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Linkside Court East 1170 1 'I --- P--a T r ,► _ to �_-nil- 4�• I:<<_ _ I EI 40 5a I i E L I (GALS yip Nnovi NT. (� 7'_S4 PrP �cavi�F,�. d.6c�' ga 6G� F�ao� I � I � — 01 -tit-�==-1�a�-�x::�c�=�::.r.,n 1G, ---F tit.�_L...1, —air � - �' L 6-LA55 aC�r - L r - `I ? I I f cp I -Y �I IG L �.t .� T ZA klsoM... -4a 1 I f Iy I IQR fall - -- -r 1- X11 14 ¢ �►_ �,II >�I. 10 11 C Fji- 41110 X11 I n I 2 to w � o _. . :k"-; I, _. .- 4a2f• .n n I I I "4_Ll.. IL v 1-1 f�R=q� I X11 - L�dJ vTl I�,n.L 77777T744 My L ck fZ f 31- SII _ I `il GI1;I Ir 411 II c-�I�I �I 1 tl { QI I c7 {i C 0. µr?e2l� \` d1 q (01 �s • I I APPROVED ELIPr,GAL , 1� ISG q FLooD CITY OF I N OFWIC BEACII BUILC�ING OFFICE AUG u � s duh-�` Ir2zm:A I .. \: 1'• �� I •___ ..1 C.il�..al�j�f 5 rI /. Lor 113 u 1.1 rr 2 SF-LVA LI�J KSI DE i PLAN NO. DRAWN BY: REVISION DATE SuOeMAe-S2 NccY -&lura, DIM, 1 .3d.I1 ntex Homos DATE REVISION DATE NORTH FLORIDA DIVISION 4� 1647 S.F.LtViNG AREA CKED BY: REVISION BATE /3g2S.F. GARAGE O�+ S.F.COVERED PATIO SHEET OF REVISION DATE COPYRIGHT'GEi� F 7410 ICo S.F.COVERED ENTRY -12 J �i i L.L7i i I 114 It I II li Il i it � II I I I � I I I II • I Ale— I I I I r I C --�.a,ra=• F�._,u,v�.-�..t�-. -��rte•--_ I d" I I i I II i i 1 I l I (r I I I I I it I [ I I I I - I i j I I h I I i O (� I 1� � -- -- j - !-� �_ ��_.. _ - ► w I It i I I i I 1 j I �n I I •__ I j � r n I I FOUNDATION PLAN 1/411 I^0-r !ILilo rr 2 !SF-LVA,- PLAN NO. DRAWN 6Y: REVISION DATE 07 C)O ntex Homes DATE REVISION DATE NORTH FLORIDA DIVISION S.F.LmNG AREA EKED BY: REVISION DATE S.F.GARAGE S.F.COVERED PATIO SHEET OF REVISION DATE 1 COPYRIGHT o 19 S.F.COVERED ENTRY r� i Y.` f 1 F-1 • ��.� __ .. _.vim � ® I V Z - - � 1=�I Pn�,� •=1 2 P.L.. �- U E�LiT'ri�.��. - • - LoT ► l3 11t,1IT- 2 SEL.Va L1QkSIC)E-�___ _ :.• : _T • •-^ _�__�. � � L-- �.�� � 4 •� � � YZI-1_ AN NO. DRAWN BY: REVISION DAA ntexHDATE REVISION. DATE NORTH FLORIDA DIVISION REVISION DATE S.F.LIVING AREA CKED BY: / S.F.GARAGE w 6- 7` 3 AWN I. C a S.F.COVERED PATIO SHEET OF REVISION DATE COPYRIGHT 019- S.F.COVERED ENTRY '•'Sppf!�.t..•.Y ��• 'S. },T '�i' ~.kh."'�G r, IT.qry ✓.„ . ;,ih. s ,W•�.1 ...'� . /�Ksy"F,yr•''! `-,r §9.n[ii-�.,ze. i �I2U.�'rv a.�.;`tf,1�... is Y' S t •�. t r„rfa''.!q•rJa,A'o.r'.'1ir�.hi r'�•':'" r,'+''.,1 a`'T4' s .�:'lIw.-q�YFr''r•eP!.'- a�r�t..nr•^Ise '/.:f' .,r].1..r,W,ir!:f:'t ,,�d r'"�,�;,'_"S �Lq1.'.•,?.s�.'k.'.S��''•r4?''"(i' .3r•� 'rh' l1'..:.�.ci 7 S :lt''...1'�_,d"a.,lig s P. �aPrya'..�„.,W.�!r C...r�..M4S)(,.�•�F4,i.,7:• �ir! .,3,."(f.,r'""te•''F;•<rr.<,f, �.;.r w.�s'M•eq:4 ZI; 'a�,.�..(,r.':2'�<.��Y'•�..v,t' ''..•'n/"fi•'r~ralr e.. •7ill ..r.�'.n,x:5w- �Rk F•C 4�I, , 1a J F1p ki ! 7} •ssXa� ._S.r • ,�.h•I' � ••,5. , .:. r ' yin 7. Centex Homes fiberglass shingles on felt over 11r o.s.b. sheathing 12" pre-engineered roof trusses O 24 o.c. 12 Studs: Rafter Ties 0 4'-0” o.c, and at each side of all openings, }- trusses I varies varies� 55r•-30 insulation top and bottom plates: 1/2” catling board Top Plate, Hughes (RT2418) cardboard Insulation baffles Bottom Plate: Hughes (RT1818) (Ties good for 865 lbs.) I. hu hes hd 2x aluminum eave drip 1. hughes Id 2x Trusses: Minimum strap at each truss-Hughes Hold Down Strap hold down straps hold down straps (True Tie). Trusses and jacks with less than a 10' 2. double 2x4 top plate 1i2 p•t' 2. double 2x4 top plate span to have (1 ) hurricane he clip. 3. rafter ties (hughes rt1818) 2x8 p,t. fascia 3. raft-)r ties (hughes 011818)0 4'-0" o.c. and O each soffit O 4'-0" o.c. and o each Headers: To conform with SBCCI section 1707.3 w/ applicable charts. aide of an opening vont side of an opening Wall studs to meet section 1707.3.2 for header support 2x4 and cripples. verticle or horizontal 1 x frieze 22 gage; ties 16" o.°.v. siding approved for 22 gags ties 32" o.c.h. required wind shear min, support for each tie Gable Ends: See details provided on the plans for special ( The I/f min.) vapor barrier not to exceed 3 sq. ft, framing requirements. dw (tyvek or better) of wall area ramn g re q 1/2r dryw it (Note: 1st truss must be dropped so that outlooker siding over brick or stucco can be framed from 2nd truss back. r- 11 Insulation approved sheathing for required wind shear (minimum 200 lbs I/f min.) 1/2" drywall Sheathing: Sheathing to be comparable to 7/16" o.s.b. with �) 4, rebar vertical 6" nailingon edges and 12" interior to obtain o.c. minimum r--'11 Insulation a minimm of 210 lbs. per I f of shear. bend of 1 top and B" bottom. 1. 1/2"x10" anchor bons O 3(" o.c. p / 2, 2x4 p.t. sols plats not 1) .1 robar vertical 4" concrete slab w/ In continuous bead of sealant tro.c. / mInl,u,n Girder Trusses: Trusses with an uplift of between 1000-- 1800 lbs. 8x8 10/10 w.w.m. aver bend of 12�"topp reacndd��a / shall have continuous connectors from top plate to Bx? 1Vcolil 0 w.w.m. over bottom plate. �° q� ibarme h"ii used Top Plate- rt24 ( Hughes Manufacturing) *7^-•-r' ��—'_"�' Note. IIL-1TTj�j_ %D -• �° finished floor ;-LR _ =-. �u 11varoun"�' perlmeter) Bottom Plate- wal50 ( Hughes Manufacturing) waterproof membrane Ed-I- ; - _ — _ l_�— I;I I I�111 I.1-la_I 11=�-LL=1 j I 11---111=I�f- L-11 lll--I 8" concrete block �1L=I I �l—IL - E I=WEI11 11_ B" concrete block w\ all cells tilled I =�L=1�I- 11-111 =�- — A SI Jl-1.11—ll �I 11= —1-J1:�- w\ all cells filled 11= II-I- :1=1J1�--11�-JJ E ll1=ll1�1 1L-H-1 NOTE: Ill—I IL- Im111 JrTT 1— 4 compacted fill I -�_ °• .' ;°' I- finished rade �+ d :� " � compacted fill ALL EXTERIOR WALLS ARE �� finished rods)=�1 � - --- _ 11-1J1- l , USED AS SHEAR WALLS L- 111=L-1 - L_Urfl I LTLI 111—I I-Tll—I 1(rx 8" concrete footer — Note: 1. (1)#4 rebar at all corners "IOrx 1 C cone. footer INCLUDING ALL HEADERS AND W/(2) #4 robarTs 2. top of black to top of footing —1 Z-12-D�_ ti!/(3) 4 rebore OPENINGS WHERE PROPER shall not ll Is le 4'-Ir FASTENERS ARE PROVIDED. 3. If stemwall Is Issa than 3' 4 opening 5 opening then footing must be 10r x 20r. or less or more Stemwall Footer with Standard Wall Section ANCHOR BOLTS MUST BE USED WITHIN 6' OF ANY BREAKS seals: 1/2"•• t'-0(' (WINDOWS,DOORS) IN ALL SHEAR WALLS. Header Clipr) in Placement 2"x2"x1/8" washer p.t. bottom plate 1/2"x10" anchor bolts O 3(' o.c. 2x4 blocking O sheathing joint blain hurricane clip H-25 or better rt1818 or equalP plate45. 8x8-10/10 w.w.f. or flbermesh 7/18"" structural roof sheathing 2x4 outrigg O 24"a.c. W barge rafter cont. -� _� fascishingle a L n.grade :' I I E compacted flll I I top chord of gped ; and7 c� N rQ ct:,0 4 I I cant. 2x�scab from atop garage door header •• 2x4 x O I'_pr to bottom chord O x-bracing 7/1 fr o.s.b. w/,T o prink ledge r 12 ( story) � 1 (provide additional 2x4 s nailing on ed e w ( ) Y 1 rebor 16' (2) #4 mbar around perimeter, 2x4 scab cont top to bottom at vertical if higher than both sides w/ 2x8 studs around perimeter bend oublde mbar 25' at corner chord O 8'-0" from able I he s 48' to farm an L shape) (two story) 3 4 reban g I Note: 18" minlmum width Note:For garage rrrtume Ives Nato: for a two story use I on ganige return. than 1'-10r, use 19/32" ( ) I o.s.b. w/ 10d. nails. Monolithic Footer Scala: 1/r- 1'-d' bottom chord of gable end truss apa28 w/(20)18d (2) 2x4 top plate 2x4 stud L�l ed head anchor t XIF 2x4 scab N vert web Is not prasentJ p.t. bottom plats / cont. 2x4x8 2 syr 2x4 studs O 1 g' o.a. lateral brace O O o.c. garage floor _ 1 d' anchor bolt as required 2"washer (2)hc clips O 4g' o.c. gable landnflnd t usao.c. between � p.t.2x4 footer fillP • Gar-age " Door Return compacted latform Framing Gable End. sale: vapor barrier 16„ (2) #4 rebars scale: _ Interior BearingWall FILMf L11Q <5 ► 17L-: .� l� J, Scale: 1/2"- 1'--(!P PLO Ille-1HURCID -cr PIAT: 1/°4"�1'-d' __._ �— , - i p LU w 1w 4 , 0 c�,4'. 5 i 5 ea, 11 Il � i ' w. _. ... _.. .,.- . , f 1 � � I i , y w w l r , cc -Zvi u ` Q 14GQG , Li r{ 4 w o e f w. P 1 l f Y .�.L..• .. iz _ } �� l Jj �.. r r r • " Y � �� � 1r�ONAL ;.8 �� I v 1 t � __..�s . k}.._..d,... G . „Q,�t K t"rt V! E I c3 G _. F � 1 " I i 11 N. i 1 i [ 1 1 l/� 1 • ;k Y. 4 �� , �• _ do uj LJ 3 C6 ui U3 i. 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