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18-19938
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18-19938
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Last modified
5/23/2019 10:17:51 AM
Creation date
5/23/2019 10:17:50 AM
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Building Department
Company Name
TYSON
Building Department - Doc Type
Permit
Permit #
18-19938
Building Department - Name
DOUGLAS,HUBERT C & JOELLEN
Address
6209 9TH ST
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52"MAX FRAME WIDTH . ......... 7tii <br /> Sri <br /> MINN �45"MAXO.IO.WfD1F{� <br /> ll*�TCO- <br /> WINDOWS&DOORS <br /> 250 Staunton Turnpike,Par(ersburg,WV 26104 +P•ttt, z c os <br /> r110% r $ _ <br /> 7700 / 9900 Series N% z x <br /> I;=g m <br /> t °� 9ooa <br /> Vinyl Double Hung i \, " �R <br /> r Window <br /> r r <br /> NON-IMPAcr , <br /> GENERAL NOTES ^-d fl <br /> I. This product has been evaluated and is In compliance with the 6th <br /> Edif'ton(2017)Florfdo BuIcrog Code(FBC)structural requirementsL <br /> excluding the"nigh Velocity Hurricane Zane"(I-IM). i <br /> 2. Product anchors shall be as fisted and spaced as shown on detags. U. <br /> Anchor embedment to base material shall be beyond wall dressing MAX-: ,: •; MAJL cErIGN F tEikitE <br /> orstucco. cross Psrl.:: MAX MNL• RS0'. m FRAME., 'IME; DJ:O.•'r .GLIJS:, .DESIGN rltfS_SuaE 4 <br /> c !.DIMENSION,', ',.r DIMENSraNr"' - '►OSRW ',NEGARVE,. �;'DAfENS10I91; '::`.D1MEN6ioN'• TM <br /> '.,'=foSRh,'E; .'NEtlATtVF' n a <br /> x & When used to areas requiring wind bonne debris protection this 320'X sd.0• 25.W X r G1,G2 +S5.0 -55.0 36.6 x 64.0" 25 r X27.7V G1,G2 +40.0 -40.0 N U N product is requDed to be protected w th an impact resistant covering <br /> that complies with FBC Sections 1609.1.2&R3012-1Z 520`x4DZ 4SA"x15a5 G1,G2 +45.0 4S.0 3wx7or 25.0'X3US' G1,02 •+Qo.o 40.0 �`i�W z p . <br /> a11r <br /> 4. For?zslerdframing construction,anctlorfngofiheseurlifs shall bethe ;�ax4xtr x.IIas 6 G1,G2 +45.4 M <br /> -45.0 52arxsoa' 4s.D*X2Ur G1:G2 +350 •35.4 <br /> some as that sham for 2x buck masonry consfruction. 44.0'X46.4' 37OX103S' 01,G2 +45.0 -45A 460x54p' 41Zx227r G1,G2 +35.0 -35.0 0 �Ln <br /> C N N S. Site candifioru that deviate from the details of this drawing regiiae aaGx 521r xrD'x zras G1,G2 M5 4 -430 44.0'x 60.0" 37ZX25.7r GT G2 +35.0 45.0 ? z <br /> further engineering analysis by a licensed engineer or registered <br /> architect. 360"%56A'- 290'%2375" GI,G2 +45.0 -45.0 4aCx66.0" 33.VX2&7r Gi,G2 +35.0 •35.0 0kk1 <br /> 32rX64V 25D'X27.75' G1,G2 +45A -45,0 36D X720' 290°x317r 61,132 +35,0 -3SA <br /> TABLEOFCONWO w m <br /> SHEETS DESCRIMON <br /> SZrX44.0' 4srX17,7S GI, +40.0 -40.0 520'x60.0' 4S.U"X25.75' G1,G2 +30.0 -30.0 a"'^'z <br /> 1 Typical fevationdmi npressuiesand geneixiinotes 4arX48A' 41.TX19.7r G1,G2 +40.0 .40.0 42D'X64dr 41A'X27.Tr G1.G2 +30.0 -300 °KM 6 23/14 <br /> 2 Honuontolcrosssectfons N.T.S. a 3 VerticolcxossseeNons 44.0"XSW 37A'X21.7S' G1,G2 +4q,q .4q;0 44A'%70,C 37A X30J5• GI, +30.0. -30.0 om Dr, JK <br /> 4 Buck and rame onchorm9 <br /> S Big ofmatolais,components&OmIngdeto@s 4O rXSW 3WX24.75' G1,G2 +40.0 40.0 4MXX72T 33A"X31.tr G1:G2 +3q-0 .30.0 *Kaf: LFS 3 <br /> DFAVN#i ND« 6 <br /> 52D'X72A 4SArX31M G1,G2 +25.0 -25.0 FL-15819.8 4 <br /> 0 <br /> sty 1. -� <br />
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