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1981 Mipaula 2014 Deck MIPA� COURT kcA Of REVISIONS BY 15v N 03'48'07° W 6'62' t'CI' (p i>tl (PLAT)(CHORD) 8_, a.. .N 84.97' (NIEA�URED) - N 03'1344 6.65' N07�0858" W (MEASURED)(CHORD) N �'�`"'`M""' H . ` t Wind Load Notes: Rroject Data i L Pr Codes: Florida Building Code 2010 and ASCE-7-,10 Square roota" FORM1 R uN :KE(EEPAD -- — — — r• \� I31 Basic Wind Speed: 150 mph (Wind Borne Debris Zone) Exts-r. t-tousG 25q t 'SF !. :4 • - 'tom L �+ • ° • .a ` I ----IU.E. Acvl'fitbrl Wind Importance Factor: ; = 1.0 Building Category: II Lit Am I tl SF V , SF i I Wetlands Oncluding and °� Q -� Wind Exposure: C Bodies of Water) \ • —� ' Ptt!0160t ioopel Enclosure: Enclosed Building 4 Q LE Single Family DwaiNnk Eiv G o�/E E'D tzG I4- a co t� Internal Pressure Coefficient GCpi = +.18 or -.18 g�jeot MM oq s F NM - A ( ,4 S hoo is PAU 04 Wind Prossure to Windows / DoorsDrivem "CoTd,LV Hoge 20140 �F s _I o o, B.I Lot CoArep I, LOT 15 End Zone =9' ' P(zo Poe LD ' F d Heightht & N nsea.r of Storis, LOT Is G'F�rpfr� Zone Effective wind area(sO Wind loads(psfl Mean W.w i Number of Sasses ° ""` S TGR ra- 3t - Positive Suction Oooupanoy 01asN Q I LiI<IVh GL Yr<4I'.+[ �k. b' 3 Pe Tic :)_) I i^ Interior 10 +37.6 -40.8 Residentlal Group M. �S- � : F o v / t�:: o ; 20 +36.0 -39.2 4lpplWabie Oodeas = r�,y m 0 . 1 ,•I I a) iU • ,W m cv 50 +33.8 -37.0 Florida Buikitng Code 2010 z ~ 1 100 +31.9 -35.1 Nabonal Electrical Code 2010 ^N End Zone 10 +37.6 -50.4 National Fire Prevention Cade 2010 . H $" V ' 00 --- � - z 5120 +36.0 -46.9 rAM / . �� -- - -- - � Of � 50 +33.8 -42.4 Type:yi t-W 100 +31.9 -39.2 Un°Proteded (A J LOT 13 I 1MMId zG00 InIlorinathmil > : C> Refer to the Structural Drawings paq 2 W C ... ............. ... ':LINE Gf .............. ........ .... .. ....... .,.... .. ............. ....... ...._. � �!1 H npc•Hq,uaniE � �' ... ... ... � Info `wErrr e -r01: Of 8AN/ c+ Conalls(normal welgM-28 days) 3000 psi E— v (VN� HA,N .x �I I FtReinforcirW bar ASTM A815.Gr60 -! '- :: _.......... . .l .. Welded Wire Fabric ASTM A185 I _... .... Hollow Load Bearing CMU ASTM C90,Gr N4 S 02'16'43" E !93.37' (CALCULATED) � '��� ( � �� 0�'39' 5" I. 93.00' (rLs,r} Anchor Bolts ASTMA307orA36 i e� VYelds AWS E70 or E60 !` 41F 71 Wood Members for Beams and Posts #2 SYP n Wood Members W*Studs #2 SPF or better . Microlam Index Of Ch4avoinges � tEf 2Ci r �t2AMrr� PLAI�i _Zi x.;�x w moo" p cotJ�• �- `' t- 1L r WC` )J� S O.W. (-- --- - -4 CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS Span Tables for No.2 SYP Rafters 11J t — No Ceiling Load-20 pat LL,10psf DL SIZE 12'ox_ 16"o.c. 24"ox: ---27-1w_— It t 1'[1 Span Tables for No.2 SYP Rafters-No Ceiling Joist• � ��^ � _ -- . with Drywall Ceiling-20 psf LL,15 psf DL i SIZE 12"o.c. 16"o.c. 24'o.c.26W d ? j i _ San Tables for No.2 SYP Ceiling Joist I Q NOW tK l�Gl r - 20 psf LL,10 psf DL 1 t ► SIZE 12°o.c. '16"o.c: 24 o.c: 1 j Z — x — --7 19 DRAWN WN ' " Span Tables for No.2 SYP Floor Joist i c ek1�a Frti 40 psf LL,10 psf DLCHO C K E D ..V. SIZE 12"o.c. 16"o.c. 14°o.c. DATE � got 'r _7W '-- 5 SCALE t . j Roof Framing Notes: .. � JOB 1. Clip rafters to each bearing point with SST-H2.5A clips up to 10'span. -- For greaterthan 10'span Use Simpson LTS12. 2. All ridges and valleys shall be one(1)nominal size larger than adjoining ra x ( s~s$T 3. Nall rafters to ceiling joists with 4-.131"x 3114"nails.' — " 4. Nail rafters to plates with 3.16d common nails. L — - S. All rafters and ceiling joist shall be No.2 or Bt.SYP: I: L y _..._. _ OF17 �. •HQETf� 5 REVISIONS BY r _ 17 . - FIC7�P�ty �F-11F1-E` PT Zx to L�vl,Ef', .,., ---- • i -ib #'�c I�rt"It,IG ixL.ty FFG. D.ti.t!;- i*L 410.(,•EtzB �W. E�W/ CZ) VZ11,Cirj, ly: 1D'OG FIEsW Y�/ l 't' 8 RSG yt•IE�t�tic • -� / � y SER Zp'(N� W�Ir(�i�. r-W �x4 PTRAW49. PG�Ir JO L, A-z-V') �' gi(�M� � � OG 2,:o x t'o v, t ly('Ih1Cy D.�. Np t%TG,• No Nu W.-r1r p-�at+T1E►�. - i .Cr cortG. trI'� W1c_ �„ Zx� t Piz. ¢.a�r u S 1-x r- i IJEwL2�Zx to � 24 0•c ����� n 0-1*lour• aQ� (U't-1 (,2JZ�IDGrYp _ cohls'i'RtJGCI �2 ,VL�v LO&A l=t3AMl�G, g110 � � IP P G t ` //Lz7 I/ x ALT* t7R ualEt 'r' 2 ?�rAot; .L x:tC ,•2 �. � w z TN W� It , �,�,•Col..Tv fit. _ ! 1�I Ik�G► RThxh R-vr' t%ur�2 e f � E�.I"1 Yti WZ� P to Nt=rt• �,,,�o xtP�fP t�lo.2_ t X ��e r« vm0 , axto New 2,410cv� ,W , Wni` R�MAIe 010 _ f W/K_,,9 FL. W/ OG O•H• ri O, a gVJ • e i ��VJ clupy 0 -2 _ ff I� a >Ic WTV Wo ,41 .Afte . _- �l�'�1'� ,k O F 4 i t<itEW �yI�LT �tt�trUB i h r ax 10 (;&1 —. ,I ov-t<st11 r r t�sr nJG ;� r4w t ►•t L KT• �� N eta<pE v--� DRAWN )(4 CHOCKED r. 'T Oevr DATM t t V;-, SCALE 'm Aws p sE NO. w!CLQ ro e W• f _ - - .. ._ Y r jr:<w �,t7t-1'CIDt�I / SHEET tl t u i i t t 4 1 I' T S.L. AST tf L�/A7'iD 14 a 1/4 t © * IST IAS- SouTH fft r-YAT aI� OF •HEET>R