUCK WIDTH FRAME OWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT HORIZONTAL SECTION A -A AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. OADE APPROVED MUWON, FOG COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES TABLE3 SHEET 2. PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 11w VISIBLE BUCK VISIBLE 'UGHT 1.112. THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF STEEL -+{ - 1/4'MAX SHIM HEIGHT UNIT IS INSTALLED DIRECTLVTO SUBSTRATE. W000), BUCKS DEPICTED AS 2X ARE 1-1R' THICKORHEET2 SEE GREATER. IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED TOPROPERLYTRANSFERLOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM 1-THICKI.G. BEADING TO BEADING. FLANGE O EQUAL LnPPmMna FRAME LEGIBOX SNOWN FRAME TYP. ANCHOR TYPE. Op�� .EXTERIOR SHOWN 0 0 EXTERIOR EMBEDMENTAND , EDGE DISTANCE PER 4 O SUBSTRATE, SEE INSTALLATION INSTALLATION EDuw . TABLE 2. SHEET 2. OPTION OPTION4 mmplylnB nBEb :FlorldS ul4mB of Lnte 5 21��YI ePmd4M BY L CRAME HORIDTHROUGH AF H AFRAME INTO METAL FRAME SHOWN �114'MAX. SHIM INTO METAL `QS1. ,: \,\CENSF''•, F.P �i INSTALLATION OPTION 2. ,••• •:1 '• ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. VERTICAL SECTION B-B • EMBEDMENT VISIBLE LIGHTFORMULAS WIDTH: BucK WIDTH-4an8• HEIGHT. BUCKHEIGHT-4-3M8' EDGE DISTANCE VINYL FIXED 4 d FLANGE 8 EQUAL-LEGIBOX CERT.OF AUTM. p2923B 1070 TECHNOLOGY ORNE u N. VENICE, FL 34275 p (941)-480-1800&PW-5520 WINDOW NOA (LM&SM) g 818114 FRAMES &m J ROSOWSKI no - NTS N 30F 11 MD-5520,0 pz° *;• No.58705 '* '• %.SS/•••••��\ , ,OTJAL IIIIII\\\aa ALYNNMRLFB, P.E P.E.06B705 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION 1!4' MAX.6HIM OPTION 0 INSTALLATION OPTION 5 ARCHOREDTHROUGH ANCHONEDTHROUGH EMBEDMENT .E.1FRAMEIIUCKST V00 ISEE NTEGRAL FIN INTO 2XWOOD r EMBED. O FwNOTE 2BTUHIIS SLEIET. FRAME OR GUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE fo EDGE PISTANCE DISTANCEHANNE 5On 1 BUCK VISIBLE HEIGHT LIGHT HEIGHT L-1M'MAX.SHIM TYP.ANCHORTYPE, EMBEDMENTAND TYP.ANCHORTYPE, EO..M.TANCEPER EMBEDMENT AND EDGE SUBSTRATE, SEE DISTANCE PER SUBSTRATE. TABLE 2. SHEET 2. SEE TABLE 3, SHEET2. (SCREW SHOWN) 6 (NAILSHOWN) 71VTHICKI.G. NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS ET LISTED ON TABLES 2 & 3, SHE2. EMB EDMENT BEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OP71ON SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. SHEET 2. ALL WOOD BUCKS LESS THAN 1.1fr THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE WOOD BUCKS DEPICTED AS 2XARE 1.10 THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO 1'THICKI.G. REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. EXTERIOR 3 U (FRAME �� SHOWN c INSTALLATION OPTION 5 ANCHOREOTHROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THISSHEET. EMBEDMENT VERTICAL SECTION D-D JZHANNELJ EXTERIOR FRAME vn_ SHOWN INSTALLATION OPTION (�-114, MAX. SHIM ANCHORED WOOD RBUC STRI �_ EDGEOISTANCE INTO 2X W000 FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 6 ' -- 718' THICK I.O. VISIBLE LIGHT WIDTH BUCK WIDTH HORIZONTAL SECTION C-C 114'MAX. SHIM MHO OR 012 STEL SABLESSEE 2 TABLES 2 & 3, SHEET2 FINTEGRALFIN TYP.ANCHORTYPE, EMBEDMENT FRAME SHOWN p o MVD EDGE DISTANCE PER SUSS7RATE. SEE TABLE 3, SHEET2. 6CREW SHOWN) INSTALLATION OPTION 7 INSTALLATION THROUGH THE INTEGRAL FIN, lw MAX SHIM INTO METAL, SEE TABLE 3, SHEET2. PEDGE D13TANCE 114' MAIL SHIM �� FIN AND/OR FLANGE MAY BEIwo REMOVED WFlELD E TX EWOR (� e fl G C7 INSTALLATION OPTION B INSTALLATION THROUGH THE FRAME, INTO METAL, SEE TABLE 2, SHEET 2. VINYL FIXED WINDOW NOA (LM&SM) J-CHANNEL & INTEGRAL FIN FRAMES Ia VISIBLE LIGHT FORMULAS WIDTH: BULK WIDTH-4J11G ® rc HEIOMT: GUCK HEIGHT•43H8' CERT.OF AUTH. tl2f)198 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1000 C PW-5520 4 OF 11 j0gj MD - EMBEDMENT I EMBEDMENT VTEGRAL TYP. ANCHORTYPE, FW EMSEDMENT ANDEDGE FRAME DI STANCE PER SUBSTRATE, SHOWN SEE TABLE 3, SHEET 2. (NAIL SHOWN) ' Al HLYNN 41,!lA2. * • N.. 58705 9f9114 $` : v. y . a J ROSOWSKI ALEALYNNMILLER PE. REA 58705 k.. 7I8'NOM. 5116" NA PVB 7116' AIR SPACE 1/6' A GLASS a EXTERIOR DURASEAL, SUPERSPACER OR CARDINAL SPACER GLASS TYPE 7 1'NOM. 7116' A/A PVB 7/16' AIR SPACE 1/8' T GLASS aEXTERIOR DURASEAL, SUPERSPACER OR CARDINAL SPACER GLASS TYPE 11 I•� 1'NOht -►I 7116'AJA SG I I 3/8' AIR SPACE 3116• T GLASS aEXTERIOR DURASEAL, SUPERSPACER OR CARDINAL SPACER GLASS TYPE 15 GfA21N0 NOTES: 'A'=ANNEALED 'fi' • HEAT STRENGTHENED 'To TEMPERED 'PVB' n.000' PVB '60' •.090' SENTRYGIAS -.{ WNOM. 5116" A/A PVB 7116' AIR SPACE 1/8' T_ GLASS aEXTERIOR DURASEAL, SUPERSPACER OR CARDINAL SPACER GLASS TYPE S I+- 1'NOM -�•I 7/16" AIA PVB I I 3/8" AIR SPACE 3/16' A GLASS G] ERIO DURASEAL, SUPERSPACER OR CARDINAL SPACER GLASS TYPE 12 1'NOM. 7/16' HUH SG 7/16' AIR SPACE 1/8' T GLASS aEXTERIOR DURASEAL, SUPERSPACER OR CARDINAL SPACER GLASS TYPE 16 IGLASSTYPESI4 TNROUGM 17 MAY NOT BE USED WITN J.CHANNELOR INTEGRAL FIN FRAMES 5116'6/APVB I I 316' AIR SPACE 3N 8• A GLASS aEXTERIOR DURASEAL, SUPERSPACER OR CARDINAL SPACER GLASS TYPE 9 �+- VNOM +I 7116" A1A PVB I I 3/8' AIR SPACE 3/16" T GLASS a EXTEfliOR DURASEAL, SUPERSPACER OR CARDINAL SPACER GLASS TYPE 13 VNOM. -�-{ 7116' LVH SG 3/8' AIR SPACE 3116• T GLASS C� aEXTERIOR DURASEAL, SUPERSPACER OR CARDINAL SPACER GLASS TYPE 17 5116"ALA PVB I I 318' AIR SPACE 3/1 B" T GLASS aEXTERIOR DURASEAL, SUPERSPACER • OR CARDINAL SPACER GLASS TYPE 10 7/16' A/A SG I I 3/8'AIRSPACE 3/16. A GLASS < `] EXTERIOR DURASEAL, SUPERSPACER OR CARDINAL SPACER GLASS TYPE 14 EXTERIOR a 1k'NOM..LAM ME TYP. TYP. GLAZING DETAIL LYNN 58705 EC �'�Illlllll",`, Stool Side On) 3f f qq F m � v � 5 f d: D O m m 9 O1 N t + e f V3 o go _d =� 'sg N o n y N o$$ 9 '+„ m°z �n n a= egs => a Sloot Side M) o 3g { 5 g d S w$$ cNO $ It 75 + $ G a b'oS$SAo$Lo5$a'S $S� a, 7iA$o t.m A S$$$ A A S�S n $ A$A$id'8 Gm n D p $,S$G � m � C D � � u CO-O AAAAAAAaA$$ It I W da,$$A $ $S, Cj moo _p yn ��aE bo$S$So �oF $ S o _ y� _ Amm m � fmiA �o Ele. O O KAH y0 H C aRR Z ��rr rrr rii� 1070 TECHNOLOGY DRIVE 34275 ��• • .....• • �s '� , 2 OX 1529 P.O.. BOX •5 NOKOMIS, FL 34274 %S Dm'�i = CER(. OF AUTH. P2�88 (941)490-1600 DOW NOA (LMBSM) 8 919/14 VINYL FD(�RE \.� DESIGN PRE TABLES A em JROSOWSKI '€ PW-5520 60F 11 az MD•5520.0 ; n+��o m Side (%) o m a f m a v £ zz zzz__ a o � o � u � � r e m O � V y r r� � r �g gg a% Short Side M1418 g�' m $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ u� -iDg m g$$g$B$is$$�i5$� r i+ir r ii� p>m � rzizzzzzzrr aa% IiCfi9is®$e�sesa C�a C D D ? S m m o Q s ro sg �fs��sss� • rm n w i JtL�i i9 C � � � '^ GE S � 4 � �z $$$� gym• o id q IN H A—r O�O Ei is �5n cy y o 6 % so i a% �o -� mo 1070 TECHNOLOGY DRIVE �p�m.: •, q�' N. P.O.BOX 1. FL 34275 = E i t :;�:�' �i '•. r4 �� . BOX 1529 =.p % c NOKOMIS. FL 34274 8 . =n a " N 5 z CERT OFA 7iH. A79296 (941}460-1600 :CI '9 VINYL FUCED WINDOW NOA (LM&SM) & 919114 O 3 y •. �' %��i[i''•• "�''��`� DESIGN PRESSURE TABLES B J ROSOWSKI PWS51.. NTS N 7OF11 of MD-5520.0 E e Shad snmi sloe QN 9 $,EH$m mKN2E r" � Iz-lz-lz-lz- ��o'+r'r�T r��m o � o o; � n a 9 a m m m a� xxo6a—+ P m _ xxx m � j CI � N r. w�Sa o �b c'o �z xt'i__� _ m a p `gym' �� r m ID o E c� SSwt SIOe Qn) P � n o9a »�a ofClo':H 3� a v E _ V P m� m � W w m + u � g � i G � R � w N• _ F e q__ lit _ _ O o� o m y x+ x+ Z* �Z -I-lz- - z z -�l Z- l tl IN Z* Z+ Z* Z+ 0 :tl:,l z N tz Z- Z+ z Z- - Z. + g- I Z� �z ill T- 11001; =o"> T T Amy o-o 1. K�O ��y m v m �H . F- S tiqn z 1 N ; F 1 m � o y a p2 O 00 Rev J Rev 2 Rev 1 �a�liuuq 1070TECHNOLOGY DRNE `. �Olid... -. yr•��' N. P.O.OX1, 2 34275 • r . BOX 1529 t _� •.-�•m �y��' ® NOKOMIS, FL 34274 >24 M i _ Z: O "' o• CERf.OFAlRM.97B288 (941 }480-1800 9 :z �s �-DESIGN VINYLFUCED WINDOW NOA (LMBSM) PRESSURE TABLES C 11JROSOWSIQ ER ``,`PWS520 N NTS " 80F 11 oz" MD-5520.0 TABLE 10. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 4Pp.,,dm PI14Bwllht)!. LONG y SIDE (+- LONG SIDE 1 plod Bu141 C� lL� }}de SHORE 1 D1Qro1 PePA.tl IN s1oE m, II SSI� E r- LONGSIDE DTI" I L SNORT LONG .n SIDE SIDE j ❑ m 3 e a,°D U0 HORT GLASS TYPES IL SUTGII ` ( N V S DE 1 CHANNEL Z LL tl FIN FRAMES. OR INTEGRAL N U N TABLE It: )G W Z 1 � Co n U) $j Op z o:z .. ¢ ❑ rn Z J LL O R ALLOWABLE 110,0.1 SPACING IF O❑ ANCHORGROUPS ANCHORING7MRQ_N THE FRAMEPERSNEET3 ® q, � E•°vs PDISMEET2 B,CORD Lx2' Z -_ W o )< a IL Z alll 'x°0 °W°5 f,� ��SLL1 y LYNN �oN........ M//! . �i NOTES: `� �� .: ' �>CENSE''•, F.p ' 1) BUCK DIMENSIONS SHOWN. = *' No. 58705 '* 2)FOR SIZES NOT SHOWN. ROUND UPTO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. _ •'. SIS Lu 3)FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FINDTHESMALLE9T SQUARE WINDOW SIZE IN :. 7.1 1 O'., STA EOF T!/� THE TABLES)ABOVE WHICH THE ARCHITECTURAL ��( •':RORIOP; •'G\�� WINDOW WILL COMPLETELY FR WRHW. ��SS/' ••• •`.� t �NA� 1„t• ALYNN MR1ER, PM RE.A 66TQS ' WlndowDesignPressure,(+/-psf) Iv Ohss qro 1Q 3/18° A Cep-Alrspece-7116' A/A wi91 SG WOIOaY Lonq 914� On) Dhn�mlPnS W.648 71 77 76 7B 80 eb % B9 82 98 99 32 f801.110 +Ba•1f0 +Ba-110 aBa-110 +Ba-1f0 f80f-110 aBa•110 +qa-110 +g01.110 +ea-110 fBa•110 +Ba-110 J4 iba-010 +Ba-010 +801.110 +Ba•110 aB01-110 f80f-110 iBa-110 +801.110 a8a�110 fBa-109.4 +Ba•10B.J +Ba•107.8 38 fba-110 +Ba-110 +801.11D a8a-1f0 a80/•109.6 fB0Af08.8 +80/-108.q +801.108.6 +ea•105.6 a801.104.7 fBa-103.6 f807-102.q 30 +ea•109.7 +Ba-108.9 a807.107.8 fBa•108.8 a801-106.6 iea-104.8 +80/•102.7 f80F102A f801.101A +BO1-100,6 f001.99A MO1.98.7 40 +ba-108.J +Ba•105.6 +Ba-104.4 +ea-10J.1 +Ba•101.9 +BO7.101 f80!-0e.t a80L94T +ba-07.7 +8g1.96.q +BOF9S.7 +801-96 42 aBa•1D3.3 +Ba-102.6 +fia-101.J +801.100.2 +001.90.8 +BOIA7.8 +8a54B +9a-96.8 +Ba•91.8 ae01-93.6 +60/-92.4 f80130.7 44 +8a-100,7 +Ba-09.B +6a-9B,8 +BOIA7.6 +Ba-96 +8aA6 +Ba•929 +BOI.926 +ba•81.b abo/-90,4 +8a•87.1 +ba-84.7 48 +801.9B.4 t8a-07.6 +Ba•98.2 ae0A86 +BO1.944 +ba-928 +Ba•9D.7 +801•848 +Ba-88.1 +BO/•86.8 +Ba4i7.1 +Ba-61.6 48 +BO!•947 +Ba-96.4 +eaa1.1 aB07-929 +Ba-91.2 +Ba-B42 +Ba-08 +Ba-07.8 +Ba-81.8 aBa-02.6 +Ba-00.2 +/•70.8 60 a8a•946 a9a-9x8 f801.922 +80l-00,9 +80f-09.T +b04BB.2 +Ba-044 +80/•B4.6 +0a-B2A a8a-9q.2 N-7i.6 =N� 6T aB0'•93 t8a•82 +BO!-90.6 +801-09,2 i8a-07.4 +Ba-044 +BOf•82J '+80f•B26 +Ba•BO.T +/-78 64_ +80/4)1.7 +b01-90.6 +BOI-041 a801-87.7 +Ba-06B +Ba4N.7 +b0/-01.J +Ba-0OA H•741 68 +801.948 +8a-09A fB0/-07.B +801-044 +801.84.4 +6a•Bx2 of-7BA N-7B.6 67 +BV•90 +Ba-0B.B aB01.87.2 +60/-04B +80/-Bx4 +Ba•82 +f-70.4 60 82 64 68 60 aml•87.2 +90f•B6 i8a-04 +801.826 +801-80.1 +7-746 MAN.O.CSPA[INGIFAN[HORIHG TNROUGN THEFMMEPEIISNEEIT34A MNL O.CSPAONGIFANOIO0.ING THROUGHINE INTEGMIFIN PERSNEETE +801-04.8 +801-838 +Ba-021 +00!-0OA +h7B +BOI.829 +8a•B2 +Ba-b0.1 +f•744 APPUFSTO B,CORO ANCHORS (SFE TABIE EI NDTAPPUUBLF +8a•81.1 +Ba•80.1 +f-7B,7 +/•T9,3 ff-7BA 13.2' 69.649 fl-77.7 ' Wlndaw Design Pressure,(+!-pef) LkeWSYNe IU Gsss 15 3118° T Cep -Airspace -7l16° fVA with SG T7Pe W41dox LalgSidbBn) OimbnslmA 7Z7e 78 81 83 BB B7 81 84 80 B9 104 107 111 38 aBIX•110 +Ba-110 +Ba-110 +BIX•110 +Ba-110 +801.110 +8a•110 a60!•110 +Bad10 +Ba-110 +Ba•110 +Ba-110 +80f-110 40 f6a-110 +Ba-110 +Ba•110 +BIX•110 f8a-110 +Ba•109.8 +Ba•103.6 +801.107.6 +Ba•108q +BIX•108.1 +BO/-104.8 +0a•104.1 +BO•-103.3 42 +Ba-11D +ea-10q.6 +Ba-108.8 +8a•107.8 +Ba-1047 +Ba•108.3 +8a•tOd.B +8a-109.3 +Ba•1032 +Bw•100.8 aBa•97.7 a8a-98.4 +6a�84.q 44 aBat07,3 +BIX-108.7 +Ba-105,7 +801.104.7 +Ba-1W.4 +8a-107 +Ba•101.4 +Ba•98.6 +Ba-98.7 +Ba•841 +Ba-q1.4 +Ba-80.3 a801.89.2 4B t8IX•102 +BIX•101.9 +Ba-100.3 +Ba-89.2 +�A7.3 +801-9&2 +BO'•B26 +8a-8D.4 +6a-09.2 +Ba•87.3 +Ba-q4.4 +BQ'-82.7 +Ba-00.6 60 +BIX•89.0 f8IX419.1 +BIX•98 +Ba•93B +Ba-93.8 +Ba•83.1 +BIX438.B +BIX•87.7 +8IX-00.2 +BIX-043 +Ba•81.1 al-78.9 +l•77 61 +BIX•948 aea-8B +Ba•B48 aBIX-8i8 +BaA28 i801.92 +BIX-08,7 +Ba-88.4 +BaA5 +8a-B2B +1-748 +1.77.7 +1.743 64 +BIX•9B1 aBIX+)5.3 +eIX•B4 +8a-821 +801-0&4 +ea-B46 +BIXaF.1 a8a-B27 a8a-01.1 +/-78.8 a1-76.3 +/•73.2 M-70.B � 68 aBIX$4 +BIX4i3.2 +BIX•81.8 +Ba-80.1 +Ba•87.2 +Ba•BB.3 +BOi-02B +Ba-80.2 +I.7B.0 +l-7&3 +(-726 M•70.6 68 +BIX•B1.4 +BO/-90.0 +8IX•B9 +Ba-07.6 +Ba415.1 +ea•84.2 +Btl-0O.8 +1.78 +1.743 H-73.B a1.70.2 rn B1 +Ba•87.8 a801.87 +Ba•85.9 +Ba•83.0 +Ba-01.2 +80h80.6 +1.77.3 +l•74.0 +1728 +1-70.4 H� +ea-efi.s +eaab.B +aa.Bze +BBr-Bt1 +rae.e +1.7e +!•7ae +1.729 dao.e B4 +BIX41A4 +BIX-03.6 +BIX-01.T +/-0O +f•77.6 +l-748 r/-73.6 +1.71.2 88 +BW-82.2 +Bad1.2 +1.78.4 +/-77.6 +1.76 +/-74.2 +1.71 88 •!0 M 74 70 U-00 +I.7$1 al-77R +/•76.4 +l-727 al•71.8 +!•7B +1.77.1 a/-76 +7.73.2 +l-70.6 MA%.O.C.SPAONGIF ANCHORING 1HROUGHTHEFMMEPEIISHEO5384 MAX.O.CSPACING IFANOIDRING THROWIITHE INTEGRALFIN PER SNEET4 +l•7B +1-76 +1.73 APPDFb TD4[O0.DAN[H00.S (SFETABLE TI Sx2• NOf APPDUBIE M•741 +f-73 +A71 +I.722 +!•71.1 77.78 N•70.6 0 vas �E o $yo ml9 mo m tit r� m o `5 o pZ yM m s Y m g� 2 0 00 �10 Z r m �09 T3 lepmm y Z Om m my � mo ma N1u illi�q 1070 TECHNOLOGY DRIVE N.VENICE,F934275 @e t : 5�'':lyo P.O. Box 1529 ��' o �•;<` NOKOMIS,FL34274 'S �i _y ;a m i;z oF.re7•oF nun+.reaxae (941)a&o-15oo n VINYL FIXED WINDOW NOA (LM&SM) d 9/9/14 O %�VN ••••....... � 8 DESIGN PRESSURE TABLES E � J ROSOWSKI � �"�x PW-5520' NTS . 10 OF 11 11 M-20.0 i SMtl 6ftle Cti) m m S $ 3 S ,eeQ�e�e�eegQseeeiee� ee�e�$e'g��eeQge�e� 'eg�ee��'e�eeeeee�$�m $eeeeeee'g'eege�eee'eg O 888 988 888 g Siro�t SlCe (In)�e_eee�moeee'ceeeooeeo0 e iT 6, -, O -r O FLANGE FRAME OINTEGRAL FIN FRAME 3bW' �f+ .Oar OEQUAL LEGIBOx FRAME —�{ L376• I-� Imo-I[jr .ow• OANCHOR COVER OTfB'BFAD O7'BFi10 N Palit q Description Material 62017 •c anne rame PVC 2 620118 Flange Frame PVC 3 820119 Integral Fin Frama PVC 4 62012D Equal Leg/BOX Frame PVC 5 620133 Anchor Coier PVC 6 720136 718• Glazing Bead PVC 7 '720135 1" Glazing Bead PVC 74 Backcedding, GE 7700 or Dow 701 Silicone 75 Cuanax Super Spacer nXr with Hot Melt Butyl Composite 76 Nuanax Duraseal Spacer Composite 71 lCardinal xi Edge Spacer Compoaite 78 71046N Setting Block (7/8' x 1" X 1119), 65 +/- 5 data. EPDM FRAME — ASSEMBLY DETAILS 7 pLla III""q LYNN M/�i VOZ ••,4 i EXTERIOR4 VINYL FIXED WINDOW NOA (LM&SM) g 9/9114 BOM & ASSEMBLY gal J ROSOWSKI - No.58705 ;;' W ' Q •. S A E O ! 4 � �� i'nCC �ORIOP:'G,\=� 1)SOME PARTS NOT 6XOWN FOR OLMITY. CERT.OF AUTH.02BIBa 1070 TECHNOLOGY DRIVE RL Y).4OHANNEL FRAME SHOWN, PARTS x,.OTHER FRAME TYPES APPLY. N. VENICE, FL 34275 I I I I 3) ITEMS N &73 ARE NOT USED AND ARE NOT PART OFTHIS APPROVAL. j PW-S52O ° NTS' 11 DF11 oe MD-5520.0 MILLER A. MILLER,PE N 4) ROYAL PVC TO BE LABELED FORAAMA EXTRUDER CODE �(941)-4BO-1600 a P.E15a/05