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SELVA LAKES CIR 518 (2) 4 . SFf j a _ 1 - STUDTABLE . j ry. . ' Stud Spacing'for Exterior Load-Bearing Waiia ` BLOGKIN6 REOVIRED. 2X4 t3LO<_KING . BET),-CEN OVTRIFECERS CeilingTNo. 2 SPF . No. 2 YP No. 1 SYP SHEATURJG JOINT NURFtICM1E cirf Height A* FROM 5ABLlG 2x4 OUTRIGGER H•2's OF2 EallA1. � - -�? X 62x4.. � X E' --2 X 4 2 X 6 r 1 END �. • 4D• D.G. - - - -- - - - - - 911. 16"o.c. 24o.c. 16"o.c. 24"o.c:� 16"o.c. 24"o.c. J IAA STRUCTURAL U-HANGER - --- - --- - -- - __- ' x4 iaG BAE - � '- ROOF b14EATFIRJG 1 \� RAFTER CONT. -10 tt. ~12"o.c._ 24'o.c. _ 12"o.c. 24"O.C. 1 16'O.C. 24"o.c.- rbHRJGLE STRIP --- - - - - -- - .11 ft. ~ lNIA 16 oz. _N/A 18 o.c: NIA _ _24"o.c. t 12 ft NIA "Q•c� NIA �16"o.c. NIA- -24"`o_c.:- r, FASCIA 1 _13 ft. TNIA 12" o:c. NIA 16"o.c. NIA _ 16"o.c. Jx4 X-a E - - -- - _ _ _ . Wo. , OC `STOP CI,oRD of 140. -~ 1 N/A 12"o c. ~NIA- --12"o.c.. N/A^ 1 G"O.C. GABLE END TRUSS °ROP 3 .1/2, Not©: This table, applies to structures with mean roof.height's<25' andCONT. 7x4 i ?x4 SCAB ( FROM 1 TOP t0� constructed in a wind zone of 100 mph or less. r COW. t� O I BOTTOM CHOf� "Twd Rows ad cel Q ~o.c. 1 " j Borrorl . X-BRACAJG S1CUCtlICa� Notes Roof s1f""4 CFJCRD • (PF20YIDE FROM GA ADDIT",IAL 2x4'e AT VERTICAL IF -'TOP CHH r 3) IJd [�AILS 1 NIGHER THAN 48 .1 All laps ill top plate shall be a minimum of 4' and nailed with 12 - 16d common nails. TT I*V-AL AT- , TO FORM AN .L. X-BRA CWS - SHAPE) I 2x4 scAe 2. 1111 sheaRvalls shall be nailed at 33"or o.c. as noted on all edges and 12" ox intermediate T � TRVSS _ T•-PERT. ILEe IS i o� .NA14 7w:>` To with Rd commons I_UQ_N j. Block all unsupported edges with 2x4 tlatwise blocking.. ` TRvss NOT PRE Qeub`iE Pc.-TN W/�4al"cart Shearwalls shall be 15/32" CDX or 7/16" OSB. DLOCX140 OF TRVSS CI UNG OMPNRAOL TOR, NAI t.TO TOP PL,TR v/I(i d C eM ;4'• - - -- _BOTTOM CI�ORD of 3. , All gable ends shall be balloon fianred or framed and braced per attached detail.- Q)Z CABLE END TRUSS 6 P to 'O.G. one GCt4T. 2K4re' 92 SYP - LATERAL BRACE `'"(?) 2x4-TOP PLATE +1. S101) header studs to double plate.wi11J TPP6/4 at each end of header and nail with eight(8) a It 48* Or- IOd conn ion nails'(U O.N.) TYPICAL 1S,vTrAio� >4 - Jx4 STUDS •' SNEARWALI. UNBRACED LENGTH OF X-BRAC!NG MAY 2x4 r�LaucrrrG • - >b' arc: 5 co�►tiEc�-lo.N t hoof�_�_.' / I Ieader.studs and header cripples should tie nailed together at G" ox, w/l6d staggered. Clip NOT EXCEED 10 FEET. IF LENGTH DOES 46. Oe. BETIIJEENJ unit t0 sf�oe date with one' I i PPG/4-clis and nail with ei ht' 8 Kid common nails _ GADLE AND FIRST I ( ) , P g ( ) ' t. EXCEED 10 FEET, ADDITIONAL SCAB TFaJss (U.O.N.). IS REQUIRED. t 6. All window and doer components must withstand a 100 MPI I wind load. 7 All connectors.are.SENIC0 or equal (U.U.N.). .� r'- - - - SEM TPP 4 32 o.G DougLrL P--Art5 K. Foundation design is-based on a mininurm soil bearing capacity of 2000 psi. 1-. 1%, ,� FL�4TF0E-Rt'l PRA" ING SABLE END - -- - f___=. 9 'Design wind loads are based on SI3CCI Section 1605 with a wind speed of 100 mph t _ '/1(0 tY5a IS 14 IFAT"N/N�s - NAIi.,KG UH hu, svprocrs w/gd ceAA .n. 8d 4 2,K 4 `T rW SS ES. L 'Z4 -TPP4 TPP !t• F�dEe�«iss S�,�czEs ovrr+t /SrAr o �-- NAI;. W/6 - 10d com. HURRI CANE CJ-1►s- A5 VOTEA R-SO rN sUL 1/i' C.41�.1Nt, [3oAALO 2K 4 SPF srUOS It -2•94 S' SYP TYPICAJ_ NE AQ E2 SEmc.o TPP4 e 52 o.c. DETAIt_ of TPP4 Cr:IP STeLAP IA & - UNLESS �NAIa. M'/� -IOd KdN.) Or1rf/CwrSIE NafZo /N 1/;e . DRYWA�l ,, ' �pEC.1 Fly i-oc-A /OA1S y 1 2■4 SPF sr U0 a I&"o.c. i I CMiN. )JO. 2.� �. t -7/Ic, 0.5.6. SwGArkINCr i NII11 As NOrFG - SNsrA Lt. L.oNb. 01AAtNS101� it /►�2ots STva s. Ft1� $TUfCO F'w/sN rwsvuArlow I r, I! I i I of E; �►JcNoA &LT µVST II li I; E wlr►�,.✓ of A 5T�cco FrNISN - FLooR SYSTt1v� a ` y I-AP CA . SH10Er 51C1#Jr,- Iti /Hoff KKAOITA, STVo 1. ?_w4 P-T. 61-- w/ IAL"r 1 o''`4.8 `� 1.r 4 Pv►t t' �SYP� J --- -- -- IIUN A,.K,',, � 3�r10'c. r 1� L: 3.�.��0•C. AND W�TN/N Ci'� 0«IL� -t---- r/Mljt:-ST'rUniC FPS j la_ COA;NI:Q,S AA/D OPEN/NQ-S. USE (�1�.1 JCxt7 1 I �' �i S` :5► oQ FA•3 C 2.'4 •o•c Y ,`EMcD TPf4 CL1P @ 31''..c z,.� z"s NAIL w/ 8-ID d COM '� SLAB jT"f gE i v.(Co/ UuLs /W1i_ VAPo f3ARsf/F.0 �SIMpSo� CSIG,1 '1.� LONG ; fiz R _ I , i 8M�M11 OVE4 (OAAPALTCO F/4.4 i Ui 32 O.C. . NAIL .../II- 11yC7 + r CuAt dN UPPED A%dj) ALL 0R&4E0.S _ LovVEuL I 4> P I C Fl � Ht (� DER STP P R I N _ IN, 6N How `�Y C r{ G / GRAO[. ,11� M1D AT' ♦ O.C.O.G. . , I , l/vro F a. AA10 l2" NOOK 1Nro .4Ac Zx4 4f, Svh r r4 iIc. f3 >1t1;AT-141-J I I i [ 'T�rrl�i,t,.41t. F-Looe_ LEVE L :•Y,i-DAPI' IN G. r.FMCo TPP 4 � 0.C. 1�.1c, Aa. 3z•- A�• ,. Ih,t10 A.t3 L 1X-4 Pr 51It �~ � c(,-1400 r/wM Ari- . sl�nrso►i wtAsC :Z+ro.c,' / ak sEtitco FA-5 e zA'o:E. CbP STUDS TOP AND -, AP Ja=AT e "ri _ " l e 4 8"SOI . +t,�1 Oo eLBOTTOM W/ TPP4'S 1 0 32" O.C. SEMCo'TPP4 Q 32"o.C. Z {2 R 1/0 wtisHCtt -- - - 1/2"x7" WEDGE ? ANCHORS ® :32 ' 3 C. �•C/AV t ' r = 2-><4-PT' SILL o•J S4«sEA,� �- , VERT- 9i3*o.0 A.JO _ AT' AA.L <_cot Lxl. - 10/10 wWM 02 Fl/yf�A�csy 4 BENo rN>a sr.�Iti Alv i a" CONCRETE SLAB W/ ro fTCr► 6"FhoK NV - - - � 6x6,1px10 .WWM 'OR FIBERMESH REINF. c' ItA j L9 r, :i : _ , ': /�/ o � ti 1 we�6 c0AAPAcreM Frw 6 MIL VAPOR 8ARR1ER OVER 00 1�(�//�� _ 11 TREATED do COPPACTED FILL CIL,/// z T �T% 7iT_I/% //,/// � .I/!, // (2) NS's CONT. 2_4! a c.a"T. t3" �.�4.. 8.. CoNr LAP AT GoRNEt3 ?Ott 5 S / - SToa.:/ - US t: 1.-M C. cv.T,. to• CLASS IC E? Ze V 3 10 5 craT.' prole. s!6 'r"YP l 1t..�1 L D cTA t L S Foe. N o x.T�+ � 7 P/ CAL F_OOT1/1/C�- (2 GAQ./lG� I (oma THI. CKENEDL SLAB. 2 'sTOAV CoN41TreA! _ Y . r - .Ieff vy K. 1ltilsberg, P.L. S7o 3015 Hartley Road, Suite 40 A.Y _. Jacksonville FL 23357 •oNOL� 7"H /G �FooT/NG- �D�"T"A i� - Scale: lis 7-i Dale: Z/131 Revision No.: I Drawn By ,.Y-". •°- . ,r• .,,.:" \ Y . t .- -y:i'"`�Iii�tl+tF"a i"�i1 l \a