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Linkside Drive 1259 . 01 Ln r� Cm � W CQ LLJ V) W tz CQ LOT n,SEVALWOW 1,AMMO rnTHE PLAT rtfREOF RLWFIDED w Pur w 44,PAZ 23 MID zu OF Df CUARENf PU1C RECORQS OF WK COUHf'f, 5D'E15l3fKf FOR umm a Md. O K V) LLJ o--- o m O co L.Li lr t..�.J ',, GSC] Q O G 0 f W �f"] N at C4, r� - DATE; . 1 /19/98 ,4PAGE: 1 3� r , SCALE: 1 /4 1 cor� f CUSTOMER: Y ROWLAND A .11 . I I L 21'4 11'8 Construt W of these phare should not be undertaken AW the O v H assistance of a caanxtko prdsssiord Issuonce of pkm from this designer shat net relieve MPR �5 �gg8the��ai �� dmensiord,and odwence to .,�-- oppk,&6 kMtg codes. prior to the camarcemai of my cor>strudion. Any discrepancy or my in notes, dmmsiow.or adxrence to oppicoWe bukng codes shat be brought to the attention of this 1� " r dr qff for carredion before corn" ncemed of my construction. LI N KS I D E DRIVE Ary revWxns or changes, not related to the correction of errors, that ani mode after the fnd plow hm been mT*ed shoM be aho to oddatiood fees, i 4 CONT. WOOD FRIEZE 3' X 2' STUCCO FINISH STUCCO TRIM AS PER A UNDER VINYL EAVES COLUMNS CUSTOMER'S REQUEST WITH fi" ALUM/VINYL WRAPPED FASCIA 8/12 PITCH Ln r� 8/12 PITCH 181 -5 7/8" T.4.L m 111 ,11 c � w z z , a �.11111 11111 111 11111 1 IIjII I III ! ` Co ,�..° a SYNTHETIC STUCCO FINISH 16 3/4 111111 1 J ( , ` w 01-011 �---- C� ,. tom. - C� - Y FRONT ELEVATION w a.. Q � o ME LEFT ELEVATION ARCHITECTURAL FIBERGLAS a SHINGLES . - w m o _ C Ln L _ " • tom] CEJ 8/12 PITCH 8/12 PJ CCH pill 111 11111 04k111111111 111 111111 DACE: , 11111 LOT I I I I I I I I I I I I I 1 11 11 1 / 13/98 e ��A_Ll I I 1 -1 L �16sr I I I I I I I I I INJ I- f I I I f [A t J.-J-1-1 I I A 1A PAGE: 2 IJ�L'4 P�.±L SCALE: 1 .� . , • C� 1 /4 — 11 -011 SYNTHETIC STUCCO FINISH CUSTOMER: fill III 11111tuJI11111 1 11111 ROWLAND fill rat ba undertaken rithout the assistance of a ca*lction , prdessimd 6suarica of pkm , fT=this designer shah aat rek" the k&a r of msp"bity to revier and va�fp a1 odes, � &numiom,and adherence to - - to 36" 1 2 WALL, COMP, ����'°r y / .. A hy&m-pM or error in nates, r dRRrlmiorlS, or adheTme to appk *bunk codes shah W brought to ft attention of ft Kw designer for correction bdare colTrwaffolt of my RIGHT ELEVATION kq recisions or changes, not REAR ELEVATION SITS PLAN: relded to errors, that are made after ft find plan + Jj y hcare been=*-U sthd be *c subject to odrfitiorid fees. t � 3y 33, 12` 3'4 4'11 1Y 20' y y Y y 710 1' 7 5 1' 2'8 1' 22 8'10 -- 2' 11 171 1'6 0)3050 531. 2030 SA Gly BLK — —�'f► Ln 8'am TRA;r-o• BATH F, _ FU OF trrAll ( PORCH - - z rr7 4 x 5 4 ., BATH ' k 18'4 x 6'8 Q 1Z' sin 2068 N N y �" m c p u i L1J r' CAL6'ET ` 2D68 e W = 5468 FULL LITE MASTER ' T4><�„ `" 0' a V) a li'8 x1 ' N 5 8'C111VG 2 4 w' i , J25 SX 125 S.K a ITu FAMILY 2661 31'2 x 2rl 1 81030 Finn 6068 f-PA55 �0 a # 9'FT,l2lMG ` OSFT � } � � 13'% a0s17" 8'10 x 3'2 20' 2 4'S ' s'a x �► OPEN BELOW o 45 2 9 "' 31s "' 3,a W'b ° 4Y u.F.1/2 w 7 "_ HM�RA1. 1MI1H� ° x" CLW , t - x�x 1e �' ^Yd 3'8 0 • '� � - � �� �� a (2)135 5X , BATH ut 6 4 .X 260'.1 Om w/81030 Im LrLJ 11'8 x 5'Z 266e � �-^,.; '.�.,� � � Z MDW o CEILING K_ t 8'- 4-3/4" a_ pp p .' _x - -rt DINING ROOM 12, _ 8r X Mw �. a f • CLOW �• , IV cum � U '-� GET - • 18' Z LL_ w — r r ■ ■ Z BEDROOM t r KMEN 14 7 X I? - 6 6 x 6 Posts y � r 11'8 x 11'2 _ Y1l y 311 ME rl a f I x , � J � I� 4• -.7-4... 2868 = W_ }itvNpfiN #1 " BATH PLANE 9W AT 9' �.. 38 x za6e QP EN BELOW GARAGE W CL 2668 � a m Q 2669 M M 13'11 x 3'8 Q 0 a C� i ��0 a = Ln Ln CLOSET5', 1 r 1: 39�fT.GF]1NC CEI WC Hf: 18'- 4-3/ ° [�,� Lf-) � N r HM soba , . W a LJ � � ' TTIE OPEN BELOW sr—4m FT C©M �, r Ir� 10'10 x 7'4 r Gov x DATE: 5450 EYE}1fN fU(m GU�55 1 /16/98 TRAK ABOVE 3068 FULL.Ln w/smn PORCH PAG w r GARAGE 10'10 x T4 3 dl m 0)2660 wum.��R) 19'6 x 19'5 E1'E�IQMIS 531. ;L _ 1'9 r4 2'8 SCALE: 1 /411 1 r _0 I I i- ----------------------------------------------- ---------' 20'5 CUSTOMER: 4'1 1710 {R---3'6 177 ' LIVING AREA 854 Sq ft �! ROWLAND • ; 16070 GAR OR ----------- ------------------------------------ __-_--- ° Corstfudw of these *m should 7. not be urMder den without the } „t am stau of a ms(r *n 1 essiord Issuance of r A'p t„�,J 21 16' 2'8 1'9 7'4 2'8 Prof plans from thn designer shah not relieve the binder of res ib to rv&v and ve fr al rotes, l t?C ' dKwms w, and adhemme to 33' applicable buadrMg codes, prior to r the conxrrencement of arty • .. T " W or error n nates, q dmensioro, or«*er�to appkvble bui* codes shat be ,•' 1 brought to the atterorm of U is " �,, �ti �� • . , . ..,.•- °•"" " ' � designer for correction befon; canrr�er ww t of* * SEEarty DETAILS ON SHEET 7 camt=tiom L°� I , by mviskm or charW, rat , - FLOOR PLAN: eta corr�etionof , � flet made after the nal plans tom; f P Noire been canpleted shah be subject to add�ional fm& ' r IY ANLH -.mi KA 1 t NN 1 Pt Y, IS■ 1 Ll t Lir ii _ ` ARLH IOU XLALS LM 1 Pt r Y. 1 Lt + LA' I I 1 1r �( 1,16' it IJ UH I/Ih' 0S1 L■r ' U va:D RAF;F w% fle" :1r •T dmb km ILFs • p/' OC /"a' Lrk�/I'LL WJ wu1K r[.at fTUOS-\ F S:AI PLATE 511Au ft[ �. , R w,/1U.MCN r I:RL U 0 •16' D C / ANri JRLD TO A ARI •,' 1 1 /// 1/7■ . r tG Lxr uA IS 1 r#IkW1LA)* aO AT EALN LND :A I MARL'AA Lr Ip A T L A!l1 f Af, / 4 /-4- U''•k', 1i AS 0/6 4#10/10 W W 1 I •.6.10/10 a%I - Al 4f' 0c ltt INJ5AS ('J'A1AP 16. ';;LA160' SIhAG) THE TWJS'15 (V.d 1AP It. -:111':'; N-X)w�.tl All./+- a•30 01501,Al1t.N L 76 yW. LAI V. ME i N 2� 94 LA:V AM;A, } PLATT SARka R \\\ t1 A TT bm"N a —e,a 1r I[ X� (1( X X iT -a WL �.A. 0 A atw 1 )( - P., �(f I at Ll C.wP AL nm WILA nn F rL I , -- (�}fy R•0vs ctwAT �1 [A4 `:+.a I A�,iA �• Rn. L..1 1 AV IA L• 2 *JOS:]tSiR![T,I TED �'11 AS A1[NIM >f .a 1 C1AL V. HEIAL EA VL LA Ip (1) r.f'.I G' COU Kti" WT AVS Dk tP i ON LAYOUT W A,1 11t1t M■Rj I - ___.-_..«- «_.________-_ _ rM 1.2 P,T NAL[r laucxS RIIw xtcln w/ ryas XJU: / i RLXY■t(3K6NT HORit xANt MTE3t1OR TF11C 11 SLAB DETAJL r- - --_- ..._. -^-------------------- ___--- r , L 1 - a',a".,6' CMV KNJSJ[ OU1 _ T 1x6 I4LiA A I,ywu NLkt IL FULLY a01H to UUS I --Irf. 1_L T rAA:L V Irl 1 -1 I ItL1M JR t1�NI UI la aG "010/10 WWF.- 1 • - ; v J!iY rLyeNCD ul Will 1v,4• ' SLX>_I I v JD SUN FI' 4, .J '. I-.• �. 1 As W10"ulll rJL1Y OLJLxs Xw S - ( I t,i • 1 t CxIAiI;AtLn SL.XLE TS w DL I S»•j... _ i ;--'-----'------"`------...^-_�----"------'---- 1 i 1 16• �- NEW 1x6 FRZZE JLARD 1 t6• •-- M W1 1-4 Ilf(CZ'C Kk4:D �'" • ISI' 2D'lw'p IX(H)L(I4CAkTC P0Ot11C I • '�' .T.� I r I 1 r 1 1-1IlLrtr 114TxD t/(1Y p FraDf uI111 : T' ,..• •, .�l2}Is bops OCRY i i 1 STU.1 LINTY. XANJIII'"TUKp ST — t Pt■[a5 S+ul • WI K PRLL)JC,S l ri ~IJG 6�lD 1 D v DRI TYPK�L FOuNDATKA DETAJL I 1Lt L*!wt "9' �� AS "WN 1M WT A SECTION THRU C.M.U. OPENINGS ( 0 l 0vu JWAt" RL,rSW1 MISC. FOUNDATION DETAILS , ,i 1 f Ia• OL UIIP, FILL CELLS rA MTEI" STEP DOM DETAIL ' CLIN:.Rt rt w1J11 NJt,,:JAI RE.W:tR:7tMLw1 (xTS.1 1 1 # 1 F� GARAGE cleEa .w TYP. SECTION O SAVE z IS PRL'iNr UNT.S.) � 1 — tJhli STT]ftY cr/t 2.4 aL V I" T;P Tu RL:tYS 5x.Ab S/4'x 10" OKA a41rJm 0.-x6) t0 AAA AS hAkIA AT OARA(X OO<Xf 6x6.10/10 •.a.d fyrl x-cW1A:A1.a•w 4) 1 1 STEP-----------«---------- - CL7 r0'T.a/caX,fln OF cuwmiw (-QF I ATI aL wo r `\ r 2x WJl P,Att - r r - • - r w �t ! ODI T14 QokM a QOW ' (x} ❑UMI NOUN I / Q v n ,2•XALS r r OC.-�\ M,161=5 .; a AT ouW&RS ; ILLJ •Zy-.-.{ r.� (x)L,x HLW.wO r LLZX7LA •� YM IY 1 _ __ 1 II ______________________________ (3):2■MAIL \ I It IPT.AdxE. •SLMC:O'5TRAP LIN -Ar 0G ` (i' WUall TI/PLATE ( ..tr-•_-� I 1 1 •I NAA TO Cr U •ALA a/I APCJNS -.. \`y r 1 ; ■I.Ai IT'J 11W��, \ - `\. � rJ RN DOW SLAB DETAIL Cr»!Q t�1 �___ �{ � � �� [+) :.e P r /LAVE w/ +/Tr . tr LJM: �� moi-' , 1 1r 1 1 Li_J Q �,./ / f 75 NO itS. + ANUi(xt ftX TS MTU LM,I.L r 2l' O.0 ` _ 1 1 1 1 1) 20 go. x'.,1.5 UkTLI TAY WE LrAD !� `\� �� _— 1 1 ME L—Z UN VP TO 12•-e WANG 3D11/Af 71D11T-� ' ' ' I \. 3.4 tRUTAArtG•.�0 C K rS7-r� / 2) 16 ,,■ IS .060- THx-+( �-,1)11',11'.16' C M u KAX)Uf LX1T \`� 4AdR1 LAC? 114,'SS AAD I IAS' / 1114 IL4cr •VJAlr•11)plt l:]I:Kx41 r10P 1 - 1 1 1/7"/HUES FUR A" 20 IM 1S aw TmlUJU (1)�,It1D5 MU(x ft m Y.A10 syr( (X,wI,.M 1XuSi . P mow WRL U4 > OUMG4• ■IyIN 4,rIoam, La SRLL SIwRUp (1rB) a- 1+1 '�STLIt UN,11 YANJI ACrU46 D 6T �j /T/1■'1,14X%AAL WWF 04LA1 N" �p1 ��.r" 2 5 I ; (7.623'1ACTUAL) "I•UdRXS StLU r rwt PWaAICTS' / Y1 Ala (S) Sz/A. Y-4/�Mt411)A S.4 04"Rm IU cxwT 1 P r C:lAri 2.,,1 SrP, LA ILKN .._.f WS1.4F (Ta 011NI/IG tlir A;X •.f 'men,r 365,�� SECTION THRU C.M.U. OPENINGS 4 SKAWFc t�►TEM INIRACE TO taAk*w YEW / � I � a,• 2s Fpr OPEHM U3$THAM CR ULA Tf)W N WIN GALU EAO IRM a r id Wv am=Le anLS (2D q�) INt.i, -ftATF()KM FRAIMaG- j PA16 L"1',/Y 1 1 1 _ _ w,S1 _ - ' I S rrvn. - .23,! .� I.4 X-A C.A T:/ TO-� I ( I IAM 1 ; y�y�, ■ 1 1 1 Inn. w .410 n Si? •clr,r•MIP f I a 1 00WIM 4 r 1 _ ARCH LtuwLtS W 1 PLY, IS/ rttT li. 1 1 ati•+'I► '�<! 3 $ s• ''� i� 3 2 4r." RAJ i t x f 1!4' 0 L Fu6m 6.861 IA1.1 Llow.4 x AUIKMa rwui rur 1'u WNRIE w/6 X 6 1 L_---------- --------- ,.:.ty' F�„�,,� ALL YU,L.Ltillf: 'A' OF `ar1C[.T / .[,r 15 001 FWAXT � + 1!A TICAL 4`D' 1 MAN M' 1 Afff Ml AW Vta Ku 1 - - A-30 WSULA.TILIN- 7.4 5LN I vu1T 01WIA ALV16ls'A1 2.44 Al -__�-- _-____..-__..-_- 1 _- FOR TWiSS SIRAPPwN, 'D F;Ihm am 1I 74"W'•T 1 1 1 • • - } • 1 DETAIL OF BPS STEEL LINTELS POI rum_ t Ci;tiFlLCCED?f3�fE ' (3)1)4%ALI(,)P) 1 -----_- l- OLTS-) ..� AT S•IAFA.wi, 1 1 LAPU LND x0153 1 1 l--_-..----_-«----..-.._._w .r-_._______.a 7:1—OF I 4 �L,A1 lf'P,.•SLAILD' f 7Z' ILL 1 1 1 1 DESIGN CfZ1TERlA ROOF muss `,-,,, - Xv,c I ,,wAA,.n LtN(:1N a1' x�■Kur+c*AT t e.4 st.i /A :A T r 1 a., lo^LJNe 11 v- �A4 (>Alv )CTALtl.."v�,��v incl,.tAy.s � III 4w oc -�...� CITE rAAl ' ; l C'T � 4 )�-f C )C Y, (' G�v;t I )1.GlC•'.t � •- ; �� Lx;1'n 10 it., *0D iw}.,AL Raf'i XLaP l [ ` L •` /sa tl (')-2.6 1'LA1L CIN 1>s? P.i. NAILL.R 2"al.Oc"4 0 4r 0c 1 1 WIND LC1AD5 - � DAMN ti<t •t•'O.C. I[1rtJAI wwt•1'x151,A1LA3 i � � - ,.l• 4•>•"� / v , WbtD VELU IIY (1'LR '40r, lYi1 LD:;UR). X7 M.PH j2" S1 CTT RDx+ �. - LG FASCIA ' k J i S , r, y, PLATFORM FRAIIAING ([iTT�ilvl. PCN' ACCLLLF,ATI'iN, Ao<0US - d,41, ~ - SL r_AaC LCvD (F'LR SfiC 1851 LUIiIUti)... j - - 3 b' PL r v[x7A S x F 1T (Lf L' lIM AILKIII. A.<5U6 � SLRLLN(.D VLNTS LIN 24' IEC SP �� �O 4i - � \, � t � ; � • GENER,kL STRUCTURAL NOTES: 16' - Kv 1.6 FREEZE w1r,RD V tXTs1 ---- -- �•PilrXVC I CODE 7PP.'YAtCO �. 116' 0 C V TH - ) 1 •' , 1) IT IS 4HE 11',LN1 OF THE LN:.INLLR Tr"IT THIS *y*K Ht IN CiNlikMANC[ W;IH ALL NAPUD A/111}1)4 aA1WUN R-191N±JLArlutr-. -)� / AARJI 41111 am J4 1 PLY, ISI FLIT ,DA 7Y,6' J:.e W 1:1'11 IW'1LRS f R4' U.L 1 1 1 RLUUir(LMLN7S iF TIQ AJiIK*;I 14S IAIAW, AJij(';XA K; N OAR Ttf'., IrIt � 1 � 1 (�JNSIRJCII,IM A4D UGC:1fAitLY. AIL JPI1knCIURS ytAl',. UO TtiLiR W'JkK IN CUNIJRMAN;.E 2.12 Hl'J(],�Ni,-\ T Jr ,/t,6' D511 y,tA11aN' �� 1 M/IWIGAVAE CLIP AT CAC?i LNU U ' 1 1 1 I F'fC�.'tT `DLT Rh�A.3,�, V T.`fi Tr..tr3tx ::•• :AP It, ',,.r..., ' ?r!I'rFr,x1 \ / 1'l I WITH ALJ N'PJC/.LCI LODES AND RL(;J,AIIUN> ";,F,SrL•p' STRAP I.AA1D TO 3/•' ;114 an SLtIROJ+- i:AIT R-30 Wa.1LAT1tl1- 1 ; T / , I c.tu 11/1 L111 cUNCF(E R " 2$ba LM v ME 1 Ai ; 1 f uLMA,(k(I)X.Of ti SUN�A(il�W71Elk '�� � 2) THE CLw1W+CIUR 5,tki Ayly ALL (X1NxK*S ANO Jt11LKAJNS AT Tri JUB SOE I'RtUR NA45 ti � �-"� N,NG r LLL 1R PLATE eANNuI - 11�p10 NLE SIN ro' - V ! —J To LimmLW-4 c WJKK Ht,'I��Lxx vI�(a) � 3) L()NikAfTl1R Stv'll $11i F'LY, LUUTE AND t3U!'D INTO 114 wCkIE ul w.ERTs, AN(rn,Rs. ' e,• ; ; Ct)l OF 9'CIILU. 0( Zr X Ir 1/013 RE, w ANCLLS- P1,ATLS, QiINNGS, SLLCVLS. tANURS, SLABS ULPRLSSruNS ANO KCHILS AS MAT r RTPC.N):36, 'x MLO" SfT.AP uh 32' On r(�) 1 �� (� �) �" LIE RL;A1b4LD f3T ATIAGtD URA tI,S AND TO AC,]_- MJ[AJ OT1 Y "Y NOT iH"N OAI IHE UkAOI C$ NAA iU1 CMJ WA;1 «/ tIJ U+C t.• Ale IA$L.IA ; 1 X 10" 11)Q'I�i /\ 1 1 ♦) THESE DOCUItFLWS ARE THE PROKRIK OF THE LNGWLLR AND MAY NO1 BE USLD UP 5/f" SAILI T Ntx:IL 11� �-(+) 2.11 P r PLATO W/ 1/2"• . 11'LUNO ,�•'f' C�IIu �v ICIAL EAvC pR,p , r - RLPI_ J,JUD lrrfVr 7 EXPRESsf D WRPTLN CuNUNT OF THE LNGINf.LR A.NDiuRT Val.X,70 LIN R1 • !4- D L ""LIED SOLID la s'� i>w LA! P T ryuLR FL'JDFT JCr:T - _ I M $LL IRAAING PLAN) 1 W L.Xu RIINF JRLt A VCR. SRT. I.IN RI MANJ1 AC TIM•-D By `ixb f ASL iA 5) ALl UETNLS AND SEGTIUtAS Sr1UWN ON TrlE OkAW NOS ARE IN?LN IED TO fi[ lYF'IUL ANL _ �� _�__ �T- ( vif'.5 Ri1DS 0151 RiR'j[D -PUW.as STtrl • 11W[ PNLAJUCT��` �� �� 1 i Y1 i Q SFv41 (3E CUNSTI�ILD 70 APPLY 70 ANY S7.LiLAR SF7'vATION FLSEW,LkE IM THE YrtiRh I 1 AS yi Vk ►� SHT■ stt n 1M p" LXCEPT WHVd A I)rFFTJ(LNT DETAIL IS SrILIWN r ,.. I (1) 6-r a'Att(1<J ju I 1 lib' PLYvInD SiJFIT _ j trf 'hlp rUt:Z. Jl',1 RE100.JAL[D \ Z $utijhaJ vENTS LAN 24. O•t i r / 5 EXTERIOR WALL OPENINGS_ wArsP/ I,I) , ,.,, s L : •• ,IIT, 1111 (t ; i r 6) A)BSURf ALX 5011 CONU(11UN IN{URWIIUN IS AvNIABLE. FO(NtDA1YJR5 WLRC pE, 1'C rNf-L r RLWI UIr •/ (I) a 8 x 5 _ GrtJK Il w1uK Vta;r x Rtw L■A k rL1.r a' F'- --4,1 F N1LZL aOARD I FUR A 2" t.,F SOLI BEAk1NG CAPACITY. CUNTRACTOR SrW1 RLPORT ANY DIFILk1NC y ^ AS Sr+cnw ) ,s I,y� NT (1.6zD' ACTUAL) 1'A Gm7uT ; i - 1 ^^-{-•- LUNU(TYJNS TO THE L)LV NER PW R TO COMMf_WJNG W,)kK. STTRAPPWG TOP !80TTtJwT ' \ ,) `I � ; "-"-J `� <•,� W OLT.S.) TYP. SECTION o EAVE T TYR SEC_ T1ON P" CWU WALL OPENING 7) R IS (ITC CUWkACTOR'S SULE RfSkkU ,IBUTY 10 DETLkmiNE LRECTIUN PWXLDUkf ANO SLOUENCE TO WSURL THE SAFETY OF 1HE WtLLtNC AND PT'S CC14(PUNCNT PARIS Duk1N3 TWO STORY 0 ONE STORY APE" E7CLSPT GARAGEml 3 ; I ( 1 1 ERECIriN CONSTRUCTION NOTES: . _ � •� LLJ coNL FTE, '� 1 I ' CO CD 2. yillf PLA R 1 is AAtLH. SHI N U t S LIN I I'L Y, 1:.11 ILL 1 LIN , + I + 1) ALL CJ,ST 1N F'LA( L'OnJrkE?E (EXCL'n SUB UN GW.:)[) 5t,A.'_L HAYS A MIN OF 3000 PTT' F' IQ 1,1G• OSI UN 1 ; _ __. �._ ..�- _...I■ C'•n(� LUAf'kLSAhE S RLNLTH AT 29 DAYS SLAZS UN GKADk MAY EE Cuf6IR'JCTLD M/2'�O P`�I OUNLRETE (2)2x12 WL T.KMG A 1:>m ` V wu:D AA►,LRS f ?•4' u. 1 T JiLI - - - Ln Sz S / , .- 1 I 7) FOOTItYS StvV L E3CAR lA'JN EJ7TILR Tr( IFd1C.41 SOIL UR LWUNI STRJCTJfNL f fl CUMf ACTED TO 1 ' a- - ' 1 C�1J (� ` 1 MUNRK.ANF 0.W A/ LAUr1 IND V , I I I �- I �✓ Ln � N DL)UTY LIF AT LLAST a5x OF SIAN:,Wj) P(t`JCTUR W-A,bn:W DRY D(•N`;f1Y (ASTM UIW) �-ItrPCA636, 'xrCo' S FAd' J•1 U' 0 C ^ ' NAIL TO c.I/U &A11 w/ 1AA•'„t,NS TIC TRUS:2S LAE LAP .6. •WA(.0' SIAAf 1 FOR A DLFIH OF AT ,LIST UNE FDOI (1 ft. BC]OW THE L3pTTUM OF Tt(E FOOTING ( ) 1 1 W N-30 wsJLw,rLw -. 3) BLARING MATLRAN THE FUOTWCS SticA 0, NEAR IN LITHLR THE ExlSIINC FINE SANDY SCMLS, ; IM-OCH WILL REO,AfttiO PkJPLR CJMFACII•JN, UR IN CUW"AC'T.D STRJCTUkAL FtLl THE. faCARN4C .r L1) i.f P 1 Pt. w/ 1/j r . 12' LrMO 2] ",a DAiv u['u I �PLAI11 bAkr4R I LEKl SuLS, AiTLR CJMFAGTI'JN, SIiUULD EA vIj4T UENSIIILS LQUAL TO 9S% OF THE MULIf 1ED #� ANciK.• VaTt INTO ON TEA •24' GC ' ------'� PitUGT:Ift MAI(.ANM TJRY UE.NGIIY (ASTM D1557) ---. .__..,.-_--_ __________ 1 ' H (",r-.11•.11' C M'J K141,K.x w" 3 r ) r - ' • 1 1 4) FtfNLUkGNC STLL7JLLl f A5111 A-615 GFtiIC 60 STM OCXY'JkWNC t0 ACI 301, ?' uls 1Ltn cru. r I ACT 315,ACI 314 AND Ctt',F MANUAL CLF SIN.AAf� IAk I10E, LAtTLSI E:N'"S `--3A70 v� J+ar �` 1 , tom- (2,11]XWS (�Lft; �-. 1 11 1 1 S) All CUM NUChP MS kT1LAL AND FKlR1UM AL KLINI UFtt+NG (,TLLJ IN F OO11NC5 1',.F Au 8( T -�� (.AL v Ht T Ar. LA;E 1b,I F' i 1 1 r 4 3 I E r 1 r LAP SPLIL'LD A MW. OF 36 (LIR DAAMETIR5 UR 24�, MXtILAR IS GK!A1LR UNLk SS LIN 1>z P T NAL:E R 1 1 �•s fLLl .w Rl MAN..wC rJttL1� (1v I 1 I 1 1 1 1 OTHLRWIA NOTED 11. ,� f1,ARS SRU r OVE 1 X A)JCTs' (3)-11,11 1'16' c M kMJUI Jur �' 1 (76:5'IACr„,u1 Ill.LKAS Rtud IR(Z w; (2.111 RaS I ,,,{•6 FAS11A ' i i � \ f 1 1 1 I 6) THE MIN. CuW_RLTE (xxtER FUR fDOTING$ S1ML1 LIE 3 1n. WN, IGR RUNI'f*UWLN1 AS r+vwN Ihl rJu• duCA5 w.' • i �� 3,11' RtrWACD SUIII1 v,4` ; t t 1 ' DATE. 3 x%A" F LUIMLkt.'i y 1 FUOTINCS TD MAIN RL/NIt,J({;Ct,,LNI).......... U/�,� .t ki l NL D ENT. LIN F4' n.' �a ���� 1 1/ 13/98 SLAB JN TAEIA)E............................... ...............CLWLRL'J 11 1 ' SnL1 UN R( MANJ1 AC LukID 61 i ,A I �- N W ..h (hllif ILMRA , 1 7) HDR17UAf AL Bf.AAF AND FOOTING LIARS SO%A L BE ULW 1'-IY AROuNO L-UkNLRS CW ww1 kS 5'Lt, r Alk( t'kuW(TS" w i i ' 1•S ; i f''1 I 1 do GDRtCR EMitS WFiH 2' lAi' SrSAL BE Fftt7vlULD LF Y Ax r+ W)' SECTION THRU C.I .U. UPENWGS SECTION THRU C.M.U. Ui�ENINGSy 1 1 1 1 8) CUk1kACTUR SiMLG WJvTA SUALLKS. UVVS, HULS71RI, ETC. KCCVMY TO SUF'PORI FtLiN ,*UNIC STEL SLIPFKIRT iTIMS W14LH BLAB uN LxfvAD CUNLRETE SJFtlkts rI� ` `('� ' PAGE. Si MLI IIkvE LNDS I OL44 ARE PLASH[ 11PPLD UR SIN ILlsS STILL ~�•r ' ' ' ' 1 , 1 t 9) ALL RfUNfUW_04G DE-,A" SMALL CUNI'ukW TO MAN A (IF SiMLARO PlIALTK;E FOR 1 DElAIIJNG REINF;>FtCLD CUWRLTL STKJCTuRLS ACI 315 LATIST ElAlT'uN UNIL SS IILiNLL.D 1 I � OTrU*r'A UN THE STR'JCTUM UKAMNCS ' 1 I 1 1 F I 10) Aa CUNCRETE WC" SIM,. BE IN ACCOxCAWCE WITH 'THE BUILDING CM kEOu1RIAALNIS FOR CUN(.RETr' ACI 318 LATEST ED;IIJN. AND FUR STRJCT-JFiAi CUICRUE 1 ~ NuLDiKT AD 301 SCALE; 1 /4" = 1F_pIl FUR � ; 1 1 WA un+FtY R*Kr►a.xs -S EUW ; ; :IiP JI I'1I U MIS N SA i i T i) CUNT KETE MA,)JIVRY UN'TS Sr,A1i IE AS:M Cao-15, tkUUW LC D-MMING CUItE,411 SPACE 0 2.ilICO' SPACE • ]2' 0.0 ; ; FLS Auwo �R TIJI� � I MASA O uNPS, TYPE 1. GWLL)E N-1. N()k1Ml WLK.HT, WITH A WN COUt*U A SiRLN61H SPACE • 32- O.0 _(�X) 1 1 OF 2000 PA ( t m - 1500 PSI ) �� ) i ; EW TTM. 1 CUSTOMER: 2) "-.AR SIAL C:INfUfLM 10 AS°M 0210 AND BE OF TYPE W UR S I I 3) HOR( W.AI Mk).. Y JOINTS RLINFuKLWLNT S0W 1 LIF (,ArvAM:'ID 1KUS$-IYFS WITH •.. �• •'.\ I 1 6 n. IAP AT A;1 SPLICES AND F ACfD AT EVLkY U1r1lR tlL X K CUUK L. MAX 16 1'1 OC t 1 I ' MI)C1U F RIMING J a. �- aFIuE F'LJtTE _ I 1) ALI Ar" IRAMING SrJU UE STP#> AND INS',ALLLD PLR NTC ANO TI,1 AND NATUNAL "wU (1t - RTPCA1836 TI - ROWLAND ()EVEN SPL;,IFI(XK)NS FOR WUJU CONSTI'JC;KIN �.LC^` `�. ` `` `\ ---------- 2) -___._- 2) AL1 SfRi"TVNAL W'JOD WLMLILRS St1All tMv[ THE f`&I_UWINC MIN. DL-+K:AL VALUES SAWN LUMEIER LAM YLNLLR LUWf3LR R"W JUST f b + 975 P"1 f b - 2,5u0 P'SI `. a.�,,,,,,�yyam� ,y_ Fv + 90 f S Fv - 2135 F'S1 1. ` MW JOIST 2114 11 B WEIRILIctw d t � �10 m d�Gf byQ I t>�IGl rrFG�Ut W F C.1 + <j`J'p F".a :C1 - 880 PSI .� GTICQ d 0 f�tlL`� F�so 2•`� +� sTR�o TO STtfD STRAPPING -- Ec S,LcpDW F"J Ec - 2,LXXI,DW PTS `. 3) frUOF 4 w/J-L 5HEA711ING S AIL ETC ?/I� URILWAI STRAND UL RDS (USB) OR 8LITLR, ^-- SFAN kA1TD AS SHOWN ON 1HE DkAm LS. pkm J) All WD TL MEMr Ek$ LXf O5LD TO WEA:r1LR JR W CUN ACTED WITH MA UFJRY. C(kILRETI �oc �T d OR SOIL SnALI LIE PRLSiURE-TRLATEG T1rp (2) - ptTP,AEJ6 : 4' f ftam t11S�G31ta (1� FG�ICVC 5) WNIRACTOR 56U VWXUE ALL fASILN,NC XACLS NLLrtSSARY AND SUITED FUR LAILH 5tJ1C0' RTFAWJF0 `SE]L C. ON DA T, 60 P 1 �►� ��`� _ � �' � buidar d F�y m APLICJITK*4, (ASILAWC SUBJECT TO MU15TURE 51'AL1 HE HDT-D*JtD I;kvANIZID TO A51W SPACE •31- aC ,,,tY A-153"130 STUD TTO BAND JOIST STRAFSPINC ' TWq (2) - RTPI;At3Jb � Q A, `- a) ALL MLTAI Lj*jWCT1UN5 AND f Af3kKAIKAS Si ALL CUMf'iY CA A I S C Sku;91CATKAS • � e�� � - T I � P� �� � � � w fASTLNItIG (JBJLCi TO MOISTURE Sr1ALt BE 1'1(17-UIF'PED GIILvANkED TO A�,M A-153-80 L }� W*" *ro 7) 9AM BLUL.K Ali J(NST AND RAF T1 kS,, AT P(AW OF SUF4URT. �J UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTION Anya ertor in ndcs. 8) F TLIE of LUMBER TO H[ 1151D IDR tr4 (At/kl[ATKRI OF STUD wuEs MAY t[ Sit 12 SCHEDULE "D' PROFESSIONAL THAT IS FAMILIAR WTTH THE LIMORY OF THE SPECIFIC W5T7UD OF 5YP 12 FTrI■ItC SQtl1U.E FUN(e'Lwl(s 5t+N1 � A5 FOL1Da5 FUR Al L(JAA 9LAfrJ4C eM115 �mpF'/Fgr�r ��10FdflC�t0 (EXCEPT AS OTH(hVI,E NOTED ON THE DRAMNcs) CONSTRUCTION SITE OR THE GENERAL AREA OF TILE CONSTRUCTION ME,THE oRNING WaD1H IN 1111 UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST(TWO).2S FT. DEEP SCHEDULE •B- - MISCELLANEOUS FASTENING SGHEDULE _� LIP To 3-c1' 3•-1` THkJ s s-r THPrJ 12'-Cr �, C C(xrNECTlufv HSTF 1'v[fY� N(,L4IIf U& :d ACIN(' 11MEl • (3) 1x8 s (3)-`410 t (3) 2*17 s low Just SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SUE FOR THE PURPOSE ["�■ �t� dtOf>I1Gf1 d t�i ... . OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL. d 3s w for C�tTufon bdom ILIpST'J UR SSx. FATE TO STJD. (NO NaI 611 'JukCGN ,i4B #* L tart(:)STJDS p pR TNI[ LIE AS p[s a rl[ rl�l B[wc arLlrx>+fn DOES NOT CONTAIN POCKETS OF UNSUTTABL.E SOD. CLE- ORGANIC SOIL , d 01 ST`•lp TO ;;Olf f",ATE. 1;>E wv! Bn L.wIA+,N 1 �. 1. LKAIHL.E STUDS. (ACE NAG 11x1 CuaAMA,N 24" O(. # + TWO (2) PLATU, WITH A 1/Y F'L)'MrXD IPUR MAY Lt USED INSTLAD OF DLILI9LE IUP Pints, fAct I.A11 '.un CuMIK,N Ir o.L Ill THIdt (3) P(ATLS bdW.K 4LD AaM 940E RATE UNCONSOLIDATED CLAY, .ETC ) THAT MAY CAUSE FUTURE DETRIMENTAL �• , TUP RA;LS. UP AND IN1LRUC11UN'a TA1I `,AJI 2 1(.J UR 3-1Ud CUMW,,1N STRUCTURALSETTLEIIIENT. ,./,A.�,.r rd C'QWiN,rJUS r#KAR, iWO PIECES I ILd LumviN IC UC HUNG LA tD(d ## S1U)S SHALI BE CON,IKWS IKWL 1UP PUTLS TO S(X[ PIXLS HONVEVER,(6)-Fr.DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESrABLISII mia�FZ to the ��•1R4"Jw4 THE DEPru OF SOIL EXCAVATION AND BACKFILL NUMBER OF BORINGS SIIALI, �to d , P1YwSD(;tl.k FAPi1C11B(�Af?U ',rN_ATruNC [,,,6 .�2 y� TWO (2) -• RTPGA836 that Q! titp� (�tCf tt11C R:)01 _ 7/16 up LRtA11k 1 bd CiuviN 6 0 C L(X:i', s __� ___� `sLMca' BE RECOMMENDED BY THE SOIL ENGINEER Er O.c. INi(RMf I,AI I SCHEDULE -C" **+ WALL 7/16 '.,F+ (,I+UiI I: 4 bd LU..IILUN 6 U1 L LIX,I', 6 RLCUWII NAD SIUD SI,•15 ANL, '4'ALINC. _ STUD TD BAND JE)IST STRAPPING IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED(LE.25 FT.DEEP SOI I. ,,, � � �,1t5\11ll lUtl , Ir oc IN1LRMlUMI( - ------ - --- *** - THF ILAn Htic ; kL1'kf�fNT` Tr,I A LILA, BORINGS)THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING:- c� J G � ltlbjx# to pdE�(iogd foes. #x OR AS ;Av WN ON $HtfT 5 wn11 PUIf HFILHI jSTvp Sl,l ,i'ALINC. `,` �\ ,1''•"t•• ' UN1N Tt kRUC TLD Sf AN LL N:.1H U1 1111 .11,1 I3�if,1t1RU 10' A i•4 ' 16 - If r,Uk) CVh 11N Jll', bF A!.i CAF AH1l lA Ik AN SF t.kIIN`v QETAiir L THE UNDERSIGNED(I.E.ENCLNEER)HAS NO LQYOWLEL>:CE OF ANY SUBSURFACE _.:�, � �.' 1 !C'�r•. =M _ (A'I RAI LGAO` TO ;t1(l,>✓ KAl I S U'.A' 1x1',', A ~l U• fT 111RLI 14'-(F 7.1 1 1t" 1,tit4 rli SLrll.(IUIT �1!,M. Af1(�vT LTA Ni',' -FZl� TO FLOW STRAPPIN V �.• n Ixi r SOIL CONDMON REPOR-r;THUS,ALL FOOTINGS ARE DESIGNED AS SHALLOW 1 g 9 k 7 6 14'-T' 1)IkJ ,e 6 zAR _ F. FOOTINGS BEARING ON SOIL THAT POSSESSES A 51AXMILP 11 BEARING PRESSURE'. %T T C 19 THKJ 29 �•1 - Tr- OF 2000 PSF . IF CONTRACTOR FOUND ANY DIFFERING CONDrrIONS ErriiEi4 2i,D 'r THROUGH SOIL REPORT OR SOW REMOVAL , -FHEN ENGINEER OR 'r r UNDERSIGNED 5IIALL BE NOTIFIED AND POSSIBLE FOUifIING DESIGN REVISIONS R r (LF-h1A'T FOUNUA I JON OR PILE FOUNDATION)MAY HAVIE TO BE IMPLEMENIEU rEt1uLI 10 CuntMYwr;lM,wrrLl FOOTINGS WORK. - g EN ERAL NOtT = 1. ROOF PITCH SHALL BE $ :12, OVERHANGS SHALL BE 16" WIDE. 2. ALL ROOF TRUSSES SHALL BE SPACED ON 24" MAX. AND SHALL BE • DESIGNED & CERTIFIED BY A CERTIFIED LUMgF_R ,Q)MpANY• 3. ALL FLDOR JOISTS SHALL HE SPACED ON Z44 MAX. AND SHALL BE DESIGNED & CERTIFIED BY A CERTIFIED L U M$I~R GoHPRN-t- 4. FOR LUMBER SPECOS, NAILING, ETC. SEE SPECxS OUTLINED ON ' 1r 3'4 4'1 13, ."SHEET if/{ • 11'2 ----- - ----- .___._ _ - --- -- ------- ----------- - -- ------------------------------ -y ---- - ----- ---- x --- r,, 1 2030 ' 1 r r aim TFAY,1 BATH ; POE�CH r/ ' 1 RN NU OF MALLS ( ; +-- 4' '4 r" ; 18'4 x 6'8 ; pyo f { `` •,, X ' 4__-. -_ ----- -------------------------------- 1+ o CJ) 4 1 i MASTER BATH .fin , '•, , T4 x 4'11 cap !v • • • • , r • 1 7 1�. V) t� 1 • n I--►-� Q) i r2S 5X � Ir cam �ILR WfVN 118 x 15 , • F11�1_Y ' 2660 _ 31111122`11 ------------------------------------------ ■..re -- -- - 11030 RED ; 1•f1:cam , 6068�3-MS - 28bd -��- ( 13, y + CLOSET CHET C 05ET D l ypv 1'1 I Y 10 s 32 ; .- � * • 2' 4'S 45 2' : OPEN BELOW 1 , HArI 4?Alf.1/2 MNL 1171WH(S)(J<({E W 4x11 ; • • 1� • • • • 42�Im SA DO AE SK KR 6'-4'" X 261-11" ` w/°1030)TK a BATH w 2 TL! 11'8 x 5'2 �,c� ; � ,• TLE , Cfll, HT.: 18' - 4-1/4" GST ; 1 • i7" arc ' WiNG ROOM 1T - 8• x 8' alp U 1 l TLE Gf4'ET 3 � BEDROOM � • � � � � � CJS ! Z �- 11'8 x 11'2 _ . __'._ 1'FT.CuJ G iQTC1EN 14' - 70 X 12' -- 6" v x 6'fflFs y C.17 _ t1AI12iAl (t T 2 .., -= �, Ll�� ` H N ^ r �`, 1 tiDlslT ro ,,,. r+' L,.. J � ------------ • 'Y c� 1 11 1 ........... 1 TLE 2868 � T L.LJ ___—�_ -__.____ � ` �1iAt�RA�•., ; ; E1ATH nilm 26x1 OPEN BE ox, GAR�tGE � W C� wm o t3 fr 2668 I 13'11 13'8 d (n CD EOS� �'FT.DSI rrc S = Lt7 9 x 512 r 3 6 C DI W HT: 11'- 4-3/4' LTJ LC7 C�1 40 SU �-y Cil OSET r/ 36x 2 ; TLr UDEN BELO r - 4' Ft DIlM l f , , 1 f r cum,, " . 10,10 x '4 r 11r L 1 h i -_ _--•-_•»_� ; __ _.__ '� .. +1 ' /�f 1 C�' t cc l L.l( l ( G:Y7` ►'i a,r ` �� 0 • • VVVIII ` �..>.'►�' ���C�L ti Y, �� �., �i C•w* �� S45D E1'E�F'3iED IgJ15S :. DATE: p� f 1 /16/98 t p� T1:AN ABOME 3661 Tuu Li1E + zwu 12'2 x '11 , �___ _ ----------- PORCH; ;-----___--- PAGE: 5 CWGE 1 V 10 x 7"4 �,. 2660 wm It R) SCf=i 19'6 19'5 A ; EYEBiM SA 1`4 --------_.fir. I�e —.. SCALE: I I E I ROOF TRUSSES STRAPPING SCHEDULE FOR BUILDINGS �= = =- .; r 1 /4 1 -0 u WITH MAINLY EXTERIOR CONCRETE MASONARY BEARING WALLS `' ' f • 1 C.4 3 I � p p S (P -�} t , I , (PRE-ENGINEERED OR CONANTiONAL FRAMING) ' ' _ �-7 G '`1 �'� '--------------- ---------------------- ---------------- + ` ! i i 1 / r. CUSTOMER: ' « TRUSS Na. UPLIFT. TRUSS TO TOP '�--J , ���r �G. '� c.1�:.� W` k Stt F��r✓rrt/, ___`-" OR DESIGNATION (lbs) SUPPORT _ `- 4'1 12',0 �` Li iNG AREA - - �.,,� ASI Tr�,st �► i EXCett p- 1��5 PRODUCT CODE TAPI(• 'SLMcA" ---------- =-----------------�-----------------� OneS mG> a�•.Ip tok, NAILED W/ 16d NAILS ; � 854 sq ft ROWLAND 16010 GAR 0R. ►� ` \ TABL>! FOR SECOND rLooa 58 1 tYALLB raA>xlxra or/l tblc6 333 L Wa)_PR oDOGT CODE TAp16;s o4j V ________ ____________________________ T' CAr�ruc irrtl d these ph >whauid nd be mdertdrm wood tho CSetonJ r ___----- ------------- --------- os3adsnce d o aoel#ruetion i'L00 � NAILED W/ 1b4 NAILS PLUS ----- - - ___:� essiorld. kwimce d THS saran W�T.T_R Taxs WAS EBTAHLISEED "BUXIarta THX FOLLOWING 19 16' 1'8 19 T4 2'8 P� pw CItZTEII11 W[L]:BB >MOTLD OTHEBWIS>s II! '� TA8L3, A) WOOD "ZAT.TNG TO STUDS XAZLING SHALL as •D cwacaat xAUT.s, 81 from tha d iqw dwl mt m6e" GYP. RD, TO STUDS JWLINa SHALL BX 54 A fa COOLER MAZU TOR 1/2" a S/r" TSICX XD. XZS PL"CTIVr.LY, OR 1+1/4" rrPs X Q: wit le SCIS F 21'4 '),e 11'd M aw d iClyd mbs, to IlMIeS O11 llatp, FOR BITHEa a0. Talcx. C) vFLOORCHOR To noaa A>irc2= Moa ausLL TaoDncT ROOF TRUSSES STRAPPING SCHEDULE TO-'- CODE. rAPitIF , M9E>lC0'r, Al1CHOH8. a i1BL>R BELOW MR SPICING. �� Alflliarl>R, Old oriA mlce to VZOIO]IATIO,t RZQUIREO NI NGLA oa UZITBISO rtm a TO noon TOP PLATES OF B EAR I N G WALLS ` `' SHL'�►THINO DOUSLX TO STUD$ ANCHOR SPACING PRE-ENGINEERED G �+ �t0 SHEATHING NAIL SPACING ( F1�AMIN ) the cartlmencemer# d arry O 7/1VOS6 S1n�G .f * TRUSS No. UPLIFT TRUSS TO TOP STUD TO STUD TO Ary�epmcy or error i1 odes, c�4acic��) tE �0 12 �1A DR DESIGNATION (lbs) PLATE OR TO STUD TOP PLATES SHOE PLATE &rlKw6-cor to buid'rg cedar :hal be ' 7/I V 050 A LI G s, i 1,<,t, { yf' brvu It to the attention d this f�■■ � UAO(LED) �I NG L E ',��Z° N/A l 0-520 PRODUCT CODE HCPDR PRODUCT CODE TPP PRODUCT CODE TPP . far aft ;io of tfi C ." 5W �i�...u*J y "SLMCO' STRAP 'SEMCO" ON 32' Q.C. 'SEMCO' ON 32' O.C. dee+glta xe • r�'q 'T10,r3 r`i�Tl�, Nro(.a�D Da/(tof-Sd N�411.r~L W/(lo).. ADDITIONAL NOTES DJDi 8$F.AFt WALLS lRA1lI2iD3 lIiiD 8 T Z t� '"f z 1 TRAYPI][a t ADDITIONAL XGTEB x- J • • � ky rer�f0 tyle COrTDC or p, etTDr2, —�� INDICATES LVAD BEARL21T(� r� SSxC1C CNV WALLS rd 1) TOE LOCATIONS CLOUDED AS , n8a (QBE)-PRODUCT CORE ;, [ $21-1913 HDPT'2 (SiNGLE PLY) OR (TWO)-PRODUCT CODE (TWO)-PRODUCT CODE REINFORCED VERTICALLY 1/ that are mode after the frld plods �L �Ti / f 5 xlDDEI: S>QAICED A8 BHDTTN ON PLAN ABOVE.' 1`iT GA$3l • "aL'11C0'r, FLOOR To FLOOR TEIiSIO]Ir TIL". 1 ` HDPTD (DOUBLE PLY) NAILED TPP's 'SEmco' NAILED ?PP's OSWCO' NAILED �- �----` 2) FOR LOCATIONS CLOUDED AS `' -� ,1 USX (T'up)-PRODUCT CODE ? W/(15)-8d COMMON NAILS ONTO (TWO)-STUDS ONTO (Two)-STUDS 2- . ' INDICATES LO �• � been ��� SCI AD BEARI�1(3 S THIClE CHV DESIGNATED mkpd to -- CIA . MSExcoN, FLOOR TO Woos Taf19IOb1 TIL". I NOL EACH AILS -ad NAIL EACH AILS -fid SHEAR WALLS REINFORCED lr 15 RODS ©PACED AS SHOWN ON PLAN ABOVE. ��®�..°S ti r'.'y 14 COMMON NAILS COMMON NAILS / i �� 4F ]) ALx. 1A'PEztlaa XALL OPENINGS OLt BECONr'] rL00>R SHALL 8E STRAPPED AT TOP AND BOTTOM AS SHOWN ON DETAIL ���• ar SHEET /j� . � - ROOF TRUSSES SHALL HE STRAPPED TOi 5UppoR TC, OF HEARI>'iD3 WALLS 1/4-1- � 16 `�`Er T' TIC: 2936-4850 (Twp)-HDPTD DOUBLE-PL SIX)-PRODUCT CODE (FOUR)-PRODUCT CODE AS SHOWN ON SCHEDULE "A" ON THIS SNEGT . STRAPPlUG WILL HE XDEQi]ATE �, `. � 4) FLOOR +�ry nava STRAPPING .iron UPLIFT SHALL MaX�r PRODUCT CODE ; NAiLE77 w t » ( TO RESIEiT E�HEAR lOACErS ACTZNGT SIMDIuTlAbTEOUSLY 111TH 17PLIFT IORCF.s. � : RTPW1.36, SEliCO , SPACED OLr O.C. IiLE DSTAIL ON YHEET NO. /( 2 -16d TPR s--SEUCO'-NAILED TPP�s 'SEIVCOr NAILED TATE F \ tJ 2 COMMON NAILS PLUS ONTO (TWO)-TRIPLE ONTO (r*O)-TRIPLE ^�`, To3t CWCPLETE viE1r OF T13Lr xYq InBA 1'x.OD11 To rLOOa f PIlla. (TWO)-HCPLR's "SEMCO' STUDS NAILED EACH STUDS PLUS (TWO)- W/(8)-8d COMMON SG'P2 SEjar HOLDDOWN 1 NAILS NAIL, EACH IVP W/(B) -8d CUMMON NAILS A MASTER BDRM BATH t � o > WISU BATH Ln FLOOD WiT Affm IN r FAWLY" co LLJ o O a = N \ •- z V) En a.:: a WTRORED E PASS ,�" ' O � CLOSE/ CLOSET • O ,; .�_ — uLF 220Y FAR HrA,TION PU1W, a ' ' =\ lJ flV rH WAM BATH HAIL 64 1 X 261-111 4 Li W00 , 1 p0 BEDROOM IQ On swfrai w/FTXTUF t [JfR `- O STARS N CLOSET L.Lj OCLOSET TO OAHM �..' / LKGiM cnQ KEYLM NYW� ` �•. - _ ��' �A ; ma WILLIJ T�BE -� LOCATED AROUND OR LkW IV STABS _ .. CLOW � W CL„ o Q OPEN BELOW " \ L�.J m O ° LC) �7 �oDOOR oPf 7i \ 71 • W Ln �- C� `____ N CrPORCH r`r7 BEDROOM DATE: := 1 / 16/98 Ftp LfGTfiT _ swr ______________________________ _________________________ r FOY!r�eaow ° f � PAGE: j 6 ' w 1 1 1 � , 1 To FRONT wmvOOO a ' 1 ' 1 ELECTRICAL LEGEND SCALE: 11 —_- — 0f1 /4 novwFM __________________________________________________________ 11p Va,T RFI CUSTOMER: N 11 D VOLT RM(fes FAULT) ' M 110 YOLT R£� XTERIOf� Iia mi Fm(f1.n PLUG, r ROWLAND n�TAT TT].Ef"JACtf ca MWion of these plms should " MULL rd be =Woken ■shout the pmfe�io d b�uan�ca d p�laro µ 5NIf.f:POLE SwnW from this designs shat not relieve m wAY 5w1iCN A the bu&ler d resparubiGty to . p 5w(iCf1 inview and verify of notes, diraisions, and odwwm to SwI1CN Tl fET3�00F� applicable budding codes, prior to wimisCuIT FOR the conrnencement of any ky%%lCy or enw in notes, FLOOD t1Qf dimensions, or adhorencs to Q R MW fJVi " ,, appk" IX&* codes shah be -0•0 desig w for before 0 pQ NA m n n1NE comrrlenceme d any corestruetion. Any revisions or changes, not �. ELECTRICAL PIAN reed to the mention of error, M are made after the find plans hove teen canpleted shat to sub*t to adddiond fem x r �Z5 � /wl�pg ./it y r FIBER GLASS SHINGLES OVER 151 FELT ON TOP OF 7/16 - O.S.B. SHEATHING NAILED AS PER CODE W/ PLYCLIPS Ln r 2 X 6" FASCIA W 1 X' 2'C P.T. FIRRING STRIP UNDER MR. - a DRIP EDGE (TYP.). c� 2 X 4 SQFFIT RETURN W/ © = c�•.� v� 2 X 4" P.T. BLOCKING & VINYL VENTED SOFFIT 1/2 CEILING GYPSUM BOARD TYP. w R--30 INSULATION TYP, a ME DBL 2 X 4 TOP' PLATE STUCCO FINISH (TYP.) OVER Q.S.B., FELT AND LATH R-11 INSULATION TYP. .� - 7/16" O.S.B. SHEATHING 1/2" GYPSUM BOARD TYP. NAILED AS PER CODE 2 X 4 #2 SPF STUDS 16" O.C. TYP. SEMCO TPP4 0 32" O.C. WITH 8-10D NAILED TOP BOTTOM (SEMCO OR EQUIV.) TAP--20 M` 3/4" T & G PLYWOOD NAILED TRUSS STRAP PER T.J.I. AND CLUED TO T.J.I. OR w 1 OR FLOOR TRUSS PER ENGINEERED FLOOR JOISTS _ tf SPEC. & WITHIN 6" OF TYP. . r WALL ENDS & OPENINGS >_ [f EMBEDDED 8 IN FILLED CELLS M SEMCO FOP51 @ 32" O.C. MASONRY ,�. — _ — — L C� �.._ CL o w FOUNDATION STRAPSJ cn - a W/ (6) 1 O COMMONS OPTIOINAL 2 X 8" P.T. PLATE STUCCO FINISH (TYP) > (1) B X 8 X 16" CONCRETE ! a 1 FILLED KNOCKOUT BL'K W/ (1) w CL #A D cn a CD #5 RE-BAR CONT. _<y -~ _ � a a 2 X 2" P.T. FIRRING STRIPS ' �. rLnN 5 16" (O.C. W/ 1/2" GYPSUM `} t '� ° OVER 4.2 R-FOIL BACKED " r ° INSULATION (TYP}. 01 DATE: .:, . 8" C:.M.U, BLOCK WALL W/ #5 1 / 19/98 REBAR VERTICAL AT 4' O.C. PAGE: - 4 CONC. SLAB (3000 P.S.I.) 7 WITH 6 X 6/ 10 X 10 RE-MESH . SCALE � � OVER .6 MIL POLY. VAPOR 1 /4 . BARRIER. 8" C.M.U. STEMWALL (2 TO 3 CUSTOMER: . 00w �� COURSES TYP. T ) ` 48" HIGH, 5 REBAR DOWELS # _ _ _ _ CLEAN WELL COMPACTED ROWLAND - 4 O.C. 1� , 11 I-=1 11=1 11=1 I I=) I ISI i I=1 TERMITE TREATED FILL DIRT, 10" X 22" CONC. FOOTER =1 I f=1 I I_=1 11=1 11=1 I l I I l �ofth� Pkms� I 11=1 1 1=1 I I_=1 11=1 11=1 I I— NA be w%Wdw soot N (2500 P.S.I. CONC.) W/ (3) # - assistance of a corrstructinn REBAR CONT., TYPICAL ! 11!f-=! ! 1= I i t 14-=1 I ISI 11={ I I-- I ot *w _ --( from this desi w stud not refim the bwlder of . I I L.-�I I I I=111111=111=1 I I 11 I_ re,,;C1 �,��,�►to , III 1 11=1 I Ed I I-II 1 I: �,� e to f I1 TTS I I I I=1 I T__-_I TT- I i ISI I ITI i I :III b codo, pe"to ' TSI I Ed I I I I I=1 I ISI 11 cor ctim �' COfMStrlJCtlo(1. k 111=1 I I—j� I— I Ell 1=1 11=1 I 1E1 11=) I1=1 IIEE] I I h►&=parry or ww in nae,, 6rersiorn,or od wtme to appicab{e but* codes shd be brought to the atteriUm of this ' designer for correction before carrrnerrcexrxnt of ark . corrstruttion. Arty revifxm or chonges, not related to the carreetion of ww, DETAILPLAN that are made after th,e final Ll hire been ca *ed sty be subject to ow*w fees. 4