Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL3/s/20i7 Y' I r-�,i �.tl`xtr.'Y BCIS Home log In User Registration 1 Hot'ropi6 Florida Building Code Online Submit Surcharge Stats &Fads Publications `Na«gNo�".eaa nprs7.eyea mvurgxe, conetoer�j dbL,-%r a SCANNED _ {aProduct "a ;. BY��� St. Lucie Countv ` b PmtluR Approval Menu >,Prodd or Aool'ratlon seartM1.> Aooil<a[ion List > Application Detail p� p � � 2011 FL # FL261-R10 �Ij�R .. L 1 Application Type Revision PERtRlT-nNG code version 2014 St. Lucie County, FL Application Status I Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Comvnission if necessary. . Comments Archived UE t. Product Manufacturer PGf Industries t I P f- Address/Phone/Email ,. 1070 Technology Driv 0 North Venice, FL 3427 - (941) 486-0100 Ext 22318 dmark@pgtindustries.com Authorized Signature Jens Rosowski irosowsld@pgtindustiies.com Technical Representative Address/Phone/Emil a Quality Assurance Representative Address/Phone/Emil Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) 1 Equivalence of Prod ct Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 EM 21140 jmsowsld@pgtindustries.com Windows Mullions Certification Mark or Listing Miami -Dade BCCO - CER Miarri-Dade BCCO - VAL Standard TAS 201, 202, 203 TAS 202 Method 1 Option A 05/24/2016 05/25/2016 05/25/2016 Year 1994 1994 Summary of Products httm-/hwwwfloridabuildinq.orq/pr/pr_ app_d0.asp)oparar %&GEVXQwtDquaucolw GthiFAQLKHcHzVvhQNuOn3l9c%3d 1/2 319/20j7 . Florida Building Code Online PL ft Modr7, :member or Name Description 261.1 Mullions for All Doors and Windows AlurrinunyVinyl Mullions Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL261 R10 C CAC 16-0218.03.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Mian-f-Dade County Notice of Acceptance FL.61 R10 II 16-0219 03 udf (NOUN) for product perfomence information, and mullion clip Verified By: Miane-Dade BCCO - CER anchorage details. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Noxt Contact Us:: 2601 Blair Stone Road Tallahassee FL 32399 Phone' 850-487-1824 The State of Florida Is an AA/ES0 employer. Carl 2007-2013 State of Florida.:: privacy, Statement :: Accessibility Statement:: Refund Statement Under Florida law, en�all addresses are public records. If you do not want your a -mail address released in response to a pub le -records request, do not send electronic mall to this ntity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contest 850.487.1395.-Purammt to Section 455.275(1), Floolda statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if May have one. The emails provided may be used for offidal communication with the licensee. However email addresses are public record. If you do not Wsh to supply a personal add as, please provide the Department Mth an email address which can be made available to the public. To determine It you are a licensee 11 u has r Cha ate r 455, F.S., please dick here . Product Approval Accepts: tCYttV Credit Card Safe https•Jt w..floridabuilding.ug/pr/pr app_dd.asp)Opwa YvGEVXQMDquaucahw GthiFAQLKHcHzWhQNuOn3l9ca/o3d 212 �MIA�M I-D bIIAMI-DADE COUNTY (1011 W PRODUCT CONTROL SECTION' DEPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .mten,idade.govleeonomy 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 perfor[[t in the aecggptcd manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revokd, modify, or suspend the use of such product or material witltitt their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -•Dade County Product Control Sectiou 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 the Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29111, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product - Control Revision stamp tvitlt the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOAH 14-1105.01 and consists of this page 1 and evidence pages E-1 and . E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA Ne.16-0218.03 Expiration Date: May 26, 2021• . Approval Date: April 14 2016 Page I PGT Industries. Inc. I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOANo. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29111, with revision B dated 10/10/14, prepared by manufacturer, signed and scaled 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28111, and addendum letter dated 05105/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted un der NOA No. 10- 0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 511, Edition (2014), prepared by manufacturer, dated 01/29115, signed and, sealed by Anthony Lynn Miller, P.E. D. QUALIT ASSURANCE 1. Mi mi-Dade Department of Regulatory and Economic Resources (RER). E. MATE" CERTIFICATIONS 1. None. No[ a ez.ErminManue aCont 0P.03ProducN218 Expiration Date: May 26, 2621 Approval Date: April 14 2016 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMI NTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel(,", P.E. Product Contr miner NOA No.-0218.03 Expiration Date: May26,2021 Approval Date: April 142016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON4MPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE jj•• OPEMYG WIGl11fORVENIIC/A WILL�1 MULLIONS I / - 1 yGETI•yy AO.GH: _ -j GNEETSta SEE UETNLB 11. ATHmIy SHEETSxa I-_—_-- I—_- VEST. MULL LEHI TM �HGXIZ LRA L MULL LINWH -'6EEDErAE6 AD.T:k $11EFL9 RJ NOPVLNfA -- MULL uNOm ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULLTH 1 _-1 LEN2G�WEI HEIGHT \ H�EI[ d LENN r r �, iLL SINGLE MULLION SINCLEMULLION ', SEECORRES WGOETARS FROMFIGUPEI IABABOVE STANDARDS USED. -2014 FLORIDA BUILDING CODE (FBC), STH EDITION -ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2010 -AISFG100.0/52-2010 GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE W AOD91ON TOANY ANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION TYPICALAPPLICATIONSARESHOWN. EACH SITUATION IS UNIQUE AND SHOULDSE INSTALLER FORTHE BEST INSTALLATION METHOD.OPTIONAL IXOR2XWOOD SLICKS IF USED, GEHFAA NoTEs.r.._---_..—I EVALUATED BYAN EXPERIENCED MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARETO RE DESIGNED BY OTHERS. WSTRUCTIONS......_.._........ .....I _ 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS ELEVATIONS......- ................... MULLTo Tx&MA..................2 MULLTGTEO WSOWIY�.-.__2 A1101E41GBE TESTED AS NEED TO OF DIRECTLY ATTACHED'10 WE CUPS. SHALL NOT WSCRREOUGIDE SEDTM'DIx.N SHE � wIFROM THE CLIP. NOT HAVEAGAP OF MORE THAN 1/a•FROMTHE0.IP. PAVE MORE MULL TO MASNOTFS.___-.3 MIALTOMASONRY .................3 MULLTOSTEELSTUO._........... 3 THE METHODS SHOWN BEEN THE REQUIRED TO RESISTHA MULLTOMULL .............. ......._._.3 D3) ESIGNANCHORAGE SNOT USED LIM.WE 1CORRESS INCREASE WAS CULATTO STRESS DESIGN PRESSURE. MULUON.THARE CALCULATEDTI OEFLECTNOMORE THFORTHE ANCHORSPEGS....... .._..... _3 EVALUATION SCREWS. IN IRIS ANCHOR EVALUATION.THE 1.e LOAD DURATION FACTOR WAS USED FORTHE EVALWiION OF WOOD SCREWS. ALTFANATATECLIP9._.—.a BAYMULLIN ULLsP (;S__.......6 1 %2X.126 NULL SPECS....._6 0(PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF'Ol}IERSANOt58EY0N0 THE SCOPE OFTMESE t x2X.3TSMMUlLLSCS._-.,... INSTRUCTIONS 7 t %826x.315 MALL SPECS..._.. SPECS..-._S 1x&i26x 6)USE THE COMBINED WIDTH ORHEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETEMiWEPRESSURESAND 1X MLr vEC9....e 1SEEDETMtE ANCHORAGE FORTHE COMMON MULLION, SEE EXAMPLES ONTHIS SHEETANDSHEET24.MRMULTIPLE UNITS,CONSIDER 4 X.125UULSP 1X4XX61IIILI.SPEC5PFCS_.m IX4X.37b U EM0.L`ECS. ..11 ATHPUG. ONLY TWO ADJACENT UNITS ATATIMEW14M USING THE DESIGN PRESSUREAND ANCHORAGETABLES. THE LOWEST DESIGN IX MIALLL ECS._._ I SHEETS 1. PRESSURE OF MULTIPLE MULLIONSOR FENESTRATION PRODUCTS SHALL APPLY. X3.16T 2 115X3.109.Iw MULLSPEC5..1cq 3 WE SHT MERIT e)WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND IIPIOIHENEXT SRE SHOWN ON THETPBIE(S). 136%335XV4NULLSPEM_I4 L26X325X.624MIA5SPEM.I5 fpp HW ZwAt T)ANC/NOR EMBEDMENT TO BASE MATERIALSHALL BEBEYOND WALL ANCHORSING CO. WOOD 1.R6X984 %.&'4 WJLLSVEG3-..15 2 X 4 X.25 MULL SPEM............. IS tT SEE DETNL E, MILL SHALLBORSTU CORROSIONRESISTANT BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 xe X.25MUILSPECB..._._._. I2BX III XA26 MULL SPECS.. to WHETS AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT S x&u BAYMULLSPECS---15 II IIF�L--NOR¢ wuy tFrzTn —I R) REFERENCE; TEST REPORTS: FTL-6443, ELDO ULTRACONIAGGRSGATOR NONE 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND AREAPPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MUUAONSARE ONLY TO BE USEDWITH PGT.APPROVED FENESTRATION PRODUCTS HAVING CURRENTAPPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE NMH 11) QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHMEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA INSTRUCTIONS; 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LRSNP) FOR THE OPENING USING THE ASCE-T STANDARD. 2) CHOOSE AMULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RE13TANGULAR' OR'TRIANGULAWTRAPMIDAL•. MtSTEP L 1 . ) THE VALUE W THE NEXT COLUMN ANCHOR CAPACITY REQUIRED ILBS). THIS VALUE 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FWD REPRESENTS THE WINOLOADTRANSFERRED TO THE SUBSTRATE" THEANCHORS AND MUST BEMET TO ARNNTHEFULLMULLION CAPACf1Y. OPENIW WELTH pLVEPTICILNVLL 6) FROMTHE ANCHOR CAPACITY(LOS) TABLE ON THE SAME SHEET AND USING YOURACTUAL SUBSTRATECONDITION(MULTIPLE ANCHORGUBSTRATVANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN ANDVERIFYTHAT THE REQUIREDANCHOR WEMNGMTH fIX4VIDTIMMUL CAPACITY IS MET. MULTIPLE MULLIONS T) IF THE MULLION CAPACITY(LOSIFT'(OBTAINED IN THETABLE IS HIGHERTHAN THE DESIGN PRESSURE REQUIREMENT (LBWFT•)FORTHE OPENING, YOU MAY USE THE 'ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITYREQUIRED. WITH THIB VALUE ALOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FORTHE SAME SUBSTRATE B) VERIFY THE DESIGN PRESSURE RATING (WS/FP) FOR THE FENESTRATION PRODUCT TO BE USEDAND COMPARE WITH THE FINAL MULLION CAPACITY &EISIFTI) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF WE TWO SHALLAPPLY FOR THE ENTIREMULLED FENESTRATION PRODUCTASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLEVALUES USED IN ASPECIFIC APPLICATION WHEN USWGTHIS NOATO APPLYFORAPERMIT. ILL.,..-. ••Ll/ DNV LYNN No.5B705 6 :1 (1 FL P. 68105 DETAIL A' MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EIIHERTNE �' � I � 11N✓OPRD _ OFFSET (RILL a NSTPLLNSTAI BE II IFD SY TXIC MEIHW. ° ° EXTERIOR °° Almon SEE6HE1 91-DFplll LOCATIC L .36Y MMFM ALL W.10NC • SIDE VIEW FRONT VIEW DETAILS: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) MIN 23M Li �,•'••; CONWEIEORCMU' I SIDE VIEW °e mL. ` TYP. ANWIg1 —FEASUBSIS10 SEETP9LEG 03d08 BUCKSTWP PNO r .:... ! ATFAdpJENI E1.13£O. AIFIR• BYOIHER SEENpIE I,. JI_� •• 9NEET 1. IdW 2T N61(WNCRETEpi G91 •• FRONT VIEW INSTALLATION NOTES I)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. M4mI de rmhld III I C�Tl� IYNN M 21 QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEAREFORPICTORIAL REPRESENTATION THE •'uCENSE •' ONLY. BECAUSE THE ANCHOR CAPACITY 15 BASED PARTLY ON THEANCHORTO ANCHOR DISTANCE, CORRECT QUANTTTYAND LOCATION OFANCHORS MUST BE FOLLOWED, REFER TO THETABLES ON THE \:��ti; •- r: FOLLOWING SHEETS. FOR DETAILS A.D, EITHER THE STANDARD OR INTERIORa1P MAY BE USED. _ Np, 58705 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. S KI 1 � L1TY 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET& )(k.D[T �4�'•, S O 5)FORMASONRYAPPLICATIONSINMM4 DADECOUWY,USEONLYMI DADECOUNTYAPPROVFD ELCO 114• S.S. AGGREGATOR MABONRYANCHORS. - AGOILIOP '' �CiY`S/ONAL• ELCO ULTRACON OR A. C%NIMILLEI FL P.E.P 587 sr MUIVan Comity Toole Ottuninp WlDtN LIDtl816ta9NB001R51Gm101D(s)otOpanlnB WN Nelpllt(br]oAmltePpspa1551p BOF to mU9ore) WIn WN TOM INN 140h 1WN 1Y1T6Y PN161Tw labp 40II]Np. IaeOro !o]Mp ➢9p1nIM. ICNto NetlmpAOt Laare TM1NTAUIp. 1sOro P![IM01]l 1mM0 1f5P'Melq. wal, RMIM v IJeffry NPITAw LoOm P uNuoe ImdV P'OImO 1nW10 PMM1nptlx laemq 4AYMeIt0. NdINAII LaanaATI TMIV`ev RMm&Y T MO W. Mulpon $$ �'gOd111 �aa gdg ., p$� gd$&�d� Mp�1'•-WhIN11.p} 0ddd J'S d Jd fa 1 1d J$ QF 110.0 ON I10.0 135 ITIA IN I10.0 1I8 Ii00 NB 1]0.0 SOB 1TDA Po3 1T0.0 610 17DA I11B II00 NI 110.0 IND V0.0 631 MAT 1]01 ImA MI iRIA 1]01 1I0.0 611 111.E IN' 17OP 61I NN t]0.0 ]OB 1I00 621 IT0.0 650 1)AO SM 1m.0 W2 1I00 WO 1 .0 11]1 tlo.0 %1 101.5 11]0 1T0.0 OT1 1]0.0 1139 It0.0 BW IISB 1139 fi0.0 MD %A 1139 00.0 BW it" 1130 IIOA 600 Minis 110.0 NT 1i00 W DID AM IT" 01 I97.6 IOU it00 E61 10.5 I= 1M.0 no 1]0A MI 11A0 NI 117.6 1WR DID 756 97.9 No It00 TBB WA 100E IMO T% T]A HIM 1140 ]% SIF IMA IW VIA 912 161.3 DD INA Sol IMR 0% 161.T no 1MB WI 1625 IM 1074 W] NSD IM MO W IN.I ]IB 0A B% IIAD ]% "I %t IIDA T% 603 WI 14" NB WF 1.1.11 TO 161A I 0S IVA US MOd .11 IW.B 19 11&0 BW Si A! IMO 6W I0.1 1 ?U WA W 170.5 IN 011 1 570 OH IW OIA 674 WA NS BLS bIl N.1 TN .1.0 N ON 121A 6W 1W.0 570 KHA WO I11A 0T OA So NA WT M2 6W Sol 6IB 6T.T BBB 0➢ 01 US M 702 5N WA So M.6 01 N.6 BBB MO Sol W.1 6M TAB 01 5 WF IWD 60 M3A 51] W.! WI 00.1 611 TS.T Wi 0D WI 02 Wl iT.l IW OA Wl ]IA 4B OO WT WA NI 442 WT WA NB ]T.9 Sol BtT NI 31.1 W] 0.1 NI £y J ttN 61D 010 0A 10 0.0510 ].0 !L 10 6N0 1A 6 10 It. 45.1 SID W 413 40J 510 WO 10 ]A 610 458 N NA 50 IIA SW 3.5 50 KS ]% l TN M.1 60 T1.6 1W 6i.0 NB BI.I ]W IB.e IW 01.1 O> 111 N6 IB.e ']1B ]0.6 IW N.6 ]i] 01.t NB N,8 ]6e 20.E 10 ]I.T m NA 60 NJ 6W 35.] ]W 2 MF OA IN OA ]61 0.5 IDS WAS 03 IAB NS I0.0 YA 6A1 IN 11.1 %0 6ST 4, IS OS 321 W E0.1 351 0.5 10! ]IA NI Y2.B 341 20.1 IW US NO BON N.0 ]W 4A1 ND NA ]N ]M 265 20.0 ]N ]fA Rd0 M.1 W RSA TA N] ]2T 21I DI M0 ]L 'A] US 1IA N? 21A RW 14.9 R0 WM YI R6T OA bi RA1 'ID] N.B ]0 NA 2B1 2Z7 NB 21.5 2% N.1 NI 19.1 2" 7 19.3 ROT 14A 2% 10.9 DID I ION IBA IM 51 ] too 195 III 216 119 211 Hot IN 1 it @F 11 All ocarmilwyaDmilml stbw B.N SLOItlS 15kW.l H91w0W F.UAU PTN wow Bry-Ml]t¢ AneboT Clip Pwom. LWE146114. 111'Eko U... 9IYEk0 WIMm YIC EkO NOmm IIf EYOUAvtm IM'BB k. Ap9eGetP Wutlilw ut. "'I.SSEke ASSMNtM 4108ke1 so. WN 0123W 111-05) FI]BIM &mt11051 EqR III bV! i' 2-11Y ]-11]' 1' ]-IIY 1' blf! Y ]41C S O.N' 0.51' 0? EmYdomlm LL1' LYI' L33- I.Y4' S LIN,S."'. ' LW' IA14' LVl' Y 1Yd ISV 'eN6 R Atmhn 1.15'Mh O.C.18 POiel tlp W.1 IN IWb IWb Mo. 1&4W 210.b ilOb ]Il lle 9011b Nalo6 Nib 4421. WBb l ArcMn 1.15'MF 0.C/3knAe01VOF61 Clp(FF RT IW06 INKS WA WA WA WA WA WA WA WA WROx WSb 1120 Na 4AMMn®]'MIrtO C/UINIANb CI IIPO. ]T 2 NGMn®0lYt6n.CC1UNp h0.1]5'A1vn. {Fl31Y IWOs WA IWM WA 61 WA IMIM WA Iom WA MORE WA IWb WA 11BIm WA WOIW WA IBWIb WA 02b VA WSIM WA tl1 ll5b I AMM/F OO.6T IWb 195b NSb NSW BIIb I.R1 ]106 IBi IM ]]21M 41]Pe 100R6 WIIM 1W03 2Aatae 1.IYNF.O.C/F9 .6: ]lOW 150Oe WA WA WA WA WA WA WA WA ]Mb IIRW SW Nf VOTE: FORTHE OFFSET CLIP, USE THE SAME ANCHORPATTERN AND ANCHOR VALUES ASTHE STANDARD CUP. OCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE I: FIGORE2: • • • • 1111 FIGURE3: ANGLE CLIP MUST BE USED IN PAIRS FIGURE4: jjFIGUUjjRE& FIGURE 6. • • • FORMULATOOSTANTHE'ACHOR TABLENOTO' 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET M FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONALRESTRIOT]ONS SHOWN ON SHEETS 21.23 FIGURES SHOW SUGGESTED, ApPROXIMATE HOLE LOCATIONS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOM MIT (MU) SHALL CONFORM TO ASTM 09D. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITHAN SG 0FO.65. ALUMINUM SHALL BEW0 T6AND BEAMINIMUM OF.t2S THICK, STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04S THICK (18 GAUGE). STRUCTURALSTEELIOBELAT LEAST.126'7HICK AND AM. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADSBEYOND THE MATEWN. #10 9 012ANCHORS INTO WOOD MAY BESTEEL, I"S.S OR410 S.S. FROMTHE W9/2017 r '.- i BCIS Home Log In User Registration Hot Topim bpr a Product Approval p-. USER: Public user Florida Building Code Online �.a r- ''%�Ji,\' lml1 i. Submit 5urcharge 8(atS,g,F,afLt6lotcabons FBc Staff BCIS site Map Links Sea" BY St. Lucie Counfi/ RECE— ED Product Approval MenoMeno > ProtludS_Cor Aoollmtlon Search > Application List> Application Detail L FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emil Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By I Product Approval Method Date Subrl9tted Date Validated Date Pending FBC Approval Date Approved EAR 21 2017 FL239-R24 PERMITTING Revision St. Lucie County, FL 2014 Approved *Approved. by DBPR Approvals by DBPR shall be reviewed and ratified by the POC and/or the Cor rnission A necessary. c ' PGT Industries c� 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 dmark@pgtindustries.com ]ens Rosowski jmsowsld@pgtinduStries.com ]ens Rosowski 1070 Technology Drive Nokonus, FL 34275 (941) 486-0100 Ext 21140 jmsowsld@pgtlndustdes.com Windows Single Hung Certification Mark or Listing Miarn-Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 Method 1 Option A 08/22/2016 09/07/2016 09/08/2016 Year 1994 Summary of Products httos:/Amm.floridabuilding.org/pr/pr app_rid.aspx?parani=wGEVXQwtDquSlBu8CAEn-BE7OC31VX3PGaDA1SWyATjg%3d 1/3 3/9/2017 , I Florida Building Code Online I FL # I mot,-,,. !jmber or Name I Description 1239.1 I SH - 200 (Non -Impact) I Alurinum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0505,02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R24 IT 16-0505.02.odf (NOA) for product performance information, anchorage details, and Verified By: Miari-Dade BCCO - CER anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1239.2 1 SH - 500 (Large Missile Impact) I WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612 12b.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see Miarri-Dade County Notice of Acceptance FL239 R24 II 15-0612.121b.odf (NOA) for product performance information, anchorage details, and Verified By: Miard-Dade BCCO - CER anchor type, size, and spacing inforration. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1239.3 I SH - 600 (Non -Impact) I Aluminum Single Hung Window I Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R24 C CAC 16-0714.05.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure:,N/A Installation Instructions Other: Please see Miarml-Dade County Notice of Acceptance FL239 R24 II 16-0714.05.pdf (NOA) for product performance information, anchorage details, and Verified By: Miami -Dade BCCO - CER anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1239.4 I SH - 700 (Large Missile Impact) I Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714,06.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R24 II 16-0714.06.odf (NOA) for product performance information, anchorage details, and Verified By: Miami -Dade BCCO - CER anchor type, size, and spacing infomation. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1239.5 I SH - 800 (large Missile Impact) I Mufti -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R24 C CAC 16-0714.0l,odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2022 Design Pressure:. N/A Installation Instructions Other: Please see Mlari-Dade County Notice of Acceptance FL239 R24 II 16-0714,01.odf (NOA) for product performance information, anchorage details, and Verified By: Miami -Dade BCCO - CER anchor type, size, and spacing infonmtion. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1239.6 1 SH - 800 (Small Missile Irtpact) I Multi -Story Aluminum Single Hung Window I Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes F1239 R24 C CAC 16-0714.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miarri-Dade County Notice of Acceptance FL239 R24 II 16-0714 02.odf (NOA) for product performance information, anchorage details, and Verified By: Miami -Dade BCCO - CER anchor type, size, and spacing infonration. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 SH-3000 (Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612 11 LMt odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure:IN/A Installation Instructions Other: Please see Mlarri-Dade County Notice of Acceptance FL239 R24 II 15-0612 11 LMl.odf (NOA) for product performance information, anchorage details, and Verified By: Miam-Dade BCCO - CER htlns://www0oridabuildinq.orq/pr/pr app_dd.asp)Opar vvGEVXQwtDquSIBuSCAEmBE7OC3NX3PGaDA1SWyATjg%3d 213 3/9/201 i Florida Building Code Online anchor type, size, and spacing I,e "ation. Created by Indepent'I 'hind Party: Evaluation Reports Created by Independent Third Party: 239.8 SH-3000 (Snail Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Certification Agency Certificate FL239 R24 C CAC 15-0612.10 SMI.Ddf Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance Installation Instructions FL239 R24 II 15-0612.10 SMI.Ddf (NOA) for product performance Infomation, anchorage details, and anchor type, size, and spacing Infomation. Verged By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 239.9 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Approved for useinHVHZ: Yes Approved for useioutside HVHZ: Yes Certification Agency Certificate FL239 R24 C LAC 16-0714 04 odf Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure:'N/A 07/30/2020 Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R24 II 16-0714.04.Ddf (NOA) for product performance information, anchorage details, and Verified By: Miami -Dade BCCO - CER anchor type, size, and spacing infomation. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Vinyl Single Hung Window 39.111 SH-5500 (Large Missile Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Certification Agency Certificate FL239 R24 C CAC 16 0714 03 odf Quality Assurance Contract Expiration Date Impact Resistant: Yes 07/30/2020 Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance Installation Instructions FL239 R24 II 16-0714.03.Ddf (NOA) for product performance Information, anchorage details, and anchor type, size, and spacing information. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: eaok Next Contact Us :: 26D1 Bla lr Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Fiords Is an AA/EEO employer. Copyright 2007-2013 State of Flodtla.:: privacy Statement :: Accessibility Statement:; Refund Statement Under Florida law, email addresses are public records. If you do not rant your e-mail address released In response to a publio-records request, do not send electronic mail to this entity. Instead, contact Me office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department With an email address if they have one. The smalls provided may be used for offidal communication vdth Me licensee. Hoxever email addresses are public record. If you do not Wsh to supply a personal address, please provide the Department vdth an email address WMI& can be made available to the public To determine If you are a licensee under Chapter455, F.S., please dick here . Product Approval Accepts: W RR M securivilit �tiICS' httDsL'hww.floridabLfilding.org/pr/pr app_od.aspx?parar vvGEVXQwtDquSIBuBCAEmBE7OC3NX3PGaDA1SWyATjg%3d 3/3 AND ECONOMIC RESOURCES (RER) LION DIVISION OF PGT Industries, Inc: 1070 Technology Drive North Venice, FL 34275 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 . wwrv.m is midad e.gnv/economv 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, odify, 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 prod ct 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 Nigh Velocity Hurricane Zone. DESCRIPTION: Series 115400" PVC Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05115115, with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION ofthis NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0519.06 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0714.04 Expiration Date: July 30, 2020 Q f' 2 `'� Approval Date: August 18, 2016 rJt( j Page I PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.06) 2. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05115115, with revision A dated 05105116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 alongwith marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseato spacer system, Super Spacer® NXTTM spacer system and XL EdgeTm spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTIr8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-�/964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5` Edition (2014), dated 05115115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel Per , P.E. Product Control xa iner NOA No. 1 14.04 Expiration Date: July 30, 20Z0 Approval Date: August 18, 2016 E-1 E. MATERIAL CERTIFICATIONS (coNTiNuED) 1. 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/I8. 2. 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 04116115, expiring on 04/16/20. 3. 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. 1. Statei ent letter of conformance, complying with FBC -2010 and FBC-51" Edition (2014), dated May 1S, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underprevious NOA No. 1S-0S19.06) 2. Statement letter of no financial interest, dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.06) 3. Proposal issued by Product Control, dated 6126/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under previous NOA No.15-0519.06) 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notic - of Acceptance No. 15-0519.06, issued to PGT Industries for their Series "5400" PVC Single Hung Window -N.I." approved on 07/30/15 and expiring on 07/30(20. Manuel Perm�r, E. Product Control Elam' er NOA No. 16- 4.04 Expiration Date: July 30, 2020 Approval Date: August 18, 2016 E-2 AAMPLE MR �28-1/S'MAX.O.C. EX \ RADIUS -TOP 1F htpX, FROM HEAOF RM FORAL FRAME SEAM B,SEE N'MDOWTYPES) SHEETS �N � A SEE B.SEE 3XMA(.O.C. "+-12'MA)L SHEET31 SHEETS A. — l _ -_ 1� fi A.T3 SEE EQUALLY 17-WW MAX. O.C. SPACED EQUALLY TARUEANCHORS PER ANCHGRSPFR_—I_ TABLESB&] SUCK TABLESB &> O I 7 B SPACED -----T- MAX. X f0'bW(. O.C. HEIGHT EQUALLY 5PACED ANCHORS PER / TABLES B &T OPSAl6&L 52.1M' MAX. BUCK WIDTH — Ir MPX FIXED / VISIBLE / LIGHT HEIGHT O X Q SASH EQUALLY VISIBLE SPACED ANCHORS PER LIGHT TABLES B&7 / HEIGHT - 12" B, GEIS SHEET3 T A" 17.7/B' MAX. O.C. SHEETS EQUALLY 81.T6' SPACED — MAK ANCHORSFER BULK TMLESB&i —r HEIGHT EQUALLY SPACED ANCHORS PER TMIES6&T n '-1 MCHORAGEEXAMPLE DE FORARCH-TOP VARHEADER(SIM.FORALL'MAX.FROMRAME SEAM D. SEE SHEET4 �- SD'MA%.O.C.12'MAX. C,SEE SHEET4 { -- / 1r MAX. / 17-71W LMAX O.C. O 62' MAX. 10'MAX.IO.C. BUCK X /1 J-� HEIGHT I / I 1Y3/4'MAK O.C. _. SEE SHEETS 1" B&8 rneasonelwnnn •m��V••.•+,.,.� FR REINFORCEMENT NOT RATED FOR "'SHEETS 17 IMPACT RESISTMCE 52-VB'MAX.BUCKWIDTH �J {� SEE SHEETS r 1-0/T 989 y I D x D_ JWMA)(. _NOTCH DETAWS, 0�'1 52.1R'MAX. BULK WIDTH j�-�STCHj NOl`CH UAC ETARS, 62-i/B'MAX. BUCK WIDTH j�-'`NOTCH DETAILS. LGHTWIDTH 6HEET3 SHEETS ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH I SHOWN WITH EQUAL -CITE CONFIGURATION SHOWN WITH ORIELJPROVIEW CONFIGURATION FORCUSTOMCOTTAGE CONFIWRATION UPTO ANCHOREI 75'HEIGHTSEETABLES667 (SIMILARANCHORDIh GENERAL NOTES: SERIES 5400 NON -IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.......................-1 1)THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLYWITH THE REQUIREMENTS OF THE FLORIDABUILDINGCODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................1 FRAME, GLA558 ANCHOR 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEEDS REGIONS. ONLY MOOJI43ADE COUNTYAPPROVED MASONRYANCHORS. MATERIALS FORANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 OPTIONS.FLAN-....-......._.2 MLTY 3) FOR MASONRYAPPLICATIONS IN MMDADE COUNTY. USE CONCRETE MASONRY UNITS AND CONCRETE WITH WN."I PER ANCHOR TYPE. AS INSTALLATION, FLANGE & .............. DEPICTED A52XME1-1/2'THICK OR GREATER. IX AID 2X BUCKS WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADSTO THE STRUCTURE. MOD BUCK DESIGN INSTALLATION. INTEGRAL FIN & J-CHANNEL...................... 4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR)OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFlGENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS GLAZING DETAILS.......................5 DESIGN PRESSURES.... 6.7 SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. .........vem..c euc RFll ,DID AT FAQH ANCHOR LOCATION WHERETHE PRODUCT IS NOT FLUSH TOTHE SUBSTRATE. USE SHIMS CAPABLE OFTRANSFERRINGAPPUED LOADS. ... _....... ANCHORQUANTMES_....... ...-. B,p NEGATIVE TO PRESSURE. 11) APPLICABLE EGRESS REQUIREMENTS TO BE REWEWEO BY BUILDING OFFICIAL. USER INSTRUCTIONS: ij DETERMINE THESDESPECInC.W OWMENNGSDESIONPRESSURE REQUIREMEMFROMARCET. ^`•T,•.' t�a r,B/US 2)DETERMIMTHE MOST SUITABLE ANCHOR GROUP FROM TABLES2 OR 3ACCORDING TOTHE INSTALLATION CONDITIONS. 3) KNOWING YOUR GV M OPTION (TABLE I), WINDOWCONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN _ - PRESSURE FROM TABLES 4OR5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FORTHE WINDOW ,.� OPENING OBTAINED IN STEP I. 4) DETERMINE THE ANCHOR GUAM" FROM TABLES 6 OR 7. VERIFYTREANCHORISUBSTRATE WILL MEET REQUIREMENTS 6N;Fp :f- FOR YOUR OPENING'S COMMON FROM TABLES 2 OR 3, AND THAT ALLMW. REQUIREMENTS FROM THIS SHEETSETARE MET. 5) INSTALL AS PER SHEET 3 FOR THRUfRAME INSTALLATION OR SHEET4 FOR INTEGRALPN INSTALLATON. NOTE:DESIGN PRESSURE RATING DETERMINATION ISTHE SAME PROCESS FOR ALL FRAME TYPES(J CHANNEL, FLANGE, A. LYNNfAILLER P.E. INTEGRAL FIN OR EQUAL LEGIBOX). P.E p 58705 •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MMUAL ADM-2010 ® JR ReHae DeaPI GE 1070 TECHNOLOGY BRIBE N. MICE. P. M275 (941)-480-1600 PIN: SIN 94.I CART. OF AUTH. #29296 05/05/16 1 A) ADDED SPACERS Be - BUCK HEIGHT AS SHOWN (91.7W MA%J -1 Y 1-SEESU3 NOTCHI SHEET4 1'R000Cf I1RWS6D mmNPaBaiWmSFimif& AURMmp (b& noPlmw1m16.O 1 .04- -- E . Dm 72D2NJ Dy M1U31i. I Cm AL NOTES & ELEVATION J ROSOWSKI PoM: HUNG WINDOW INSTALLATION - NI 05/15/15 SNT 911a4D 1717 NP. Rm �400 NTS 1 OF 12 MD-SH5400-01 A TRtll.e l: Glae3 Typo eLLunnom auw ,..co Descriptionon NSretl from Exterior to Interior) Description Desl Pressure Te bleg SheetN 1 3/4 118"A Exterior Cap+1/2"Air Space+ JIB' A Exterior Cap 4 8 2 314"LG.:118°TExterior Cap +lizRr Space 41/8"TExterior Cap 4,5 8,7 3 314"LG33/18"A Exterior Cap +3/8"Alr Space+3/1B' A Exterior Cap 4,5 8,7 4 314°LG.:3115"TExtedor Cap+3/8'AVSpace+3116"TExlenar Cep 4,5 S. Anchor I SubsUato F 910 Trlsshead SMS (steel, IBB S.S. w41DS.S.) Aluminum, GOES Sled Stud. Gr. Steel, A3W #12 EMS (steel, 18.8 S.S. ar41DS.S.) P.T. Southern Plrle Aluminum, fi003 Steel Stud, Gr. Steel. A3V GLAZING NOTES: 'A°=ANNEALED T=TEMPERED • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.FOR STEELSTUDS. MIN. Fu45KSl& MIN. F1413 M. 'UNGROUTEDCMU- VALUES MAY BE USEDFORGROUTED CMU APPLICATIONS. Fmme Typea (see Flg B) Wau Options (see Table 1) Frame ConOg& (sea Flg A) Frame Shapes (wa Flg C) Innlallation Option. Net may be Used Flange (q2) 1-4 Equal4Jie, Odeagew Cott & Cdlega Squem/R.CI., Amh-Top& Radus-Tap Through the trema oflhe WW"..........Ihmugh ....Into 21(Waad Frame/Suckstdp -sheet 3, option t ....Into ConcretelCMU-shost 3, option Ix BuckeMp into Cancrale(CMU- sheet 3, option „-,Into Mete) -sheaf 3, option 4 Bart Equal -Leg (94) 1-4 Equate, Odd/Pdaw m &Collage SquarelRecl., Arch-TopB RedusTDp 7b.,h No 6a a of NavMdow..........tNaugh ....Into 2x Wand Fmme/Buckship-sheel3, option I ....Into Ooanete( MU -sheet 3, option ix Buckstdp Into UncretaIGMU-0-13, option ....inm Meld-sheal3, oWan4 J-Chsnnel (01) 1-4 Equal -Ufa, OdeUPmdaw &College Squara/Rect., Amh-Tap& Radua Tap Througblha Intagml en...... Through tha home of the Mndow..........Into ._iot.a Wcod Fmm /Buck.Dip.sheM4,opUon5 ....Into Meld - sheet 4, option ....Into ?K Wood FremdBucksDip- sheet 4, opllan8 Metal-sheel4, opt an 8 Imepml Fln 1.4 Eque e, OaeBPmdew It Catlege SquetelRat.. Amb-Top & Radius TOP Through No intag� In...... ....into VWood Fro, lBUGltabip-sheet 4, opilon5 ....Into Meld-aheal4, option T Thtwgh the harm M the wlndow..........In,. Inla 2x Wood FmmdBucksMP..heel 4, opton 0 Metal -.heal 4, option 8 A EOUALIRE ORIEL COTTAGE _. r x xM � x 1 � 1i 1 � RECTANGULAR RADNS-TOP ARCH-T H FIh11FF © I O I' _ 11 I, T MI.. Edge Min. WINDOW SHAPES AS ABOVE OR SIMILAPARAREAPPROVED.S o,n... Dlstanne Embedment' BE USED BY INSCRIBING THE SHAPE IN ABLOGKAND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SI2E FROM 318' 2-7116- THETABLESONSHEEFS&R. , 1SIX 2-7118' 1/Ylaw\ J 3/8° 0.0451' (18 Ga.) I ". 3/1' 0.050' 'H THREEADSADS BEYOND lei THEMETAL 3I8' 0.083" SUBSTRATE. FOR ll 31B' 0.050° STEEL F.-45SMDS.e& i� 1N. TECHNOLOGY WINE 275 MIN. Fr33 KSI6 - N. VENICE F. J4275 3tB' 0.050' MIN. FY+33 K51. (g41)-480-160D 'A.tVNNiMUUWR .E` P.E.CSPOS GIRT. OF AUIH. B29288 PRDDUcrula 1BB0 plYinawiNNe 61oR& uuldnt' nm 14.0 14.0�-, Aa:ep .Nu �JDLD EnTiMbn Dale pots RM.bn: By Mimni Mel'mdml' ng Data RM.En, ANCHORS/FRAME OPTIONS J ROSOWSKI PoM1: HUNG WINDOW INSTALLATION - NI 05/15/15 Seal.: ShwE Oroslnp Na Ii.a A00 NTS 2 OF 12 MD-SH5400-01 A INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION T EDGE DISTANCE ANCHOREDTHROUGH EMBEDMENT FRAME1WO1 WOOD FRAME OR BLI 1I1. ME NOTE 2. THIS SHEET. O EMBEDMENT EDGE DISTANCE FLANGE FRAME (I SHOWN I BUCK HEIGHT FIXED VISIBLE LIGHT HEIGHT EXTERIOR a EOUAL.LEGIBOX FRAME SHOWN VERTICAL SECTION B-B V4-. TYP. ANCHOR TYPE. -SHIM EMBEDMENTAND TYRMOHORTWP EDGE EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, SEE TABLE 3. SHEET 2. SEE TABLE 2, SHEET 2. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEILMU. Imo-- 1t4'MA%SHIM 20�LIFT. TOP FLANGE I LIFT RAILAIL FRAME 11' FO0.ALLWINDOWS: NOTES: SHOWN I MICHOR@3.55' 1)USEONLY n FROM END AND AT SUBSTRATE APPROPRIATE CENTER ANCHORSUSTEDONTABLE2. FOR WINDOWS SHEET2. FOLLOWEMBEOMENTAND OVER 38'WIDE: EDGE DISTANCE MMITS.AMY ADD ADDITIONAL INSTALLATION OPTION SHOWN MAY SCREWS®1SS10' BE USED ON ANY SIDE OF THE FROM END. WINDOW. FOR WINDOWS WITH BOTTOM LOCKS: 2)MASONRY ANCHORB MAY BE ADDADDRIONAL USED INTO WOOD AS PER TABLE 2. SCREWSQ8w SHEET2. ALL WOOD BUCKS LESS FROM ENO. THAN I.10 THICKARETO BE CONSIDERED IX INSTALWTIONS. IX WOOD BUCKS ME OPTIONAL IF UNR IS INSTALLED DIRECRYTO SUBSTRATE.WOODSUCKS DEPICTED AS 2XARE WN'THICK USEETTHER OR GREATER. IX AND 2X BUCKS LATCH OR (WHEN USED) SHALL BE DESIGNED BOTTOM LOCK TO PROPERLY TRANSFER LOADS TO TESTEDUNR WE STRUCTURE. MOD BUCK LOCATION: S5/B' DESIGNANDINSTALLAUONISTHE FROM SASH END. RESPONSIBILRY OF THE ENGINEER OR ARCHITECT OF RECORD. 1/4- MAIL SPIN FLANGE FRAME SHOWN EXTERIOR FIXED WSIBLIE LIGHT WIDTH INSTALLATION OPTION 3 ANCHOREOTHROUGHFRAMEMIDIX BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2. THIS SHEET. EMBEDMENT 1/4-MAXSHIM --� r- - 11 EDGE _ DISTANCE BUCK WIDTH HORIZONTAL SECTION A -A FBC 110OR112 STEEL SELF -DRILLING - BUS (GB),SEE TABLE 2, SHEET2. EXTERIOR 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION V (ALSOREFERREDTOASDAYMGNT OPTION OPENING) IS MEAGUREDFROM ANCHORED THROUGH BEADINGTO BEADING. WO METAL NOMICHORS REQUIRED IN VISIBLE LIGHT FORMULAS PLANGEORAL EOU-LEG WIDT H FRAMESILLS @SAM:SUCKWIDTH-&1W ® FIXED LITE: BUCK WIDTH-4-NV HEIGHT(EOUAL-LITE) T/! BUCK HEIGH-3.1M16- FRAME I ',1 l C(• - �6 �. (+I Sri T IWO TECHNOIDGY DINE N. VENICE. R M275 (941)-4Bo-1800 p1VRNMILLRp'. P.E CERT. OF AUNT.#29299 EQUAL MIM1kVS1EEL FRAMING OR STEEL SWD :RATE PROPERTIES TABLE 2. SHEET 2. TYP. ANCHOR ' DISTANCE EDGE EUBSTRA DISTANCE SEETABL A-4 SHEET2. YHODUCTMVWm FImiA ulpllingavi B IJN6� Axcrlmm No I(o•O 14 •�ZD 6pxM Dds lly kf i Y�aN:ctCortV•t '�'/ FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI Dlle: D k: SINGLE HUNG WINDOW INSTALLATION -NI 05/15/15 SbH. SH�5400 BNTS 31OF 12 MD-SH540- R4A INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 WOOD FRAME OR BUCKSTRIP. SE ANC INTOMWOUGHINIEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT 2%WOO NOTE2.ORBUCKSTWP. SEE INT0.SEE NOTE I+EDGE DISTANCE ANCHORED TNROUGHINTEGAAL I-- EMBEDMENT � N0TE 2, THISSNEEL BUCKSTRIP. BEE NOTE 2, THIS SHEET. FIN INTO 2X WOOD FRAME OR O 1/4' MAX SHIM 114' MAX SHIM BUCK. STRIP. SEE NOTE 2, THIS EDGE DISTANCE 18 SHEET. - TYP.ANCHORTYPE, SASH VISIBLE I� 17 J.CHANNEL EMBEDMENT AND EDGE 18 UGHTWIDTH 12 E. FRAME 1 DISTANCE PER TABLE 2, ET 2. SHOWN 1 SEE T(SCE2, SHOWN) -T (SCREW SHOWN) 44 BALANCE EMBEDMENT TYPE VARIES T114-MAXSHIM 42 WRH SASHTYPIA., —EDGE WEIGHT 64 - 3D 1 EMBED ENTANPE, DISTANCE D ENIBEOMENTANDEDGE 31 DISTANCE 3.SHEESTRATE,SEE L_ LL11��N.JJ a (NNLSHLEJ. SHEET 2. EXTERIOR TYP.AEMBED ENTANPE, 18 (NNLSHOWN) n 8T INTEGRAL EMBEOME CE PER SUBDGE FD(ED VI BIBLE V 3 FiWAE SFIN IEETASLE3.SHEET2. 19 NT W FRIED 20 0F.� LIGHT GASH TOP 1 LIGIDTH SHOWN (NAIL SHOWN) VISIBLE HEIGHT FANCHOR NOOWS: NOTES: 9HOWN HEIGHT BUCK WIDTH 1 ANCHOR @ 3.5S 48 CENT ENDANDAT i)USEONLY. HORIZONTAL SECTION C-C 21 CENTER SUBSTRATE -APPROPRIATE n . m FOR WINDOWS ANCHORS LISTEO ONTABLE5283 OF SHEEi2 FOLLOW EMBEDMENT DARE APPROVED MULLION, MC COMPLIANT ALUMWUMISIEELFRAMING OR STEEL STUD. BUCH HEIGHT 50 B5 30 EXTERIOR r OPT. B6 (2)1° 81 31 NTERIOR WEEP NOTCHES AT S0 EACH ENO. 7 INTEGRAL FM _ FRAME BHO IN $TXI2 WEEPHOLE 38 W/COVER@2.BT' FROM EACH END. TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. �y (SCREW SHOWN) INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FW INTO M WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET. 0WIOE. DDADD AND EDGE DISTANCE UNITS. ANY 4& 47 SCREWS@I"W INSTALLATIONOPTIONSHOWNMAY BEUSEDONANYSIDEOFTHE 35 FROM END. FORWINDOWSWRH WINDOW. J BOTTOM LOCKS: ADDADDITIONALUSED 2)MASONRYANCHORSMAYBE SCREWS@8G/8° IWO WOOD AS PERTABLE2, FROM END. SHEET2.ALLWOOODUCK6LESS T/1NJ112,1MICKARET0 BE 1XI WNS. RJEOPT 1X WOOD BUCKSARE OPTIONAL IF IXWOODBU UNIT IS INSTALLED DIRECRYTO USE EITHER SUBSTRATE. WOOD BUCKS LATCH (SHOWN) DEPICTED AS 2X ARE 1-UTTHICK OR BOTTOM OR GREATER. IX AND M BUCKS LOCK (SHEET 3). LOCKS (SHEET (WHEN USED) SHALL BE DESIGNED 15 93 TESTEDLOCATION:IT TO PROPERLY TRANSFER LOADS TOTHESTRUCTURE,WOODBUCK FROMSASH ENO. DESIGN AND INSTALLATION ISTHE NESPONSIBILTTY OFTHE ENGINEER NOANCHORS OR ARCHITECT OF RECORD. REQUIRED IN FRAME SILLS IF ANCHORING 3) VISIBLE LIGHT WIDTH 0R HEIGHT THROUGH FRAME. (ALSO REFERRED TOM DAYLIGHT OPENING) IS MEASURED FROM 1/4°MAX BEADING TO BEADING. VERTICAL SECTION D-D VISIBLE LIGHT FORMULAS NOW @SASH: BUCK WIDTH-0/2' @ FWEO LTE: BUCK WIDTH-43/B' HEIGHTLEOUAL-LTE) BUCKHEIGHTR-3-1516' #100R 012 STEEL 1/4-MAX. -SELF-DRILLING—SHIM INTEGRAL FlN c' FN11 AMESHOWN Lam= INSTALLATION OPTION 7 ANCHOREOTHROUGH INTEGRAL FIN INTO METAL SHEE\T2. ram- R FIN ANDIOR FLANGE REMOVED INFIELD LLLJYYjuu� LJ-\/ EXTERIOR INSTALLATION OPTION S V ANCHORED THROUGH FRAME INTO METAL (INTEGRAL FINIFLM'GE REMOVED) 1070 TECHNOLOGY DRIVE N. MICE, R 34275 (941)-480—I600 CERT. OF ARM. 129296 PBODUCTREVISSO - memLALaog:NWWaFlmian Exna�cam 16.04,0 M0wmm1P _ J-CHANNEL &INTEGRAL FIN FRAMES I J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - NI 1 05115/15 1 4OF12 Fit 314'NOM. -I 31C NOM. +I 314' NOM. -�I 34' NOM. I�- 1/B' A_ GLASS 118' T GLASS 3/16' A GLASS 3116' T GLASS — 'AIR SPACE "AIRSPACE— 3/8AIR SPACE 3/8' AIR SPACE- 1/�6O1/�1E �1I1@�R m �MFAOR m. aE%R aE ROR GLASS TYPE 1 12 NOM.O S BITE TW. GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 *EMRIORu� ]5 atpmtvo l6-ORewaeJ W IMIc.PI tMv9. Mwni a4e lhp24.1 TYP. GLAZING DETAIL Reweee W. wte Rew>fNI u.. lhawn By: MaetlP6on: GLAZING DETAILS J ROSOWSKI 6 1 It 1070 TEMNOI DRME ROv: 0oM' '+ N. VETICE, M M275 SINGLE HUNG WINDOW INSTALLATION - NI 05/15I15 'A'=ANNEA u •..i.. .y. (941)-490-1600 . 6ertef/Ma4eF sNw SMet dvsinp Na Rer. T=TEMPERED °�.w,i,4 -o� E@IPIE. OER7 OF A . 29296 SH-54O0 NTS 5 OF 12 MNI-15400-01 A �'.Ex"tu1o� � d m..rowl mdw,n am D..pn PWDBub DDom') 1-0 M1IIYN PI ONBIBBwbtl�Nr PNOWNV lyr[A KBBB PR YmCDwWK1e1 ni U U E U m Y SLfr[ UH U Fgp{q• BIeWOGNY EWBW dNao BmM T,IN HIVYUO WOP F9Ya. 111w Nall-1}a0 IY1e IIJIr-116E Rxen.mYe 3Dn'A.UB16 ).!LL•Ir .5R0 •W.0 •mq m0 .mo rm0 O .iwa .1mA -1wA ImO -IwD Vm0 .Ima m0 +#A •mD •mD .WD rma .WD Iwa �1w9 am.0 -Iw➢ -IwA -#10 .ImD m.0 •#O •w0 m0 .mD •WA VfOD .ImO -I m0 -IwA amD -m]➢ amD •mD •m0 •mD •WD .Wn +ND -VOO -Im0 -Iw0 •IWO awo -1w.0 fm0 .mo •#0 •m0 •mo .W➢ rmp •mD 9m➢ -IwH -I m0 amB dwa .IwO Imq #n •M2 In, +W➢ +wa •W9 •mn .ma 4"' am0 -im0 21D 80D d18 •mo •m0 m0 •Wn mD 8R➢ A]D aff a1D -n] VBI VBD ]r9A G.,NwpNN. iOaN biW,. BI.OivOGlq mnale un Enzuale U.#]-ILBII lean. E.6Y UAn-Able I- 610 .xio .m.o rm0 .w.o ,mD •-AO +wa avvv •IWD .Imo -Iw➢ mD •mo •WO .mD 1�41— Imo •Iw.O .Iw.O -WO mn •W.0 •m.n •1.0 m0 •. -IwD nmD dWA .Iwn IO1D -Imn n .ma •m0 .mo 0 rmD ama -Imo elA Imo -1m0 m0 mD .mD •WD .Wa m0 -Imo amD dRA .Imo -IWa -Im➢ .ma .Wq •WA •0 •00 W.O xa ma VBq <Li iDn VBD •mo rm0 .mD •WA #.0_ +ea aa0 dlq .)xe iOD iD]_ IB UNUOflNe/ 1Ia11-mble rWa •. ]OA -1m0 •ma V#a •m➢ -Im0 •m0 dm0 w50a VD6 •mq VG Nbll-1)J0 O -IwD mD -Im0 -Iwa •mA -!m0 #0 -0m0 rmD nb •W9 VI] deiNe GlNp [pye• IIJ//-1•b1B m]-BUII UBII-]I.mi mel]-U61e •#0 •#D a •WD -Im0 .Iw.O rW0 •]0.0 mA •wA am0 -Im0 1 •m •m0 .1. .m0 m0 -Bm0 •m0 •WA •m0 amD tl.e -WD m0 rW-0 +m0 m0 rm0 x.l aeJ i4a a1] ma m0 •mq m0 VOH aL -llb •m0 •COD #➢ VII d]H xD Y eWd RW,O' nan-wbfe •WA -Im0 r310 -Im0 m0 dll •W➢ V.e rWp bIq g � DVUe WM�6� Upm1 EMI tleNua 0YbD1 E00w. u1i° Buumnar wmaD. Cu1m01u /-nble 12011.10DIe -Ixb.e B]]w-llam N.61]-]]]0] n-mole l3e RB°u vsn.mble uan-nble lun-Nan MD.O •m0 rmA •m0 •mD .ma •]DD .evA .mH Iwa .ImO WA -IWA .Imo .Im am0 -Imo +me ma rmD rwq m0 •WA .Wn .em •m➢ •mD .Wq Imo .im0 m0 a a .Imo .Im.D -woo .Ima •ma •W➢ •ma w •mA mn mD .mo mD -fma .ImO 40 M] -IWO -fmD .Ima aBO.D amo m0 rm0 mD •m0 •ma .m •mB •mv -Iw0 x) 8Y d].R -Im0 -Ima Ima Imo sBH du •WD •mD •WO mD •m0 .mo . o #� .xiD D alH a18 8]8 .Ya H ava ata ma •W➢z rmD mo •m.0 •W.O .mo .]oD .Wo VU aI V1.1 axe V Y mD 4m0 MO rm0 +mo mD •m •mD ml a08 <Y aal mi ml �s 81.I au 6MNn demaman LwYN Ilal/-Ilb1B #61r-IfHN ven m10 nbn-vale m0 •#0 •mo -I m0 m0 nmD -Imo •mD •wA ma .mn e)�0 xs .fma rwA •m0 •mv .mB —:au :a ) -n] x] -Imo mA .ma Wb aY x) •m0 •m0 .mD •mv a18 e1.1 aY •me WD •mv •mv xl , au mr •[00 •#0 •mo •ma MA d0.R as m Oumwnw mbabw abB-xeu R➢bv.]]bu nan-mnu IDan•naw .xiD +I0.a .mD mD .IWq a]a me +mD au VO] Jea aae .mn .mq •mo •#o au -nA ae) m .m0 •mD .me aea a•B au .ma .m0 .WD •mD .sla .nH us drq .eu m .Wa #.D -0u dlH xa mB me .m0 .#o am a]b WabDBle• ].wl-N.Om rmq x1 •m0 VOD •#0 x0 mA NA •m0 }n •o d!I •m0 alb mnn TI.It um••mau nAlI01. mr VWA as N8 •mD ar.o— VI.I •m0 MOD alA Iwo •mD m0 xH mD r#O me dl➢ WNDOW FgWew 1]-]PBn 3061)-Yeb rWD Imo •bq .ma e)➢ rWa •xi0 V/.6 m0 •m0 #D VBq i01 •m0 •WOxD Vll rm- zg •m0 •Wa m d!A m ey0plyyn Bn I-mdn U811-BRb% ]1611.U-01 •W.D •m0 -Iw➢ AIA rWo •ma V]b •me m0 •I0o x] xA •[Oa VIA�wo m0 •#0 VD3 d18 x] aD] A •mp WA .nD BbN•Im 16618 -'ffi81• •#0 Aq •mA NA •m0 xl •m0 a0.0 •m0 a)0 . •Wq I -A •Wq x0 raauu ]-BIBN .mD •ma ar,e .mD x] •mD m] .mD ala .xin a]A .mA ma a Uan-#0a .m0 iIJ •xio A" .mo mD N8 •m➢ 'mn .ma ale .m0 er.aaploN+ vbu-wale •mo mr •xio <ra G am .mD mD +mD •mo xD +Wo xa p,)e �BIYI7-#0 Y) •WO e]b •m0 -0la •#0 •m0 •Wa aDD SEE TADLE Fq SHEET B FOH ArvGnVn E -I Bw E— rr MIN. SASH HEIGHT= WINDOW DUCK HEIGHT -WA35 JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R7 REINFORCEMENT & GLASS TYPES 1-4 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES b CONFIGURATIONS) PRODDLTREVI56D ' m [omNSdPe ENI Ae FImiM1 BmIdNg Cads ADwryDnm No 1 06Iln ', 111111 .. 13fII01iW Odeye, -.a RBWeetl Bp Potts RDH[IDn: By p'+ MIm,II PBNudfm -, RSH.ee ly Dare: RMms NOTES: 1) USE THIS TABLE FOR ALLWINDOWS INSTALLED THROUGH THE FRAME 6 IKLIb : ;;: ® PowdpBm• DESIGN PRESSURE TABLE omm Bf J ROSOWSKI OR INTEGRAL FIN. r' ]�� 1070 TECHNOLOGY DRIVE M.: Poro: 2)FAMIE OIMENSIONGARE BUM SASH HEIGHTIS PS PERTHE FIGURE >L•iFt'+!?: ,�'��`- 'jf:"((p;`I10' N. VENICE. R. U275 SINGLE HUNG WINDOW INSTALLATION - NI 06/15/15 3)FOR SIZES NOT SHOWN. ROUND UPTOTHENEKTAVAIIABLEWIDTHOR (G41J-180-1800 sdlwdel seab: SMBN DmHm2 No. Rer. E TA HEIGHT DIMENSION SHOWN ON THBLE. A. LVNd MILLER, PE, CERT. OF AUIII. #29296 SH-5400 NTS 60F 12 MD-SH5400-01 A P.E.g S8705 TABLE 5: mBm Typ. B}BV G•n DeY9n Pnuux0.lmBlM1f) w w x.e nnl la uB m n]a —a. annf4 nb Y.n R.POCxltiv +ugeam.I ¢wiaY ¢lwrombw ¢nfuB• 6wm,eP�wm t¢w1 Bbyymlyq Bafzrs emYrq Ea.a anm.Y nm+ mrtmaw ¢unmiambee s9alaD si.mmwn EVlmaly Bmo,l nM1n swanmYa >ymn g.nYtlgB/q wwnmz. momm mwn nn..I aunwamWf Ee,Y]B. cnmvz. ameaanar wmsw CxbpBw elob•1 nA•1 yvaW pmSP Fpo14y q RabB bnnn. bneb b.emsva wbBnmr IMBB 1wP TN v]a •mo n u.en-umo we 11m-uale •uB nann+dn •evo S]MI-]]]N •mB ml6p.m]le •a>B van-xim wo uan-nau wd umnanle •ma mm-af.m wo uan'n.eb •BSA #elr.eneu w.o men-wle .m.o van -mole wo uan-va+e wo um/naan .mo bbV..>Ln w>o in6n.almr .tl]Ir-ABIB •BBB I -#ALB wn �rinv-v ele aBn uAn-unn .esa •nA wwe.maw eao xien•umz •uo 3>nn-xn61e •evo mAl -aam .eva nan-mdn •evo lun-naw ndn-IemB wA 11.U/-mbV wn m811-SIBN •eia lldt]-ieale Ns➢ ]edn-a1dIB •6sn ]].el/-YBble •nA men'uam wo ld1)-SBMe sn lean-ndm mvo 1>oIr-1•am tlo Vdnb]BM WYa0. n AnA -\xa -naB Ana .I mO -1 Amo -Iron -lba AbD nma Am➢ 'Iom -wn -0#D lmn Aba .Imo xD Abn aaoo -vno .Imn A]oA amA dao.B nx0 Imo -ImA 'Ixn 'Imn J#o -Im0 Amn Am -Imn ame Ama a •mn •mo no .n1A •Wa •610 .tla wo .mo n." •mo wA .mo .ma •61D an wA mo •63D aao .eno wn .mo n>o .esn •m wA m➢ •61➢ e5 .Bsa •m0 em .avo .IbO +mo .Imo Am.B A#B +bo �lmo .uno Am0 aao Imo .non- nmo mD .Imo �n Im.➢ -Imo -ImO .ImA uoo 'ImB .aoo mo 'ImD lxio AnA -1#0 'I10.B 'I#B dmB 11a <ou am n •rno .mo •mo •Cno I6a •NO uo .mo .mo w .u.o .mo .mo a.o .6>B m.o S]n .an •eBn •LL'0 uo tlo •uo Bvo •ma •no wa •6aa Na0 •es➢ w.0 •N.o ua .mo mm� ImB -txiB A#D Am➢ -Imn Am➢ -wD mm� -1 -Imn amA 1mA Im nra .ImB -IbD -I#D +m -Imn xa nlno nm0 anA -Imn Amo ano 8S Mr -131a -Ima .+mD 1 �r axe m wo w.o wB •enD •SSA aia mo •am •uo .6m •tla •tl^ :Dno_ .Bvo •BVB .es.a .ae➢ •a.n •6e➢ esn .em .esa na .eeA .evo an wB •ein •eSn tln •esA •WA tlA •BBB •mo .tlo Abo ax0 -Imo Am.B -ImA 'ImA Ana Imo Axo vr.o -mo .+mo _ -Imo .ImB lmo lu+ -Imo 'Ixa -tmo .+mo Ixo ma Axo x0 .�#o mo o 180 D 131.5 -1m0 m.6 Iml aA ro tlo m.0 .v0 .WA wB •e>B .eu •ma ae>o •uo .uo wsWo B .eaa u• evo ua .esa KSB m •evd •tlo wo .nso 610 •mB W •61a wo VSO svo -Imo IxB mm� AMa -Im0 Ibn {no 'ImD Ibn -OBo amo .Imo noo ImB n#n .nao Amo 'Im0 x0 nxe -Imo '+me -mo imo AmA a -Ime -VV mD 'nl9 A14n Ami -Iml n a1.ea .m0 •esD m'\mo an •mD •eeD •n➢ w➢ .ma wD •au ate esn •BSA .un ien .evo wn wo •65D •eS0 sa .esa •mn wsu •em wo .Bin w.o MSa •esn VSA KSB •SSA ei. .esA •BSO a azr.e wo Am0. IIB AMB -nla Amx Ano mn -nna .103^ 1 am -nLa Aue 4 -lov -Im] �me -Bav v oe -mu Aoxo -+oxx Amx ISY -\#i ] i9A ID mA a9] aea au BxIrS .D>o wA .ava 71 A w.0 .ma evo .nn w.0 •ma . so ex .eeo •as.0 KSn •B.SB w0 wa .mo •uo Bva 4tlA •nm •m5 •mo esa •6a •610 •6}B w0 •mA •bA wA •65.3 o wo Imo .meA nmo AaA 41>0 11x Ama -nox AmA mA -ImA .mmA dea aaz ]ol.r avB ml dSe Md ane «o mB v A 1mA alb �n] iBA aLB .ma a] irD g g ! 4 mem m Tm+l n]n-nnm .mo a9AI -Blau •b. -ur] -'gO .eBo �SO .6v0 .ete au M/ .Bsn .� Td is av tlU .x0 'nd aSA 9- W.o Am N .aSD au C� Emua. raBn.rBnn .Bsa un-be+e .ao .1#D •mD -ImB wB mo ou <uI .tlA nmo amv tl .+mr wB •un a•n � a•a ae.e ImIBW mDl/-#DfB KIA A85A esn 'lI4B •BSa -ImA •63D aM •eS0 .IW] •Un N] ilB BYM•,BPKKn Mn81m adll'#d10 BSB a•BSO AmA 'ITi] •B¢0 •mA wa •tl.0 w.a •m.0 Y] .10.1 BSO •BSO -MO -MA w➢ dn] -lU •BSO S6O ila iSA BmN•1 FgNInB .10 le-x8a1B •Wo ].eBH mev-Gu• -11].1 i Mxn •tlo MD ame w0 .mo d4 aae •N.O .mo i1.1 mr o '11.i ae.a •n5A •ma -ll.• al.e •m0 .no -Il➢ iaa wm�aw Bmmormr. umr-mne wo +B-ssale mo Am ay.l aA ma as .avo ao aav iu •mB •mo aT Au .uo AeD ixA •m0 iev o0 .mo 1.1 iao n.n nml -e+Au .mB ABe Aao mo Dec iAULe r. armu ➢rs.�•.,....,��.y...,., •• MIN. SASH HEIGHT= W WDOW BUCK HEIGHT. M.138 NOTES: 1) USE THIS TABLE FOR ALL WINDOWS INSTAUED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS PS PER THE FIGURE 3) FOR SIZES NOT SHOWN, ROUNO UPTOTHE NE% AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHETABLE EX16E11IAR V FG1IF•l SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 2-4 (REINFORCEMENTS SHOWN IN FIGURES ABO VE AFPLY TO ALL FRAME TYPES g CONFIGURATIONS) 10K. MICE, R. 34275 (941)-480-1600 CERT. OF A . 929295 PRODUCT REVISED BomNYing 1Aiih tlb Fl mid. wei, C AwD,mmBNa)6•o Re .d By. 9Dtd: RBvivfon: Ibn mm �D20 By Miami l Pmgu6f Con RMuO SY: DaG: RBMbn: DESIGN PRESSURE TABLE J ROSOWSKI TRb: Data SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 NTS 1 7 OF 12 E n 00��00�00��0 0 00110: 00� 0100000090oulloolliguDa�0 0 0 �moO�onunoOUPUMU"nCRUNCH � u p�unonun0000onun"MUUMUU ear"uMnuo""uU"u � � ®o mlll mmz a ��Uno"noM"unUUunUnUnUUn"nUUoonUunU" m NEE mmzllm 11a�M"oMunn O�Moou""MMuuouMUMnMUUoo"MonoanouMon"u"Mou""cacao""MM"ouu"U"oUUoo"Mu M= ®�""o""M"Mn""oo"u""n"""n"0000"""Mono"000u""non""MUoo""Mo""u"MMoo" 0000©oo©©oo©on000noo oonoonooUoo©uooAoo©o©nn0000000Moononnonno"M uonunooOno000UU0MUUUn nuouUU13MEN "Mono"nnn"oU""nnUMnnn"""nouooMunn UBUunonUOonuunnu"UonUUUMOUoOnnunMonMUMUOMo ono"ooMUunMog"nuounou0000uooUUUUUUUUonMUMnuuoouooMumma"MUouuuMn "uuu"u"Uuuu"uoUMuuuMUUUUUM"UUMuoUMo"""MU"onMu"uun" �nUonnonnnUnnKin MUMnonunouUouMMnou"nnnn"MoonUOUooMMMonMonMnouunU ""UMuuMu"n""no"uonuon"nu" 00000000noOno"nnonoou"000noouo"on onnonnnnnn©onoonnonnnoonnnnnonnnn©nnnnnnnonnnnoenionnnn©n©nonnoHun mnuoMnounUUMMonnM"UHMUMoouooMnnun"uunnuMuu"nnouooMounuouMnonoMou ono©000noon©Moo©nooHUN©nnongg®onnono®nnnnnnUo©nn©©OnnnnOnoonnnn ""uu"uu"un""""u""UMUn"Uuo"uu"nM" u onun 00000""noouon"0000no"MMo""oou"MM"uUonoouIN a o"oo"uuoMUouuou"ouMu""UUUUUU"UUUoo000"u"nnn"MUU"uM""uuoouUUU""u nnun©on©onnn©n©00000000!ngonn©©000"nun �araU"""UNunnMOn""MU""UM"U"13 sua"MO1931"UUu00u000UHUnnMM"UUUUUMM""""MM0"0"""000MM"Uu"Uo"M"Uo0 nnn©nnoonoMoouu000nooOnonnnoo©noonn©no©000nnon�©noon©o©onn©nnn©nn � onuu"Unun"ng®UUODUU o"HOUOMUU" nuou"u"Un nMMnunnnounonunM"nnuuUUMM"uMuonuoMu"uMM""nnuMUMn u�nnonunnuMunnnUUUUUUUU noun UuM"MuUMUUUUMUu"""uo"uMMn"UUMo""nMUUMunou"o""uMMMUMou"n" �nuouuouou"coon"nUOUMoonooannonUnunouoonMnnnooUMo"uMnuuUMManMoan no"no"Mun"nuunnou"nnnnooManuaMnn"UMnUn"nnHun uo""oonoUooUoonoonuoou0000"MouuUunoMMonuo"Mo"uMUoonMouUUUMUu nnnnnnnnnnnnnnno©nonnOnonanonnnnonnonnnnn�©�gonnnnnoanononn©onn �uu""MounMuuMUnunMnuMDUM0000UMMnoMMonMUMnn mmnninnonn©oong®Hnnnnnn©nnn©cannonnno©on UP Munn MMon"00"MMMUM000on"ono �sa13U"oUMouUOMMUMUM"no"o"MOMUI U13"MonnoUnouoouuon00000U""n"U inn©noMonnnnnnnnnn©nnnnonnnonnnnonnnon©nnn©nnnoonnnnnnnnn©©nnnn n00000UnM0UUM00UM0On"M0un000un000U0000unU00onMUMM0unU0MMMMMUMM nnoo©on�®ognonnnnnonnononnoonoonnonoonnoononoonoon©unnounonnnnn 0000URN o n"nun"uoUn0000Mo n n®io°on0000nono©nno""Moon000nnoonoonnnnoo©©ounon00000"onooURUBUf'unnf'uon e mMMon"o"nnoouonMVo"n""ouo"0000Uonuno"oouuoonMM00000""onno""onn"Mn nun nun 103 oUUoonoUuo"oouoon"onn""oo"uMonn"o ouuouuunuouoon000uonoouuo"non" MUM nun nu Munn" Bonn nun nnoMunn Moo"no"uouoon"VUo"uu"ouon"ouU u""o"Nun UnuuUunnUUUUUUUMUnUUnnUU"nu noonnonoonn°Mnnnnoonnnonnno onnonuonoouoou"oo"U"nu"unnn nUD"""nnn"nnnMnnnn"" unoo000UUOUooUnnnUU"U Munn"u"nn"uo ©©Moo©nn000nn000000nn©� oP"OM0oUM0U0"nnoUMMUMO KA13M"MuoMuoou M nun no"nnuMUU"u"UunuMM no"onunM"UU"nnU"M Uu"""MooUMMUn"Una "MIN. SASH HEIGHT= WINDOW BUCK HEIGHT -50.13E NOTES:. 1)USE THE ABOVE•ANCHOR QUAMRIES REQUIRED .......... • TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. Yam' 2)USE THE ABOVE-AfAX. ANCHOR O.O SPACING ........ .•TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. �,� ,. , 61106I 3) FRAME DIMENSIONS ARE BUCK TAR•=MEETING RAIL. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. •'�, ' 5)REFER TO TABLES 263. SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. �II,.,,.,i A.LYfIIJIlfll '!E' P Fe inns "kelffil 1070 TECHNOLOGY DRIVE N. VOICE. FL 34275 (941)-I90-1800 CERT. OF AUN1. 129296 M1Na.Am3a�QC. SPacNYM � UmPF •no-enlil,rmwmm� a PRODUCT REVISED RYImnplying rviW Me Plmida IJi119 GMu 1 A�rwom Nn 6-Oi14A4 lari:ali,.�Dw y202D R Ayfieml (xMeYmh , ANCHOR QUANTITY TABLE J ROSOWSKI R9e: PoG: SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 NTS 1 8 OF 12 n O�a�NaNNa�O nun u UUDDun ©�©DODDUDDO©DuuDDODDUOODDUUDUuonUD©©ODU©©�©©DUDDD13 0000000D000DOouD0000000�onAounnuuuuuuoo©o©0o©o©ou000©000000000u000 �000000000U0UU000000U0 Ou0000000U0U0000000U00000000uD0UUUU0u©DUD �UOoODUUDDUUDDDDUUUODU DOOUDDDDDDDDDDDDDDDDU DD on" all MUODUUOuu DUDDDDuuDDDD©iC�DUDDDDDDD oDo©000000©0000000oUUMUMU000©ooOUDO©©UU LIDDuouuDDuuDDDDDDDU©DUu nun"" on 0000UODU0uD0UU00U00UU UOUDUUUUO UOOUODUUDUUUUODUODODD00UUUOOUOn 0oo0©oDD0000000000©000©000000©oo©D000H®DD©o0oo©ooDD000000000©000000 000000uDUU0U000U0uDUU UUUUUODUUUUUOU0UU00D0 DRunDODDDODDDUODUDDDD ®OUu000SHU0UU0U8UUUDUO UUUUU00UUUU000U00HOU0 �oouoo"LIU noo0000000©000©0g 000000©000000o000000000©0 aE>7>�Uu000OuU0Uu000uU0� oo©000Un000a o0oo©©FU7ouo©000000000 ]NOUODUUUU 301111 DDDDDUUU UUUUUDUDUDDUDDDUUUUOU �000000000000 UUO0000 n OODDUUDDD000UOODU13 UUUuU0UUnmanU0DDUDOOUUUUU00DODUU© UDunDOUU UUUUU000UO U UOUDUODUOUDUDUUUuOUUUUUUUUUSU 00 00"0 0oOu0000D00U0D0D00000ooDO000U 00000 UUDDDDDouDUD©DUDDDDDOUDDU13UDDD u U13000UOo00000000000©000o00UU00000000oo 000 000000000000000U 00 000000000000000DUuUUUUUUUoRUSH 0So0o0u oHHH on "Nunn 0 UODUODODDOUUOUDU"CUODUDU00U U0 INE= uuU©uDOODUU00oUUO UUuU00U UU0 0DUOU000000000000000�oo0o D 00000000 on000 HUUUUUUU MEMO UUU go O©o nun DU OOUDUUUDUDDUOOODODDOU uDDD00DDDUUD00uDD000U 13 ���uDODDODDDDDDDDDDDDDDDDDDDDDDD©DDDDDODDDDDDDDDDDDDDDD©DD©0000upo©po �a ®® p �D pu�ID00u0u000000U0uU00Uu00 � ^��3if!�000UUUU pp>�uDODDOU 0 ����®6�T�7[uI©OUuDDDu0UD00OD00DD00O0UU00000000000000000000000000©00000000000no0000o013UU0O©Do0o UBRUUuuno" oao®®oo000000D uuDuuDuuuu® OUu000UUUDUU00HUBBUU0 UUOODUODUUUUOUOOUODUU 00000uun0 ODUODUUOODUO 000000 DUUUUu000UU U000©o u,00©oonoN u0000 HOUS oo U U 0UODUo ©o0000000000o00oo©00 UUUD HMO ON "NUB oFUlo©©Do©oLU100 "Nunn" 00U0UU 0 00000©00 HUBBUB U0000 ODUOo UD00UD U0©© 0U0uD UOouU U OU0oDUO©©UDO©oOouDoDUUooOU 00000Uo 00o00U0 unO© o ngu000000o00 D©oo©o©ooUURO00D uuUUuUDU oo00 0 N000 U oDo 0000 00000uuuuuuD0� �000000 00000 000000 00 ®©o pO o U ououn olaammo ©0Duu oDUUUOOUDU00DDD SEE "MIN. SASH HEIGHT= WINDOW BUCK HEIGHT-50.136 NOTES: 1)USETHEABOVE ANCHOR QUANTTRES REQUIRED........ -'TABLE FOR ANCHORS INSTALLEDTHROUGH THE FRAME. 2) USE THEABOVE -MAX. ANCHOR O.C. SPACING .... ...... TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK' -MEETING RAIL. 4) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXTAVAILABLE WIDTH OR HEIGHTDINENSION SHOWN ONTHETABLE. 5) REFER TO TABLES 2 93. SHEET 2 FORANCHOR GROUP OESCRIPRONS. 1070 TECHNOLOGY DRNE N. VENICE, R 34275 (941)-00-160D `mury`' A LYNN MILLER. P.E. P UM705 CERf. OF AURI. B29206 W..A xraase.�nebr mogv 'NleprelFN•LUY1b11M Li PIIwUDWLT RL'VI56O iAYInB.viiL me Flmfda Be1lJing Cotlo Aarybnw No l(A•O 1 ,OY ExPirer D.,m 2o7D RMwd W. NO. Reviebn: M Mimgj de Pmduu Cv� RMnd Ey pob: RSN�bn: DexHPB4n: Dann BA: ANCHOR QUANTITY TABLE J ROSOWSKI Otb: oele: SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 1-5400 I NITS 19 OF 12 I MD-SH�A .62F TJCHANNELFRAME I 13TF O L HEAD/JAMB 3.4m —°-I — 4 — BST 2.444' -�1 ff;=FI=ME NEL SILL SAW .06T .825 uu FLANGE '(- LI O FRAMESILL �� m Itfi3o^ ° 1 T .o6F �13]F IIIJ��== -+1 1231° 1 1.0ar 1 — 14 FIXED MEETINORAIL 10 SASH RAIL OBT 3 FIN FRAME HEAO/JAM 2494° 1 3.500' 4 EQUAL LEG FRAME HEADMAMB .WIT 2.44 1 6° � 8 EQUAL LEG FRAME SILL .ors' —•-III—� I .r15' _ _ 1.tm' QLIGHTSASH 3 REINFORCEMENT .Te-�II�II 000 � —� 13D• �~ 1.331' 268STANVMD DOHD MEETINGRAIL MEETING RAIL 2] REINFORCEMENT REINFORCEMENT 1� f .9]4• I 11 6� 2 2.178' m. .4]1• I t4]r 1 - , JJ(`I- tars• yy LLJJ 690° Sir .035' SASH STOPLIFT RAILD• OSF LIFT RNL OrF BEVELED aNT BEVELED 1r C�CE 1e SCREWCOVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCKCOVER 864' •' 11 3m' 316. ' 1 3m• tt .]54' � .r50' .mF _ P_T .925' —_F_ I ]] IG BEAD 81 RUDED ROLLED SCREEN FRAME B2 SCREEN FRAME ED M. FloHd. :' Ip":• '......., '` .).'��:� .. /: • `;, .`.�` ' '':�� �.'Ir )i 11 _\. '� AIL�YNNNIIIEN�P.E PEX 0705 ® Mi ePmArtl Cable OescHpO°n: WINDOW EXTRUSIONS Oman aY: J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE. FL 5@75 (941)-4B0-1600 Nu. SINGLE HUNG WINDOW INSTALLATION - NI mI°1 05/15115 serl Nedek smk: SH-5400 NTS Snesn 10 OF 12 davLg Nw MD_ R°r: A CERT. OF AUTH, #29296 TABLE 8: BIII of Material BIII of Material, coot # Padq DeScrlpOon I Material A Pad Description Materiel 620101 n e ung tame Bad=Jam - annel VC 097 uto Lock M0 hetllsm COre.) 2 620102 SlnBie Hung FmmB HeadB Jambs -Flange PVC 18889 Sweep Lock Casl anc 3 620703 Single Hune Frame Heatl B Jambs - Fln PVC 18588 Aulo Lxk Cover AssemblyCaat anc 4 620104 SIn01e Hung Frame Head & Jambs -Equal Lag/Box PVC 1 BGPTX #S z 1.7/8" Ph FM SOS (Auto and Sweep Lock Screw) SS 5 620105 SWOH Frame Sill - JGhannel PVC 02DO U Auto and Sweep tack Keeper Cast Zinc6 6201G6 SHIDH Frame 5111-Flange PVC i4PPA #8 x 314' PH. PH SDS (Kee er Screw) SS 7 820107 SH/DH Frame Sill -Fin PVC 181 LIR Bawled Till Lelch Comer KeyPVC 8 67OJOS SKDH Frame Sill -Equal Le91Box PVC I82 LfR Pull Rail Till Latch Comer Key PVC 14. 620131 Fazed MeeOrg Roll _PVC 4PHFL NB x 9/4" Ph. FH SOS (Caner Key Semw) SS16 620129 Bash Rail (Sides, Tap = Bolt-) PVC20183 Tell Latch PVC11 820134 Balance Cover PVC 20184 Tit Latch Retainer PVC 18 820133 Sash Stopl6crew Cover PVC 68 720207 1°Tilt Latch Spring SS 18 6201W Pull Rag lnlenack 6W5T5 AI 57 420180 Plastic Tix Latch Fin9ar Pull PVC 20 620144 Pull Ra6lmedocle Cover PVC Be 720192 Metal Tilt Latch Forger PullCastane 21 820157 Beveled lnted0ek WG515 At 69 420180 —WOMB Piwt Be, Comer Key PVC 22 620145 Beveled Intedcok colPVC BO Plwt Bar 23 620160 Light Sash Reinlorcemem 6063 TO AI 83 720191 Sash Pug Handle Cast t anc s 25 620152 HO Sash Relnfomemenl 6063 T6 At 64 720194 Sea h PuO Hwells With Latch Assembly Cast anc 26 820153 Standard Meet Rail Ralmomement W05 T5 AI 65 7834FPT #8 x 314° Ph. FH SOS (Pull Handle Screw) SS 27 620754 H - Meeting Rail Reinbrcemenl W05 T5 AI 66 420188 Borten Latch Strike Plate Cast act 30 61644 Weatheretdp, .lei° x .vu- Fin rue 67 75655 #e z file° en. FH SMS (Sidka Plate Screw) SS 31 60300 Weatherstrip, .Iuu-x.30G°room Bulb Flex PVC 73 720136 I.G. Bead 32 61719 WeamerstriD, .,.I- x.220°POIyPIIe 74 B.CkbeddN9, OE 7700 oIDow 781 33 61825 Weamerstap Plug. .220M Finseal 76 77846N Salting Block (7/8" x 1" x 118" ), 85+/- 6 door 35 7B%iMTrr qe z 1° Ph PH SW pntedock MOanSng Screw) 80 81012 Ezbudad Screan Freme 36 7wTHPX #8 x x Ph. PH SMS (Meeting Raul Screw) 470 BS 87 61011 RdPFol Screen From. 37 71669SP Mealing Hall Screw Support Plate WS3T6AI 62 7CKGLB21 Screen Comer Key by Extwdod Freme lVinyl 38 720210 Weep Hole Corer PVC 83 47042 Screen Comer Key with Pull"Rg 40 720?70WC Constant Farce Balance 84 47041 Screen Comer Key wilhwl Pull Ring 47 pax 3/4° Ph FH SMS Force Balance Screw) SS 85 7CASPM Tension Siting 42 Spirel Balance 88 61816C45 Screen Cloth 43 720205 SpIml Balance SnOe Nylon 87 87835/81814 .140" Berson Spline (MachlnelHend Rolled) 44 17OX114FPAXI#8 z 1-114' Ph. FH SMS (Splml Balance Screw) 410 BB Part# Description Material 76 Kommeding 4SGTPS Spacer System 77 Duenex Super Spacer nXT With Hot Melt Butyl See this Sheet for 78 Duanex DUmeeal Spacer Materials 79 Cardinal )t Edge Spacer nErcnervoc mm 1,10 B. 1) PVC BY ROYAL YANDOW AND DOOR PROFILES, LTO.,TO BE LABELED FORNUM EXTRUDER CODE. 2) ITEMS # M3,15.24, 28, 29, 34, 39, 61, 62, & 68.72 ARE NOT USED ANDARE NOT PART OFTHISMPROVAL. D STRUCTURAL PGLnsOBUMEN WITH DESICCANT EXT. GLASS—, STRUCTURAL S11CONE NOM. FOAM WITH DESICCANT EXT.GLASS� HSkF. Ta KODISPACE- n SUPER 4SGTPS SPACER®NXT n.11...... POLYISO UE BUMENE WIW NOM. SEAL BUM& ROLL -FORMED DESICFOOAM STAINLESS STEEL b En. GLASS EXr. GLASS INT. GLASS DURASEALB XL EDGE"" m SPACER SPACER JR w BIL " , P.E WIDE A'LYpp:M.e. 5ei0.6 ® 1070 TECHNOLOGY DRNE N. VENICE FL M275 (941)-480-1600 nW: SIN SWv CERT. OF AUN1. 029299 05/05/16 I A)ADDEDSMERS. NOM PRODUCf IICVIBBD 'i oramPlpnB NilbmeFlNl6e ' ufWNe Co4o _ . Aaan�Nrf D 14.OkP Bx i.mlon Dam 21)'l0 n Mi..i MPrnnattm OF MATERIAL (BOM) J ROSOWSKI s.- LE HUNG WINDOW INSTALLATION - NI or05/15/15 rods! Scab: 5lwb pmx#,/ Na Rer. H-5400 MS 11 OF 12 MD-SH5400-01 A PUULRA BALANCE OPT. SWEEP LOCK ,n) OPT.AUROLOCK On. PULL HANDLE WITH LATCH SASH ASSEMBLY DETAILS EXTERIOR Ll> OPT. MITERED FRAME WIT11 INTERIOR AND EXTERIOR ATTACH" To 5 MIMIC - - -- - -------------- Mt,, fFRAME �.d SI,.fiorI U ASSEMBLY S ASSEMBLY DETAILS LS ETAILS w. EXTERIOR EXPLODED ASSEMBLY J ROSOWSKI R 1070 TECHNOUDGY DRIVE r. ft NOTES:.... .. N. VENICE. FL U05 SINGLE HUNG WINDOW INSTALLATION- NI 105/15/15 1) somE P�SMPTIONS NOT SHOWN ON DRAWING MR 1 2) J�CIYVNNEL FRAME SHOWN PMn P185. OME11 FFMIE TYPES APPI-y. (941) �480-16,0,0"S Sheet ja�� w -7�- 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7. b 4) USE E"ER SASH TOP LOCKS OR S� 0070M LOCKS. , `3 N. II, CENT. F SH-5400 NT 12 OF 12 1 MD-SH5400-D1 I A AM. -- I Florida Building Code Online Page 1 of 4 II � 5(:HNNEu . St. Luce Count%Ew F MIS Horne I Log In I User Registration I Hot Topics I Subma Surcharge I Sots a raM I Publications I fee stair I eels site Map I Links I search dbo �4. *Product Approval �,Akv ,1 I.d1�4 USER: PubIIc 115er Px4 A ra PEuct Aooroval Menu > ProduR or Appfirat'on aeercb > Application List > APRlieaaon aetall MAR 2 1 201? RomFL# FL251-R28 PERM ftioiG Application Type Revision St. Lucie County, FL Code Version 2014 Application Status AOprovgd "Approved by DBPR. Approvals by DBRR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived0 P"I ❑ a Product Manufacturer PGT Industries V, Address/Phone/Email 3070 Technology Driv, `'Y North Venice, FL 3427. (941) 488.0100 Ext 22318 drua rk@pilti ndustries,com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certifled By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Jens Rosowskl jrosov4ski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941)486.0100 Ext 21140 Jrosowski@pgtindustries.com Extgrlor Poor* slid(na Gxteflor PoorAss9mbllea GgaiRcation Mark or )<15ting Mlaml-Dado BCCQ = CER Mlambpade BCCO - VAL Mndard TAS 201, 202, 203 Method 1 Option A 00/17/2015 00/26/2016 URSr 1994 https;//www,floridabuilding,org/Pr/-r oppPo,dtl,aspx7pararn=-w(.i VXQwtDg5Et2PTandSb.,, 1/31/2017 Florida Building Code Online Page 2 of 4 Date Approved Summary of Products Q6/90/2Q1¢ . FI, ti Model, Number or Name Degerlption 251.1 SGD 670 (Non -Impact) Aluminum Sliding Glass Door Limits of Use C}utt ication Agency Certificate Approved for use In WHAT Yes FL 251 li, C_ CAC 16-0629.03.ndP Approved for one outside HYHZ; Yes QsralI Assurance Contract Expiration Date Impact Resistant: No 04/07/2020 Design Pressure: N/A Installation Instructions Other: Please see Miaml•Dade County Notice of Acceptance EQ,51 R28, it 16.0¢29 03.ndf (NOA) for product performance information, anchorage Verified By: Miami -Dade HCCO • CER details, and anchor type, sizes and spacing Information. Created by Independent Third Party: Evaluation Reports ..teat-- y n.. SGD- 670HP (Npn:impact) Aluminum SIICIng Glass Door Limits of Use - - - CortifiEaE;an AReRcy Certificate Approved for use In HVHZ1 Y@s FL251 R2n C 06q 16-0 ,04.ndf Approved for use outside HVHX; Yes Quality'Assurance Contract Expiration Date Impact Resistant: No 04/94/7420 Design Pressure; N/A Installation Instructions Other: Please see Miami -Dade County Notice of AcceptancQ FL2� R28 lI 16.a O4.ndf (NOA) for product performance Inforin@tlon, anchorage Verified Sy: M14FDade 5CCO • CER details, and anchor type, size, and spacing Information, Created by Independent Third Party; @valuptian Rdpprts 'Created by dndep-ndont Third tarty: _','FiIP9rn pjl.- nQ.. nq§ finer L_Imits of,tlse ortifcatioin Agopcy -prit i9ato ... ,.. _. Approval for up@. in HVH&; Yo§ FL251 R28 Q PAC! 16.0629 0�6df Approved far use Walk HV1,143 Yes QRalit.Y AssuraPc@ Contract Expifat;4n crate Impact Rasistaiiti No 03/1g/2019 Design Pressure; N/A In;ataHellion instructions Other; Please sae Mia nl=Dade County NpUgo Qf Acceptance 171�.51., 013 ri I.6.0629.05.Ddf (NOA) far product performance information, anchorapq Verified fly Miann Dade SCCO CER details, and anchor type, six@, and spacing lnfgNn@tiv0, - Created by Indent Third Party; depen - EyalmirilRR RQRQrto Cr-@tad by in'oepsndant Third Portyi 261.4 SGD * 77D (Larga Ml5511e linpact) 4VinGu9nd Alun roam Sliding Glass Door Limits of Use CertiFcatlon A11"; Certificpte Approved for use In HVHZ; Yes) L2551 R28 C CAC I6-0629.06 od[ Approved tar use outside HVHzI Yes QVclity Assurance Contract Expiration Date Impact Resistant: Yes Q2/17/202Q Design Pressure: N/A Installation Instructions Other; Please see Mlami-DAde County NDCIce of Acceptance •i ..11R28 IT 16-0629.06.odf (NOA) for product performance Infer mation, anchorage Verified Ely: MiarnFpada RCCO - CER details, and anchor type, size, and spacing Information. Ere_ atyd by Independent Third Party; ' Evaluation Reports Created by Independent Third Party; 2.5115 sGD 770HR (i,.arge Mlsslle wlnGuard Aluminum Sliding Glass Door - imPaet) Limits of Use Certification Agency Certificate Approved Par use in HVH4: Yes FL231 R28 C CAC 16.0629 07.Ddf Approved for use outside HVHZI Yoe 9J ojlty Assurance Contract Expiration Dab@ Impact Resistant; Yes Q3/94/2Q2Q_ - Desigli Pressure[ N/A Installation Iriptructlons Other Please sea Miami -Dada County Notice of Acceptance .FL291` R228 11 I6.0629 07.ndf (NOA) for product performance information, anchorage Yai'ified @y: Mlomi•Dado KCO - CER details, and anchor type, sin, and spae!n0 Information. Created by Independent Third Party: EYdluot)pn RepgF{s Created by Independent Third Forty; 251.¢ S.GO V-QHP (mall P!lssll@ Win(Pyor9 Aluminum Sliding Glass Door Impact) Llmita oT Uso - CortiRsatlan Agency Certl/lcato ARprovg0 for use In HVH21 Yap Fh251 R28 G CAC 16-0629.08 Ddf Approvad for use outeido HVHSI Yes Quality Assurancq Contract expiigtlgn Data Impact Roslstanh• Yes P3/24/9090 Design Prossurar N(A Installation Instructions Otheri Please see Miam,,Dade County Notice of Acceptance EI2"1 R28 II 16-Ofi29.O8.odf (NOA) for product performance information, anchorage Vdrlfletl ay: ML19 -Pade EICO - CER details, and anchor type, @ize, and spacing Information, Created by Independent Third Party: - Evaluation Reports .Created by Independent TWO Party: lxttps://Nvw,tv,#loridabu.ilding.org/pr/pr�app„dt1,a �x?Psugm,- � BV? Q�tDgsBt2PTand b... / i/?Q17 Florida Building Code Online Page 3 of 4 251.7 SGD - 780 (Impact) WlnGuard Alunilnum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC 16-0629.10.odf Approved for use outside HVHZ; Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/02/2017 Design Pressure; N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance A 251 R28 II 16-0629.10.odf (NOA) for product performance Information, anchorage Verified By: Mlaml-Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 SGD-2500 (Non -Impact) Aluminum Sliding Glass Door Limits of Use - CertifleationAgency Certificate Approved for use In HVHZ; Yes FI251 C C9AC 15-Q6b$10 DR ndf Approved for use outside HVHZ: Yes „q2 Quality Assurance Contract Expiration Data Impact Resistant: No 05/22/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance Information, anchorage EL2s.1 R28 ii „b5-0609 SO DR o if Verified By; Miaml-Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party; 251,9 SGD-3030 (Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC IS-0612.06 LM.odf Approved for use outside HVHZ: Yes Qualittyy-Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2o10 Design Pressure; N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FLj51 R28 1115.0612 06 LM odf (NOA) for product performance Information, anchorage details, and anchor type, size, and spacing Infgrmatlon. Verified ey: Miami -Dade BCCO - CER Created by Independent Third Party; Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030 (Small Missile Impact) Architectural Systems Aluminum Sliding Glass poor Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC 15-0612.07 SM.odf Approved for use outside HVHZ; Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2018 Design Pressure; N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance f"'5251 R28 11 15.0612 07 SM odf INDIA) for product performance information, anchorage Verified By; Mlaml-Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251,11 SGD-5470 (Non -Impact) Vinyl Sliding Glass Door - Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251,1 gn C_&AC 15-1210 02 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistanti No 04/21/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R28 II 15-12,f0 02 odf (NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Crpated by Independent Third Party: 251.12 SGD-5570 (Larne Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 15-1210.01.12df Approved for use outside HVHZ; Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04114/2021 Design Pressure; N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R28 II 15,-1210,01.odf INCA) for product performance information, anchorage Verified By: Miami -bade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: aecw N,:rt Cent n 2601 51airSWileTarphasseq,r F%ne-a5a.9g.gila https://www.floridabuilding.org/pr/pr app_dtl,aspx7param�wcIEVXQwtDgsEt2PTand5b... 1/31/2017 Florida Building Code Online Page 4 of 4 The Stataot Floddatsen AA/EEOemployer.Coo,Hnht2nDp-2013s= attar td�d ;:PHv vsntamea::AAymltUINs[=temgnt::8ehnd Statement car Florida law, email addmms am public records. If you do not want your ¢-mall address released In response to a public -records repuest, do not send chnic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any Questions, please contact 850.487.1395.'Pursuant to m 455.275(1), Florida Statutes, effective October 1, 2012, licensees Ilcensed under Chapter 455, F.S. must provide the DaPartment with an email address if have one. The malls provided may be used for official communication with the licensee. However email addresses are public record. If you do net wish to a personal address, please pmvlde Ne Department with an small address which can W made available to the public. To determine if you are a licensee under Chapter 455, F.5•, please click heg• Product Approval Ac Pts: Cruet Card Safe hUps://www.floridabuilding. org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgsEt2PTand5 b... 1 /31 /2017 �l M �IAM I•� MIAMI-DADE COUNTY, FLORIDA Li'1i1Yll PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Roam 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.aoy/oconom 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 theirjurisdiction. 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 "67010" Aluminum Sliding Glass Doors w / Reinforcements APPROVAL DOCUMENT: Drawing No PGT0003 Rev E, titled "Series 670 H.P. Aluminum SGD-NP', sheets 1 through 10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 06/08/16, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE .LLWACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. See table 1, sheet 4 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser for positive DP limit and anchors requirements. 2. Egress operable doors must comply with nun clear width per FBC, as applicable. 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 NQA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0106.07 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chaado , P. E. 4' q APPROVED 0 NOA No. 16-0629.04 )?xpiration Date: March 24, 2020 Approval Date: July 28, 2016 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (See test report below). 2. Drawing NoXGT0003 Rev E, titled "Series 670 H.P, Aluminum SGD-Nr', sheets 1 through 10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 06/08116, signed and sealed by Lynn Miller, P.E. B. TESTS 1. REF Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by ldalmis Ortega, RE 2. Test report on 1) Air Infiltraticn Test, per Fl3C, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202.94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No M-5987 and FTL-5995, dated 08/10/09, both signed & sealed by Julio Gonzales, P.E.(submitted under #11-1018.18/0 09- 0826.14. 3. REF test report FTL 7825 for Alum XOX SGD per TAS 201, 202 & 203-94 (submitted under #15-0106.07). C. CALCULATIONS (submitted under #15-0196,07) 1. Anchor verification calculations and structural analysis, complying with FBC 5th Addition (M14), prepared by manufacturer, dated 03105115, signed and sealed by Lynn Miller, P.E 2. Glazing complies with ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS (submitted under #15-0106,07) 1. Statement letter of conformance to and complying with FBC 5" Edition (2014), issued by manufacturer, dated 12/51/14, signed and sealed by Lynn. Miller, P, E. 2. Letter of lab compliance, part of the, above test reports. G. OTHER 1. This NOA revises # 15-0106.07, expiring March 24, 2020. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER. 3. AAMA's Technical Paper for SOV & Bi-fold doors referenced to FBC 2014 (50' edition). 4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gaston, P.E. 5. Test proposals NOW 09-0177, 0177-A, B & C approved by BCCO CCt.c ` -..n 1 19,aq L ChPnda, P. E. Product Control Examiner NOA No,1"62Q,04 Expiration Date: March 24, 2020 Approval Date: July 28, 2016 E-1 WU Be pm Yews arallornoausm •mN Rtl1YFBV6pmp CAp!([3Ct Nl[EMipN •�TNEIYPW • $YI➢IPANOSm13 FUi VA1pp NV91RUCIbN •LLUNNUM pELGH NA4VA4r•OLLN10 DESIGN PRESSURE CHART (PSF) SEE TABLES 1 & 1A, SHEET 4 D TO 6TEEL S41EW6, TNEIII6H mw. oa.wxoetnn.m Y,s,•,.nnr•.�u II[' i]IYW ��� Yta' bXORI baa.lOYtvw p[•CahihvtN AAW FW we HIY.FmCM.N Ea•E;. WnN - "' lo.6ne In. ca LLa. uxmw n1 aaa Nnw [ r mWE1csIXEnserlitwrac um YSnaYN I gIPH•IAt151 wa6seonaxwaEnoam� Powt. an[m� 1 • 10 NOA DRAWING MAP SHM p'-+ Ya' . MAX. UNIT WIDTH 90' MAX. UNIT HEIGHT low MAX. UNIT WIDTH 101 112" APPROVED CONFIGURATIONS MAX. I INIT mrlmtid 1111 e.10 j zpn all!'jEMPE,iF.D 1•nau. 1•I.G •TYPEw eyDO[g 201 ran:� ,�•`�. 114, TEMpENED 1YrtHDFEIGf/+i� pq KODISPACE TPS O43G TP3 ' 82 r- k9�NDM. wi.1+ass 1/4 PE E . , Eq,4 Y16'TP,MPEED 74D P NDM, ?4 IQ,' W1VA" v4ne DuutNm. - N9HMI 60 I(ommeMD4SG TP98pxr y>ym - 6T Ouene99upor8pew VD'xWi NN _ Muryl' - Sea W9 SDe`14v DUMre4 pu99ed SDeen u.Mnen aww 8eelyORaN eons MCNW. guCr DURASEALm QSPACER wf.Du59 enUeruxel. 1pi!/Eli@Mj . F16!WL4 GUYA � /..YIPMj4. DEascvn °.. SUPER Q3P—CE - IM,9W5 My Dee� ML P. 9Vtt1[xE eEyq MAtmLL 9WWM1E4Vi �n 'T,atys9SPACER M.W99 HWre'e' /.dlDJC/ e 11sot� DESMMESWREANO MCHQflAGE-RElNFMCFWNT-flOk SUR5PRl -- ♦6BIf 1. i IGOa64 (1R8) N1610]fnAb'RNaL6lGfdIR1061ppt¢1Y. RR MRS •NR9A1D410fY. T]PB]. 1) "14 ELW (FORMERLY TAPCON) ]n0•Tt]49aAllbw 6l¢LLI 1) MJA' RETWACON CL]59TYPEG ap 3) HIO• GSLTRAOD FLE% IM1[3490L16tm.al¢LLI 4) 'SHIM; IA.TRACR nAssTr1FGIAnay. al ¢1EELSGE NOTES • SEE ANCWMGE NOTES l a 20N SHEET 1. SEE NRHH6R ' 0 11 DO DO I 02 N j� a %MTH FRAWRE Yl tZ 2 S G 5 S y S w ^ H rPo �'.080 •00309D w0400D w0.404 •00300.3 .9.4.24 2t TIT y Mn0 COw -10- CC•x CT•2 CB•3 CB•3 C2@ CB@ CB@ Ch2 CBr2 C6r2 CO 2 C9•S LBw CSw C. fA•3 CBt2 iY JM0 to 10 10 10 to 12 H. t0 I3 10 I➢ rz t0 l0 N l0 m " GVSeTWE- 1.GIA@, w0-309D w0.200D ....1.1.I w0.103. .BO•I00.8 w0.16B.0 '' Xa9 M.2 CM2 CO,2 C0.2 C8.9 CO.3 CB•3 M.1 CB.2 C6.1 CB• e.x Lew LBa2 C0.3 M-2 W12 C012 JO wlG IY 10 12 +a t6 Iz m m u 10 14 10 to H 10 10 14 ('LAS^utYPS-CG. G1A@. .BO-121D .90.IBLa w0.162A .00 -151D 0-U¢0 p0 -196A g H80 CBw 06.3 Clw Cew C6.2 C2w C0.2 C0.2 C 3 C0.2 C0.2 CBw CO CO-2 00w CBq CBw CO-2 ?t .u1e to IB u E. m t2 ta- m x m 1a 1x to m u la to u GLASO TYPE -GI .163D .00.IQ -.W.120D- .e0-+mD - OHOAtB .15]A .60.1 2A M.120D .60.11BA0 "'H0S C6w M.2 CT.] CO.2 C8.3 CN] CO.] Cb2 C]r CO-2 6Ow CTw2 t." OT.2 fA•2 fAw CBwt0 1. t] t0 m II 10 ID u +0 a ti 10 m u GLA56TYPE-G1 •00 As1.0 •0042D.0 .B0.1S3A .0091]0 •G0:103.0 •00 AOY' E-¢fA4i.G2A .00 -161.0 •00-010.0 ' 700-124A .00.1130 .00.116.6 'ap0-HOD 6 Ho Cew CB•3 CO. 06.2 CB@ CBQ Por] C0.] C]q C6r2 C0.2 C]N Cnw C6w Cdq Cow C0.3 CBq 2B i9 . 10 10 12 +0 10 12 iID l0 1z 10 10 12 la iG N 10 l0 L ENAMPLE ON ¢HEET6 1� 1 OH LENGTH y P ANG CH fxGTX ON "OX XFIGM XEIOM LGRGREAWR e¢uaL 101 va[Wtm .11'IYNltamr 3)MWOLTPAOON 4)#128TEE W8 N(65) !LEAD 6811L..-...,_B•NAX. ECIRMANECO OFAUBE3PEoi RME LATV MCC RSPy FANEL( M, 94w M MCAMB MDM FLVS SPELIFlEOOUANfi1YOFAODmON1LPIfERA1E01ATE ANCHORS PERPANFLRHEC FROM WRYERANL110R9 CNl BE B1CLUOm4 poomoNU ANOHoas 2A•wycoNLENTER . ' SEE EXAMFIEANCHDMGE FlANSOELOWANO EXAMRE CLLIBTERB pT p8TRA0AL/MiERIOGI(80N S1EET B. JAMBS....._-......0'NAX FROM BOTTONANOxf'MAKOC. V1ILIDNO JAMB ANCHOR(MVANTTNu FPOMTABLEON 5H 4. F-_—_—_---_---- - - _ �-_ _ SEELWBTER V—u BRIE _.�.._� —_-- -- MICHORS PER PPNEI'pRE TNOB6 INTERLOCK x.6'NAX. ASTM IC1E180R I� -ANM HEAER PANEL BETWEEN St?MA*ft"WENVJTQ OC. CENiEPLINE MIJSTRSORTHOSESET W EENA ATTHADANDLOCFTEB BELOWB•MAX xI•LBN(.O.G.. CEWROFPANEL EXAMPLE OXX ANCHORAGE PLAN: up-,ycHDRADE-?RpcXEww ovnALJ TOT (3)PANEL,48•X OW DOOR FROM TABLE ONSHEET 4 ANCHOR TYPES 1& 2 IN CONCRETE SUBSTRATE MEWOR pft�e/3p_- ANCHOR TOTAL AT HERO ANDAT6RL 8 CB 3 CB 3 - CB B 6•M�AX �: (14)ANCHORS PERJAMBISEE NAxg1 MET a FOR CWSTER O.C. 1 {ivaclNOl a - MAX WMAX.TNP. L--C.L AMAM 18f VPAVJ{. e•, ..• EXAMPLE OXXO ANCHORAGE PLAN: >�;.i(•"l.i' (4) PANEL, W X 10S• DOQR FROM TABLE ON SHEET 4, ANCHOR TYPES 2 S 4 IN WOOD SUBSTRATE va 4 �A'� w¢ M9 6 .. -•- - "t EMEf11OR IME?IOR� T - I....R� UfiAl YWi IIR. � OG( (qLL VERT. SECTIONS) 9"iD i S•ENTE CENTERLINE u'TowEN510NSbHOWtJ ,` - 190@i' i 1IS. MM. THIN i 1.)5'MIN T MW APMAYEDOON NJNIMUM21115.00. ` O.C. _ y WOODSUCKT SEE 1•MIN. ANCHOR w0TE9 SMf.1 (4 SQT MIN EO. TYP. T!'PIGLJAMB CLUSTEg I 11RAflf ASi'RA[a&aNIEa-,q 2 TRACK PSTRAWL STE RLLCK E� 1-19I&'MPI. OANCHORL'LUSTER' - "O FXCHOR CLUSTER ilr MPX J SEE CHART SHT 1 �.�I P .__— _..____- ___ CENIERLI 54M 1K'MAIL SHPL �H i. —•dl —NE WOOD ANLFKIATVP. BEE SEE CHART, T MIN _ gg6• ANLXORNOTE2 SHT.1 L WODD ,�5, SIR.1 MW. AI I GRE ENRPME NEA SUCKTVP., SEE ANCHOR N(QOO INSTALLATION NOlE3.6M.1 CONCRETE ^ • 2.04' ANCHOR TYP 1•MIN. SEEANCHW{ 21115'O.C. 4051 E.O. TYP. 21/16'O,C. NOTE I, SNT1 I!+ 1TRPCKASRUGALIINTERIAG( �NDRETE ANCIpRf1 5 . CT PPOpUCegYtm'll ' PLD TNACK FRMIEJMAO 4LH6' .C. vMWVMU6M1eJU1 '. `1�iB'JMIN' CONCRETE INSTMIATIDN SEE CHART. SHT,1 Q'KM 1/a• r _— I UVIOODRUCKTYP.,WU faWOOO k a T J sEECHM1FR. ANCHORNPTE 9. SHT.1 BUCRTVP..•-.�,- +. 1 Sm. g1 W WOOACORM .¢E CHOR NO2.SHT.1 ONSHT. IACHOR DETM.B2-TRACKFRAMEHEAO 1I1•� DNGhTE - WPDINST�LLATION My - 13IB'MIN, SNL11 WOOOPNNOTE2, P.,SEE 1'M,IN EMICH ANCHOR. ENT ANCHORNOiE 4, $1fT,1 W.W. SHIN SEE ANCHOR NOTE 1. SHf.1 TYP.RPT4.1 F 2 4+W'ODDDUCKT .SEE CrtONCRETEI�9YMlAfl01y ($I A*C-RANCHOR NOTE 180. 1 II NOTEM1H'MP%. 0. 3 Ltlg"O.C. (sEEMJCHOR TYP. �EEANCH.ORR I NOTE gII SHf tI ONCREIE 118'MIN. NOTE3.SNT1 E%T L 'ALWWDBIIC(TYP SEE ,' Ai RTL.- GAT' MJCNORNOTE 9 5tR 1 .. i - SHL I D.C.TP. UEIALL E 2TRACKFRMJC JAMB CONCRETE M1CH01(TYP I DETARO. 4. ACK FRAME bILL WOOD MSTN.LAitON gEE PIiCMDR NOTE I, SHT IJ bE CHART ODOINST Ufl0 D, E1.V.G 2TRACNFRAME SILL ENT. 1 /, L CONCq INSTMLATO J K - - .. RAttWRAPI•RR4T ANCHORAGE EXAMPLECLUSTERS - M.m�anrzn SERIESSTDHP.ALLW SOO-NON-IMPACT X'DAY4RK![1 ""'-'• r bLYNMI16LE0. S. - mxP. M9 Q • f0 ... PoTWOJ E P.E164!OS i! lu a i' IMERIOR (gLLHOF4, EEGIIDNS) a l21 Ixt 0 � ENLFRIOR 01 BLL REIHF00.CEDIN1EflLOCIt 10 MAIL 4 p Ili I% I% pr f0 = w !I 1 ATMIDSPgN /,1 li IlP ...1J1�J u !0 RETAILK(FDIED PgNEI) Ai a ! m el llx 0! 1 P EN ML' 6 E DMILWSCREEN x DETAIL T/SCHE6N �A • Ay HEAD ATEM1L . P%fFRQ5 T�oR SILL RISERS OPTIONS 41AuyeFT eECRoys). (SEED.P.LWITTASLElk.WET4) N as a 1! tam FL BH.O%6LLLRISER LOW RO%SILL RISER M DIUM RO%611�fI5EH HNiH tlO%PILL RISER =0 A ro - )0 A-0u ram z)r;. )feT RUSHFLATSILLRIS€ LO'N YUT9LL R19ER FDIly1. UA,{F�T 6LLL RISER H!GN FLATGILL PISFR 0 ex IB ryi f tti B) ' A�GAL PUAM 9' O60 ve LP ��&1T FIXED PANEL$LIP REDS qT TOR (fIF.M,) S EOTTO M (Slli) PP PDD:D n PANELS.SEE 6EDMTAII' ON RHT.q FIMD PANFL DlP DgTnIL ON eHL r rllgxucranwa �PMsrlwLH.w fly � 1 Bi19• QUAR H �sn M�M i%PDIYlIL6Y6m EMYMY�ypKyl w -o!e oy NOTE: ALL ALUMINUM P OOWTO 3 ` Ba:ls -. .. PARTS IST .w ALmluwFR ra PEXR/m _ /,�aw6 n''�0 SERIES ff70 f1P.'UM-SGD-NONdMPACT - _ sBmoNP. N!S B .10 ~�PG1b00.9 E - 1 1i9C@ - BIl]B3 ?1KAP(11 - a tidm 6tnW z.TrUCb HFM ItH B6FEEx Mb - - s tt tr e1nH FPNYE SGRE?N cwER 6 trill' itT fRA]9E IffwdNYNAIA}gx - i li9% LtnW ' L1RA(X61LL' 0' 1)3J1 B1i911 YTIIACKSLL IIN9CREEN PPL- ' 11 int etn19 FRVIE6LLIRAG(IN6FJtF 1T try9 61n1! FRAME9LL61piEtiH ALOON ' ' ' to 1iY15 B11306 biMGt NMe ... . '1. 1mE 01T9R bTRAfAOJANB Yim16LREEN PAL 10' 1n10 BtD10 fiLL ER+OW) W ' D t)IDI BR93i BILLR4ER.IRYF T 3T 1n1B B1n1B' SLL Efl-IDNND0.0W D ITSS BInY 6ELPLiER+MEGFIAT -" - - D ti351' BD}90 9LLA610.-MEOIpLLOW ' tiYm Bti930 6 w6ER:wGH Iw W - D liS] BtiS3 64 R5ER-MOH FIAT "' Rq yt6 93$Y 90REFN96lERAIL.. LK9TBE a1 iLMNWO6K 6CREEN LAfiK6ET Q at61B 6�EN NEEFER6PA(£R 9ET :t3 BtY W15T @IXIEEN WIE A61P1£P a! <atB SM3 BQtEENOWOI{WIEILLO61f p! aili Bt'd54 SCREEN IW PAC .... q a318 01D!> 6BREEN BOTfOY RqI- Ai. N 16ML HTANR4MRDUER ' L9 � is 9TAFIDAPO RGLLPn'SL 6lL ' t0 p!4 PI]N 6CRFEHRfilW1A4L' 1 0 61 TN0 0%➢SLN0ENP5%UOK 16R Sf 1&a B1 CR6EN SP Ex 1wG - Yt 64REENSPWE'.dSB. 63 61816 6CREEx GDIj1 - 6t 1n! IR'ia'i l(IP SIGIPYf fiIOtl( SS 1]iB I'%P %1/16' TWG BLGG( . - ]LB GIA56 Y1BIEMPEFE9 301 - GIA69 1NiFYPEREO GIA98 W Y18YIB EIILLT IAPEFFA -'' - ' 'T09 GIAS9 Ki VM1la FOLLY iENPERE4' --"a.alWm �•— �+ YT9a3 ""� PfTPt@ - PANEL6t@E 4HPJIW DtHp W li-09t B1T.4Y YiFSAAO%ANWIOfl ... • . 13a @H1a{0 NTLetAE WSM,':MY. ryNSWE WIEPI11CK1 & "ti39' )RR— 5LLENDWE IIlEP9lRp eno fi}TB' -'@tF'3B INi L'K 6O/EW6 W 1TN0 - 6iilb' ' BIIE ALLBA NF. (P L. W -'1n30 61n]9 IEAW DVNYA6TNAlinL 4Y 119N 81)IlA .. 1CP@@OTTOM R44 '" ' TE "1nW a1n`A WFAMEP9MP FME. pNULK6'Ik1N NONEq iT Y633 it6B5 "11R'%1'%a•HSiMFMS p45TPWG6 ' la 'B1U - TB15pt -TAN M6L 91L ROLLEPA93T. -' IS '01BS -' >BtAx `iAlr➢ NYLGN PGIERAS9T. ' T9 6UJ]Ng"POw BfiBOPM '"i@ '" 10 1B1&9t GENW SPLY LO6K WILMKrTl84 PIAlE TtD'.$1FP p1693 %t•FL SS SEREW W/tYPE •F'lIP' P T1JL'lB t 1D336TECLRIO VNJI -. n " m69 81I960 t@6 t/a S(iE6 BFA6K0 fiL - '@9 tT.t$i -8tT9v "1'q 6eap llOP¢oxru ' 1zN 6rvT4YA u4W[owawEAilsPslwP .. '69 gTACE- 1/{X1/Ifi'BWGLE6 Ap1E6NE TAPE FOHq BEAD M1B@ 60 aPot3 " ROLLER HOLEPOIG '- 101 'TN6) BPUNP{P ' taz'- +Ls6.-.. ne60 PJ6ivW0 tW Stm ' fiteryi, t'NEEPEfl _ 1b Bbt T6gtEEP GCPEEN ILCK XEEPER 1W t '@+i9e0 FOED VANELCIP-P LOMO '- +p0 @t RGpe'D ANELPEfAYER 1N- 119a TfiY - !W.'BlE-MEPpPPA4FA IIHTNNB TUPN IW HP" .i tq jYSA4£K DFXlEfipR KV{L\f ' 1 t}31 -- >@14j5N Ht KR•R€CE6S WF<�PY/IINTIKINS NRP 11 ' tT&' iBlfi }VtE :11ELE96FU F%IEfWRPYL ' fll i1WIXPP6DAx al0A9M'PN PN TE •6.6. tt3 tD} @19fB - 8N..3m%.1m:FF16EAL 116 '1T13 'Bid' .f6TX.13a FlA f a 11WfIf6vP afMt1IT - tfp Tlptyoi ' I5B eCPD#' a1a X1 §1. 61L 41> 1LK ' a143PX16•@T. SII 1a1 -' i9W" '0'PAMcl9WtCKET T3 '. P9#t tw•tEK OQkW .. .. p11S 1I 0W I� 0 UN. aszs• I�JJ1�OIL��JIL ooBr�.��JijV—oaTr J a]sr IL Jl�YI�PtIL' IyOJ/�lrp'•I"'1_I31( 4.Oer O�y, o.OW GIAZWG MAO MG. B.oW MIERLIX'1(6LPFWLVVER FTVJAE 6LHEW OOVEq GViZINO BPPO151NO1E1 BILL�ggLK (T9 Ml.TL:6lV}TB L-0 PANELL3�IP (0.M11' LIATtiBW}TB (al M/•Tl: TB (iBI MAil:80yS.TB (111AGTL BOB3�T4 (COSY TL 4 4.1xS 4.1W W449' 1.001' 1211•V.OBf•0�CK BItI S0P90TTDM BOl1TIM RPR (x)MgTL:BBB}18 y� '�T IT)r'^�u(A6J'TB s'(BB)MPn:9082-18 B.9T0' 4II�}llll s-/ t. IA4r 4221• , omc o.Oor I I.BBs B I,JJ• 1,Byy LU TbL ISE� tb• �10 MATL:OOB}TB 1.B]r I O.OBS6ILLJW ^y�REEN EM MMO 0.281' (B1�BTY: G:IOd.T HEAyV DUry6_TIL�E .HEAVY WTVASTRAan1 0. IA1P (41(�QfIBYM (BBj MATL:OC6ITB B089' IA51• t211'O.OBO' � 12 z- CNNEAD B2W ' Il EOBBT MFORGEM�NT 'j i` O.TW' j9b�Mp'h-C'BBYTB 0.0Br I OABr 3" 0.7W' .rM JAMB 05)fl (fl) LfiOB}ib (1574 CREFN sTLE Iw MAn:B08}TB �1 I.WS OAST 1968' O.OBO' 0.]OB' 4 • r 1.tBT o.ss IM3. - 'MD PAN¢ RETMr 46T4' IABB' tO61MA lB TB SCREENTOP MR (45)MATLN 461.U2. IMLEHLOCN - (02)IMTL: T4 O.Dr L 6CREEN O.or OTM RAR 029] {t8)NAn:BOa}TB OAS. 1455' 0.20Y a20S 9.955 2.BB6. Omr � 1 r {I1 O.mY B.om• I = O.aer --.1— RSEfl RUSM BO%sRl N6ER LOWRATSLL PI6FIi MEO. FlAr5 Lfl15 NIGHftNTBLL RI6ER 1B}TB Il'. ( )Mh—}TB 't MATL•W6}TB l':3)MAT'L. BO&}TB =M:N Mor