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OCEANFOREST DR W 2355 JOB I R9 LOG JJ2-12 T1 -..��...... .__._ /F , J:�Z(_��;� �� C%2.��_. •cr TOP CHARD ZX4 SO. PINE *2 KD 159 f TC X-LOC L-R9 J.29 5,43 18.58 15.74 20.87 SOT CHORD 2X4 SO. PINE •2 KD 159 WEBS 2X4 SO. PINE #3 19X BC X-LDC L-Rr 8,29 18,56 28.87 ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND REFER TO DRAWINGS A103 AND A184R FOR OVERHANG DETAILS, TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " 4X4 12,00 1X3 1X3 12.00 2X4 r 2X4 SXG R-9671 W- 3.5D" R-967# W- 3.50' 10-7-0 1 10-7-0 --21-2-0 OVERSUPPORTS PLATE TYPE--ALPINE SEON--144371 FURNISH A COPY OF THIS DES ON TO ERECTION CONTRACTOR REY 13.1.5 SCALE . D.2soo C� C� C� **IMPQRTANT+i+� 5141N.LIIINENOTLBELEREORESPONSIBPHLLE FDR IANr WARNING 1NU55£S REQUIREEJRE RCARE Fn DESIGN CRIT FRF EME CARE C� C.:'�7 © DEYIRTION FROM THESE SPECIE ICHTIUNS OR FNY DEVIATION FROM BRRCING.SEE -tWT-2S-,(BRACING VUSSESI "�\VSEXT � � '�'� �� ''1 F1.O Pf�CTC© LTHIS f)k5[CN OR RNY FAILURE TO BUILD THE TRUS9 1N CONFORtRit10E CONt1E)1TfNRY PNp RECSX1rY:NpR1lONS• , 9EE J ••"j'�F ''• FJUy� .7f �F111r] q q r VITH TfE "WHI,ITY CpHTRp_NPNl1f1L' WY TPI, fiLPINE CUNHECT0R8 THIS CESICM FDR PDOIT(pNRL SPPERlY1- TC DL / D PSFUG H462703 Ctlo C rNtE NFNUFACTUH£D FRDN 2p GAUGE GALVANIZED STEE4 UN_£59 HENT SNACING REgt11NENENTS, UNLEERWISE 7 ND. M(, �y LPINE t,:'7 Dil£RY15F SNDVN, HEFTING RECLIRENENTS DF F6TN R44S GAHCE R. SNDYN, TOP CH>RD SNRLL BE LATEBRACED 34869 I SC OL 10.0 PSF -ENG L APPLY CONNECTORS TO BOTH FACES RT LOCH JOINT FUD LOCATE RS W11H PROPERLY RTTRGE:D PLYWOOiHIND, pr t4�'- nn I�u5 I- �] SHgVN. bt-ARINS W101H5 ARE Y' NOMINAL UNLM OTHERWISE SHOWN. SOITCM CHORD WITH RIGID CEILINBRACING 'p � ',j{" OT-LD. 47,Q PSF' 0/R LEN. 21-2-p�( O DESl6N STANDARDS CONFORM WITH PPPLICRfR_E PROVISIONS OF RS SPECIFIED ON DESIGN. UO F TH18 •, � �I� = q Nus ANo .rPI IPOTI, DESIGN WIrHFIRE REIFL40NNT TREAUNGER. ', fRFD E '� ` OUR.FRC. 1 . 3 PITCH 1 .0/12.••IPI - IRVSS PLATE INSTITUTE NOS - NAtIpNAL DESIGN 6PEC[FICRTIDN FUO Y00p CONSTHN lII1f(flN�f�� SPACING 24.0" TYPE 005, R6 LOG •J2-1't T� TOP CHORD 2X4 SO. PINE t2 KD 15% TC X-LOC L-RF 8.29 5.49 18,58 15.67 20.87 BAT CHORD 2X4 SO. PINE *2 KD 159 WEBS 2X4 SO. PINE *3 19X BC X-LOC L-RI 8.29 5.49 18.58 15.67 28.87 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 139' FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " REFER TO DRAWINGS A103 AND A184R FOR OVERHANG DETAILS. 6Xq 12 a 12.00 2.5X4 2.5Xq 7'X5 I 12 �B.DO 9.00 12 12 12,00 1X3 IX3 2X6 2X6 R-3879 V- 3.5D- R-9579 V- 3.50" 1D-7-D 10-7-D 10-7-0 10-7-p 21-2-0 OVERSUPPORT PLATE TYPE--ALPINE SEON--144374 FURNISH A COPY OF THIS DES G TO ER CTION CONTRACTOR REW 17.1.5 ME - D"25 ALPINE ENGINEERED PROULICIS, INC. TRUSSES REL DIRE EXTREME CARE ���—�% o d c t o n �� **IMPORTRNT** SF4LL NOT BE RESPONSIBLE FOR RWT WARNING IN HANDLING, ERECTION RNG DE5IM CRIT REF' C.]ATRUSS DEVIATION FROM THESE SPECIFICRTIO4 OR PNT DEVIATION FROM BRACING.SEE "DWT-I'S-,(BRRCING W06D TRUSSES ,,,, 5 � ,THIS DESIGN OR ANT FAILURE TO SUILD THE TRUSS IN CUNFWiPWWCE CUMMF7VTFWT fNO RECCFYIEUIDRTIDP6-�TPII. SEE ;�`U....... (�! TWC LL 30.0 PSF DATE rj 7 WITH THE 'DUALITY CONTROL MHMAL' 0 TPI, ALPINE CONNECTORS THIS DESIGN FOR PDOITIONFL SPEGEFL PERMA- �, "k� C7/.'•�"t TC OL 7.0 PSF DRUG HL b2704C RAE MFRXIFRCTlAEO FROM M GAUGE CALVRN17ED STEEL UNLESS NEWT BRACING REDUIRkMEN1S. UNLESS DTHERWESE � ON'• S OTHERWISE SHOWN, MEETING REQUIREMENTS OF FGTM 8446 GRHDE A. SHOWN, TOP CHORD SHALL BE LATERFLLT SRFLED No 34869 OC DL 10.0 PSF 4 ^ENG JSL RPPLT CONNECIONS TO 00TH FACES RT EACH JOINT AND LOCATE RS WITH PROPEALT ATTACHED PLYWOGOFEATHING, "� AT� '1ryS"OVN, BERRING WIDTHS RAE 4' NOMINFL UKESS OTHERWISE SFQUN. BOTTOM CHORD WITH AMID CEILING OR BRACING 'P 4� TOT.LD. 47.0 PSF OSA LEN. 21-2-0 ' A DESIGN 5TRNOFAp9 CCNFONM WITH FPPLICROLE PRCNISIONS OF RS 9'ECLFIEp OH DESIGN, 00 NOT U5E TN LS ���ai ORIO••'' �,�, r�r� 7 �+ n -NOS RFp •TPI lPCT)• DESIGN WITH FIRE RETARDANT TREATED LUMBER. �tr.�IFRE�•� � ..� OUR.FRC. 1 , � PITCH 12.0/12 e,-IPI - IAUSS PLHIE INSTITUTE NDS - NiTIUNHL DESIGN SPECIFICA110N FGR WOOD COHSTAHA:--ON SPACING 24.0" TYPE J09t RB LOG IJ2-12 T3 TOP CNCRO 2Xd Q. PINE P? KD 151 TC x-LOC L-RI ff.Z9 5,43 10.58 15.70 28.87 BOT CHORD 2X4 SO. PINE o2 KD 15X WEBS 2x4 SO. PINE •3 19% BC X-LOC L-RI 9'.29 9. 11 15.01 20.87 ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND REFER TO DRAWINGS A103 AND A1ff4R FOR OVERHANG DETAILS. TOP To BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 13.0 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " 5X7 12 12,00 1X3 1X3 12.00 5X6 2X1 7,00 7100 2X5 12 12 5X6 R-96711 V- 3,50" R-9G71 V- 3,50" 10-7-0� -10-7-0 9-1 121 5-10-6I 6-1-14 —21 -2-0 OVER 2 SUPPORTS PLRTE TYPE--ALPINE SEQN--144383 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.1.5 sLRLE - O.m t� [� O CJ * FLP[HE ENGINfEItEO PRODUCTS, INC. TNUS9ES REQUIRE ExTRErtE CARE DESIGN CRIT REF IMP ORT R N T*IIF 41PLL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTION AND C=ATRUSS OEYIRfION PROM THESE SPECIFICR110N3 04 PINY DEVIATION FROM BRACING,BEE 'eYT-TS',IBRFiCINi WOOD TRUSSEBt .A`1.�1]S S' '. TC LL �d.a PSF DR THIS DL51GN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMRKE CORRENTART RND RECOMIIENORTMNS-01PI). SEE J '' Zlfl F' qHL bZ/Ut) p WI(H Trf 'DUALITY CDHTRGL NfNRI.' eY tPI. RLPiNE CDNNECTUR9 tHi9 DESIGN FDR Pb0[TIONAL SPECiRI PERr)H• 'T� (4• Cl'; = TLr DL 7, PSF DRNGHHE tWNl1FRLTt�7Ep FR011 20 GAUGE GRLVANILED STEEL UNLE59 NEMT BRACIG REOUII�PEN'i3. LRl.E69 D(}IERYI9E t; ND.34869 I BC OL 10.0 PSF 4 -ENGbfnERYISE 9HOWM, r,EETING REUJIREnENTS Of Asin A44R GRAEE R. SHOYM, TOP CHOHD &WLL Bf LHTEAPLLY BRArED - '. � I'RPPLY CONNEC10R3 TO BOTH FACES RT EACH JOINT Ata LOCATE R9 WITH PROPERLY RTTACHED PLYWOOD SHEATHING, : •J,�c .LD. 47.D PSF 0/R LEN. zl -z-0 SHOWN. BEARING WIDTHS ARE 4" NOMINAL UNLESS OTHERWISE SHOWN, 80TTCR CHORD WITH RIGID GE 4140 OR BRACING F' . Q Q,�DESIGN sTANgFHbS CCNFONn Y(TN FPPL1CFiBLE PAOY151AN8 OF As SPECIFIED ON DESIGN, DO NDT USE THIS Cir'•• �• ,\`�!v�..• QUR.FRC. 1 .33 •Np5 Ata •IPI IPCT), OLSION W[TH FIRE RETARDANT (RERTED LURBE1t, '!,!FRED E ' .� •••TPl + MUSS PLATE LNSTITVTE NUS - NHTIgNRI DESIGN SPECIF[CRTIUN FOR WWD CON5T(tUCTIDN 'lll'llJln`t� SPRCING 24.0" TYPE S 1� 0031 RB LOC J2-12 74 TOP CHORD 2X4 SO. PINE 02 KD 15% TC X-LOC L-Rt 01.29 3.84-7.33 10.92 14.37 BOT CHORD 2X4 SO. PINE *2 KD 159 WEBS 2X4 SO. PINE M3 19% BC X-•LOC L-Rt 01.29 7.33 14.37 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " REFER TO DRAWINGS A133 AND A184R FOR OVERHANG DETAILS. 5X4 1X3 12.DO 1X3 6X5 12.D0 2X4 7.00 7.00 Q 2X4 12 12 R-66q# w- 3.50' R-689q V- 3.50' 7-4-0 7-4-0 7.4-0 1 7.4-0 124--8-0 g PLATE TYPE--RLPINE SEAN--144404 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REr 13,I.s sc1�E . D.zsrlo r o o H o ALPINE LTICINEENEO PRUUUCIS, INC. F� TIU5SES REWIRE EXTREME CARE DESIGN CRIT REF _ _ C-:3 '--3 I M P ORT R N T 51«+L1 Nor BE aESPONSIeLE FOR ANY W RRN I N G IN HRNDIlPIC, ERECTION AND OEYIAtION FROM MESE SPECIFICATIONS oR MY DEVIATION FROM BRRCING.SEE "BWT-'/S-,[BRACING WOW TRUSSES[ -� � ,,,,� TC LL 3d,(] PSF HATE L0 C� H t� THIS OESICN DR ANT FAILURE 10 BUILD THE TRUSS IN CONFDRmLl COMMENTART AND RECOMMENORTIONS-071), SEE -� k,t y 1 I� o c:� H WITH THE -ouRL[TY CONTROL MFMIFIL' BY Tel, ALPINE CONHEGT ORS THIS DESIGN FOR }'<lot T lONft SPECIAL PERM• 1 :'tiR, IFIG1 oly TC DL [J PSF' DRUG HL 627 q L� C� H� RRE MRNI.FRCTLRED FROM 20 GAUGE GALVANIZED 11 STEEL UNLESS NENT BRACING REQUIREMENTS. UNLESS OTHERWISE ? V tn•'• .- 0 1 PIN > OTHERWISE SHOWN, MEETING REOUIREnENTS OF FGTI1 R448 CRROE R. SHOWN, TOP CHORD SHALL BE LATERPLLY BRACED - No.348 9 E^ ,6 BC DL 10.0 PSF 4 -ENG JSL ` t C L N � APPLY CONNECTORS TO UOTM FACES AT EACH JDIMT IVO LOCATE RS YITN PROPERLY RTTRCHED PLYWgW SHERTMING, pdti�� TRUSS �� 51s1rW. SEWING WIDTHS PRE R- NDnINFi UNLESS DTNER1115E SHOWN. BOTTOM CHORD WITM R1C10 GElL[Nc DN BRACING P �y��[!1+ �• as TOT.LO. q7.0 PSF O/R LEN. 14`8-C) UE51DN 5rRNDlfios CONFORM WITH HOPLICABLE PRCa15lpNS OF AS SPECIFIED ON DESIGN. DQ NOT USE 1Hts '•�Ci'•`�R10,;;'".� e -NDS I+dO STPI (PCT). DESIGN WITH FIRE RETARDANT TRERTED LUMBER. '!•!! �fR \X24 `-,- OUR.FRC. 1 .33 PITCH 12.0/12 -1P1 - TRUSS PLATE INSTITUTE, NOS - NiTIGNRL DESIGN SPEWICRTIDN FDR WDUD CON5TRULIICN I�FD E ' SPACING 24.0' TYPE fq 0081 RB LOG J:-12 T5 TOP CHORD 2X4 SO. PINE #2 KD 159 TC X-LOC L-RI 0.29 6. 12 11 .71 17,29 22.87 28.46 34.29 BOT CHORD 2X4 50, PINE #2 KD 15X WEBS 2X4 SO. PINE *3 199 BC X-LOC L-Re .8',29 11 ,71 22.87 34.29 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS, TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " 5X5 1 .5X4 1 .5X4 5X5 5X5 6.00 3X5 3X5 5X6 5X8 R-159B1 W- 3,50" R-15981 W- 3,50" 17-3-8 1 17-3-5 34-7-D rQ PLATE TYPE--ALPINE 5EON--I44355 FURNISH R COPY OF VER 2 SUPPORTS [HHIS DESIGN TO ERECTION CONTRRCTOR REv 19.1.s ScRI> . 0.m ALPINE ENGINEERED PRUDI,C15, INC. [ TRUSSES REWIRE EKTREAE CARE **IMPORTRNT1* �,,,, pESIGN CRIT REF%ftL NOT BE RESPONSIBLE FOR ANY aRRNING IM HANDLING, ERECTION AND TkTFRUSS �- =3 DEVIATION FROM THESE SPECIFICATIONS DR ANY DEVIRTlOW FROM SRACING,SEE -BUT-['15-,(BRACING VOW TRUSSES, ;•�`-�US�f/f�F, TC LL 3D,D P5F ORT(*THIS DESIGN OR TNY FRILURE 1O BUILD TTE TRUSS IN CDNFDRVNNGE MMENTARY PND RECCHVIENDRT[UNG-sTPIN. SEE .• [' .,'.WITH TFf 'DUAL!,, CONTROL MRNLIRL' BY fP1. P1..PINE CONHECi011B PHIS DESIGN FDR FOOlTIDML SPECIAL PERNIR- ;"�+ (F^ • Tr, pL 7,D PSF DRVG C:]HNE MINUFHC%HED FROM ZO GRACE GRLVRNIZEO STEEL UNLESS WENT BRACING REOUIREMENIS. UNLESS OTHERVISEN0.34869LDUR. L 1 D,D P5F ^ENG OTHERWISE SHOWN, MEETING REOUIREItENTS OF RSTM R44S CRNJE A. SHOWN, TDP CHORD SHALL BE LATERALLY BRFICED tMALT CDNHECIORS TD tlOTH FACES RT EACH,AINT fU(1 LOCATE R9 V1TH PRDPEILY RTTRCIED %,YYODD SHEATHING, �jA �, C ' LD. (,��,D PS'F OlR LEN, 34-7-DSHOWN, OERRINC WIOTHSARE q" NDMINFI UNLESS OTHERWISE 5FgyN. tlpTTCH CFgRO Y[TN RIGID OEILIHC OR BRACING f;;-L A,'`Q.,r DESIGN STARDFADS CONFORM WITH NN'F'LICASLE PROVISIONS OF AS SPECIFIED ON DESIGN. DD NOT USE THIS ORlp'• F�",+' T •NDS HNtl •TPl IPCT1, DESIGN VITH FIRE RETARDANT TREATED LUMBER, ^'',fRfD EN .' FRC. ,1 ..33 PITCH 6•D/l2 •.-TPI.- TRUSS PLRTE INSTITUTE NO$ - NATIONAL DESIGN SPECIFICATION FDR WOOD CONSTRUCTION yiING 24.0* TYPE JOB-1 RB LOG J2-12 T6 FAL OP CHORD 2X4 SO. PINE t2 KD 15% TC X- LOC L-Rc 0.29 6. 12 11 .71 17.29 23.85 27.35 0T CHORD 2X4 S0. PINE 4M2 KD 15X WEBS 2X4 SO. PINE a3 199 BC X-LDC L-Rr ,0'.29 11 .71 23,.0'5 27.35 L PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION, BE EQUALLY SPACED, ATTACH WITH (2) Od NAILS. BRACING SEE DRAWING 13J FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A j REFER TO DRAWINGS A193 AND A10'4R FOR OVERHANG DETAILS. SUITABLE SUPPORT BY ERECTION CONTRACTOR. 5X4 G.DO 1X3 1X3 5X4 a 5.00 3X5 2X6 3-9-13 5XB 3X8 2X4 R-12724 V- 3.50" R-12724 W- 3.50' 17-3-8 10-4-4 27-7-12 OVE SUPPORTS PLATE TYPE--RLPINE SEON--14 #397 FURNISH R COPY OF TNI �ESIGN TO ERECTION CONTRACTOR REY 17.1.5 ISLE -0,M FLPINE ENGINEENEO PHWUCT9, INC. TRUSSES REQUIRE EXIREM]FM DESIGN CRIT REF **IMP 0R T R N T** %TALL NOT BE RESPONSIBLE FOR ANY u RRN I N G IN HRNDLINC, ERLCTIO - Tr I PEY[Rf TON TROs THESE SPECIFICATIONS OR ANT GEVIRT[ON FROM BARCINQ.SEH 'BIIT-18',(BRAG{NO YgOO TRUSSES, S S'k��'.. TC LL 3(],d P5F DATE C THIS DESIGN DR AWT FAILURE 10 BUILD THE TRUSS IN CONFORMANCE COMMENTRRT AND RECUM ENORTIDNS-"TPI). '••Zlff nF.,. [� d WITH THE 'UUFILITT CONTROL MFNUR,- SV TPI. ALPINE CONNECTORS THIS DESIGN FOR rMWIDNiL SPECIAL � r ,+••. TC DL / ,0 P5F ORVG HL62707 UHRE nfNUFRCTLREO FROM 20 GAUGE GALVANIZED STEEL UH-ESS NEWT BRACING REOUIREMENIS. UNLESS OTHNo,34869`; BC DL 10,D P5F 4 -ENGLPIN OtHE W15E SHOWN, MEETING REQUIREMENTS OF HSTM F144S GRADE A. SHOWN, TOP CHURD SHALL BE LATERPLLT *,APPLY CUNNECTUHB TD BOTW FRCE9 RT ERI:HAM LOCRTE AS W11H PROPEFEY ATTACHED PLTW000 SHEAn �+ SINVN, BURNING WIDTHS ARE 4' NOMINFt UNLE5S OTHERWISE SHOWN. BOTTOM C14ORD WITH RIGID CEILING OR BTOT.LO. 4/ •0 P5F DSR LEN. 27-7-12TRU `OR10 . Q ;UES[GN SfRNOFH03 cOJFORn V1rH rNPLlCROLE PHGYISION5 DF AS WECIFlED nN 9ESIGN. OO NOT US %,,C�`E .. ��,� ,.' D ,FRC. 1 ,33 PITCH 6,0/12NOS Httl TPI TPC T). DESIGN Y'I1H FIRE RETRSIGN. TREATED LL �fNG1IRU;S PLHIE INSTITUTE NUS - NATIONAL DESIUN SPECIFICATION FDR WOOD CONSTRUCIICN /,����'HHHH'���1,, SPACING 24.0" TYPE Jose as LOG 32-12 71 TOP CHORD 2X4 SO. PINE I1 DKD 15%, EXCEPT AS SHOWN TC X-LOC L-R: ,r,29 4.49 8.07 12.66 17.29 22.32 27.35 BOT CHORD 2X4 SO. PINE *1 DKD 15%, EXCEPT AS SHOWN WEBS 2X4 S0, PINE *3 19X, EXCEPT AS SHOWN BC X-LOC L-R1 0'.29 B-57 15.97 22,32 27,35 171-2X4 SO. PINE *2 KD 15% I1BI-2X4 SO. PINE *2 KD 15X " 1X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 1WI-2X4 SO. PINE *Z KD 15% 1 9d NAILS 0 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND ERECTION CONTRACTOR. TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. SEE DRAWING 1391 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " 4X4 12 2 .5X4 3x10 9.00 TI 5X4 1X3 3X5 9.00 3X3 GXLO 51 3-9-13 3.5D 3.50 12 12 et j 5X10 3X5 __ff R-1272* V- 3.5D" R-12728 V 3.50" 17'3-B 1D-4-4 8-Q-14 7-9-6 11-9-8 27-7-12 OVER 2 SUPPORTS PLATE TYPE--ALPINE SEDN--1114389 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.1,5 s > D nm F�PINE CNGINLEREO PRLiIUC15, INC. I' �7 T TRUSSES REOUIRE LATREPIE CARE pE5iGN CRIT FR **IMP ORT R N T'* SHALL NUT BE RESPONSIBLE FOR FM W RRN I N G IN HRNDLING, ERECTION AND o o �,,,, 5 S.k,,,, �ry THES DESIGN FROM THESE SPECIFICATIONS tlR ANY US DEVIATION FROM BRRCING,SEE -BYT•r&,,(BRRCIMO yDCD TAUS a; �� \V �'•,, TC LL {�,p pgF THIS GE'SICN OR RHY FR[LU11E TO BUILD THE TRUSS IN CONFORNRNC[ COAlENTPRT RNO RECCfYtENORT(ONB-�Tpl1. SEE �J,,• IF/Ei'. (�" r•1 WITH THE '➢URLITY CONTROL I'WWURL• BY TPI. ALPINE CpNNEGTOR9 THIS DESIGN FDR POOITIDNRL 9PEGIRL PEWW- ' Gti• 4,•:�' TC OL / P5FRR£ RFNUFRCTLNEO FRDM 20 GRUCE GRLMNIM STEEL DESS NEWT BRACING REUVIREIIENTS. UNLESS OTHERWISE _ •. MND.34869 ".LPIN C OTHERWISE SNOWN, MEETING REOUIRMNTS OF RST4 R44S GRAWE R, SHOWN, TOP CHORD WHALE BE LRTERfILr CRRGEq 9C DL 10.U PSFRPf-0 CONNECTORS TO BOTH FRCES RT EACH JOINT AND LOCATE RS WITH PROPERLY ATTACHED PLYWOOD*ERTHING, Ate ,tt'TRUSSSHOVO. dERRING MOTHS ARE R• NOMINFL UNLESS OTHERWISE SF4WN, 501TOM OHM)WITH RIGID MILING OR BRFICIHD '•9r` `t1+ Y�T.LD• T�,O Ps� 7-�-1� DESIGN 5TRNLlfi1➢S CLNFDHM V[TH FPPLlCABLE PRDVISlDNS OF R9 SPECIFIED ON DESIGN. DO NOT USE THIS Q. �. ,�l� •NOS H1q •IPI TI'TRUS DE9(RI WITH FIRE RETRRORNT TREATED LUABEA. �',rFRC...EH�,���,'• OUR.FAC. 3 -1P1 - TRUSS PLATE INSTITUTE, NOS - NHTIDNHL DESIGN SPECIFICATION FOR WOOD COHUTRUCTIL71 '(1"ILII"'���,, SPRCING 24.D' TYPE JOBS R8 LOG J2-12 T8 TOP CHORD 2X4 SO. PINE 01 DKD 15X, EXCEPT AS SHOWN TC X-LOC L-RI 0.29 4.49 8.37 12,66 17.29 22.87 28.46 BOT CHORD 2X4 SO. PINE *1 DKD 159, EXCEPT AS SHOWN 34.68 WEBS 2X4 SO. PINE 03 19%, EXCEPT AS SHOWN BC X-LOC L-RI 0.29 8.37 15.87 24.95 31 .02 34.58 1T1—ZX4 SO. PINE #2 KD 15X ) )31-2X4 SO. PINE #2 KD IS% * 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO IW1-2X4 SO. PINE *2 KD 159 ) BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE IED ANDAT ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND SUITABLE SUUPPORTUBYLERECTIONATTACHED CONTRACTOR,BOTH ENDS TO A TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. ° REFER TO DRAWINGS A103 AND AI9r4R FOR OVERHANG DETAILS. 5X5 4XIC 5X7 5X51 .5Xy _.� 8.00 G.DO art r>E 3X3 7X10 4I X3.50 3.50 12 TI 2X4 r- 12. 1z 5X12 2.5X4 2.5X4 R—Lg2SA V— 3.50" R-17994 W- 3.50' 3-5-0 17-3-B 1 17-3-9 9 0-14 7-9-6 19-8-12 -34-7-0 PLRTE TYPE--REPINE SEgN--144401 FURNISH R COPY OF OVER 2 ,SUPPORTS THIS DESIGN TO ERECTION CONTRRCTOR REV 17.1.5 GCPLE - 0.2500 f= l C L� 11INE L1IGINEEIIED PHaXA,ly� INC. TRUSSES REQUIRE EXTREME WAE *IMPORTANT** S1,ML NOT BE RESPONSIBLE FDR Iwr WARNING IN ,.,DLiNG, ERECTION RNO ... OE5IGN CRIT REF M L- DEVIATION FROM THELE SPECIFICATIONS ON FNY DEVIATION FROM BARCING,BEE "DWT-i9",ISAAC IND WOOD TRUSSES' .�`\Vs sTjONS-&TpI). SEC �'C LL �O�0 py'F' DAT'= �WITH TTIECI`OURLITN OR Tff7CONTROI.E BLILBTNEITALPINET IN C�NLGTTDRS THISDETSSIIGN FOR, PODIT AND NTIIOON4L SPECIAL PERM- .'� vr TC DL 7.Q PSF DRUG HL 627p919'ih.FHCTLRED FROM 20 GAUGE CRLMNIZEO STEEL UN..ESS HENT BRRCIHO REDUIREMENTS. UNLESS OTHERWI6E !.No,34869 = Sri DL 1D.Q PSF 4 -ENC JSL OTHE"ISE SHOWN, MEETING REOUIREHENTS OF ASTM R446 GRADE R. SHOWN, TOP CHORD SHALL BE LATERALLY BRACED " - RFFLT COHNECIURS TO BOTH FACES RT EACH JOINT RNO LOCATE AS WITH PROPERLY ATTACHED PLTVODO 31I THING, .S�IA�SE - TO7.LD. 47, PSF O/A LEN, 34-�-G 5HDVN. BERRING WIDTHS RRE q`NDMIMIL UNLESS DTI(ERWISE SNOUN. BOTTOM CHORD WITH RIGID CEILING OR BRACING S)�� s DESIGN STHNOAROP CLNFDRM WIIH FiKICRBLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO NOT USE THIS ' ,ORIQ ` •NOS Ptn •1P[ (PCT). DESIGN WITH FIRE RETARDANT TREATED LUMBER. ,r7Rfp Etyc,���,.,• OUR.FRC. 1 .33 ••-TPI - TRUSS PLRTE INSTITUfE NOS • WINN& DESIGN SPECIFICATION FOR WOOD CONSTRUCTION °jIf„IIIfI""�� SPACING 24.0" TYPE SEP C 1 I i MAP SAF OMING BOUNDARY SURVEY OF L n T 3G BLOCK A S SHOWN ON MAP OF AS RF00WED IN PLAT 9UOK#_PAGES /B -0-a __ OF THE PUBLIC RECORDS OF DUVAL. CO., FLA, CER TIFIED FOR . c.//A/ ZeleA5' .fSS'OC' Ale. (azs) �- �•,Sp�/r!• �_/rte.vo' �v= /r¢5" f a.sA /'E 7-4 58 �s y r ,BF.UC//A`w ex zoeA7, 4T LDT 3/, az,.9e l 4, .4,pprr5 '; !/b ©GEAA/it/aze DA" K/. ; ,C/A/L /.c/ /4"4,4K, ",FilA T/OAc 1 :' 10-00 X/CV4, $� ti C8•G) BASED OV Al.C. V. A cov�ry` fbArcN F 3• i3 G. V ,r / 2. k N C Lx�! Lor.17 Q -35 Ava n _lre 11 caw Li o �o __csL) - ------ -- V M►� Tic�rim 3 �! A'- 17 � �. (s.s} (s t? BEADINGS BA N PLAT AS SHOWN T AsWvY CtRrrFY TMAT Th iSHOWN HEREON IS IN THE SPrCIAL FLOOD HAZARD IONS A SHOWN ON FL aW TN&JRANCE RA TE MAP t6'_ FGR THE C,I T V Of ,,IACKS'ONV'1'L L F IL UNTOA. OA rS0 Mr-STATE LAND SURVEYORS INC LAAAJJ SURVEYORS - 8411 BAYMEAOOWS WAY - -,ACKSONVILLE "IORIOA. 322,16 - 904/73 f- 7?35 LEGEND T heREBY GERrTFY THAT TNF ABOVE -ANDS WF•Rt SURVEYED UNDER MY AMESPONSIBTLE SUPERVISIOn AIVC OIRECTIg/v THERE ARE NO © CQNC. MON. ENCROACHMENTS EXCEPT AS .SHOWN AND riA �:., EY' SHOWN HEREON MEETS THE MINIMUM TEC,�q ,CAL ' sT� A FORTH BY THE IRGW COX7. FLOWTDA BOARD OF LANG S/Fi VrC/�J((LIN� "/ 472.027. (SET Nr7H CAP FL ORTDA, S TA TU TES ALS 4144) �6 1 c S. NO 4144 S —X- FENCE � TRO)N CQ�i. +ss ; (FO[ahSCALE CROSS CUT PATE .2f&a�/�GPB +' c OF FLORIDA ORDER NO. 14AP SHOWING BOUAVA 4 Y SURVEY OF L O 7- YO SL A S SHOWN ON MA P OF AS RECORDED IN PLA r BOOK IC—PA6E.S ! � OF rHE PUARL IC RECORDS OF DUVAL CO.. FLA. 17. ESrI'i n qr. - o � N o � Cor Lo; s7 35 .m V V FcV,c�N r7 E� 9/ ¢� h 4)r4F Ae B API NGS HA.SED ON PL A r AS SHOWN I HEREBY CERTIFY rMAT TME Gar `:rOwr.' 14:4gFJv P A", ryE SPECrAL �LOOL7 HAZARD ZONE__.,t3_AS SHOWN ON FLOOD INSURANCE RATE 4APZ6� ',,P 'w£ ' f r w) _ACkfONVr�. cLORIOA, L)ATED TRI-STATE LAND SUFI VE YORS INC. LAND SUPVEYOMS 947: BA ✓MFAL,10*.= A'A" JA(."A50NVILLE. F1 0,910A, 32,236 - 904'73;- 7,235 LEGEND I HERrSy i:t F7ri.Fr THAT 1'Nf AHOVF L,ANUS *EQE',,SURVEY€,9 rJNDE-F7.l4Y. RE5PON,5'I91 L F .;F'E w V:c S JN A,vu OI PEC 770N r, rwr �{fF ►iA NUJ O CONC. MON. ENCROACHNE V rS F.kC 5 F r A Own' ANO rMA�:�r., '',rV 14 .� OOMI✓���' FLORIL A 9UAF7U )f r INICA( STAA ��,FTn�eY HEREON MEETS 'Hf w.N(MUM+ F .,..A/.L` 5OR l-'YOBS P(J,RSUAN7`� O SELr'A 7, • rRoN CDR. ��f4a'l FL ORIOA 5 rA rc.r'f (SET WI TM CAP � •L5 4144) z ARo7Y GOY4 �� Nb Ad144 ,Y� O I/qoN coq scAL E_L"__ �F.__._. ,,,,•.. •,, . (€ouND) cgoss cur / �� A4 .? � of .s rER 'S OA TE F 8, /a5 t ORDER NO �8 3 S':O-d FXEL. LoCAS IZA / 3-7-D I s - o sr � uM3:IZ 27-7-12 c oM?Atas � a 3 S►-(o�p 3/-2-o edev s s '�j„eue• �..,.-sr,�ucr r�,ssoa �enssiC drR�f.� /y-g_a 21-2-fl EXISTING HOUSE V SLOPE 1/8- PER FT. EXISTING 202 FLOOR JOISTS 4 ® 16" 0.C. a SIMPSON LU26 —/ HANGER EA. JOIST 202 LEDGER ATTACHED TO EXISTING FLOOR JOIST W/ (3) 1/4 0 LAG SCREWS EA. JOIST ® 16" O.C. EXISTING 4"x4" POST HOUSE D N 44 POST W/ SIMPSON POST AND CAP p` 8" CONC. BLK. 1/2" EXPANSION WALL ALL #3 REBAR JOINT MATERIAL — — — — — — — EXISTING zFOUNDATION 6 MIL. W.P. VAPOR BARRIER 4" CONC. SLAB 0 3000 \ \ \� \//\//\ PSI W/ 6x6 10/10 WWM GRADE (DOUBLE 36" FROM EDGE) COMPACTED FILL / \ 20" x 10" THICK CONG, o " FOOTER W/ 2 #5 RODS CONT. — LAP ALL SPLICES & CORNERS MIN. OF 12- 20, TYPICAL SECTION AT POST SCALE: 3/4" = 1'-0" KIT 4 NOOK LIVING RM EXISTING DRIV�Y Y ARAG� G�T NOOK 'LIVING STEP DN y �' I -4 11 L - - - - --- � l F==----.— J II i I . . I I rI p f I I ' L - - -- - - - - - -� I �Loo� PLAN • I 61406 4 IDEMOL I Tf ON FLAN 1 (7. 1 LIVING-RM — -K[T $ NOOK -�- -� -,�- LIV#� RM MASTER' BEDROOM--:�. r'�71" ,:i 'F '.+#�'. .. - - _ - - �.,-. � ^:.L•. '!+ -ei'» _ } s! 01 li, +ys' tVI, 1.. >} ti• - - , _ - .r, `k� 4-L�". y '.R y.L e` �•. '! - `.S!ala k I I_� ost I / i WP 1 � I , € 70 ®r, BALCONY I I ��c, i f i u , 0-4 II 1 ,Q TYP. POST 8 FAILIN65 2 2000 - - - - - - — — — — G� - - - — ciLY Of Adan a �'IC �r�tilr�irt� an �V gUit_Vlt4G RECr- f' "-D, MpY 24NN FOUI�DAT1 ON 4 5 f[2E:NAL,< FLAN s='C� `� ANN L!CµT{NS FLAN SECOND FL00' -, BALGO�I`! ALAN 1/411 = I,_Olr 1/4,1 = I1_O11 1/41, = I,_O„ City of Atl tic Beach ar=,1 Building and Zoning is LANIS Not. F-w- onstructjon THIS PLAN AND ITS CONTRACT DOCUMENTS LEGEND '�" '"' 1533 OSCEOLA STREET REPRESENT THE FINAL DECISIONS AD ALL 1 � 7 SELECTIONS. ALL 'rEVIC'US PLANS. DESIGN, SINGLE POLI ,��TC F100RESCENT FiXTURE i„ •� 1 n' Nj JACKSONVILLE, FLORIDA 32204 r ^ e- r r S 1 r1 © ► i .GLS' .[L� �a ! PHONE 1 1 � SELECTIONS AND OTHER „RITERIA ARE J E ( Q ) 38 851 1 SUPFRSEDFD BY THIS PLAN AND iTS CONTRACT S3 7HREE WAY SWITCH ►-� %CA.NDESCENT FIXTURE, WALL MTD F" DOCUMENTS, So DIMMER SWITCH � IN"ANDMENT EIX)UPE, Rl CLYAD ^c��r. .`HOWN COMA 1`1 �Y ll.L.D. a III11'II ilk { I IAS i1 Ifii I1i11 ,� I � i iil { � I 11411. . . �� JAN �,,, � 1 •I..I11: I. I �.. ,.' �.. �. VARATlflfr! O IFA ,IIr I I.I}"P11',, 0.011'1-101 ! 11`1 OP ( ;+ I.�,k',II�JI� f2L{ �I'iA+.l I ! ..,'°"I�` f!#.`FI G�'hi I. 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