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Jasmine Street 1480 JOB: �.�110�3COLONINAL HOME2 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS &-DIMENSIONS) SUBMITTED BY TRUSS MFR. F",W'-UOR0 2X4 SO. -PINE #2 KO M TC X-LOC L-R: 0.29 5.69 iO. J9 14,54 19.413 24.27 26.79 BOT CHORD 2X4 SO, PINE , #P KD 15% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 5.B2 12.5D 19.33 24. 12 28.79 c ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. ul I... (o 0 RJ 0 V) J-) 5X5 2 . 5X4 I . 5X4 6.00 1 . 5X4 6.00 3X5 3X8 3.00 3.00 — t 2 12 3. 0 3.00 5X5 6X6 5X5 12 6X6 12 1-4-0 14-578_Li 4-6-8 1-4-0 5-10-0- 6-8-0 -7-6-io-o 14-9-8 -8 29-1-0 OVER 2 SUPPORTS R-1454# W- 4.00" R-14540 W- 4.00' PLT . TYP.-ALPINE SEON-- 21JB3 FURNISF] A COP� OF rvijS DESIGN TO ERFMOH C01,1TRACTOR REV 15.3.4 SCALE 0.2500 'L"IME Lmly]"Etrito pocu r, Etc. REOVIRC EXIAE-E c ARE AEF R151-6824 -xxIMPORTANT-xx fa"U Nol M PEf;pc#cIB1LEcF'VA k4y WARNIK "'N'L615"Et'loUnG. EPECTIM inri oTr'-',0—"'r OESIGN LA[ r:TPI Fn AM DEVIITICIA FnL*i EpaCIjJs.RE 'OWI-76', U)nACI?rj WOM 7nLi5&[&- \��C'Aoti 0� c= Tills VESISN CR WO $AILLFIE 10 DUILD TliE TT#A9 IN CCOO:CfOLUCE CV4V9A-Ry AJU FEE;044�00ATICW-TPIJ TC LL 30 . 0 P�F IIATE 09/22/90 .......... WITH 111E 'OVA-L"y s"A"E'Ano q$'U' By 1P], ALPIW CUMECTUX; T1416 VCSIGH FOR AWIT10f(AL SPECIAL pfnHA- "k- ;i), rc 111 7 . 0 PSF OAVIG �TCUSA451 90265015 r--1 ARE MINUFACIVIED FF" 110 5ALCE rALVAMIZED 51EEL UtES6 NEUT DRACP46 uricilwisf, ALPIN C�3 Of1tr"ll5E G?iQWk NEEIViG PECIUMEItHIr OF ASIH AAJ5 Vure li� R V4( TOP CfKfo 5MLL BE LAIEAALLY BRACED 13C OL 10 , 0 PSF HC-Et,iG FSO = APPLY Mt4ECIDRS 10 BOTH FACES AT EACH JoIril AJAD LOCAft AS WITH PROPEFLY ATTArICO PLI�OGM WfEilst]"G TOT .LO 47 . 0 PSF O/A L -1-0 TRUSS = SIK)W4. DEM11W. WIDTHS APE VW"INAL toiLErG 0111EINI&E GjoVj� DOITCH UWE)V17H RIGID fEIL1iG(A Kucp� EN. 29 MSIGN SIANDIRDS CC"" ITH IPPLICAL141 PPOVISICtIS OF AS &FfCjFIED U4 MSIV, 00 Not use Tills ocG 04) XTPI (ni). ",u�I........ DUR.FAC. 11ESIG14 WITH FIFIE I'VArOkIT 11;FItEo LL").-Ft. I ". 410 --lVI - 11VUS PLATE VfGIUEI� COD C0ll9F-WTj0,j "I...... SPACING 2 41 IYPE SPE C-- „,.a B: 21179-CMNINAL HOMES THIS QWG. PREPAnEE) FPOM COMPUTER INF'Ur (LQAOS & DIMEN!�1(11,15) SUDMITTEP BY 1-1`41,155 Wn. TOP CHORD 2X4 SO, PINE #2 KO 1.5% TC X-LOC L-R: 0.29 7, LIB 14.54 21 .130 26.79 :1 GOT CHORD 2X4 SO, PINE ” #2 KO 15% WEBS 2X4 SO. PINE #3 M BC X-LOC L-A: 0.29 7.118 J4.511 21 ,60 2B.79 c ALL PLATES ARE CENTERED ON JOINT UNLE55 OTHERWISF INDICATED. SEE DRWGS, 130 6 160/16OA-F FOR TYP. PLA"TE LocA'riON OETAILS. 0 RI c) V Cs' J 4X4 2 , 5X4 2 . 5X4 6.00 6.0 0 3 5 3X5 I , 5X4 5X7 I 5X4 29-1-0 OVER 2 SUPPORTS A-145d# W- 3,50" 3.50' PLT, TYP,-ALPINE SEON— 21J79 N r-LIFINISPI A 1':OP( CjF' 1111�-, -to 1,111 r:I,[(it I CI&I'i[It,C I ol'! REV 15.3.11 SCALE 0,2500 PIK ENGINEEAED 171100LICIC, It ;:1u5SZS IfOL-InE FXIRE-E CAllf "�"''�"i,It_ 1,TP1 Pf I' R151--602.,12 "; WARNING 9 C=2 r� =1 X X I MPORT ANTXX 5l'AL L N01 UE RESPQ14GIDLE FL. All( C=� DEVIA11M Fn04 114ESE SPECIFICATIC145 CO MY 0EVIArl0ft FMW [JRAC�)JG&rE 'BWI-76', lIjQA[*,IlAG Wwl) 1"USSIS 61' '30 Q 09/?2/SIO xv C=:) 71115 UEGIUM U41 A14Y rAjl,t91E 10 WILD 111E TAUGG IN C(;0F(WlMAtCf CA-f1g.., k4Q 11 BE[ -'rk" C=:) WXIN 10C "01jAL11Y GJAPiDA110 USIDO' �;Y IPI. ALPME CMIJECIM.', 11116 OESIrli fi�fk AtU1110101. �PECIAL Ifl)IA, . !'�% 7 MUSA151 90?r,5010 24 z C= C:--) ME MAIJUVACNAE11 I RU)A 20 GAUGE GJLVINIIEV ClEEL VIL59C 14111 EYIICII15 fCVJIl1b4EllYC. IMEGG QfllEf1wiE[ f 110.341M I I HC Lnf FSD ALPI OTHEMKISE silowi. mccrific OF 151)4 IJ45 GJIAEC A, 5110',44, 7OF1"M 511ALL V. LAIEFIALty OflACE0 r A9�LY UJUNEC70fig 10(3071?FAC:E�, Al EAC.11 JUPIT 1140 LOCATE AS %Wli Pll0rER.Y AIT�_40 Ft.�000 SlfEITHJUG, p 9 .1101-114. BEARING RI(M6 114E 4' NOM311AL WILESS 0 011014 Cl"10 w1lll 14FAD(XILIM;OA PnACI 1; 40 DESIGN SIARE)ADIJ5 CUlFrUlk %qjfH 1P;'j.jCAZl,E "P 5", SVECMEO Oil DCSIr4J M 1XII Ly;E N" T Rus 1 . 33 P I T CH 6 . 0/ 12, -Hos 1140 .7pi IPCI). DESIttl Wifil FWE Ff(AIV)dI41 7PFI]ED Ll)Iq)EjlIS I - -T01 - I�LKS�tLAIE �JMSMVIE. 1jus - ljlllolu� I Allul Pon WwLL()�cmu�TIO�L SPA(,I MG -),1 0" C,C)FIN jOld: 2A 180 COLONINAL HOMES T141S DWG. PREPARED FROM COMPUTER INPUT (1.0ACIS F, DIMENS Su[IMITTED BY TnUq.s HFR. TOP CHORD 2Xll SO, PINE #2 K 0, 15% JC X-LUC L-R: 0,29 7.110 1,1.5d BOT CHORD 2X4 SO. PINE #2 KO 15% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 7,40 IL1.5d 21 .-IF) c ALL PLATES ARE CENTERED ON JOINT UNLESS OTHEPWISE INDICA'TE0. SEE ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCArION DETAILS. ul 0 cn 0 cn 4X4 J2 2 . 5X4 2 - 5X4 5.00 12 4 0-3 2X4 40 I . 5Xzl 5X7 7:j- 2X-1 1-4-0 21-9-0 OVER 2 SUPPORTS A-JJ09# W- 3.50' R-JJ09# W- 3.50" PLI , TYP.-ALPINE SEON-- 2JJ80 FURHISH A OF: Tlll� DF,-316311 '10 1111-11frOM r�iA":I(I i REV 15,3.4 SCALE 0,2500 ILP1W EN viE5nEo Priomcm tit T -ES FIEVIJIRE EXIAEIiE CIAE 1.11 Tpl L r-1 C= XXIMPon'r AN T Y x Sit' L Not IJE nESPO14151RE FM ANY WARNI NG W(L I EFIECII-41 ANO <,� ION 11 DEVIATION rAOM litISE SPECIFICA110115 (W lily DEVIA11011 FllOH ElllAC)Pr,.SEE "FIWI-76% 111RICIPIG WOOD TIIUSSE�5 -,�) ...... 30 . U 09122190 N f—I 71415 tEgIGH CA ANY FAILL�E to OUILO 111C TRUSS IN COlFCnWfiCE CA—q:Nj"ly VID ft:COPl4Eljt)ATjofr-TPIl rLE at IPI. ALF114E COIRECIORS 71115 DESIGN FOn AW17101LA1. SPECIAL PIRMA- 7 .0 90,;165016 E= li WtTll Iiii! 'OVALIIY 51ANDAVU Ck: C= = - klIF MANUFA(;TLPE0 F NUN 20 GAV(�E G)LVANJJ�O SIEEL Vll,t5r, Kitt EVILEDIG FIEWIPEMENTr. VkEsr 01I.EnWISE -1 0 . 0 F C----0 ALPI�l C= 0 O'EANISE SliOwk MEElIfIG FIEWInEMENIS Cf j514 A446 GRA[E A, S'K)10 1. fC41 C10V SIULL 01 LA7EFIALLY DFIACED -- A$FIL Y At FIC11 JQIHI COJI14ECIORS 10 EQTN FACES AND LOr.AlE AS W1111 POOPEFLY ATILCIED t17WOUL)SNEXII-IiiG. I I It d 7 P 1-9-0 &HOWN. BEIIIING WIDIMS AnE 4* NOMINAL thillES5 011-lEnwIci Silo "LITTV,CHDFIQ '(1111 FkjGj0 CEILING Oil PnICING r I A PECIF)ED 101 um INIS .......... PITCH - . 0112 TRUSS DESICN SIANO,qjS Collranm wIrN APPLICABLE PROW151(Dis OF q 04 M$194 00 .1 . 33 6 E=, c::-_] NOS INO AIPI (PO). 11 w"ll 1111-111!iT�Lll—"Illllr)L!t!11�111 - 1"sillullE.. mos 111110tul, rfslr,#.A. griCIFICA1101 FLV4 wQ-)O C016191L)C110,4 SPAC I HG �'ej .0 JOB: 21181 COLON',.NAL HOMES THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFp. TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-R: 0,29 5.56 10.4d 14.54 19.52 23.96 2B.7c-1 BOJ CHORD 2X4 SO. PINE #2 KO 15% WEBS 2X4 SO, PINE #3 19% BC X-LOC L-R: 0.29 5.56 10.57 14.54 19.67 23.98 26.79 c U) ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. PROVIDE FOR HORIZONTAL MOVEMENT AT HIUHT SUPPORT. :0 SEE ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. I, (A) 1>�4 M3 HEM-FIR On BETTER CONTINUOUS LATERAL BnACING TO Ul BE EOUALLY SPACED. ATIACH WITH (2) 6d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A (D SUITABLE SUPPORT BY ERECTION CONTRACTOR. 0 (n 0 0- 4X4 2 5Xzl E5 X 7 2 . 5X4 12 2 . 5X4 B.00 6.00 0 3.00 3X5 3.Q -3 X 13 — 12 12 5X7 I xz1 15 x 6 i 5X4 5X9 10-7-0 T�g_ 29-1-0 OVER 2 SUPPORTS R-izl5elg V1- 4.00" P-J15LI# W- "1.00, PLT . IYP,-ALPINE SEQN-- 2JIBJ FfIfINIS11 A ['()[:'Y (IF T111" I IF"S 1 G 1-1 T I) f I I I-i f:I H I M r 41.11 FI A I-I )I PEV 15.3.4 SCALE 0.2500 'LoIkENE1,6114EPED P11M)CIS, PC,, ;;l[J�SES FE(P1,110C EA1PEltE CA"t - - - 1 1 TPI 0 F R,151--60244 =1 C=) xxIMPORTANT-xX 8MALL Q) BE RESPONSIBLE FM AN(WARNI NG a HAfECI 1C. EAr.Cl 10ti 1110 - lfIf":'-`i�' DEVIATION FOON 111ESE SPECItICAIIOI?S DO A14Y EIEVII71041 FAOH BIUCI?r, SEE 'UWT-76% (13"CiliG WOOL)IFILISSES! 1."Dom 0 30 1) 09/22/9f) IWIr f)frlgfl On ANY FAILURE 10 MILO FliE InQ96 114 G010MMA110E Ct—IfIffUly �417)i1EC0t#4ElJ0ATlViS--TPII UE c.::) WIIH THE -OVALIIY SIANDARD OS168' BY IPI, ALPINE CMIECT(VS MIS DEGIC4i MI Af)Oj7ICVLQ SPECIAL PUMA- 7 [ICIJS%l i -f-7 A r—I IRE �Aili.VkrT "ED F;tL" Q GAME r�ALVAHIZEO GIEEL UtLES6 flilit flNAC;IIW, FELIUMEHEHIS. UX-Es wnwISE Wt. kCETING OF ASIM A446 GRACE A. SJ IOV4, 10P��ICPLI 514ALL K LATEFIGALL1116AACED 12 141W4'-'*" I,: 1 0 CI HC I- v, F 5D u -40 1 — — ALPIN OAlf"Y 'SfCW`1'E'ColDAS la EQTH FArES AV EACN J01141 110 L0(',*1C AS Willi PilOPERLY ATILCiED$l.YwD3O S"E"INING. PrIL d 7 11 1-0 qflO"". DEATIIM NIb7KG LRE 4' HUNINAL 1XILESS 011'Cvrfl�� SI1O%J1'1,j 11T111 111011b Willi AIGIO CEILING OA PRACINC --- TRUSS DESIrN SIAHO001, CotWonlf Willi AXPLICADLE MUVI51015 S�"Jrje() of 1 M5104 00 I'll 111c 7"Is " 011. 0 33 1=3 -NDS Itu -1PI (KI). DLSIP4 WI IN F I�E PETAFOU41 111EATED LkWfil. ""Z� r-1 c=1 JIG\ ---lPI - 1PLPSS P1.1111 11�5111UIL. NOS��L41110101_ M$(&I S'jC)f)CAjj0))![n WD,)j) SPACING 2d .0 SPE C-- job, 21177 CQ! GNINAL HOMES , THIS LMG, PFIEPt,nEO FRQM CQMPUTER INPUT (LQAO5 f; DIMEN(SIONS) SUBMITfED EkY TRUSq MFR.— TOP CHORD 2X 4 SO, PINE ' 112 KO 15% fC X-LOC L-R: 0.�?9 5.7 1 10.W/ 16.).CIA) AI BOT CHOPD P X,1 50. PINE 92 KO 15% 0 WEBS aX4 SO. PINE 93 19% BC X-LOC L-R: 0.29 7.43 14.32 2J .46 c ALL PLATES ARE CEN'TFRED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS. 130 160/160A-F FOR TYP. PLATE LOCATION LILTAILS. ul 1--A vj IQ al I ul 0 4 X 4 CID �'j 5X 4 5x K% 2X4 2X4 12 6.00, 6.00 2 , 5X4 5 x 5) 1-4-0 10- 1-4-0 —21-9-Q OVER 2 SUPPORTS R-11094 W- 3.50' Q-11090i W- 3.50" PLT. TYP.-ALPINE SEON-- 21J77 FURIII�Jf A CQP'Y OF -'HIS 017,51,5fl TO ERECT[citi COHMAC[Cifj REV 15.3.4 SCALE - 0.2500 A11INE ENSPILEMED -DOD ;p -q-' REWITIC, ElIPERE (;ARE C=:? C= X-x1 MPORTANT*9 511AU HOT OF PfGWINSIBL,,-;� WARN11 K fJU`,l0VFMt0G. 1PEMON MV ar.VIATION rMOW THESE SPECIFICA,I f) IJS On AW OLVII71014 97'1 ORACIIA -;EE 'RWT-76'. fCRACJfK, .(JcjD TRUSSES, , ��) ........ �?, , - L= TRIE DEFIGN On MY FAILURE 10 OUILD WE ]SUr;5 IN C;CFbA_ACJ COHKIllmlY `.NO RE.cUkvEl1UAl1c..r--TPIl. EEE 0 30 0 WITH THE "OUAL11Y STANLIAllp 051J18' BY 1.P1- ALP114E CEIIICCIOW MIS VC91GN FOR AfX-1rJ(vUL rPECIAL PEPHA- f % .. -1 , dA -% - i1CIUSM51 EO MDR 20 60GE GILYANIZEL) STEEL Ut4LES'll 11CM MACIIIE,VEOUIREHEIATS, L14LEU 01MERWIGE cl:: HC FSO ALPIN 11HEPHISE RIJOH", HWIN; PEOVIREHFNIS OF AS'" LJ46 CPAEE A 't rim I it"CiN)VI)S41ALL VE LATEMLI-t BRACED APPLY CON14ECIGHS 10 BOTH FACES 11 EACH JQ0101 AP40 LOCIT5 4' '411" RR`!FfR-Y AlTAr-tfD F'L)40UU$t-L- R T ING. d 7 , c 5HOW4. eEA913PIr W101145 ARE J* NOMINAL UNLEGS k MERYME SIVJM4 UU110A 04DRE)will' RIGIO,CEILING On DR JPIE '* , -1 C= TRUSS c:3 (,3f 51 CH 51 LHOA7111S COMF ORR WI I H APr-.1r.ABLE' PPOVISIL"S AS Flo 101 -j5F."f:HJ& to -1 c 1-1 6, oT'--- O(,L =1 Ucsl�, I r a ,o5 itio -ir-i fpco Wl M F E 16NflMl 1AEATFE1 I UMDEn. C=) c= c_-::p = = -.11IL195,OLLIE 1115-:1UT!, IU�� attl0lulL '04 1:01 F 0 o� 4pA IISII —'s , c4. 30 40 M rim ol M C% LLJ L) < 0 D- 0 LL- F- C,- h bv �7 ul cr) > 0 O= C) wM "5�? Q CT) CT) IL C)) ca fL IL Ljj C:) . 01 . 29 . 01 . 09 . 2 . 12 T I F, . 9 01 G T T 03 F --- ------- A7T ro vl 11 Ff OT FOUNOATION PLAN j/ ,, qIll 291 O's M,( ne, ASPHALT SHINGLES ON 415 FELT ON 112 � PLYWOOD PRE ENGINEERED TRUSSES 24n OC SCREENED VENTY HURRICANE CLIPS tiom Y 2 2X4 PLATES OVERHANG TYVEK 2X4 GTUDG 16- O ' c ' 1/2XB ANCHOR 90LTS D . C . T- 111 SIDING 2X4 PT PLATE 4 " CONC , SLAB REINF . FIN FLR . W/FIBERAEGH 4 12 ' 0 1 12 " 112V VAPOR BARRIER J 9 2 44 RESAR ja,� oc- ---I r--- L-----------i back elev LILI 00 Front Blev 0,,�) C60 C, V� Li LL co �14 CITY4 A) 13LJIIF ATLAONT)C"%Er-4 C MAR 9 199, rn o,c 10.10-8 10-10"a 12.0 12.0 6. 0 6.00 1.0 T-1 21'9" 14'6"8 12.0 r:,.o o 12.0 6.00 1-4 7*4" 21'911 T-2 14'6"8 ---+'*— 14'6"8 6.00 12.0 00 — 29-111 T 3 4'8"8 12.0 12.0 8.0o 8.00 BACK RIGHT o3.da 12.0 12.0 10*7" —T 4 14'6"El 14'6"B lk 1!2.0 12.0 8.00 6.00 0 12.0 12.0 t�w 61811 +16-1 O'b+'a 6-8" H- 6'8" 29-111 5 FRONT LEFT 3.564 SHEErt QUM 9-2t-00 J!=! STER MASTER �os cy-) x" "-, t6 3' T 19'211 2- 12' ---- ---- - --------- ----------- CV) 0 - -------- ---------- 04 PAKr WALE FILL 7#4k' 21 '911 MEEARL v E W ls pgn Ofi OB F E B P, MANNING BUILDING SUPPLY . Inspection Div. JOB: COLIblAkg k A�ffjgjje Flotida 8/12 Jac Sony, INNING p[rojit BUILDING 0.H. s El LOC: rZE DESIGNER: KEN P. SUPPLIES- SQ�CUT -�!Qq: 21183 COLONINAL HOME2-- - THIS QWG. PREPARED FROM -COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. F'TOP CHORD 2X4 SO. PINE #2 KO 15% TG X-LOC L-R: 0.29 5.69 10AY 14.54 J9.48 24.27 26.79 BOT CHORD 2X4 90, PINE #2 KD 15% WEBS 2XA SO. PINE #3 j9% BC X-LOC L-R: 0.29 5.82 A2.50 A9.33 24. 12 2B.79 c (1) ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. 10 SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. Ul (a 0 Pi V, 1,�� 0 5X5 U1 2 5X4 3X 16 i 5X4 E).00 1 5 X 4 6.00 3X5 3XB 3.00 12 3.00L�� 3.00 3.00 5X5 5X15 12 5X5 12 6 X 53 12 1-4-0 14-5-13' ji4-6-8 5-10-0 - I -6-io-O -7—4---9 4�-1 A-8 29-1-0 OVER 2 SUPPORTS A-14540 W- 4.00' A-145di W- 4.00* PLT, TYP.-ALPINE SEGN-- 21JB3 FURNTSH A COP� OP THIS OESIGN TO ERFMON COI,I-rnArIOR REV 15.3,4 SCALE 0.250D LqIw emaimEnED POCCLCrr, INC. ;OUGUS PEWInE Exi.E%E C"AE I I -XXIMPORTANT-X-x SIULL NOT BE R(snksIBLE Ftil Auy WARNI NG N HAtWN6. EPECTION VID DES[GN CFI[ f:TPI AEF R151--6824 DEVIAtIEF4 rPON IMESE SPECIFICA1 I UtEj QA ANY DEVIA710H FRDH BRACIIr-SEE %Wf-76% Q)R4CIfJ5 9000 TtX)5&E& U15 VESISH ON ART FAILL14E 10 MJILE)THE TRAS IN CC*4fVF*WC:E C�IITARY AP4) SEE 'r C L L 30 . 0 PSr DATE 09/22/90 - TC ril- 7 .0 i�SF UAWG 1`1CUS11151 90265015 r= L--) VITH THE *0UALI1Y SlAhOAPO(IS188* BY IP3, ALPINE VC*4NECTOCIS THIS VESIGN FOR AMIT10HAL SPECIAL PEAkA- E--I r-1 ARE kA"ACjL)RE() FPK.X4 20 5AU&E SALVANIZEO STEM JX4_E:E;G H0,Y DRACIHG LtILESS 011frRWISf OTHEPAISE V*Wk t ALPIN NEEIVIS r4ZuU1F1fFkNIG OF AVM A4945 9PACY A. PKMR MI ClUO SHALL BE LAIEFULLY BAACED BC DL 10 -0 PSF TIC-E�IG FSO A.PKY CORACCIORS To 130IN ILCES AT EAr>j *IHj AN11 LOCALIE AS WITH PAOf1P1 Y ATTAC4fD PLV�q"G$�iEA?HING, .�41ywj 6 , 9-1-C) TOT -LO /17 .0 PSF O/A LEN. 2 SHOW. K"QN1. RIDTflG AFIE 4' NOMINAL LcLESS 01HEINI&E SHO%&J. DUTTON 00 WITH RIGID CEILIW,CA BRACINC r---1 0" TRUSS MSI" SIAH�APUS COWDM WITH APPLI(:AUL[ PAOVISICS CW AS Ej%CIFIW MrSIGN, 00 fur IME THIS ............ OUA,F AC, 1 . 33 N06 Am XTPI (Pci). CfSjS?4 WITH FIAC PETArCAm7 111EATED LL"Xn, CZ0 'T '. C-- ---IPI - InVUS PLAIE INSTITUTE, 'ADS - 141110taL C$SItyl Sr'CCIFICA1101 FCA w0cm�COIGTRLCTIO" $00, [SPACING 3E SPF 21179 COLONINAL HOMES T141S QW13. PPEPARED l"ROM CDMKITER INF,u-r (LOADE; & DIMEN�,IQNSI SURMITIED BY TRUSS MFR, TOP CHOPQ 2X4 SO. PINE #2 KO 15% TC X-LOC L-R: 0.29 7. L16 11I.FJ41 21 .(50 28.-Ig BOY CHOHO 2X4 SO, PINE B2 KD 15% n WEBS 2X4 SO. PINE #3 J9% BC X-LOC L-R: 0.29 7.48 14.54 2J ,BD 213.70 c (13 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICAIED. SEE DAWGS- 130 6 160/16OA-F FOR TYP. PLA-TE LocATioN DETAILS. ul t�, ID I 0 cil 4- 4X4 2 . 5X4 2 5X4 6100 12 12 6.00 40 3 5 3X5 I 5X4 5X7 I 5X4 1-4-0 14-6-8 1 14-6-8 29-1-0 OVER 2 SUPPORTS — P-14549 W- 3.50" W= -".50' PLIA, TYP,-ALPINE SEG�J-- 21J79 FURNISH A )':C)P( bF MH, fjr-'Slul-1 10 (A-0 f"'I HIII Ct;w'i fl",(:101, REV 15.3.4 SCALE 0.2500 At�PIIIF Ellr,]NEEDEU PAIDDLICTS, 114C 'LlapIPE 5�111E-r. C" T: I�TPI 1�1` I- F C= C=:) -xXIMPORTANT)()( 5iALL NOT (lE AESPOHME rW v,,e WARNI NG EfkfCIIfjfI AND -,t of-_ r--1 = I, C�3 f)EVj1TJLVj FROM IWESE SPECIFICATIONS 09 IlAY DEVIATIC101 PfiO" fl[UCI#JG SEE '13WI-76% (UFU(:Il* W011u lllU5,EE5- )� -1-.1- ;p-, f; � I 09/22/slo cz�-- cz� = 11415 OESIGN OR ANY FI]LU14E 10 UVILE)THE. IAV% IN CQIFLWI�WICE CISOUll"ll �40 EEC Q; �j I F/C.".. 0,",1. 1 r---i Willi THE '()VALIIV SlAkDA110 US100' 54 JPI. ALPINE CtyfifClfflt� 31115 PESICH FCA Aft,1111011,11. tPEUIAL PfFlHA- 11CUSA151 goer's')to 24 &TIC WAHVFIETU0EC) FFkOH 20 rIUrE CILYINIZE0 V$EEL UlLtl;f� 14,141 DRAC11115 011-101-16C 34 4 OTHEP1415E SiOKII, NEETIFIG ACCUIRCHEN7S SF A�;)M AJ46 51UCAE A. S)0',dl. fOP CICK) Sit&Ll. M 1.41111A1,1_1 BRACED .1 0 FED ALPIN LP�Ly CC lj'E'C1.Wj 1...Ill 1ACEv IT EACH JOJNIH�fnli] L(E)(�,.A;,:��ASJ fW1111 Pl�OPEJRLY AITN�lf()FILYWWO 511CLIMING. T j_: ;1�7 1 1, 17 . 29- 1-0 64OW4. 5killIfIG 1410105, ARE 4' NOMINAL 1,01ESS 01 41C 4. �()j .H fir�AEJ N& 40 1,ATRJSS 'I E=:) Q'E' CiVID Willi WGID CEILING OR TRLO 51(5N STAICAPOS CONFJ�g WITH 10PLICASLE PnOYISICA14F or AS 4,VECIFJEU (Al EX5194 W 0111 V�F THIS .......... 33 PITCH 5 . 0/ 12, ."Os VIE! k1pi IPCI) OESIGH WIIlf FrIPE AETAf,0414T IPFAIED 1,L)AVER, ilt�, Oo —-- r-1 cmr--) c=) =3 E= r-71 qPAC'j rlC-; 2A .0'. I E. .1105 - 1011olvi- —Zm co�swucm, ..... COHN- JOB: 21180 COLONINAL HOMES THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS & E)jMENSjOtic;j SUBMITTED flY 7AUss mFF�. TOP CHORE) 2X4 50. PINE #2 KU 15% IC X-LOC L-R: 0.29 7.40 1,1.54 21 .,Ift :E B01 CHORD 2X4 SO. PINE #2 KD 15% WEBS 2X4 SO, PINE #3 19% BC X-LOC L-R: 0.29 7.40 14.54 21 .45 c ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERW15E INDICATED. SEE ORWGS. '130 F, 160/16OA-F FOR TYP, PLA-TE LOCATION DETAILS. ul J a) 01 cn 4X4 12 6.00 2 . 5X4 2 . 5X4 C� J2 4-0-3 2X4 of I . 5X4 5X7 2 X,� 1-4-0 14-5-8 17-2-8 1-4-0 21-9-0 OVER 2 SUPPORTS R-1109# W- 3,50' R-IJ09N w- 3.50" PLI. TYP. -ALPINE SEON-- 2JJB0 f:URN I eEH A 1�OP Y E)F- T V1 I c. I G.1 1 f,I I-Y,I f 0 M C 01 lHA i:i H, REV 15.3,4 SCALE 0.2500 P 11111 EN 314LEPEO PACMCIS, VC. lNus"Es rcojlRr E-Ir-EHE CLnE L UO 6 01 G ...I....... 4 TPI --602413 C= 1-1 C=) C=) — )(-XIMPORTANT-x-x9-IA L TGIJE RE P iSIBLE FOR ANY WARNIN � IN IIAIVLP*. EDE�:Illfl INU 1-1 C=:) DEVIATION FROM THESE SPZCIFjCAIj0t45 C41 1HY DEVIAIION FROM �B.T-7G% (E)RlCjjr� WOOO T11LISSES I ........ 30 . 0 09122190 c_-:::) I=) THIS DESIGN 00 ANY FAILOFIE 10 WILD 711C INU65 IN COWDRHANCE CA�KNWIY vAD FEE91,14ENDATI(Yr—TP11 FIL O;k", E=D WITH II� 'GUALIIY SIANDAnD O,;IaJJ' BY IPI. ALP114E Cr,'REC-TOFIS THIS DESIGN FOR AM111010L SPECIAL PERHA- 7 . 0 AFIF: MANUrAMWICEI FRL)k 29 GAUGE 6OLVAN17EL) STEEL VILE66 NFUT WICINE.TEDUME-EHIS. U�LE55 UILIEP-ISE lo.3� 9 1 '10 . 0 i- Fic r i F 0 C--)AALPI Or"ERNISE sliomil MEETING PEGUIAEMENIS Of A51H AJJ6 GWC A, SI XMI, foP CIU4)5lt4LL LI: LATERALLY BRAtEo It APPLY COHNECIE915 10 BOTH FACES AT EACH JOIH'I Af�O L-.All I'll �MI,,,PROI.-Y A111,C111);t'WDGD SIlC4THII*. 7 , 7 i,—T 1-9-6 C=n I T te ""Cl"S 0 0 'ARE 4' NOKINAL k*4.EGS DIHERWI! T OF! HE; FH WN. BEIRING WI 116 0"10 WITH RIGID UILING OR - THIS TRUSS — CIES16" SIANDAMS COHFOnH WjrH APPLICABLE PROVIFIONS OF A5 SPECIF)EO DI DESIGN DO IAII U5EIIIII F—I 1=0 11 "'Ir 11111". 1 . 33 PITCH 6 . 0/ 12 Jos AM XTPI (PCI). L)[Slrll WIM FIF;E fflAPDA)IT TnEtIED LUJk�BER,S cm ...... PI - TALI$5 PLATE INS111ME. 1109 - NAIIOI-L MBIC41 SF-LCjrI.slII0I FOR WDID C01151AUC1104 SPAMIG 1 ,0 C 0 I'd N-- JOB; 2118i_CCLONINAL LLQMEj_ THIS OWG. PREPARED FROM COMPUTER INPUT (LQAOS & DIM-ENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 50, PINE #2 KO 15% TC X-LOC L-R: 0.29 5.56 10.44 14,541 J9,52 23.96 28.79 :1 BOT CHORD 2X4 So. PINE #2 KO 15% 0 WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 5.56 10.57 14,54 19.67 23.98 28.79 c ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERW15E INDICATED. PROVIDE FOR HORIZONTAL MOVEMENT AT RIGHT SUPPORT. SEE ORWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. (A) IX4 #3 HEM-Fln OR BETTER CONTINUOUS LATERAL BRACING TO 01 BE EOUALLY SPACED, ATTACH Wl-fFf (2) 8d HAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT B01H ENDS 10 A SUITABLE SUPPORT BY ERECTION CONTRACTOR. Gl Ul 0 0 4X4 2 . 5X4 X 7 2 , 5X4 12 2 . 5 x 4 6,00 (A) 3X5 3.00 3.00 �IXB J2 -9 x C) 5X7 I . 5 x 11 1 . 5X4 5X9 1-4-0 14-5-8 1-4-0 7-0 r—9-T-_0 I- -1-9-5-0 --E�--I 29-1-0 OVER 2 SUPPORTS P-14540 W- 4.00" A-14540 W= d,00' PLT . TYP,-ALPINE SEON-- 21181 FHAPHSH A COPY OF lilfc, OFS(C.111 ff) H:10'�'THJN rtltl-ITFIAI'1014 REV 15.3, 4 SCALE 0.2500 ILP)HE ENLINCEnED OnDOUCT, lf�C. VISES woujnc ExIar"t CAM P151--602 cz::� r I,; — x-XIMPORTAINT-x x SNIALL NO) BE rq5PONGIBLE FVI my WARNING 11 Hurtl ERECTION hHo I= C= C�:J DEVILI loll FfjoX INESE SVECI-I CAI I ONS 00 A14Y MVIAFIOIA FROW OIlAC:jtAG SEE -Uwf-76+. ILIPACING WOD[I If1t)SSES' ll"7'108 8 c:- t 30A 09/22/90 I= TWIG VFrIrN 09 ANY FAjLLJJIC IQ 9(j$to 7�W 7AVOS IN C019tANANCE �:LIH�CHTQIY "IU LEE c::D =j WITH IVIE 'GUAL11Y SIANDARO 051613F 5Y IFI. ALPINE MaIECYCOS MIS DMP4 roA ADDITMIL 5P;'111AIL PfnHA- V 7 ,A r--1 IAE �APKALCIUREO gFUM 29 GAUGE GALVANIZED 61EEL UMES5 l4ENf BFIACING, FCOWIREME1115, UN-E&S 07KffiWIrf .14 C uv, FSD ALPIN OrytFIWIEZ 54VIXt qVING PlEOUIREMEN15;OF AS114 A4J4 �;P.Atlf 4, 51 0dt IVA C�CFU SHALL BE LATERALLY 6PACED .1 0 . 0 H APT�LY CC*iNECjORS 10 BEITW FACES AT EAC14 0011if AIQ LOCATE AS wIIH PAOCIER-V ATIACIED F`L�QQD 5AEATHIM6. 4L# I Z17 cz:n W4 VeLnING W111TH5 APE 4- MOKINAL UNLESS ONKFIWIV SlVvi- DOTMH 1:1010 W1111 RIG10 CEILING OA BAKING TRUSS 0ESIG)J SIlNE)Af&D5 EL4WOAN WIlli APPLICABLE PArJVlSI()NS OF1 AS SPECMED 114 (XS)Gfl 00'UT UrE I'lls 1 . 33 -NOS Luo kTpz IPCI). LSILN W�ffl F:19E F�ETAFUANT IIIELIED LOHC�ER. r--] C= —TPj . JAMS PL&IE INSI LlUll.. 1105- U-1101tAL CESIC41 SPECIFICAff011 FCV-030 MCMUC110ft SPACING 2d .a SPE C-- J087, 21177 COLONINAL HOMES THIS M46. PPIEPI,RED F-P,.Q.M COMPUTER INPUT (LOADS F, MMENSIONS) F��iomj'rrFQ BY TAUSS MFn, TOP CHORrl 2X4 50, PINE #2 KD 15% IC X-LOC L-R: 0.p!) 5. 71 10,07 1C.)-04 BOT CHORD 2Xl SO. PINE 92 KO 15% 0 WEBS 2X4 So. PINE #3 19% BC X-LOC L-R: 0.29 7.43 14.32 2� .46 c ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. Ti SEE DRWGS. 130 S 160/16OA-F FOR TYP. PLATE LOCATION OETAILS, ul ru 0 t- 4X4 i 5X4 1 5 X 4 2X4 2X4 12 2 )o 6 6,00 0 7� e� 2 , 5X4 5X5 1-4-0 10- 10-8 LIO-10-8 1-4-0 k%--� -- -- ----4 —21-9-0 OVER 2 SUPPORTS R-JI094 W- 3.50' R-1109# W- 3.50** PLT. TYP.-ALPINE SEQN-- 21177 x FI-IRfIlzH t- ECIP'f [)I- -HIS DESIGH TO [-:RFfTIC-jl,) C0lJTR,%CfCln REV 15.3�,l SCALE - 0.2500 ALPINE ENGINLEPEO -FIDUUC;C5� ItVC to -4:5 FtQUI)FIC EATRrkE CAPE r P,I p 151—68241 XXIMPORTANT-x)( SHALL NO bF PESPOBSIBLE 41 1 WARNIING I EAECTIQH kill) e�,, IDEVIATILIA FMOM IkESE SPECIFICATI0146 OR AIJi CILVIAIJ011 F7'1 fl�UC4E:(dT3�%E *BWT-76', (DRX(:IIr.FWOClO TULISSE5' "",\,. ...... 30 . (1 09/22/90 tFU,_iHA,CI C "I A C=:) THIS OEGKII OR ANY FAILURE 10 UVI�C)THE 1RU55 IN CO AND RECOMI'VIVATICII - 11111. SEE , q- WITH DIE 'OUALIIY "AHOAAD 05IBEI' Elf T.Pj. ALPINE C(flik-MV-] mj5 vE.sirn FOP ADflJIJf>IAL 5PECJAI. PfnMA- (A; &IIC kA)IUFAGIU"EV PRO14 29 C;AUGE 5ILVINIZEU SIEEL WILES'l IJEIIT knACING REWIFIEMENTS, 04LES5 QfwERWI6E ; 10 F 55 Al-PIN OfPIFPHI�E SHOHII, KEETIN�, PEOUIPEMENIs OF AFIH L446 rRA[f A SIOMI, TOP 010M 5'IALL BE L67ERILL( VA4LUO APPLY CQNtj[CjCRS IQ 901H FACES At EACH JOI(II 00 LOCATE 4' WITH PW;FIFF?_r AIrAf:IEC,Fty4oUL)SICATNInt-, SHOWN. BEARING WILMIS AnE 4' NOMINAL VILEGS UMERWISE B0110M(HCnD WITH RIGIO CEILINQ OR PrIA T R LU)S S OESICH SIXIJOA;ICIS CONrORK WITH AVP-.jr.l8LE PnOVISIF,045 01 AS 5FIECIFIED (w) LT.�I CjJ CID 1101 IjSE IHIb C==), lIIQfj AND -TPI lPC,0 UC'IGII WITH FlnE FIETArVL141 IAEATF.C)LU'VEA, .A I r"Cq ILI 1-1 r—I r--1 C--) -- ILD:� rcf-,-,V ) 5Ffkr,1 NG, :?,.1 ,0 C,Om 0 G 1, -c 'x(o u H 110 > Al C3 0 0 APPROVE CITY OF ATLANTIC BEACH BUILDING OFFICE' SEP 0 ILI APPROVED CITY OF ATLANTIC BEACH PLANWNG 9, ZMM' (Wpljf�'F HEATED AREA . 1311 SEP SEP 0501991 GARAGE 386 L By FRONT PORCH 44 BUilding and Zc TOTAL 1?43 0 e--, 9 . Li LD V 5 ' 5' 14 14 04 r-n 10 , ga 12 , on ru M 'IT N 4- 29 (y).( r-Y FOUNMTION PLAN j I ., q 29 ' ASPHALT SHINGLEG ON # 15 FELT ON 112 � PLYWOOD L i",-, e PRE ENGINEERED TRUSSES 24 " OC SCREENED VENT -/ HURRICANE CLIPS 1100 y 2 2X4 PLATES OVERHANG TYVEK 2X4 9TUDG t6- O ' c ' 1 /2X8 ANCHOR 9OLTS "?20 D . C . T- 111 SIDING 2X4 PT PLATE 40 CONC , SLAB REINF . W/FIBERAESH FIN FLR . 4 7 X% 12 % 0 1 12 " 112V VAPOR BARRIER J 9 2 #4 REBAR ocs' rn'l n back elev Fill ULJ Front Blev ............... Ar ( LA (�O Or 9�s co (all cfl 14)o inz S4 , 10,10"8 10,10'.8 6.00 12.0 12.0 6.00 2 1'9 T I H7*2"840— 14'6"8 12.0 8.00 12.0 6.00 7'4" H �*— 21'9" T-2 14'6"B 6.001 12.0 12.0 29-111 T- 12 0 12.0 BACK RIG14T 6.00 6.00 12.0 12.0 10*7" 9*11, T 4 14,6"a 141 81,a �12.0 12.0 6.00 6.0o 300 12.0 2 'Jo.t.H :011 Olt-H 6 8 T-5 29'1 FRONT LEFT 9--2t-W Quml MASTER HumKft c2 3 3 190 211 2- It 00 It- ---- ------- PAK "c 9w I T411 IV C. 21 '911 14"AR /V W lls -&4 OWOB F E B 15 1991 MANNING BUILDING SUPPLY J 0(3: COLINOW 1,, flofida MANNING UIL 1 CUT =BUILDING LOC: SUP PLI SUPPLIES DESIGNER: KEN P. L4 r�) i nc