6773, 6775 Basswood Ct - Laserfiche WebLink

Browse Search

Non 21ftA r GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW T FLORIDA1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTSHE OF BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE VIVHZ)• 11,1/8•" TIP-TO-IIP WIDTH 62-1/8' BUCK MflDTH 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 62-1/8" BUCK WIDTH - - tVISZ�6GHT 49118" NO ANCHORS _ 49.1/8' 9) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI•DAOE COUNTY APPROVED MASONRY REQUIRED IN VISIBLE LIGHT ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM 090 CONCRETE FLANGE - B - 9" MAX' 3" MAX MASONRY UNITSAD CNCRETE WITH MIN, KSI PER ANCHOR TYPE, SEE TABLES 6 & 6, SHEET 4 & 5. FRAME HEAD 4) MASONRYANCHORS MAYBEUSED INTOWOOD AS PER TABLE 5,SHEET 4. ALLWOOD BUCKSLESSTHAN A1-1/2'THICK ARE TO BE CONSIDERED 1XINSTALLATIONS. 1XWOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED-__---- - VBIBLE_ND TX BUCK RB ER. 1X A OM " ICK OR G AT 8" . FR•1 TH MAX E %ARE1 RDIRECTLYED SUBSTRATE, WOODBUCKSOPERL DAS2 I (WHEN U9EO) 9HALL BE bESIGNE4 TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN CENTEROF 210 LX3HT rVISIBLE ELATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, MEETINGMAX. O.C. 78'LIGHAND INSTA TIP•TO e" MA,%. O.C. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORSTIP 6) _._.____-I-IT LCAI AM IR I L4FD ON ALL - I. I_ uc... OF SUFFICIENT LENGTH AB 5FEGIr'It:U UN TABLE a s o, vnccl -I -••: -- ._..., ._ _ __ FOUR CORNERS OF THE FRAME, INSTALLATION ANCHORS SHOULD BE SEALED,;VERALL SEALING/FLASHING STRATEGY FO77 R WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND Is BEYOND THE SCOPE 1-{`jI�- / A - BUCK HEIGHT _ �. / 77 BUCK OF THESE INSTRUCTIONS, 8" MAX. FROM ER OF DENT FLUSH ro r HE J IS NOT FL H - _ � / HEIGHT 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT BUCKS, BY OTHERS, MUST BE MEET: NG SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS, WOOD H RAIL - / / 23" / SUFFICIE WLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW, ( 1 MAX, O.C, - - 7) DESIGN PRESSURES; S PER ASTM - -� A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLA9 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, 6TRUCTURAL TEST PRESSURE, FRAME MAX NO ANCHORS REQUIRED 3'MAX, J ANALYSIS AND GLASS PER ASTM E1300. _ IN FLANGE FRAME SILL --►{ -+- 8" MAX. O.C. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOMS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 331I3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP- FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION THIS PRODUCT. THE 1,6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS IWO WOOD. - - (TESTED UNIT) (TESTED UNIT) ANCHORS THAT COME INTO CONTACT WITH OTHER DISS114LAR MATERIALS SHALL MEET THE REQUIRBMEITS SS OF THE FLORIDA BUILDING CODE FOR CORROSION RSSISTANCE, 9) REFERENCES: TEST REPORTS FTL-6479; ELCO ULTRACON NOA: ELCO CRETEFLEX NOA; ANSI/AFSPA NOS-2006 FOR WOOD CONSTRUCTION AND ADM-2006 ALUMINUM DESIGN MANUAL. - - GUIDE TO SHEETS. 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME).. _ GENERAL NOTES ............ 1 - ELEVATIONS ............I OESIGN PRESSURE RATING IMPACT,KATING DESIGN PRESSURES ........2 & 3 . VARIES. - NOT RATED FOR INSTALLATION. FLANGE..........,, 4 SEE SHEETS 2 & 3 IMPACT RESISTANCE INSTALLATION, INTEGRAL FIN...0 ..... 0 ANC -OR QUANTITIES.,. H WINDOW SHAPES AND SASH CONFIGURATIONS A9 SHOWN BELOW OR SIMILAR, MAYBE USED SY INSCRIBING THE - '- GLAZING DETAILS ................. . 7 EETS (SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SH 2 & 3. CORNER ASSEMBLY- - 7 EXTRUSION PROFILES..............6 PARTS LIST .. . ...................8 WIDTH -•r{ 1-•*-- WIDTH- .. PRODUCT REVLSED as oamplying Tvifh the FlVd Building Cade Il - 0)3, expi lvc Na I(a , Revleed By: pate; Revtelon; Bapirenpn note oM�j�FR , JJ 10/10/11 2010 FBC NOTE B / HEIGHT - pENSE• yy - HEIGHT �� Q2' �T * �� Ravlaed ey: Eat.; Revtelonl JNlem Dade Pmduet Conl -1r . No. 5B706 - />� DeecNption: Drown ay: / �/ �'•,�>Ite 41 we GENERAL NOTES & ELEVATION J ROSOWSKI S7A1 D ��' 1070 TECHNOLOGY DRIVE TWO: eaunulre PROVIF.W/OMEL ARCHTOPPROVIEW/ORIEL RADNBTOPEOUALLIIE X�''., FLOM -''1;��\ N. VENIOE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - 05/11/11 S ,v P.O. BOX 1529 NOKOMIS; FL 34274 Sense/Mode/ Sash: - t .0rowinq No. RevA..• A. LYNN MILLER, RE- SH-200 NT5 �MD-SH2O0-01 oa MILLER - CERT. OF AUTH. #20298 'ABLE 4: - - - IDesign Pressure (Ibs/ft2) for Glass Type B -J, Fin & Flange Frame Maximum Sh Height' Sash Maximum Window Width' Height' (see Figure A, this sheet) 33" 37" 41" 45" 49" 11-9116" (Equal Ute) 19-1/8" +66.0 I -90.0 26-112" +55,0 +55.0 -90.0 -80.0 +55.01 +66.0 .90.0 -g0.0 'PUT•90.0 +66,0 - 00.o +55.0 -90.0 +6b.D -90,0 +55.0 -90.0 +56,0, -84.3 +55.0 -90.0 +55.0 -78.0 +55.0 -9D.0 +55.0 -719 +55,0 23" under 18-9/16" +55.OI -90.0 37" -90.0 +55.0 -90.0 +55.0 : •90.0 +65.D -90,0 +55,0 -90.0 +55.0 -90.0 +65.0 -81.1 +55,Q -78.0 -73.4 +55.0 -72.9 1B-9116" (Equal Ule) +55.Q +66.0 j +55.0 -90.0 -90.0 +55.0 +55.0 1 •90.0 -90.0 +55.0 j -90.0 +55.0 -90.0 +55,0 1 -90.0 +55.0 -88.5 +55.0 •84.3 +5.•81.8 +550,17T7 +55.0 -75.0 +55.0 1 •66. 5 55.0 -7 1.2 over 18-9118' +65.0 •90.0 8 under 15 7l" +55.0 I -90.0 3838 15-7/8" ttxu 18-3/18"' +5 5.0 -90.0 +55.0 . -900 +5.0, -80.0 +55.01 -90,0 +5 .9 +5.0 -87.8 +55.0 -78.8 +55.0 I -71.2 +55.0, 19-114" (Equal Lite) +55.0 -90.0 +55, -. . +55.0 -90.0 +55.0' -90.0 +55.08B,5 ' +65.0-81..8 +55.0 .75.0 +550' 8 . .. overl8-t4° +65.0 -80.0 +55.0 +56.0 -90,0 -90.0 455.0 -90.0 + 2 +660-68.3 . -85 +50 597 under 19.9/16" 1 +55.0 •90.0 +555.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.01 -89.1 +55.0 -78.5 +55 0 I -70.0 +55,0� 63.0 45" 19-9/16' thru 22-518" 22-9116" (Equal Lite) +56.0 +55.0 -90.0 -90.0 +55,0 •90.0 +56.0 -90.0 +56,0 -90.0 +6&0 -89.3 +66.0 -78.5 +55 0 70,0 +55,0 , 63.0 1 'over22-9/18" +55.0 90.0 -90.0 +56.0-90.0 +55,0 j -90.0 +55.0 +55.0 -90.Q -86.0 +55,0 -86,5 +55 0 -61.8 +55.0 -80.2 +55 p ! -75.7 +55.0 -73.2 +55.0 -69,2 +55.0 06.3 +55.0 82.8 +55.0 +65.0 +55,0 57,7 _�. ' +55.01 -59.1 under 20 1/8' +66.01 20.1/6" thru 24-1/2' ° +65.0 -90.0 +65.0 -9D.0 +55.0 -90.0 +66 0 -90.0 +55.0 I -84.8 +65.0 -74.2 +55.0 I 65.9 +55.0 � fi6.9 +65.0 -59.1 49„ 24-8118" (Equal Lite) +55.0P-1:0"000 +59.0 -90.0 +55.0 -90.0 +55.0 � -90.0 +55.0 -84.8 +55.0 , -74.2 over24-9/16" +55.0 +55.01 -90,0 +55.0 •86,0 +SS•0 81,8 +b5Ar -75.7 +55.OI -69,2 +55,0 62.8 +55,0 -57.7 +550' -55.8 under2013116' +65.0+55.0 "90.6 +65.0 -@3.5 +55,0 -79.1 +55.0' -74.0 +55.0' -67,361.9 +55,0 j -72.7 +55.0 I 64.5 +55 0�`57.8 +55,0 - •90.0 +55.0 -90A +55,D -90,0 0 80.0 +65,0 -63.2 +55 0 -83.2 +65.0) -72.7 +55 01 •t34.5 +55,0 -57.8 20.13/16" thru 2411l16"' +55.0 5ar�g• 24-/4" (Equal Lits) +55.01 -90.D +65.0 -90.0 +55.0 -80,0 +55 +55.0 -67.3 +56.0 , �1.9 +65.0 -56.8 +55.0 -90.0 +55.0 , -83.6 +55.0 -79.1 +65.0 -74.0 +55.0' -60.0 t +65.0 -58.5 +53.2 53.2 +49,6 -09.6 o 24_3/4 +55.0 -90.0 under24-15110' +55.0 -87.9 +55.0 -75.6 +55.0 +55.0 •65.7 l -74.1 +55,0 -62.3 +56.01 -74.1 +56.0 f -74.1 +55.0 -65.5 +55.0 j 57.6 +61.1 / s 24-15/16"ihru 30 5.8' +55.0 61" •87.9 +65.0 -75.8 -75.8 +55.0 -74.1 +56.D1 -74.1 +55,0 -74.1 +55.01 -65.5 +55.01 -57.5 +51,11 51.1 30-9116" (Equal LAB) +56,01 87,9 +56.0I +65A I -74.1 +65.0 -74,1 +66.0 -74.0 +56.0 , -65.b +55.0 57.4 +61,1 -51.1 over 30 9/16" +55.0 87.9 +55.0 +507 -75.8 20 , +5.-59:9 +55, i +56.0 •57.8 .,SSO 5 4 54..5 -64.5 r51,3 -51.,3 +55.0 56.5 +.48.3 +50.2' 50,2 under 25-314 +55.0 -83.9 26-3/4" thn31 68' +55.0' 83.8 , +.0.717 63' .08.4 -69A , +5510 .69.4 +55.0 •69,d +56.0 1 -64.5 +56,0 565 50.2 2 3-9/16" (EquaUS) +55.01 9 +55 . -71.7 +55.0I 69.4 6 4 5 +55.0 -64,5 +55,0 �6.5 +50,2 •50.2 oe31-8/16" +55.0 +55.0 -56.3 +52.1 -52.1 +51,5 -51.5 50.Q +q6,4 r -06,4 under 29-314" +55.0 b8.3 -56.3 +51.5 -51.5 +615-515 --¢1.,5 +46..4' 48.,4 29.3/" thru 38 518 68.3 73' +52.1 ' -521 +51,5 -51.5 +51.5j -51,6 +b1.5 -51.5 ' 516 51 +555 +46.41 64 (Equal Lite)+55058.3 +56.0 �8.3 455.01 3 51,5 -51.5 +51.5 •51.5 536-9/18" +51.51 +641 46.4 o ar 38-8/16" +55.0-683 +60.8 , -60,8 +46.3 -48.3 -46.3 +48.2 , A5.2 +46,2 45.2 +46.0 -45.0 +d5.0 I -45.0 +45.0 145.0 +45.0 45A +45.0 , -45,0 +45.0 • 45.0 +45.0 , -45,0 +45.01 45.0 udder 31.3/4- +55.0 62.5 78" 31-3/4" thru 39" 3 +55.0 -82.5 +50.6 -50.8 +46.3 +46.3 46,3 +45.21 -05.2 +45.0 -45.0 +46.01 -45,0 +45.0 -45,0 +45,0' -46,0 39-1116" (Equal Lite) +65.0' 62.5 +60.8 -60.8 I Tip-lo-tip dimensions for Range windows shown. For fin windowS or buck dlmenslonS, 9u0i10ot ' Overall sash height. For clear daylight height, subtract 3-9/16". 1 She range includes the standard Pro -View (3-0ver-2 configuration) for the given Window Height, - For overall sash width, subtract 2-16116" from the buck dimension. TABLE 2: Monolithic Glass Types PRODUCT REVISED es complYiaB with the Florida A 1/B" Annealed BuiIJin8 Coda I Irk B Ile" Tempered Accep1fl°ee P.xplmtron DNe ' C 3/16" Annealed D 3/16" Tempered Mlami�e raduct CoN o}r) E 1/4" Annealed F 114" Tempered >� r T Insulated Glass Types G IW Annealed, 1/4" Abspece, IW Annealed H 3/10" Annealed, 3/16" Airspace, 1/8" Annealed I tt8" Tempered, 1/4" Airspace, 118" Tempered j 3116",Tempered, 3116" Airspace, 1/8" Tempered O n 0 d LU � Q . Z Q � Q FIGURE N SASH Q m CROSS SECTION Z Ld Z - -- U) (WITH I.G. CLASS) 8 r (%I A Z �Z Z O T_ II d0 $ LLI L �_ � VISIBLE LIGHT I I SASH HEIGHT � in G9 HEIGHT I II I SASH HEIGHT - 3-0/16' It I I IIa 1O N 2 U Di oZ \v� •2� w NOTES 1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS A). _, - TYPES B - J. NOT APPLICABLE WITH 1/8' ANNEALED GLASS (TYPE OR; j Z Tn " Z 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH ON THE TABLE. •, Y�0'•. a HEIGHT DIMENSION SHOWN y�� ' •.,... ..'��`\ '' 0 d tI IIIIII` INSTALLATION DETAILS FOR FIN FRAMES EDGE DISTANCE - EDGE - DISTANCEEDGE EDGE i/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND -`-I -_ DISTANCE DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE �- 1/4" MAX SHIM TYP. ANCHOR TYPE, TA, 8 THfS SHEET EMBEDMEN7 D AN EDGE 2X OD SEE 2X WOOD, DISTANCE PER SUBSTRATE, -� O NOTEWO2, THIS 2X WOOD, SEE NOTE 2, THIS SHEET SEE NOTE 2, SEE TABLE S, THIS SHEET. SHEET INSTALLATION - EMBEDMENT - OPTION 6 EMBEDMENT I THIS SHEET 1 2X WOOD, HORIZONTAL SECTION C"C 8 CURVED HEADER EDGE ----_,--_ EDGE INSTALLATION DISTANCE �, .._---•_,.-_ DISTANCE ,-'-` SEE NOTE 2, 41 27 TANCHOR HROUGH THE FIN E --� ED THIS SHEET 20 THROUGH THE FIN EDGE 01 }I EDGE 12 B1 10 EMBEDMENT DISTANCE f DISTANCE 1 -._-_ 1111 EMBE F DMENT - --- I 1/4" MAX SHIM A 114" MAX SHIM . 8 11 TYP. ANCHOR 98 PE, EMBED ISTANC D EDGE DISTANCE II q - TYP. ANCHOR TYPE, PER SUBSTRATE. U 9TRATE INSTALLATION EMBEDMENT AND EDGE _/ 2d I _ OPTION 8 DISTANCE PER SUBSTRATE, E TABLE 8 THIS ION - _- -- _ SEE I INSTALLATION - 84 INSTALLATION ANCHOR TABLE THIS SHEET. INS l SHEET. SEE A 8 SH �L _ T 6 -32 OPTION TALLATION A THROUGH THE FIN I-.,-,-.--�- (NAIL.) VISIBLE 3!0 INSTALLATION A3 EXTERIOR LIGHT I - - OPTION E ANCHOR($CREW) T-- VISIBLE LIGHT WIDTH -- HEIGHT 61 30 STRAIGHT HEADER THROUGH THE FIN - '-•"' INSTALLATION ANCHOR BUCK WIDTH EGRESS FORMULAS ' 29 (SCREW) THROUGH THE FIN (EQUAL -CITE) - - 'WIDTH: BUCK WIDTH _ 3" MULLION SECTION HEIGHT: BUCK HEIGHT/2-5-43116" DADE APPROVED MULLION, MAY EXTERIOR - 8 I N VERTICAL OR HORIZONTAL. MAX. VLSI' LE LIGHT FORMULA (� INSTALLAT O _ va HIM. SEE SUBSTRATE f $ E UAL -LIT 2.761" a OPTION % _ PROPERTIES, TABLE 8, THIS SHEET, ( Q �) USE EITHER INSTALLATION - ( )' BUCK LATCH (# 29) OR WIDTH SASH BUCK WIDTH • 4.1116" ANCHOR (SCREW) WIDTH (FIXED): BUCK WIDTH - 3" -HEIGHT 32 BOTTOM LOCK ) - 1/4" MAX. SHIM - HEIGHT; (BUCK HEIGHT -6-1r18")/2 (#11), TESTED THROUGH THE FIN EXTERIOR 8 _ 35 UNIT LOCATION: --- WITH FIN 8-E8" FROM #10 STEEL REMOVED VENT END. TABLE 6: 64 SELF -DRILLING � - --- - VISIBLE I -J' \ SMS (G5) LIGHT �../ HEIGHT 11 EXTERIOR n V 43 ALUMINUM/STEEL FRAMING OR STEEL 31 20 STUD, SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET, NOTES Anchor Substrate Min. Edge Distanae Mtn. Embedment 2-1/7 x .11F Box Nall P,T, Southem Plne (SG • .55) 1/2" 2.711Y' 2-1/2" x , 31" Common Nall P,T, Southern Pine (SG = ,65) 9/10' 2-7/16" 2-1/2" x .146" Roofing Nall I P T Soulhem Pine ( SG - ,55 ) 911 0' 2-7/18" #10 Steel SMS Screw (G5) P T Southern Pine (SG - .85) - 3/4" 1-3/8" Aluminum, 8083-T5 min. Steal Slud, Gr. 33 min. 3/8" O.D38 A39 Steel 310" t18" PROT)UCI' RBVl6ED' w ,miplyi,rg with Ore Fluride / 1) USE ONLY SUBSTRATE 1 I I I , MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE, gutldihg Coda 1/4" MAX SHIM 1 A.wpW . No a13. 2 APPROPRIATE ANCHORS LISTED \Y VY N 4f v,, Revleed By: Dale: - Revblom E. k.tion Onle O/(O _ ON TABLE a OF THIS SHEET, - (,N ....,,. /14 i1 L TYP. ANCHOR TYPE; FOLLOW EMBEDMENT AND EDGE ��4�,.•V10ENSE F•Q JJ 10l10/11 NO CHANGE BY EMBEDMENT AND EDGE --- EDGE DISTANCE LIMITS, ANY P .•' ' , * Revfa.d By: o s. Revleron: Mium ado Product Con DISTANCE PER SUBSTRATE, -� -"•`•, DISTANCE INSTALLATION OPTION SHOWN 7k ,/ SEE TABLE 6, THIS SHEET. C;� MAY BE USED ON ANY SIDE OF THE No. 50T06 J�----� EDi3E WINDON/, fit' - Dee<ApUon: - 0rolva By: ----� T- DISTANCE a• INSTALLATION. _ 2)2XWOODFRAMINGORRUCK ;� 6TnT"e'oF (( W�c FIN FRAME INSTALLATION DETAILS J ROSOWSKI OPTION 6 -EMBEDMENT 1.1/2' THICK OR GREATER, t7 '<T '':. FCORIDP,•''��_� 1N�VENICEOFO03427SE nt1e: Dote: INSTALLATION ANCHOR 2X WOOD, SEE NOTE 2, THIS SHEET 3) VISIBLE LIGHT WIOTH OR HEIGHT `�tS "" CY SINGLE HUNG WINDOW INSTALLATION - 05/11/11 (NAIL) THROUGH THE FIN , S/ E �� P.O. BOX 1529 _ (ALSO REFERRED TO AS DAYLIGHT �' ,,ONA> < t t, NOKOMIS; FL 34274 sedas/Model: Spalq: Drowrng Na. Rev: OPENING) IS MEASURED FROM A. LYNN MILLER, P,E. VERTICAL SECTION D-D BEADING TO BEADING. P.E.#fie7os CERT, OF AUTH. #29296 SH-200 NTS MD-SH2O0-01 A INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETECMU OONORETEtCMU -•--- PERANCHOR PERANCHOR TYP. ANCHOR. OPTIONAL ADDON 13 EMBEDMENT -� REQUIREMENT REQUIREMENT i TYP@, INSTALLATION FLANGE @ HEAD' 3 E SILL 8 JAMBS MS&DMENT AND OPTION 1 ; 1/4" MAX 41 -- 27 EDGE DISTANCE CURVED HEADER- - - _ _- SHIM PER SUBSTRATE, INSTALLATION INTO WOOD - EDGE 12 81 10 SEE TABLE 5, 2X, SEE NOTE 2, THIS SHEET. - �] - 1 �� C'- DISTANCE ". - THIS SHEET. _ EMBEDMENT --- �'- -- TYRANCHOR __JEMBEDMENT TYPE, 71/4" MAX 114 EMBEDMENT _ -_- _ EDGE SHIM MAX ��111111 AND EDGE O DISTANCE TYP. ANCHOR TYPE, SHIM DISTANCE PER ----- 24 SUBSTRATE, - •-�^•2 -- r � -•m- EMBEDMENT AND SEE TABLE 5, 32 EDGE DISTANCE 1 1.466" THIS SHEET, PER SUBSTRATE, 43 64 EXTERIOR INSTALLATION L-- Ii SEE TABLE5,THIS i INSTALLATION I) 38 INSTALLATION � OPTION 3 SHEET. OPTION 1 VISIBLE LIGHT WIDTH INSTALLATION ANCHORS VISIBLE 'STRAIGHT HEADER OPTION 2 IDTH - THROUGH 1X BUCKSTRIP LIGHT I - INSTALLATION ONTO - INSTALLATION RUCK W HEIGHT 61 , WOOD 2X. NC%ANCHORS ANCHORS DIRECTLY - - TIP -TO -TIP WIDTH - INTO MASONRY, �., REQUIRED Pi HEADER. INTO MASONRY, HORIZONTAL SECTION A -A 28 - E O MU T.T -`•-I �-.-- 1(4" MAX. SHIM _ ` #12 STEEL SELP-DRILLING:, C44� SMS (05), SEE 2.761" 9 8 TABLE 5, THIS � jr SHEET r/I BUCK EXTERIOR HEIGHT LATCH1#29)OR INSTALLATION BOTTOM LOCK OPTION TIP-TO•TIP 132 (#11). TESTED INSTALLATION _ UNIT LOCATION: ANCHORS HEIGHT 6-8/8" FROM t35 I DIRECTLY INTO I� 1 B4 VENT END. METAL. VISIBLE I . LIGHT ! II \, ALUMINUM, STEEL FRAMING OR EXTERIOR HEIGHT li / 34 DADE APPROVED MULLION, $TEEL STUD. SEE SUBSTRATE EGR SS F R CAS (EQUAL-LITE) WIDTH TIP -TO -TIP WIDTH • 4" HEIGHT: TIP•TO-TIP WIDTHR - e-6116" VISIMI r LIGHT FORMULAS .(EQUAL-LITE) WIDTH (SASH): TIP -TO -TIP Wi07H • 6.1/16" WIDTH (FIXED); TIP -TO -TIP WIDTH - 4" HEIGHT: (TIP•TO-TIP HEIGHT- 7.1l10')/2 II PROPERTIES, TABLE 5, THIS SHEET. V / I NOTES ��3 �41) USE ONLY SUBSTRATE-Ar PROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS, ANY INSTALLATION OPTION .SHOWN MAY BE USED ON AtI SIDE OF THE WINDOW, 2264" 31 20 lCK ARE TO BE I 1 INSTALLATIONS, WOOD r- 2) MASONRY ANCHORS MAY B USED INTO WOOD AS PER TABLE 5, THIS SHEET, ALL WOOD BUCKS LESS THAN 1-1/2" TH CONSIDERED X INSTALLA N$. BUCKSTRIP, �• 2) IX WOOD BUCKS ARE OPTION L IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER IX AND 2X BUCKS SEE NOTE 2, / (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION 16 THE RESPONSIBILITY OF THE PRODUCTREVISED ENGINEER OR ARCHITECT OF RECORD. ns complyirfg Idlh tiro Florida THIS SHEET. - t I I I, I 1 Deifdin6 ode _ _ 1 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO t 1 / A-Ptt wNo I I-)01 2 LYN Revrsad By: Dates Rairlon: Ea irelten Dn o Ga -- -�- REFERRED TO AS DAYLIGHT OPENING) IB �� pF1y , .. N 4q1/ 4, MEASURED FROM BEADING TO BEADING. �'��',. '�iGENSF • , �F,P JJ 10/10/11 NO CHANGE By� 1!4" MAX SHIM Y' ' Rev7eed By: Dolor Revreron: Mlom1 ndc Product Lant�l- NO ANCHORS CONCRETE PER REQUIRED IN ANCHOR i..O' G(, - ® D-Hpiron: Drown By: FRFLANGEAME SILL REQUIREMENT �'�} (p (D /) �` - - FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI '' STAT OF - 29 -,,.FCORID� \G,\�� 1070 70VE TECHNOLOGY H OLO 34275E IWO: Dote: /Q "" \`�,� P.O. BOX . 34 SINGLE HUNG WINDOW INSTALLATION 05/11/11 ,,, NA(-` 1( NOKOMIS, FL 34274 Sarre> odsl: Scaly. craw np No. Revr VERTICAL SECTION B B A LYNN IAILLER,IP.E. LJ- _ P.E#59705 CERT. OF AUTH, #20296 S, 1200 NTS MD-SH2O0-01 A Aluminum, 6063-T5 min. I Steel Stud, Gr. 33 min. 1 318" 0,0340 (20 Ga)" A36 Steel I a/6" 1/8" P.T. Southern Pine (SG .66) 1 1" 1.3/8" MIAMI-DADEMI EwMIAMI-DADS COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, ANDREGULATORY PRODUCT CONTROL SECTION1 1805 SW26 Street, Roam 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786)315-2599 NOTICE C OF ACCEPTANCE NOA wivrv.miamldnde.eovlucra/ PGT Industries 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority HavingJurisdiction urtsdicti on AHJ This NOA shall a no be valid t altd 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 manufactures will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within' their jurisdiction. PERA reserves e h@ - t rl ht t0 revoke vok this acceptance, ' htf ilt is date t•�ni gdetermined b Miami -Dade Iv1t mt D y ads County Product Control Section that this product or material fails to meet dhe requirements of the applicable building code, This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-200" Aluminum 3im,gle Hung Window - N.I. APPROVAL DOCUMENT: Drawing No. MD-SH200-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05/11/11 with revision A dated 10/10/11, prepared by manufacturer, signed and seated 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 p name or logo, city, state, . model/series, and fallowing 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 g in the materials, use, and/or manufacture of the product or process, Misuse of this NOEL as an endorsemen t 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 140A 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 # 11-0614.01 and consists of this page I and evidence page E- 1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MuBt>�I E COUNTY,1111111111 NOA No. 11-1013.12 rNOW Expiration Date: September 01, 2016 Approval Date: Decernblr 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. NW-SH2O0-01, titled "Single Hung Window histallatim" Sheets 1 through 8 of 8, dated 05/1 L/I I with revision A dated 10110/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.& B. `PESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Enfty Test, per FBC 2411 3,2,1, TAS 202-94 along with marked -up dra-wings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens I thru 26, dated 03/28/11, signed and sealed by Marlin D, Brinson, PY. (Stibtrtifted i,fnder previartrs NOA #11-0614.01) C. CALCULATIONS: I. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 06/08A 1 and updated an 10/07/11, prepared, signed and seated by Anthony Lynn Miller, P,.E- 2. Glazing complies with ASTM E1300-04 De QUALITY ASSURANCE 1. Miami -Dade Department of permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEA'IENTS 1. Statement letter of conformance to the FBC-2007 and FBC-2010, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no fillan(cial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.B. 3. Proposal No.10-1066 issued. -0y BNC, dated 11/09/10. signed by Ishaq Chanda, P. E. G. OTHERS 1. Notice.of Acceptance No. 11-0614.01, issued to PGT Industries for their Series "SH- 200" Aluminum Single Hung Window - N.I., approved on 09i01/ and expiring on 09/01/16, IIIA Man erez, P.E. Product Cont Examiner + NCIA No. 11-1013.12 Expiration Date: September 01, 2016 Approval Date: December 08, 2011 E-1 U In N 1 ZITI m W< DO -.0 '0 Ir K Z_ 00 Q N - $-A>. Ul F- Cl r ID Q1 l!1 (UAIIIIIIIIIIIIII N .. , 0 ITI in co Ix a Z I :� w in w �E. 0 < , . n Q u < Z } m 00) Q 01 � ai . n F 1 fll In w (n rn p jw LU N U. mLL O s 3� WOR R'dt, f.i>r_G . . .J •.. s d'.• -.p:,: rc - -- -- ---- -- --- -------.