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RC-15-1366 (2). s ' s ROGER CHAVARRLA. P.E Consulting Engineer&Planner. Ph:305-229-3874 780 Tamiami Canal Rd. Email:rcsUuc-=@Ml.com Miami,FL.33144 August 28, 2015: STRUCTURAL CALCULATIONS . . .... ...... Project name: Remodeling Mr & Mrs. Wong Residence►: . 1236 N.E. 93th. St. Miami shores, FL. •;;;;• •;,•„ ;,,.,' ...... . . ..... : .. .. . ...... . . . . ...... CONTEND : 1- Wind load and Truss Reactions (Gravity and Uplift); based on A.S.C.E. 740; ASD Values. 2-Masonry Walls : a) Full Wall b)wall opening. 3- Florida State approval for Roof Truss Strap. 4- Special Inspector form for the Masonry walls. �•�``%� CHA '% Q: :• N 50712 ' - :c = R e' a I.Li .#5bir, �%ja Project Title: pry!D: RogenChavarda.P.E. En Ineel ` Consulting Structural Engineer Prot Desa: 780 Tamiami Canal Rd. Miami,FL.33144 305-719-3874 PrkvW&25 AM 5:WM Email restaol-corn ,•t� Description; WIND LOAD ORES FOR THE RESIDENCE OF MR&MRS.N IAN-MARILYNG WONG AT 1236 N.E.93th.ST.MIAAAI SHIES.FL 33138 �• �<�;, Calculations per ASCE 740 V:Basic Wind Speed per Sect 26.5-1&B Or C VL50 mph Roof RwRun Rath 3:12 Tatem 1.5-1 II All Buildings and other structures except O=pancy per those listed as Category I,III,and IV Exposure Cate"per 26.7 Exposure C MRH:Mean Roof Height17.50 It `I ambda'is interpolated n height t86lul8r V81U&%•• 1.25 i •�• •••• ••••�• Lambda.per Figure 28.6-1,Page 30a •• • •• • • Effective Wind Area of Component&O�ding >7 to 27 deg 33.330 iM2 •••••• •• • *fee** • Roof pitch for cladding Vewire User spaced mInImwn design pressOre 20.0 psf •••••• • • • •••• 1,00 • • • • • TopogmphlcFa*r K21 per 26.8 28.0 •••• •• •• ••••• L.HD:Lest Horizontal Dimension • • a=max(0.04'LHD,3,mUr(0.10*LHP,0.4'NRH)) 2.80 it max(0.04'LHD,3,min(0.10'LHD,0.4�A�dF?4 i•••i• ••••• Minimum Additional Load Case!H2�4 4=16 P'SF entire vertiea#pls Horizontal Pressures... •••••• 45.77 psi Zone: C = 30.48 pst ••••.• Zone: A = 20.00 psf i • • i••••i Zone: B = 20.00 psf Zone: D = •• • • • • • Vertical Pressures... -43.76 psf Zone: G = -30.48 psf E - -21.84 psf zow F = 28.59 psf Zcx�: H = Overhangs... 6133 psi Zone: Goh = -47.98 psf Zone: Eoh= Design Wind Pressure=Lambda'lKztPs30 per Eq 30.5-1 Roof Zone 1: Pow: 20.461 psf Minimum Additional Load Case per 28AA=16 PSF Negeive: -36.158 psf on entire vertical plane Roof Zane 2: Positive: 20.461 psf Nega ve; -57.499 pd Roof Zone 3: Pos"; 20.461 psf Negove; -87.357 pd Wag ZDne 4: Positive: 38.390 psf Negaftve: 41.915 psf Wall Zone 5: Posit]ve: 38.390 psf Ne9 : -49.417 psf Roof Overhang Zane 2- -66.050 psf Roof Overhang Zone 3: 93.859 psf Roof Member Component and Cladding Reactions per ASCE 7-10 ROGER CHAVARRIA.P.E. For Roof Slopes 3.12 Consulting Engineer.Fla.Lie.#50712 780 Tamiami Canal RD.Miami,FL.33144 Project: BRIAN&MARYLING WONG Ph=305-229-3874 Project No.: 1236 N.L93th.ST.Miami Shores,FL33138 8124/2015 GT4 a H g V kd1¢t _ G 9 h 0.18'gwh.. 0.883 32.8 5.f1 4.50 ft. Truss Data: Left OH Main Span Right OH Truss Spac. 2.00 ft. 12.50 ft. 0.00 ft. 4.50 ft. L�213= 52 SF tion Wind 1b, 'b Uniform OL 25.0 psf Roof Slope 3:12 or 14.04 degrees Uniform LL 30.0 psf �4*� Concentrated DL 0.0 lbs MOO ft. o\ Concentrated LL 0.0 the From Left Support Left DL Reaction 946.1 Its Right DL Reaction 685.1 lbs Left LL Reaction 1135.4 The Right LL Reaction 822.2 Ibs Roof Pressure Coeificents and Calculated Roof Pressures From 10 to 30 degrees,q h' Ovefiang Pressures{no int) Positive Zone 1 Negative Press.Coetifoents Pos.Press. Overhang CoefBc a is Negative Pressures Zonal Zone 2&3 All Zones Zone 2 Zone 3 Zone 1 Zone 5&3 Zone 2 Zone 3 A11Zones -0.18) -21.34 -0.828 -1.598 0.36 -2.20 -2.84 •internal pressure 0.18gh included in above calculations to produce maximum loading Uplift Reactions For Zone 2: D+Lr= 2081 Cos theta $in theta 0.813+W- 4429 10 psi-W= -1818 Left Reaction m -2058 4996 -499 D+Lr+W= 85 Right Reaction= -874 :945 -236 D+0.75(Lr+W)= 300 (no increase In stress allowed for this combo) 0+ - 2081 Uplift Reactions For Zone 3: Cos theta Bin theta 0.60+W W= ••1828•: :O:p:f`:v l : .i'Ij}16 Left Ramon- -2262 -2195 -549 p+Lr+W= • -113 • •• • • • • • Right Reaction a -856 -930 -232 D+0.75(Lr+W)- .. ..: (10 Qn�10;t';mss►�Ilowed for this combo) Downdraft Reactions All Zones: 0+Lr- 2081 Cos lista $ln theta 0.60+W e•• •3b p$A•W= ••• ice• �2 96 D+Lr+W a.. 24f4 • i •• • • • • Left Reaction- 394 D t O.7 Lr+ m • 2p84 (no increase 1'n abs$Ocived for this combo) Right Reaction® -339 •329 -82 � � ••• • • ••• • • NOTE: Zone 2,3,&OH pressures are applied on the left side' ••• • • • •. ••• • • Load Combos are for left reactions only. • • • ••• • • • • • • • • • • • •• •• • • • •• •• Roof Member Component and Cladding Reactions per ASCE 7-10 ROGER CHAVARRIA.-P.E. For Roof Slopes 3:12Corso"EMIneer.Fla.Uc.0 50712 780 Tardaml Coned RD.Warrd,FL33144 Project: BRIAN&MARYUNG WONG Ph=305-220-3674 project No.: 1236 N.E.93th.ST.Miami Shores,FI-331138 6124=15 GT-1b V kd kd _-.--_ph 0.118*qh ._.__a 4.KfL 13 45 1135.5 0.85 1.00 32.9 5.8 Truse Data: Left OH Main$pan Right OH Truss Spec. 80 SIF 0.00 fL Ism ft. LW OO ft. 4.50 fL LAMkd Uniform DL 25.0 pof Roof Slope 3:12 or 14.04 dogma DI Uniform LL 30.0 pef Concentrated DL 0.0 lbs 0.00 ft. Concentrated LL 0.0 Its From Left Support Left DL Reaction WYA Ibe Right!)LReaction 1111.4 lbs Left LL Reaction 1028.8 The Right LL Reaction 1333.7 The Roof pressure coefficents and Calculated Roof Pressures From 10 to 30 degrees,q I h*". Overhang Pressures(no Int): Z07 Negative Pressures live All Zones Pos.Prow overhang Coefficwb Nern Poor Negative Press.C48ffiwft ZOMD 2&3 IL Zone 3 Zone I Zone 2&3 All Zones Zone 2 Zone 3 Zone 1 Zone 2 -0.810 -1.468 0.32 -2.20 1-2.62 - " 1 -72,40 Internal pressure 0.1 Sqh Included In above calculations to produce maximum loading Uplift Reactions For Zone 2: D+Lr- 1886 Coo theta Sin theta 0.6D+W= -933 10 pof-W= -1104 Left Reaction= -1492 -1447 -362 D+Lr+W- 439 allowed for this combo) Right Reaction= -15`12 -141911 467 D 4 0.75(Lr+W)= 544 (no increase In stress Uplift Reactions For Zone 3: D+Lr w lose ;%104 Coo thata Sin theft 0.6D+Ww *433*o 14 P*fs-W f D+Lr+W 4119 : •* * 6 : : 0 Left Reaction= 4492 -1*17 -N2 of"*0 Ij;;,C* * L"al for this combo) Pease kmed -14011 487 D+0.75(Lr+V 0 0 0 Right Reaction= -1612 00 es: 09 Downdraft Reactions All Zones: D+Lr- less * Cos theta Wn theta 0.6D+Wj*, ?18 :Optf-x- • Sao 21 Left Reaction- 261 M D+Lr+Wis 63 0* 009 D+0.75(Lr+W) Vfts it" • for this combo) Right Reaction a -097 .580 -145 NOTE: Zone 2,3,&OH pressurso are applied on the loft old*. Load Combos are for left reactions only. Roof Member Component and Cladding Reactions per ASCE 740 ROGER CHAVARRIA.P.E. For Roof Slopes 3.12 Cornrulting Engineer.Fla Lic.9 50712 780 Tamiami Canal RD.Miami,FL33144 Project: BRIAN&MARYLING WONG Ph=305-229-3874 Project No.: 1236 N.E.93tILST.Miami Shores,FL33138 812412018 GT-2 __ .. .... HB V kd Icd G qh 0.18*gh a 0.88.... _.. _. 31.9 .... - A. _ 4MIL..__- Truss Data: Left OH Main Span Right OH Truss Spec. s 2.00 ft 21.25 ft. 2.00 fL 4.80 ft. L"213® 161 SFWind `0 Uniform DL 25.0 psf Roof Slope 3:12 or 14.04 degrees Dhxftnio ,etilb ��r Uniform LL 30.0 psi 4,9 ®ti Concentrated DL 0.0[be 0.00 ft p`1` Concentrated LL 0.0 Its From Lett Support Left DL Reaction 1420.3 lbs Right DL Reaction 1420.3 its Left LL Reaction 1704.4 The Right LL Reaction 1704.4 its Roof Pressure Coefficents and Calculated Roof Pressures From 10 to 30 degrees, h*: Negative Press.Coefficents Pos.Press. Overhang Coefficents Negative Pressures erhang Pressures(no int) Positive Zone 1 Zone 1 Zone 2&3 Ail Zones Zone 2 Zone 3 Zone 1 Zone 2&3 Zone 2 Zane 3 All Zones -0.800 -1.400 0.30 -2.20 -2.50 -32. --r--5100 -72.40 -8 . 15-79 •Internal pressure 0.18gh included in above calculations to produce maximum loading Uplift Reactions For Zone 2: D+Lr m 3125 Cos theta SM theta 0.8D+W,= -1639 10 psf-W= -1923 Left Reaction @ -2568 -2491 423 D+Lr+W= 633 Right Reaction= 4858 4802 .451 D+0.76(Lr+W)= 830 (no Increase In stress allowed for this Combo) Uplift Reactions For Zone 3: D+Lr= 3126 p O.SD+W= 7 1 psW= -2014 Cos theta Sin tireta s1 �•• s i Q : • • •• Left Reaction m -2681 -2582 -645 D+Lr+W= 543 • • • • • • • Right Reaction= 4854 4798 480 D+0.75(Lr+W)_ •762• (ao JW&4e�JWgre%allowed for this Combo) •• ••• •• • • • •• Downdraft Reactions All Zones: D+Lr= 3125 Cos theta Sin theta 0.6D+W m• 4®16 •de psfr W m • 1014 Left Reaction= 460 465 116 D+Lr+W i 3160 • • • • • • • Right Reaction= -742 -720 -180 D+0.75(Lr+W)m'i 3(W ' (ro jn"seln sb.:s o il&md for this umbo) ••• • • ••• • • NOTE: Zone 2,3,&OH pressures are applied on the left side. *00 • • • • 00* • Load Combos are for left reactions only • • •• •• • • • •• •• ••• 0 0 0 000 0 • Roof Member Component and Cladding Reactions per ASCE 740 ROGER CHAVARRIA.P.E For Roof Stopes 3.12 Consulting Engineer.Fla.Uc.0 50712 780 Tamiami Canal RD.Miami,FL.33144 Project: BRIAN&MARYLING WONG Ph=305-229-3874 Project No.; 1236 N.E.93th.ST.Miami Shores,FL33138 8/2412016 GT-3a H B V kd kxt G qh 0.18"gh a 13 Truss Data. Left ON Main Span Right ON Truss Spec. 0° 2.00 ft. 9.67 ft. 0.00 ft. 4.50 ft. L^213= 318E Za` Uniform DL 26.0 psf Roof Slope 3:12 or 14.04 degrees � �' ��� Uniform LL 30.0 psi Concentrates!DL 0.0 The 0.00 ft o Concentrated LL 0.0 The From Left Support Left OL Reaction 792.2 We Right DL Reaction 520.7 Ibs Left LL Reaction 950.6 Ibs Right LL Reaction 624.8 The Roof Pressure Co•fflcents and Calculated Roof Pressures From 10 to 30 degrees, h': Pressures(no int) Native Press.Coefflcents Pos.Press. Overhang Coefficents Negative Pressures Negative gNegative Positive Zone 1 Zone 1 Zone 2&3 All Zones Zone 2 Zone 3 Zone 1 Zone 2&3 Zone 2 Zone 3 All Zones -0.851 -1.754 0.40 -2.20 -3.11 "Internal pressure 0.18gh included in above calculations to produce maximum loading uplift Reactions For Zone 2: D+Lr= 1743 Cos theta Sin theta OAD+W= -1386 10 psf-W m 4646 Left Reaction is 4919 4862 .465 D+Lr+W= -119 Right Reaction= -811 .787 -197 D+0.75(Lr+W)= 108 (no increase in stress allowed for this combo) Uplift Reactions For Zone 3: D+Lr m 1743 Cos theta Sin theta 0.6D+W= 4674 10 pot-W= 4833 D+Lr+W= .•-%0?*: i • ••• i • •• Left Reaction• -2216 .2149 -537 D+0.76(Lr+W)= .107 Iri�e�norease+n&eJs allowed for this combo) Right Reaction= -783 -760 490 • • i • i i i i*i 0• Downdraft Reactions All Zones: D+Lr= 1743 Cos theta Sin theta 0.60+W% M •:P im:"W m • 687 Left Reaction= 382 371 93 D+Lr+W% • 2$13 • • • • • • Right Reaction= -274 -266 -68 D+0.75(Lr+W).• 1383 • (riP lnc�gasgn Sf� Pil"for this combo) • •• •• • • • • • ••• • • ••• • • NOTE: Zone 2,3,S ON pressures are applied on the left side. Load Combos are for left reactions only. 0:4 • • • • ••• • • ••• • • • ••• • • Roof Member Component and Cladding Reactions per ASCE 7-10 ROGER CHAVARRUL P.E- For Roof Slopes 3.12 Consulting Engineer.Fla.Ua.6 50712 780 Tamlami Canal RD.Miami,FI-33144 Project: BRIAN&MARYLING WONG Ph=306.229-3674 Project No.: 1236 N.E.93th.ST.Miami Shores,FI-33i38 8124!2016 GT-3b G qh 0.18*gh a H B V kd Tress Data: Leff ON Main Span Right ON Trams Spac. 0.00 ff. 12.60 ft. 2.00 ff. 4.60 ff. L•213= 53 SF � 4r� One Unlfwm DL 25.0 psf Roof Slope 3:12 or 14.04 dogmas -► 0`� s Uniform LL 30.0 psf Concentrated DL 0.0 Its 0.00 ff. d Concentrated LL 0.0 lis From Leff Support Leff DL Reaction 690.9 lbs Right DL Reaction 951.6 Its Left LL Reaction 829.1 lbs Right LL Reaction 1141.9 lbs Roof Pressure Cootflcent9 and Calculated Roof Pressures From 10 to 30 degrees, h*: �2& Pressures(no int) Positive Zone 1 Negative Press.CoetNcents Pos.Press. Overhang Coefflc ants iWgative Pressur Zone 1 Zone 2&3 Atl Zones Zone 2 Zone 3 Zone 12 Zone 3 All Zones 3 -0.828 -1.593 0.36 -2.20 -2.83 *internal pressure 0.18gh included in above calculations to produce maximum loading Uplift Reactions For Zone 2: p+Lr= 1820 ® -881 10 psf-W -1019 Cos theta Sin theta OAD+W Left Reaction= -1336 -1296 -324 D+Lr+W® 224 combo) Right Reaction= .-1353 -1313 -328 D+0.75(Lr+W) 341 (no increase In stress allowed for this Uplift Reactions For Zone 3: D+Lr= 1520 Cos Sin theta 0.60+W= -681 10 pef-W= -1019 -334 D+Lr+W= 224 •• ••• • • • • • •• Left Reaction= -1338 -1296 Right Reaction= -1353 -1313 -328 D+0.75(V+W)0 341 (no increase in stns*is *%dot tl :&n90) *'a •. •• ••• •• • • • •• Downdraft Reactions AN Zones: D+Lr= 1520508 Cos theta Sin theta 0.60+W= 646 10 I�-W= • i•• ••• • •• •• • Left Reaction= 239 231 58 D+Lr+W= 1751 • • • • • • • Right Reaction= .636 -520 -130 D+0.75 +W) 1486 (no increase in at ti allc$nred for 0 0 (Lr ••• i i ••• • • ••• • • NOTE: Zone 2,3,&ON pressures are applied on the left side. ••• • • • • 000 • • Load Combos are for left reactions only. • • • • • . • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Roof Member Component and Cladding Reactions per ASCE 7-14 ROGER CHAVARRIA.P.E. For Roof Slopes 3.12 Consulting Engineer.Fla.Uc.#50712 780Tamlami Canal RD.Miami,FL33144 Project: BRIAN&MARYUNG WONG Ph=305-229-3874 Project No.: 1236 N.L93th.ST.Miami Shores,FL33138 8124!2015 GT-4 H ... - B___....- ... V kd-- - -- - - ...._G_ .... 13 45 135.5 0.85 1.00 0.883 32.9 5.9 4.50 it Tame Data: Left OH Main Span Right OH Trus Spec. 2.00 ft. 23.50 ft. LOO ft. 4.50 fit. L^213 184 SF Uniform DL 25.0 psf Roof Slope 3:12 or 14.04 degrees � 4r9 ► � �� Uniform LL 30.0 psf Concentrated DL 0.0 The 0.00 ft p�' ® Concentrated LL 0.0 We From Left Support Left DL Reaction 154L91bs Right DL Reaction 1546.9 The Left LL Reaction 1856.3 The Right LL Reaction 18H.3 We Roof Pressure CoeffIcents and Calculated Roof Pressures From 10 to 30 degrees, h": Negative Press.CoefticeMs Pos.Press. Overhang Coefficents Negative Pressures Overhang Pressures(no int) Posluve Zone 1 Zonal Zone 2&3 Al Zones Zone 2 Zone 3 Zone 1 Zone 2&3 1 Zane 2 Zone 3 All Zones -0.18 -0.800 -1.400 0.30 -2.20 -2.50 -52.00 -7Z.4U __ 1 -82.26 15-7V -2 'Internal pressure 0.18gh included in above calculations to produce maximum loading Uplift Reactions For Zone 2: D+Lr 3403 Cos theta Sin theta 0.6D+W a 4724 10 psf-W= -2034 Left Reaction= -2734 -2652 -663 D+Lr+W a 751 Right Reaction= -2019, 4958 -490 D+0.75(Lr+W)a 950 (no increase in stress allowed for this combo) Uplift Reactions For Zone 3: D+Lr a 3403 Cos theta Sin theta 0.6D+W= -1814 10 psf-W a -7.123••• • • • • • •• Left Reaction= -2826 -2742 4886 D+Lr+W= 661 • • • • • • • • • Right Reaction= -2015 -1955 489 D+0.75(Lr+W)a 883 (no Increase in stress dI Vr cdjnIV):•:00 000 •. Downdraft Reactions All Zones: D+Lr= 3403 Cos theta Sin theta 0.6D+W= 1425 10 psf-W= • 116;• •;• .'. • • ••• Left Reaction= 512 497 124 D+Lr+W= 3900 • • • • • • • • Right Reaction= -798 -774 494 D+0.75(Lr+W)= 3312 (no Increase in stmA:3&Aw for th=e oombo)• • • NOTE: Zone 2,3,&OH pressures are applied on the left side. ••• • • • • ••• • • Load Combos are for left reactions only. • • Roof Member Component and Cladding Reactions per ASCE 7-10 ROGER CHAVARRUL P.E. For Roof Slopes 3:12 Consulting Engineer.Fla.Lic.#50712 780 Tamiarni Canal RD.MiernI,FL.33144 Project: BRIAN&MARYLING WONG Ph=306-229-3874 Project No.: 1236 N.F-93th.ST.Miami Shores,FL33138 8*4121115 Truss T-1(a) H B V kd kzt G qh O.lVqh a 13 46 Truss Data: Left OH Main Span Right OH Truss Spac. ZOO ft. 12.80 ft. 0.00 ft. 2.00 ft. LAW 52 SF Roof Slope 3:12 or 14LO4 degrees Wind Uniform DL 2&0 psf Direodon Uniform LL 30.0 psf Concentrated DL 0.0 lbs 0.00 ft. 0111 Concentrated LL 0.0[be From Left Support Left DL Reaction 420.5 The Right DL Reaction 304.5 lbs Left LL Reaction GUA The Right LL Reaction 366A Abs Roof Pressure Coafficents and Calculated Roof pressures From 10 to 30 degrees,qz=qte: Negative Press.Coefficents Pos.Press. Overhang Coefficents Negative Pressures OverhangPressures(no int) rubluva zone 1 Zone I Zone 2&3 All Zones Zone 2 Zone 3 Zone Zone 2&3 Zone 2 zone 3 All Zones -0.828 -1.598 0.36 -2.20 -2.84 -33.2 —7 -58.52 1 --fZ.40 1 -93.45 1 1 f-W Internal pressure 0.1 8qh Included In above calculations to produce maArnurn loading Uplift Reactions For Zone 2: D+Lr= 925 Cos theta Sin theta 0.61)+W= -635 10 psf-W= -719 Left Reaction- .915 -887 -222 D+Lr+W= 38 Right Reaction= -433 -420 -105 D.+0.75(Lr+W)= 134 (no Increase In stress allowed for this combo) Uplift Reactions For Zone 3: D+Lr= 925 Cos theta Sin theta 0.6D+W- -723 10 psf-W a *00 See 000 Left Reaction= 4006 -975 -2" 0+Lr+Wto -a • 0 Right Reaction= .426 .413 403 D+0.75(Lr+W) 67 (no Increase In stess%#owedfar t1;UAb4) of 0 00 off0 off Downdraft Reactions All Zones: 0+Lr= 925 Cos theta Sin theft 0.6D+Ww 422 10 psf-W= *3386** 0:0 • .0. of. Left Reaction= 175 1170 42 D+Lr+W= 1095 : 0 : 0 • * 0 : : Right Reaction w .151 446 47 D+0.75(Lr+W)= 926 (no increase In stre"Iflown fdr thil pip0o) .0. 000 * 0 000 0 0 NOTE: Zone 2,3,&OH pressures are applied on the left side, ••• • • :• : Load Combos are for left reactions only. foe 000 0 • ROGER CHAVARRIA.P.E. Roof Member Component and Cladding Reactions per ASCE 7-10 consulting EMinsar.Fla uo.#50712 For Roof Slopes 3:12 Lpb Tamiami Carrel RD.Mimi,FL.33144 =305'229-3874 Project: BRIAN&MARYLING WONG Project No.: 1236 N.L9M.S .Miami Shores,FL33138 Truss T-1(b) G �h 0.18`gh a V kd kzt 883-- ft 32.9 aL9 .._. 4.60 _ H- ._. ----- B - - 4-.W- .__.__..._-0' . _..__._. 13 --fi6- Right ON Truss Spac. Truss Data: Left OH Main SpunD.00 ft 15.50 ftft 2.00 2.00 R L•Z(3� 80 SF _ •ry�� ?°� Uniform DL 25.0 psi Roof slope 3:12 or 14.04 degrees - Uniform LL 30.0 psf .0ti Concentrated DL 0.0[be 0.00 ft Concentrated LL 0:0 Its From Left Support Left DL Reaction 381.0 lbs Right DL Reaction 494.0 lbs Left LL Reaction 457.3 lbs Right LL Reaction 592.7 lbs Root Pressure Coefffceins and Calculated Roof Pressures From 10 to 30 degrees, h.: Overhang 11!1 ores(no imp Positive Zone 1 Pos.Press. Overhang Coeiticren� Negative Pressures Zone 3 All Zones Negative Press.CoefBcents Zone 1 Zone 2&3 Zone 2 - Zone 1 Zone 2&3 All Zones Zone Z.62 -3 .8 :116.07 19.4Z -0.810 -1.468 0.32 •intemal pressure 0.18gh included In above calculations to produce maximum loading D+Lr= 83s w e -481 Uplift Reactions For Zone 2: Cos theta Sin theta 0.6D+W m -415 10 psf- -8$3 461 D+Lr+W= 195 in stress allowed for this combo) Left Reaction m -863 463 D+0.75(Lr+W)= 242 (no increase Right Reaction m -672 -682 D+Lr= 838 W= -481 Uplift Reactions For Zorn 3: Cas theta Bin theta 0.61)+W= -415 10 pef- D+Lr+Wm 185 •• • • • • •• Left Reaction m -863 443 -181 + m 242 (no increase in stress�aliowea dor�iur cglr�iP)• • • -882 463 D+0.76(Lr W) • • •• • • • • • Right Reaction m $72 • •• • • • • ••• • •• ••• •• • • • •• D+Lr m 838 W m 265 Cos theta Sin theta Downdraft Reactions All Zones: 0.6D+W= 341 10 psf- p+Lr+Wm 951 • ••• ••• • • • Left Reaction m 116 113 28 = 808 (no increase in strWallojied for tits cxljnUb) -2� D+0.75(Lr+W) •• • • • • • • • • Right Reaction m -266 • •• •• e • • ••• • • ••• • • NOTE: Zone 2,3,&OH pressures are applied on the left side. Load Combos are for lett mors only. ••• • • • • ••• • • ••• • • • ••• • • ROGER :LTVI, VARRIA.P.E. Roof Member Component and Cladding Reactions per ASCE 7-1 d Consuftlng Engineer,Fla.Uc.#50712 For Roof Slopes 3:12 780 Tamiami Canal RD. FL.33144 Ph=305-228 3874 Proms: BRIAN&MARYUNO WONO Project No.: 1236 N.E�93ft8$.Miami Shores,FL.33138 Truss T-2 O 4h 0.18*qh a 135.5 0.85 13 45 Right OH Truss Spee Tunis Data: Left OH Main Span �ft. 2.00 ft. L"213 @ 1518E Z00 ft. 21.25 ft2�� Uniform DL 250 psf Roof Slope 3:12 or 14.04 degrees ply �g"s Uniform LL 30.0 pall d1\Concentrated DL Concentrated LL 0.0 Ile From Left Support Left DL Reaction 631.3 The Right DL Reaction 631.3 lbs Left LL Reaction 757.5 lbs Right LL Reaction 757.5 The Roof Pressure Coefficenta and Calculated Roof Pressures From lot*30 degrees. h"* ang Pressures(no int) Positive Zone 1 Pos.Press. Overhang Zone 3 Negative Pressures Zone 3 All Zones -0.1 S Negative Press.Coefficslnts Zone 2 Zone 1 Zone 2&3 Zone 2 - 5. _ .41 Zone 1 Zone 2&3 All Zones _2.20 -2•e 82.26 -0.800 -1.400 0.30 *internal pressure 0.18gh included in above calculations to produce maximum loading D+Lr= 1389 = -855 Uplift Reactions For Zone 2: Cos timts Sin theta 0,613+W= -729 10 psf-W D+Lr+W= 281 Left Reaction m -1141 -1107 -277 = 369 (no Increase in stress allowed for this combo) Right Reaction- -826 -801 -200 D+O.7S(Lr+W) D+Lr= 1389 Uplift Reactions For Zone 3: Cos theta 81n theta 0.6D+W= 769 10 psf-W= -895 Left Reaction= -1183 -1147 -287 D+0.75(Lr+W)= 339 (no increase in streA IlowecCfo.tf 440: •• Right Reaction= -624 -7� •• ••i •i • i i ••• D+Lr= 1389 W= 459 Downdraft Reactions All Zones: Cos theta 81n theta 0.6D+W= 586 10 psf' • 000 ••• • • • p+Lr+W= 1596 • • • • • • • e • • Left Reaction= 213 207 52 D+0.75(Lr+W)= 1355 (no increase In aff'i$all f wad-for his"bot •o• : i Right Reaction= -330 -80 • •• •• L. • • • • NOTE: Zone 2,3,&OH pressures are applied on the left side. ••• • • • •' ••• • • Load Combos are for lett reactions only. • • • ' • • • • • Y • • • • • • • ••• • • • ••• • • Roof Member Component and Cladding Reactions per ASCE 7-10 ROC3ER CHAVARRIA.P.E. Consulting Engineer.Fla Uc #50712 For Roof Slobs 3:12 780 Tamlami Canal RD.Miami,FL.33144 Ph=305-229-3674 Project: BRIAN&MARyUmG WONG Project No.: 1236 N 1• 0S8•Miami Shores,FL33138 Truss T-3a G qh 0.18"qh a kzt _ _... .. __-...-- ._ ._._. _ _..__ ._._._-- --H- ----•------_B_..--- ..------V _ --kd- --__..__.._1�_-_....__ --a-�--.._ .-.3Z:8_.._._ .. ._. .fig.._- __..4;6011» ._... 13 48 135.6 0.85 ° Truss Data: Left OH Main Span Right OH Truss Spec. L 2.00 ft. m 38 SF 2.00 it. 10.70 ft. 0.00 ft. Uniform DL 26.0 psf Roof Slope 3:12 or 14.04 degrees fir' ,fir® g� Uniform LL 30.0 psf eZ Concentrated OL 0.0 The 0.00 ft 011,� Concentrated LL 0.0 We From Left Support Left DL Reaction 376.8 The Right DL Reaction 258.2 We Left LL Reaction 452.2 lbs Right LL Reaction 309.8 The Roof pressure Coetflcerns and Calculated Roof Pressures From 10 to 30 degrees, h": alive Pressures Overhang Pressures(no int) PositNe Zone 1 Negative Press.CcefBceMs Pos.Press. overhang Coet�nts Zone 1 Zone 2 S 3 Zone 2 Zone 3 M Zones -0.18 Zort81 Zone 2&3 Ail Zones Zone 2 Zone 3 - 1. -0.842 -1.683 0.38 -2.20 -3. *Internal pressure 0.18gh included in above calculations to produce maximum loading D+Lr a 829 a .699 Uplift Reactions For Zone 2: Cos theta Sin theta 0.6D+W a -623 10�-W -649 -212 D+Lr+W a -20 se in stress allowed for this combo) Left Reaction a -876 -374 -94 D+0.76(Lr+W)a 79 (no increa Right Reaction a -M -'p+Lx a 829 a -811 Uplift Reactions For Zone 3: Cos theta 0.61)+W a -735 10 psf'W a .991 -861 SM theft + 1a • • ••• �narea n stress allowed for this combo) -240 p+Lr+W s' -'� • • •. • Left Reaction -91 D+0.78(Lr W) • : • : . ..• . Right Reaction a -376 '368 • • • • • • • • • •• ••• •• • • • •• D+Lr a 829 a 317 Downdraft Reactions All Zones: Cos theta Sin theta 0.6D+W a••.393 .•• 1d o "W• • D+Lr�tM ; • m • • • 'b'>;st�s allowed for this umbo) Lett Reaction a 172 167 p+0.76(Lr+Utlta • 841 • (ns� • • • -126 •• •• • • • • • Right Reaction a -132 ••• • • ••• • • NOTE: Zone 2,3,&OH pressures are applied on the left side. *00 • • • • 000 • • Load Combos are for left reactions only. i i i i•i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 , Roof Member Component and Cladding Reactions per ASCE 74 0 ROGER CHAVARRIA.P.E. For Roof Slopes 3.12 consulting Emir�r..Fla.Uc.S 50712 780 Tamiami Canal RD.Mimi,FL33144 Project: BRUIN&MARYUNG WONG Ph=305-229-3874 Project No.: 1236 N.E.11IM-ST.Miami Shores,FL.33138 8rAM15 Truss T-3b H B V kdIod G qh 0.1rgh a _ 13 45 138.6 Trues Data: Lett OH Main Span Right OH Tess Spec. 0.00 ft. 11.70 ft. 2.00 ft. 2.00 ft. L"213= 46 8F � Wnd Uniform DL 25.0 psi Roof Slope 3:12 or 14.04 degrees ti 1b Un form LL 30.0 psf �+ ®Z Concentrated DL 0.0 The 0.00 ft. d1\ Concentrated LL 0.0 The From Left Support Left DL Reaction 284.0 lbs Right DL Reaction 401.0 Ibs Loft LL Reaction 340.7 The Right LL Reaction 481.3 lbs Roof Pressure Coefficents and Calculated Roof Preceurec From 10 to 30 degrees, h*: prang Pressures(no int) Positive Zone 1 Negative Press.Coefficents Pos.Press. Overhang Coefticents Negative Pressures Zone 1 Zone 2&3 All Zones Zone 2 Zone 3 Zone 1 Zone2&3 Zone 2 Zone 3 All Zones -0.834 -1.639 0.37 -2.20 -2.91 *Intemai pressure 0.18gh included In above calculations to produce maximum loading Uplift Reactions For Zone 2: 0+Lr= 628 Cos theta Sin theta 0.60+W= -384 10 psf-W= -441 Left Reaction= -671 -864 -138 D+Lr+W= 70 Right Reaction= -581 .584 -141 D+0.75(Lr+W)= 124 (no Increase in stress allowed for this combo) Uplift Reactions For Zone 3: 0+Lr= 625 Cos theta Sin theta 0.6D+W= -384 10 pef-W= 441 Left Reaction= -571 -654 -138 D+Lr+W si•• 7o 0 i i •• • • •• -141 D+0.75(Lr+W)e3• 1&4,p •KIqo Jc&aJe 6 sf ess allowed for this combo) Right Reason m -581 • • • • • • • • • •• ••• •• • • • •• D+ = 625 Downdraft Reactions All Zones: Cos theta Sin theta 0.8D+i1K= ••Z7o •••10 psi"W=• 213 Left Reaction m 103 100 26 D+Lr+811 a 0 724 0 • • • • ••• Right Reaction a -230 -223 -66 D+0.75(Lr+W?. a 614 :(nolrS mp%gtrels flowed for this combo) NOTE: Zone 2,3,&OH pressures are applied on the left side. Loa!Combos are for left reactions only. ••• • • • • ••• • • • • • • • • • • • • Roof Member Component and Cladding Reactions per ASCROGER CHAVARRIA.P.E. 7-10 consulting Engineer.Fla.Uc.#50712 For Roof Slopes 3:12 780 Tsmlani Canal RD.miaml,FL33144 Ph-305-229-3874 Project: BRIAN&MARYLING WONG Project No.: 1236 N.E�83th085T.Miami Shores,FL33138 Truss T-4 O qh 0.18•gh a V kd 13 45 135.8 -Q•B - __. _. Left OH Main Span Right OH Tama Spec. ° Truss Data: 2.00 ft. 2.00 ft, L"2!3 0 184 SF 2.00 ft. 23.80 ft. d ; Uniform DL 25.0 pef Roof Slope 3:12 or 14.04 degrees Dl Qr� Uniform LL 30.0 pef Concentrated DL 0.0 lbs 0.00 ft. Concentrated LL 0.0 lbs From Left Support Left DL Reaction 887.5 We Right DL Reaction 687.5 lbs Left LL Reaction 825.0 lbs Right LL Reaction 825 0 lbs Roof Pressure C0911111cents and Calculated Roof Pressures From 10 to 30 degrees, h"- Pos.Press. Overhang Coefffosnts Negative Pressures Overhang Pressures(no int) Positive Zone 1 Negative Press.Coefficents Zone 1 Zone 2&3 Zone 2 Zone 3 All Zones (-0.4 Zone 1 Zone 2 8�3 All Zones Zone 2 Zone 3 _ A -0.800 -1.400 0.30 -2.20 -2.50 "Internal pressure 0.18gh included in above calculations to produce maximum loading p+Lr= 1513 .� Uplift Reactions For Zone 2: O,6D+W= -788 10 pef-W a Cos theta Sin theta D+ 13+W= 334 76 Left Reaction m 4215 -11� a 422 (no increase in stress allowed for this combo) Right Reaction a -887 -870 -218 D+0.75{Lr+W) D+Lr= 1513 -Wo .944 Uplift Reactions For Zone 3: Cos theta Sin theta 0.81)+W a 10 pef- -1219 .305 D+Lr+W; •0• • • • to&ves allowed for this combo) Left Reaction a .1256 -889 .217 D+0.75(Lr+W)_• 301 . morve. . • Right Reaction a •.• ••i •.i ••• i i ••• D+Lr a 1513 a 496 Downdraft Reactions All Zones: Cos theta 81n theta O.SD+W a ••.633 ••. 10�f•W • • D+��;yy m ; 1733 • • 221 55 • ' • • • • • iiowed for this combo) Left Reaction= p+0.75(Lr+W- ..1412 e(n�kVepsd'ir�tftVM. Right Reaction= -� .344 -� •.• • • ••• • • NOTE: Zone 2,3,&OH pressures are applied on the left aide. •.• • • • • •.• • Load Comb are for left reactions only. • • • • • 0 • Roof Member Component and Cladding Reactions per ASCE 7-10 ROGER CHAVARRM P.E. For Roof Slopes 3.12 Consulting Engineer.Fla.Lic.#50712 780 Tamlami Canal RD.Miami,FL.33144 Project: BRIAN&MARYLING WONG Ph=305-229-3874 Project No.: 1236 N.E.93th.ST.Miami Shores,FL.33138 8/24!2018 J-1 H _.._. -- B---- -Y-- - ....kd . kzt- ......_._.... . .__._.. 13 45 135.8 0.88 1.00 0.863 32.9 5.9 4.50 ft. Truss Data: Left OH Main Span Right OH Truss Spas 100 ft. 7.00 ft. 0.00 ft. 2.00 ft. LA213 m 16 SF Uniform DL 25.0 pat Roof Slope 3:12 or 14.04 degrees9 ► Uniform LL 30.0 psf Concentrated DL 0.0 lbs 0.00 ft. dr Concentrated LL 0.0 The From Left Support Left DL Reaction 289.3 lbs Right DL Reaction 160.7 the Left LL Reaction 347.1 lbs Right LL Reaction 1919 tie Roof Pressure Coefficents and Calculated Roof Pressures From 10 to 30 dog ': Negative Press.Coefficents Pos.Press. Overhang Coefficents alive Pressures ang Pnesures(no int) Positive Zonal Zone 1 Zone 2&3 AD Zones Zane 2 Zane 3 Zone 1 Zone 2&3 Zone 2 Zone 3 All Zones -0.18) -0.879 -1.951 0.48 -2.20 -3.44 -34.8 0' "Internal pressure 0.18gh included in above caic uldons to produce maximum loading Uplift Reactions For Zone 2: D+Lr= 636 Cos theta Sin theta 0.6D+W= -593 10 tef-W M -651 Left Reaction= -790 -767 492 D+Lr+W= -130 Right Reaction= -305 -295 .74 D+0.75(Lr+W)_ -25 (no increase in stress allowed for this combo} Uplift Reactions For Zone 3: D+Lr= 636 Cos theta Sin theta 0.60+W=•• -TA • •10 R�-•W i ••-033 Left Reaction= -977 -948 -237 D+Lr+W -31 00 0 i i • • Right Reaction= -281 -273 -68 D+0.75(Lr+W}_'. -161 066 : To Znc,6, U, � allowed for this combo) Downdraft Reactions All Zones: D+Lr= 636 Cos theta Sin theta 0.6D+J#ii ':334 •;•10 psf-W%• .276 Left Reaction= 166 161 40 D+Lr+04 0 797 • : . . . V Right Reaction= -96 -83 -23 D+0.75(L.r+WJ :676 ;{no.rbe �i�=dJffl s;Mowed for this combo) NOTE: Zone 2,3,&OH pressures are applied on the left side. • • : Ogg Load Combos are for left reactions only. . . • •• •• • • • ••• •• ••• • • • ••• • • ROGER CHAVARRIA,P.E. Cohn Enter.Fla.Ur,d 80712 r Masonry Wall DmIgn v1.10 Ta M W Canal Rd.Wand,FL33144 Coda:ACI 830-08 Ph a 3or).229.3a74 project Name:Brian$Marilyn Wong Reeldsnr:e project Numtler.1238 N.E.9311h.ST.Miami Shores,FL.33138 Design Element:Full Wall Data Input: Dead 1 a �0 Pit 0 m too 0 ft4bM H of Masonry waa a 10 ao R Dead 2 a50Pft e a too�t o R-Ibfft Fm(wwl*McPectlonl m 1a� Psi Did 3 m 0 pH a 0.00 in 0 ft4b ft Fa anpd EDLm 880 E AAm a 0 R OVftwag Tfi ollmess aR 8wL(ve 1 a 378 PMM-- ILL- 0 ft4WR Select RM Live 2 a 0 Of 0 0 fFlhfft LIV83- ape eOR-87fR 378 E Mu.a 0 R-ftdR Not Bloa Area,An a 40.7 01ft a PO 9a 0.00 M a ft4Wft Ix Moment of Irusrtia a 332.0 ke Yyhtd upBR 3a39 Off ( we ham boom) 480 ft4WR r,Radlus of gyastbn m 2.88 Unitam Lateral Load 0-00 fL 0.00 ft. a R-Itr(ft E a 138 00 P� Partial Unilorm Lateral Load a 0 Pei 0 $ 0 ft4b t Es a 20 x 108 a 29000000 Psi Concentrated lateral Lida 0 Of E fd�m 480 R-IbHt Modular Ratio n a 21 a 48 M Use b MaeonrY Moduli d- 3.81 M F'n Em gar Sim ear Ates Bar Area a 0.31 My 1500 1.35 808 Psi 4 0.20 p a As l b d a 0.0018951 20001.8 an psi 5 0.31 "(np)12+2np)"."P C 0.24 25p0 225 906 Psi 8 0.44 1 a 143 m 0.92 3000 2.5 e08 Pal 7 0.80 Fe a 025 Fm(1-(h!140r)"2)a 381.46 psi 40002.9 006 Psi 8 0.79 AVOW Fb a 0.33'F n a 495 psi S W 3.2600 Psi 9 1'27 10 1.27 swo 3.5 806 Psi Dead+4.75(Live+LaWeret)m ae Dead.laborer++lift a 8edton Propertles Dead+livea grouted Motor units Calls Bedding A MwiR lx M°/ft %In31Pl r M 102&0 82 6► 58b Ib Hollow n�-1 Face Sten 30.0 308.7 81.0 2.84 415 334.0 87.6 2.84 0.0 480 R-lb 380 R-Ib ft-malt Hollow crone-2 F 4433 116.3 2.19 100%SoJpP•noAA�6 0 full •• i9 •.0443.3 116.3 2.19 utt• 26.3 -1.5 14.6 Psi Hollowb• 8 M o 0 3`�„. •¢� • 378.8 99.3 2.43 fe,Axial Stress Fd1ow 16 bWV= •Fees 7N�• .S 0 Rr,t�wding stress 0.0 304.2 228.1 P� • •c.0a 9biep• • J3 •355.3 932 2.53 fs,Steel Stress 0 21187 15875 pd Hollow• 32 In o .00 •• 343.7 90.1 2.58 800 o pd Hollow 32 M o.c. f'al�e Sh�ti Add'1 steel stress to axial Tension 0 �qr 40 M o.m Face Shell 42.8 336.7 88.3 2.63 48 M o.c. Few Shea 40.7 332.0 87.1 2.68 fa J Fa a 0.070 -0.004 0.040 • 39.i 328.7 $8.2 2.88 �atn o.a.lase Shell 0 65.8 2.70 m r Fb a a� ae1a a4st HollowHo" 704 M o.a faoe 3ai 2.71 ?2 M e.c. • ..3 85.o Ritta+ftNfb ... 0• .. f.IFea • ••• • ... . . . . ... . . • • • • • • • • • • ROCIER C14AVAPJU&P.H. ConsuatV Engbuw.Fla.Lir.#$0712 r Masonry wall Design wi opening A.10 76o TaIeWri Canal Rd.MWN,FL33144 Code-ACI 530-48 Ph- ...................... Praled memo:Brian>i<Marilyn Wong residence pmjectNwnber!236M.EL.9"3tmh.StMiami, 33i3g ---------- 2015 0.00 In 0 ft4Wft Data input, Dead I-�Plf Loc in 0 ft4WR HOW or masonry W:, Dead 2. 35AGPff 0.00 in 0 ft OMR 81 - DPff ems 0 IWWR Pot oft hopec Dead 3 E� Emm, Fs 24M. 11801 XDL- ego f, Wall Thiduless ft in �Pft OA In0ft4btftUsed= 3m In Live iPif0 ftbift ft 0.00 InaMowry Opening ft Live 2 0 ft4bift 0.00 inis RM 48 0=,aWall Reinfbrci 'M Live 3- PR Zm'us 0 It4bfftNo.of bers&stm 8t fLO- .2 7 LL- 3n Not No&Area.An m 40.7 h?Ift Or emagE 0 ft4blit Ix,mom of Croft 332.00 Uniform Lateral 3939 1 per re Som bdbm) 492 ft4bRt 2.66 0 1 Psi 0�ft. 0 ft4btR r,118"Ofill"NWO parN Uniftm Lalms[�LE 0 ft-Wm E.- 135M Psi md 492 ft-lb/ft 0 Es m 29 x IcP. 2BOCOM 0 ContenegodignmiLoadq Pff N4,du.Pationm 21 Use b= 36 In Masonry Me" Bw Size Bar Area d 3.81 In PM Em 4 0.20 Bar Arm0.62 1500 1.35 e08 PSI 6 031 p.Aslbd- 0.004620272000 to am PSI 6 0.44 k-((np)A2+2r%p)A.54V= 0.35 2500 2.25 ON Psi 7 0.60 i-I-W3. 0.88 3000 2.5 606 Psi 8 0.79 Fa 026 Fyn i1-01140 fr2) 361.46 Psi 4000 2.9 e06 Psi 9 1.00 Allow Fb-0.33*PM n 496 Psi WW 32 606 PSI 10 1.27 8000 3.5 eOG Psi Dead 4 0.16 CLIVO+LdOMQ 0.6DW+lateral+vPKft0 secWn Pmpmfts DSW+H"= UnIts Gmuted Motar A 111% On Gob Bedftg Hollow fmm-i Face SW 30.0 308.7 81-0 2.84 1028.0 .0 lb 898 6t ftm Hollow 0 9 n"&2 Fun 41.$ 334.0 87.8 2.84 492 ft4b 3911ft4b t4bafft : 6 a og*,G *0443.3 116.3 2.19 OA none*3 *F14 0 443.3 116.3 2.19 *oFvJ e CM 0 -3.0 28.4 PSI %St . 0 a 0 37S.6 99.3 2.43 fa,Axial Sbv* 49.1 M&S PSI Hagow • 161S.c.Fj* • bender OWN 0.0 422.4 HWAO 241ht.c. fecou 611.3 •0 366.3 93.2 2.53 16648 12411 Psi WISH 0 A.o** 343.7 90.1 2.59 f%stem Strom 0 Hollow 32 In o.Q Faze 336.7 $8.3 2.63 a" to axial Tenelm 0 2334 0 PSI Hollow 40 In O.C. Face SW 42.8 87.1 2.68 Adcrl Hollow in ox- Fall Shd 40.7 332.0 2.68 -0AW 0.m r • = 3W 0328.7 862 falFam 0.136 :561no-e p. *• 96.2 85.8 2.70 fbtFb- 0A0 0.853 0.60 i 82 84 blo.c.*F K-CII i ;P4.3 8$.0 2.71 **a 0*0 000 0 • Florida Building Code Online Page 1 of 3 MIAo m F l&-De=Md BCIS KWW Log In User ftlsb'adon Hot Tufts [ Submit Surcharge j Steffi&Facts { PubikatOns FBC Staff SCIS Site MOP 'Un s :.Search i Brun� 1 iL Product Approval PI Lt SSI UWR:Public User - Regulation Product Approval Menu>Prodi or Ardf Anon Search>'tyq fo faUon Ust>AWIcatim DaW Fl# FL16294 Application Type New Code Version 2010 Application Status Approved Comments •••• Archived 0 • • ° • "' •• • �� • • • • Produq Manufacturer Nu-Vue Industries Inc. •••0•• • • • 'Address/Phone/Email 1055 E 29th street •00:64 Hialeah,FL 33013 t • •••• i (305)694-0397 •00**• • • i • • vtolat@sbcgiobal.net • •• •• •• • •�„ Authorized Signature Maria Guardado • •• • 000900 vtolat@sbcglobal.net •••••• • • • • op• Technical Representative ; • Address/Phone/Email •• • •' •••. • Quality Assurance Representative Address/Phone/Email .Category Structural Components Subcategory Wood Connectois Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Vipin N.Tolat the Evaluation Report Florida License PE-12847 Quality Assurance Entity National Accreditation&Management Institute - Quality Assurance Contract Expiration Date 12/31/2014< '< Validated By ;]esus GoWlez,P.E. . fia ValidaChecklist-Hardcopy Rcelved docl Certificateof Independence FL.16294'•'R0 COI scan0 02 S ¢ tr Referenced Standard and Year(of Standard) Standard Year _ AISI S100< 2907 ASTM D1761-88 k 2000 NDS .2005 Equivalence of Product Standards Certified By Sections from the Cod* i • Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr app_ tl.aspx?param=wGEVXQwtDgsNc735fDbMio... 4/17/20.14 Florida Building Code Online Page 2 of 3 Date Submitted 04/18/2013 Date Validated 04/22/2013 Date Pending FBC Approval 04/28/2013 Date Approved 06/11/2013 Summary of Products RL# Model,Number or Name Description 16294.1 ABS,AB7,NVHC 37,Tables 16 and 18 gage angle Clips and 5 way grip clip 117 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16294 RO II scan0 04.odf Approved for use outside HVHZ:Yes Verified By:Vipin N.Tolat,P.E.PE 12847 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16294 RO AE scan0204,Odf Created by Independent Third Party:Yes 0000 wage •0000• 16294.2 NVBH 24 and NVUH 26,Tables 2 Joist hangers •• • •••••• • • and 3 000000 •• • • 0000•• Limits of Use Installation Instructions 00600* • Approved for use In HVHZ:Yes FLi6294 RO 11 scan0204.Ddf 0000 • • .••• •: Approved for use outside HVHZ:Yes Verified By:Vipin N.Tolat,P.E.4PE 128417 • • • Impact Resistant:N/A Created by Independent Third Pa�t�i"4es •• •• 00000 Design Pressure:N/A Evaluation Reports 000000 • • ••••• Other: FL16294 RO AF cran0204•Ddf••••• •00000 Created by Independent Third Pa :Yes • •••••• • • 16294.3 NVHCR,NVHCL,NVSTA,NVHTA 18 gage Hurricane clips and 14;age si;le andrgjbj j• 00000• Tables 9,10,11 straps • • • • • Limits of Use Installation Instructions •• • • 09:• •0000: • • • Approved for use In HVHZ:Yes FL16294 RO 11 scanO204,Rd •• • Approved for use outside HVHZ:Yes Verified By:Vipin N.Tolat,P.E.PE 12847 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL16294 RO AE scan0204,odf Created by Independent Third Party:Yes 16294.4 NVJH,NVSO Tables 12 and 13 18 Gage and 16 Gage Joist hangers Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16294 RO I1 scan02O4 Ddf Approved for use outside HVHZ:Yes Verified By:Vipin N.Tolat,P.E.PE 12847 Impact Resistaft N/A Created by,Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16294 RO AE scan02O4 Ddf Created by Independent Third Party:Yes 16294.5 NVRT,Table 4 14 Gage Flat and twisted rafter ties. Limits of use Installation Instructions Approved for use in HVHZ:Yes FL16294 RO II scan0204 Approved for use outside HVHZ:Yes Verified By:Vipin N.Tolat,P.E.PE 12847 Impact Re shft tt:WA Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16294 RO AE scan0204 Ddf Created by Independent Third Party:Yes 16294.6 NVSNP3,NV 358,NV 458,Tables Skewed Nail Plate and 14 Gage double straps. 16,7,8 Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16294 RO TI scan4 Ddf Approved for use outside HVHZ:Yes Verified By:Vipin N.Tolat,P.E.PE 12847 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16294 RO AE scan0204 odf Created by Independent Third Party:Yes 16294.7 NVSTA,NVHTA Tables 20 and 21 14 Gage Single and Double Straps Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16294 RO 11 sc na 02044.0f Approved for use outside HVHZ:Yes Verified By:Mpin N.Tolat,P.E.PE 12847 Impact Resistamb N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL16294 RO AE scan0204.Qdf Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr app dtl.aspx?param=WGEVXQWtDgSNC735fObMio... 4/17/2014 - Florida Building Code Online Page 3 of 3 16294.8 NVTA,NVTAS,NVTH,NVTHS, 14 Gage Truss anchors wood to concrete Tables 1 and 5 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16294 RO II scan0204.odf Approved for use outside HVHZ:Yes Verified By:Vipin N.Tolat,P.E.PE 12847 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL16294 RO AE scan0204.g¢f Created by Independent Third Party:Yes 16294.9 NVTHJ and IKE,Tables 18 and 19 12 Gage Truss and Hip&Jack Hangers and 20 gage Stud Plate ties. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16294 RO II scan0204.odf Approved for use outside HVHZ:Yes Verified By:Vipin N.Tolat,P.E.PE 12847 Impact Resistant.N/A Created by Independent Third Party:Yes Design Pressure.N/A Evaluation Reports Other: FL16294 RO AE scan02O4.odf Created by Independent Third Party:Yes 16294.10 NVTP,NVTPH,NVHC Tables 14 and 20 gage Top Plate anchors and 18 gage Hurricane Clips 15 0000 ,Limits of Use Installation Instructions • • •*000 41 ••90:0 Approved for use In HVHZ:Yes FL16294 RO II scan0204.Ddf• • • Approved for use outside HVHZ:Yes Verified By:Vipin N.Tolat,P.E.IiE'12847 •••••• •• Impact Resistant:N/A Created by Independent Third>s&V,offt •• • •000 •••• Design Pressure:N/A Evaluation Reports 000000 • • • Other. FL16294 RO AE son0204,pdf• • • • i 0000: Created by Independent Third parFy:blas • • • 0000• 00.00• • • •0••• •• •• • 0000•• • 0000•• • • Contact • • • • 0000•• MO North Monroe Street Tallahassee FL 32_M2 Phone:850-487-1824 •••••• —�—• • • • • The State of Florida Is an WEED employer.Copyright 2007-2013 State of Florida.:: ::Al�.4SlbillW ;; :••••. Under Florida law,mail addresses are public records.If you do not want your e-mail address released in response to a public-records request,dost sewd electronic mail 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 Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an mall address if they have one.The emails pry may be used for official communication with the licensee.However emell addresses are public record.If you do not wish to supply a personal address,Please provide the Department with an email address which can be made avallabie to the public.To determine H you are a licensee under Chapter 455,F.S.,please click ifs,. Product Approval A-opts, so WN MR 0 1 VM http:/lwww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwkDgsNc735fObMio... 4/17/2014 Pane 4 TABLE 1 Truss Anchors KVTA 14 d Riveted Truss Straps, 20 G S ch s with Sant NVTAS 1" Perpendicuiar to�Wall �� H Praduat ength Code in 16 NV rA-16 WAS 212 1 .. 18 NVTA-18 WAS 214 H 20 NVTA-20 WAS 216 WN 4" ... 22 NVTA-22 WAS 218 B. to oild d L1 • ••••• •••••• 24 14VfA-24 WAS 220 NVTAS •••� •f�`it emcrete filed••• • • 26 NYfA�-28 NYTAS 222 e s,1� ••i1000"rY • • i•••• 28 NVTA-28 WAS 734 � i •••• •• •• ••••• 30 NVPA--30 WAS 226 • Y • •••••• • • • 36 NVTA-30 WAS 232 # • •••••• 48 NIfTA-4$ WAS 244 �• • 1�•• �••••� N 2J Q Lo • MIN4" 2r EMB. o NVTA 1" 0 Nees 01a. A" No. of Maximum AOo+ le.Load lba NVTA, WAS Fasteners Uplift Uplift L1 Singte L.2 Single each strap Single Double & €7th & Double 10d Strap Straps Straps Straps rSincfie m A9aw la Laod lbs No. of 5 757 1514 250 O FastenersUplift L1 Sind L2 Sing each strapDouble & t oufil & l}OW 6 , 1810 25U 10d x 1.5" Straps Straus Straps 7 8541]0s 2 5 223B 250 500 8 01804 250 5W• 6 1127 2254 385 565 9 em 01902 250 St�D 7 1136 2272 Sao 630 10 999 *1998 250 500 114 02288 520 634 11 1048 *2096 250 5W, 9 1153 *23W 520 630, 12 1096 *2192 250 500 10 1161 +2322 520 630 13 1145 *2250 250 500 11 1170 02340 520 630 14 1193 '2290 230 500 12 117$ r� 520 630 *Mote: For 8 or more nails.per strap, use double 13 1187 *2374 520 630 truss for double straps. For -ad Locule CD-1-6 i E Page 6 ��� NVRT Wood to Wood 16d Fasteners. Maximum Uplift load (lbs) 5Length[ Product Gauge TOTAL � Flat Ties Twisted Ties Code 6 3 588 5 588 NVRT-12 148 4 7255 724 16 NVRT-16 14 10 5 eel 860 12 6 998 996 18 NWT-18 11 1135 1132 14 7 20 NVRT-20 14 NVRT Wood to Concrete 22 NVRT-22 14 No. of 16d nails No. of I" diameter MGXl Urr0JPKtt to Wood Framing Topcons to Concrete •'Load (I!' •••°s• 24 NVRT-24 14 • • •• �•• r, •i'•' ••••i• 30 NVRT-30 14 4 4 • •• 7 • • jj±NV*RT—.36 14 •• •• gge• ••5 4 NVRT-48 14 6 $ • 9�1►••i• 0000• •0000• 7 5 •• ••• 1125 • .° • Notes: • • • • 0000•• i � � �p 00 �t • 0000•• 1. Specify "F" fix' Mt and "T" for Twisted when � �se C0016416 wee* i ••• s•••• ordering. • tfi� 2. Fosterer values are based on a minimum 1r " 1p thick wood members. "Taq�cat+s 3. * Indicates no. of nails in each connected 1 o wood member. a t o o Pa t o 4. iTW topcons shall be embedded a minimum of p Ir into concrete tiebeom or ttebearn f&m*d o with concrete fled masonry. ITW topco ns shall. NVRT Anchor have a min. edge distance of 2;" and minimum " staggered spacing of W as mown. Holes dia. 5. use only in Non—HVHZ. UPUFT 6. F6r uplift loads Cp=1.6 L�i+iGTH J r .. FLAT HALF connected Connected truss to d 21" Min. edge distance LENGTH Tie s"m formed with VM$T'ED concrete Mod masonry or concrete tie beam RCE ROGER CHAVARRIA.P.E Consulting Structural Engineer&Planner. Ph:305-229-3874 780 tamiaini Canal Rd.Miami,FL.33144 Project: Brian&Maryling Wong Res. Design by: Roger C. Address: 1236 N.E.93 th.St. • Page : 1 of Job: Miami Shores,FL.33138 Date : 8/12/2015 Structural Member: Check if the existing 8"floor joist with 3.5"tooping can support an additional 6"concrete topping 1.0- 1-8"Concrete Floor joists @24"o.c.with 3.0"Topping Load table as per S.P.I. (Strucural prestressed Industries) v r CAMBER IS INHERENT TO PRESTRESSED mw sraucrawu MEMBERS.HEAVY LOADING AND LONG ,p SPANS MAY-RESULT IN HIGHER CAMBERS. CONTACT SPI WITH ANY CAMBER CONCERNS. 11405 NW 138th Street,Medley,Florida 33178 • • •••• • • • TEL(305)556-6899 FAX(305)556-9696 www.spimiami.corn •• • •••••• •• .•.... .. . ...... 8"PRESTRESSED KEYSTONE JOISTS 3"COMPOSITE SLAB fc=3000 si •••• •••• Span(ft) . . . . . Spcg Design 18 19 1 20 21 22 23 24 25 1 26 1 27 28 30 32 34 �$ i' i i•••i• ••i••• A 170 150 130 115 100 90 80 70 55 • •• •' • 2,$„ B 160 135 120 105 95 85 75 55 _55 45 ••• ; • •• C 130 110 90 70 65 •7 • • • •••••• D 200 180 165 155 140 • • • • Span(ft) .• • •• �.� • • Spcg Design 18 19 , 20 21 22 23 24 25 26 27 28 30 32 34 Sys'fl. A 120 105 90 80 70 60 45 3,-6„ B 120 105 80 70 60 45 51 C 95 85 75 65 55 D 130 1201 110 105w= 2.0- Design load criteria S.D.L. (Superimposed Dead Load) 15 psf D.L. (6"concrete Topping) 70 psf L.L. .= 40 psf ,�e��+►��i������ E 125 psf P.•CHq`/,9 G ' No. 50712 - 3.0- The allowable Load of 130 psf>125 psf....OK Provide 6"concrete topping as specified on plans hav,�r i c.c : Load Table is attached. P.E,Lic. AL ��, t 1 _ fs ,! P a i1 !'A8Clf.916�iJ�l/ Structural Prestressed Industries,Inc. 11405 N.W.13e ST Medley,Florida 33178 Ph:(305)556-6699 Fax:(305)556-9696 www.spimiami.com ,JOISTS 0000 • . . 0000 0000.. 0000.. 0000.. AND 0 0000 BEAMSO SoFFrr . LOAD TABI&YAWO 0000.. . . 0000.. f i FOR SPANS AND LOADS NOT SHOWN f I IN TABLES CONTACT SPI ENGINEERING is CAMBER IS INHERENT TO PRESTRESSED sTxvc-rUxaL MEMBERS.HEAVY LOADING AND LONG SPANS MAY RESULT IN HIGHER CAMBERS. CONTACT SPI WITH ANY CAMBER CONCERNS. 11405 NW 138th Street,Medley,Florida 33178 A� TEL(305)556-6699 FAX(305)556-9696 www.spimiami.com 8"PRESTRESSED KEYSTONE JOISTS 3"COMPOSITE SLAB fc=3000 i Span(ft) Spcg Design 18 19 1 20 21 1 22 1 23 24 1 25 1 26 27 1 28 30 32 34 Sys-WL ps A 170 1501 130 115 100 W 80 —7o-I 55 2,�" B 150 135 120 105 95 85 75#270§ 55 45 57 C 130 110 90 65200 180 1655 140 Span(ft) Spag Design 18 19 20 21 22 23 24 1 25 1 26 27 28 30 32 34 Sys'M .... A 120 1051 90 80 70 60 45 (ps • • •••• •••••• 3,$" B 120 105 90 80 70 60 45 •• • •• • • C 95 85 1 75 65 55 • • • • D —1—30 r 120 110 105 •••••• • i••••i Span(ft) • 0�8• •• • i • • Spcg Design 18 19 2(1 21 22 23 24 25 26 27 28 29 30 32 ••• ••• •• ••i••• • •••••• A 90 80 70 60 1 50 • •••••• B 105 90 75 65 60 50 45 s•••• • • • 4'-6" C 100 90 1 80 70 6580 55 50 45 0480 • • +•••i• D 145 135 125 115 105 95 85 80 70 • • i••••• • • 8" PRESTRESSED KEYSTONE JOISTS 4" Min. COMPOSITE SLAB fc=4000 •i • ••o••s • • Span(ft) Spcg Design 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 Sys'W' A 70 60 50 5,$" B 90 80 70 60 50 59 C 120 1101 100 90 80 70 60 50 D 155 145 135 125 115 105 95 85 80 75 70 65 60 50 Span(ft) Spcg Design 14 15 16 17 18 19 20 21 22 23 24 26 28 30 Sys'M A 70 65 60 55 50 45 6,$" B 11085 80 75 70 60 50 45 57 C 105 1001 95 90 85 75 65 55 45 D I 140 1351 130 125 1201 115 110 100 90 80 70 60 55 45 These tables provide allowable superimposed service loads(in pst)on the composite system based on the following assumptions: 1-Prestressed Concrete: fc=6000 psi 2-20 psf of the allowable superimposed service load is considered dead load on the composite system 3-Loads are based on ACI 318-02 4-Loads in the shaded boxes are controlled by serviceability(i.e.initial camber,permissible deflections).SPI recommends changing to a 4"thick slab with fc--4000 psi min. 60� ) V - some Miami Shores Village y Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER j� THE FLORIDA BUILDING CODE I(We)have been retained by x/ to perform special inspector services under the Florida dujjding Code at the project on the below listed structures as of �• Oats).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: L9 SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(84404.6.1.20) 000 ❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2)'•.' ; +�• 04:0 ---+° ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(84407.5.4) + • ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(84408.5.2) • •• • .+. •• ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.&1(R4404.4.3.1) '••••• • ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(84405.9.12) •'••• • •••• ❑ SPECIAL INSPECTOR FOR •• + • . • . Note:Only the marked boxes apply. •+•••® :••••• •o••• The following individuals)employed by this firm or me are authorized representatives to perform i�speotion* """ 1. 2. • 3. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by edu • • ':see.:•+•+ licensure to �4o al perform th duties assigned by the Special Inspector. The qualifications shall include.licensure as a professional engineer or architect; uation from an engineering g eenng education program in civil or structural engineering; graduation from an architectural educationr ram;successful completion of the R o9 pl NCEES Fundamental Examination;or registration as building inspector or general contractor. I,(we)will notify Miami Shores Village Budding Department of any changes regarding authorized personnel performing inspection services. 1,(we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Budding Department Inspector.All mandatory inspections, as required b the Florida BuildingCode,must be' Y performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department.Further,upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that to the best of my knowledge,belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Cale and are in substantial accordance with the approved plans. Si nod and Sealed; Engineer/Architect Name M -780 / 4J1A J1 C AA*L JU- aaaress / —13 1 , DATE: Phone No. +�. r Created on 6/10/2009 ASCE 7-10 Wind Loads on Buildongs (Directional Procedure) 12er ASQE 7-10 Description: 1236 N.E 93 ST. MIAMI SHORES,FL.33138 Analysis : EMPLOYEE User Input Data Calculated Parameters Structure T BuildingImportance Factor 1 Basic Wind Speed 175 mph Huffkane prone Region 900 mph) St t ruc Cat o I II 111 or I 11 Table 6-2 Values Ex ure B C or D D Alpha= 11.500 Sruc Nat Fr uen n1 1 Hz = 700.000 Slope of Roof 0.3 :12 Slo of Roof eta 1.2 D De of Roof Gabled Kd Directonal' Factor 1 Eave Height(Eht) 10.00 ft Ridge Height RHO 15.00 ft Mean Roof eight Ht 12.00 ft Width Perp.To Wind Dir B 45.00 Ift t= 0.087 '^ hArldth Para[.To Wind Dir Q 80.00 Ift Bt= 1.070 Bm= 0.800 Calculated Parameters Cc= 0.150 Type of Structure I= 650.00ft Height/Least Horizontal Dim 0.27 Epsilon = 0.125 Flexible Structure No min= 7.00 ft •• .... ...... Gust Factor Cateaory I: Ri ld Structures-Simplified Method Gust1 I For rigid structures Nat Freg> 1 Hz use 0.85 • • Gust Factor Category 11: Rigid Structures-Com late An Is .... ;•••• VGust2 0.6*Ht GARS ft •• ..... Cc* 33/z"0.167 Q.1 •.:..' I*zm/33"E silon 537.36 ft •••• • 1/ 1+0.63* Min B L+Ht/Lzm"0.63 ^0.5 4. •• 0.925* 1+1.7*Izm*3.4* / 1+1.7*3.4*Izm .8914 :... ""•• Gust Factor Summary • • • •••. G ISince this is not a flexible structure the lessor of Gust1 or Gust2 are us 0.85 ' • Condition Gc i Max+ Max- Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Inclosed nclosed Buildings 0.18 -0.18 Buildin s 0.18 -0.18 created with rt'r rrofos Tonal Kaci Yha fnsa 4ria€on�rws a[niveE 3f..:::,rr,'rrv:i�evc.nal ASCE 7-10 Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 Figure 6-11 - External Pressure Coefficients. GCo Loads on Components and Cladding for Buildings w/Ht<=60 ft -�-�-- ----+3 Ht 5 1 5 i 1 4 4 I 5 ' -�---- -----'- a a a a Gabled Roof i Theta.<= 7 a= 4.5 -_> 4.50 ft FACTORED ALLOWABLE Component Area Zone GCp Wind Press(Ib/ft"2 Wind Press Ib o2 • ft^2 Max Min Max Min fax,* , Min•• ••.•V A 55.00 5 0.78 -1.02 77.73 -97.30 4 .64 -58.3 0. B 5.00 4 0.90 -0.99 87.23 -94.50 5 -56. • •••••• C 9.00 4 0.90 -0.99 87.23 -94.50 52.%, -56.70 •... D 36.66 5 0.81 -1.08 79.99 -101.82 474a.'. -61. • • • ` E 6.00 4 0.90 -0.99 87.23 -94.50 5844 * -5640 �;••• F 24.00 5 0.84 -1.14 82.35 -106.55 4041- -6= G 18.00 4 0.86 -0.95 83.95 -91.22 .3 -54.73• .' H 27.50 5 0.83 -1.12 81.59 -105.03 4$.96 -6 •••.:. 1 24.00 5 0.84 -1.14 82.35 -106.55 &.41'. -63'93 • 1 12.00 5 0.89 -1.23 86.22 -114.28 51.13 -68,37• ; • • K 45.83 5 0.79 -1.05 78.74 -99.33 47.25 -59.66 1 52.22 5 0.79 -1.03 78.02 -97.88 46.81 -58.73 2 81.67 5 1 0.76 1 -0.97 75.52 -92.89 45.31 -55.74 JI Note: 'Enter Zone 1 through 5,or 1 H through 3H for overhangs. U 201 created with nitro professional .�w> �iiia i,�,e iF�rm �rtinop$s.,ret:ptc(�saoe'ai U.S.DEPAOTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 -Nvonai Flood rn=nvwe Program Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE _ Al. 04r�gL�N 4w IAN WONG Policy Number: A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company MAIC Number 1236 N.E. 93 STREET City State ZIP Code MIAMI SHORES FLORIDA 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Folio#: NIA A4. Building Use(e.g.,Residential,Nan-Residential,Addition,Accessory,etc.) Residential - A5. Latitude/Longitude:Lat. Long. Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. ,. A7. Building Diagram Number 8 A8. For a building with a crewlspace or endosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) WA sq ft a) Square footage of attached garage 400 sq ft b) Number of permanent flood openings in the crawispace b) Number of permanent flood openings in the attached garage d or enclosure(s)within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes 29 No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name W.State 120652 1 MIAMI-DADE COUNTY I FLORIDA B4.Map/Panel Number B5.Suffix I B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone Effective/Revised Date Zone(s) AO,use base flood depth) 12086CO306L L 9/11/2009 1 9/11/2009 1 AE 8 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE In Item 139: 29 NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located Ina Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes 91 No Designation Date: WA ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* 1J Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARAE,AR/Al-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in item A7.In Puerto Rico only,enter meters. Benchmark Utilized: Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. $I NGVD 1929 ❑NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE Check the measurement used. a)Top of bottom floor(Including basement,crawlspace,or enclosure floor) 12.29 ®feet ❑meters b)Top of the next higher floor 16 7R ®feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A ®feet ❑meters d)Attached garage(top of slab) 12.23 ®feet ❑meters e)Lowest elevation of machinery or equipment servicing the building 14.24 ®feet ❑meters (Describe type of equipment and location in Comments) 1) Lowest adjacent(finished)grade next to building(LAG) 1209 ®feet ❑meters g)Highest adjacent(flnished)grade next to building(HAG) 1:2,29 ®feet ❑meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support N/A ®feet ❑meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certNy elevation information.t certify that the rotor nation on this Certificate represents my best efforts to interpret the date available. I understand that any false statement may be punishable by fine or h prisonme+tt under 18 U.S.Code,Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No � ._• ••9 Certifler's Name MIGUEL ESPINOSA License Number 5101 o Sr>.f a: ThIVROFESSIONAL SURVEYOR&MAPPERCompany Name Espinosa `ss•-.<<nAdftR �,.• ,� � SW 190 ST E UI E 3110 CityMIAMI Ste ZIP Co-33157 Signature Date 19/2015 Telephone 305 740-3319 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE,page 2 - IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Rahe and Box No. Policy Number. 1236 N.E.93 STREET . c�v MIAMI SHORES Plateto APkde Company NAIC Number SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments LATITUDE LONGTITUDE PER GOGGLE,ATTACHMENTS=BUILDING PICTURES C2E=AC UNIT 44491;� 3/19/2015 Signature Date SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, A and C.For Items E1-E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation Is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom flop(including basement,crawispace,or enclosure)is ®feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(Including basement,crawlspace,or enclosure)is ®feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided In Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is X feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is W feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is W feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,Is the top of the bottom flop elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No 50 Unknown.The local official must certify this Information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-Issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here If attachments. SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable Item(s)and sign below.Check the measurement used in items G8-G10.In Puerto Rico only,enter meters. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who Is authorized by law to certify elevation Infomation. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-Issued or community-issued BFE)or Zone AO. G3.❑ The following Information(Items G4-G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been Issued for. ❑New Construction ❑Substantial Improvement G8. Elevation of as-!wilt lowest floor(including basement)of the building: feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: feet ❑meters Datum G10.Community's design flood elevation: ®feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 1236 N.E.93 STREET City State ZIP Code Company NAIC Number: MIAMI SHORES FL 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View/' and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than well fit on this page, use the Continuation Page. r�/_ 0 LL y > now L � � I..L FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs ' Continuation Page IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 1236 N.E.93 STREET City State ZIP Code Company NAIC Number: MIAMI SHORES FL 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View' and "Rear View'; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. W . t aP' J A FEMA Form 086-0-33(7/12) Replaces all previous editions. Surveyor's Legend PROPERTY UNE STRUCTURE FND FOUND IRON PIPE B.R. BEARING REFERENCE TEL TELEPHONE FACILITIES / ® CONC. BLOCK WALL PIN AS NOTED ON PLAT A CENTRAL ANGLE OR DELTA U.P. UTILITY POLE —X—x— CHAIN-LINK FENCE OR WIRE FENCE I" LICENSE $ - BUSINESS R RADIUS OR RADIAL E.U.B. ELECTRIC UTILITY BOX V" WOOD WOOD FENCE ISI LICENSE $ - SURVEYOR RAD, RADIAL TIE SEP. SEPTIC TANK IRON FENCE CALL CALCULATED POINT N.R. NON RADIAL D.F. GRAINFIELD ---- EASEMENT SET SET PIN TYP. TYPICAL A/C AIR CONDITIONER —-— CENTER LINE A CONTROL POINT I.R. IRON ROD S/W SIDEWALK ® WOOD DECK 0 CONCRETE MONUMENT I.P. IRON PIPE DWY DRIVEWAY BENCHMARK N&O NAIL& DISK SCR. SCREEN O CONCRETE ELEV ELEVATION PK NAIL PARKER-KALON NAIL GAR GARAGE ® P.T. POINT OF TANGENCY D.H. DRILL HOLE ENCL ENCLOSURE ASPHALT ® P.C. POINT OF CURVATURE WELL N.T.S. NOT TO SCALE BRICK /TILE P.R.M. PERMANENT REFERENCE MONUMENT ® FIRE HYDRANT F.F. FINNISHED FLOOR WATER P.C.C. POINT OF COMPOUND CURVATURE ® M.H. MANHOLE T.O.B. TOP OF BANK P.R.C. POINT OF REVERSE CURVATURE O.H.4 OVERHEAD ONES E.O.W. EDGE OF WATER /1— APPROXIMATE EDGE OF WATER P.O.B. POINT OF BEGINNING TX TRANSFORMER E.O.P EDGE OF PAVEMENT ® COVERED AREA P.O.C. POINT OF COMMENCEMENT CATV CABLE TV RISER C.V.G. CONCRETE VALLEY GUTTER P.C.P. PERMANENT CONTROL POINT W.M. WATER METER B.S.L BUILDING SETBACK UNE TREE M FIELD MEASURED P/E POOL EQUIPMENT S.T.L SURVEY TIE UNE 7QC POWER POLE P PLATTED MEASUREMENT CONC. CONCRETE SLAB q CENTER UNE ® CATCH BASIN 0 DEED ESMT EASEMENT R/W RIGHT-OF-WAY C:U.E. COUNTY UTILITY EASEMENT C CALCULATED D.E. DRAINAGE EASEMENTP.U.E. PUBLIC UTILITY EASEMENT I.E./E.E. INGRESS/ EGRESS EASEMENT LM.E. LAKE OR LANDSCAPE MAINT. ESMT. 48.E. LANDSCAPE BUFFER EASEMENTC.M.E. CANAL MAINTENANCE EASEMENT U.E. UTILITY EASEMENT R.O.E. ROOF OVERHANG EASEMENT L.A.E. LIMITED ACCESS EASEMENTA.E. ANCHOR EASEMENT Properly Address: General Notes: 1. The Legal Description used to perform this survey was supplied by others. 1236 N.E. 93 STREET This survey does not determine or is not to imply ownership. 2. This survey only shows above ground Improvements. Underground utilities, MIAMI SHORES, FL 33138 footings,or encroachments are not located on this survey map. 3. If there is a septic tank,well,or drain field on this survey,the location of such items was shown to us by others and the Information was not verified. Flood Information: 4. Examination of the abstract of title will have to be made to determine recorded instruments,If any,effect this property. The lands shown herein were not Community Number. 120652 abstracted for easement or other recorded encumbrances not shown on the plat. 5. Wail ties are done to the face of the wall. Panel Number: 12086CO306L 6. Fence ownership is not determined. Suffix: L 7. Bearings referenced to line noted B.R. 8. Dimensions shown are platted and measured unless otherwise shown. Date of Firm Index: 9/11/2009 9. No identification found on property comers unless noted. Flood Zone: AE 10. Not valid unless sealed with the signing surveyors embossed seal. 11. Boundary survey means a drawing and/or graphic representation of the Base Flood Elevation: 8 survey work performed in the field,could be drawn at a shown scale and/or not to Date of Field Work: 3/18/2015 scale.12. Elevations if shown are based upon NGVD 1929 unless otherwise noted. Date of Completion: 3/19/2015 13. This is a BOUNDARY SURVEY unless otherwise noted. 14. This survey is exclusive for the use of the parties to whom it is certified.The certifications do not extend to any unnamed parties. 15. This survey shall not be used for construction/permitting purposes without written consent from Miguel Espinosa. Legal Description: LOT 6 AND THE EAST 25 FEET OF LOT 5, BLOCK 2, OF SUBDIVISION BAY LURE,ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44, PAGE 63, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA PRINTING INSTRUCTIONS: a o: ; ; ; . successors and/or assigns as their interest may appear. While viewing the survey in any Acrobat Reader, select the File Drop-down and select"Print" Select a color printer, if available, or at least one with 8.5"x 14"paper. Select ALL for Print Range, and the#of copies you would like to print out. Please Copy below To—rVo-licy Preparation Purposes only: Under the"Page Scaling"please make sure you have This policy does not insure against loss or damage by reason of the following exceptions: selected"None." Any rights,easements,interests or claims which may exist by reason of,or reflected by,the following facts shown on the survey prepared by MIGUEL ESP/NOSA dated Do not check the"AutoRotate and Center" button. 03119/2015 bearing Job# A-57269 Check the"Choose Paper size by PDF"checkbox. a)NO NOTES Click OK to Print. b) N M.E. Land Services, Inc. iE 10665 SW 190TH Street, Suite 3110 MIAMI, FL 33157 PHONE:(305)740-3319 FAX#:(305)669-3190 LB#6463 WMAELANDSERVICES.COM `+ Survey:A-57269 Client File* WONG Page 2 of 2 Not valid without all pages. rdered By: 9 am gNEmS1 b �,a wgms3 ME t7 W971h St 2 NL9'MtBt Zf NE 90 St r. NE 95th St St NE 95ID St 95th - 9¢95ID9 �NE ; 1 d - I to t e NE St NE919fTmace � - _ tk9 19 Kgmst 'f&9W1 S1 NE 8981 V I 04 ` 89819 .arc N.E. 93rd STREET ,I 20' ASPHALT PAVEMENT o e N ?8.00' J0.30' h `v 15' PARKWAY 290.93'm f 0015.OD'"(P)(M) P.C. 1 40.112- x.0.1/2` `9 , 9 toASPHALT S Y DRIVEWA N O 10.23 2 0 M 22.92 x LO N .0 37,42 " 0 x •� h C N LL N � a 14.31 v 0 Y ONE STORY N cr U % ;, RESIDENCE a 1 C �5 #1236 37.51 9.66' p 90 Z m N 22.20' h m " 10.23' b 10 W 3 00 N TILE N N PATIO ' x x x 21.45' al► f0 83' J 0 GENERATOR w K 0.33' .d 0.13' — — ria.►/2- 100.00'(P)(M) rIra%2` — — is LOT 21 LOT 20 LOT 19 BLOCK 2 BLOCK 2 BLOCK 2 Accepted By: roperty Address: 1236 N.E. 93 STREET NOTES: NO NOTES MIAMI SHORES, FL 33138 I THAT THIS'BOUNDARY SURVEY'IS A TRUE AND CORRECT REPRESENTATION OF A SU REPAIRED R MY DIRECTION.THIS COMPLIES WITH THE WNIMUM M.E.Land Services,Inc. TECHNICAL STANDARDS, ET FORTH BY THE TE OF FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTE 17.FI 16/4 WINIST THE CODE PURSUANT TO 472.027,FLORIDA STATUTES. 10665 SW 190TH STREET SUITE 3110 SIGNED FOR THE FIRM MIAMI, FL 33157 MIGUEL s a STATZ o- PHONE:(305)740-3319 A$a o A no Qr P.S.M.No.5101 _ FAX:(305)669-3190 NOTTHIS MAP S NOT VALID AND THE ORNATURE IGINAL RAISED AUTHENTICATED EAL ELECTRONIC F A LICENSED SURVEYOR R LB#:6463 AND MAPPER. 0 Survey:A-57269 Client File#: WONG Page 1 of 2 Not valid without all pages. A MIAMI•DADE MIAMI-DADE COUNTY BE PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 HOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.m amldadegovlpera Curvy-A-Tech Corporation 930 West 23`d Strut Hialeah,FL 33010 ` 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 Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA 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:Extruded Aluminum Tube Mullion—L.M.I. ' APPROVAL DOCUMENT: Drawing No.M95-19A,titled"Aluminum Tube Mullions",sheets 1 through 5 of 5,dated 12/07/95,with revision D dated 04/12/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,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:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#08-0813.08 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. NOA No.12-0430.02 e ou Expiration Date: March 28,2018 7/ Approval Date: August 02,2012 Page 1 Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M95-19A,titled"Aluminum Tube Mullions",sheets 1 through 5 of 5, dated 12/07/95,with revision D dated 04/12/12,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 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 along with marked-up drawings and installation diagram of aluminum fixed windows mulled together,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL 5636,dated 06/12/08,signed and sealed by Carlos Rionda,P.E. (Submitted under previous NOA#08-0813.48) 2. Test report on: 1)Uniform Static Air Pressure Test,Loading per PA 202-94 along with installation diagram of aluminum fixed windows mulled together,prepared by Hurricane Engineering&Testing Inc.,Test Report No. HETI-96-1054,dated 02/01/96 signed and sealed by Hector Medina,P.E. (Submitted under previous NOA#07-0424.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC- 2004/2007,prepared by Al-Farooq Corporation,dated 07/22/08;updated to comply with FBC-2010 on 04/16/12,signed and sealed by Javad Ahmad,P.E. (Partially submitted under previous NOA#08-0813.48) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010, and of no financial interest,dated April 16,2012,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 08-0813.08, issued to Cury-A-Tech Corporation for their "Aluminum Tube Mullion", approved on 10/02/08 and expiring on 03/28/13. aR a P.E. Product Con 1 aminer NOA No. 2-0430.02 Expiration Date: March 28,2018 ApproVai Date: August 02,2012 E-1 e a 1.000 I"- f p--1.790--q .� I 4W � I f .� �/ 2.000 728 TYP. V. .128 }.836 ,.838 • ,2s 1 X 2 X 1/6" 4•SW j I cLAZSF�Xi PRODUCT _ TUB M LLION eoe3—T6 aeee� tay-( L'� �' M 1 ON CU (8083-TSI) 1.000 If� (ALT.TO ANGLES) roTAL WINDOW F'RAEIE <O INTO LENGTHS MUSTTUBE CUT TO FIT SNUG LEGS ml 7-3/4 X 4-1/2 X .9110" 1,400-1 3.000 •2 TUBE MULLION 8083-T8 �. MULLIONS CONTAINING TYPICAL-GLAZING PRODUCTS t= .125- 2.Q10 I HORIZONTAL OR VERTILi L—i I CAi 2.125 2.125 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AFID SPAISAXi to TUBE MULLION -31 3 6063-TS - _ ,.OtM .129 Sb00� -t.48O MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED 2 4.000 TYP. MULLION C (8083-T5) MULLN)N LIP IMPACT AND NON-IMPACT RESISTANT PRODUCTS. P (ALT.TO m "W O CLIP LENGTHS MUST BE CUT TO FR SNUG LEGS 6dOW:D m .125 Wo TUBE MULLIONS. RECTANGULAR AWMINUM TUBE MU 1 IONS ~ 69h USING MULLION PROPERTIES ONLY To NOTES: i C4 4.000 .128 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 7 j$ 2 X 4 X 1/8" 2.000 ZEE(WHZ) eM INCLUDING HIGH VELOCITY �.o TUBE MULLION E: YANG LOAD.W06TER C_� L ALL(GAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE ol V w 8083-TB INFTLTRATION,APPLICABLE,FFORCED ENTRY RELDING CODE SISTANENTSCE. (SAFEGUARDS ETC Ll L_j 2,000 � WOOD SUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER 2000 LOM TO THE STRUCTURE, g 1 X 4% 1/8° ANCHORS SHAIL 13E AS LISTED.SWED TO BASE WMILAL SHALL BE WA ANO(��.EMBEDMENT . 3 p TUBE�pFI ANLL CLIP (sow-T6) 4 8083-TB AK FGG CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ggq[[ OF APPROIAL 1.7m + $ I A LOAD DURATION RRREA$s USED IN OEM OF ANCHM INTO III=ONLY. 125 MATENOMS u BUT NOT LNM3)TO COME INFO TYP.CONTACT PITH OTHER DBSIM9AR MMERWLS 91ALL MEETTIiEQUMENIE TSTS ,. OF THE FLORIDA BLDO.COW SECTION 2003.6.4. 090 1 _ full TYYR 6•� INSTRUCTIONS: THIS NOA IS NOT VALEWITHOUT CORPORATE SEAL USE CHANO RT$AGRAPHS AS FOLLOWS. OF CURV-A-TECH CORPORATION ANO A'ABEL AFFIXED. <m u 4.000 STEP 1 DETERNISE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. �( L STEP 2 QAADM� GLAZING PRODUCTS MEETINGEQUIREMENTS. PRODUCE RB:VIB® § a STEP 3 USE CONNECT"TO MULLON AS PER PRODUCT q Ng 0olttpl�WItlN1110F1odN1a FLA PE �T�82 N �" i gcob . • C:A:N.5TH 4 �R%PHRATs OONN S i ET 2lSE SIE WITHAOtta°°�0°i 1 �2 IN SEEP 1 ABOVE. By 1-•3/4 X 4 X .060" 2 X 6 x 1/8° USING ANCHOR TYPES ON SHEET 4,AND ANCHOR GRAPII11 'aYR 1� S$ draaing rro. TUBE MULUG TUBE MULLION STEPS ON SHEET 3.SELECT ANCHOR TYPE WITH OE9GN RATING M95-19A 8063-TB 8083-TB MORE THAN THE DESIGN LOADS SPECIFIED IN STEP,ABOVE. ttheet 1 Of g - ■ ■■ 1 Imm96mYm IQR�im ■■�■■ ■■■ ■iiv■#\■■■o\o■■ ME ■1�7.111a MIXIM 111 ■l\SUMMER■■ WEEN Ai■■■■■ ■11■■■■■■■■■ ■mu■■■■mo■ ■\i■■mwmmm■■■ ■■■SEEM■■■■■ 111■■W-2-T- ■■■►,■ a ummu\■■\■■ IS■■■E mill■■ 'M NO � I�HEM\■■■■■■\ �■m mmm mm■omm � ■MMES► ■■■■�■ - MENNEM N■EM■■BEEN NEE Im NEE woommmmumomm ■■■►\■■■■■■■■ WE■■■■\MM■■E LIMEM■■■■►■■■ 11■■ ■■■\■■► ° tin - al"WI-PREE■\MME■ - momm■\■■■\m■ - \�■i ii■■■■■mam --- ■\\i■■■■■\■■■ ' ■. ■mmol■■\■ ■■■mmoom■■■ ■■■■■■■■■\■■ ■ ■mumomm■m ■\\■ommmoo■■■ \\■\■■■■■■■\\ \■. ■■�\■►■ ■ ■\!■\'■■■►\■■ \c�■mm■■■■■■■ \\■\��L■�\��im� ■■mammm■■\■■ \\■MO■■■■■M■ ■menti►■■■momm ■\mommum■■■■ ■[ ■■►■■■■■■ " MEME\NMEEN■ 1. lAm !� ■a iii�i\■■■\\■■ _.. ■mwmmnmmmmom ■\\■u!■■\\■\\■■ ■t\■lifiii\■��■■\ ■MEMEtt EWEEM\ ■WEE►\MMENERIM ■\\■►\■■\N■\■■ VIEVIEV■■■\■NE i!\\■►\■►r■■\\■■� ■NE■E■■■■¢■■ momm■■■■■mom 11\1■■■■■■■■■■ , ME\ME01■■■Cm■ll ■■■►\■■\Miiilli■► ' ' ■lll■■\■\\■■\ " ■■■►\■■■■■\■■ • ,• ■�\■■lo EMM■■■ ■n NO ■■\\!!!!�■ �. ■►�■■■■►■■E►■ ■mmmo■■■m■■■ " MSOME ME X11111 - ilm■■MENNEM■► mommo■■■■■■■ _ ■■■■■■■■■■■■ . sa■■■■■■■■ ' ■ummm■►■■■■■ ■■�\■■■■\�■■\ e�noo■ ■■■►■■■►■ ■mmm M■►E■hME Almommmmom ■■■ ■\■■�■■� ■■sir\■■■\�■m ■■mummom■■►■ ■■■■\■■\■■■■ ■ \■■■■■�\■ ■■■\■■■momma ■■■ ■ mm ■�wammom■■■ ■■■■ummo ■■ ■■■■■m■mo■■■ ■,■■„■ q 4 .y i .Q 4 7 i /j i .i 9 i i i' .i i � a��; ✓:..,,; x M 4,.0 t3 m ANCHOR LOAD CHART a9 ANCHOR LOAD CHART ANCHOR LOAD CHART r+ ANCHORS TYPE A ti Q TYPEA N N m 838" ML SPA mELK O a 6 ti 0. N m mIQ- 7 �m a a m 0' p• 7 _ i - j d aa pmp - 0 8 p m <b C F- 0� ~`0 7 M14' ~� �� z F 0 _ to In ANCHORS TYPE 8 ANCHORS TYPE C m M TYPES TYPEC j c $ ro Z ! N� 20 30 40 50 60 70 80 20 30 40 50 60 70 B0 20 30 40 50 60 70 90 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES CD r NORRa+TaL wawa+ asaRc Aa NOTE• � ��a ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD. SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEET 4. PRO= + 9 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) GLUM MAM Lim ANCHM moo a 0ORC wt wz tauwort saga . ` 7050 µ �t TYPICAL MULLION-ARRANGEMENTS austeta drawing no. [!DTH (om) w' Z— - ANCI30RS , M95 19A street 3 of I ANCHORS TYPE 'A' ANCHORS TYPE `B' ANCHORS TYPE 'C' _ V a INCH'WOOD BUCK �� J/4'0 ULTRACON TO ACCUMMATE 1%ANGLE as°.1/4'0 ULTRACON CLiP,ANGLE TO MASONRY Z 2 ALUM ANGLE- LE° 4 2 AL MX 1/ °e 2//WGI.E z x a x 7 LE TUBE MULLION !� ALUM ANGLE ,° _ p 14 SAL& p 14 S.M.S _ 2/ANGLE ._ 2/ANGLE g to s.GLE ° � 3/ANGLE a a _-_7_ __ --- 1/4'0 ULTRACON IL ---- t-1/4" C MDI.EMBED ------..1•.. .. a t^/ANGLE cr Muwwa -- MULLION MULLION •°' TYP. OR L OCXS 1BY OR 20Y let,OR 29Y MULLION w700K MULLION Y/D<1D SUCK 2 ALUM AN ° ° 2 XXL ° MULLION 2 X�2�X 1/8 TUBE MILLION Q F 7II 2-5/8'LONG 2-5/8'Uxd6 •°� S-gre•LONG ANLE j ° --- W D j V�0 e I e . I I I I ~ a I 1.500 O 1 MAX, 1/2'MAX. . d Tw. ft w MAX. E OATING MULLION CLIPS Ali c ALTERNATE TO ANGLES ALL CASES l i R I I CLIPS TO FIT SNUG INTO TUBE MUUdONS MULLION I I 1 I I 2X2X 1/8' I 1 ALVM ANGLE i j _ i p 74SM.8m m.� i __1.SQ0 ----� a/ANGLEI,�1.iTRACON 8Y 'Et_r.O' $q- {Fua177 KSI,Fye155 KSI) it ADN. 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURESWOOO BUCKS NOT BY CURVATECH NOTCH ANGLESa v o 1 I S 1-1/2" MIN. PENETRATION INTO W000 +I 1 I MUST SUSTAIN LOApS'IMPC$XD. i 1 1 �7t�1 THRU 18Y BUCKS INTO CONC. OR MASONRY � ^ 1-1/4' MIN. EMBED INTO CONC. OR MASONRY CIVIL PRODUCfRSYI�f ° oe wDbBoFieA� '�� e de v DIRECTLY INTO MASONRY Fo , C.A.W.`O% I uww%%code DaWift ° 1-1/4' MIN. EMBED INTO CONC. OR MASONRYIAmop10110s RREgn5idC0 a ° 1/4.OWL ULTRACON INTO CONCRETE AND MASONRY = 2-1/2° MIN. drowiny no. a �� 1/IAMN(OLE MIN.EereEo INTO INTO NE AL STRUCTURE = 5/8'D STRUCTURE - I' MIN. M95-19A " sheet 4of 5 Y Y Z �og 8 n Q a� ALUM ANGLE ---1—s/a•LONG FOR 7°TTUuS2� /14 S.Y.S. 2-s/B•LONO(FOR J'i1R)� 3 AWE(CHWtT CKW 0)$B) 3-S/S'LON6(FQi 4•,s'do S. TUBES) I=FOADYM TUSE MULLION ACCESS HOLE O J14 S.Y.S. ANGLE ------- ---- ----------------- .. rueE MULLION _ !I II ___' Z dN�`!4 i 0 THIS SCREN CAN K INSTALLED EITHER R1 i e1wREcnoN g Ij� R� ('CH1{I'H ) TUBE MULLION C) I I It ANCHORS DETAIL #1 METAL TO METAL CONNECOON I m � 63 o0 •'` PRODUCT R8VISMACCOPUM �11 •" 'Ne •aim By drawing rro. M95—19A ahmet of PREPARED BY: /Z TELDrWENm BUILDING DROPS,INC. WINDOWS & DOORS ssesoawAevac MMSTe.sss DwCAB!Ao.nm MM413"A ane(ssaPaa m wEa�mm DESIGN PRO/SMOOTH PRO 371/2^MAX*_ IMPACT APPROVED a O.A.WIDTHo z� § FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/z^MAx 5 a n Q (D z o j i OA WIDTH LZ w J ra.. �a viw m ' GENERAL NOTES: ® \ 0 ali O z 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 5 C Q Q p BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: \ rs Z 2 C Z • TAS 201-94 to to t7 s 0 W g e • TAS 202-94 to N W2 1:r w y` o • TAS 203-94 y S i s 0 m^W 5 J LUCo w 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE E9 5 z RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE t9,� 5 Y ACTIVE ,� ;Z d 5 ® ACTIVE _ W FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF Z 4 s z ,. O 5 i INSTALLATION. j' 'O 5 = O Z y 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR O z A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. ADAda,MukFck P•tntt• ct WM14 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT a a 5 a 7 e s a 4 5 (6X7 s 9 RESISTANCE. a a a a a a a a a a 44 a a S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH TYP.ELEVATION 1 TYP.ELEVATION 2 DOORS ARE QUALIFIED. �'ff oaaa 8''°'0O0° e ronrxourwmrm'caaerrovwmwwoaovs.ux am sxw.aoTa[se�a�ro wHacm vasr an:annaa,awmaa,wa,wcamaq�onrei aaamxsroixa oona�r assem venartsaaw 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (IMP) OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT `3ti41 LL177 j SHALLPRODUCT MEETS THIS REQUIREMENT,PRODUCT OVERHANG SUCH THAT OVERHANG(OH)RATIO=OIL.ENGTHE H HEIIGHINSTALLED AT LOCATION PROTECTED BY 1AF. NOTE: •• •O DOORS SHOWN ABOVE MAY BE LEFT ,��.* 7 OR RIGHT HAND OPERATING DOORS. 4. I� e.eroo ,� TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION signed byHermm F.Notem P.E. teaa •I am appraft Ods document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES 2014A7.060934:23-04'W 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02,05.14 3 - OPTIONAL 2X BUCK ANCHORING DETAILS DWG. Y: I CHK. . MAX.OVERALL DESIGN PRESSURE(PSF) G JM I SS MSS 4 A VERTICALASSEMBLIES NOMINALSIZE MISSILE NTS 5 A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING 6UTS M IMPACT SCALE: 6 A WOOD SUBSTRATES NnD-1 HEIGHT POS. NEG. POS FNEG. RATING DWG.p:A010871A 7 A CONCRETE SUBSTRATES X T-0' 6'-8' 65• 65 65^ 65 LMI&SMI SHEET, OF8 8 A COMPONENTS&BILL OF MATERIALS X T-W 8'-0' SI)* SO 50• 50 LMI&SMI "SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. INSTALLATION NOTES: PREPARED BY:Q 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS SHIM(S)SHALL BE ML ,�m,n m m CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. na ammnS PH:psawa xB 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TOm-(9Pe)M4M STUCCO,FOAM,BRICK VENEER,AND SIDING. 371/2"MAX'TO ' 0P c OA WIDTH yI� 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ~O MANUFACTURER'S INSTALLATION INSTRUCTIONS. Z mCC , S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR a JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE i® W Q Q SHELL OF BLOCK. oo 0 a F ^€d 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2%BUCK XCL CONCRETE/MASONRYCONSTRUCTION. tr O Q O 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE 7' "' m C Q FOLLOWING PROPERTIES: m.�- w Fa- Z a OC d A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. m �g O a B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. % d 0 ® 0 V p C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH z°' ZZ OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 p W ® Q e PSI. O Z J °e D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH Q OF 2000 PSI. V i 8. SEE SHEETS 6AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. n; REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Add ADA 00L Mu@I-PNutt.6 GL K EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. A2 A2 ANCHOR TABLE TYP.ANCHOR LAYOUT saa#o°RRopxwxr 6'8"DOORS B'C"DOORS w„"m'i,v�, o.wmu Ooxms0.0, , anommen,nomrora."uwuairtrcro,a mxm oawP"cs m xwu uavre•r as APr PtWPf lF0 ANP MIN. MIN.EDGE ANCHOR TYPE ANCHOR SUBSTRATE MAx.O.C. MAx.O.C. SIZE EMBEDMENT DISTANCE SPACING AT SPACING AT \\ �� l4 1AMt15 JAMBS F. NOTE: Jam` 2X WOOD BUCKNO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(%)ONLY. OR FRAMING �����•••� ,�.p �� WOOD SCREW #10 1-1/2° 3/4" 17-1/2" 17-1/4° Z:' .0s TTW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/Y 17-1/2° 17-1/4" -* •;*_' ELCO ULTRACON 1/4" CONCRETE/CMU -3/8' CMU 1° 17-1/2" 17-1/4" �i��T p.�•�1���� TTW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1° 10" 14.3/8" reecplq .xusxa 82 2-09%21/2°PFH SCREWS DATE: 02.05.14 2•#9 x 21/2'PFH DETAIL 02TYP.HOPPE 22 23 DWG. Y: CHK. Y: PPH�� MULTI-POINT SHOOT BOLT G JM SS MSS PLATE LOCATION SCALE: NTS DETAIL B2 (RH PLATE SHOWN) TYP.HOPPE D2 DWG•#:A010871A MULTI-POINT SHOOT BOLT I-Dorm SHOOT BOLT PLATE SHEET: OF S PLATE LOCATION HOPPE#2098911 /,�LSILL SECTION VIEW HEAD SECTION VIEW 2 Daaawa�awamwuamma RRRwaoaaPAsxwnaoeommxa sau M 92 SUMAMM • � T t PREPARED BY: it BUILDING DROPS,ING MEM BFAOISWD.SMM M.SEACx.n3M P11:19%I39mm 41/2"TVP. 41/2"TYP. wEawww�'I.am d mm T1/2' FFSET . ", R � DO egg �¢ Qz z0- Z- �� pO $ 2 0-Z C)Q 0 A g "s REMARKS BY DATE Add ADAM.Muff PM lock fY.NAW14 �TYP.ANCHOR LAYOUT nwc.umeoeEynasoimr AIDS WI.NOT8fi0.FPROdRED W YMWEOP VAM dmwT W0f1FNmargrrOF01AlDRapglO➢5.�. xreanota,woman, o0-on�w n•Awmvars ro tws octtwmar A4E rmr oeaunm ram 11/4"MIN.EMBED TYP. 1111111811,11, F. SEE TABLE g 2XBUCKANOLORTABLE ``���i�,.•�' c�'�1O�i WO d O 6'B"DOORS VW DOORS * : 7 *~• z MIM EDGE MIN.CENTER f W ANCHORTYPE � SUBSTRATE EMBEDMENT DLST.TO TO CENTER MAX.O.C. MAX O.C. �`; T ' SUBSTRATE DISTANCE SPACING AT SPACING AT �i�O,0- w (,2XOOD BUCK k2X WOOD BUCK INSTALLS JAMBS ANCHOR PER BUCK ANCHOR TABLE RW TAPCON i/4" CONCRETE/CMU 1-1/4" 2.1/r 4" 25" 30-1/4" ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC 1" 4" 25" 361/4" 2X WOOD BUCK INSTALL 2X WOOD BUCK INSTAL.. 1-1/4"-CMU a�sECDaa muvmn DATE: 02.05.14 NOTES: DWG. CHK.F i. 2X BUCK IS NOT FOR INSTALLATION AT SILL GJM I SS MSS NTS SCALE: 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL4/3. DWG-p:A01087 1A SHEET: O OF8 3 � ' . � T Z • PREPARED BY: Ir BUILDING DROPS,INC. V. .secuaane.naelvn sh.�a LWIIABFACn.Ft3.t001 Vn:(m)i94 m o rat<:tela)—m ,.�•\.� 11 wea—bwmmmevamv I1 INTERpR OIfERKIR F aum . ./. I rmm Lr r4,1 —f IMERIOA EXIEAKSR io6 N - Sys a ga � Ma \yd H m OPERABLE HEAD OPERABLE SILL r4-\ OPERABLE SILL a Q OUTSIMNG S140M-INSWING SIMILAR4 INSWING 4 OUTSNRNG g QJ ENDURAZA1L4S6SF AFCOJ-2297 v o O � o W 0 e i 11 REMARKS 9Y DATE we= EKI99f2t E><IF /' INFERIOR 7 INI81O1 MaEm ADA 1W,MuItWoktLock 61 n9n 10 amawarmreEa wwnotEwva¢r wrtnour waren coreear ov euiumo oawa,uc. urewmnx noanan,amnuarmno,oa onoa OPERABLE ADA SILL 6 OPERABLE SILL 7 OPERABLE SILL %ro xauocv.eun.oa vemwn®nm 4, INSWING/OUTSNRNG 4 INSWING 4 OUTSWING ENDURA HaSWO MCO A-276/P-2000 OPTIONAL AFCO H-497 7 r :a= 11 '�I�F•••� e.a eAd G�``�� t111fM DOENOR ta.e tqr m.asm 8 INTERIOR OIfERKEi — / oDATE: 02.05.14 DWG.DY. I CHK. Y: GLoTJM I SS MSS OPERABLE SILL OPERABLE SILL SCALE: NTS 4OUTSWING OUTSWING DWG•�AO10871A OPTIONAL AFCO A-117 OPTIONAL ENDURA ZORL4S65F SHEET: OF 8 4 e ° f ° PREPARED BY: HINGESCREDULE HINGE DETAILATIAMB: Z PLACE#9 X 2-1/2°PFH SCREW NEXT TO WEATHERSTRIP BUILDING DROPS,INC. DOORHEIGHT QUANTITY MLDOMA�K'°D MM m UACtRa 6'-8" 3 ® Repmpsf m \ FA1C(DSO)T04.4A8 4 w� 1 \ C W �0 is 19 00 LLJ �i/ 11 INTERH#1 INTENOR 1-#9%2-1/2°PHILLIPS ae Ia- \. FLATHEAD WOOD SCREW „ \. g p 3-#9X3/4"PHILLIPS ° \ FLATHEAD WOOD SCREWS cam= w = o 4-#9 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 3/4°LENGTH FOR 6'-8"DOORS ° USE 1°LENGTH FOR 8'-0°DOORS 1 LOCK JAMB 3 HINGE JAMB 5 OUTSWINGSHOWN-INSWING SIMILAR 5 OUTSWINGSHOWN-INSWING SIMILAR REMARKS BY DATE Add ADA s0),MuIB-Point Lock OL 9-iH%13/4°PFH 3-#SX 2°PFH 13-#8 X 13/8°PFH(6'-B-UNITS) 8-#9X21/2"PFH W/HARDWARE W/STRIKE HARDWARE 15-#8X13/8"PFH(8'-0°UNITS) W/STRIKE HARDWARE (6'-8°&8'-0"UNITS) 1-MPL STRIKE PLATE COMES W/HARDWARE xnrxourwnmsktw�rtoPmnkmmtk�s,dc 4•MPL STRIKE PLATES 4•#8%13/8°PFH ttnwoma m Txrs oottn-tnr PIE NOf PEP W rt®am 1-REINFORCEMENT PLATT: 20 21 HOPPE#2512296 DOERKIR * 7 *_ 777 o INIENW ��i F•" g, /�\ \� 11 11 4 ROCKWELL MULTI-POINT LOCK JAMB 5 HOPPE MULTI-POINT LOCK JAMB rGHOPPE MULTI-POINT LOCK DATE: 02.05.14 5 OUTSWINGSHOWN-INSWING SIMILAR 5 OUTSWINGSHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG.BY G' Y. SK. MSS SCALE: NTS DWG.#:A010871A SHEEP: OF 8 5 � s PREPARED BY: 2X WOOD BUCK ft BUILDING DROPS,INC. MIN. „W� was oaweEuxatw.,srt va EDGE DIST. z % WOODANCHOR SEE TABLE SHEET g�g // SEE TABLE ON SHEET 26P9A4nB �,f. wte;wwwa SILICONE W tip 2X WOOD BUCK Q Q ZQ / O mQ N Lu n77:2� 015. 2X WOOD BUCK S Q ^ WOOD ANCHOR SHIM a F SEE TABLE ON SHEET 2 MIN.EMBED. Q H SEE TABLE SHEET O 4— m un 1 HEAD (TYPICAL) 2 JAMB TYPICAL 3 OPERABLE SILL o s" 6 OUTSWING SHOWN 6 OUTSWINGSHOWN-INSWINGSIMILAR 6 INSWING-NO ANCHOR REQUIRED O 0 ENDURA ZAIL456SF 3 i 0 0 SIUCONE b SILICONE SILICONE REMARKS BY DATE 2X WOOD BUCK 2X WOOD BUCK Add ADA 211,MuRI-Pahl Lark Q 2X WOOD BUCK atm mauum LE nix®w Maas w vnur OPERABLE SILL OPERABLE SILL rTOPERABLE SILL eaeo � aSEPnnrnB,l�P«a wfP¢gMINq w oal<. esflarps m nas oocwe�.na ram vemrrrm am 6 OUTSWING-NOANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED If f"01, J-2297 AF V A-276/P-20W AFCO H-497 J`�:tt�s F iO 1, 4 SILICONE SILICONE SILICONE a FdiE � 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 OPERABLE SILL OPERABLE SILL 1 OPERABLE ADA SILL DWG. �BY' JM SS MSS 6 OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCOA-117 ENDURAZOBL4S6SF ENDURA Has000 DWG.#:A010871A SHEET: OFS OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW /^ SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 1V'1 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. c s 3 PREPARED BY. MIN, ry 1X WOOD BUCK Q EDGE DIST. (OPTIONAL) SEE TABLE SHEET z ;' BUILDING DROPS,INC. =G 388E WNk BFIdXBLVQ.STE 338 F1O �' %��� CONCRETE ANCHOR SILICONE r--I .¢4 SEE TABLE ON SHEEP 2 w la—''l sav* W `. •;� "• CONCRETE/ MASONRY zBY OTHERS % CONCRETE/ u~i MASONRY • IX WOOD BUCK : 'd' BY OTHERS K N o d (OPTIONAL) W F S J H e NED °• ~}}~—SHIM q r m SSETABLE ON ETE ANCHOR HEET 2 CONCRETE/MASONRY BY OTHERS <..c m MIN.EMBED. C H SEETAWSHR72 y Q W HEAD(TYPICAL) ��JAMB(TYPICAL) OPERABLE SILL o OUTSWINGSHOWN-INSWINGSRNRARcc 7 WTSWIPKaSHOWN-INSWINGSIMILAR 7 INSWING-NO ANCHOR REQUIRED U ENDURAZAIL4%5F Z O e a SILICONE M6, s SILICONE SILICONE AA [A. REMARKS BY DATE O A O. d O. E CA Add. ADA 46 Mukt•PolM lock GL CONCRETE/ CONCRETE/ CONCRETE/ MASONRYMASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS Atm9U1LLN0T0HRBGROMK®MWNM60p P WRNIXR WRItiENCWLQ:MOF3UlMN6DRCV3,MG OPERABLE SILL OPERABLE SILL 7Q OPERABLE SILL ' OUTSWINGAFFCCOA W REQUIRED 7 INSW AFCOA-M/RZANICHOR�1� 7 NT NG-NOCD"97 REQUIRED ♦♦♦♦`,`�sFiJIO Z: 7 .O SILICONE SILICONE ~ SILICONE ^� r* 5V GeO� i .Q d. d. A 'O A� a, A .Q d. E 33ap� A �BPE �fl,7rb.tesla . CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS 8�OPERABLE SILL OPERABLE SILL OPERABLE SILL DATE: 02.05.14 7 OUTSWING-NOANCWMREQUIRED 7 OUTSWING-NOANCHORREQUIRED , NG/INSWING-NOANCHORREQUIRED DWG. Y: CHK. Y: AFC°A-U7 ENDURA ZOSIA565F ENDURA HCISM ADA G J M I SS MSS SCALE: NTS DWG.#:A010871A SHEET: OF8 E>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. BILL OF MATERIALS ROCKWELL MULT-POINT LOCK PREPARED BY: ITEM# DESCRIPTION MATERIAL 2Q 21 WILL //SILLS OOTSOLTTPLATE##2098911 Q FINGER-JOINTED PINE SOUD PINE OMLLD BEN DROPS,INC. m 1 FRAME HEAD/JAMBSLAMINATED VENEER �,, LUMBER 9 rw:lsxPaaam COMPOSITE 2 (NOT USED) O 3 (NOT USED) Lu 4 ENDURA ZAIL4565F THRESHOLD - O O 00On1, 5 AFCO J-2297 THRESHOLD �� LL s AFCO Mz76/P-2000THRESHOLD o a O 7 AFCO H-497 THRESHOLD - O O ®® a B AFCO A-117 THRESHOLD - °000 a C=30=3O� m 9 ENDURA ZOBL4565F THRESHOLD - °O° HANDLE + Z°¢. Z 10 ENDURA HCISOW ADA THRESHOLD - e°meq HEIGHT �� a + % it WEATHERSTRIP URETHANE FOAM& e o e ® O c POLYETHYLENE ° ry n 1 Z 12 NON-COMPRESSION SHIM(0.25"MAX THK) COMPOSITE HANDLE ° ° R IR 00 Ao Z e 13 (NOT USED) - HEIGHT O g i 14 (NOT USED) - C:c + 15 #10 WOOD INSTALLATION SCREW W/11/2°MIN.EMBEDMENT STEEL ° ° ° O . F U 16 LONG/CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL a REMARKS BY DATE 1P ADA sm.Mwn-vounLod GL is 17 BUTT HINGE(SEE SCHEDULE SHEETS) STEEL ro IBKWIKSET LOCKSERIES 400 STEEL m 19 KWIKSEi DEADBOLT SERIES 780 STEEL � m O o 20 ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT a+osuuemeenaraa.axvaar wmwrwwmvcar�¢xraamawidcws,mc ROCKWELL MULTI-POINT TONGUE LATCH k73228780&0 UNIT STEEL •� .umnTrora,�naa,Hcauaxnrn,aim�n B „� 0.63" wuniwsronosoowA�rwsrorvw.arhnao 21 HOPPE MUU-POINT HARDWARE HLS9000 STEEL 22 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL OLT 23 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL .`���Q .••" coo 2 �L1.65"♦~ T Ja: 1 O 0Ik FRAME HEAD/JAMBS 4 ENDURA ZAIL4565F 5 AFCO J-2297 6 AFCO A-276/P-2000 22 HEAD SHOOT BOLT PLATE(LH) l ,,+ •�G����,VARIES,SEE BOM AT LEFT O LTHRESHOLD O THRESHOLD O THRESHOLD O ' O L �.4_163" 456" �—5.62" 457° 175 DATE: 02.05.14 DWG. Y: CHK. L4565F ENDURA HC000 I5ADA HEAD SHOOT BOLT PLATE(RH) G 1M SS M AFCO H-497 THRESHOLD AFCO A-117 THRESHOLD ENDURA ZOBSCALE: SS O O THRESHOLD 10 THRESHOLD 23 SNTS DWG•#:A010871A q ®O .4 SHEET: R OF8 4.62" I 0 458"—�( �_456" I 5.00" 1.75" V TM WINDOW & DOOR s� SERIES 300 ALUMINUM FIXED WINDOW WAY TM LARGE AND SMALL MISSILE IMPACT RESISTANT ; ows a Zg> GENERAL NOTES $off 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201/202/203 &ASTM P1300-04 STANDARDS. V 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.WIND J LOAD DURATION FACTOR Com1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. J 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 308-SPECMC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE SPECff[C g LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA i3 BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUALTO THE POSITIVE O OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS 0 STATED HEREIN. p 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. s F FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LIQ ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CD143UNCTION WITH THUSDOCZ + w S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE DaSTING STRUCTURE TO WITHSTAND $ SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE tE3 EXISTING STRUCTURE. 6. MULTIPLE UNISUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATECERTIFICATION. O0 d 7. ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. Z B. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALL BE SEALED rl WITH SILICON. .?7 g 9. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZE)STEEL,OR STAINLESS STEEL WITH A G MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10.ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. GLAZING DETAILS ILLUSTRATED HEREIN UTILIZE E.I.DUPONT DE NEMOURS&CO.,INC.-BUTACITE PVB INTERLAYER N.OA.*13-0129.27 AND E.I.DUPONT DE NEMOURS&CO.,INC.-SENTRYGLAS INTERLAYER N.OA.S 11-0624.02 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS. 13.WINDOW TO SUBSTRATE WATER PROOFING IS NOT INCLUDE)IN THIS DOCUMENT AND MUST BE gg ADDRESSED ON A SITE SPECIFIC BASIS.NOT BY TM WINDOW&DOOR U.C. 14. ENGINEER SELL AFPD®HERE TO VALIDATES STRUCTURAL.DESIGN AS S SHOWN ONLY.USE OF THIS SK-MCA17ON BY CONTRACTOR,et el.INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL.FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 16. ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. [dPKOftlR8180�ffiVBF8F886 15-2370 UL (DHEA S,GET FL #15920.1 76 FOR NO SHAPE MAY EXCEED SIZE OF TESTED RECTANGLE TRANSCRIBED AROUND 12•MTMPEA&C POSSIBLE ARCHITECTURAL SHAPES: ANCHORS SHAPE. s•MAX�R ANCHORS r-3,MAt FRoM JOINT WELD ANY]OINTOR 4 ' TYPE B' CORNER POMMY VARY) r qi SURFACE APPu® FALSE MTIM IOINS UESIDEDTRIANGLE HALF-CIRCLE EYEBROW ARCH GOTHIC -- ----i___lL..__ u HALF ELLIPTICAL -- r- �-— HALF EYEBROW n (:I1 TRAPEZOID11 q - -' PENTAGON EXTENDED FULL —- IIQ d ELLIPSE Zd ��}gggjj� t---FRAME wtfl'" 3 QUARTER SEGMENT QUARTER CIRCLE FULL CIRCLE TYPICAL ELEVATION OCTAGON HALF ARCH OVAL D.LO.WIDTH=WIDIDOW WID H 4° D.LO.UMTH a WINDOW LEJCTH-4° qg 6f ELIPTICAL FL #15920.1 HALF FAN EQNGLEG HEXAGON x t i FANI QQaaRaxrea�mritxPaMs lk k 15-2370 OUR Ds .. ...JALLOWABLE SIZES&LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL onscripim t L--I I SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8&5/8. NOTE:�—Y—{ �- X—� HOTWG WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED ARCHITECTURAL SHAPES ARE LIMITED TO t 70 Psf.MAX. HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. c r ' r • rryyr.,P.E. EIQy�NG HOST EDGE DIST STRUCTURE METAL STRUCTURES(STEEL OR ALUM.1/8'MIN.THICK) � ••�• STEEL:Fy-36 KSI MIN. ANCHOBUCK RS PER ANCHOR , 2BY WOOD ALUMINUM:6063-T5 MIN. ELEVATION FOR SPACING MULLION TYPE AND SIZE.SCHEDULE.SEE TYPICAL SEE MUU10N APPROVALS FOR Y EDG D /n E E DIST EDGE DIST IX OR 2x WOOD Z BUCK OPTIONAL). Z A NOT BY T.M. i 9O •p 1 4 1/4'MAX SHIM 1 14 1/4'MAX SHIM 1 4 1/4-MAX SHIM 1 14 1/4'MAX SHIM y"po ` O ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ANCHORS PER 4 ELEVATION ON 4 4 ANCHORS PER 4 ANCHOR SCHEDULE. SHEET 218 FOR ANCHOR SCHEDULE. SEE TYPICAL Z M & 3 5 1 SPACING SEEELEVATIONAL ON ELEVATION ON Y SHEET 2/8 FOR SHEET �ZIS FOR N SPACING OPTIONAL a SURFACE APPLIED MUNTINS JU J 2 TYPICAL ANCHORS: CRs ncEN2/8&ANCHORANTITY O of WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. CHARTS Q uuu{{{ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND Q _ gcc TRANSFER THEM TO THE BUILDING STRUCTURE. Q o -4 TYPE'A'-i! DIA.ULTRACON BY'ELM(FU-177 KSI, Q Fy=155 KSq y 5 TRU 10Y INTO( (2846 PSI MIN)OR GROUTFILLED RM O 1-3/4'MIN.EMBED INTO CONCRETE OR GROUT FILLEDBLOM 0 O1 d Z TYPE'B'-1/4'DIA.ULTRACON BY•ELCO'.(FU-177 KSI, y FY-155 KSI) INTO 2BY WOOD SUCKS OR WOOD STRUCTURES ANCHORS PER ANCHOR 1-1/2°2 MIN.PENETRATION INTO WOOD BED OF SCHEDULE.SEE TYPICAL 8 SEALANT ELEVATION ON SHEET 2/8 TYPE'C'-1/4-20 DIA.SHEET METAL SCREW(GRADE 5 2 4 FOR SPACING MIN)(FU-120 KSI,Fy=90 KSI) 1 INTO METAL STRUCTURES(5 PINCHES PASS THE 1 114°MAX SHIM THREAD PLANE MIN.)STEEL:%'THK.MDI. (Tyr=36 KSI MIN) lx OR 2x WOOD BUCK ALUMINUM:VW THK.MIN.(8063-TS MIN) (OPTIONAL).NOT BY T.M. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL WON DISTANCE INTO CONCRETE/GROUT FILLED BLOCK=2-1/2-MIN. INTO WOOD STRUCTURE-1'MIN. INTO METAL STRUCTURE-3/4-MIN, G EXISTING HOST 15-2370 STRUCTURE OZ COVER St�ET 1 TYPICAL SECTION FL *15920.1 3 6°-V-O' VERT SECT 155) r • ti • • • 1 Fj ;P.E. METAL STRUCTURES(STEEL OR `R .�•• ALUM.1/8'MIN.THICK)SI EEL ��• ALUMINUM 6OWT5 MIN. 1SY OR 25Y 1/4"MAX SHIM 36 KSI KIN. 1/4'MAX SUQPO lx OR 2x WOOD ' '•• WOOD BUCIC INTERIOR BUCK(OPTIONAL) 1/4'MAX SHIM r 8 4 4 B $ .._ BED • �I► ° 6 4 I sir SEALANT 9 . s ANCHORS ANCHOR SCHEDULE. I --- 1 ANCHORS PER ANCHOR SEE TYPICAL SCHEDULE.SEE TYPICAL ELEVATION ON SHEET I ELEVATION ON SHEET 2/8 ANCHORS PER ANCHOR 2/8 FOR SPACING a FOR SPACING a Z SCHEDULE.SEE TYPICAL I 5 g 6 ID ELEVATION FOR SHEET L_ _ 3 2 HOST 8 I EXTERIQR g STRUCTURE ; I f--D.LO.� B FRAME WIDTH n a g I I FRAME WATT,--j U w 2 TYPICAL SECTION ,} 6'=s'-w HORTZ SECT SCHEDULE "A" —saanRe-RwrAwLEamom-ornwAmomLww7o-7oPe ommw2) 0 FRAYS FRAME GUMSTYPE3H 7YPEN3 aAMIYPEMS aAgBTYPEW TYPE0 TYPE Ms TYP w TYP m Q a Pa WY7 70 70 Ta 80 eo so eo go go so 130 a 70 80 N2, 3r 70 70 70 aD so so 60 so soeo im 70 70 w goe3 UB 70 70 7o eo ao eo eo ao ao 130 70 7o so eo7s' 70 70 70 Bo eo _w eo g0 go 0 I= 70 70 8o 801081k' - - - w 80 W so W tw - 091111w - - - - 80 so w 80 80 13025IW 70 70 70 w 8o eo eo a so eo 130 70 70 eo sox 3r 70 70 70 w 0o w w eo ee 70 70 go W Z ss IV 70 70 W W so N so W 80 i3o eo soso 3w ISI r Tr - 70 70 w so w so so so ISO - - ag s0 wa7r 108114' - - - _ eo e0 o 80 130 _ 11iV4' - w s � eo 80 80 1 130 as ur 70 70 70 70 eo 80 so so e0 so 80 13070 70 w w3r 70 70 70 70 Nw wso wso so 130 70 70 w so p NOTE: —X { 38 Ma 531' so 80 so 3o74' so so so so { 8 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED too 114' so s0 so 80 _ $ HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. 1111w so 80 so so — - - - 26 IW 70 70 70 70 s0 Be so so se s0 80 I= 70 70 g0 so _ 3T 70 70 70 70 8D W go 80 so so 80130. 70 7o so w R H 531W eo 80so 80 _ ss — ar _ 70 70 70 70 EXAMPLE: ,oe 1M' 70 70 70 70 A WINDOW WITH A FRAME HEIGHT OF 63'AND FRAME WIDTH t,1ua 7e 70 70 70 OF 533/'HAS AN ALLOWABLE PRESSURE OF+-80 PSF FOR W 70 70 70 70 8o eo so so so eo eo 130 70 70 8e 80 .. 8 / 87" 70 70 _ ._-70 70... -80 80 so go so go w 130 ae 7a Be w - GLASS TYPE M4.THESE DIMENSIONS MAY BE REVERSED FOR AN - ALLOWABLE FRAME HEIGHT OF 53%"AND AN ALLOWABLE FRAME 74 IW 57� _ 7o 70 70 70 - WIDTH OF 63'FOR THE SAME GLASS TYPE AND ALLOWABLE toe Yr DESIGN PRESSURE.SEE O FOR EXAMPLE VALUE IN 1„vs aaFrM®"eoage�s SCHEDULE'A.- se,rr 70 70 70 70 so so 80 go a so so 130 70 70 so so er 70 70 70 7o go go 80 so 80 w so m 70 70 so so 15-2370 _ - miff - eoao w _ ScAlmNIS01 74' 70 70 70 70 100 Vv- -- COVER gREET — - s� FL *15920.1 A P.E FOR 8RR1AIW OR RECTANGLE -OTHER 8MM ARELBE7EDT0lmPal(BEEPAW 2) — DOM LOAD CAPAC" (A9OMm"M n tt '.. ��•. SCHEDULE B FOQt—Gt--.oTHOtawm A%LwmTo*?oFwm Fww2) FRAIN FRM MAMT7EW tYA98TYPe V2 MAMTWEM ,1RE d4 MANTIMM6 ,WBMB TYPEIGI ,YPEMmm W , �4L8E4' _4>wen8s37ws0cB70BI•••'•••' --_-_ --_- . 0ewee747e'•, -- _—_- ♦ - ♦wm-- - wwmm -__— _.---- _.. - .- _ ♦ DESIGN LOW CAPACITY mmi-m m m m To w w w w w w w tw m m-. w- _-_ _w FPJM RAE OLA88YEMt TNM STYE 119 YPMI YW WMMB YKrim m m m m w w w w w w w w m m w w OIpq DM • . - , . - c 70 m w ww w w w ww m m w w w 70 m m w w w w w w w 190 m m w w m m w w w w w w w_ 130 w w w 70 70 m T0w w w w w w w 130 m m w w 4r w w w w Be w w tw w 0 -_0 0m m m m w w w w w w w 190 rom w w w w w w w 4r 7c m 70 70 w w w w w w w 130 70 m w w w w w w e 4070 m m m w w w w w w w w m w w or m m m 70 04m m m 70 w w w w w w w ISO m w w mm 70m 70 B0' m m 70 _7F_ ew w w w w w 1w m w rc m m m 70 ro m m 70 w Be w w w w Be 1w m 70 w w m m w w w w w w w 1w w w 7r m 70 m 70 w ww w w w w130 m m w w 37 m m w I w w w w w 1w w w Tc m m m 70 w w w w w w w ISO m m w w ar m m w w w w w w w 130 w w 4r m m w w w w w w w w 2m m m m w w w w w Be w tw m m w w e47 m m w w w w w w w ,w w w 37 70 m m >o w w w w w w w 1w 7m w w w w 30m m m 70 w w w w w w 1w m m w w w w w 4r 70 70 w Bo w w w w w 1w w w Bmm m m 47 40• m m w Bo Be w w w w 130 w it m m m 70 0m m w w _w w ww 130 w m m m 70IN w m m w w tBI Be w w w w w 1w 70 m w w w w w w w 1w w 3m w w w w ao 7r 70 m w w w w w w w ISO w 30w w w w w ,3 7c m m w w w w w w w w 4r w w Be w w 130 4w w w w 1w _ - x, OV 70 w 13D m w w 70r w w so m m m w w w w w w w 130 m m w wmm 70 m m w w w Be w w w ,w ww w w w 4r m m w w w w w w w 130 w w wm m m m sr4m m w w w w w w w ISO w w r m7 Ew w w w 70 TO 70 w w Btw w w w 190 w w w w w ,w 0 w 0ZCSW¢E ORWw w w tw w w w w w w w w ISO74• w w w w w w w w in w m m m m w w Be w w w 130 m m w w 197 w70 70 w w w80 130 m m w w w w w Bm m m w w w Be w ww 130 m m w w m m m m 4r+ m m w w w w Be w w 1w w w m m m 70 7c ; m m w w so w so 80 w 130 w w m m m704rw w w Or 70 70 07+ Be w w w 37 m m m m or 70 70 70 70 70 70 70 �" m 7D 70 m 4 m m m m m 70 m m TO m m Tr Irl 970 m m m w w w w w w w w m m w 70707070 90m m m m w w w w w ww 1w m m w Or 370 70 m w w w w w ww ISO m 70 or m m m so 00 m m m w , nr 4— m -w w w w w- w w Tc m m m m 5c ar TO 60 00 80 1 go w w w w wm m 70 - mm m m m m r m m m m ,zr 4r _ m m m m 74• m m m 70 m 8TO m w w w w w w 130 m w w W m 70 w w w w wso 7r 7 TO m 7m w 60 w w w w 130 m m w w Tc 4r m m w 00 w w w w w in ww 37 Al m w40m w w w w w w so w 37 m m m ec 47 m m m m 1047 m 70 BBm m m 70 M m m 7r m m m 70 07 7c m or S �Ttuy"yQg6,1O65.,•, Wy/ IrO•ggg' a •io \'rm c9P m m m m 15-2370 w 7070 4r m ---IV 1,W 1p4W m SHED FL #15920.1 w�m 4m .iiiYe�aaal'l7 ig.�CC ` 2 - a GLASS TYPES 090 BUTAcnE PUB 090 BUTACITE PVB 090 BUTACITE P!B ?� INTERLAYER INTERLAYER INTERLAYER .090 SGP IN17'.FtIAYER °ANN. "ANN $(B°ANN. Yie°ANN Ya H.S. Ya H.S. YRo H.S. Yie°H.S. SEALANT Y.' SEALANT%" SEALANT ° SEALANT DEPTH MIN.(TYP.) DEPTH MIN.(TTP.) DEPTH MIN.OW.) DEPTH MIN.(rmJ R SETTING BLOCK SETTING BLOCK �f SETTING BLOCK W SETTING BLOCK AT Ya POINTS AT I POINTS 4 AT Ya POINTS m AT Ya POINTS tti333 ttt333 000 fff333 O Q a 7wn till, iO .090 BUTAaTE PVB %'ANN. .090 BUTACITE PUB 'Yt4"H.S. a INTERLAYEtt '/e AIR SPACE INTERLAYER ate"AIR SPACE .090 SGP INTERLAYER .090 SGP INTERLAYER %"ANN. YL4'H.S. °ANN. Ya°H.S. Ya°H.S. �'H.S. Ya TEMP Ya"76KP SEALANT%' SEALANT%' SEALANT Ya- SEAN Y4° ggd DEPTH MAV.(71P.) DEPTH MAV.('IYPJ DEPTH PIN.(TYP.) 6 DEPTH MIN.(LYPJ a/ .d SETTING BLOCK o y� SEATING BLOCK o SETTING BLOCK SETTING BLOt7C W Q AT Ya POINTS (a� AT Y4 POINTS n AT Ya POINTS AT POIMIS n Gm Owe 031 Jho MATERIAL SCHEDULE d ITEM PART DESCRIPTION MATERAL MANUF./SUPPLIER/REMARKS 1�r 1 NMI 0.083•sLW IAIm/xu0k7e DarAMM BORT-Ts 3 bb 2 TY-328 1/8'MASS BTW FOR I'CLASS 8083-78 � L� 3 TM-327 1/e MASS STP FOR 2/16•MASS 6083-78 IC ,gp 4 - 0.030'SNAP com 8083-70 p •®gg®` 8 0.370'KW D VWW RLLB An a1B7'T-sLOT TPE POLYPROPYLENE FOR 511C MASS ULTRAFAS R 8 32001 I VINYL BCRB- 0.178°/ WBWATED OtAW DIAZ=BEAD AMESBURY 7 32011 VINYL BULB- 0.270.0 7/18 AND 9/16 CLASS W AZ010 BEAD AME38URY 8 1(2)0 R 1 SMS MM A7 EACH FRAME COMO SAE OR 2 MIN FOR REOTANOULAR VNNDWY Own ONLY 9 - SEAM SEALER ACN= SMMEE-MOREHEAD 1 - - *ONLY APPROVED FOR LARGE MISSILE IMPACT 11 - ATrIW K=1'LOW AT 1/4 POWM Hm DENS"RURBER 1 OPIWNAL SWAM APPLIED MONms 6083-TB t - Rmo sF omm 8687780 SIRUOnma su m1E MASTOMEM ADHWNE BY MOMENTNE PERFO WEE" t - mmD '0'ONMOLEC.2'LONG AT EVERY AHCIIWC Lmymm(TYP.) am H32 mAm m 15-2370 — 01 1 8/te•76 EDfL MASS SPAM srARiLE88 sTEEL ALL METAL cowsitaHm i - 7/18'XL EDGE MAN SPACER STANums STEEL ALL METAL t - PRmfw sm Pm FL #15920.1 t SEGO.NDARY SEAL S 0 _j i e�roanoo,v.E 1.269 0.129 s� S 0.080 0.570 B 0.031 0. 50 EXPOSED t _ � o SURFACES ylox, ' co O O O gg 5 s 3 !2 a c O a$ C c 0.056- -0.095 .056 o.oss W N �0.050 g o 11rr= J ,mc T-3.033 � O U p 1.269 p 2 O0 034 a' O z EXPOSED 0.202SURFAy 6 p d 'Qsi --r cq Z o 1.139 ~ g 0.165 T-3.033 0.813 NOTE: PART IS NOT RE1.000 US �{ WHEN USING THIS EXTRUSION 0.420 L0.270 o P 75 0.125 i-- '� — o p 0.025 # op p o o--��- Ll a Q o 12 i Tmc up= o �4 0.070 0.030 0.028$ .� � o.on* -1 0.� 0 15-2370 o1 0.080 0.080 18 1 i NOTE: aaM SHW O © O EXTRUSIONS NOT TO SCALE. FL #15920.1 II s , P. FRAMES OF NON RECTANGULAR SHAPES SHALL BE WELDED TOGETHER IN LIEU OF SCREW SPLINE �B ASSEMBLY(1YP.). & 0 ��$ b c .�t O�' J ce a 00 � oQ � o a SEAM SEAL MAY HAVE TO BE Z REAPPUED IN THE FIELD �..� BEFORE INSTAUATION OF 3 Ole WINDOW,INSPECTALLJOINTS TOENSURE APROPERSEAL iERM 15-2370 FL #15920.1 " �� #8x V GRADE 2 SMS no (FOR 90°CORNERS ONLY) O f EST,19 AL - FAROOQ CORPORATION CONSULTING ENGINEERS&PRODUCT DEVELOPMENT 1235 SW 87th Avenue-Miami, FL 33174 PRODUCT APPROVAL EVALUATION RULE CHAPTER#9N-3.005•METHOD 1 OPTION D FL Date: 8/23/2012 Detailed Product Description: Manufacturer:T.M.WINDOWS LLC. Manufacturer Address:601 N.W. 127H AVENUE-POMPANO BEACH FL 33069 Model Name: SERIES-390 ALUMINUM SLIDING GLASS DOOR ------ " This product complies Maximum Panel Width: with the High Velocity Maximum Door Height: 108" Hurricane Zone(HVHZ) testing requirements. Maximum Load: +80.-95 PSF (Large Missile Impact Installation Drawings#W12-31 The above maximum parameters do not occur simultaneously. See charts on installation drawings for combinations of span vs. loads and anchor type. Mandato Tests(Tested in accordance with AMNIA 101/LS.2JNAFS-02/TAS-202 ASTM E283 Air Infiltration Fenestration Testing 06/20/2012 FTL-6868 Leakage Laboratory ASTM E331 Water Penetration Fenestration Testing 06/20/2012 FTL-6868 OR ASTM 547& Laboratory TAS 202 ASTM F.330 Uniform Static Air Fenestration Testing 06/20/2012 FTL-6868 &TAS 202 Press. Laboratory 6/18/2012 FTL-6976 ASTM F842 Forced Entry Fenestration Testing 06/20/2012 FTL-6868 Laboratory Comparative analysis used Y Yes _No Su plemental Tests Tested in accordance with TAS-201 and TAS-203 � . a& ,a. all 5"' , � FBC 1626.2 Large Missile Fenestration Testing 06/20/2012 FTL-6868 k (TAS201&203) Impact&Cyclic Laboratory 6/18/2012 FTL-6976 Under the limitations of the attached installation drawings,to the best of my ktisk doge and ability,the above door product conforms to the requirements of the 2010 F1 ' Code. ' Evaluation Report Engineer: o Javad Ahmad PE#70592 �M t : i G,r.,� 20th Al-Farooq Corporation EB#3538 ; 6, / �' «- ®, ,r HEAD ANCHORS CLUSTO OF 4 OR 6 AT STILE ENDS N SEE CHART ON SHEEP 3 24'MAX FOR CAPACITY z 3 297 3/8' Q; DOOR WUYTH Q i ti Al _ _ 't gaQ 0 D E D D v� GO � T za 43 3/8• 43 3/8' g6 I OL OPG. DL OPG. C� Si 3/8' . m PANEL WOO S1 3/e' PANS WIDTH 3• 24'MAX IYP. Spl , TYPICAL ELEVATION 3 TRACK FRAMES SHOWN s9 i ANCF{Oi5 4 TRACK FRAMES SIMILAR �At sTu E AT 3'O.C. . drawing no. Of W12-31 �•• �� .'..�4���. aheot 2 of 13 t 41 3/16"HEAT SRtEN'D GLASS 1/4'HEAT SrREWD GLASS DESIGN LOAD CAPACTfY - PSF �U , 090 DRERLAYER 060 L WILAYER LIGHT HEW. HEAVY REW. � n SAFLEX PYS BY'SOLUM SAFLD(PV8 BY'SOLUTW GLASS'Gl'.'Gr At'64 'Gil.'G2'&'G4 CLASS•G9'&'G6' r CLUSTER OF 4 ANCHORS CLUSTER OF 4 ANCHORS CLIMB OF 4 ANCHORS CLUSTER OF 6 ANCHORS 3/16"HEAT STREH'0 GLASS 1/4'IHFAT STREN'D GLASS AFINGE- tXtlR AT S16E ENDS AT SIRE ENDS AI'STILE ENDS AT SIDE fliXPMM TRUTH O W DDTPs WHO E)CL(+) Bir.(-) EXT.(+) Bir.(-) Exr.(+) Nr.(-) EXT.(+) .� 7700 .� SNE 7700 80.0 60.0 60.0 36 SOLD 80.093.0 80A 85.0 W e m 9 42 SOLD 80.0 00.0 60.0 80.0 95.0 80.0 95.0 GE Ras2. 48 -SO, 60.0 60.0 60.0 60.0 80.0 95.0 80.0 25.0 54 60.0 BOA 80.0 BOA 80.0 95.0 80.0 9" � 35 35 60 60.0 BOA 60.0 BOLD 80.0 90.5 80.0 95.0 aa0 0 88 BOA 60.0 60.0 60.0 aA 87.6 80.0 95.0 36 60.0 BOA 50.0 80.0 80.0 95.0 BOA 95.0 42BOA 60.0 60.0 80.080.095.0 80.0 TSA 48 84 80LD BOLD BOLD 60.0 SO.o 94.4 80.0 95.0 3, GLASS TYPE 'Gl' GLASS TYPE `G2Sa Bao eoo 60.0 eao am Bea eoo eso 7/16-OVERALL LAMMED GLASS 9/16.OVERALL LAYmm GLASS Bo BOA 60.0 60.0 60.0 BDA 63.6 60.0 38 80.0 80.0 60.0 BOA 80.0 95.0 Bo.0 95.0 Wel 42 90 BOA BOA 60.0 BOA 8" 939 80.0 1/4•HEAT srRENro GLASS 48 50A SOLD 60.0 60.0 80.0 1 859 80.0 95.0 .090 WrERLAYER 54 eao 60.0 60.0 BOA 79.9 799 BOA 9" .-1. SENTRYfLAS BY'OUPONY 36 W.0 90.0 BOLD BOA am 94.4 80.0 95.0 1/4'HEAT STREN'D GLASS 42 es BOLD 80.0 80.0 60.0 80.0 84.1 80.0 95.0 � n 48 BOA 60A 60.0 SOLD 7" 769 80.0 95.0 Sd1COHE 54 BOLD 60.0 60LD 80.0 709 709 80.0 05.0 tpGE RGS 7700 36 - - 60.0 60.0 Bao 80.0 SOLD 80.0 9 42 102 - - 60.0 BOA smLD 60.0 ema BOA 49 - - 80.0 WA SILO 80.o BOA 60.0 38 - - 80.0 BOA BOLD BOA 80.0 80.0 Z 3 F 35 42 108 - - GOLD W.0 BOA 60.0 BOA BOA Z"m'a $ 48 - - GOLD emo BOLD * 60.0 60.0 60.0 g 3 0 °ShSI i n CLUSTER O 6 APPLICABLE �? AT HEAD ONLY GLASS TYPE 'G3' CszJ .115TER OF 4 TYPICAL AT SILL o 9/16'OVERALL LAMINATED GLASS 1/4•TEMP.CLASS 1/4•TEMP.GLASS LIGHT FXW. HFAYY ffiO4F. 3/B"AN WALL 3/8'AR St+IN2_ �R� 3/16"HENT STREN'D GLASS 3/16"HEAT STRENb GLASS AVERAGE PANEL.WIDTH NUMBER OF PANELS .GIS NTQRAYER 090 NIEIBAYER ALL OffM TOR(+)LOADS SHOWN N CHARTS ABOVE AIS S*1"RIB BY•SGL.t1IlA' SENTRYGAS BY'DUPONT' FOR DOORS WITH 3-1/2•SILL HEIMM 3/16"HEAT STREWD GLASS 3/16'HEAT SHENro LASS FOR 2-3/4•SILL HEI(LIT MIT EXT.(+)LOADS TO 60.0 PSF FOR 1-3/4-SILL HEIGHT L911r EXT.(+)LOADS TO 34.7 PSF SEE SHEET 4 FOR DETAILS zj yy � I � GE RGS 770SGUEWRGNSE 7700 SLUCO �c '.q�� •�r.• �'+.' ''`s. n 35 35 • • m � NOTE: ` GLASS CAPACITIES ON THIS SHEET ARE zrowing no. GLASS TYPE 'G4' GLASS TYPE 'G5' BASED ON ASTM E1300-04 (3 SEC. GUSTS) ;`, W12_31 AND FLORIDA BUILDING COMMISSION t-1/16`OVERALL NSUL LAM.GLASS 1-t/18'OVERALL.WSUt.LAM.GLASSDECLARATORY STATEMENT DCA05-DEC-219 �' R• 4df •• ~`` Sheet 3 of 13 r 7 ------- ' p. N_ O n ; (. J OX(SHOWN) 4 j XO XX 000... l � V w tt a� Q a< E;a C o OXO (SHOWN) XX) X ( ) 7-- �—Jl- ----- a OXX OXX ° - 1 XXO XXO I g O a a e r ------ ------ m- oxo OXXXX( ) OXXXXO(SHOWN) -- JJ--�--- -+�L--�--- --- XXXX XXXXXX f a APPROVED CONFIGURATIONS APPROVED CONFlGURATONS NON—POCKETED DOORS TWO (2) TRACK FRAME$ NON—POCKETED DOORS THREE (33) TRACK FRAMES g ZOO lam 0 XXXX(tea+) - ---�Q---Z=---- Oxxx XXXO XV 'CNL o + 'tf z (Stj HOWN) -----�Q---�lD------ 11�------ ----�L�l-- - 4 APPROVED CONFIGURAnONS .•!7:;• :�� W12-3� NON—POCKETED DOORS FOUR (4) TRACK FRAMES o%.�•. q y��y �.• r . [l. • sheet q of 13 a�jr,Q�,�e �tb12 1 . 1 . P a 0 XP PXXX(SHOWN) XXXP d $ 1 d8. VVV A qd P)X(SHOWN) S -- XXP -- -- Wapp�pp��_ Wei R a b e. •e .e r I 1 PXXP(SHOWN) 1 --- PXXXXXXP (SHOWN) CD--- ;t, nElm ` - - ; PXXXXP(SHOWN) U 1 J c�m� APPROVED CONROURATIONS APPROVED CONFIGURATIONS o Z 'O POCKETED DOORS TWO 2 TRACK FRAME POCKETED DOORs THREE (3) TRACK FRAMES za . o 1 b y • a 1 PXXXX(sHow) XXXXP o 1ttiti�;:.• .t t 4 . a I ; ;y al.•rr. I(y B � % 8 � � � 6 �1 •� r�•r b ! No . .r. PXXXXXXXXP (SHOWN) `.�' ;t,tl drawing no. APPROVED CONFIGURATIONS W1 Z—.3� sneer 5 of POCKETED DOORS FOUR (4) TRACK FRAMES ��•. CQ� •' ���`� �� t TYPICAL ANS 4.V . IN PAIRS I SEE ELEV.FOR SPACING TYPICAL ANC{ TYPICAL ANCHORS TYPICAL ANCHORS MIN PAM IN n 18Y SEE ELEV. FOR SPACING 2S PARS IN PAIRSyy SEE . FOR SPACING SEE ELEV. FOR SPACING Z 3 . MW DIST. . 2 1/2• WOOD BUCK METAL a srAa T ra STRUCTURES F +A ANCHOR ACCESS HOLES - 8 sTO 13E COVERED WITHPLASM CAP 3 F.B.C.APPWD MULLION :�2 SEE SEPARATE APPROVAL 4 m goil I I � R VWO BUCKS AND METAL STRUCTURE NOT BY T.M. WOW. j MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM r AND TRANSFER THEM TO THE BUILDING STRUCTURE. I n TYPICAL ANCHORS: SEE m".FOR spAcm J": DYL ULTRACON BY'ELCO' (Fem177 NSI.Fy-135 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES ooNm � s 1-1/Y MIN. PENETRATION INTO WOOD g ai a i THRU 10Y BUCKS INTO CONC. OR MASONRY Pi 3 3 0 i 1-3/6" MIN. EMBED INTO CONC. OR MASONRY zg a i ISO LW„ i DIRECTLY INTO CONIC. OR MASONRY Hloa >C I 1-3/8" MIN. EMBED INTO CONC. OR MASONRY o W I IW OLA_ SELF DRILLING SCREWS ( CAS)S INTO METAL STRUCTURES STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" TIIK. MIN. (6063 TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) j • J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) I INTO F.B.C. APPROVED MULUONS (MIN. THK. = 1/8-) © 35 (NO SHIM SPACE) STANDARD TYPIC&EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MLN. .IH INTO METAL STRUCTURE = 3/4" MIN. {''�•,.•••a... HIGHCONCRETE AT HEAD,SILL OR JAMBS fo = 3000 Ps MIN d:, t1lai � STRENGTH CROUT PSI TNN. C-90 HOLLOW/FILLED BLOCKAT JAMBS fm = 2000 PSI MIN. FLAMUST TRANSFER SHEAR LOADS TO STRUCTURE SHAM OPTIONAL WEEPHOLES: " WPICM.ANCHORS Wt = (6) 1"WEEP NOTCH AT EACH ENO OF SILL SEE ELEV. MR SPACING W2 = (s) 1"WEEP NOTCH AT EACH END OF SILL . ,Vl2-31 TlPO (2) TRACK DOOR I}E�tS.S �' Q •: \' next 6 of 1 x'1012 I { N u]]]111 im� L3 0 d g m� C () j Q Z a SEAL,WITH �j I m a i sLaoME o [04 _ w 1 14 N '11 M n N HhPROF LEpit Je 33 G3 N O o$ HP I 6' - *HIGH St�TH GROUT LFOT MAX L00T MAX LVOT MAX ?"t: i' 'tom• !• 11 3000 P9 MW. E7(T.(+)LOADS EXT.(+)LOADS EKT.(+)LOAN \ ., NOT BY T.Y.WOW. TO 34.7 PSF TO 80A P� TO 30.0 PSF .� MUST TRANSFER SHEAR ,� • :ii6 LGL105 TO STRUCTURE tio. • A SH00s OPIWNAI.TfPICAL drawl ng no. SEE ,r FOR SPAG� GD = ' ;fig.,h W12-31 C t sheet 7 of 13 . • y q tta ��'l!a T.r�er.tttt�t TYPICAL ANCHORS SEE ELEV. , FOR SPAING N 1/4'MAX. a SHIMS © o a.o. (:E) o 8_ LXOR ROW. S 38 S 24 HEAVY REINF. 0 l 4 y ar 35 4z°'- e �1wi � o EXTERIOR PANEL WIDTH m DOOR WIDTH M WOW SUCKS Q= TYPICAL ANCHORSSEE (q� { FOR SPACI�N. Ss 2^mZ� 1/4-MAX. 10 11 1/a•MAX. O 1/4"MAX �i ;#Q SHIMS SHIMS , i a. METS g m a C • WW A g 33DOOR WM c TYPICAL ANCHORS TYPICAL ANCHORS ., `• . SEE ELEV. SEE ELEV. FOR SPAM FOR SPACING PE jgft-- p` ' o drawing no. r'• �' W12-31 TWO 2) TRACK DOOR: to - � z" street 8 of 13 it ♦.w t ! s � TfPM ANCHORS u OV PAW SEE ELEV.FOR SPACING n N illy w 3 EDGE.DIST. 2 1/2• MOOD BUCK O J ,B p 33 39 \ q 4 a7 Al 4 17 1 I I I � I � 1 QQ h ��IL LL a Yt c Z7d 1 CL � O I I 4 I 1 I I 1 1 � 1 4 1 17 � 10 B1 o a SMI tD 4e .•:.':.:.• POURED B HARDENED ••• t '..,<• , HIGH STRENGTH GROUT .1L •\ Yl EDGE. 01ST. 2-;�.. :.a -^ + fo 05000 PSI IDN. N0T BY T.Y.MOM. AGGE MUST TRANSFER SHEAR y LOADS To STRUCTURE TypACT STMEANC� TYPICAL ANCHORS droving no. SEE ELEV.FOR SPACING SEE El".FOR SPACING THREE (3) TRACK DOOR•1JkrmLS ;11ss W12-31 { F K fS • sheet g oft3 .. !•f"�j 1) 1�+ a as fed ..l1.,I.ctltfle I . 4 1 t M 1/4•MAX. N S 11 29 10 SHOB O g a T1?ICAI.aNGIORS SEE ELEV ' . . PDR SPACNI6 LL Qa rfi4rAL ANCHORS d w 0 A ' g LDIIT Max LOADS TO*w vsF o 3 � 11 JEW— n 24 O�m Ne t3 Z a 7 s 12 i �3 38 nrsnx emsnmtt L-ml 7 24 S S EXTERIOR ---- ---- ------- c to ° is .�A�t1 ttt 19+33FJ;�y;,..4 r t. �...•...� ,tj r r THREE (3) TRACK DOOR T `1��IISA �M12-31 UR 4 TRACK DOOR Sait rm PAW 9 CUANmm Owcmpnm MATEMAL MANF./SUPl`=/MDIAlI SS IA 7M-347 1 2 TRACK FRAME HEAD 8083-TS "� 18 YM-333 1 3 TRACK FRAME HEAD 6083-TB - N iC TM-336 1 4 TRACK FRAM HEAD 8083-T6 - Z 24 TM-331 1 2 TRACK FRAME SILL 8983= - ZW 2B TM-334 1 3 TRACK FRAM SILL 6063-78 2C TM-337 1 4 TRACK FRAM SILL 6063-TB 3A TM-332 2 2 TRACK FRAM JAMB 8083-78 38 YM-338 2 3 TRACK FRAM JAM 8063-TB 3C TM-MB 2 4 TRACK FRAME JAMB 6063-TS - n 4 7M-321 2/PANEL PANEL TOP AND BOROM RAIL 8063-78 4A YM-330 1/PANEL Pmm wrmu RAO.(HIGH PROF;M 8083-TB S TM-372 1 PANEL.JAMB STILE 6063-TB 6 TM-323 AS REQ. Sip.WAR INTMOC( 6083-TB Q! m3 7 W-324 AS REDD. SID.OUTER INTERLOCK 6063-TB - j{ 8 7M-328 AS REDD. ASTRAGAL STILE 6083-TB ..{ 9 7M-327 4/PANEL GLAZING MAO(LAM.GLASS) 8063-TB - $ 1 SIA TM-326 4/PANEL GLAZING BEAD(LAM.NSUL MASS) 6083-TB - O 10 IM-348 1/FDL PANEL FIX.PANEL CUP 6063-TB = 11 YM-349 AS REDD. FIX.PANEL CLIP COVER 6063-76 12 TM-339 2 JAMB COYER 8083-76 cc �i 13 YM-347 AS REM. POCKET DOOR HOCK 6063-T8 - 14 TM-341 AS FAM 2'SILL RISER 6083-TB - m a. 14A IM-342 AS Imo. 2-3/4'SBL(BSER 8083-TB 148 7M-343 AS REOD. 3-1/2-SILL RISER 8063-TB 1 15A TM-360 AS LECO. 2-3/4'SILL RISER 8093-TB - yl 168 7M-361 AS RECO. 3-1/2-SILL RISER 6063-T8 - >Q 16 TM-340 AS REDO. SILL ANCHOR COVER 6083-TB - U 17 TM-364 AS Lam. SCREEN TDP&SOTAMI RAIL 6063-TB - op m 18 YM-388 AS REM. SCREEN STILE 8063-TB - Z t° 19 TM-3S7 AS REM OSCREEN STILE 8083-TB - 3 O(O g 20 TM-388 AS RECD. OXO SCREEN ADAPTER 6083-76 - Z v 21 TM-344 AS RECD. FRAME tffAD SCREEN ADAPTER(3&4 1RAI7(S) 6063-Ts - �a , 22 7M-346 AS PAM FRAM SAI.SCREEN ADAPTER(3&4 TRACKS) 8963-TB - O 23 YM-346 AS RE00. FRAME.NWB SCREEN ADAPTER(3&4 TRACKS) 6063-TB 24 YM-328 AS RECO. HOLLOW STIFFENER 6063-TB - 2S TM-328 AS REOO. SOLID SiPFE14FR 8067-TB - 26 - - 27 /10 X 3/4' AS REOD. FRAME ASSEMBLY SI:IILIYS ST.STEEL PH P SMS 28 #12 X 1- 2/CORNER PANEL ASSEMBLY St3E1N5 Si.STEEL FH SITS 29 (110 x 1- AS RECD. FDL PANEL SCREWS,AT 6-FROM ELS&24'O.C.RAX. ST.STEEL FPF SMS/TEKS 30 - 2/PANEL ROLLER ASSEMBLY HSTO 31 - - MOTIIS HOCK IDC( FASO) 32 E7011181011020 4/LITE GLAZING GASKET(7/16'LAM.GLASS) VINYL ULTRAFAS 32A W32WI 4/LITE GLAZING GASKET(9/16'UW.MASS) an AMENY c c 329 W32011 4/LITE GLAZING GASKET(86UL LAM.MASS) VINYL AMESSIM SEALANTS: 33 21318 AS REW. FN SEAL PPE M'S RIPIKNG - UVIRWM FRAME AND PANEL CORNERS AND INSiALLA S6REYD5'` < 33A 33371 AS RECO. FN SEAL PILE W'STROWNG - UL.TRAFAB AT SILL AND JAMBS SEALED WITH JOINT 34 - AS READ. BULB W'SIPoPPNG VINYL, 35 - 2/LITE SETTING BLOC(. 1/8-X 1/4'X 2-LOW EPMI LAMATEK 1`.''-�� ✓ 38 - AS RECD. SELF ADHESIVE PILE PAD(1-3/4-X 3-X 3/4) WOOL LILIWA9 + 'f:NAt i 37 - AS REDD. SELF ADHESIVE PSE PAD(i-X 2-7/16-X 1/27 WOOL ULTRAFAB • '� 38 - AS RECD. SELF ADHESIVE PILE PAD(1-3/8-X 2-7/16-X 1/27 WOO, ULTRAFAB 39 - AS REOD. SELF AOMSIVE PILE PAD(1/8'X 2-7/18-X 3/47 WOOL ULTWAB o � � • o 40 - - _ _ _ i s drawing no. t STA • W12-31 r 5.132 9.900 e99a job .78 -•{ "'I ,•2� �t� V 1.289 I 1� N 1.289 17 12M Ll LJ Li 1�7 12M 7 -y ,.339 17 .124 1923 Q,u 3 { .931 .831 .831 I .124 1 b m 7287 ,.267 1.287 .124 1923 t� 2 TRACK FRAME HEAD to 3 TRACK FRAME HEAD 1C 4 TRACK FRAME HEAD ,.923 Q:� n 5.398 &N3 &791 5948 &419 t 8917 t 923 .078 q��01 J .� .125 078 Q w 0 o� re .1140 .788 2 .3e2 .942 .362 .942 .3g2 .079 Q�; &142 w g 2 TRACK FRAME SILL ® 3 TRACK FRAME SILL 1 © 4 TRACK FRAME SILL s 1.007 1.264 2 TRACK FRAME JAMB 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB 1.573 1.4>K! 249 two X 2004 •onn 7„b ole I t� Jk40 997 M7 d i 32.069 4.000 .125 4.000 ^`- 125 2.397 J 2 1.761 .079 ® PANEL JAMB STILE t9 SILL ANCHOR COVER 1.677 127 i,gg-/ .125 094 tH p^m .575 .310 1985 .662 c Z#z ZpZ 2.441 1.900 .312 r 4 4�1 a 1299 092 '552 �0 .078 v LI PANEL TOP & BOTTOM RAIL O. AsTRAGAL ADAPTER $¢� a100 078 O NG GLASS t2 JAMB COVER �4 HOLLOW STIFFENER� ® SOLID STIFFENER POCKET DOOR HOOK (TRIMMED) LAMIVA T 130-1[- .310 4912-� .730 1.923 .078 .018t 12M .092 ,0782.752 81 o"L 2.428 893 1752M3 .079 3.082 GLAZING BEAD 862 Ll ® IAM.WSUL GLASS 993 e © STD. INNER INTERLOCK 7.052 r-1.714-1 I� t.7t4 15 3.t40 o c 992 1.071 1-3/4• SILL RISER 2-3/4•SILL RISER 3-1/2• SILL RISER 13 POCKET DOOR HOOK -4.000-7j_ .374 ``t,}i r r �1.711� ;fit i'•r�,�.S., . .? Z.O4b .094 .094 :,v4SO.f•�• JA101D ,.L� t 1.923 10 FIX. PANEL CUP " 5536 8 1.490 .094 x.872 .387 MS 3.422 _ $ j 1.407 078 .883 .823 17 tjo.7 A► O 3.,,--j .0g0 .893 e. drawing no. BOTTOM RAIL (HIGH PROFILE) STD. OUTER INTERLOCK FIX. PANEL CUP COVER 141-3/4`SILL RISER 2-3/4'SILL RISER 3-1/2- SILL RISS 'rUj 12 1 e,.+^ 02 AA 456.2 l4": and FRAME TOP CORNER U lil li PANEL TOP/MMM CORNER $ O-m Z p A o a ��•�Nii4ii:91Ifil, o� NO 4 f, ! tEN MMMMM'�'��"':.• •,. �. No.7D 9 " FRAME 901rou CORNER y b }:• STAN drawing no. AZOR .3 2012 i i s HEAD ANCHORS �,`i , CLUSTER OF 4 OR 8 AT STILE ENDS N SEE(SY1RT ON SHEET 3 24FOR CAPAtXn�, dHEAD n 3 ,3. 220 3/8' s•MAC. �r n DDDR WIDTH r � HFAD/SML A w CORNERS 'was i I n B $Nm .0! 48 1/8' 48 1/8' G� ' �Z IL FALSE MUNTW D.L.OPG. DLL OPG. oPT�IAR. Tib 1/8' a PANEL NIDDM se 1/e' 24•MAX. 0 PANEL WIDTH ' THESE DOORS ARE RATED FOR LARGE Ak SMALL MISSILE IMPACT. J ° SHUTTERS ARE NOT REQUIRED. TYPICAL ELEVATION 2 TRACK FRAMES SERIES-390 ALUWMM SLEDING GLASS DOOR �usT 4� • AT STILE ENDS 21 DESIGN LOAD RATING FOR DOORS TO 13E AS PER CHART AT 3.O.C. SHOWN ON SHEET 3. of THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m REQUIREMOITS Cif'THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY A-THIS PROD=MLIAMON DORRMIT(PETIT PIR) ED er nes ENGINEER HUwacANE zavE(HVHn. B GENERO AND DOES NOT PROVIDE eNFORIMTON FOR A SITE WE1.:r•K.:�aa? PROJECT:i.0.WHERE TRE SITE CORDIRONS OEVVOE MW INE P WOOD SKIES BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANWER s-commwm To Be RESPammz Fat nE sE<EcrioH. �13 it LOADS TO THE STRUCTURE. MSTALLATON OF THIS PRODLICT BASED ON THIS =e. V Q PROVIDED HEJSE DOES NOT OMM FROM nE AS CHORS SHAM BASLISTED.SPACED AS SHOWN ON DETAAS.ANCF{WtS ANON THIS DOCUMENT. ,, A 4• 1 t EMEEDMENT TO E MATR9tiN SHALL 13E BEYOND WNL.DRESSING OR STUCCO. c-THIS PRODixr EVALUATION oaCUNENT WILL BE ALTERED BY ANY 11110104S. "• - - 7P . ANCHORING DIN LOAD=CONDITIONS NOT SHOWN IN THESE DETAILS ORE • �g D-SITE SPECD'O PROMIS SHALL BE PREPARED BY A,LOt6M✓' •' 8 .$ $ NOT PART OF THIS APPROVAL. ENGINEER OR ARPOW OWN WILL RECON ne Eli jR IF FOR THE PROJECT AND WHO WALL BE RESPa FOR A LOAD DURATIOPI SASE LS USED XV DESIGN( ANCHORS INTO WOOD ONLY. USE OF THE P.E.D.ENGINEER OF RECORD.ACAAiG ASEiEiE •q°� .drawing no. MATERIALS INCLUDING BUT IST UNITED TO STEEL/METAL SCREWS,THAT ENGINEER TO THE P.E.D.ENGINEER SHALL sueiar TO nDSJ�uTiER T�SOE' . 9 COME INTO CONTACT WITH OTHER DLssnMUAR MATERIALS SHALL MEET THE E- �REAR T AND aewwL SRL 5cuat>RE OF W12-31 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4• THE PROFESSIONAL 8404M OF RECORD THAT PREPAgED ;,�1.. Sheet 1 of 13 202 t!T:•. ■ HEAD ANCHORS �� F , CLUSTER OF 4 OR 6 . n AT STILE ENDS SEE CHART ON SHEET 3-\ 24'AWf FOR CAPACITY Z ; . HEAD ... ... ... (` � ... 297 3/8' DOOR YAM O < V 0 D E D D mi cl R _ 4 �o 'o n n J U g3 h 3; I 2:a D.L.OPG. D.L.OPG. C� 51 3/8' Itsm PAM %MTH 51 3/8' PANEL WIDTH 3' 24'MAX TYP. S91 TYPICAL ELEVATION 3 TRACK FRAMES SHOWN Sft1 ANCHORS 4 TRACK FRAMES SULAR e AT 3'O.C. PE �' jlJ drawing no. W12-31 ��• �� Of '���J+p shaot 2 of 13 ■ 3/I6•NEAT SIREN'D CW55 1/4'HEAT SrREN'D GLASS DESIGN LOAD CAPACrrY - PSF 4 U 090 INTERLAYER .090 INTERLAYER TIGB!RIiQNF. HEAVY RtJLNF• ! n SAFLEX PVB BY'SOLUTIO' SAFLEK PYS BY'SOLUM• GIVE'GL'.'GZ'&'G4 GL48S'GI'.'Ga'&'G4 Gim'GSI'&'G6' t� CLUSTER OF 4 XCHORS CLUSTER OF 4 XX=RS CLUSTER OF 4 AMMM CLUSTER OF 6 MtCN0R5 Z 3 3/18'HEAT STFMeD GLASS 1/4'WAT STREWD CLASS pAAgm MR DOM NOW DS SITE ENDS AT SUtE IMM AT SIRE EHE AT SILLE ENDS G won Moms TEXT W aur.(-) EXT-W sur(-) Exr.(+) art.(-) ExrIrt .(+) roSQXXW SILICONE 36 60.0 W.0 60.0 90.0 W.0 95.0 W.0 95.0 g w 9 RGs 77W m 9 i '�acs 77W 42 60.0 a" 80.0 6" 8D.0 95.0 80.0 98.0 p t3 48 60.0 60.0 1 60.0 60.0 80.0 W.0 80.0 95.0 d�+ ! 54 W 60.0 WA 60.0 BOA W.0 959 80.0 90.0 Q'� SS 35 W 80.0 80.0 60.0 90.0 80.0 90.6 80.0 95.0 W 60.0 80.0 60.0 60.0 80.0 87.6 80.0 25.0 36 Boo WO 60.0 60-0 WA 95.0 50.0 95.0 42 60.0 9D.0 80.0 WO WA 95.0 80.0 95.0 dS f0 48 84 60.0 WA 90.0 60.0 80.0 94.4 80.0 95.E Q S�LASS TYPE 'Gl' GLASS TYPE 'G254 609 80.0 60.0 60.0 WA a" 60.0 95.0 u z 7/18.OVERALL.LAAONATO GLASS 9/16•OVERALL LAMINATED GLASS 60 80.0 80.0 80.o wo W.0 83.9 8.0 95A 38 80.0 W.0 60.0 80.0 80.0 95.0 80.0 95.0 ei 42 so 60.0 BOO 80.0 80.0 BOO 939 W.0 95A 1/4"NEAT SitREPib MASS 42 80.0 80.0 60.0 60.0 s" 859 80.0 98.0 a OWAY� 54 60.0 80.0 90.0 60.0 79.9 79.9 80.0 95-0 SENTRYLRAS BY'DUPONT' 36 WA 60.0 00.0 80.0 SU 84.4 W.0 95.0 n 1/4'HEAT SIREN'D GLASS 42 � BDA W.0 W.0 BOA BOA 84.1 BOA 95.0 48 W.0 WA W.0 W.0 78.5 7" W.0 95.0 z q SLKX1NE 54 60.0 WO W.0 W.0 70.9 70.9 W.0 95.0 vt" m GE RGS 7700 36 - - W.0 W.0 60.0 90.0 80.0 W.0 J 9 ! 42 102 - - WA W.0 90A W.0 80.0 WO N 48 - - 80.0 80.0 WA W.0 WA a0A 36 - - W.0 WA WA W9 W.0 80.0 35 42 i� - - WA WA W.0 W.0 WA 60.0 a 48 - - 60.0 W.0 6" W.0 W.0 W.0 Z 0 + 3Zf CLUSTER OF 6 APPLICABLE (3 r.2 AT WAD ONLY F:m 00. GLASS TYPE 'G3' C1�OF 4 TYPICAL AT SILL CL 8/18'OVERALL.LAMINATED GLASS a1z:1 17 1/4"71311.GLASS 1/4•TEMP.GLASS urax RTGQNF. HEAVY BROVF. 3/8"NH SHAL2: S/B'AR WAt2. DOOR WIDTH 3/18"HEAT SIRM'D GLASS 3/16"NEAT STREN'0 GLASS AVERAGE PANEL WIDTH NUMBER OF PANELS .090 INTERLAYER .o9a MERIAYER ALL EXTERIOR(+)LOADS SHOWN IN CHARTS ABOVE ARE SAFLDL PVB BY'SIXdIIIA' SENTRYG AS BY'DUPONT' FOR DOORS WITH 3-1/2"SILL HEIGHTS. FOR 2-3/4•SILL MM(t LIff EXT.(+)LOADS TO W.0 PSF 3/1e•HEAT srRENb GLASS s/18•HEAT srT i'o GLASS FOR 1-3/4•SILL MOTT LWIT EXT.(+)LOADS TO 34.7 PSF = SEE SHEET 4 FOR DETAILS GMEIC ICK SILICONE m GE RGS 7700 m � � � GE R(S 7700 ,...�!�}')`•.rrs.".��t„+ '',J� 35 35 M SIA n NOTE* GLASS CAPACITIES ON THIS SHEET ARE � 75o�09 no. GLASS TYPE 'G4' GLASS TYPE 'G5' BASED ON ASTM E1300-04 (3 SEC. GUSTS) :• •:` o W12-31 AND FLORIDA BUILDING COMMISSION h 1-1/18.OVERALL.WSuL LAM.GLASS 1-1/18.OVERALL WSUL LAM.GLASS DECLARATORY STATEMENT OCA05-DEC-219 � •� �di ,•, `� sheet 3 of 13 I i d ' v ' F7TTl N /2A R Z; Ox(94OWN) q 3m xO p is xx 0� a y b bO a � 0a -------- 8Q o t oxo ( N) ------� ------ oxx ( ) z46 Oxx yT� c 1 xxo xxo g rcrc � ------ ------ OXX0(SO 1 OXXXXO(SHDMO V it xxxxxx a APPROMM CONFl-UReTONa APPROVED CONFlGURATONS .NON—POCKETED DOORS TWO (2) TRACK FRAMES .NON—POCKETED DOORS THREE (3) TRACK FRAMES gig n 2 O g zq a Wa 0 --yam-, xxxx( N) - ---, ---,�-.U-�--- Oxxx - xxxo o � CM F R % E * F F � '�� •�w N m •AW n oXxxxxxO (Sm" ---- -- V�------�-1�------b©----EQ------ a xxx)Ooax rowing no. APPROVED CONFIGURAMONS .-'�•• .��41d W12-31 NON—POCKETED DOORS FOUR (4)TRACK FRAMES `% >•., (,o( P•' moot 4 ot)3 os fit fl 1 , O # 1 PX ( ) F� I XP --- PX)X(SHOWN) a9 XXXP Q 98 1 --- *Iwo) QQ o XXX ( ) Q oT 6 g 3XP 5 m PXXP(SHOWN) L--- __ PX)XXXXP (aim" rn t, El s .s • M PXXXXP(S*N"$ m APPROVED CONFIGURATIONS APPROVED CONFIGURATIONS Z30 POCKETED DDM TWO (2) TRACK FRAMES POCKETED DOORS THREE (3) TRACK FRAMES ;pi O i 1 PXXXX(MM) XXXXP e ., .. ,off i--- ---� ..tip r1iP ,•,,.:i�+ ', c< C ' PXXXXXXXXP (SHOWN jdrawing no. APPROVED CONFl ATIONc WW2-31 POCKETED DOORS FOUR (4) TRACK FRAMES �' C ,•' ;� ` sneer 5 of 13 7' O� i 1 1 1 TYPICAL Aft V + Irl PACS SEE ELEV.FOR SPACMG TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS ei M PARS IN PAIMS M PANS a 1BY SEE ELEV.FOR SPACING SEE FOR SPACING SEE ELEV. FOR SPACMG O ; t%.4f. 2 1/2' MOOD BUCK SIRUCI mm rL Z -il• .. .� _ g i 4 e" i0 a.• G y1 0' I a fir 0 o ® ANCHOR ACCESS HOLES oD m C TD BE COVERED a PLASTIC CAP Q LL 17 FJLC.APPWD MULLION �g m SEE SEPARATE APPROVAL y 1 I I � � i I WOOD BACKS AND METAL STRUCTURE NOT BY T.M. WDW. Ll MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I AND TRANSFER THEM TO THE BUILDING STRUCTURE. I a 74 TYPICAL ANCHORS: SEE Em FOR SPACING =1 i a! 1,W DIA. ULTRACON 6Y 'FLOC' (F.177 ML"156 NR) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Sim 7 J 1-1/2" MIN. PENETRATION INTO WOOD t4 i THRU 10Y BUCKS INTO CONIC. OR MASONRY 1-3/8" MIN. EMBED INTO CONC. OR MASONRY gZ� j DIRECTLY INTO CONIC. OR MASONRY ;j HERR I 1-3/8" MIN. EMBED INTO CONC. OR MASONRY 0 i 1/4" DIA SELF DWWNQ SCREWS (GRACE S CRS) INTO METAL STRUCTURES I �M/61/3 K TI IK. MIN. (6063 TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o 4 814 SMS OR SELF DRIWNG SCREWS (GRADE 2 CRS) u INTO F.B.C. APPROVED MUWONS (MIN. THK. = 1/8' © (NO SHIM SPACE) ni STS TYPICAL EDGE DMTANCE o c INTO CONCRETE AND MASONRY a 2-1/2" MIN. u INTO WOOD STRUCTURE : 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. o* ••>•••s •e .••• .p CONCRETE AT WAD,SILL OR JAMBS fe -3000 PSI MIN. n• { f� TREN PR OROIUT 1 C-90 HOLLOW/FlLLED BLOC(AT JAMBS fm ® 2000 PSI MIN. Fu •'. • 81ST. ' ' 5000 NOT BY T.M.MOM. )s .� • •� • P SHIN OPTIONAL WEEPHOLES: a TYPM ANCHORS Wi = (6) 1"WEEP NOTCH AT EACH END OF SILL •t•� Ehol SEE ELEV. FOR SPACMG W2 a (6) 1"WEEP NOTCH AT EACH END OF SILL ,� 2-31 TWO (2) TRACK DOOR I?E F QI ° `� 6 oaf 13 a N Z r aQ ao n rrb M �m n 4 1 r�S Go a' 1 1 SEN.WITH f' 8 6 SlLxXW o w 1 1 Q 1 14 °iy 1 n n HI-4nWFILE 36 rs °' u n 8 6' �HmH SnmQm moth uw MAX. UW MAX fear MAX + E76 LiSr. +' + r'e-sow va Met. Ext )Labs O f.(+)Lams Exr�+) Lagos HoT er T.M.ww. Z . asF To 60.0 PSF TO .o FSF :• LOADS TO STIRCTURE 4i jj SHIMS OPTIONAL TYPICAL ANCHORS S TEENaM `. W12-31 TWO 2 T •�`�s�E�i�A4 4 "r?a}rr.trt444444a``` TYPICAL ANCHORS 4y , SEE ElEV , FOR SPAGPIG N 1/4•YAX. d SH M © O DI.O. O g a g_ LBd1T REOff. 5n, HFAW RE 1w g a 38 tat 9m0ffi d� o eg S 7 O •a, � 7 Z EXTERIOR PANEL WOM t° O x m DOOR WNTtF1 V iBY WOW BUCKS <2 TYPICILL ANCHORS SEE FOR SPWM-4 O�m 1/4- SHDis fo 11 1/a•MAX F 1/4'MAX � G o SHMIS SHOO Z li MAL F m a Sr w"m o g 4•: DOOR WIDTH u p SMD" row.ANCHORS ..1 `: q�t L. :s• o a LSM E FOR SPACM FOR SPACM1GPE - y'�J•T'�••••• .•t �•'� �� ' k o drawing fro. '•, W12-31 0 2) TRACK DOOR `,v'1 shoot 8 °tt3 n ... :�clot t,�t+ TYPOL ANCHM �(� IN PAW SEE ELEV.FOR SPACING n N MYEDW GIST. 2 t/2' WOOD BUCK 0 " a; -y e. - a STA�(,FjsED• �� tB �t a .o t HE t o 1 t v r R m_0 ° w io t o t t t i t 4 G• STANDAtm O1 ..........:....... ........... ........ •6vf J ` k4 POURED$ttARDOtEO ��. •y�• .�. Q STNS wm OINKIT EDGE•015f. . 2_1/2• :a+ ..• t'o m 9000 P9 YOtl. :+ V� PE 7Q982 3 • NOT BY T.Y.nw. Eo YUST TRANSFER SWM wcs To SnUXIM ,Q• a o TYPICAL ANCHORS .• ' : drawing no. AT srnE Errol m000, SEE IrmCALL M S ;as, W12-31 FM SEE EtEV.Fat�AtyNG SEE ELEV.Fat sPaaNG GREE (3) TRACK D00•R'%��TAILSS �t,:� �• �� g ot13 ,o�1t�� •'r„...teat t F1 �V•V ' M 1/4•MAX. N 3 it 29 to Shg114 O � � a TYPICAL ANCHORS SEE ELEV. . FOR SPAl:MO � u 7V'� st"i r• �QY 4a c TYPICAL ANCHORS LOOT MAX LOADS TO t80 PSF o � � 1 n t•MIN. �.. .EDGE DIST. � � IL 11 11,014.1 e T4 a — M Zo s i o ss nrt°rt tttrtrtrtrtt ' T4 3 y�Sy�jl s EXTERIOR ------ -------- m alnlrhlg rlo. THREE (3) TRACK DOOR � A �N12-31 UR 4 CK DOOR SR- "0 tt lift ttf� 77915 PART'/ QUAN111Y DESCLiEMOK MATERS" 15ANP./9UPPLER/RS1649&R to 7M-347 1 2 TRACK FRAME HE40 8983-78 - 4M 18 TM-333 1 3 TRACK FRAME HEAD 8083-TB N - z � 3 � IC 7M-338 7 4 TRAP(FRAME!{SAIL 8983-T8 2A TM-337 1 2 TRACK FRAME ELL Np93`� 28 TM-334 1 3 TRACK FRAME BILL 9063-TSR �p 2C TM-337 1 4 TRACK FRAME ELL 6083-TB Q g 3% TM-332 2 2 TRACK FRAME JAMB 8083-T11 38 TM-335 2 3 TRACK FRAME JAMB 8063-TB 3C TM-336 2 4 TRACTS FRAME JAMB 9063-TS - 4 TM-321 2/PANEL PANEL.TOP AND BOTTOM RAIL 6063-TB - O 4A TM-330 1/PANEL PANEL BOTTOM P!$(HIGH PRoPw 8083-76 - a Q S 7M-322 1 PANEL JAMB STILE 8063-TSI - 8 t o 6 IM-323 AS READ. STO.NOR INTERLOCK 8083-T8 g� 7 7M-324 AS REM. STD.OUTER INTERLOCK 4083-TO -� 8 TM-325 AS RM. A5IRAGAL STILE 8083-T8 { 9 TM-327 4/PANEL GLAZW BEAD(LAM.MAW) 8083-TB - W I SIA TM-328 4/PANEL GIAZM BEAD(IAM,INSUL GLASS) 9083-TB 0- 88� 10 7M-348 1/FOL PANEL FIX. PANEL GIP 9063-TB - it TM-349 AS REIO. FOL PANEL CMP COVER 9063-TB = v 12 7M-339 Z JAMB COVER 8063-TS { 13 TM-347 AS REQO. POCKET DOOR NOOK 6063-T8 - 14 IM-341 AS ROW. 2'SILL RISER 9083-TB - 8 m 14A 7M-342 AS ROW. 2-3/4ELL RISER 0083-TB - M v 148 TM-343 AS REM. 3-1/2-ELL RISER 8063-TSI V ISA TM-350 AS REOM 2-3/4SIJ.RISER 0063-TB - JQ 136 TM-351 AS RED. 3-1/2'BIL RISER 6083-TB - _ { 16 TM-340 AS REDO. SILL ANCHOR COVER 6063-TB - U 17 TM-354 AS REO. SCREEN TOP&BOTTOM RAIL 9083-18 N 18 YM-355 AS REW. SCREEN STILE 6063-TB - C) z� 19 TM-357 AS REO. OXNO SCREEN BRIE 9063-TB - 3 20 YM-350 AS RE91. Oxo SCREEN ADAPTER 6063-76 I Z CL 21 TT4-344 AS REOD. FRNff LOAM 9CIffE�1 ADAPTER(3&4 TRACKS) 6083-TB - ��a , 22 TM-345 AS REW. FRAME SILL SCREEN ADAPTER(3&4 TRACKS) 6063-TSI. - L 23 YM-346 AS REO. FRAME JAMB SCREEN ADAPTER(3&4 TRACCS) 6083-TO 24 TM-328 AS RECD. HOLLOW STIFFENER 6063-TSI - .. 25 TM-329 AS RWO. SILID STPFEiER 8083-T6 29 - - - 27 /ISI X 3/4- AS RECD. FRAU ASSEMBLY SCREWS ST.STEEL. PH P EIS 28 ;12 X 1- 2/COIDNER PANEL ASSEMBLY SCREW ST.STEEL FM SMB 29 #10 x I- AS REOD. FOL PANEL MEWS.AT 8'FROM ENDS&24-O.C.MAIL ST.STEEL FPF SMS/TEKS 30 - 2/PANEL ROLLER ASSEMBLY - HSTD St - - MORTISE HOOK LOCK FASCO 32 EMSIS N1020 4/WE GAZING GASKET(7/18'MAW GLASS) VINYL ULTRAFAB 32A W32001 4/LITE GLAZING CAMET(9/18'LAM.MASS) VINYL AMESBURY c m 328 W32011 4/LITE OWING GASKET(MUL•LAM.GLASS) VINYL AMESBURY SEALANTS: � 33 21318 AS REM. FIN SEAL PIE W'STIBPRNG — ULTRWAS FRAME AND PANEL CORNERS AND INSTALLA—T-I(-01;N�fACi.S6REYO'�j`• ` 33A 33371 AS REW. FON SEAL RLE W STRIPPM — ULTRWAB AT SILL AND JAMBS SEALED NTH JOINT S6ACA aN!',4 0 I N ifs q 34 - AS RE1D. BULB II'SIRIPPONG VINYL - '' -,AI'•''•�•,•• 35 - 2/LRING E SETTBLOM 1/8'X 1/4-x 2-LONG EROM LOMA70C -"Rr� • �. ; 36 - AS REO. SELF ADHESIVE PILE PAD(1-3/4-X 3-X 3/47 WOOL, ULTP/1FA6 • LE 'CARL 37 - AS REGO. SELF ADHESIVE RLE TMD(1'X 2-7/18'X 1/27 WOOL RRJRAFAe •+•1 C :•"u' u J 38 - AS REO. SELF ADHESIVE POE PAD(1-S/8'X 2-7/18'X 1/27 WOO, ULTRAFAB • �t {y $B 39 — AS REX). SELF ADHESIVE RLE PAD(I/8'X 2-7/18'X 3/47 WOOL UL WAR j��• • - • O •'�• W12-31 } •''�:. cJ� :�'(:Y + sheat 11 of 13 r,• �- .078 .078 .078 e' flFb1289 7.289 .97 1.208Li �7 1.289 97 -^{ 1.338 .124 1.823 0 I ;� .831 .531 831 .124 7 g ,.267 1287 1.267 .124 1223 7A 2 TRACK FRAME HEAD ie 3 TRACK FRAME HEAD iC 4 TRACK FRAME HEAD 1.823 n 5.388 &693 8.791 5.548 6.419 1 8917 M .� .Old .,25 ,823 �� Q Q p 705 ? .942 .w 41942 .078 .078 00 �amgQ-gg 5.142 i H s ® 2 TRACK FRAME SILL ® 3 TRACK FRAME SILL ® 4 TRACK FRAME SILL -�} 1.407 � Z.000 3•� ® ® O 1 1 1.264 2 TRACK FRAME JAMB 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB 1573 1.490 249 m y 2.004 .078 .100�•� .887 • 97 U 3062 078 3.895 4.000 2.089 4.000 .125 2.W7 Z 1.761 ffm .575 PANEL JAMB STILE t8 SILL ANCHOR COVER 7.877 IMM 1.887 .125 pN m .310 1.885 .662 0 ;3Z •O z.aa7 1.900 .372 1298 .082 .050 .078 �? v © PANEL TOP & BOTTOM RAIL Q ASTRAGAL.ADAPTER 72 F=m a 4000 Q GLAZINGD ,2 JAMB COVER 7�4 HOLLOW STIFFENER 7� Q SOLID STIFFENER POCKET DOOR HOOK (TRIMMED) r.078 CLASSLAMWANM O •ice lr- .310 4.812 730 4 .078 1 � 1.923 12� -� 2752 078 .0/8 `o L3.082 GLAZING BEAD 1.782 Ll .893 3 .882 2.428 .078 0 Is UM.OWL GLASS 7.062 8.000 STD. INNER INTERLOCK 4.000 W-1.714 t5 3.140 I o 7 •982 1.071 1-3/4' SILL RISER t 2-3/4" SILL RISER se 3-1/2"SILL RISER t3 POCKET DOOR HOOK a I .374 2.048 .094 .094 `` `9; •.t•(•.;• r+ 1.923 I.4W i0 FTX. PANEL CUP 094 2972 a,," 6 { 8 n� 3.422 1.407 1-.387 .M3 ,.625 .893 _ •• 4. a� O .0783.082-J .050 -Y .893 tl� Browing no. BOTTOM RAIL(HIGH PROFILE) SID. OUTER INTERLOCK FIX. PANEL CUP COVER ©-3/4' SILL RISER 740 2-3/4' SILL RISER 3-1/2' SILL RISER '�'. jn "Yy 1 sheet 12ot13 i 12 ,et�t Q R4.V n \ N Y/\f/J�1p17` O Mrs,Q g� .r-1c FRAME TOP COMER J� J PANEL TOP/SDTTOM CORNER g;6 1 O Z' o MR �1;919414i:t�lllPal �°S GEN •� r r b O FRAME Bar M CORNER `�." j W12-31 �^•• off .•' .?� aheet13ot13 32012 MIAMaPaADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 r DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida.33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 «NOTICE OF ACCEPTANCE (NOA) www mi idad . ov/econom T.M.Windows,LLC 601 NW 12'x'Ave. Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"350"Aluminum Sliding Glass Door(Reinforced)—LMI APPROVAL DOCUMENT: Drawing No. W02-87 Rev E, titled "Series 350-Alum. Sliding Glass Door (L.M.I.)", sheets 1 through 10 of 10, prepared by Al-Farooq Corporation, dated 09/25/02 and last revised on DEC -20, 2012, signed and sealed by Javad Ahmad, 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: Large and Small Missile Impact Limitations: 1. See Design Pressure(DP)capacity Vs.Reinforcing,anchor&sill height, in sheets 3 &4. 2. Glass wider than 36"require approved setting blocks or clamps per FBC requirements. 3. Exterior(Positive)DP w/frame sill(3-1/2")item#4 is limited to Max.+90 PSF. 4.Door height=door height w/o Head Receptor(Door height=door height+1"w/Head Receptor) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises&renews NOA#12-0410.15 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.Chanda,P.E. a } NOA No. 12-1205.04 Miact� ►aECouwrr Expiration Date: December 27,2017 �.V Approval Date: December 27,2012 Page 1 1 T.M.Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file# 12-0410.15) 2. Drawing No. W02-87 Rev E,titled"Series 350-Alum. Sliding Glass Door(L.M.I.)", sheets 1 through 10 of 10,prepared by Al-Farooq Corporation,dated 09/25/02 and last revised on DEC 20,2012, signed and sealed by Javad Ahmad,P.E B. TESTS (Submitted under file# 12-0410.15/08-0617.03) 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,TAS 202-94 along with installation diagram prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-2771 dated 01/15101 &Test Report No.FTL-2976 dated 03/02/01,both signed and sealed by Antonio Acevedo, P.E. and Test Report No.FTL-3088 dated 11/19!01 & FTL-3188 dated 03/23/01,both signed and sealed by Luis A.Fi eredo,P.E. and Test ort No.FTL-5438 Re i b'u P dated 12/13/07, signed and sealed by Carlos S. Rionda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010,prepared by Al Farooq Corporation, dated 05/02/12 and last revised on 12/20/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-1102.09 issued to Solutia,Inc. for"Saflex CP TM- Saflex and saflex HP Composite Glass Interlayer w/PET Core", expiring on December 11,2013. _ 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours& CO., Inc. for "DuPont Sentry Glass", expiring on January 14, 2017. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation, dated 11/19/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test reports. G. OTHER 1. This NOA revises & renews NOA# 12-0410.15, expiring on Jan 23,2013. 2. Previous NOA(s) associated this file are NOA# 12-0410.15,#08-0617.03 and# 07-1009.03. 3. Test proposals,dated 10/18/01 &01/20/05, approved by BCCO. Ishaq I.Chanda,P.E. Product Control Examiner NOA No.12-1205.04 Expiration Date: December 27,2017 Approval Date: December 27,2012 E-1 3" rl 18" MAX. 3" CLUSTER Of 8 ANCHORS 14" LONG REINFORCING CHANNELS AT MTG. STILES 00 3" 6" LONG REINFORCING CHANNELS AT ENDS & INTERMEDIATE LOCATIONS. o } HEAD ANCHORS W/ RECEPTOR M a 6" a 18" MAX. CLUSTER OF 6 ANCHORS0: O O HEAD/SILL CORNERS 3' __ d v HEAD ANCHORS W/0 RECEPTOR °\ O F w v h DOOR WIDTH A C aQQ Cca Nrr a to W " F- g 00 Ln C D E D F gig g OD 01 OPPOSITE LLJo a = � z �w�` o > JJ < 4Q 3r f' Im h Z 0 _ 3z ¢ r�i tii F-to 0- DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. L Z U o o rr U O {/1 C R N D L. OPG. D.L. OPG. o U SERIES-350 ALUM. SLIDING GLASS DOOR V No cc CLUSTER OF 6 DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTSU MOV. PANEL WIDTH AT MTG. STILES SHOWN ON SHEETS 3 & 4. FIX. PANEL WIDTH �p m APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. m o 0 0 0 SILL ANCHORS ��- _ � w c! r o o w THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ~ "18- MAX. y °00 O 0 O 0 0D M O O REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 6" 6" °c < m e W HURRICANE ZONE (HVHZ). � 16Y OR 2BY W0TYPICAL ELEVATION0 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY �,, a o TO TRANSFER LOADS TO THE STRUCTURE. � � .f Engr: JAVAD AHMAD ,n o Q _ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CSL EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA PE 78592 Pev�eet � C.A.N. 3538 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE m .2 NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. DOPENINGS: D.L.O..O. HEIGHT = DOOR HEIGHT - 7.125" droving no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT D.L.O. WIDTH (FIX. PANEL) = PANEL WIDTH - 5.575"COME INTO WQZ-87 REQUIREMENTS NOFCTHEITH FLORIDA BLOTHER DDG. CODE SECTIO1N 2 03.8 4 SHALL MEET THE D.L.O. WIDTH (OPER. PANEL) = PANEL WIDTH - 5.675" DEC 2 0 ZU?2 sheet 1 of 10 A 49 21 N J - C F W � � g a a_ B N Q OX (SHOWN) NOTE: C 6 XO HEAVY REINFORCING IS SHOWN V G ri 11 REFER TO SHEETS 5 & 6 FOR a s o O D LIGHT, MEDIUM OR HEAVY REINFORCING a Q a 8 AS APPUCABLE PER DESIGN PRESSURE CHART. O A 49 {t °.0 Q W �u 0 F !r-` Z {t!t� =D � B XX tn G � O O N Q 49 � Li A 21 � • � xv Z , LLj- C N '9 ii Si C N �a = M N U,Q�5 �'- aD Z N B 114.9m ' OXO LO3� z � M Z Q cn W g v 11 N CD CL - © O A 21 W C � i E P o U U •b� 00Ld a ! 7 N a. CL C OXXO 46- E� oc Nr � .y ao of ai A 4g •� a o 0 18 20 21 C U o w s IEngr. JAVAD AHMAD ,� o 4 CML N o FLA PE # 70592 $+ C.A.N. 3538 � XXO (SHOWN) J � v v OXX drawing no. APPROVED CONFIGURATIONS DEC 2 0 Z 12 W02-87 sheet 2 of 1=0 ), DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF GLASS TYPES-A OR B ARE �U DOORS W/O HEAD RECEPTOR DOORS W/O HEAD RECEPTOR DOORS W/O HEAD RECEPTOR APPLICABLE TO CHARTS K LIGHT REINFORCING MEDIUM REINFORCING HEAVY REINFORCING SEE SHEET 5 FOR DETAILS SEE SHEET 5 FOR DETAILS SEE SHEET 5 FOR DETAILS 3/16" TEMP. GLASS ap 0 ANCHORS ANCHORS ANCHORSANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS Q ' ' ' ' + .075" INTERLAYER .. ` PANEL DOOR TYPE A TYPE 'B' TYPE 'F' PANEL DOOR TYPE A TYPE B TYPE F PANEL DOOR TYPE A TYPE B TYPE F S' TORMGLASS' VANCEVA COMPOSITE I" w WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT 'SQ INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) INCHES wain EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) tNCHEs wC u EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 'SOLUTIA' a aof 24 75.0 75.0 75.0 75.0 75.0 75.0 24 100.0 120.0 100.0 120.0 100.0 120.0 24 t 00.0 120.0 100.0 120.0 100.0 120.0 O M v 30 75.0 75.0 75.0 75.0 75.0 75.0 30 100.0 120.0 100.0 120.0 100.0 120.0 30 100.0 120.0 100.0 120.0 100.0 120.0 3/16" TEMP. GLASS �Q 36 75.0 75.0 75.0 75.0 75.0 75.0 36 84 100.0 120.0 100.0 120.0 1100.0 120.0 36 100.0 120.0 100.0 120.0 100.0 120.0 SILICONE p 42 75.0 71.4 75.0 71.4 75.0 71.4 42 100.0 120.0 100.0 120.0 100.0 120.0 42 84 100.0 120.0 100.0 120.0 100.0 120.0 DOW CORNING 995 C vh 1 48 75.0 65.8 75.0 65.8 75.0 65.8 48 100.0 109.0 100.0 120.0 100.0 120.0 48 100.0 109.0 100.0 120.0 100.0 120.0 p 1 54 75.0 61.8 75.0 61.8 75.0 61.8 54 96.9 96.9 100.0 120.0 100.0 120.0 54 96.9 96.9 100.0 i 20.0 100.0 120.0 � C'0 M " 24 75.0 75.0 75.0 75.0 75.0 75.0 60 87.2 87.2 100.0 120.0 100.0 120.0 60 87.2 87.2 100.0 120.0100.0 120.0 m O' Q Q vi 30 75.0 75.0 75.0 75.0 75.0 75.0 24 100.0 120.0 100.0 120.0 100.0 120.0 24 100.0 120.0 100.0 120.0 100.0 120.0 NIX rn C N 36 84 75.0 74.5 75.0 74.5 75.0 74.5 30 100.0 920.0 100.0 120.0 100.0 120.0 30 100.0 120.0 100.0 120.0 100.0 120.0 �! �! c� Q' W 3 LL 42 75.0 66.9 75.0 66.9 75.0 66.9 36 100.0 120.0 100.0 120.0 100.0 120.0 36 100.0 120.0 100.0 120.0 100.0 120.0 j1 !j: "� w U M 48 75.0 61.5 75.0 61.5 75.0 61.5 42 90 100.0 112.1 100.0 120.0 100.0 120.0 42 90 100.0 112.1 100.0 120.0 100.0 120.0 = 0 jI Ej: J Z c�Q 54 74.8 57.5 74.8 57.5 74.8 57.5 48 100.0 102.5 100.0 120.0 100.0 120.0 48 100.0 102.5 100.0 120.0 100.0 120.0 W W j• •!I' Q W 24 75.0 75.0 75.0 75.0 75.0 75.0 54 95.5 95.5 100.0 120.0 100.0 120.0 54 95.5 95.5 100.0 120.0 100.0 120.0 = t 30 75.0 75.0 75.0 78.0 75.0 75.0 24 100.0 120.0 100.0 120.0 100.0 120.0 60 87.2 87.2 100.0 120.0 100.0 120.0 O O 00 36 90 75.0 68.3 75.0 68.3 75.0 68.3 30 100.0 120.0 100.0 120.0 100.0 120.0 24 100.0 120.0 100.0 120.0 100.0 120.0 n I J n 42 75.0 61.1 75.0 61.1 75.0 61.1 36 100.0 115.7 100.0 120.0 100.0 120.0 30 100.0 120.0 100.0 120.0 100.0 120.0 e s a ss GLASS TYPE A g 48 72.8 55.9 72.6 55.9 72.6 55.9 42 100.0 103.t t 00.0 120.0 100.0 120.0 36 100.0 115.7 100.0 120.0 100.0 120.0 24 75.0 75.0 75.0 75.0 75.0 75.0 48 94.0 94.0 100.0 119.0 100.0 119.0 42 gg 100.0 103.1 100.0 120.0 100.0 120.0 0 30 75.0 72.8 75.0 72.8 75.0 72.8 54 87.2 87.2 100.0 110.3 1100.0 110.3 48 94.0 94.0 100.0 120.0 100.0 120.00) 36 96 75.0 63.0 75.0 63.0 75.0 63.0 t/4" TEMP. GLASS 7 M 24 100.0 120.0 100.0 120.0 100.0 120.0 54 87.2 87.2 100.0 120.0 100.0 120.0 ca 42 73.0 56.2 73.0 56.2 73.0 56.2 30 100.0 120.0 100.0 120.0 1100.0 120.0 60 82.0 1 82.0 100.0 120.0 100.0 120.0 .090" INTERLAYER SENTRYGLAS BY 'DUPONT' L- 48 66.6 51.2 66.6 51.2 66.6 51.2 36 102 100.0 107.4 100.4 120.0 100.0 120.0 24 100.0 120.0 100.0 120.0 100.0 120.0 Q 24 75.0 75.0 75.0 75.0 75.0 75.0 42 95.5 95.5 100.0 120.0 100.0 120.0 30 100.0 120.0 100.0 120.0 100.0 120.0 1/4" TEMP. GLASS N N Z rtOi 30 75.0 72.4 75.0 72.4 75.0 72.4 48 86.8 86.8 100.0 109.8 100.0 109.8 36 102 100.0 107.4 100.0 120.0 100.0 120.0 SILICONE =330 0 N Lei 36 96-1/2 75.0 62.6 75.0 62.6 75.0 62.6 24 100.0 1120.0 1100.0 120.0 100.0 120.0 42 95.5 95.5 100.0 120.0 100.0 120.0 GE RAPID STRENGTH m RGS7700 O 42 72.6 55.8 72.8 55.8 72.6 55.8 30 100.0 116.4 100.0 120.0 100.0 120.0 48 86.8 86.8 100.0 120.0 100.0 120.0 48 66.1 50.9 66.1 50.9 66.1 50.9 36 tab 100.0 100.3 100.0 120.0 100.0 120.0 54 80.2 80.2 100.0 120.0 100.0 120.0 DOOR HEIGHTS W/0 HEAD RECEPTOR z n 42 to 9 88.9 100.0 112.2 100.0 112.2 24 100.0 120.0 100.0 120.0 100.0 120.0 M w �'e- 48 80.6 80.6 100.0 101.7 1 dd.0 101.7 30 100.0 116.4 100.0 120.0 100.0 120.0 z N N 00 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 36 t� 100.0 100.3 100.0 120.4 100.0 120.0 .11 - - • - - - . - . 42 88.9 88.9 100.0 120.0 100.0 120.0 - - - - - � 48 80.6 80.6 t 00A 12x.0 100.0 i 20.0 TYPE 'A' i/4" DIA. ULTRA�QN BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 54 74.3 70.3 100.0 120.0 100.0 120.0 3•II •II o 1-1/2" MIN. PENETRATION INTO WOOD All > III 24 100.0 120.0 100.0 120.0 100.0 120.0 wI- o 30 100.0 109.4 100.0 120.0 t 00.0 120.0 X g z 0 o w �� v5 O� U N THRU 1 BY BUCKS INTO CONC. OR MASONRY >w. 'e 36 114 90.0 94.0 100.0 120.0 100.0 120.0 ! I W � � W o 0 0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ire 42 83.2 83.2 100.0 120.0 100.0 120.0 W vTYPE '8' 1,/4" DIA, ULTRACON BY 'E {�Q (Fu=177 KSI, Fy=15s KSI) , '� 48 75.z 75.2 100.0 120.0 100.0 120.0 GLASS TYPE `B' tUn c� in a DIRECTLY INTO CONC. OR MASONRY 24 100.0 120.0 100.0 120.0 100.0 120.0 v a z ir 1-1/4" MIN. EMBED INTO CONC. OR MASONRY , 30 100.0 103.1 100.0 120.0 100.0 120.0 GLAZING OPTIONS U= 36 120 88.5 88.5 100.0 120.0 100.0 120.0 N � TYPE 'F' 914 SMS OR SELF DRILLING S[:RFw, (GRADE 2 CRS) I 42 78.1 78.1 100.0 120.0 100.0 120.0 NOTE: o " N INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 48 70.5 70.5 100.0 120.0 100.0 120.0 GLASS CAPACITIES ON THIS SHEET ARE '6 o sn 9 $ a o 0 BASED ON ASTM E1300-04 (3 SEC. GUSTS) >� o INTO METAL STRUCTURES 2, C <1w v o W AND FLORIDA BUILDING COMMISSION STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET DECLARATORY STATEMENT DCA05-DEC-219 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ARE FOR DOORS USING FRAME SILL '4A' & '4B' o � (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) FOR DOORS USING FRAME SILL '4' LIMIT Engr. JAVAD AHMAD N` - - -` - - - - - - - - . - - - - - -I EXT.(+) LOADS TO 90.0 PSF. FLA. PEAL 70592 1 TYPICAL EDGE DISTANCE C.A.N. 3538 � A m INTO CONCRETE AND MASONRY = 2-1/2" MIN. � � INTO WOOD STRUCTURE I" MIN. INTO METAL STRUCTURE = 3/4" MIN. drawing no. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. DOORS W,/0 HEAD RECEPTOR W02-87 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. CLUSTER OF 6 ANCHORS AT STILE ENDS AT HEAD & SILL sheet 3 of 10 MEMO K 00 I MAJOR INTERLOCK MAJOR INTERLOCK N 12 # TM-065 12 # TM--065 �.' � O ti 3 pJ D 45 10" LONG i" N ALUM TUBE g 0 TOP & BOTTOM 4p OF STILE v o � ac 8 p a 15 MINOR INTERLOCK15 MINOR INTERLOCK � & O 44 ALUM�TNUBE LIGHT REINFORCING w s aW 11 11 � n 910* LONG 10" LONG45 O S co ALUM TUBE ALUM TUBE 0 ^ a TOP & BOTTOM 0 TOP & BOTTOM - � OF STILE OF STILE � � O M LLI LL. d > `C = 15 15 r m n 44 �o g30z ^ FALL LENGTH TUBE MEDIUM REINFORCING �;, Z a A t C1'iwr-v� w g � �wti►tee t coo o max~ 2 7 aow w w O OO 0 49 49 o " FULL LENGTH FULL LENGTH o ++ w w ALUM TUBE ALUM TUBE � 33 U � ayy W 41 0 O C7 V K Z 2 W O O O O r 00 ttg ui N N M .N 0 0 0 0 0 4 0 6 m U m w FULL LENGTH ALUM TUBE HEAVY REINFORCING Engr. JAVAD AHMAD CML N a FLA. PE i� 70592 g �_ CAN. 3538 1;2 ing no. a 20 -87 � � �' sheet 5 of 1 Q TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS 1 BY WOOD BUCK SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING AND CHART ON SHEET 4 qANDCSHEET 4 {SEE NOTE 14E 1) AND CHART ON SHEET 4 OR CAPACITY FOR CAPACITY I AT DOORS WITH MEDIUM & HEAVYw METAL o 22 REINFORCING STRUCTURES Z j DIST. 4 12 LONG U EDGE DIS 0 d °. 2 7 8, o. o a.°4 ° EDGE DIS EDGE DISI. i•CONCO&E a d ° o CONCREF o p- _ S o a4 . ° I 3 53 1 Z� Z� an= � 4'°o M L-4, °°y w m A ` mN ` mN p aQ< I I-- --I "' OLS .0 I 28 W 4. U• zN = � EliI -1J i 50 TYPICAL ANCHORS IN PAIRS Q W g , 29 I I 'TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING I I 2 SEE ELEV. FOR SPACING AN CHART ON SHEET 3 AND CHART ON SHEET 3 FOR CAPACITY METAL d E DIST. FOR'CAPACITY STRUCTURES I 4 . ° °• EDGE DI 0 II II I l i CONCf#ETE. a li; Ij: L EDGE DIST. 1 CDNCRETF .1 0. O ao IjI Ijl III III d a 4 . d $ CA jl 'iI it ';I to tIJ Ij• III Ijl IjI •` � M th Wu m N m N m N � > o q (n B z v M _� g �' ' O c�.I US III III II!. 111 SEALANTS: Z p .. c� -i W WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS FIXED PANEL STILE TO FRAME, PANEL AND FRAME CORNERS AND = d !++ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM HEAD RECEPTOR TO FRAME SEALED WITH CLEAR COLORED SILICONE. N i, ii ii AND TRANSFER THEM TO THE BUILDING STRUCTURE. o O -+ W WEEPHOLES: t—to tL is li; it li! W1 = (4) 15/16" WEEP NOTCH i! 1. i! I! ONE AT EACH END OF EACH PANEL Iii lit *%dw o �, .!i •Il 5A W2 = (4) 1/4" WEEP NOTCH ! I! IP I! I i` I I Il •�i I: 'i ONE AT EACH END OF EACH PANELMe a o N o I I I II j jl •jl 4A 'I• 'I: j! li: IjI IjI ak 5 L! L! L! L, li. li! li: II': 5 Ii 1 I '4 2O 4 iii it i it j! 4B ° o Ij Ij� it li: (.i !.i I., 1. I; Ij: 10 I. I. I.II.I - _ ; I: I: 1' I: Nvz .I •II; I; i Ij I ` i I c� ! it II:' I: F- AT DOORS WITH 0 c z Z) -I z '� I -4 m g 23 24 MEDIUM I I W 4 I I REINFORCING I 1 �} a I _ _ 1 N c N o o o w _� ..o t- '-'" -i h- ---- -i .+.o 150 o r N N �i Npc !^ o stai ON F- �� Camvow I __ _ PANEL. BOTTOM EW o s d _ Engr. ,IAVAD AHMAD n o I.. o I.. .. . .'.'.'.'. . . . . . .. . .. . .. I. . . .. . . CIVIL = . . .. .. . . ... . . ... I i. . . .. . . . . . . ... . . . . . :. :.... . ... . .:. . .. .. . . . .. . FLA. PE >� 70592 I d 38 S: o .4 C 0 C .o: CONCRETE' ONCREP C N RETL° DGE DIST. i W2 0 -EDGE--bI i e fDGE •DISI'.. . . . °... I d.:. d I I a v I •d i P d HIGH STREN H NON SHRINK I °� W1 0• 4 04• a ° POURED & HARDENED GROUT4 drawing no. TYPICAL ANCHORS NO B 5000 PSI MIN. tit IN STAGGERED PAIRS TYPICAL ANCHORS NOT BY TM WINDOWS YyQ2-87 SEE ELEV. FOR SPACING AT BOTTOM CLIP MUST TRANSFER SHEAR - LOADS TO STRUCTURE DEC (sheet 6 of 10 TYPICAL ANCHORS '' � SEE ELEV. PANEL WIDTH FOR SPACING #10 X 1" PH SMS K AT 36" O.C. 00 tt o 1/4" MAX. D.L. OPG. z r LOAD BEARING SHIM 49 © O 0 W m Z ro a- TYPICAL ANCHOR a. a. O O 18 41 42 20 21 16 51 36 d W �► v � c O W Q�� > "' $ O q� a W NLL to J MQ j _- -_--- - - - --- ------------- W— _ 1= _ =— — Q � .0% — — — — — — — :.�:::: WOC z - - - ............. - - 00 o40 .J. Ln • � 8 5 37 32 33 � I 30 EXTERIOR O.L. OPG. N to 0 PANEL WIDTH M `� c� DOOR WIDTH z JU w L J 1BY WOOD BUCKS N �= U SEE NOTE SHEEP t O NLIS I TYPICAL ANCHORS 0— m SEE ELEV. Z 0 CO FOR SPACING M $$ Z ,d r 1/4- MAX. I ,Z UQ LOAD BEARING g o 0 SHIM N �--to a TYPICAL ANCHORS _ TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING U 1/4" MAX. �° LOAD BEARING +r - 1/4" MAX. Ln o LA v o SHIM 0 LOAD BEARING - - a ° *r' W �" SHIM y^Y o °V z.O ^ 0 aw9 Cw9 .. � Q °1 $ � � Z � METAL - - --- o STRUCTURE $ cn y o o c°S o ar D 0 a c ifI N N M .y ao o .F a0 0 0 0 of o } •) 0 ° NO W :- W Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 5 ATTACHMENT TO MEJAL 5RUCTURES ATTACHMENT TO CONCRE?E drawingno. STEEL OR ALUMINUM OR CONC, BLOCK DEC 2 2012 W02--87 sheet 7 of i 0 4.1951 1.407 .875 - X1.685 �i .842 {� 2.762 K F.070 080 I 062 1.462 a 1.777 1.819 1.376 Z h 2.018 1.547 045 .072 1.914 .750 1.663 C I- Z 2.830 3.250 3.147 3.147 Q W I L a 0 3.500 .750 1.342 1.600 Q O v v 4.090 1 000 1.359 2.244 2 3119 HEAD RECEPTOR O PANEL TOP RAIL GW 37654 GW 37632ll �_ ^� MINOR INTERLOCK .750 2.956 2.529 1`� GW 37625 - a of o 3.875 O DOOR FRAME JAMB STILE ADAPTERSTILE ADAPTER O1000 a p GW 34977 GW 37629 .750 TM-0$5A 2.762 0 .0 -2.093-11.200 .622 Q j A 1 N. Z rA' cq► 1.587 _ €+75 2.475--_{ L I .070 Q I a 060 1.693 HEAD REINFORCING CHANNEL 2'981 2.7� 1.144 750 2.128 1.164 ® GW 37655 2.688 Go L Ll3.250 d 3.375 062 .062 .758 1.162 2.244 8 6Cl 25 1.600 �- 3.119 0 Ln 0 Ln 1.407 2.562 M 2.000 MINOR INTERLOCK I 062 10 PANEL BOTTOM RAIL 18 LOCK STILE 16 MALE BUTT STILE 992 �I TM-106 C J> L` GW 37624 GW 37637 GW 37623 O SILL COVER 1,$70 TM-095 .140 cin < = M f�--1.5951.595-�I � V ' � 1.200- Z�- Q7 � O FRAME HEAD 1.271 3 z -� Y 2 GW 30710 ' wlf�► Z W � � v , � r ��O 3.375 i�plF iIM� '7 .080 v�`', F=to D_ �- 3.000 4 .060 3.691 ✓ MINOR INTERLOCK REINFORCEMENT 1.375 �_ TM-107 082 .375 4.171 LENGTH = PANEL HT. - 4.5" --4.101 Lo yoov, rn 1.595-�I 1.595 3.000 o F_ E i�_ F_ - FRAME HEAD (OPTIONAL)® FIX. PANEL CLIP 20 21 GW 32096 O O GW 37743 z i"a9 g z 4.231 3.719 - O SILL COVER u> m m ao cv 080 TM-074 0 0 0 0 O p o i° F 080 4.181 � ou0000 y C a m v o w 3.500 .080 ;- .090 3.500 Engr. JAVAD AHMAD ,n a o TYP T1'R .688 .699 FLA. PEI# 70592 � 080 C.A.N. 3538 .625 .759 oa ti r $`_ .625 3.798 -3.891 I I drawing no. 3.385 --�I �O,Z_87 O FRAME SILL 46 FRAME SILL 4A FRAME SILL (OPTIONAL) DEC 0 2012 GW 37557 TM-177 TM-067 sheet 8of 1 0 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 2.230 2.230 �Q � 1 GW 37654 1 HEAD RECEPTOR ALUM-6063 T5 FRAME TOP 125 v.125 r, ao 2 GW 30710 1 FRAME HEAD ALUM-6063 T6 FRAME TOP i N 2A GW 32096 1 FRAME HEAD (OPTIONAL) ALUM-6063 T6 FRAME TOP z 3 J 3 GW 37655 6 HEAD RECEPTOR REINFORCEMENT (6" LONG) ALUM-6063 T5 AT HEAD ENDS & CENTER UNE OF PANELS Z 3A GW 37655 3 HEAD RECEPTOR REINFORCEMENT (12" LONG) ALUM-6063 T5 AT ASTRAGAL & INTERLOCK LOCATIONS •090 .090- 4 090 4 GW 37557 1 3 1/2" SILL ALUM-6063 T6 FRAME BOTTOM IL 1 9 IL v 4A TM-067 1 4 1/4" SILL ALUM-6063 T6 FRAME BOTTOM C "j 4B TM-177 1 3 1/2" SILL ALUM-6063 T6 FRAME BOTTOM 4.426 44.396.687 4.657 d. 5 TM-095 1 DECORATIVE SILL COVER PTIONAL) ALUM-6063 T5 FRAME BOTTOM v G SA TM-074 1 DECORATIVE SILL COVER (OPTIONAL) ALUM-6063 T5 FRAME BOTTOM 8 GW 34977 2 FRAME JAMB (TWO TRACKS) ALUM-6063 T6 FRAME SIDE 750 750 Q'C g EqQ 8 9 GW 37632 4 TOP RAIL ALUM-6063 T6 PANEL TOP _ .155 125 0 < r . 03 10 GW 37624 4 BOTTOM RAIL ALUM-6063 T6 PANEL BOTTOMQLJW 3 11 GW 37630 2 2X4 MAJOR INTERLOCK ALUM-6063 T6 PANEL SIDES W C6 z 11A GW 37630A 2 2"X4" MAJOR INTERLOCK ALUM-6063 T6 PANEL SIDES 3.105 3.105 810 12 TM-065 2 2"X3" MAJOR INTERLOCK ALUM-6063 T5 PANEL SIDES ] Q Wei 15 GW 37625 2 MINOR INTERLOCK ALUM-6063 T5 PANEL SIDES ® 2"x4" MAJOR INTERLOCK 2"x4" MAJOR INTERLOCK 15A TM-106 2 MINOR INTERLOCK ALUM-6063 T5 PANEL SIDES Ii GW 37630A (OPTIONAL) 11 GW 37630 ro 16 GW 37623 1 MALE BUTT STILE ALUM-6063 T6 PANEL ASTRAGAL N 17 GW 37629 1 STILE ADAPTER ALUM-6063 T5 PANEL ASTRAGAL 2.230 OfN 18 GW 37637 2 LOCK STILE ALUM-6063 T6 PANEL SIDES 20 FXD 37743 2 BOTTOM CUP (3 x 3 x 1/4 x 1 7/16" LG. ANGLE) ALUMINUM FRAME SILL rn N c0 21 TP 37743 2 TOP CLIP (3 x 3 x 1/4 x 1 7/16" LG. ANGLE) ALUMINUM FRAME HEAD M a: 22 - 3 3 1/4" X 1/2" X 1/8" X 12" LG. REINF. CHANNEL ALUMINUM ABOVE INTERLOCKS & ASTRAGAL STILES '090 v 23 _ 1/MOV. PANEL .820" X 1.435" X .060" THK. CHANNEL, FULL LENGTH STEEL IN BOTTOM RAIL z Li LLi- o > 24 - 1/MOV. PANEL .650" X 1.235" X .060" THK. CHANNEL, FULL LENGTH STEEL IN BOTTOM RAIL 3.396 3657 in z 28 WV-3033 AS REQ'D BULB TYPE VINYL VINYL HEAD RECEPTOR = U � 29 4020-PILE SINGLE ROW "ULTRAFAB" FIN SEAL WEATHERSTRIP WOOL TOP & BOTTOM RAILS ON .750 2 m 30 4037-PILE 2/ROWS "ULTRAFAB" FIN SEAL WEATHERSTRIP WOOL INTERIOR INTERLOCKS STILES z . 00 Y 31 4020-PILE SINGLE ROW "ULTRAFAB" FIN SEAL WEATHERSTRIP WOOL FRAME JAMB/ASTRAGAL i Z 32 - 2 1/2" x 2" LONG SELF ADHESIVE PILE PAD WOOL AT FRAME SILL 33 - 1 7/8" x 3" LONG SELF ADHESIVE PILE PAD WOOL AT FRAME HEAD Qy q0 35 TM-36205 2/ MOV. PANEL TM TANDEM ROLLER ASSEMBLY ALUMINUM/NYLON BOTTOM ACTIVE PANELS too 3.105 36 TM-32476 1/ MOV. DOOR TM LATCH ASSEMBLY ALUM/VINYL/STEEL MALE ASTRAGAL 2"x3" MAJOR INTERLOCK 37 TM-32424 AS READ. TM KEEPER ALUMINUM FEMALE ASTRAGAL 12 TM-065 �' 38 - 2/ CORNER #8 X 5/8" FH SMS - FRAME ASSEMBLY SCREWS STEEL - ra 9 I" U 39 - 2 #10 X 1/2" OH. SMS. - KEEPER INST. SCREW STEEL FEMALE ASTRAGAL 5 o y 40 - 8/PANEL #10 X 1" PH. SMS. - PANEL ASSEMBLY SCREW STEEL PANEL CORNERS p U iF iE 41 - (2/CUP) #14 X 1-1/4- PH. SMS. - FIXED PANEL CUP STEEL TOP/BOTTOM CUPS/STILES 0 W z3, � 42 - 1/CUP #14 X 1-1/2" PH. SMS. -TOP FIXED CLIP STEEL HEAD TOP INTERLOCK ai v a v 44 - AS READ. 1 1/2" x 2" x 1/8" REINF. TUBE, FULL LENGTH ALUMINUM AT EACH MINOR INTERLOCK a z z $ 44A TM-107 AS READ. 1 1/4" x 1-5/8" REINF. TUBE, FULL LENGTH ALUMINUM AT EACH MINOR INTERLOCK LOCKS: 45 - AS READ. 1 1/2 x 2 x 1/8" REINF. TUBE, 10" LONG ALUMINUM - 2 POINT FLUSH MOUNT HOOK LOCK AT MOVING PANEL LOCK STILE ' 0 0 0 ` 42-1 2" FROM BOTTOM FASTENED WITH 1 c 0 48 - 6 X14 x 1" PH. SMS. STEEL AT 50" O.C. MAX. ABOVE INTERLOCKS � (2} # 0 X 5�8" FH SMS. � o (2) SURFACE MOUNT ALUMINUM KEEPERS FACING LOCK AT 35-1�2" > o Q Q 49 -3 2 X 4 X 1/8" REINF. TUBE (LENGTH = PANEL HT. - 8") ALUMINUM MAJOR INTERLOCK/ASTRAGAL 50 - AS REQ'D SILICONE CAP SILICONE FRAME/HEAD RECEPTOR AND 50" FROM BOTTOM EACH FASTENED WITH (3) #12 X 2" FH SMS. 51 - 2/LATCH #10 X 2" OH. MS. - ASSEMBLY SCREW STEEL LATCH ASSEMBLY N � 53 - 4/CHANNEL #14 X 1-1/2" PH. SMS. STEEL AT HEAD ALUM. CHANNEL Engr. JAVAD AHMApCIVIL Of - FLA. PE # 70592 g C.A.N. 3538 a 8 1 D Lj'5O V V drawing no. W02-87 D�� 2 0 zolz sheet 9 of 10 ilea U g 38 40 Go N 30 ® 0 a 0- � o o a of cy� o o 0 L vi 0EOI • � �' z 3at0 .. a wz .PANEL TOP CORNER � o °n° rn to FRAME TOP CORNER M Z �L a > ^ 0'N �Nm � n r Z ^s� I Z Q v(3) • W • � In (CO,QLLJ _ • 40 Jib �1'� •f?y ovzi � C O U N _M n o 8 l4i 10 q� z v z 000!"" � y c3 � o :V N o a 010 I N e- Engr. JAVAD AHMAD ft p CML N iv FLA PE # 70582 C.AN. 35 f PANEL TT RNR � ti 38 drawing no. FRAME BOTTOM CORNER c 2 0 n W02-87 sheet 10 of 10 M IAM I•DADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 I 786 315-2590 F 786 315-2599 -BOARD AND CODE ADMINISTRATION DIVISION ( } ( } NOTICE OF ACCEPTANCE (NOA) www.-miaiitldade.nv/pers/ T.M.Windows,LLC. 601 N.W.le Ave. Pompano Beach,FL 33069 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 Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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-249 Aluminum Outswing Doors w/wo Sidelites-L.M.I. APPROVAL DOCUMENT:Drawing No.W11-03 Rev B,titled"Series-249 Alum Out-swing Dior w/Sidelites (L.M.I.)",sheets I through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on APR 18, 2012,signed and sealed by Javad Ahmad, P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitation: 1. See sheet 5 for single or double Door Design Pressure(DP)rating Vs glass type and/or threshold type (Exterior(+)water limit) 2. See sheet 6 for Stationary unit or doors w/sidelite DP rating Vs glass type and/or threshold type.Lower DP rating of Doors or Sidelites shall control when combined together. 3. See sheet 4 for Single Door w/SHW design pressure rating Vs glass type and/or threshold type,limited to single door application only. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "MiamNQade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oflidial. This NOA revises NOA 4 i1-0218.05 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 1.Chanda,P.E. NOA No 12-0205.14 a 11fiffivuNi Expiration Date:April 21,2016 Approval Date: May 03,2012 �, W Page 1 T.M.Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(transferred from file# 11-0218.05) 2. Drawing No.W11-03 Rev B,titled"Series-249 Alum Out-swing Door w/Sidelites(L.M.I.)", P. _ sheets 1 through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on APR 18,2012,signed and sealed by Javad Ahmad,P.E. b Note:This revision consists of FBC 2010 notes only. B. TESTS(transferred from file#11-0218.05) 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing doors w/wo Sidelites(samples A-1 thru F=1),prepared by Fenestration Testing lab,Inc.,Test Report No. FTL-6168,dated 12/14/2010,witnessed by Jorge A. Causo,P. E. and signed and sealed by reviewing engineer Marlin D. Brinson,P. E. Note:This test report has an addendum letter dated March 28,2011,issued by Fenestration Testing lab,Inc.,signed and sealed by reviewing engineer Marlin D. Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural.analysis,complying with FBC-2007, prepared by Al Farooq Corporation, dated 02/17/11 and last revised on 04/01/11, signed and sealed by Javad Ahmad,P.E. (submitted under file# 11-0218.05) 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade.Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours&Co.,Inc. for their"DuPont Sentry Glass interlayer 0",expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their"Saflex Clear or colored interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no financial interest,prepared by AI-Farooq Corporation,01A9/12,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest,prepared by Al-Farooq Corporation,02/17/11,signed and sealed by Javad Ahmad;P.E.(submitted under file# 11-0218.05) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA# 11-0218.05,expiring on April 21,2016. 2. Test proposal# 10-0017,dated 01/06/10 and e-mail test revision dated Oct 06,2010 approved by BCCO. V,��!-j 1 Ishaq L Chanda,P.E. Product Control Examiner NOA No 1240208.14 Expiration Date:April 21,2016 Approval Date: May 03,2012 . E-1 HEAD/SRL ANCHORS AT STILE ENDS AM 41 7/8' (8)AT 3'O.C. 80• FRAME WIDTH FFRA6IE WIDTH 8•MAX. 15'MAK8'MAX. 3' 0 SURFACE APPLIED HEAD/SILL TYP. 18'MAX. HEAD/SILL A HFAD/SRL FALSE MUNTMIS CORNERS A HEAD Spl. CORNERS MAY BE USED IN SHINGE EE SHEET S II 1y � C u I u\ It SEE SHLOCK OPTIONS_ 8 �- B 0 CLASS D.LO. DIMS. jCTW ACTIVE D.LO. HEIGHT (DOOR& SIDELITE) m FRAME HE04T - 14.875" ----- O.L.O. WIDTH (X DOORS& 0 PANELS) . FRAME WIDTH - 11.875' D.LO. WIDTH (XX DOORS) m (FRAME WIDTH - 207/2 30" 30• 29 718* e -- D.L OPO. �� D.4 OPO. Od.OPG, 38 5/8' _ 38 S/8' LEAF WIDTH LEAF WIDTH _ 38 5/8' LEAF y SERIES-249 ALUMINUM FRENCH DOOR W/ SDIELMS TYPICAL ELEVATION TYPICAL ELEVATION APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS ( X ) ( XX ) sgw86geFfan WITH OR WITHOUT SIDEUTES. iY®OQ101 SIDE LTTES CAN BE ON ONE OR BOTH SIDES OF DOOR. WNGT.S MW DOOR SEE SHEET 8 FOR DESIGN LOAD CAPACITIES. DUAL UW DOOR 1 -- - DOOR OPTIONS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Q b REQUIREMENTS OF THE FLORIDA BUILDING COR: INCLUDING HIGH VELOCITY a m HURRICANE ZONE(HVHZ). 1 B OR 28Y WOOD 8UC9S BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. p ; o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DEflNIS,APH710RS ODORS/SIDEL.ITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. mm mm, EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. ;t'U:.IK�701k82 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE `�4^AANN...k. NOT PART OF THIS APPROVAL \� I' : 8 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.MAALS INCLUDING crowing no. COE INTO CONTACT WITH OTTHHERRU ILAR MA SHALL MTEEL METAL EET ' �cL `�- �, W1 1-03 REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. sheet 1 of 1 . r ANCHORS AT MULLION , • ({�V/ NEAO//SS11LL ANCHORS AT 4•,Y& 10•FROM END OF T� AT STILE ENDS FRAME AT ODOR AND 5NEIRES FRAME WIDTH (6)AT 3.O.C. TYP.AT HEAD/SILL .- 1 1/4•MAX1 1/4•MAX 0 # 41 7/8" 80•MAX. 41,4111S, �. $ SIDELITE FRAME WIDTH XX DOOR FRAME WI WE FRAME WIDTH l� I V MAX. 3" 15•MAX. HEAD/SILLTYP. SURFACE APPLIED HEAD/4L1. FALSE MUNTINS CORNERS MAY 8E USED a i ❑ � HINGE OPTIOft \\SEE SHEEy3 -I \ IIS F 0 le \LOCK OPTIONS i I II N Z .��QQ � G e I ♦ / it ---•1• fffjDDj I-```�7 oQ I+. D.L ACTIVE 10 O.L.OPG. D.L OPG. p,L•ppG, 7Q Bqi 38 S/8• € 3g 1/g• LEAF WIDTH 38 s/8• 38 1/8• LEAF Wrorw LEAF WIDTH LEAF WXTfH &w;E TYPICAL ELEVATION oxxoIN ) WITH PANEL SIDELI7 ffi g�m SIDELITE OPTIONNL 4 a i;:5ft ' drovfing no. 1 1 1 HEAD/SILL ANCHOIRS ANCHORS AT MULLION �v AT AT a',7'& 10'FROM EMO OF STILE ENDS (ej AT 3'O.C. FRAME AT DOOR AND SIOELITES FRAME WIDM TYP.AT HEAD/StLL Z 3 48 5/16- w /1B'B'MAX. 3' XX DOOR FRAME HEAo/$LL TYP. 15'MAX. F. I APPLIED HEAD/SILL FALSE MUNTINS K p ------ -- MAY 9E USED ; 8 n I 1 HINGE OPTIOGS 1 \ ti ii SEE SHEETS N / E \ n a I J i ii 11 g C] g� \LOCK OPTIONS n H 8 y \9EE WiEET 5-\ it }}1??1/ 11 N 1 Y if�t XfACM ACTIVE D 41 9/8' 30' ' 29 7/9' - F_OPO, OL OPO. D.L.OPO. i MNl9w Tatra 48 3/8' 38 8/8° SMEUTE WIDTH LEAF WIDTH 38 8/8' LEAF WIDTH TYPICAL QevAMON ggg ( oxxoMR DW=SST MDELITES ) °ryss mam SIDELITE OPTION � 4 � 1' 1 W.y+ D b ; e drowklg no. sluat 3 of 18 � r 4, 7/b• RRAIff awoTH WWDOW•WIDTH p V MAX. 15•MAX. 28" D.L.OPO.(FUfED) HEAD/�Ll HEAD CORNERS A 10 1/2• O MAX. S•MAX. Q HEAD HEAD/SILL IC CORNERS A 1 I R7 41 a � I I 20 71W MAX W m 28 e/e• D.L.OPO. S Fj� Z / 14 Z d �O NOTE: 0.4 OPO a SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. 38 s/b• Dp +85 LEAF WIDTH -80 PSF • EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +38 PSF WITH STD. THRESHOLD TYPICAL FLEVATION SIN - Y log ( x ) �* FOR DESIGN I=CAPACITY SEE SHEET S C. �- mm m� n SIN_.F IXAF DOOR WITH SIN_t.ir ELUNG WDW NSRRT <m S.H. WINDOW INSERT OPTION o tta q g C drawing no. W11-03 greet 4 of 16 i DOOR WIm DOOR WIDTH FRAME WIDTH ACTIVE NEVE ACTIVE W <X) XX Y� d ( ) SING18 LRAF(X)DOORS TW1190UT SIDS`LtM DOURER LnF(XX)DOORS TW199IOUT'WDwm SINGLE URAF(X)DOORS VM S.D.tNSIDiT DSSIGN LOAD CAPACITY- PSP DESIGN LOAD CAPACITY- PSF DESIGN WAD CAPACM- PSF _ 9EA88 TYPES I GLASS TYPRS IN TYPE GLASS TYPES 0 DOOR FRAYS WIDTH FRAME!BIGHT A'OR'Al' 'R'OR'81' FRAME WIDTH FRAME HUGHT'A'.'Al','R'OR'Bl FRAl1E WIDTH F1TIMtE tIEItBIT' 'A'.'Al','R'OR'Rl' RTES INCHES EXQ+)DIT.(—)EXT.(+)INT.(—) INCHES INCHES EXT.(+) Hdr.(—) OHM EKES EXT.(+) 441� eo.0 �D 100.a 141.0 80 109 80.0 �.0 42 109 85.0 80D R EXT.(+)LOADS SLKIWN ABOVE ARE WITH HIGH THRESHOLD W.(+)LOADS SH01W1 ABOVE ARE WITH HIGH THRE91OLD OLM TYPE'F'0 LIL WWI FOR STD.THRESHOLD LIMIT EXT.(+)LOADS TO 88.0 PSF FOR STD.THRESHOLD LCAT EXT.(+)LOADS TO 58.0 PSF EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD.THRESHOLD LI M EXr4+)LOADS TO SB.O PSF V a rd z �W_ R z' LOCKS BINGES: OPTION aI OPTION s, STANDAR STEEL THROW BOLT LOCK. KEY OPERATED ON 7-S/8'LONG ALUM BU1T HINGES.AT 12'FROM EACH END jq -0 d�J EXTERIOR AND THUMB TURN ON INTERIOR AND ONE AT MIDSPAN OF LEAF. AT EACH ACTIVE LEAF LACK STILE, 48'FROM BOTTOM CONVENTIONAL LOCOPTION if KSEr WITH KNOB. KEY OPERATED ON B EXTERIOR AND THUMB TURN ON INTERIOR A3-1ND ON LANG ALIEN PHOT HINGES, AT f2"FROM EACH END AT EACH ACTIVE LEAF LOCK STILE, 39-1/2'FROM BOTTOM FAS ONE ��� IT LEAF, FASTENED TO FRAME WITLEAF 2 1/4-20 X 1-1/2' MS MANUALLY OPERATED CONCEALED FLUSH BOLTS FASTENED TO PANEL WITH �2�5/18-18 X 1-1/2'MS AT TOP&BOTTOM OF EACH LEAF LOCK STILE NOTE: (4)AT lIOUITLE{Xlt) DOORS. (2)AT SINGLE(%) DOORS GLASS CAPACITIES ON THIS SHEET ARE o SEAUDUS: a6 OPTION BASED ON ASTM E1300-04 (3 SEC. GUSTS) �s MULTI—POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED FRAME CORNERS AND GLAZING SEC TO PANEL SEALED AND FLORIDA BUILDING COMMISSION <m AT 40-1/2'FROM BOTTOM OF ACTIVE LEAF LOCK STILE WITH WHITE COLORED SEALANT. DECLARATORY STATEMENT DCA05—DEC-219 FASTENED WITH (2) #12-28 X 2-1/4'OH MS SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. METALLIC STRIKE PLATE AT 40'FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WTiH +',.. (3) gio X 1/2'FH SMS FLA cnN. MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP &BOTTOM OF INACTIVE LEAF LOCK STILE k OPERATORS A7 10-1/2"& 75-1/2'FROM BOTTOM FATTENED WITH(2) p8-32 X 1/2" FH MS drawing no. TTOP&BOTTOM OF ACTIVE AND° 0)LLW11-03 TO BE ENGAGED ouM RWMM1101 dpJ-8 2lig Sheet y oft a a a r a t a a � a STATIONARY PANEL(0)OR DOORS WITH SIDRI,= a SI R IN. DRSIGN LOAD CAPACITY — PSF NOTE: ��u PANEL/OWCr SEI CLASS TYM GLASS CAPACITIES ON THIS SHEET ARE FRAME 1HDONT DOOR MTH SIOEUYE WOM W.'At','B'OR'DI' BASED ON ASTM E1300-04 (3 SEC. GUSTS) C # 61 INCHES INCHES INCHES EXT.(+) ANT,(_) AND FLORIDA BUILDING COMMISSION to at 7/6(X) 48 STATEMENT DCA05—DEC-219 so(� as 80.0 SS.Y }y 85 4 s/78 X) 48 60.0 69.7 91 41 0/8(X) 48 00.0 69.7 v 97 at 7/8(x) M � so(XX) az 80.0 79.e 103 4t00(XX) 42 42 S.0 7916 STATIONARY(0) W 3� 109 4 ) a1 7/8 80.060.0 MOOR W. SIDEUTE w Stoma YI am W. ELITE w. EXT.(+)LOADS SHOWN ABOVE ARE W"HIGH THRESHOLD Rio FOR SIU.THRESHOLD ID6T EXT.(+)LOADS TO 58.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. y LOWER VALUES FROM DOOR OR SIDELITE CHART \ \ s 3 WILL APPLY TO ENTIRE SYSTEM. OX; (ONO) N .. _ SIDELITE W. DOOR W. —SWEUIE W,i ! DOOR W. a�i riZ a -W k DIRECT SET SIDELITE WIDTH DOOR WON / \ (1)OR(N%) 1-1/a• A (00) (OxxO) " F PANEL SIDELITE WwTHDOO WIDTHso( ) m pinMe FW u LEAF •.•FiAalNE 'IIS9t. g 1-1/4• K4CNIVB ACTNE drawiTNg rro, PANEL SME=WwTH DOOR WfDTrI •,•�'.. T�'11-03 � shoat 6 of 16 3/18'HEAT SIREN3/18"HEAT""'0 GLASS 11/4' CLASS 1/4'AIR SPADE ■r 1 3/16'HEAT STREN'D CLASS 1/4'AIR SPACE 3/18'HEAT STREN'D GLASS10 Z 080 INTERLAYER 3/18•HEAT STREN'D GLASS 3/18'HEAT ST 'D GLASS 090 WTERLAYER Q 4AFI.EX PV8 BY'SCi.UT1A' 000 INTERLAYER 080 ORERIAYER SENTRYOAS U W 1/8'FEAT SREN'D GLASS Q 3/18°MEAT'SREN'D CLASS SAFIEX PVB BY'SOLUTIk' SENIRYGLAS S''DUPONr' 3/16'HEAT STREWD GLASS Z`�1ft .060 INTERLAYER CE RGS770t 3/18'HEAT SfRENb CLASS 3/18°HEAT SIRENb gA55 GE 01 SENTFrygg3 BY'pUppNT' GE 1200 GE��1 SI 1 CE 1200 1/8'MEAT STREN'D GLASS t i200 BE GE 1200p n F �01 4 m m � ro n +I 0- ALUNNUM SPACER �aa6 a: ALUMINUM a: Ola$ SPACERg asms ATB SMS FROM ENT)SR #88 4-1/2'FROM ENCS AA /'d"o.C. AND 10-1/2'C.C.EPOM GGI 1 XS TTWOX 4°LOW tEPOM SETTING BLOCK ' /8'%3/4'X 4'LONG 2 PER LM AT a'FROM ENDS 2 PER Lill,AT 8'FROM DIGS m GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE 'Bl' GIASS TYPE 'F' ' �- (S.M.8%NDOw,LATH wax DOOR APPLICATION OR.Y) M QZING OPTIONS a GLASS TYPES oLass TYPES *OR 'Al'OR'S'(ABOVE) Z IL SILICONE 1 SILK S GE 1200 01 Mwww rMis � / a cG GLAZING DETAILS AT SIDELITE s g« LIE �tTA, 711$8$ � yC drawing no. W11-03 A tuteee z of�s • • I • I TYPICAL ANCHORS • • EDGE osT SEE ELEVAnONS ley WOOD BUCK L+y FOR SPACING EDGE DIST. rfSFF NOTE SHEET 1) BUCK ALTERNATE e� ANGHWt LOCATION •4° EDGE f a� DIST. SEE 1) 3 VVV h It 0 1TYPICAL TYPICAL ANCHOR$ < � 18 SEE ELEVATIONS SEE ELEVATIONS 9 FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS EDGE METsr n 1IRE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM tea yw. ow. AND TRANSFER THEM TO THE BUILDING STRUCTURE. FL4 BOT �1 PENI TRATION IF TYPICAL ANCHORS: SEE El".FOR MOND 1/a" DPI. ULTRACON BY Elco (ru-177 XS1.Fy-188 I(S) 'v INTO 2BY WOOD BUCKS OR WOAD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD m^ TYPICAL ANCHORS THRU 18Y BUCKS INTO CONC. OR MASONRY s o p; hillSEE A 1-1/4" MIN. EMBED INTO CONC. OR MASONRY0 FOR e " 4 I DIRECTLY INTO CONC. OR MASONRY j c, $ m W 1-1/4' MIN. EMBED INTO CONC. OR MASONRY J�<= IX DIA. SELF DRILLING SCREYYS (GRACE 5 GAS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) INTO METAL STRUCTURES I STEEL : 1/8. THK. MIN. (Fy = 36 KSI MIN.) G © ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) $g oR (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 19 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY a 2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4" MIN. st 9 CONCRETE AT HEAD, SILL OR JAMS 1'c a 3000 PSI AIN. Ty 8017 C-90 HOLLOW/FILED BOK AT JAM85 Nm - 200 PSI AIN. 19 PENETRATION 18 18 a � �$ A5NATE iNL' ALTEROPERATING UN NATE I I g m g68' �- • e WE ° e c ' •.d • ° •. a' • • b N d e Eegp7 JA AD A! b a 1 a^Faaa . a o ° • . a a �LL ENos '. '° • TYPICAL aN TYPICAL ANCHORS o TYPICAL ANCHORSEDGE ow. -SEE ELEVATIONSDGE OW. SEE ELEWTION9 EDGE OST. SEE ELEVATIONS FOR SPACING FOR SPACING �• FOR SPACING GH THRESHOLD STAPIOM THRESHOLD LOW THRESHOLD A(PPWO FOR WATER RESISTANCE APPR'0 FOR WATER RESISTANCE NOT APPWD FOR WATER REWIANICE tltOWt1 no.HI LIMIT MAX. OMIT MAX. EXT(+; LOADS TO 80.0 PSFF(DOUBLE WOR)DOORWMR MAX.EXT(t)LOADS TO 39.0 F'SFLOADS To W� —O3 I U IAN } sneer a oT i 6 4 t � • � l 3�JW MAX, O 3/6.YAX. �tY SHIM D ALTERNATE SHAM ANCHOR LOCATION 78Y METAL 3 3 .VODD BUCK @ STRUCTUREORS O ; ACTIVE LEAF TYPICAL ANCHt8 t7 SEE ELEv. FOR SPACWO ..J _ a$gyp t o EXTERIOR i v' B S FOR SPACWG ¢¢• O.L.OPGRMir .IAMB LEAF WIDTH DOOR FRAME WIDTH Locbxc oPnoNs 3/B'MAX• I SHIN, O NIATIPOINT LOCK O M 3 µ� . 20Y 17000 I EEVVgg.. INACTIVE LEAF ACTIVE LEAF OR N FSTE EL NGj• 18 18 Z;oT p� s ALI I -- a 21 21 TYPICAL ANCHORS S � 18 8 ttss LEAF WIDTH EXTERIOR SEE a LEAF MOTH FOR WACIND SLM HW= SEE OPDOMS SHEET 5 PIVOT I NOES (SEE HINGE OPT= S) DOOR FRAME WIDTH _ m • wtlMMeIM� a m Ae�weal /� OPERATING UNITS b 0 r896'f"'9 droainn .1-03APWW• o TYPICAL ANCHORSSEE TKM ALTERNATE EDGE 01ST. FOR SPACIAINOANClIOR LOCATION V (tp, ALTERNATE PANEL SIDELM INSTALLATION DETAIS c a a III PANC"OR..LOCATION M •,1„ z IS O IB a ALT. FRAME JAM � R Q ,i$gryi /10 X I"PH SMS 3/8"MAX. . /'� AT 4"FROM ENDS AO (L SHIM e I H 1 3 � 19'AND O.C.MAX. T G"FROM tS 4 �.J 3 AND 24'O.C.MAX. 3 TYPICAL ANCHORS SEE ELEV. . FOR SPACINGSL tg 3 31 iK tl < Is 2t 2 a N i p g EXTERIOR S .- LEAF WIDTH LEAF WIDTH ffi Z SILICONE ��C WR HAVG£8 CL PANEL SIDELITE WIDTH > V4" DOOR FRAME WIDTH OR OR 4•ybCYullt� I9 49 N dad © ,g 7 ' 1) M ALTERNATE� O 1s <m PANEL SH)ELITE UNITS 2 2n n \ wam AMHMMAV a • 3A'11 WAX 1/ FROM ° ° . o ' • ' °EDGE W5t. TYPICAI.ANCHORS ENDS TYPX;AI.ANCHORS e EDGE DIST. OR SPACING �SP S drawing no. PANEL SIDELITE UNIT {STD. THRESHO PANEL• �IDELITE UNIT (HIGH THRF4Hnt nl APR 1�� 112 W11-03 sheet lo of 16 s rfin i.ANSHM DIRECT GET SIDEUTE INSTALLATION DETAILS EDGE asr. M.SPAM s 7NNFd �a ogc Q Igf Is Ig SHS TYPICAL ANCHORS 3 SEE ELEV, _ Fqt SPA= po b� TLE c J EXTERIOR W0.4 OPO. OTH pG K aS DIRECT SET SMWIE.WID1H SIL��tE PAbT HWOES DDDR FRAME WIDTH I00. g,0 X 1"PH SMS AL 4"FROM ENDS AND ,S"O.C.MAX. Oumk uvum lap 0 waft"" ==14ko - 'DXBZC-T SET SIDEIRE UNITs -EDGE w°T, WPMA6 ANCHORS SEE ELEVATIORS Fit SPACND drutrLtg rro. W11-03 DIRECT SET SIDELITE UNITS sheet t I of 18 i t 4.000--- -OW 7.750 4.000 �U •� __.k .082 ` 1.750 � '� 2.375 1.750 m Z j 2 378 0 Wo 3 o1 FRAH OE .090 3 PANEL GLAZING BEAD M •t.s43 .745 �� © TM-1s5A O SIDEUTE HEAD/SILL - , a 9 2.373 8.250 OW-30769 I ti .850 .082 .125 0.310 .715 090 1.480 ,. GW 37888 07 9 CENTER HINOE 0372 II � 4.000 -� O ® 1.7991 2.125 SiDEUTE GLAZING BEAD (INSUL LAN. GLASS) LA 7.986 .� _ "� r.tas - � PIVOT HwcE 0.246 1 4.000 +3oo-^j d R 0372 ! 7+i Q +700 DOOR BOTTOM RAIL O Oourm Hm A «9� 2.082 .125 -� 19 TM-29236 ' DOOR JAMB/SIDELTTE FRAME O 082 .120 ` p.. BA9499 t9NOE PBtl LOW M Oea .Us ® STO. SIILLLL ADAPTER Am 7S8 .166 MID RAIL CORNER CHANNEL .093 1.780 -L - 825 1.750 3.661 .666 LOW THRESHOLD .0821030 N_ .002 4.000 4.090�k-.003 MNGE CAP 1.B29� 6 RJO.SMS�v ® HIGH 1AOAPTER LO DOOR HINGE STILE !7f .582 TM-32985 II ° 2.000 2.157 .125 INSUL GLASS PANEL ADAPTER -� 44658 ,.013 ° 4.SJ0 TM-794 DOOR TOP/BOTTOM RAIL 0 1 L ,.6969�TAO-32992a'� .080 02.- 4.000.57 FRAME S0.L(STO.) 'H' MUSILL COVER M5797 +S TM-t21A TN-160 .375 2.126 2.628 a ACTNE LEAF LOCK STILE e' Q TM-772 ® BUTT HINGE rave yAwma v O WEATHER-STRIP ADAPTER ,062 0 wNAtheF1eAR <m GW-31826 4.888 ,093 beAe .079 3' - 4.000 1.267 a.oao 1.7so .300 166�oea 936 EiAea. k4 g .715 .690 7394 .129 1.986 ';�'�: a L ,.750 ® ammng no. 4.000 L7 •t,. 0011-03 SIDELtTE GLAZING BEAD (LAM. GLASS ® INACTIVE LEAF LOCK STILE REINFORCING BAR ALT. DOOR JAMB/SIOELITE FRAME ALT, FRAME COVER yy TM-157 TM-5694837 TM-102 114 BA Al 1,�' aF16et 12 O(i6 s • ITXM f PART f QUANTITY DESCRIPTION MATERIALMANF./SUPPTJ8k �� I TN-089 1 FRAME HEAD 8083-T8 - 2 W797 1 FRAME SILL (STD.) 6063-78 2A 8970XB 1 LOW THRESHOLD 6063-T8 - 3 3 BNK" 2 FRAME JAMB 8083-T8 - / 30k BA AS REDD. ALT.DOOR.UJ18/SIDELOE FRAME 6063-T8 i 38 BA A3 REO. ALT.FRAME COYER 8083-78 - 6 4 TM-172 I 1 ACTIVE LEAF LOCK SiB.E 8083-48 4A TM-38048 1 MACTW LEAF LOCK STILE 8063-T8 / 8 YM-32995 I PANEL HINCE STILE T8 i t 8 Td-32884 1 PANEL TOP/80TTp1 RAIL am-T8 '® 7 ow 31828 4 WEATf#RSW ADAPTER 8063-T8 END OF DOOR Sam CW/WTTOM) iii777 B FO 107 3/LEAF BUTT MOE 6063-TS SULLON&ASSOC. d SA - 3/LEAF PIVOT WNOE 8083-T8 LOIN( 9 OW307W AS REOD. SIDELITE HEAD/SILL 8083-T8 - f0 OW 32222 2 DOOR LOCK DOW 0083-TO LOCK STILE 21 11 OW-34608 2/LEAF PRESSURE PLATE—TE ROD ALUMINUM 4-LOW TJ 12 FS 1202 1 2/LEW n1w BOLT ASSEMBLY AL AWm SUIINAN t ASSIX a 13 TM-121A AS REDO. 'H'MUILIOJ 8083-T8 - 18 32001 AS REO'D. FOAM FILLED BULB W'STEPPV1O .187 K.280 T-SLOT FRAME TOP CORNER 18A 32084 As RED*. MULTI KAP FOAM FILLED BULB WVRFMG - - SIDELITE CORNER 1N 32011 AS REO'D. FOAM FILLED BULB W"STIBPM - .187 X.300 T-SLOT 17 FBW 2/LEAF FLU9HBOLT OUR,-LOCK STILE ENBS(TOP/BOTTWi) 8083-TB M a M PLASTICS yS 19 TM-29239 1 PANEL BOTTOM RAL 5083-TB - 8{ •+ 20 AS TEDD. f10 A 1/2'F.N.LSM SMS. STEED. AT FLUSH BOLTS 21 - 2/LEAF 1/2-6 TWADE0 R00.W SPIER A NUT STEEL. TOP/BOTIOM END RAILS rrr���333 22 - OFAO BOLT LOOM HANDLE MNK-SET 23 - 1 MULTI POINT LOCK - ACTIVE LEAF.41-FROM BOTTOM ? 28 - 38 DUST PLUG(OPTIONM.) PLASTIC DOOR JAMB DWTALL SCREW HOLES 1 tdx� 26 - AS REOD. #10 r 1`PJL se6.(ASSY.SCREW) S1FA. DOOR FRAME MEMBERS/NULL CLIPS 1+7 28 80798 AS REDO. am.SILL ADAPTER 0063-T8 - m 29 BA AS REOD. Hm SILT.ADAPTER(USED WITH STD.sw WO-73 - 3 Z$^ 30 TM-I so 1 SILL COVER 6063-TB 31 TM-182 - I=VU RIONFORCEMEM Bo83-T8 38 TM-187 4 SWEUTE OtAZ84G am(LAM.MASS) W63-TB SIDE LITE 01AZM PERIMETER tO4. WA 4 Smarr OLAINIC READ OWL.LOX MASS) 6063-TB SID£LITE mAZMO PERIMETER p()OR LEAF CORNER 37 TM-15M OPTIONAL, PANEL CLAM BEAD 6083-T8 38 7M-184 - UGUL GLASS PANEL ADAPTER 5063-TS DOOR COMPONENTS C -rL . hh� 6 - p,,CCraA181Ap ^b }t, g3 •'F CAPL • dromrlg no. FRA _ME BOTTOM CORNER MID RAIL CORNER SNOLE DOOR W/S.H.WOW. AAR O'2Q1Y. sheet 13 a 1 TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS u �. • e 1 j •- ALTERNATE d'• .s 1 • I�iAtdCHOR'•LOCATION Z $ , e Al 7e $s 18 � Q a it n 8 a —SEE X�iVAi/2'FH SMS FOR SPACING a0 v B17. _ 4. _;� 1 0 1 o o I 1 a t 8me.ppbft�-0 -lie FOR o� OR �$ t8 N.. C1 aam o x 1-1FH SMS e• 18 —� SSI IGLE (X) OPER�k�ING UNITS I/ S H WDW SEE ' a .•''FU1. i.7o58t:' i vI ' drawing �1no. a TYPICAL ANCHORS t, R 1 ^V 3 EDGE 06f. SEE ELEVATIONS Faa 4towm HI—THRESHOLD OPTION sheet�q of� 3/8•NAX ��� E7 BF SPXLEVATroNSFH sHs ACINGF1 3 2W BUCK S VENT WIDTH 3 OR � WOOD D' TYPICAL Moon on 'LL4 At 2. SEE ELEV. 14. iB FOR SPACIND $ At 18 EXTERIORWPM S S-EEELEV.] O.L.OM(FIXED) FOR SPACING S.H.WINO W 890TH t HINGE OPTIONS LEAF WIDTH SHEET S DOOR FRAME WIDTH SEE LOCYC Opnoms SHEET F d� � U 3/9riW 3/11'MAX. N SN161 O toy y 5TH 3 3 .WOOD M., Z d b{ ACTIVE LEAF H TYPICAL ANCHORS 18 O FEE ELEV. FOR Sipa 1 maij� 51. e 8 --- MKT M mum • TYPICAL ANCHORSwBi Asl FEE ELEV. _ 18 EXTERIOR S >. FOR 11IMIND �� oval 0.4 OPG. LEAF WIDTH 'o FRAME WIDTH c<m �'tRT@ •1• g •n SINGLE JX) OPERATING UNITS W/ S H WDWl • '' � drOwinq rro. W11-03 sheet 18 of 16 rP&A[j PART f I NW. DEBCRIPT= MATERIAL MANF./SUPM=/B3WW 1.937 748 1.1 OW-31799 1 FRAME HEAD 8083-Te - 082-�ryp- 2.1 TM-117 2 MAW JAMB 8083-T8 - .i- ' .130 9� ai - 1 FRAME�.L 8083_Tg _ eel 30 �'— j— .62v 5 9 O --'( .YSO 1 —f 4.1 OW-38123 1 FOXED ami.RAL 8083-T8 - F J 5.1 TM-113 1 STD.VENT TOP RAI. 8083-T8 1.875 8.1 TM-112 1 vENT aoTroM RAL 8083-TB _ t.1 FRAME HEAD t7.i FIXED RAIL ROW. q,t 7.1 WT-31802 2 VENT JAMB 8083-Te - �a GLASS STOP ANGLE 8.1 TM-415 2/VENT sm m LOADED LOOK 4F tf FROM ENDS 8063-Ts - sA.1 - 2/VW LATCH LOOK®1N FROM ENDS CAST - ti 9.1 - AS REOD. OLAZs10 STOP ANGLE AUAWA M - W '750 10.1 - 2 VENT STOP(5-1/4'LONGI PLASTIC _ i pl g 11.1 - 2 SFOWL BALANCE - CALDWELL dI� 3`4R�if .� .00.9 12.1 - 4 VENT OMPLASRC - (p 1.000 t.749 2.541 1a1 tW-3045 AS RM. MU NWAVORSTRP VWL .140 14.1 W43201 AS REM nN SEAL.WEATHERSTRP WOG. _ 15.1 W43371 A9 REOD. FIN SEAL WFATHERSTRW WOOL .837 1.SBS � 16.1 - i FRAME/#W ASSEMBLY SCREtTS CRS g10 x 1'P.H.SMS -1 17.1 - - FOOD RAE,RElfVRCWG AWamMUal - a{ I� Q RM MAEE= RAIL 18.1 DOOR STILE REINF. 19.1 - - DOOR STU REl*VRCMNO ALUIONUM - $ S.H. WINDOW COMPONENTS 1.7pso �g c �—' 940 I aso .asz j bi G, lim DO 70 0 SASH SIDE RAS. � � ;z a at STD. VENT TOP RAIL moa w �r VENT TOP CORNER 787 en t47s E43 .FRAME TOP CORNER .f .082 .874 C 1.489 817 e. ift 062, 1t FRAME,IAMB � N' •/ 8.1 SASH LATCH 1050 s 1.352 i dqr. Ai b o .080 .OB'd 2.828 2.2130 2.719 .7 g d� OR I thJ2 drawing Wl 1–D3 Q VENT WTTOM RAIL 3.1 FRAME SILL LFRAME BOTTOM CORNER mT spTTOM MIAMDADE MIA11rII-DARE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADAEWISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wAmniantidade. ov/econom T.M.Windows LLC 601 NW 12*Ave. Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority " Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series 11805"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W08-81,titled"Series 805 Alum.Horizontal Rolling Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 09/19/08,with revision D dated 11/15/13,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,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:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been t no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#12-0321.02 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.14-0107.08 FDADE COUNTY Expiration Date: May 13,2019 Approval Date: February 20,201.4 .:7- Page 1 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08-81,titled"Series 805 Alum Horizontal Rolling Wdw.(L.M.I.)", sheets 1 through 7 of 7,dated 09/19/08,with revision D dated 11/15/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 20194 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTI-5945,dated 07/31/09,signed and sealed by Julio E. Gonzalez,P.E. (Submitted under NOA No. 09 1110.02) 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)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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FT1-5457,dated 01/22/08,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 09-0105.02) f 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5459,dated 01/17/08,signed and sealed by Michael R. Wenzel,P.E. (Submitted under NOA No. 09-0105.02) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 20194 3)Cyclic Wind Pressure Loading per FBC,TAS 203-w94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window(XO),prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-3995,dated 11/13/03,signed and sealed by Edmundo Largaespada,P.E. i (Submitted under NOA No. 04-0120.01) Manuel Pe , .E. _ Product Control er NOA No.14-0107.08 Expiration Date:•May 13,2019 Approval Date: February 20,2011 E-1 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) S. 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 24113.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window(XOX),prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTI-,-3946,dated 11/04/03,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, revised and updated to FBC-2010 on 02/27/12,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under NOA#091110.02) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. y for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) , for their"Saftex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. 3. Notice of Acceptance No. 13-1126.20 issued to Alinex USA,Inc.for their "Uvekol®S Laminated Glass Interlayer",dated 02/20/14,expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010, dated November 18, 2013,issued by Al-Farooq Corporation,signed and sealed•by Javad Ahmad,P.E. 2. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated February 27,2012,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitter)under previous NOA#12-0321.02) Ms(nudl E7�.08 E. _ Product Controler NOA No. Expiration Date: May 13,2019 Approval Date: February 20,2014 ' E-2 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. STATEMENTS 3. Laboratory compliance letter for Test Report No.FTL-5945,issued by Fenestration Testing Laboratory,Inc., dated 07/31/095 signed and sealed by Julio E.Gonzalez,P.E (Submitted under NOA#09 1110.02) 4. Laboratory compliance letter for Test Report No.FTL-5457,issued by Fenestration Testing Laboratory,Inc.,dated 03/13/08,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. FTL-5459,issued by Fenestration Testing Laboratory,Inc.,dated 02/21/08,signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Report No.'s FTL-3946 and FTL-3995,issued - by Fenestration Testing Laboratory,Inc.,dated 11/04- 13/03,both signed and sealed by Edmundo Largaespada,PY. (Subinitted under NOA No 04-0120.01) G. OTHERS 1. Notice of Acceptance No. 12-0321.02, issued to T.M.Window,LLC,for their Series "805"Aluminum Horizontal Rolling Window L.•M.I.,approved on 05/13/14 and expiring on 05/13/14. ' � I r • i Manuel Perex,-F E. Product Control EinjgWer NOA No. 14-0107.08 Expiration Date: May 13,2019 Approval Date: February 20,2014 E-3 , t _ 3/16" ANN. GLASS 3/16" HEAT STREN'DADDL. ANCHOR READ. GLASS g FOR INSTALLATIONS INTO F- .090" Intericyer 090" Interlayer WOOD STRUCTURES OR Saflex Clear And Color Gloss DuPont SentryGlas THRU WOOD BUCKS INTO MASONRY �( By 'Eastman Chemical Co.' By 'E.1. DuPont De Nemours & Co., Inc.' 74" MAX. o WINDOW WIDTH z 3: 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS 9 3/8„ O y. MAX. 6" MAX. SILICONE SILICONE FALSE MUNTINS 6" HEAD HEAD/SILL Fn GE RGS7700 m GE RGS7700 (SURFACE APPLIED) 3„ SILL CORNERS O z DOW CORNING 995 g DOW CORNING 995 MAY BE USED i 1 � � 13 tt 'r � O t3 r tl +� r rt I rti It F� Q V r it ri tt it g �4 t� i tt D Ir , E � C / ri i / o ��� IL x 7/i 6" OVERALL GLASS 7/16" OVERALL GLASS z m y o ____rte_ t t ___fir__ p M 22 '- ---- ---��___ -- 0 0' -t TYPE 'A' TYPE 'B' "' o z o o '1 i t `i--- -1 o Q w e� r _ 1/8" TEMP. GLASS rl� �i ii tl o �� it .iL 3/16„ HEAT STREN'D GLASS 3/16” ANN. GLASS 1/4" AIR $PAC£ _Tr_ +- -- n 1 n rt rt � 120" Interloyer .120" Interloyer 1/8" ANN. GLASS Uvekol S Uvekol S 090" Interlayer v> By 'Cytec Industries, Inc.' By 'Cytec Industries, Inc.' __ — z to Soflex C1eor And Color Gloss _ 3/16" HEAT STREN'D GLASS 3/16" ANN. GLASS BY 'Eastman Chemical Co.' - t R, rh M 1/8" ANN. GLASS 4 / „ „ a V M _j tc SILICONE �+ SILICONE a SILICONE 32 7/ " 33 1/2 a z i-- t Q }t' m GE RGS7700 m GE RGS7700 1= D.L. OPG. D.L. OPG. <a: N g DOW CORNING 995 z v7 DOW CORNING 995 DOW CORNING 995 37 1/2" U _ M 13 ri �r M 13 'r 'r i3A VENT WIDTH p r m Z NIf r { r TYPICAL ELEVATION y z a il i t l I a_ v a a XO OR OX SIZES a ca O -1 O O I-t4 a. MAXIMUM DESIGN LOAD RATING - PSF 'r FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' _ GLASS TYPE '8' GLASS 'TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' 1/2" OVERALL GLASS 1/2" OVERALL GLASS 11/16" OVERALL INSUL. GLASS EXT,(+) INT.(-) EXT.(+) 1NT.( } EXT.(+} INT.(-) EXT.(+) 1NT.(-) EXT.(+) INT.(--) TYPE 'C' TYPE 'D' TYPE 'E' 80.0 90.0 so.o 130.0 90.0 90.0 55.0 55.0 79.0 79.0 Z 13 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, C ran 8 N GLAZING OPTIONS FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO ±80.0 PSF. ° + ' o NOTE: °' _ SERIES 805 GLASS CAPACITIES ON THIS SHEET ARE ALUMINUM HORIZONTAL ROLLING Ii�DIY. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION cat o N DECLARATORY STATEMENT DCA05-DEC-219 •2 a 0 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o a 61 Q CHARTS SHOWN ON SHEETS 1 & 2. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY -- - .> Q @ U o - - --— HURRICANE ZONE (HVHZ). THESF_ WINDOWS ARE RATED FOR LARGE: & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDESHUTTERS ARE NO"( REQUIkED. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER LOADS TO THE STRUCTURE. -- 8 o Engr. J �MMAD I o MIAMI-DADS COUNTY APPR D WINDOWS USING MIAMI--DADE COUNTY ANCPAL PRODUCT REVISED ANCHORS SHALL B£ A5 LISTED SPACED AS SHOWN ON DETAILS ANCHORS -1APPROVED MULLIONS IN BETWEEN. EMBEDMENT TO BASE: MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. fug OE #70592 as complying with the Florida c C.A.N. 538 Building Co �^ LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL g de WILL APPLY TO ENTIRE SYSTEM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE AcceptanceNoWCosle NOT PART OF THIS APPROVAL. Expiration DateA LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO VlOOD ONLY. drbWing noMATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT Noir 2 t 201. Miami ride Pr COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 3t. W08-81 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of 7 } ' 1 i ADDL. ANCHOR READ. 3 FOR INSTALLATIONS INTO WOOD STRUCTURES OR ADDL. ANCHOR R£OD. 00 THRU WOOD BUCKS INTO MASONRY FOR INSTALLATIONS INTO oI 111" MAX. WOOD STRUCTURES OR WINDOW WIDTH THRU WOOD BUCKS INTO MASONRY 111" MAX. iIIri,ifIY Mce_ArXa�Mt.10 /4 _o,I1It1 I111� — I I ----=_•--ry�XII1II4 i1F�t� - � �(�OQar ' �tO(;'�• 3a6" MAX. WINDOW WIDTH 9 FALSE MUNTINS HEAD\SILL FALSE MUTINS 14 7/8" 8" MAX. d AT FIX. LITE MAX. 8MAX. O(SURFACE APPLIED) (SURFACE APPLIED) MAX.HED\SILL MEAD/SILLMAY BE USED AT VENT CORNERS MAY BE USED HEAD CORNERS a ILL If It if IL -tr' uL I' an a 11 _ 0 - ,I 1 a fIo � o nuia ! a Q c� _ - 3 � {7`✓ it �1 I� FF > IF f, �$ It II II II If a It it i It 11 tI It 11 _ tl II II M00 =^tlj JL -- I1 -- — ---- T_ 7F , o do i W-tr t I r - t t t a +s y 32 7/8" 33 1/2- 32 7/8- m 24 5/8" 50" MAX. 24 5/8" m m J w_ D.L. OPG. D.L. OPG. Q.L. OPG. o D.L. OPG. D.L. OPG. D.L. OPG. 1 o 4 X 8 U o �=v r� 37 5/8" 37 5/8- "t 29 1/4- 29 1/4- in I— Q N I VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH Z � co Z0. XOX SIZES TYPICAL ELEVATIONS XOX SIZES <n p _j1`,1AX MUM DESIGN LOAD RATING — PSF MAXIMUM DESIGN LOAD RATING -- PSF � �"t°a- Uj FOR SIZES SHOWN ABOVE OR SMALLER FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'E' GLASS TYPE 'A' GLASS TYPE 'B' INT.(-) EXT.(+) INT.(--) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(--) EXT.(+) INT.(-) W 80.0 90.0 90.0 130.0 90.0 90.0 _ 79.0 79.0 80.0 90.0 90.0 130.0 0 W. z v u LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, LOADS SHOWN ABOVE ARE FOR WINDOW VENTS • o � U N isFOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO ±80.0 PSF. WITH SPRING LOADED ALUM LATCHES, W 41 FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS a x� TO ±80.0 PSF. W 4}i 0. O U ox 2 U W O N O C O N 0 •7 000 .- Ca m v o 00 Engn ,IAVAD AHMAD PROIIIICT REVLSE0 �rn_ •� Q CIVIL Ca complyins with the FtMda I _ FAA. PE # 7059? Building Co 5de g' C.A.N. 38 Acceptance No .0 ( 13 o NOTE: F. piration Dale v a v b E GLASS CAPACITIES ON THIS SHEET ARE q Tey C_ -- 9 Miam. ad Product Cotta drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) ! �— AND FLORIDA BUILDING COMMISSIONi0$—$1 DECLARATORY STATEMENT DCA05—DEC-219 �; tsheet 2 of 7 } TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. 1BY SEE SPAC OR SPACING m WOOD �lCK � FOR SPACING Y w METALI + m chi STRUCTURE �---------y--------I o : 4 4 0 4a '- j > 1 MIAMI-DADS COUNTY APPROVED I z �.: s #10 X 3/8" PH SMS o ! 105 I 1 MULLION & MULLION ANCHORS 1 I a MIN. 1 I ." z a ° a e 4 a = 2 PER CLIP rZn MIN. ri _ !� i I SEE SEPARATE NOA F! 1/8= ' 4 IL ______ __ ___ ___ LI L v ' 1--------- t -- --- X26 ce A 4" LONG TYPICAL ANCHORS C ajj t,.a--, 14 WIND LOAD CUP SEE ELEV. TYPICAL ANCHORS OR SPACING Q 3 + 'I i t : i SEE ELEV. FOR SPACING ql r WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS w MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM �— —� AND TRANSFER THEM TO THE BUILDING STRUCTURE. ao Ln r. In :I SEALANTS: TYPICAL ANCHORS: SEE ELEV. FOR SPACING . I h '� ' `' ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH 1/4" DIA. ULTRACON BY 'EM' (Fu-177 KS1, Fy=155 KSI) c� SILICONE OR ACRYLIC SEALANT. z C) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES IYEEPHOLES• 1-1/2" MIN. PENETRATION INTO WOOD W 1 = 1-1 j4„ .X 1/4» WEEPHOL£S WITH PLASTIC BAFFLE ao 1x J}r_ �,,..._- _ _ O z THRU 1 BY BUCKS INTO CONC. OR MASONRY w L� (r� .. 1-1/4” MIN. EMBED INTO CONC. OR MASONRY N ci E' i c AT 4-7j8 FROM EACH ENI) AND AT MiDSPAN o W r; , ', ', W2' = 1-1/4" X 1/4- WEEPHOLES DIRECTLY INTO CONC. OR MASONRY O N z ,r .+ `� AT 4 --7/8 FROM EACH END AND AT MIDSPAN 1--5/8 MIN. EMBED INTO CONC. OR MASONRY m p.-as 3 �` ,' " " W3 = 2" LONG WEEP NOTCH AT EACH ENDZ W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END 1/4n TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) y z q INTO METAL STRUCTURES eC z c`Ci STEEL : 0.105" MIN. (Fy = 36 KSI MIN.) o o J I ' I' `l ALUMINUM : 1/8" THK. MIN. (8063-T5 MIN.) f c`''i► I"c0 CL (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) +' ,+° a `' #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) - t + 12" LONG ADAPTER INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") SIL (NO SHIM SPACE) z 8 o + t+ I + I 27 TYPICAL EDGE DISTANCE ° o w t3 INTO CONCRETE AND MASONRY = 2-1/2" MIN. e 3 INTO WOOD STRUCTURE = 1" MIN. o INTO METAL STRUCTURE = 3/4" MIN. 0 z W,3 26 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. W4 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 'vi 8 o N M apf8� oa� ^i N O O 0 in � (n . F-71 I a ' " '" � D PRODUCT REVISED o a pa a Er+gr: JAVAD AEjo m a e CML s3 complying with the Florida FIA PE 1 70592 Building Code ` = o v n CAN. 3538 Acceptance NO atinAte.Q Liroj& o p Li N, zi SEE ELEV.TYPICAL ANCHORS >' . FOR SPACING v P o I BY _7 Miami ade Product Co tr � W2 drawing no. WI TYPICAL ANCHORS i ,AtnQ Q q 3 PER CLIP r; l_._•._�. U 1 ' sheet 3 0f 7 3 1/4' SHIM C 12@) MAX. VENT WIDTH 00 1 25 1/4- MAX. ap 0 METAL 1 18 24SHIMS TYPICAL ANCHORS r SEE ELEV. tm� j STRUCTURE 15 8 `w FOR SPACING o -91 � vi V28O 0 IL - S17 CREENS OPT. ---- 1.9Y Q 0.q WgOD BUCKS C 40 0 19 o 16 32 � TYPICAL ANCHORS 9 16Z SEE Q.L.O. FOR SPACING 4 EXTERIOR 5 o ri Q w WINDOW WIDTH XO LAYOUT ZE 00 OX OPPOSITE tn � I 1/4" MAX. z o to 1/4- SHIM VENT WIDTH @) VENT WIDTH SHIMS rn 1 BY WOOD BUCKS I o > 'L VIIUCK � � N Q WOOD -_ ONS z 1 . ao r. _ 00 Z'� 101, ° TYPICAL ANCHORS —SCREENS OPT. ---- - --_ -_ - - - - - - ------ SCREENS OPT.--- SEE ELEV. D° FOR SPACING D.L.O. o N N TYPICAL ANCHORS o " d SEE ELEV. c0i EXTERIOR FOR SPACING 41 o m WINDOW WIDTH XOX LAYOUT iv0 0 TYPICAL ANCHORS 0 'r z z MIA}dl-QADE COUNTY SEE ELEV. FOR SPACING APPR,D MULLION vl o o N h SEE SEPARATE MOA 0 VENTS `4iFITH+ y " ` LFRING LOADED LATCHES II I Engr. JAVA4 A pEZODLfCT itFV1Sl)D !1 I I CML as complyina Nvith tho Fladda f1A PE 11` 1Q592 11 f 1 auilding Coda o i t 11 c a rl. 3538 . Acceptance No�r• �s ® .n — — — — — — — — II it _....• Lxpiration Dgte � I -------SCREENS OPT. b�[Ii99 'a'.! �1 BY i r° Miamdo Product tttt drawing no. _ EXTERIOR .1 ` W08-81 WINDOW WIDTH a 4 WINDOW WIDTH {! sheet 4 of 7D 3 1/4" SHIMOC t U J MAX. VENT WIDTH `- 00 I 00 18 1/4" MAX. aMEW ap 1 SHIMS TYPICAL ANCHORS t� / 5TRUCTU E 24 15 t3 SEE ELEV. C FOR SPACING - --__ _-= 0 18 a. a - --_ __- , Ln �. o � 17 7 _ _ . ------SCREENS OPT. ------- = - - - - - 1.13Y 440 - - - - - - -- - W990D BUCKS O ca TYPICAL ANCHORS 9A 16 U. tj SEE ELEV. 4 D.L.O. 5 FOR SPACING EXTERIOR Q q cj "s OL WINDOW WIDTH XO LAYOUT n OX OPPOSITE � I 1/4-C MAX. 0 d � 1/4" SHIM VENT WIDTH VENT WIDTH SHIMS S MAX. i BY J .i � � WOOD BUCK W000 BUCKS � O WOO STRUCTURR I _ --.-'.. �- _...._._ q v 0 Q Z P C O 00 �ZQ q 4-. -----SCREENS OPT. ---- SCREENS OPT.--- o TYPICAL ANCHORS SEE ELEV. FOR SPACING • WIuL', O.L.O' o o vii Qi TYPICAL ANCHORS SEE ELEV.J2 !0 (n EXTERIOR ° °' o m $ ir- FOR SPACING w w WINDOW WIDTH v w 3 IL 3 XOX LAYOUT u 6 w o TYPICAL ANCHORS 0 a z z SEE ELEV. FOR SPACING MIAMI-RADE COUNTY APPR,D MULLION m :' SEE SEPARATE NOA -, VENTS WITH am � r� it I SWEEP LATCHES — Engr JAW AHiAAp PRODUCT'REVISED 1 I It I CIVIL Complying with the Florida � I I I f FLA PE / 70582 uenlding Cade - 11 Mceptance No Q a ___ 1 I I I ls�t#�iratictn Bate - - - - - - - - II II --- -6 I v v ---" SCREENS OPT. ({ .,,! Tay Xfiami adeProduct Costco! r drawing no. - EXTERIOR '_ � �'? �'� W08-81 WINDOW WIDTH a b WINDOW WIDTH a �' sheat $ of h-3.069 1.375 1.000 ITEM PART # QUANTITY DESCRIPTION MATERIA MANF./SUPPLIER/RPAIARKS 1 TM--130 1 FRAME HEAD 6063-T6 00 062 .062 �__. ____r_._ -_.. _-----..... �- 750 :to 1:1 2 TM-13313 i FRAME SILL BASE 6063-T6 a ' .688 3 TM-134 1 FRAME SILL TOP 8063-T6 - j 1.875 1.250 I 4 TNI-132 AS REQD. FRAME JAMB - VENT -� 6063-76^ �-- - -�~ -� 2.437 1.425 125 J - - - ..-- -- "°' ► Q 5 TM-131A AS READ. FRAME JAMB - FIXED 6063--T6 - T_._ t° g I 6 DA-138 2/ VENT TCP AND BOTTOM RAIL 6063-T6 - a 1.500-I 1.000 i4 WIND LOAD CUP 7 TM-139 1/ VENT JAMB STILE 6063-T6 O a V 6 TOP & BOTTOM RAIL i.DoO a TM-140 1/ VENT MEETING STILE 6063-T6 - aj 1,030 �- 9 TM-137 1f VENT FIXED STILE (SPRING LOADED LATCH) 6083-T6 - 9A TM-137A t/ VENT~ FIXED STILE (SWEEP LATCH) 6063-T6 - OFRAME HEAD 1.750 � 1.000 10 TM-136 1 SILL TRACK INSERT 6063-T6 - �o .054 _ 11 TM-1135 _ 1 SILL CUP ADAPTER. 12- LONG 6063--T6 AT MIG. STILE LOCATION 0 Q 12 TM-118 _ i/ VENT SPRING LOADED VENT LATCH, 3-1/8" LONG 6083-T6 AT MID SPAN 0 0 1.480 .125 12q --_^ ~ I/ VENT METALLIC SWEEP LATCH - AT MID SPAN .0 077 2.201 128 #8 X 3/4" 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS 4 1.375 15 MTG. STILE REINF. 13 TM-141A AS REQD. GLAZING BEAD (LAMINATED GLASS) 6063-T6 - Y6 Z !I 313 J 553 .065 1.000 13A TM-181 -Y AS R£Q0. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - d z E I ff 500 - 14 TM-154 AS REQD. WIND LOAD CUP, 4" LONG 6063-T6 - -M--1.420�-�f� 2.312 15 Tye 1/ STILE MEETING STILE REINFORCING 6063-T6 - 16- - 2/ STILE FIXED STILE REINFORCING 6063-T6 -- 107j- J 1.000 17 W3i225 AS REQO. FIN SEAL W'STRIPPING (.270° X .220" HIGH) WOOL - t0 SILL TRACK 7 JAMB STILE .125 --- M-^^ - W - I 118 W43371 AS READ. FIN SEAL STRIPPING (.187" X .370" HIGH) WOOL - o i9- W43201 AS READ. FIN SEAL W'STRIPPING (.187- X .200" HIGH) WOOL .. 1 A71 - - tS 2'312 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/$" X 1/2- X 1-•7/16" LONG 71-1 O a 16 FIX. STILE REINF. 21 - 2/ VENT VENT ROLLER HOUSING & GUIDE PLASTIC AT EACH END •062 .055 22 - VENT ROLLER/WHEEL BRASS 1.255 --- TMP 1.296-123 #12 X 1- 2/ CORNER FRAME ASSEMBLY SCREWS - P.H. PHILLIPS SMS �z „I LL. 2.373 24 /10 X 1- 2/ CORNER VENT ASSEMBLY SCREWS _ - P.H. PHILLIPS SMS a `t 2 M S I 929 1.3751.000 11 1.546 .849 25 - 1/ LATCH VENT LATCH SPRING _-- __.-- ST. STEEL - _ Q 1.235 26 W31175 AS READ. FIN SEAL W'STRIPPING (.187- X .175- HIGH) WOOL - - Q 1 t SILL CLIP ADAPTER 27 TM-151 1 SILL RISER 6063-T6 - _Z 0 i.750 .062 z¢ `r 1.40s :9 wO � 0 MEETING STILE t2 VENT' LATCH (DD v, 2.312 2.312 .055 .055 .435-��j 183 I 83- - 1.718 - - 40 U 3.270 .602 .040 562 .540 p40 .500 _ 2.708 1.437 t 040 1.237 1.375 1.00 1.237 - - o � ,0 N_ cHi` iF � .062 .923 L 923 I rc TYP. 1.750 1.750 y m v ca 13 GLAZING BEAD 13A GLAZING BEAD 00 z z z 1ME 9� FIXED STILE (SPRING LATCH) 9A FIXED STILE (SWEEP LATCH) (LAM. GLASS) (INSUL. LAM. GLASS) FRAME SILL TOP 64 o v 1.764 .937 a o o N 3.069 N P Q Q .062 .062 a m 1-1-1 TYP. TYP. .062 1.799 2.628 1.919 Engr.J VAO 4HmAD PRODUCT REVISED •092 3.042 3.283 3.168 3.042 CIVIL as complying With the Florida 062 FLA. PE If 70592 Milding Code TYP. Acceplance No 0 C A.N. 5538 1.858 $$ Pxpiratiou Date _ AS REQD.P' LEG7 163 �v. By 540 Miami ade Product Control drawing no. l� --3.069 �! .875 .875 I I W08-8 FRAME SILL BASE FRAME JAMB - VENT ( FRAME JAMB - FIXED 27 SILL RISER sheet 6 of 7 (2) X12 x 1 1/4" PH. SMS.ASSEMBLY SCREWS {2) 10 X 1" PH. SMS. {2) i0 X 1" PH. SMS. raAmuF- �� ASSEMBLY SCREWS ASSEMBLY SCREWS 0 f i e{ p a4� p rr 1 I� .0 ..to a -j FRAME TOP CORNER n CD a) FIXED MTG. RAIL TOP CORNER 3 v' (4) X12 x 1 1/4" PH. SMS. VENT TOP CORNER ASSEMBLY SCREWS Li- CI �s oN� � z in 00 z� in LOn : �.. ujWW •` p N T N_ iy C7 Wa U i (2) #10 x 1" PH. SMS. d w Q a a ASSEMBLY SCREWS e z z z Q 0 FIXED MTG. RAIL BOTTOM CORtIg$ I o —£n9r:JAY.4D AHhtAO PRODUCT REVISED W o CML as complying with the Florida i FLA. PE ># 70592 iiiilding Code $' FRAME BOTO CORNER (2) #10 x 1" PH. SMS. U-H• 3538 ticceptauce 1�3a - iC} n ASSEMBLY SCREWS qq . EXpiratlon Datey • ANT ROTTQM CORNER .a X, IIy �_...-- Miar;tt adePmduct o!� drawing n0. W08_—s 1 ' sheet 7 0f 7 0