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HomeMy WebLinkAboutEngineering 2 12 Surr. P4-ea By Label 113 pp. Aurm = !do 1-2 Nov 9 2 .20% PERNI G St. Lucie ccunt'YJFL wa C A saw 146 1 N 39 FILE COP ,!, &aoae- EAST COAST ALUMINUiv; PRODUCTS,INC. 913 Edwards Road Fort Pierce,FL 34982 P,e,a a (772)464-7600 283-566t. GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 'TIP-TO-TIP WIDTH - 52-1/8"BUCK WIDTH 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-1/8"BUCK WIDTH NO ORS 4g1� 49-1/8" 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY VISIBLE LIGHT N ANCHORS.MATERIALS USED R IRED IVISIBLE LIGHT ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE FLANGE Mme' MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5 8 6,SHEET 8 5. B FRAME HEAD 3"MAX. --tD 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4,ALL WOOD BUCKS LESS THAN — --1- A � — 7 C 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE I-1/Z THICK OR GREATER.1X AND 2X BUCKS 8"MAX,FROM ------� — yI5-1/2' _ I 35-12" (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN j 1 --- .L{/ AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. CENTER OF i iI 21• LIGHT — /*� VISIBLE MAX 78" / LIGHT MEE RAIL OC TIP-TO MAX.O.C. 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF / TIP j SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6.SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALL HEIGHT FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEAUNG/FLASHING •• ----- A 77• C STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE BUCK I I OF THESE INSTRUCTIONS. HEIGHT /I 77" 8'MAX.FROM / L_. I L.— BUCK 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF 1 I HEIGHT SUBSTRATE,USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING —1 SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL I / 23• / MAX.O O 7)DESIGN PRESSURES: 11 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. I -� L—+D S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME B• r L-- B NO ANCHORS REQUIRED _ ANALYSIS AND GLASS PER ASTM E1300. IN FLANGE FRAME SILL 3'MAX �-- 6'MAX.O.C. THE REQUIRED THE DESIGN PRESSURE.THE 333 THODS SHOWN M%STRESS INCREASEEN DESIGNED TO E NOT BEEN USED IN THE CORRESPONDING OF TO TYP.FLANGE FRAME ELEVATION TYP.INTEGRAL FIN FRAME ELEVATION THIS PRODUCT.THE ANCHORS THAT COME6LOAD INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUREMTION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTOWENTS (TESTED UNIT) {TESTED UNIT) OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)REFERENCES:TEST REPORTS FTL-6479;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR GUIDE TO SHEETS: 4001 SERIES(FIN FRAME). RAT I G IMPACT RATING GENERAL NOTES............_..........1 VARIES, NOT RATED FOR ELEVATIONS................................1 SEE SHEETS 2&3 IMPACT RESISTANCE � DESIGN PRESSURES...........2&3 INSTALLATION,FLANGE_..........4 STANDARDS USED: INSTALLATION,INTEGRAL FIN...5 WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE •2014 FLORIDA BUILDING CODE(PBC),STH EDITION ANCHOR QUANTITIES.................B SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. -ASTM E1300-09 GLAZING DETAILS......................7 •ANSI/AFBPA NDS-2012 FOR WOOD CONSTRUCTION CORNER ASSEMBLY._................7 ALUMINUM DESIGN MANUAL,ADM-2010 EXTRUSION PROFILES................8 —►I IF —►I PARTS LIST...................................8 WIDTH WIDTH •AIS131DO-07/S2-2010 i r 7// 1 PRODUCT REVISED as c—plying with do Florid- Building Code ro No IG-6505.0 Z •, :Lv::�." Ravlsed ey: Date: Ravrawa: p., DataADDED IG SPACERS. 21 HEIGHT HEIGHT '1• ,(�^� JR 04/22/16 CORRECTED 9ASH HEIGHTS By F•.^; 2: '• ''" Miam'Duda Prodacl Don Ravreed By. Data: Ravtekn: ., 59705 ® Gsorlp ERAL GENENOTES&ELEVATION J ROSOWSKI 5 7c OF EQUAL IIiE PROVIEW1ORIEL ARCHTOP PROVEW I ORIEL RADIUSTOP EQUAL IITE c,Ctl,�pt,, 1070 TECHNOLOGY DRIVE Tide: �'1 N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 ,,r(�:\�l• ?,. P.O. BOX 1529 NOKOMIS;FL 34274 Sa,rao�6fadel: Scale: Sheet, DraWing No. Rev: A.LVWi,58705 RE CERT, OF AUTH. #29296 SH-200 NTS 1 OF 8 MD—SH C P.E.W 6870.5 I TABLE 4: TABLE 2: Windmum ow Sash Height? Design Pressure(lbs/Ie)for Glass Type B-J, Fln r3 Flange Frame Monolithic Glass Types �ccrDlTcrRsyssBr� A 1/8"Annealed complying w m If.Flarw Height' {see Figure A.this sheet} um dow Width' Bmra ns t�at B 118"Tempered cePmnce No 1 - .022 19.118" 28-1/2" 33" 7" 41" 45" 49" 53118" ^�pirmimrDae C 3/116"Annsated 23" 11.9116"(Equal Lite) +55,0 -90.0 +55,0 90.0 +55.0 90.0 1+Sr.V .90,0 +55.0 .90.0 +55.0 -90.0 1+55.0 90.0 +55.0 -90.0B1. D 3/16"Tempered �9iyui Prc dun under 1"118" +55,0 -90.0 +55,0 -MG +55.0 -90.0 +55.0 -90.0 +55,0 -90.0 +55.0 •84.3 +55.0 78.0 +55,0 -72.9 E 114"Annealed 37" MIT"(Equal tate) +55.0 -90.0 +55,0 -90.0 +55.0 -9Q0 +55.0 .90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -81.1 +55.0 73.4 F 114'Tempered over 189/18" +55,0 -90.0 +55,0 -90.4 +55.0 .90.0 +55.0 -90.0 +55.0 -90.0 +55.0 44.3 +55.0 78.0 +55.0 .72.9 _ under 15.7/8" +55,0 -90,0 +55.0 4D.0 +55.0 -90.0 +55,0 -90.0 +55.0 -88.5 +55.0 -81,8 +55.0 -75.0 +55.0 .88.5 f 5 718"thtu l9 3/1$"g +55.0 BD.O +55,0 9D.4 +55,0 ­9D.0 +55.0 90.0 +35,0 90,0 +55A $7.9 +55 0 78.8 +55,13 -71.2 TABLE 3: �, T 3631e" Insulated Glass es o 0 19.1l4"(Equal Lite) +55,4 -80.0 +65.0 -90.0 +55.0 40.Q +55.0 -84.0 +55.4 -94.0 +55,0 •67,9 +55.0 -7$.8 +55.0 71.2 Types tQ o over 191/4" +55,0 90.0 +65.0 -90.0 +55.0 40.0 +55.0 -90.0 +55.0 -88.5 +55,0 -81.8 +55.0 -75.0 +55.0 -e8.5 ne I c " N under 1&9118" +55,0 -00.0 +55,0 90.0 +55,01 40.0 +55,0 -88.5 +55,0 -80.2 +55.0 73.2 +55.D 58.3 +55.0 .69. H 371 Anneaied,3118"Airspace,118"Anneated p IM 199118"thru 221/2"3 +55.0 -90.0 +55.0 4D.4 +55.0 40.0 +55.0 90.0 +55.0 -89.1 +55.0 78.5 +55,0 -70.0 +55,0 -63.0 1 em 1 N �" 22.0/16"(Equal Lite) +65.0 90.0 +55.0 90.0 +55,0 40.0 +55.0 90.0 +55.0 99.3 +55,0 78.5 1+55.D70.0 +55.0 -63.D J 311 - 6°Tampered,3116"Airspace,1/8°Tempered n over229/16" +55.0 40.0 +55,0 4D.0 1+55,0 -90.0 +55.0 -88.5 +55.0 -802 +55.0 -73.2 +55.0 56.3 +55.0 -59.7 under201l8" +55,0 50,0 +55,0 44.0 +56,0 8$.0 +55.0 81.8 +55.0 P 00 75.7 +55.0 -89.2 +65.0 -62.8 +55,0 -67.7 M LL 49„ 20-1/8'thru 24-1/2"s +55.0 50.0 +55.0 40.0 +55.0 40.0 +55.0 -84.8 +55.0 -74.2 +55.0 85.9 +55.0 49.1 0 FIGURE A.SASH 24$/18"(Equal Lite) +55,0 9D.0 +55,0 90.0 +55,0 40 +55,0 -90.0 5.0 94.8 +55.0 -74.2 +55.0 55.9 +55.0 -59.1 p CROSS SECTION m mer 249/16" +55,0 90.0 +55.0 90.0 +55.0 -86.Q 1.8 +55.0 75.7 +55,0 -69.2 +55.0 .82.8 +55.0 57.7 (WITH I.G.GLASS) LU p under 20-13/16' +55.0 90.0 +55.D 90.0 +56.0 43.5 +55.0 79.1 +55,0 74.0 +55,0 87.3 +65.041.9 +55.0 -86.8 = z y 20-13/16"thiu 25.6118"' +55.0 -90.0 +55.090.0 +55.0 90.0 +55.0 90.0 +55,0 -83.2 +55.0 .72.7 +55.0 -64.5 +55.0 57.8 7�11 Z 54518" 25318"(Equal Ute) +55.090.0 +65,0 40.0 +55.0 40.0 +55,0 -90.0 +55,0 -83.2 +55.0 -72.7 +55.0 -64.5 +55.0 57.8 j N W Qover 25318" +55.0 -90.4 +55.0 90.0 +55.0 -83.5 +55.0 -79.1 +55.0 -74.0 +55,0 -M.3 +55.0 -81.9 +55.0 -a%.8 j1 a y ounder 24-151i$ +55.4 8T.9 +55,0 -78.8 +fi5.0 55.7 +55.0 52.3 +55.0 -80,0 +55.0 56.5 +532 -532 +49.6 -49.6 �i � Z X N61" 34-15116"thru 30-1/2"3 +55.0 .87.9 55, -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 5'i.5 +55.p 67.5 +51.1 51.1 ij305/16"(Equal Ute) +55,0 57.9 +65.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.1 +55,0 -85.5 +55.0 -57.5 +51,1 51.1 VISIBLE LIGHTSASHHEIGHTtzHEIGHTo sr 309t18" +55.0 87.9 +55,0 75.8 +55.0 -74.1 +55.0 74.1 +55.0 74.0 +55.0 -85.5 +55.0 -57.5 +51,1 -61.1 !I under 253/4" +65.0 53.9 +65.0 -71.7 +55.0 520 +55.0 59.9 +55.0 57.8 +54.5 54.b +51.3 51.3 +48.3 48.3 SASH HEIGHT-3.9116' 63„ 26314"thm 31.12'3 +55,0 $3.9 +55.0 -71,7 +55,0 89.4 +55,0 89.4 +55.0 68.4 +55,0 84.6 +55,0 56.5 +5Q2 50.2 illi e O N N 319116 (Equal Lite) +55,0 53.9 +55.0 mN 71.7 +55.0 59.4 +55.0 .69.4 +55.0 -09.4 +55.0 -64.6 +56.0 58,5 +50.2 50.2 1 it Ice!over319/16" +55.4 -83.9 +55,D 71.7 +55.0 59.4 +55.0 59.4 +55.0 -89.4 +55,0 84.5 +55.4 56.5 +502 50.2 I it Ocex�' under293/4" +55.0 -68.3 +55.0 58.3 +52.1 52.1 +51.6 51.5 +51.5 51.5 +51.5 51.5 +50.0 5D.0 +46.4 -48.4 1 Ni z �. 293/4"thm38-1/2"3 +55,p 58.3 +55,0 58.3 +521 521 +51,5 -51.5 +51.5 51.5 +5f,6 51.5 +51.5 51.5 +46.4 46.4 �Q- C 73" 369t16"(Equa3 Ute) +55A 68.3 +55A 58.3 +52.1 52.1 +51.5 51.5 +51.5 51.6 +51.5 51.5 +51.5 51.b +48.4 45.4 U oter30.9H8" +55,0 -68.3 +55,0 -56.3 +52.1 52.1 +51.5 51.5 +51.5 51.5 +51.5 51.5 +51.5 51.5 +48,4 46.4 under 315/4" +55.0 52,5 +50.8 50.6 +46.3 -06.3 +45,2 45.2 +45.0 45.0 +45.0 45,0 +45,0 46.0 +45,0 45.0 78" 31-3/4-Tru 39"3 +55.D 525 +64,8 50.$ +46.3 -06 3 +45.2 -05,2 +45.0 x15.0 +dS,Q y15.0 +45.0 -45.0 +46.0 -46.p 391118 {Equal Lite) +55,4 525 +50,$ 5Q,8 +46.3 -08.3 _-4'.2 X52 +45.4 -05.0 +45.0 46.0 +45.0 -05.0 +454 -05.01 NOTES 1 Opdo tip dimensions br flange windows shown.For 6n windows or buck dimensions,Stltltfac[V. 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS 20oerali sash height.For clear day8ght height,subtract 3.9/18". TYPES 3-J.NOT APPLICABLE WITH 118'ANNEALED GLASS(TYPE A). 3 Stxe range Includes the standard Pn>V)aW(3-0ler-2 COnflgarBtfOr1)POr the g116n W)rSd4W Height, 2)FOR SITES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR For overall sash width,Subtract 2-15116"3rom the buck dimens Ion. HEIGHT DIMENSION SHOWN ON THE TABLE. WINDOW HEIGHT-SASH HEIGHT CAN 1107 EXCEED 67. A LyNti MIILLER,P.E. P.E.0 56705 INSTALLATION DETAILS FOR FLANGE FRAMES PE HOR CONCRE MU PER COPER ANCHOR TYP.ANCHOR OPTIONAL ADDON 13 EMBEDMENT UIREMENT REQUIREMENT TYPE, INSTALLATION FLANGE @ HEAD. 3 EMBEDMENTAN SILL JAMBS EDGE DISTANCE OPTION 1 174'MAX 27 BSTRATI SHIM el 10 PER SU CURVED HEADER -------------—1 EDGE 12 SEE TABLE S. INSTALLATION INTO WOOD DISTANCE 2X,SEE NOTE 2,THIS SHEET. Is SHEET. EMBEDMENT TYP.ANCH EMSEDMEN TY 38 1/4' EMSEDME • EDGE MAX — DISTANCE SHIM AND E SHIM DISTANCE- 3 Typ.ANCHOR TYPE, SUSS CE SEE TABL 5: 1,465" EDGE DISTANCE 32-35 PER SUBSTRATE, THIS SHE • 43 64 INSTALLATION I INSTALLATION it SEE TABLE S.THIS e OPTIONS 36 SHEET. OPTION I INSTAL TION VISIBLE LIGHT WIDTH INSTALLATION ANCHORS VISIBLE 1, STRAIGHT HEADER OPTIO LIGHT It INSTALLATION ONTO INSTALLATIO BUCK WIDTH THROUGH IX SUCKSTRIP HEl,'-TT 61 WOOD 7X.NO ANCHORS ANCHORS DIRECTL TIP-TO-TIP WID INTO MASONRY. II 30 REQUIRED AT HEADER, INTO MASONRY. L SECT! li 29 EGRESS FORMULAS #12 STEEL 1W MAIL SHIM TABLE 5: Min.Edge Min. (EQUAL-LITE) Anchor Anchor Substrate SELF-DRILLING Group Distance Embedment WIDTH:TIP-TO-TIP WIDTH-4' .41 SMS(GS)Betz 1r4 416 SS CreteFlex �od CMU, �C-M 1-w JAW-- HEIGHT:TIP-TO-TIP VOOTM.S-5/157 2.76115�— SHEET P.T.Southern Pine(SG=�W 9116" 1-3/8, BUCK *12 Steel SM 'Bumimm.8063-75 Min, 3IIr W* VISIBLE LIGHT FORMULAS EXTERIOR USE TABLE 5,THIS (EQUAL-LITE) HEIGHT INSTALLATION Stud,Gr.33 min. 0,0346(20 Gar WIDTH(SASH):TIP-TO-TIP WIDTH-6.1/26" LATCH(#29)OR Sere )Ste 318" BOTTOM LOCK OPTION 4 32.35 (911).TESTED INSTALLATION B A38 Steel 3/8, 1181, WIDTH(FIXED):TIP-TO-TIP WIDTH-4" TIP-T)-TIP 2!!z __ 1-w HEIGHT-.(TIP-TO-TIP HEIGHT-7-1116-Y2 HE),344T UNIT LOCATION: ANCHORS T1 Southern Pine(SG,-ZS) 37 6-518-FROM DIRECTLY INTO 114"410SSCreteFlex / Concrete(min.3.35ksi) I :1 64 VENT END. METAL Lingrouled CMU,(ASTM Gqo) 1314' 1-1/4" VISIBLE 1 7 3 - �IP.T.Southern I.&W LIGHT I a(min.2.9 ksl) 1. 1-w HEIGHT 38 DADS APPROVED MULLION, C 1/4"Steel Ultracon Concrete ALUMINUM,STEEL FRAMING OR EXTERIOR i Ungrouted CMU,(ASTM C-90) Ii-la, 1-1/4' MIMIMUM OF 3 THREADS BEYOND THE METAL STEEL STUD.SEE SUBSTRATE SUBSTRATE. PROPERTIES,TABLE 6,THIS SHEET. II NOTES 43 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 6 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2254* 31 20 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5.THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 2X WOOD IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS ZX ARE 1-U2'THICK OR GREATER IX AND 2X BUCKS PRODUCT REVISED DUCKSTRIP. (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE w complying with LIM flarida SEE NOTE 2, ENGINEER OR ARCHITECT OF RECORD. Building THIS SHEET. Accaptmtca too I61 3)VISIBLE LIGHT WIDTH OR HEIGHT ALSO • • ...... • Revibed By. Dee: ftw-: REFERRED TO AS DAYLIGHT OPENING)IS .N MEASURED FROM BEADING TO BEADING. �,' N JR 04/22/16 NO CHANGE .......* -I— WMAXSHIM ,�2CE;'48C R.W"d By: data Raylst": NO ANCHORS ` CONCRETE U-,!,�; CONCRETE PER REQUIRED IN • ANCHOR A Davat0tion. FRAME INSTALLATION DETAILS 17ROSOWSKI 7 FLANGE • REQUIREMENT - FRAME SILL • D IVE Tiff 1070 TECHNOLOGYR 6' � 5 7- C N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 0 P.O. BOX 1529 FL 34274 NOKOMIS, omwing N.. VERTICAL SECTION B-B A.LYNNMIId:ERP.E. CERT. 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VMR Com, N W V w N W G N W W a N Y a N w u p N a N N W N w Ab'9/e MR a q N N N W N N N Y w NN A Y N W A w N N P W N N a W N N Y N N N G N N N B4WMR 2y D N W W N N W W N W W W N W W A N W W A N 1-1-1 W N N W W N N N W N N W N A1)OJ9MR a m � N N N N N N N V W N N W W N W a W N N w W N N Y N N N G N N N W N N N Be4onrMR � � G m N W Y N N W W N N N Y N N W G N N W w N N N I W N N N W N N N N N N N N P4Wre MR � N N N N N N N » N w N N W w N N N W N W N N N N N N N N N N N Bekr,MR A W W W W W A N w P a N W a N G W p N W Y a N W W W N N 1-1- Above MR W IGpCL m N N a A W w N N a W N N . -- MR N N w W w W N a Y V w G G N N W w N N u - - - - - - - - - - - - - - - A N W w N w - Ab We MR 3 W C N N w W N N w N W a W N N W N W W N N W N N w N N N BRIv,MR y Q. w W w N w W N N W G N N N N G W N W N N Y W N N N G N N N N Above MR a N N N N N N N W N N N W N N Y G N N N N N G N N N W N N N N N N N BBiOYt MR � m b W u a W W P d 4 W A A N Y A b N W p b N G a A N Y W b N W W N Above MR O A W W N d W W W w N A Y W N b W V N W N N N N BCiIX4 MR m' G b N w A N W u 6 N a N G W a N N G u G N Above MR rs A a G N U W N N A N N A N N b G N N W N N N V N N N BeU,MR W N A W a Y w t3 N w w N N w W w w w W N W G W N W w W N N W W N N W W N N N 1.1" N Y N Above MR N N N W W N N w W N W G W N N W N N N W N N N W N N N +1.N N Beton MR W w a w W W A w N W a W w a N w a N Y A N Above MR -{ G V N G V W N A G W N W w W W N a W W N b W W N W N N d W N N Bebn MR D W d A w A A N G W A N Y W d N w a Y w N Above MR mmAgnm N W W P N w w W a mOW N N . AWNW W W a W N N A G N N A W N N W W N N w Wn ° OmxC 'Fq mpmp Above MR aigOpp NwN Nw W W N w WwN W W N w W N w W w 01 ' myAIm N N N W N N W . NN W N N N w N N N W N N W N N .NN W W Below MR m G a p W w d W W w A w N W 6 w w W p b N G W a N W W p N W W A N W a N AbQme MR 0 W V N a W V N a W W N A W W G b w V N d W W N A W N N A W N N BRIO,MR D W V a w u A a N W W a N -- A N W W A N W G P N W W A N W G Y N W W N Above MR 0 W a � W N N Y W Y G N N a W N W a W N N A W N N A W N N W W N N Y W N N Bek.MR O m W W W W Y Y b N W W A N W W A N N W W N N W W N N W W N N W w N N W N Above MR a W N W W N w W N N w N W W N N N W N N N w N N N N N G N N Belcw MR 9 a w G u a . W u A W N W a w N W W N Y W A N V V P N w W A N W A N A1tSve MR m W Y d W W N b G N N b W N N A W N N P Y N N BeIOYJMR > W a N G W P N G W P N W W w N V W W N W V N Move MRj �•++� W G N G G W W N N a 4. N N A w N NW W N EW.MR m w N W V N N W W N N u N Above MR W N N W W N N Y N N N w N N W y w N N N Y N N N W N N N Y N N N W N N N BeIO,MR v N 5 _N = m@ �xuOm am0 41 -r P z°c = � �Om - RgE I sxz ° 7 0-1 mm y ,;. RevieBy. DRto: RewRmm ormm W. �, N>mz COPAECtED RANGES JR 0412 J R©SOWSKI w s Rarlaed BY: Dofa: ReWelem o Dram DaNf1 _ 05/11111 ('nQ:..!.it r '•:..t_.' ® " _� n ANCHOR SPACING p „n 1070 TECHNOUM DRW mu: n p . . N.VE74fCE.tt 34275 SINGLE HUNG WINDOW INSTALLATION p In ••' i'' P.O. BOX 1529 ,`'��'' NOXOMIS,'FL 54274Sheotr - DrmrHeg ' 1 1:•1 4 i C M.OF AM 829296 SH-200 NTS 6 or:8 MD-SNo.H2O0-01 C '" CONTRACTOR:East Coast Aluminum Products,Inc. WIND SPEED AND EXPOSURE HAVE tlilrt . DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED `'"�m '�(`;�'•'�„'r.`.; "t�. �,•` ri 'S WEBSITE ° f'�t�'i"` (• `•"` �` ��J� Applicable Codes,ReeuWtloos,and Standards TECHNOLOGY COUNCIL P.•'' 1.The 5th Edition(2014)Florida Building Code,specifically Chapter AND GOOGLE EARTH. op �� � •. 16 Structural Design,Chapter 20 Aluminum,and Chapter 23 Woods•uiP Ci �a'1r t4. NOV 2.ASCE 7-10. 1 rY1 PER.IIT7iN! w h ro Wind Loads - St.Lucie County;i'L _ ;w 1.Building Occupancy Category,Paragraph 1604.5 and Table 16045: u Z Risk Cateeory 2. _ Z 2.Basic Wind Speed,Table 1609C,State of Florida Debris Region& � •• ` Basic Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 �� `•' Equivalent Basic Wind Speed:VuLT=171 MPH,VASD=132 MPH i���S'•.. ••••�����\ 3.Exposure Category,Paragraph 1609.4.3: D Scoot oCWark: OPENING SCHEDULE rd `` I.Replacprovided ement offorim impact resistance. Glass windows.Shutters to be MARK SIZE W"xH" MANUFACTURER SERIES APPROVALS DESIGN PRESSURES ALLOWABLE STRESS ❑ provided for impact resistance. � � � O 2.Windows not within 3.Oft of building comers. 1=' ui Q 36" x 48" PGT SH-200 FL239.1 45.3/-48.9 PSF 50.0/-90.0 PSF V u; d LU d r Builder/Permit Application is to provide Florida Product Approvals LL �� Z meeting required design pressures. p OLU edt y Z z a= 8 LL, a 0� ELEVATION O "a 1 =� c J JA D I aZ. Zn il � STRUCTURAL Z MULLION U)w � g a C3 U § m W EdZw� K 0..a� IL K.v Lli DRAWN BY AG DATE DRAWN 10/18/16 REVISION O Q saEU ao: ISI A-1