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Jasmine Street 1416 7N: 21179 COLONINAL HOMES TIIIS DWI;. F1PFPAnED FfxOH COMPUTER INF'Uf ft-CLADS E DIMrN�,IOhIS] SU011IT1L"D Et'( TRUSS Iaf R. _ TOPCHORD2X4 50. PINE N2 KO 151 TC X-LCIC L-FI: 0.29 7, 40 J11.54 21 .150 2B.79 .I BOT CHORD 2X4 SO. PINE ' 112 KD 15.E n WEBS 2X4 S0. PINE #3 19% BC X-LOC L-R: 0.29 7.40 14.51 21 .60 20.70 � UI ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE IHOICATED. IJ SEE ORWGS. 130 E 160/16OA-F FOR TYP. PLA"fE LOCATION DETAILS, Lp I, In 0 . nl r1 u ._ ter U IiCJ� 4X1 '? E'1 2 . 5X4 2 . 5X4 12 12 6.00 6.00 3X5 � 3X5 1 . 5X4 5X7 9 . 5X4 1- 14-6--E3 14-6-8 _i-4;0 29-1-0 OVER 2 SUPPORTS R-IJ540 W- 3.50" R-14E14a W> PLT.. 7YP,-ALPINE SE0N— 21179 x FUIINIS•1•I A 1::C)P'! OF HIJS OE:SIG11 '117 LIII CI'fUhl GIIMTI-16XIOP REV 15.3.4 SCALE 0.2500 ALVIHC ENGI ICEPEU DFIO Cly, I+C. 11 E'.E5 t((ILIlt1C E1I PENC L.n[ a — Q o o a xx Z MP0RTANT X* scull HaI NE nESPpIGivLE r[n NI'r WARM NG 111 Iul(OLIA'i. Enr,Crtrnl A/q :(;Trt�"""t7r� i 1.;�;1 '.I:: I: (P_I1'1 IR151-602d2 c� ca a t,101(p LY V7 Ai lOII 1111»[ lIN[5E EPECIr ICAtip+S M 1111 UEvI Ir IDI F[iCu OIUC1rG,5EE 'Uw 1-7G•, �Un..CIr+G Mp�U 1NU55[5• • �l �� ........... CrlZA � a nne IPE416I1 on .rT, rAnw`I 10 uww TOC rnuts IN e[unA+.ur{E en`+FrnArn A,w IYCU..+EIrnAt1I1.G-•Ir'l) el[ �11(! ',• ----.---- C= o 1= VIIH III( "Cx1nLITY G1ANOAnO OSIp(1• PI )P), ALPINE C(nnCC11f1, 11115 IfU1W rcn A([111Iau1, SPECT L rlrutA- ?4 {���a. I i. i I f .(I 1 1`I!'r7t1 IIrrJ5(r151 JU�rGS{110 � Q [-1 ANE uA1NUr AC T u1rC0 rn[iH 7o GAUGC G)L VAN17En GIECL VLE5G IAP' Dr CINIG ICVUIINENEn1G. IIt Hr, O1NEnvi GC N '(0 74�K41�•[� lr S0 QPINWi�[nNI SE 511UH11, NE[111+C n[OLI)nC H[11T5 G! AS1H AJJG GIIA[E A, 51 qYA 1, ICI'CIVI.)511ALL OC LSiCnAL[1' 0; CEJ '1 ! I 1�l . (l r ' I fIC L(11r�1JA(� ) /�APAV CIIHIKCIU115 10[JOIN PACES Al EAC+[ JOiI+i A1q LOCATE AS 411[1 P1dllr'I.T AIJAC'10 I%vv(X)O SHEA1r-ING, q ' (F [,9`• 1 -1V/' " ifI('e SHOWI. 0EAn1(IG N1o11, ulE 4. NOMINAL Jq+lEss OIicti'AIEE 51KNI EKI[101i(;vo u11II (11610 EE IL IMG Cln(N'IcIlIcClUSS O EI[510H SLAI+VAn05 CVXPnw wnN AVPIJ CARL[ Pno�151615 Ur AS SIECIr1E7 W1 1'[5171 Iv)I;r1 IItE uy5 `•gCiJ,'••O�I�•,• ���(.:S I i � - J;• J ca c7 �f ,.L ,. I I,1..I n 1 . 3 PITCH 6. 0/ 1 2 11+05 LIU •1P1 (PCI). LYSIGII ut nl PIPE r1E1Ar(7NtT IrEA1r.0 LUN)EN, R(p 1114 , —.._ (a Q L� Q 1� .-IPI - IPL S VLAIE INg111V1E, IA1S . t1Ai1p1AL EESIWt Sr[CIrlCnipI ru,yQ a CUrSIPVCI10N r rr.n"`�", ��{-'ACING) f,�tl'(I COON-- =�C3: 21179 CULONINAL HOt1ESTHIS DWG, PF1EPAtlEC1 FROMCOMPUTER INF'IJF (LOADS E O1 Mrr1510rf5) SIICTMITTECI (t'r TRUSS tlFfi. TDP CHORD 2X4 SO. PINE H2 KD 151 TC X-LGC L-R: 0.29 7,4a 111.54 21 .60 26,79 _ 1 BOT CHORD 2X4 SO. PINE ' #2 K❑ 15% 0 WEBS 2X4 SO. PINE #3 19% EJC X-LDC L-R: 0,29 7,4B 14.54 21 .60 28.75 C (n ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDIGATED, T7 SEE DRWGS• 130 E 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. ' UI L. IT1 Q n► (11 vfr C) A /1 r� "A 4X41, 2 . 5X4 2 . 5X4 12 12 6.00 6.00 11 3X5 3X5 -_LI^ I . 5X4 5X7 I . 5X4 29-1-0 OVER 2 SUPPOR'!S -" F1�1d54P W.. 3.50" R�]rlr,IQv rry j"JO� PLT., TYP.-ALPINE SEON-- 21179 x FURNISH A COPi DF MIL, fIf.51U41 '11.) F.ill F:I 1011 0111.11 I1,,X I UFREV 15.3.-1 SCALE � r= 0.25(0'0 ILn11" CNG INC cnE0 PxLIDLIC 11; 1140 101150(5 ittkIlr,C FTI nC'+c [try „r-� I11.�� � �I .I:: I fPI ISI 1 RJ51 —e02,12 � C� o o d o x x I MPOFTT AN`T.x x SHALL .01 BE FIESPOI461RE FLn AVY WARNING n, Iw(11+G. E11EC11+p, ,I� Ln n,.. _�___ __ � clotr o o oLvinlal rnpN n,ESE cPECIr1cAnBlrs al rar uEv1A11a1 rrbu muclrc srC "uv1-1E, nuA+cnG vaK) Inlssrs ;_ "k �• .•p�•, 1; I }(� (� I' II:•II 09/2p/�1D U o rr] czn nr16(ICG,G,I vn ,Nr r.nur,c 10 BUILD 111E 1nUGG Iv [WI'(wl—CL ( -4EI TY 44)n:cP.Wnrouur.D•.1P11 Gr( ti IIF/�'. p —, o o vnN IrK (xl,uly s1u�AnD QSIPB• sr W]. ALPINE Cnn[C1ry15 MIS (CSIGI rcn ,(Y1111au1. SPECIAL nlnlu• _rr7{'} Z t {y���':4 = I I I I II I I'I ;ll, IIClJ5EU51 90-•i�5010 cz�lL� O 11iE uarlVr AC1UnC❑ Ir1(P+ 70 GAUGE CIL v,NIlEP C1E[L VILC6G 14.111 a1AL I11G 1C U+IP(I,CnrG. IA.L[GG 011IC nvi G( �r14�,'x ( I ---�r_� _. ALp I rI C� OfIgnN15E SIK)N+l, NEE1111G IIEUL1111(N(N15 Ur ASIN 14,16 ,ItA(E A SIK1'd+- IDP CIKIC)SMU bE LAI(n,LtY DnaCEO I� t1tl 34 7 j . 1 1 ' I I`) -11 1 HC L!I' F�L� r� APYT cu+IKnwls 1D uonr r,[ts r1 C1a1 JUun ,r,U LOC,1C ,s v(1rr r•1p En_• lnnLlfO/i lM1CI SrIEA11yur. :� �{f�QE/,, z�' ;Ir; I !r •I I . 1.1 1 I I It �� O ry ec SBO+++I. SEAn1+I5 ++IDI+r„ Ant C• NpNIN,t 11+1(ESS olll(nV10E ;I Cr1A+. (qn tU1)UNIu>VIlu t+IGID CEILING On pn,C111G r•'•, C] TRUS5 C L'(5IGrl S1A,rq,nBS CO++r(v Iu MJIN ,nrry.1CABL[ pnpv151C)+5 Dr ,5 SIECIr ICO dr CC51V+ EV)1U1 V;E INtS �•:C�f•.(ORID}':'r1.�� 1 --f C 0/ 12 r S ulU •IPI (PCI). IXSIG, wl nlr n •!( •�" � I'(•I•.I r11 I � PI TCTI V 1.1 +b 1 1 E PC)AtY)WIl 1rE C1CD uIWIEn, Q c-j o0 101 - louts ni, E ,rry111u1E,�1Dy . wllYul resla+ srLc�ri[alia rcrl vUIU C(nsln ntG "' Sf'A(:jrl(; {2r1�(1" I .1,I C01Ilu - JOB' . 21781 COLONINAL HOMES THIS DWG. FRO14 COMPUTER INPUT (LOADS & DIMENSIONS) MiMITTED By InusS MFR. TOP CHORD 2X4 50. PINE #2 KO I5% M TC X-LOC I_--R: 0.29 5,56 10.44 14.54 19.52 23.98 213.79 7 BOT CHORD 2X4 SO. PINE #2 KO 75% WEBS 2X4 50. PINE #3 19% BC X-LOC L-A: 0.2.9 5.56 10.57 14,54 ]9.67 23.98 28,79 c_ 127 ALL PLATES ARE CENTERED ON J0114T UNLESS OTHERWISE INDICATED, PROVIDE FOR HORIZONTAL MOVEMENT AT (TIGHT SUPPORT. ]7 SEE DRWGS. 130 & J60/16OA-F FOR TYP. PLATE LOCATIO14 DEwTAILS. (n) 17:4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRAC 114G TO Ui BE EOUALLY SPACED, ATTACH WITH (2) Od NAILS. 13RAGING " MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A ID SUITABLE SUPPORT BY ERECTION CONTRACTOR. 0 N CTI J 0 0 VOA f' J rj 4x4 � ': • �• . ��' IY 2 . 5X4 A\ \ �X7 \ 2 . 5X4 Iz 2 . 5X4 6.00[ 6.00 3X5 ��_��- _ 3,00 3.00 \3X13 -�5XF 12 5X7 I , r-X4 Q 9 . 5X4 5X9 �� 1-4-0 14-6-1314-6-8 1-4- 0 10--7-0 9--1-0 29-1-0 OVER 2 SUPPORTS P-14540 W- 4,00" R-1454# W1. 4.00' PLT . TYP,-ALPINE SEON-- 2JIBI FIIkillS11 A COPY Or fill", Df:511i14 TU 1HIN rU1,41F1 '100 REV 15.3,4 SCALE 0,2500 ALFINC EF.G711EEr/E0 1`1`10[1.105, Ilk, Yr1V55E6 nE l�11 nE CxTnL1rt Cln[ - 1• ,t. 1� o c= c-t � — x-X MPORT ANT WAmjNr u, t{Arttnlc. tr¢c11+p, uv _l:ta': 77,E 1,1.'.i� :1 .I+' TPI I I•- 1?959--8024�t I ra7Au Trot rx nESPo1(Sllx[ raT A7,Y � TON p � /-(�7rC��7 ^7 (�(� C�ATRUSS CD [ICv(l7ldr FnOH T11t SE Sr'EEPICi71P5 Vn Ar+Y DEv1A11011 Fr47H n1UCIr+G.StE •Uw7-70',(UQLCI+G !000 TnI+SSt S: ,,�Z��t �•'i ;1. I 30 .0 t +r•11. U�J/C 2/J'J [� d 71118 OCGi(✓r On .Nr FA7LIX- 11)MILD TrC T-U55 to crn F�Un+u1S:f. Cn+,crn U1Y u10+CCD„rcrgaTl(}+5-.rr.j). LEE ,I1 , •,I 11/0' �p �..) C.J Will( Ilf '00AL]7r rIA)IDJM USIM' 127 tPl. ALPINE C(7n[CI"'S rens vc..Pla4 roll A(umottAL sPEE1AL Ptn1u• :rk 71'•., 11• 1 7 .0 1' ;11 s?:I�, 11CUSR151 130205007 AnE M.,m,1AC7U1E0 rrL11+ ?0 GAOGI G+LvA I7E0 51ECL ULE55 1ryl+T OnACIOG ri UAInE1+E1,1G. VIL15G DIIKnwl5t 110 4'{yy��"t^`{x r1 - -- E� � Pt)lt/b(15E plDMI, UCEII14C Firmli t"IMS cf FSM A4JG GBd(f A, SfEIwj. IVP G1Cn[t 51121-1 D[:LATtnALtT UnLCEP JJ '•+4 t � 1r' I 1 10 i HC 1-;1:. r50 [(/ APrtiY Ed.1[CimS 10 BB711 rAE[i AT EACH .101111 IrU LOCATE Ai wj 71+ PnprE fLY AT7 Al:lfn Il•YWOJO 51iEAi111 HG. I--1'"' 9 L= � Picot, minim 410T11G An[ A• HUHIHAL It I.FGS 011Crlvi!F t;K7' D11t)(IN Uvu,)wjm min cmviG;,m IH1ACitq: :'77�, �T���.,.L 1 I r i I H X17 I 1 1 'ri I (�11, 2 9” �-0 `� : 6 . o or:'4: 9 . 33 - C><SJC1N S1AIroA11n5 CC-ODH 47111 APPLICABLE M*"51(7+5 Or Ay SrCCIrIED dl LEST r/+ nO 1111 V.'.E 7111G / R1 r � .1+125 .140 w1P1 U�1). DLSIGN 41111 Flr•E PETAITJO0 71WITED LLo4'En• �'(�('0••1'GLF1+`"��, I11 I(,,( /il' r� o a a 1zn o TFt - 7o7ss FLA7A iw5ln�u, os- urlau rzstF•;Cirl�eii rr rm v0T0 eu5lnvenon 1-1111"` SPACJNG �4 n„ Irl'( SPEC - JOB: 21161 COLONINAL HOMES THIS DWG. PREPArIED FROM COMPUTER INPUTILOAUS_ & DIMENSIONS) SUBMITTED BY TRLISS MM, TDP CHOr1D' 2X4 S0, PINE N2 KO 15% TC X-LOC L-R: 0.29 5.56 10.44 14.54 19.52 23.96 28.7L1 S BUT CHORD 2X4 SO. PINE #2 Kra 15% n WEBS 2X4 SO. PINE H3 19% BC X-LOC L-R: 0.29 5.56 10,57 14,54 19.67 23.98 26.79 C ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED, PROVIDE FOR HORIZONTAL MOVEMENT AT RIGHT SUPPORT. o SEE DRWGS. 130 & 160/16OA-F FOR •TYP. PLATE LOCATION DETAILS. It (A) JX,1 113 HEM-FIR OR BETTER CONTINUOUS LATEAAL BRACING TO UI BE EQUALLY $PACED. ATTACH WI-TF1 12) Bd NAILS. BRACING " MATERIAL TO BE SUPPLIED AND ATTACHED Al BOTH ENDS TO A W SUITABLE SUPPORT BY ERECTION CONTRACTOR. p ' N rn In J p 1�r•- �il •ILA,,+r,. � '4��1 x. 4 X 4 2 . 5X4 5X7 .3 2 . 5X4 12 2 . 5X4 6.000 ✓� 5.00 JX5 2 3.00 3.00 12 ll� 3X13 - 5X6 5X7 I . 5Xzl I . 5X4 5X9 �v �y 1--4--0 14-6-8 1 14-6-0 1--4-0 10-7-0 1 g-1-o Tg-s-o 1 29-1-0 OVER 2 SUPPORTS R-1454 41- 4.00" P-1454# w- 4.00' PLT . TYR,-ALPINE SEDN-- 2] JGJ FIIFINISll A I:0P.V Ur• HESIGH T0 REV 15.3.4 SCALE 0.2500 AL INE [A611rEEnEO anODUCls. 1+r.. lin-SMS r>EIALIME E%IPENC CAn[ tl 'r I••t l Ail T F_I 1 1 R c x-XIMPORTANTXX STIALL NOT Of luSPol461oLEFVI MYWARNIIvr, 111 TlIE,_jIr, 31¢CTIVT 1"1 l:lnr'`:rr�- 1 _' + 151--6824 I =3 [ C� C� OEVIIII001 From WESE SPECIr ICA11015 Lv+ A11v CEv]A,IIr+ Fr04 OIIACI.r. SEE 'UWT-76', f[,MCIIG NOOU TI>ti55[6' �,c,iolr a n 1, 1+„ © �� �1 © IH16 OE 61fw1 M ,Nr FA1LWE 10 01111.0 WE InU66 IN C01FL%aQICE Q-I[nu,Y Orn I COlir r ,I `�\ Ori i 1 30 .0 -• 1 IL 0�/ 2�/ _]rf Eo lues-.1x11 EEL �� .• �1FlC'•'�p'; (� L WITH Mf 'DUALITY 6TAliUA1D 1);1@O' S7 1153. ALPINE C1IJECTVIs u115 CESICII FCII A(UIII(%UL SPECIAL PEnN.- �� 7�. fes: �1. 1 7 .Il t' ;Ti I::1: W1.1511151 tJP25507 cJ © T 1FE WAl".0 VIVO PPV+ 7O 6406E G,Lv ANIItO STEEL LrLL66 MUT O'1,CI'W FEU)1nE+rEI116. V1IrS OII+Enw]6[ � 1r0• T�[�,x. 4 ALPINE gnEFn+15E s/KwL ¢LrIrC rEannePENIS w AST" A446 G1u(E A. S+OWL IC(I CICPLi""ALL VE LATEPILLr HnILCO ,4Yy1 10 .Cl t FIC 1.:1 . P5D l� API•Lv WW+ECIONS 10 001$1 FACES 11 E,CIT )011e +1(1 LOGAIE A, w],11 PrFLv AYTACI[O ILwOJu 51�E 4111]1+G• T 1 I,r r 1 11 X17 1 I $ i+� [-� S)"Pi. KAn M WIDTH Ant J• IN7N]NIL IAEESS 0T11TYAl STEM+. &It 10H LI IC12q WI TII mGlq CEa1Hc an luut n+c 'T (t' �r -= - {� 1 1 I-I1. 2 J- -0 oTRUSS o Lxslr» s,uo,$as cE.�orW1 W11+1 APPLICABLE P1pv1S1UrS OF AS SI£C/FIFO Ir+ L£SIr/+ p01E11 U:E ,W16 �o.s.�oR!DF.:���;' InJ1:.I A1'. . 33 nos ,Io •1P1 (PC 11, CLSIFII WI III FIAE FETaTuulr 111EAT{0 Lla+nFn._ tRIO It��H r C O =7 t--1 --TPI - IP[r5 PLATE I15111V,C. +k)S • 1111101-L [ESTCJ+51LC1r1[,TI(Y+FCn wDfO:U161n01T1pH rnl( -- SPACING �'1 n" 1 .t't• SPEC- p � APPROVED n CITE' OF ATLANTIC BEACH !- n_ KAf3 ANG & ZONINS, OFFICE . n ��-o��� 2 ?991 v N c�fl F 41 � Z� By CD 0 s 2�m o O D m c E x _ t W i �n O t h L 3 B 4 U � a i � C f`l m -n S . 6 ' 2` 10 ' 2- -L A11 ` � ' 1 1 ' 2` 14 ' 2 ` ❑ — 5 * T 4 ■ 8 �■ �. E37 14' 0' , PQ ! LTi 9 ' - L 3 t31 ri Y Tom- CD 19 ` 6 ' 21 ' j ' 21 ' 2' 14 so , 1®, 62 ' 10' i � V I i9 I I FOUNDATION PLAN L � `i I � I 29 ' 1 ' ASPHALT SHINGLES ON # 15 FELT ON 1/2 ` PLYWOOD PRE ENGINEERED Y TRUSSES 24 " OC � SCREENED VENT Y HURRICANE CLIPS 1 0 2 2X4 PLATES OVERHANG T`(VEK 2x4 GTUDG 16- O , C , 1 `2X8 ANCHOR BOLTS TR " O . C . T-- 111 SIDING 2X4 PT PLATE 4 " CONC . SLAG REINF , FIN FLR . �l�'F I B�ERnEGH J w 12 " 12 " VAPOR SARKIER S ', 2 #4 REBAR I 0 � 0 � bask elegy Ull El Fro„t elev �..��. t � � ` � i ' I ? i i { i I �_ 1ff I 1 ❑ � � = ---� GFS � r i r 5 � r �f ^ V � Fr ff �— 10-101.8 10'10"8 --«� 12.0 12.0 8.00 6.00 T-1 x1'9" b 7-2118 014 — 14'13 8 12.0 n�C1 6.00 12.0 �. 6.00 {� 7'4" �I {+---T—2 21'9" �I N — 14'6"0 14'6"B -- 12.0 12.0 6.00 6.00 r j Tri 29.1 owl � F►— 14'6"8 4'6"S -- 12.0 12.0 6.00 � 6.00 BACK RIGHT 12.0 12.0 F4- 10.7" _�„}� g•1 . #y._ 9'�" -Fi T-4 29"1 12.0 12.0 6.00 6.00 12.0 12.0 4,71 �Qt, +,5110' e'8"� B,8" T-5 29.1 .� FRONT LEFT F- a MASTER y f 7 2- IL ,III �I Ij . fl II II I I I► t� CO m Ij II i II 'I o I' { o I I t I I I' i I I I I N f PARr QA&[ FLL I� 7411 21 '91 P EEAls PIAN 0fiOB MANNING BUILDING SUPPLY FEES 2 5 1991 . JOB: CoII�ka� g Inspection Div. Jac sonville, Florida MANNING LOC: BUILDINGb -. �a sod" ,ia- DESIGNER: KEPI P. SUPPLIES cur