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Laurel Way 1487 2 BY VIVO BUCK 110 a 1.1/4' ON rERDMIK OR • - 11 3/16'PFH l•APAPC()P15 Wlrh . 4,x63' 116 FH CUN V I'l YP) r MIS W IE MIM KY Al LOTION MI(IfI it A GVrPI R IN GO N1 , (2) PER ffAD ,IAMB115 t lu u�a I iE pi D► I iN11iANE Am a K DIi Aid K A1fA Aff 10 01 VAiLR YffliQ& WIN D111016 va ROD 1 14 iffn I UMI 3w ICIIIti Qosp 1 . MATERIALS LIST MiIlll. PARi NIIiPER MiS © ; Y11D-1IEAp JNIB EY-121 V4'xI VIV NIL TO KAI ' � ' II11r�ESSIDN VEAIHERSIRIP EV-10 ,Mal 10 K • ' �� • � � '4 FIXED 1HRESHDLD � .. , r „ 8111/161 INTERIgR79 5/16' ►• iiw Gat ► EXTERIOR 6 s 6 (A17+42-,CD2 �r tllDnrarrt wl� MAX ► , I FaH-DEHS rr r if' - 8111YI CHAI�Ei, V� OC (VI ► .. IXQQ SIRK EV47 .1.1911MIAV61 R i V030 HINfiE SIH[ EY 86 111/ 'Y Iml 12 g Hit,To ' ' P 1Jf f 1 EY.gg i EV-15 ni ifln wau —all I V4'x4 / 'NIL i D _ O 4' N)SpVS PER H{iX,EE 1 FiLY SCREVS PfR HIDE _ � gWiH1k� ) N DIY VI' a s Stu�p r➢r a ar lu wu�i St elcatlarrrel PiAd"!� , 9 r D x�M'fxVS )SCREVS PER HIHf£ . , fHVS Ai UCH SIZE PIAIE . .�pplct� � IOIy,SEi YIKSEi 9RAi1D 2G6 lI1CK • DADS CCi,Mi'i Il�S P BY UP BUCK l�i�lU1IjS 11[111:: � � � � DADS C01>fI1Y NDDIF<LAi�IS JD I U1, ll z al R MAI 110 x I IN ON ENBEDNENI' OR —�- 3116'•PFN TAPCONS WITH PR�MDgR.EN1RY Y T. ,� I I/�'N(H ENBNENi crYP) S S1�MS ��"1Q1 -EW ti� Q)MIR IAD QNB OTHER DOOR CONFIGURATIONSsnE�r � nf6 .•N.X 4'MAX 7 lax r wx In Ulu wi , r wx 1.• an.•MAX r Nut .•wx , I MAX �•,,,,,, 4•„�„ Ism .•wt r MAX r,ux 13, •If" INTERIOR x" PAX uq•MAX d wx J L..• 1 w.x' , N.XI 10• 11•,ux �r wr MAX p•NAX a M HAS, i7.7/r 24 V4, . x.x is,wX MAX 1 NAX J/a• Q 11C. ]7 7/t• MAX M.MAXso it/ 13,MAX M MSX i pG SN1N".uX >uNA 6 1 0. x �"NIx 1•j, t7• 11.-. � 1 GG 7Y 1 ..5. .� ..•,1�3t f•Fi •. •`'t:ti .i.•..•: r `•M.7f /X•NAY .:. M 11a1t • Y,ttll ,• '�' �,i•Mut v NAX�•MAX ►f• r' sT•'j• �'~ 'fI•"W••. "�Jj •� �•"� r we s• Ax wX -1 h_i� wx rix wix �• j. (`� ,.N.x •wX �--wZ ''""" u""q i',yll VV .•wx '•N.X '• SEG GLAZING OGiAII . tar wx ty P" 4. v wx .•Mut ,.; - SCJ r MAX r Nix is, r w.x t� �.wx " a w u/ta t v. 1 EXTERIOR Max MAX . )MAX MAX • Its la• I Ir iwx u� , MV+• . • SEC" ION A--A qr wx ts GLAZING DETAIL INSWING OTHER CONFIGURATIONS Ir IwX , C wX �•Nut I q 7/a• �'wx V.-wx CW1lAiCC CMa K ' 1 ax Mx ,rAX aL M+x Luur r SIL I t•.�'•• ry+ �•�,u,c r MAX ,r•:%WA3Cc�rnavmin+e rf r XqX •MAX X 1 li :?. wiriutX.s + r MAX4. Ml/' +y'7' I�f: time 'tie•t^ ( {HiERI(fC fNr�ASCC+ti171NCtWTHiF1i: i / • MAX Y 31-"12 - ��I GLASS BIT �«'"' .� 1 a 4 tr alacoarcitv�u mr cs ibraz VEE L,-S'! F 1 Y a+ r+cEao at v..? ut' trr�EeE�a ss { c�aHcawiwrsorrtce '"` mer 2 OF 6�I M � Y ` imeo Prod.uit Rags lEffeefi've: AUIrch 39 2002 . g INV TW Mx -� ba 4"M P"L w q"aruc' rn4 , 4 a{IUFC rant �+ •) �� i . i.Fe., wra• w .y yrca .DI• to. 7• Y• /8 e 6 as is 1 `�DT�d LINE R I R- /y. P P• r' c AN $ && CMQ �-`� Qg In ; x 1 t M40l50--SH +30 -35 53x78 _ FF Standard single hung +30 _3.5 30x96 M40HP/50HP-•-SH +SO -60 53x63 I g •-s •- I a• s cr Hrm High perfoance single hung +50 -55 3 I e "s +35 35 53x95 53x76/ $ 3" ; o Fog ^p •8 4 Nil— W .li TW- SH +50, 0 . 5308 1 Tilt sash single hung +35• -35 53x915 3 96 4• ry r y - TE—SH N .p.✓pct y.`y +Sd -50 53x96 2G as 4C G LG 7c 7K 39 AG GG LG 7c :x 4G GG LC 7t: G SG ac is LG Tri 2G 3C Ac cc LG to Tilt thermal break single hung TRIaU7ARr rtm - xwexi TRInurARr KIEITH • vchc3 TRIOUTARr atal" vc"t3 TRIautAmr wtm ITc"es TRIOWARr RtaYN - DOK3 z MPAd —[�SH Li ANCHORS +70 -70 53x78 TWE A"Ll.OR Cl Arq ora nn AA rte wb 11►t A � 400� Impact single hung I 1i P . . '— 2 r r M W r��+ ca RW HP +35 -35 127x61 ww°Ir AN aL:AiLd a 4 lu High performance horizontal slider CtA71wJ cLa., 5� W w • T � � �*� 7 Plmoucr rRODucr .. �'F RW XHP P. /P• Ax �F �F � �H�� +55 -5S 74x51 Extra high performance,horizontal slider +45 -AS l 12x63 M2/3/4/5 SGD +3S -35 4068 els L11 ` a 4 Standard sliding glass door +30 _36 3080 I� Nzz 2'r Sill panels rRteura3Y WIDTH • it a W2 3 4- t 17 M2/3/4/5 HP SGD + ANCNOxS R g x 4S -4S 4080 panels T"AA,A9.OR C Ilan>aHnL Itt1LUD11 Axp47y rm r High performance sliding glass door N ry ry x»xa ""�" ` ul 2-1/2"Sill aG ac' 4G GG LG 7c aG aG aG Gz LG 7G zc 3G +s Gf LG 7G as aG 4c tls LG PRODUCT iR OUTART RIDtIs ' CNCIIC3 TRIaUTMr WIOTR XKhf3 TRIOUTARf RIOTR INCMC3 rRtau7Mr YtOTh - INX3 M2/3/4/5 XRP SOD +55 -55 5086 panels I Extra high performance sliding glass door 2-l/2"Sill ; D AAA✓.OR 6 **5'wide panels not available in M3&5 Y T I NOTE, ow 11"'11 AR" MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED -lut K I $las? � VERTICALLY OR HORIZONTALLY. Jr ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER srAN LOCATIONS AT HEAD, SILL OR JAMS ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 3 do 4. M • TYPICAL Id�dti.l�lY�F�fENTS M02--03 shoot of 4 Revised.04/04/02 UIRA pgtJ 11H D —"- VUI004 _ TWO�Y rRNlllXl ra 3EREW RISTALATldt1►tunort t YtIDDU iHlCK NIEIiOR CONCRETE OR HASUNRY 1'HIN EHRCD14ENi V1DTH IY 0 HERS 3/16' DIA.CONCRETE DPENIMG IT OtHegS CONCRETE OR MASONRY �(y 4 CAULx PEHIIID WIH0O1/FIN I-1/P NHI rJuvirHY U �i ar A7 IitlY0.AYt,L sl r Gr Mr4TALLAIWN uC1gNY aS1Y0 LOAD XMllq ilyl f. 1 x FCjALL ANCHOR TTY 1/4•lux stREW NICNOR OPEN"It OTHERSE%TlJiIpR SPACE. RY OTHERS CN1LK 1ETVEEN VOaD RUCK r!I AS R[0'p. ALLOVAItc(11M SIAcK Tq 1C 1/{•.WC)YIiIDOW UP T Alf FINISH RY TWO 1T rRAHINa SHEATNIIIG L MAS17ltRI WCNJNa rY OTHERS W! UAD TWO RY WOOD• G w0a Iu1Ca At.ALUWaw AtLQy 6467. PY OTHERS ft0 SHIM PUCK III OTHERS J) 610 5 V�0ALLA7�R NICHAS W3F IC V RMCIC11T Let? lq ACIxCve Ilea CHyCD rC11T =H<Ab ILL f1 EA•JAHBS OTltERs PUCK rY OTItE>?s bac"HIFI• we 2•t1YPJ1Ly I INSTALLATION AIr310R CAUIx rETWEEN FtASaliRr 1 pa11�pN[T bra o 1 %i Wlpitt pRTCnN r[T be OP sUrrul[llr C11PEwR3+r r10 SCRCV ETYPa tNSTALLAiI 1 NiCNOR p+6 ry gPCHIIJG 1.WpOD SUCK 4) IUx ALIGVATLC S►ACX4 PETWCEN IN ArCl�RS ANP WKRETE x9v Auci t.10 u 24• 02 a/r% t/2 2 2 [8 SCREW 11U1/AS RECD. PY OTHERS L DC t 'a WIVAt NT iat KYRL.Er(A t[AL ARoulO[. 2030 23 7/a x 33 I/2 2 g � 1HSTALLATIOt1 rtD tt[REY L,rPa 2038 23 ah x 43 1/: E O 3 Arxrat VDaR)WCK a rtRiOR ov Ixx6r 6r oiteas 2044 23 a/6%SI 1n 2 � 3 1 r VrtARING SHlH SLIDIrKi g1.Art'• 1 r'C"T )OR ITC Ci 0 LIIUM AapOx pu[T,U1C AMppY=STY r1na WIiN IrXY + 3/66•RIA EONCRETC tARG[R tliL HC Ap R It"It mot►R[73µ4 atm 2050 2] a/{x 59 1/2 $ E 3 !/4'HAX - v r DOOR FRA11E I. SCREW N2CH4R IY OIrffRS 7) rea FGCKCF OMMM00000OORRRRR r12LS U3C CLUM by►A3[IroR size a cGie AMTu TD[Wlf1t ppC}µtCy ' '' JANE r• 11ACC tOK11 rC SCR[V ANGOR!R4 TROq Qc 1tgUrl tial►Af Sia7+AL 2000 23 7/8 X 71 1/2 g 4 SrAEE -^ 4 GLASS TMWXSS HAY VARY FCR nuuCHW(T IY AtIH Cc916 tN.AS;a"Is.11IC 4LA m 2070 23 7/a x 83 1/2 8 E 4 t t/4•MAX IS 3�gvN RtSIAATWG 40AL 1 N. atW.tfl 17 7"-• p E t-1/8'TUN. H �tttP 2�LL C>7R11[RS wlp'µ-L Hp1 /"SILL An 1O X sut[R vlrR A SrutL."1111 In rn SINN SPACE t[Ni t�I•LEL 24]0 27 7/a x 35 I/a 2 E 2 EItP(1kIENY Wl ALL ra ALLATIOH AtxaW4S Iwti lc)N8C IY cIWMScdI RE2ISTAN7 INr[AULR - 2438 21 r/4 Y 51-1./1 PERMTER4 A II) WI ALL Cpa'lQtX1AI LI11CP AipVC ARC SrpVH fYl 0'19 Dfflllf6},Hd,ty[p pKuttAital 2 3 CAULK /Y E%TCRIO1t 2'6TYPJ a �g IgL�,,p�,(�p,AMY 111 xaSTALtATIpI C,AµWllAtLAII[Ill L 2444 27 )/r% SI In 2 2 •� i'1qN 10 RY E1L1f.R1(T1 98) �1> IDal4 4L f 1001 li AOVIA TMCS ORWT ALSO App$Lj9 Tt11lNiK 7, 2450 27 714 X 5G 1/t 2 6 3 OTHERS p1PLgKNT 1r0OD PUCK + HNUt 4 a INRx x TEMPERED BLAS$ 21a0 27 1/u x 71 it. 2 E 4 i1N maw flN rRAHE JAHI (e rr r� IT 01105 tTTPa �4 31 It,IT Th 2 4 ��l+�A�N 2 PfRIHVCII CAULK 9YTt1THERi PERIIETER CAULK •1/4'MW YINSSALLATIDN ANC)IGR CHART 2170 7 1n x 83 to HE x FINISH 11111C Z7 Y x 95 rn II AY CITIIERS 1(rEDHEHr CRr S IN 3/16' DIA. CnNCRETE Rl0 SCRE4/S Q EA. PI QTIrER CAULK CALL OVERALL FRAME HEAD SCREW 1N FRAME SILL JAMB L )Il�l7K STRIP 1 an x 43 in 2 2 3 EXTERIOR FlllBtii BT gT11ER5 $)7E' SIZE 7q 46 PSE 61�SF UP TO 46 rsf 61 Psf Tq 46 PIF 61 Psf 2844 31 7h X 51 1n E%7,rlWSll 6 T TO q• TU 10 2870 21350 31 Tn x 59 In VINOOW pY OTtERt w. 6 60 P P To 70 P 2860 31 1/{x 71 1n 8 g 4 VID1H 5068 XD,Ox.xx 60-1146 x 90 9 3 3 7 3 3 )• 3 6' ,6 2880 31 i/a X eB3 '/2 $ $ 4 SLIDNIG GLASS ,KU607w 09,IX 72-1146x80 4 4 4 4 4 .4 3 6 6 HEAD rRA1tE -��SAA W'DiH SHIN&PAACE — �.Ox.J1X 1a-11/li x QO S 5 6 S S S 3 6 6 3030 35 A x 35 in i' E 2 SOL STOa 0 SECTION 12D68 0:11 !BS_3/P r go 9 9 7 7 7 9 3 / g 3036 35 a/e x 43 In Z 2 3 1Y OTICRS 3044 35/p x 61 in E E 3 rRl FRNIL �- C o x 3050 35 7n x 58 7n E 2 3 SILL "EIGHT oo"Ow.XXXX 14 IV16 x'80 7 9 ID 7 7 8 3 6 3080 35 an X 83 In 2 E 4 24.OC. / 1600 MUfA"XX Ilk. 6 x 80 t8 13 IS 9 18 13 3 6 6 3070 3S an x B] 1n E E 4 HAY.47YP.) / _ 6MA aXXO Xx R 11 x Pa 13 17 It 14 It. 3 6 0Y 39 CALKKROITCR an% 1/1 CAULK PY a-^ q TEIWERED 3080 Ox,xx ` x s 3 4 3 6 6 3430 39 1/a X 35 1/a 3 3 1' OTHERS VINDOV T COUN.LY GLASS ITYPJ 1••UW!Ill NSTM-LATION ANCFIOR >�Il�qx,)9 9L-78 Itiib x�W. 4 s 6 S s S L 6 i EHrEPr[tT r1P SCREv a 3438 S9 Y/a X 4] rn 3 3 3 1K10HT uK�jtCOltS x 6 3444 39 an x S1 rn 3 3 7. H.M. � 0 n 41YP.) j CAULK PETWEf" t20E0 OXO 14S-S/i x96 8 ID U 7 8 9 6 6 3450 39 in x 59 in 3 3 3 !SPACEVGOD(RICE L 1' 3480 39 a/a X 71 1n 3 3 4 / HOOK ST91P i 12080[pcXO.%%XX 141-1t46 x 9< 7 !0 1 1 7 R •9 L 6 6 3470 39 Y/a X 03 4a 3 3 4 160PD RA xx%x 191-IVIG x 96 11 14 IT 9 12 14 6 6 E Aijuiolt SERC� 0 �- TWO IT VOOD to= %KXx tH-O/ x 9i 14 l2 16 1 6 4 ap x rn 3 rRAHE aY OTHERS �39 DD 13 an x 35 1n 3 3 E q 3838 43 an x 43 to 3 3 3 Exi[JtlpR 6'HA%. f11YTH TV0 PY 1`11WIMG D (Tyr.) 40 3844 43 7/r x 51 1n 3 3 rY all"S PY Onus SLiPINR CLAS 3850 43 an X 58 to 3 3 3 I.MML Dlxxt OR" 3860 43 7h X 71 In 3 3 4 EMPEINIEHT 1 r I SILL SLIN4 GLASS^�-�� 3870 43 7/a x a3 I/a 3 3 4 ASxYI IOOI STRIP �� 47 an x 28 to SECTION 1 6•ItA%.4rrr> •�a-- 4030 J SHEAMW 4038 47 7n X 37 1n 3 3 2 1)WINDOW I Rr aI1CRi 4044 47 7n K 43 1n 3 3 .3 T)WIti 11S (PANE UAIKH ALU11pIXR1 Or S 666Y. • • EHIEDf1ENT 1 ) 4050 47 an%51 in 3 3 3 x Itl RIVE LL E1 11MUENT OF IN Of SUFf10 W LTH.TO 47 a/a x 59 I/2 3 3 3 ACFPEYE URI tMDE04EI4Y Of 11"INTO rtTAWlD)cfJJBER. r EXT.FIrRS E2S1E611 1 CY9T.IIltl �� )1/1 4050 47 7/4 x 71 1n 3 3 4 SPACE 18 SCREW AIICHORS V'TRW OWIERS k 24-D.C. �/� �� FR�� (1 1��(�R t•�4•.�R c Ely xT.11WAS EpXDRADOR SHOWN DXX[]. XXXX pppR SFIgWI1 4070 47'7n X 63 in 3 3 4 Wx• 0 0 3)CN1LX BEF41D IrIfI0014 TIN AT MEM k JAt18S PnTN DW-SIL T[IpCRCD GLASS PYRDEK A011[51VE CAULX CR APPROIEDI[OL APPCICAT60N Of DUO-SIL 1 ala x 1n ammm. WS7 COtIPLYe IYN►1 SEAWrt YA1x1FACilxtCR'S ri M <TYP3 ryry- 4430 s1 Via x 37 1n 3 3 E RCCDIAEHUAtx)Ms.00 NOT CAtMJI PCHwD RN Ar wItDOYr Sou SET SILL 111 REP ICIN�O LTD 44311 st a/{x 43 in 3 4)USE LATEX QWLK OR EWWN.IINT rW PERNEIER SEAL NtOUIIp �.. a2as 0tp Knws a0w Er CDNtRnE OR CAULK JACK50h1VILL FL412tDAr'" 4444 51 r/a x 91'+n 3 3 3 K N C L� JAcxSaIVRIE /t(NUDA X12J4 INST'L C�+CREMR r�y � r tlwu fNAHCSs U,.+ �/ // [xT[IOOR OF TTY LIS aY DTH N SLIDING GLASS Wpri W%f1/O GYI 4Wh ulkK't7H FRAME 4490 SI rn x a0 rn 3 3 3 a)If EXACT YXfi00W SIZE IS IWC�LISIED IN ANL710N pURT•USE f";-•�M"'rf/ 9 a t {r••;:•r EHItIO plc/ XX / OR / 0%X0 t.XXX7t.IHSTAiI'A710f1 DEIAU 4150 51 an x 71 /n 3 3 4 ANCHOR/XINAl1Y LISTED 1tlOH NJXr WIRER SItC i"': %� mla INSTALLATION DETAIL 1/Cl<Jb FRAME ENiNG C414ERETE OR SERE"A1ICJIOR 4rYP.> JA}{E I �Yr,Tlr) ; T TE 4470 51 r/ax 81 r/A 3 3 1 6)GuxJ TYPE ANO TIXC1tNEggS IAAY VARY PER THE REOWIEUENTg e'}�..K�l.rr„r- 4a6o 51 as X 95 1n 3 3 g Of ASTM 11300 GLASS CWAIS.%CLE Eli IM IS S AM. C: FIN SINGLE HUNG WINDGV/ M40/56 t 1440/50H_P_ HAspHRr DPERING •': tHtul ,:,:r,.r.,z:: IL44#EL tWtTfkZ BB : 12%4/01' R+sIltArula i11.AS8 IS u5D OWu.6/'tfD. Dr DrIIERs _ ._ [ °MANUEL HARTI Z BB *4 11/0610! F �:'': ttAtr� nG i 7)FACTORY PUNCHED Vat$W 1`104 d1 W 00 MY REOUriE �t2T0 LfVATIfM1 CIVIL NT.S. KJAXODU INSTALLATION errs tNSTNJ NapiORS ARE ONLY REWD. ”' '� r ' 'I X, XX DDDR SHOWN TH►R!1`01 A5 ION THIS CIVIL N.7 S lKWl7 J .� �' "p Xp, rt A[L w 47182Inv.Ulu, (lien I K I rL 101• 47(62 n1LWIt nF 1 i X (0 a � � N (¢� J N N z O aU-) CV m L Cn uw 1�L. uj Q = Q C PLOT PLAN SCALE: 1" = 20' :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Oct. 24 2002 OB:53AM P1 w PLAN OF LOT 2 AS MAP SHOWING Cs PLOT < SHOWN ON MAP OF HIDDEN PARADISE COUNTY, F�►-ORIUA. AS RECORDED IN PLAT BOOK S4. PAGES 97 THROUGH 978 OF THE CURRENT PUBLIC REOOR US OF DUVAL LL < U FOR: BES1 C VN, INC WN ON RIGHT—OF—WAY UNE HEREON IS THE SAME AS SHOWN TME ABOVE MENTIONED PLAT. Q BEARING R1rfERENCE= BEARING SHO U--1 O O L O T 1 ---. SQ1 '11 '11 "E (,00 `,�� 59.03 I I I 10' PRIV,%Y'G ORAINn!-F J %"EASEMENT I — � /.� 1AVE OAK - k-WA'T'ER 2AK � _ x i1VWAitR OAK-- M�^wATlin oAK a"wArw on✓ U 1 \ w 44)YOAK 20' QRL 1 1I-x- 1 F _ , 77 77777777777777777777 W 3 �. C 7'WATER OAK j 0 I , 6 WATER OAKLLJ PROPOSED DWELLING v J nN rL CL (10.0) f r I ' 'j a w O A/C i Q I I F [� I 6.0 1 sJO' ( b i O w t I ' J I )"S 1071VE ' � w 1 � . LO Ig }( , �, TYPE OF CONSTRUCTION: TYKE VI o � SI .O dli 1w CONDITIONED SQUARE FEET 1ST FLOOR: 1547 SF M _ _ (D ' a ; �o a CONDITIONED SQUARE FEET 2ND FLOOR: 732 SF I. �. . UNCONDITIONED SQUARE FEET: 581 SF DATE: OCT 15, 2002 a !7I s' a- I lIMPERVIOUS SQUAME FEET: 2545 SF �$O e W-A- m OAK 9"1..AUKk. VAK I 011 1 APPROXIMATE HEIGHT OF HIGHEST POINT OF ROOF ABOVE FINISHED FLOOR: 241 - 611 n N01 *11 *11 "W 57• 6' DESIGN METHOD USED TO MEET MINIMUM LOADING REQUIREMENTS FER '00 FBC - SEC. 1606.1.7: SIMPLE DIAPHRAM 4E w NO 9pfiWALK w W RIigUIRI:C1 BASIC WIND SPEED, MPH, (M/S) 120 MPH 0z WIND IMPORTANCE FACTOR (L): 1.0 LAUREL WAY (50' R/W) BUILDING CATAGORY: 11 � m WIND EXPOSURE: B [] WIND DIRECTION: ALL 10-23-2002 REVISED PLAN TO MODIFIED 2185 METHOD FOR MEETING WIND BOURNE DEBRIS PROTECTION: OPENINGS WILL BE PROTECTED WITH OSB FER TABLE 1606.1.4 OF 2001 FBC TYPE "A" DRAINAGE THE APPLICABLE INTERNAL PRESSURE COEFFICIENT: + OR - 0.18 SHT DESIGN WIND PRESSURES (PSF) USED TO DESIGN COMPONENT AND CLADDING MATERIALS NOT Z THE `°T s++°wN HEREON AFROU 7N TO L IDE WITHIN BLOOD PREPARED °Y. SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN, PROFESSIONAL: REFER TO ENGINEERED DRAWINGS RFC`1�"T�,TFb zl�us -X" _ rs xAu�Fxo1�TF(E rLooO INsuttANctr IwrE MAPS, COMMUNITY PANEL N _ 120075„-0002.2, DATED 4-17-89. CLAMON ANDASSOCIATES, INC. PROFFESIONAL LANU SuKvt Y'QRS NOV 2 6 2001 DATE AUGUST 28 2002- 1643 NALDO AVENUE, WALE. :LI-91. JACKSONVILLE, FL.. 3270% BY: Received Time_Oct - 24-10: 10AM X TYPICAL FOUNDATION o N SCALE 1/2" = 1 FOOT 0 N N 1/2"DIAMETER GATOR BOLTS STUD WALL 62' SPACED AS PER ENGINEER SPECS. ADDITIONAL EXP. #4 ROD5 CONT. BOLTS MAY BE NEEDED PER W CONC.5LAB 42 20' � SHEAR WAIL TABLE. W/FIBER MESH 46'MAX-OR Q CU CONSULTr — — — — — -- -- — — — ENGINEER I N ' m cn 6 MIL Y.B.OVER GLEAN WELL COMPACTED TREATED 4' I EJIF — -- -- — Y— ---- — — — — -- ----- — — — -- + I N FILL CN J 20 Z 20'(w)x 1a'(H) 84 RODS VERT,ON 413" v CONCRETE CENTERS AND AT CORNERS. k3) C>3 U FOOTING VERT.RODS SHALL BE I ' 18' ° v W REINFORCED W! +� HOOKED 6"INTO FOOTING5 0 v d C�l (2)-#5 RODS BOTTOM AND 12"INTO 5LA13 4' Q I I v q O CONT. TOP.FOR HORIZ Q REINFORCEMENT.USE 9 Aa — _ _ _ _ � _ � — — — — � � � — — — _ _ � � — — — — - - - — - - — - GARAGE HORIZ,JOINT REINFORCEMENT =_ Q ° ON 16"O.C.(MAX) 8 12 D ° �. I �- — ____ - - - - _...' - - - - _-.. �.... ._ - - ..._. — _.._ T — T __ — - - .._._ - - ._ — � ` LOWER I I ° a ° � 1 � � V o 496 5Gt ft I STEP UP b I . v r /8 10, I q o CONSTRUCTION NOTES: CONCRETE I I I I . N ° a v a d � ° 1) ALL CAST IN PLACE CONCRETE(EXCEPT 5LA13 ON GRADE.)SHALL HAVE A MIN.OF 300 P51 COMPRES51VE STRENGTH I I I I a AT 2&DAYS. 5LA135 ON GRADE MAY BE CONSTRUCTED W/2500 P51 CONCRETE. I I 2641/2 2861/2 2) FOOTINGS SHALL BEAR BELOW D15TURBED 14v&ORGANIC 501L AND UPON EITHER THE SURFICIAL SOIL OR UPON I I RECESSED SHOWER ( I ° v . I I I (s) STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95%OF STANDARD PROCTOR MAXIMUM DRY DENSITY (A5TM D1557)FOR A DEPTH OF AT LEAST ON FOOT(1 ft.)BELOW THE BOTTOM OF THE FOOTING. I I I v r 2' ° 20 3) DEARING3 i ' • I I � I 4 O A U PATETLEITHER EXISTING FINE SOILS. PROPER COMPACTION OR IN CMPACTED SHOULD FILL. BEARlNGEL SOILS.pFTERCOMPACTION SHOULD v EXHIBIT DEN51TIE5 EQUAL TO 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY(A5TM D1557) IA. I I I �- Lu 4) REINFORCING STEEL SHALL BE A5TM A-615 GRADE 60 STEEL COMFORMING TO ACI 301,ACI 315,ACI 315 AND CR51 I I I U-J (� MANUAL OF STANDARD PRACTICE,LATEST EDITIONS. I I a I .r oz oz 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL 1N EOOTlNS SHALL BE LAP SPLICED A MINIMUM OF I I MAIN NOTE EXTEN51ON AND DIMENNONS I , n 36 BAR DIAMETERS OR 24"WHICHEVER 15 GREATER UNLESS OTHERWISE NOTED. I I HOUSE f— — - — ,— — — — — q N V Lu 6) THE MINIMUM CONCRETE COVER FOR FOOTINGS SHALL BE in MIN,FOR REINFORCEMENT. I I SLAP FOR — — — — - -j v V J FOOTINGS(TO MAIN REINFORCEMENT............--.-.-.._3 inches I 15}2 5Gt ft SLAB ON GRAPE............................._..........................CENTERED J 7) HORIZONTAL BEAM AND FOOTING BAR5 SHALL BE BENT 1'-O"AROUND CORNERS OR CORNER BAR5 WITH 2'-0"LAP SHALL BE PROVIDED. I I N I I d v o v ° Q ° a 6) CONTRACTOR SHALL PROVIDE SPACERS.CHAIR5,BOL5TER5,ETC,NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLA5TIC TIPPED OR 5TAINLE55 STEEL. FRONT PORCH(4-- 9) 4"9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED I LOWER) CONCRETE 5TRUCTURE5 ACI 315 LATEST EDITION.UNLE55 DETAILED OTHERWISE ON THE STRUCTURAL DRAWING5. I ;r I 85 5q ft 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH"THE BUILDING CODE REQUIREMENTS FOR CONCRETE"ACI 316 LATEST EDITION,AND"5PECIFICAT10N5 FOR STRUCTURAL CONCRETE FOR BUILDINGS'AC1301. I I I I TOTAL SLAP AREA _II 2125 5q ft O I L, --- — — LLL-a MASONRY _...- --- - - - — - --- - - - - - — - - - - ---- - - ._._ - - - - - - - — — — — — —.. — — — --- - - - 1) CONCRET MA50NRY UNITS SHALL BE ASTM C90-75,HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS,TYPE 1 J GRADE N-1 NORMAL WEIGHT,WITH A MIR COMPRESSIVE 5TRENGHT OF 2000 P51(f'm=1500 P51). 44'41/2 6'71/2 2) MORTAR SHALL CONFORM TO A5TM 0270 AND 513E OF TYPE M OR 5, V J 62' 3) HORIZONTAL MASONRY JOINTS KEINFORMENT SHALL BE GALVANIZED TRU55-TYPE WITH 8"LAP AT ALL 5PLICE5 AND SPACE AT EVERY OTHER BLOCK COURSE,MAX 16 in O.C.. DATE: OCT 15, 2002 w cs� w NOTF w cws� a� UNLESS RULED OTHEKW15E BY THE SOIL ENGINEER OR CONSTRUCTION PROFESSIONAL THAT 15 FAMILIAR WITH THE HISTORY OF C�s THE SPECIFIC CONSTRUCTION SITE,THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO(2)25 FT.DEEP SOIL J BORINGS BE PERFORMED AT THE CONSRUCTION 51TE FOR THE PURPOSE OF EVALUATING THE DEEP 50IL CONDITION AND TO m SOLE PLATE SHALL DE ANCHORED TO EXPAN51ON JOINT RECESS 5LA13 3/4" INSURE THAT THE SOIL DOE5 NOT CONTAIN POCKETS OF UNSUITABLE SOIL(LE,ORGANIC SOIL,UNCONSOLIDATED CLAY,ETC,) GATOR BOLT 5LA5 W/V2"DIAMETER GATOR X 10'WIPE AT BOLTS SPACED PER SHEET. GARAGE DOOR THAT MAY CAUSE FUTURE DETRIMENTAL STRUCTURAL SETTLEMENT. INTERIOR THICKENED 2 x 4 STUDS ADDITIONAL EXP.BOLTS MAY BE HOWEVER.6 FT.DEEP 501E BORINGS SHOULD BE PERFORMED TO ESTABLISH THE DEPTH OF 501E EXCAVATION AND BACKFILL. SLAB DETAIL a 16,O.C. NEEDED PER SHEAR WALL TABLE ON ENGINEERS DETAIL : .1. - NUMBER OF BORINGS SHALL BE RECOMMENDED 13Y THE SOIL ENGINEER. IF NO DEEP 501L BORING INVESTIGATION 15 PERFORMED(I.E.25 FT.DEEP 501L BORINGS)THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING: H T r e (2) TURN DOWN 5LAB DETAIL AT GARAGE THE UNDERSIGNED(I.E.ENGINEER)HAS NO KNOWLEDGE OF ANY SUBSURFACE 501L CONDITION REPORT: THUS,ALL FOOTINGS RODS Ilk CONTINUOUS ARE DESIGNED A5 SHALLOW FOOTINGS BEARING ON 501L THAT POSSESSES A MAXIMUM BEARING PRE55UKE OF 2000 P5F. jq p 7 7P�.,,,„ � / -*aAr IF CONTRACTOR FOUND ANY DIFFERING CONDTTION5 EITHER THROUGH 501L REPORT OR 501L REMOVAL,THEN ENGINEER OR d p1u4+��.• UNDERSIGNED SHALL BE NOTIFIED AND P055113LE FOOTING DESIGN REVISIONS(I.E.MAT FOUNDATION OR PILE FOUNDATION)MAY HAVE TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. 2 X 0 N �j N N 62' 187 611/2 819 861/2 20' � 25 1441/2 111/2::- 461/4 423/4 46 4'1/2 O Q N N m � � © 1L 8"GLA55 (� � � U c' outA"U* 13LOCK(2 X TANKLE95 GAS I � Q� 6)-5EE HOTWATER HEATER Q �Ll VAT10N t3 GENERAL CONSTRUCTION NOTES. � IN-WALL IRONING DOARD-DUPLEX < � OUTLET PART OF UNIT-HARDWIRED Z Q CENTERED-SPACE BETWEEN d Q V J O W 3 W 3 W W 5TUD5-THIS WALL o FOWDER ROOM ON FIRST FLOOR 15 w rn _ ...... .._. AUNPRY CSJ N IIACCE55IDLE DATHROOMII N .22 "� x� �x BACK5AVER HEIGHT sz I I N N I MASTER BATH # 1/2 --�} 2`I CENTRAL VAC- - } STORAGE UNDER STAIRS TO 13E I11 - HOUR ell84xKy9 ,� vEDlcnrEDouTLET w03MASTER PDRM I � Io� ' r CONSTRUCTION II _N � 15'2x147 N �- �� 1 .� � I I G117 xARAGE N _ - - - J FULL HEIC rF BATH i I 4'4x59 28'4 1/2 WALL I I ( (1 wog CL05ET `Y 12' CULTURED MAR13LE WHIRLPOOL TUD IN 99x78 �' �� o 00 x MASTER 13ATH 137,/ 52 N O < U 8 WATER 5OFTENER LOOP UP 38 Z � 22'41/2 ' w t--t PANEL WAINSCOT � IN KITCHEN TOP TO DE . Qn _ O THAT C AIR RAIL DIES INTO 11'8 _ _ 81/2" 8'9 8'61, �� '� ODz AT 5"/STII A H kvo va2� 55 - 1/ 15'9 CA� 4'11/2 —INIT AND PANELING G0�5 UNDER N 131e w (J �, I HALL ENTRY N Z 2'4 17'7 x 3'7 i CABINETS, THROUGH THE KITCHEN. 03 6'8x57 PANELING TO GO THROUGHOUT NOOK AND CROSS TO OTHERSIDE OF KITCHEN _____ I a p eb 02 N CylAciS �� vaoRs DOUBLE SEPI 5UYER A13OUT VENTING HOOD - WILL N POCKET 0) LIVING � ea,�oearo reo�o®ro DOORS � 1 � IIII IIII 23'7 x 19'4 42" lJ ALL LIKELIHOOD VENT OUT THROUGH REAR - KNEEWALL KITCHEN 03 Po C �- P�LACE GLASS 13LOCK HEADER AT WALL =al . � CAP 0 204 x 154 57 14 5-:� 6 " TOPS - LEAVE VENT SPACE E3EHIND HOOD W1,LL WITH 6" ~, FORMICA VENT. ��_ O 12" N O CANTILEVERED . TOP J C8P&1BI.5 �Btt� YLE►D !0uA'iB1'0 ' 1 Q W02 woe w02 L] GLA55 ROCK-TOP (s) AT 63"AFF 92; 810 571/2 15.41/2 L - 24' 21' 3'111/2 62' LIVING AREA 1547 5a ft DATE: OCT 15, 2002 w DOOR SCHEDULE w � NUFA ER QTY SIZE THICKNESS CODE 01 1 16070 13/4 16070 - STEEL GARAGE POOR W/INSERTS < 002 1 4368 6 - PANEL STEEL W/SIDELIGHT - NO MUNTINS m 005 1 8080 15/4 MARK 50 - WHITE SGD - NO MUNTINS 004 1 2868 13/4 6 - PANEL EXT. STEEL_ DPL BORE WINDOW SCHEDULE ❑ 005 1 2068 15/5 6 - PANEL INT. NUMPER QTY SIZE CODE 006 1 2868 15/8 6-12ANEL INT. W01 1 2616FX 15 - 6 X6 GLASS BLOCK (TOP AT 72'' AFF) 007 1 2868 15/8 6 - PANEL INT. POCKET W02 3 30445H MARK 50 - WHITE - NO MUNTINS SHEET 008 1 2868 13/8 32" SHOWER DOOR W03 6 30505H MARK 50 - WHITE - NO MUNTINS 009 2 2868 13/8 6-PAN INT. POCKET W04 1 14,54FX 10 - 6" GLASS FLOCK 0010 1 4068 13/8 MIRRORED PI-PASS W05 1 30305H MARK 50 - WHITE - NO MUNTINS 011 1 2068 13/8 6-FAN INT. POCKET W06 1 15020LS I MARK 50 - WHITE - NO MUNTINS 012 1 3468 15/8 6-PAN INT. - DPL POCKET DOOR SYSTEM 013 1 2868 13/4 2 - PANEL DOOR W/OPERATING SASH K 9 O � N N N z C) >-, LD < m N } to m � 50' V-- 0 U 314 441/2 3'4 1121/2 3'6 54 251/2 165 Q n (,� � iC N 2'4 2'1/2 1113/ 61/ 1251/2 4' Q C) w W W03 O O (S) O (J) U 93 N N l J� -- ,g 1'11 15 4'41/2 1'81/ '71/ =' N kz NY) BEDROOM N BATH 159 x tri 5TUPY x79 x 7 N N W03 1090 x 89 �.j 0) N Fn.15t..bm(—t� F— F, IF, a _ rn N — N W03 N 15 - FICNAEp Bp(5EA7 qJ CL05E7 N PEDRDOM --- ABOVE SLOPE°CEKA�GIN CONSTRUCTION NOTES: ABOVE S LL 9E CE 1Q'8 x 147 � �- I I Q � Lu � 01/2 55^ _ 14 HALL 11' 1/2 HVAC CLO5ET CL 5ET 133x67 310x31 Ui�STAR5 DATH - NO MIRRORS 17 io i4 DN OPEN BELOW 82 3'I ... .._ � w •.----• 85 x37 CHASE INSTALLED DY CONTI2ACTO1� o k 45 4'I 1/z -- -316 46---� LIVING AREA N 732 5a f1; Z 5'9 551/2 16'61/2 = O O woe 11'1/2 1121/2 251/4 6'91/4 8'61/2 3'6 46 -J 50' 2X2 BALU5TER5 TO2X6TOP RAIL OII U__ �- Z � Q � U � W U Cn Cn NUMDER QTY SIZE THICKNESS GODE DATE: OCT 15, 2002 D01 1 2668 13/8 PANELED E3IFOLD WINDOW SCHEDULE D02 2 2668 13/8 6-PAN INT. POCKET NUMPER QTY SIZE~ CODE D03 2 2068 13/8 PANELED 6IFOLD W01 4 50505H MARK 50 - WHITE - NO MUNTINS D04 2 2668 1318 6-PAN INT. W02 1 20305H MARK 50 - WHITE - OBSCURE - NO MUNTINS w w D05 1 6068 13/8 PANELED DIFOLD W05 1 5020LS MARK 50 - WHITE - NO MUNTINS D06 1 1368 13/8 3-PANEL INTW04 1 8068FX CUSTOM FIXED GLASS � m SHEET 3 A X (0 v 62 N N HALL BATH - U F STAIR S r- -� z ❑ ❑ MIRKOK5 - SUFFLIEP ❑ ❑ 13Y OWNER ee I I LL T - - — __ - - --- - - _._ — — — — ___ ._... ._._ __ — _._.. ._ ___-_ - - - - � i _ - i I w � � Q oc 73 a� I I I Q CATHEDRAL CEILING CATHEDRAL STUDY CATHEDRAL 13ATH CEILING CEILING BEDROOM CATHEDRAL I ATTIC CEILING TRUSSES DESIGNED \ FOR HALL CLOSET CL05ET I I STORAGEPWR I V J UN OPEN BELOW OZ uJLL w MASTED �ATHI�OOM r __. - - - - - __ - - _._ - _.__ - -- LIVING AREA -- - - - - - - - - - - -.. -.- - 732 5o[ ft �� I uJ \ \ I Lu \ I O C�s m 2'x 4'GLA55 SKYLIGHT LOCATED \ I I = [] [] ROUGHLY ABOVE REFRIGERATOR CEILING I - J ( LOCATION SLOPiE ROOF PITCH IS 7:12 PITCH. ALL CATHEDRAL PITCHES IN SECOND FLOOR ARE TO 13E 3.5:12 PITCH \\ I CEILING HEIGHT OF MASTER 13EPROOK MASTER DATH,HALL CEILING 13ATH AND LAUNDRY TO 13E 9'-0". \ PLATE HEIGHT OF GREAT ROOM/KITCHEN/NOOK/FOYER/FRONT \ ( SLOPE PORCH TO DE 9'-O". CEILING OVER THESE AREAS TO DE 12"TJl \ ON 6:12 PITCH. WALL HEIGHT UPSTAIRS TO ACCOMODATE 7:12 PITCH (9'-0") \ I - - - - - - - _._. __._ - - - - - - _.... ..__ __-_. ____ ____ ___.. _.._ .._. _ _ _ _.... — -- - -- - __ ._ - - - - - - _ _ — _ - - - - - ____ _ -- - — . O O u oz/ (s) DATE: OCT 15, 2002 4- w w w w oz z o Q —a � m ❑ M SHEET X N v O � N l(7 Cn l q qtO a tD N �6 o �. u- ELECTRIC PANEL CN w Q = Q O Uj i O (s) V Cfl N - -- _ VANITY FWURE5 CENTERED BETWEEN GLA55 BLOCK AND WALL CORNER GENERAL NOTE: \ -..._....... - '. ...... . ... ... 11 � LAUNDRY � ` (s) E656 Mae SERVICE SIZE: 200 AMR � ARC FAULT PROTECTION IN DEDROOMS - - - - O < U MASTER BATH � � � � � o (� I i Z ELECTRICAL WALKTHROUGH WITH BUYER AT MASTER BDGARAGE �RM � U � w \ , BATHLu 0 Cs Dz ` / N W = 0 0 HALL _ ` \\ PDICATED 20 AMP CIRCUIT' s ENTRY --- ,29LG mac, O / - _ 0c) ssm 824 \ LL (s) PFNDANT LIGHTS LL LIVING 1 1 o rw3om.a I Z �— i < Ito 1 ,o .p ` ` KITCHEN ,1'ORCH� � C � WF U ET FOR LANDSCAPE f � TING CAP OUTLET-PUT CHANDELIER IN FOYER s I en �9ero -27X{ 1"1 DATE: OCT 15, 2002 w Lu Lu w � N Z o SHEET K t6 62 C 117 N N N z � O � a � N c� J uw LL Z S © m w Q = 4� Z coo Uj m N � a � o BEDROOM 5TUDY BATH M w 5t F aYy(mcs \ CS G T. � _ � www BEDROOM �_ r _ ---- - � J , O C w dH HALL CL05ET 90 00 0000 �§ CLOSET Z OPEN BELOW _ ... . ...._ O O 7� ry L I , I I I I I I L- - I LIVING AREA 732501 ft Qz O C) LL CN Z O w t LL Z � _II U U � w � � U w cS) 0 g DATE: OCT 15, 2002 4-- CS w w Q � m ❑ z SHEET 5 A �y87 � FRONT 62V I? 1 1- LL LL z � o m z O C)LU � Cfl N AllC 31 oz � W o < z azo IL w w 0 0 � oz N Z � O O REAR � _II ILI Z � Q 1- ■ � U W � DATE: OCT 15, 2002 w w k-- LU z o dig � m SHEET yf 7 �j c�.cui.c.0 REAR rn O U) CNN z Q � N N m � LU c� Z: LU cid Q = A-1 Q a � m N � W Q � Z � Z � O � � � � Z LEFT z �- 11 1 1 if o - w -� UJ U W DATE: OCT 15, 2002 � - w w Hi loll � w ® w � � m SHEET 7 14 g1 , I 0) 0) 42' 20' - - - - - - - - - - - - - - I 2a I I � � ! - - - - ___. ._.. ._. — ^ —, - - — - - — ....... .. - - - - - - - - - - - GARAGE •, %M1. mfr 77-777-77..rht'y �, ,� v .+... .t' :t.�i:':�':,ti"• vI yry`(•Yv. •�`ti.. `.. �'•�" .% i`. •f` •� 's.�{f�� `f =77 . ;1` r'`' �` '< - 511 - 1211 2.11 1211 _. I ` w...... ..�. ..,.^ — — — .,..... ..,... ..,_,. — — ._.. �. � �.. .._.. T _..._ — — — — — — — � � L(O/WEfR Q .© ° � � V �• •r,., �..` r� '+ ; TH q dtt 496 5q•ft 1; STEP UP - 4 o A q i I I � � I _ � � •_ 9 ° I �' I � ff f • • N � `� it I � � � I 1 ° °• n 2&'61/2 Q 2a'41J2 II ; v f�1rCE551=D SHOWER =v. r I 51 21, 20 fir, 1,1 l N I • I �• °- �:�> �:�; 1..1....1 MAIN NOTE EXTENSION AND DIMEN510N5 .y �_- f—LOUSE �� - - - _.... - - - - - - - •:�r I j •' I �J' LAB (�� I y I 1542 5a ft ' — — _ — — — — ._.... ._... — �S;) I � Acb+ PK Lpty, c►1 vn,t, I yr I q ° v ------ ... 77 0,1 i fNY Tara& Gdwtx-&Q" 'LL I -- F► I FRONT PORCH(4" ( '`` I v ,r I LOWER) j I 'YS I i I I TOTAL SLAD AREA II i 1 i - 2125 ScI f1; �� L — -- - - - - --'-• -- - - - - - - - •--- - - - - --- - - - - .._ - - - .._ — - - - - ._ — .F,• t• ;r •< >. X •• .� 77 X `!`•. .✓ ,{• t } . %'•..•: .v.4. is�• }rv.`• •'.t; 'r. >; ;k 'i ;v u s }• .f". Y ;.+S' �_.�- -7— I 44'41/2 6°71/2 62' jI 1'j I I I i I 1.�_I j I I �s•� NOTA. � �I U-1 L:.I UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTION PROFE551ONAL THAT 15 FAMILIAR WITH THE HISTORY OF n= THE SPECIFIC CONSTRUCTION SITE,THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO(2)25 FT.DEEP SOIL BORINGS BE PERFORMED AT THE CONSKUCTION SITE FOR THE PURPOSE OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL(LE.ORGANIC SOIL UNCONSOLIDATED CLAY,ETC.) ' THAT MAY CAUSE FUTURE DETRIMENTAL STRUCTURAL SETTLEMENT. 1 HOWEVER,6 FT.DEEP SOIL BORINGS SHOULD SE PERFORMED TO ESTABLISH THE DEPTH OF SOIL EXCAVATION AND BACKFILL. E_1 NUMBER OF BORINGS SHALL BE RECOMMENDED BY THE SOIL ENGINEER. IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED(LE.25 FT.DEEP 501L BORINGS)THEN THE UNDERSIGNED ENGINEER j ASSUMES THE FOLLOWING: THE UNDERSIGNED I.E.ENGINEER)HAS NO KNOWLEDGE OF ANY SUBSURFACE SOIL CONDITION REPORT: THUS,ALL FOOTINGS -` -- ARE DESIGNED AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER THROUGH 501L REPORT OR SOIL REMOVAL,THEN ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND P05S1DLE FOOTING DESIGN REVISIONS(I.E.MAT FOUNDATION OR PILE FOUNDATION)MAY HAVE TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. L`d�8rr re �I,.I t ! il' th.�.. ^pal w �f!`ILII ,,,` i. 1',M) FIlF hl^�i1 -..._ I V U � I} I t Ki _....._... ....._ __....._ __ I .,..M,..,.d�...w..... .. .., , A I DRAM 6Y• AT RI n7TS BY: APPROVED nY:�ALJ/G .. J'1� �. (�n1 r. w.I: HE:EI' tdn, .. .. oA1� ,, 'E.�»l. . ,i r sc�u�: AS MgTEU I � � I Cr':pom- 17I 77 C k� �- CS ) N N )zxIQQAD Al D b A >3 uc) I - Q c-5 N w I• a ■�� LL i i � In C5 U ARAG�" X 4] v c6 o -CA- Q� - - o Z to = w 1t v "ro> N As. V Infl. hw_ a 3 N r1 Y TABLE FOR SHEAR WALLS FRAMING - HALL j (SECOND FLOOR) "� s �; �. .. THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA-UNLESS OTHERWISE NOTED IN THE TABLE A WOOD SHEATiNG TO STUDS NAILING SHALL BE 8d COMMON NAILS. x w B GYP. BOARD TO STUDS NAILING SI ML BE 5d & 6d COLLFR NAILS FOR 1/2' & 5/8' THICK BOAF a RESPECTIVELY OR 1--1/4" TYPE S OR W. ,�8 SCREWS FOR EITHER ARD THICKNESS Q U u LL ee�Aws aoor;IIEATNriO 19 tw� REVD. SINGLE OR SHEATHING TO STUDS �'�3��s �i�""`s TOP cHOKa - • DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING - Lu f r )2d NALS oA�t „ p Z Q �} O II.I A 7/16' DSB SINGLE 6' / 12" RAT e�� .--� iWOO LN0 AT A WfMMA�1 WAIN N 7 16" OSB ,. WAU 0OPhRAOM BOTTOM c"m a L W (8 OCK®) 51NGLE 4. / 12 �i►° M %urs iue w - PLAN MEW , ELEVATIGN VIEW O CASE M -- SHEARWALL TO R00!< CONNEC11pN �`� c 7/I b"oS$ � SINGLE PRE FRAMurO (1Rus5 !:ACCs ON ONE SIDE OF WALL) �). •V O.C. ADDITIONAL NOTES; r - LAW 2e' MAX FLAT � TCP CNORC 1) FOR LOCATIONS CLOUDED AS S 6 j. USE (ONE)) MOZEL NO. TSTA 83(,,SIMPSON , FLOOR rrp, (MAX) �� } TO FLOOR TENSION TIE �/ (�)-�xa Nis r� 2) FOR LOCATIONS CLOUDED AS 7 , USE (TWO)MOZEL NO" L5TABS&""51m f5oN�, FLOOR p�. TO FLOOR TENSION TIE (2}-'2a NAus (TrP)2d NAILS 3) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR. WHERE WALLS ARE A CONTINUATION ," "" r t7YP ' f- �► TABLE FOR SHEAR WALLS FRAMING 0 TC�WIpp.= 4 _ BOTTOM CIIOIIp � � O OF GROUND FLOOR WALLS. MAY BE BOLTED PER DETAIL "F" ON SHEET (MAX)�"�-=-=` - .-. � . ' (GROUND FLOOR 4) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE M o J1EL. No- C 5 20. ",sine P S o n)'" PLAN MEW ELEVA710M MEW +r -" ) U-- SPACED ON 32" O.C. • BOTTOM ANa HLSD APPII E z 0 TOP PER DETAIL � � �I *0 THE SHEAR WALLS TABLLE WAS ESTABLiSHE6 ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE "CO ON NEXT CASE I ql . L TO ROOF CTI W NOTED IN THE TABLE: r SHFaET MINIERE SECOND FLOOR WALLS ARE SUPP�tTED BY FLOOR GIRDERS AND ARE )� A CONTINUATION W� � FRA1MNa�� INTO � A WOOD SWEATING TO STUDS NAILING SHALL BE Sd (S) OF FIRST FLOOR WALLS, EXTERIOR WALL OPENINGS MAY BE STRAPPED PER DETAIL "K" ON NEXT SHOE` - A3 GYP. BOARD TO STUDDS NAILING SHALL L 5d COMMON NAILS. aT & fid COLLER NAILS FOR 1/2" & 5/8" THICK BOARD *--� IETR(L,MP~ - II)TERIOR SHEAR - �:LL RESPECTIVELY. �ItC1N @�1W't' C) SOLE PLATE-CONCRETE SLAB ANCHORS SHALL BE 1/2-ox 10" LONG "J-BOLTS" (A307 STEEL) FOR EXTERIOR WALLS OR 1/2"0 x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS. I U REQ'D. SINGLE- OR SHEATHING TO STUDS FLOOR TO FLOOR < _I I DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING SCHEDULE "A" O 7/16" OSB SINGLE 6" / 12" BO" O.C. c--- (BLOCKED) ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE OF BEARING WALLS (PRE— IGINEERED FRAMING) �e 1 �� SINGLE 4" / 12- so- O.C. v _.�...._ 7/�s' osEl SINGLE w TRUSS Na. OR UP"LIFT. TRUSS TO TOP 3" / 12' : 3s" O.C. ** DESIGNATION * (Ibs) PLATE OR TO STUD TOP PLATES TO FOOTINGS - - (BLOCKED) J 0000 ALL TRUSS ENDS `'"R"`� DATA:OCT 15,2002 EXCEPT ONES 0-1i M5/5111APSON C TIES 1/2"d GATOR BOLTS SPACED AS s OJTUNED I�ELQIN. . . SHOWN-ON SHEET„#,q. � . . .. ... A9 EP x T �Igcfi .t O h2.+x ° Y G-ftAuTZv.Bbi.j o w ADDITIONAL NOTES: (n HS "5► Soa; 4 s s � z"0 GATOR BOLTS - t � 1 � �G3 Mf P / L S SPACED AS ) FOR LOCATIONS CLOUDED AS �, INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE j 1-- SHOWN ON SHEET �I�. I BOLTED PER DETAIL "BI' ON SHEETKAL #IOv LLT I&� SbDel. 1��e�d �� 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL Q � -� �- BE BOLTED PER DETAIL. "E" ON SHEEP 3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES.OF BEARING WA ! u „ tb (1�1�f►r R.+ 4% fOO� - SCHEDULE A ON SHEER LLS S SHOWN C #q . STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES ACTING SIMULTANEOUSUY WITH UPLIFT FORCES. (z)MTs zo svL�PsoN (ONE) 1/2-0 GATS soli LOCATED WITHIN Cmc )ar a, s1a•�s► o+��,r,, I 6" OF CENTERLINE OF TRUSS BEARING ��~ aF slimy 4) THE ALLOWABLE SHEARZ VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS 1Gy- ZooD EL}CH NAILE9 W��t{� "�w44 HAVE BEEN REDUCED 81Y 18X TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER Toa x.l�iz N A141 �K , �pl WALL CONSTRUCTION. AUM THE ALLOWABLE UPLIFT CAPACITY ALL METAL STRAPPINGS� 5� " N� w 0 CONNECT STUDS TO TOFF PLATES, SHOE PLATE, SHEAR WALL HOLDDOWNS AND TO STUDS OF 1... FLOOR ABOVE OR BELONN HAVE BEEN REDUCED BY 18X FOR 'ME SAME REASON MENTIONED G �.,.� ABOVE -- _ HGT-z " St<m�soN: I dflrlir' l++L * SHEET 5) FOR LOCATIONS CLOUDEED AS S . INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED AT feP & BOTTOM A.� �) So ATinN t Cl•OU'J >95 � SHALL gE STRR fPEs> PER. '9ETgw C of * SEE TRUSS ENGINEERING 8Y �'- "��Ir.�.FOR TRUSS DESIGNATION. T� rj► 1.. S L.f)YOGT" 11Sf!-O -r 10 7)LOCATron►1 CLOUMM fl s � SliaLt F�. STEAPPL.'D 11LM19.064 Pliit lft r& CAD FILE NAME DRAWING NO. DRAYIII gtf APPBOYED APPROVED OY LJG LOU& TV. SHEET NO, DAT_ 96610 C OakmfiAd scA AS NOTED I'll-1122-17 � OF I I _ - r ROOF TRUSS _Mercers SCI-iE�'{.II..� atV�a �y�;•,� 3 ROOF TRUSS I roof ttus Per sheet rf�MMENIDEED, STUB SIZES AND SPACING ; WALL PLATE HEIGHT SND SIZE SPACING Herders lw'sheat*0 �. 8'-0" THRU 9'-10" 2x4 1!i" xe I ' �` �"• 20 go. 24" long 10'-0" THRU 14'-O" 2x6 16" twisted strap_ A 14'-1" THRU 18'-6" 2x8 16" - GENERAL STRUCTURAL NOTES: 19'-0" THRU_ &-0" 2x8 12" 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL 2x1 O 12" SNa�s REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF5 ��"4��, Gi i t/2"s� GATOR 80L7 CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE K * = THE PLATE HEIGHT REPRESENTS THE VERTICAL ? PER SHEET I QsnTOR aotr j I --" t: 1 t WITH ALL APPLICABLE CODES AND REGULATIONS. UitildvTERIcUi�T1=p SPAN LENGTH OF TH STUD. 1 f 3 ._ - I IF' i-iOr�Ic. CC3NTlNOUS BRACE CAPABLEOF TRANSFERING I � i I ;s" I I 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR LATERZ LOADS TO SHEAR WALLS DOS EXIST, 1."C'Ftq"Sty+► xo�". TO COMMENCING WORK, THEN :THE SCHEDULE SHOWN ABOVE OEs NOT � � - P APPLY. :, - � ' HOLDD0IWN 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAGS DEPRESSIONS AND PITCHES,AS MAY SCHEDULE "D" *04 t BE REQUIRED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS, � CONCRETE SLAB FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLO FOR ALL LOAD BEARING WALLS w- d. (2)NTT22 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) StiMp sbN .�, REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER, t+oLbar3WNs OPENING WIDTH IN FEET . • r r, 3: ; ; .;: r :•- •� :;,.•:. ..,r, :%.'�' '�':3 r 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS .ARE INTENDED 70 BE TYPICAL AND6'-0* • • ` 'A;, �� r• - .,. .� UP TO 3'-0" 3'-1" THRU 6'••-1" THRU 10,-0" - T •• ;' CONCRETE SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK .. - • sC EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. LINTEL * ;(3)-2x8's (3)-200's (3)-202' IS UPPORT GIRDER �' EXTERIOR WALL OPENINGS {:' : atoll ."c", Jamb strapping 6 SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE, FOUNDATIONS WERE DESIGNED JAMB ** USE TWO (2) STUDS OF THE SAME SIZE AS ESE OF THE WALL SING CONSIDERED E �•._s .,.. . _ ` C�? tap & ;E3ott: FORA 2000 PSF SOIL BEARING CAPACITY, CONTRACTOR SHALL REPORT ANY DIFFERING EXTERIOR WALL OPENINGS STRAPPING ® TOP & BOTTOM EXCEPT AT "B", . , CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. * = THE (2) PLATES WITH A 1/2* PLYWOOD FILLER MAY BE USED INSTEAD OF K GARAGE DOOR T OTHER LOCATIONS SH D e t a I l Jamb strapping THREE (3) PLATES MENTIONED ABOVE. STRAPPING 0 TOP & BOTTOM ON SHEET #q OF THE DRAWINGS OWN @ top & Bott. 7) IT 15 THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND ** _ STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. (N.T.S.)SEQUENCE TO INSURE HE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING (N.T.S.) RIM JOIST OR BEAM ERECTION. � .0(N.T.S.}) CONSTRUCTION NOTES: - X CONCRETE: ROOF TRUSS NOT ROOF TRUSS . SHOWN FOR CLARITY ��'� PREENGINEERED ROOF TRUSSES X 1) ALL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN, OF 3000 PSI k /� GATOR NUT x COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE. �r I TOP PLATES $ N,"stir► SONt� ST1Q A 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFlCW. SOIL OR UPON � � �i�3 • P P P STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM �:''• �i z 3"x 3",x 1/8" �� GATOR WASHER DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE BOTTOM OF THE FOOTING, �'�.� �� SPH;51µ�SON� STRAPS ; 3) BEARING MATERAIL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, V• /� ® 32" O.C. HURRICANE STRAPPING PER POST STRAPPING t TOP WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL THE BEARING �� •�� BCH. "A" ON SHEET C� ; TOP PLATE (N.T.S.) LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED �� • OF WALLS PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) i ; R 4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, � � � 6"x 6" OR 4"x 4" POST ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. 1/2"0 GATOR BOLT ^ A Bu,"ORM So" ; POST - A SHEET �q n p 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE ,. 1/2"0 GATOR BOLT /ANdHOR r 1 LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24 , WI ICHEVER IS GREATER UNLESS L57fl36, SIMPCON. OTHERWISE NOTED. PER E DRILL 8 INTO CONCRETE _ P SHEET �!q li� „ } :. . : SPACE ®D:32" O.C. . 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN, FOR REINFORCEMENT. {MAX') ' FOOTINGS TO MAIN REINFORCEMENT 3 Inches � � � POST STRAPPING @ BOTTOM SLAB ON GRADE.......................................................CENTEREp FOOTING BARS SMALL BE BENT '1'-O" AROUND CORNERS OR CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. CORNER DETAIL L POST STRAPPING A SHOE PLATE (N.T.S.) TOP & BOTTOM 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC, NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES (N.T.S.) SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. SUPPORT BEAM OR 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR GIRDER PER SHEET #q DETAOTHERWISE ILING RON THE STRUCTURAL DRAWINGSCONCRETE . EXTERIOR ACI 315 LATEST EDITION, UNLESS DETAILED EXTERIOR WALL OPENINGS F 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 4f'HE BUILDING CODE REQUIREMENTS DETAIL p STRAPPING ® TOP & 80TTOM 1/2"0 GATOR 80LT FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE (N.T.S.) PER sHt,ET GATOR BOLT SYSTEM FAR BUILDINGS' ACI 301. STUD TO STUD STRAPPI G MASONRY (N.T.S.) GAT(A COUPLER INSTALLATION INSTRUCTIONS 1/2"0 GATOR BOLTS SPACED : I 1) DETERMINE THE STARTING POINT AND MARK EITHER THE 1) CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE PER SHEET #9 . ADDITIONAL STUD WALL 1/ "0 GATOR BOLTS SPACED I EXPANSION JOINT FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN, COMPRESSIVE STRENGTH EXP, BOLTS MAY BE NEEDED PER P #9 ' ADDITIONAL ( RECESS SLAB 3/4"x 10" WIDE IF J--BOLTS ARE USED OR BOLT LOCATIONS DIRECTLY OF 2000 PSI ( f ' m = 1500 PSI ). SHEAR WALL TABLE ON SHEET #q #4 RODS CON . I E BOLTS MAY BE NEEDED PER AT GARAGE DOOR N ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS 2 4" CONC. SLAB W/fix6x10/10 W.W.F. I SH AR WALL TABLE ON SHEET #q I EPDXY GROUT ` ARE USED. MORTAR SHALL CONFORM TO ASTM 0270 AND BE OF TYPE M OR S. ._.,_ STUD WALL :' 17 " •:., 4• 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON, THIS 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH o- � � SHEET. 6 In. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER-BLOCK COURSE, MAX. 16 in. O.C.. ��• I "• 6x6x10 10 W.W.F. "•,� WOOD FRAMING .1•• TTS- - MIL V.B. OVER CLEAN, I / I 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED LL COMPACTED TREATED FILL �. + �: .. : . (2)-#5 CONT. HOOKED PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL # I : , - ' I do TIED AT CORNERS CONCRETE FOOTING RECOMMENDATIONS. DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, A #4 RODS VERT, ON 48" O.C. & AT CORNERS. 1� MIN. 18" VERT. R S SHALL BE HOOKED 6" INTO I " 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE HE FOLLOWING MIN. DESIGN VALUES: FOOTING @ BOTTOM AND 12" INTO SLAB iv z _ �• ' '-" (2)- CONT• HOOKED I TURN DOWN SLAB DETAIL BOLT RUN DETAIL TYP J @TOP. R HORIZ. REINFORCEMENT, USE I Trr SAWN LUMBER LAM, VENEER LUMBER :.1: �I I, 9 a. WORIZ. JOINT REINFORCEMENT "i• + ; & n AT CORNERS Fb = 1120 PSI Fb = 2,600 PSI ON 16" O.C. (MAX.) ( MIN. 18 I ® GARAGE (N.T.S.) Fv = 90 PSI Fv - 285 PSI Fc1 = 565- PSI E = 1,900,000 PSI (MAX.) •.;' ** 48" +. Fc � 1,455 PSI .�-x•-20 .. . w . . .. ., _ . . - _�... _ .:.w__..� , . CONSULT ENGINEER.- ...E O 1,600,000 PSI �. - ,:�• 3) ROOF & WALL SHEATHING SHALL BE 7/16' ORIENTAL STRAND BOARDS (OSB) OR BETTER, " 20"(W)x 10"(H) CONCRETE FOOTING ( TURN DOWN SLAB DETAIL I IBLocKiNG REQ'D. SPAN RATED AS SHOWN ON THE DRAWINGS. REINFORCED W/(2)-#5 RODS CONT. 2x4 BLOCKING O SHEATHING JOINT 2x4 OUTRIGGER . ISETWEEN OUTRIGGERS I EXCEPT GARAGE ( 4* FROM GABLE END O 48" O.C. HURRICANE CLIP H--2.5 4) ALL WOOD MEMBERS ESSU ED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE - -�- -�- - - - - ,..- _.. ._ �,�, ^, ..__ - 7/18" STRUCTURAL ROOF SHEATHING U-HANGER /-HURRICANE EQUAL ® 48" O.C. CONT. 2x4 SCAB FROM TOP TO TYPICAL FOUNDATION DETAI -- I BOTTOM CHORD To SERVE AS NAILER OR SOIL SHALL BE PRESSURE--TREATED. 2x4 BARGE RAFTER CONT. FOR X-BRACING O 8' O.C. 5x6x1O/10 W.W.F. • 5 CONTRACTOR SHALL PROVIDE ALL FASTENING. DEVICES NECESSARY AND SUITED FOR 'FACII � "--'� � I PROVIDE CLIP FOR 400 lbs, i SHINGLE STRIP BOTTOM CHORD OF COMMON OF LATERALSHEAR APPLICATION, FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM - I TRUSSES o 24" O.C. A-153-80. •; :;, ~ FASCIA B CHORD OF GAN f BOTTOM•+ 1 12d NAILS O e" O.C. • "a END TRUSS • '�''' �: .2x4 X BACWG I 6) ALL METAL CONNECTIONS AND FABRICATIONS SMALL COMPLY WITH A.I.S,C. SPECIFlCATIONS. 0° �• FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153--80. (2)-#5 RODS CONT. o e-»o o.c, j �- TOP CHORD OF (TABLE END (3) 12d NAIL ' TRUSS DROP 3-1/2" DOUBLE TOP PLA II i 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT, 2x4 SCAB CONT. TOP TO 1 n Cr t o INTERIOR STEP. DOWN DETAIL BOA CHORD o s tt. MAX ••, 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 1. u�oads FROM GABLE I I ;OPWNIG INSTEAD OF SYP #2. Roof........... , 2Q]#ISq. Ft., Floor.........40#/Sq. Ft. _ h_.ws..,., -, - _ SOLE PLA _ __._. -�. �- ANCHORED TO SLAB YY/ 2x4 SCAB IF VERT 2x4 SCAB FROM TOP TO BOTTOM CHORD O X-BRACING ••. 2x4 BLOCKING O 48" O.C. BETWEEN a Three Second Glust Wind Velocity Per FSC-2001.........120- 2x4 S DS (PROVIDE ADDITIONAL 2x4's AT GABLE END TRUSS AND FIRST SCHEDULE B -- MISCELLANEOUS FASTENING SCHEDULE 1/2"0 GATOR BOLTS SPACED WEB IS NOT PRESENT I I ; ; - VERTICAL IF HIGHER THAN 48" COMMON.TRUSS Mph,i(Importance Factor)=1.0,Wind Exposure•"B", Category I'll"Building 16" O.C. p� $i-I�'I' #9 AppITfONAL MAN L" SHAPE) CCPi�+�K-)0.!515 EXP. BOLTS MAY BE NEEDED PER 3 12d NAILS , , CONT. 2x4x8 X12 SYP. LATERAL ; CONNECTION FASTENER NUMBER OR SPACING ( Partially Enclosed Building). ,» 6x8x10/10 W.W.F. ( ') I BRACE O $y O.C, i SHEAR WALL TABLE ON SHEET 9 X-eRAdNO GABLE END TRUSS (3) 12d NAILS ISOMETRIC VIEW TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMON 2 3 . Components&Cladding Design Pressures '** : h # BOTTOM CHORD of STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 Roof(Anywhere)=-65,4 Psf,+14.9 Psf SHOWING LATERAL BRACE TO DOUBLE STUDS, FACE NAIL IOd COMMON 24" O.C. Walls: Zone"5"'is within 4 ft.of comers,Zone"4"is Anywhere Else F GABLE END TRUSS DOUBLE TOP PLATES, FACE NAIL " one Eff w , . • ' ' ' (2)-2x4 TOP PLATE 1 Od COMMON 16 Q.C. 9 active Wind Area sq.ft.) Pressure '� NOTE: CONT. 2x4x8' SYP -PLATFORM FRAMING- ., .4. •� .• •� .•:••.�' .. .• TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMON 4 10.0 i' � ;i: •• _ +� M 25,9 28.1 - UNBRACED LENG'T'H OF X-BRACING MAY LATFRAI" BRA O Zy D.C. (N,T,S,) Cn rn CONTINUOUS HEADER TWO PIECES 16d COMMON 16" O.C. ALONG EA. EDGE 4 «'► ;.'� ' ' 2x4 STUDS ® te" 0.0. l 20.0NOT IF 24.7 -26.9 • , r" s�.• • IXCEED 10 ft10ADDITION�ANGTH DOES L SCAB REO-D. 2x4 BLOCKING 0 48" O.C. 14/at 4 50.0 23.2 -25.4 I - (2)-#5. RODS CONT. BETWEEN GABLE do FIRST TRUSS CAD FIL NAM[ 1 PLYWOOD & PARricLeBOARn sH�ArHiNc:_ 4 100.0 22.0 24.2 20" ---4. A 48" ac.. a,,P MUST MISCELLANEOUS DETAILS FOR M ROOF -- 7/16" OR GREATER 8d COMMON 6" O.C. .EDGES & 5 10.0 25.0 -34.7 j " PROVIDE A MIN. 400 Ibs OF SHEA�i, 8" O.C. INTERMEDIATE 5 20,0 24.7 -32.4 ! INTERIOR THICKEN SLAB DETAIL PLATFORM FRAMING L oT � t1t meg a&e.Am s E � co " fVTLOKUIL Eacr� L DRAWING a WALL - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & 50.0 23.2 -29.3 h WING N -- - 12" O.C. INTERMEDIATE 100.0 22,0 -26.9 ! GABLE END I .� (N.T.S.) DRAWN BY: APPROVED BY: FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & p g ng MISC. OUNDATIaN DETAILS G oR 5�I✓ 51.1EAR Wtilt. -^FRp,I.Es 12 O.C. INTERMEDIATE plus and minus signs indicate acting toward and away from the building surfaces APPROVED BY. LJG SHEET N0. op sHI;�Y . q <N,Tsa DATE: it /pZ LOUIS GABRIEL P.E. 1 SCALE: AS NOTED tl . DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 N: S� TELEPHONE:(904)247-5834 S FAX:(904)247-5843 --' SUNCOM: 852-5834 -- a http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # Applicant: 1� CJt-Cr--)Y-) Address: I L -3 LI L a W d LVa Ll Project: t4f�1,j � '. Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department and the following items need attention: l' rr�cTa roved i ctcccv>r/ ' � Lai Is Me CAS f. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works Date 1 Z dZ Signature Contractor Notified Date L DEPARTMENT OF PUBLIC WORKS } !.•�11°� J� 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 c. f TELEPHONE:(904)247-5834 FAX:(904)247-5843 SUNCOM:852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # '2 Applicant: �� Address: (3 L) L_Cqti C I Lk)(A Ll Proj ect: r\ �K" Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: C/'/ -� c i'E' / -C� S y Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Review d by Donna Kal zniak, Public Utilities Director Date 114 �-- Signature Contractor Notified Date Nnv 9, 6 7002 i BY: City of Atlantic Beach• 800 Seminole Road• Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• FAX (904)247-5805• http://www/ci.atiantic-beach.fl.us PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION DATE 11 D Q APPLICANT & ADDRESSPHONE: 7 ADDRESS WHERE WORK IS TO BE PERFORMS PROPERTY APPRAISER'S REAL ESTATE NUMBER ZONING DISTRICT S CONTRACTOR -i STATE LICENSE NUMBER ADDRESS / PHONE CITY kxh STATE ZIP I E23 FAX qD!4 a :7 f�CIJ DESCRIBE PROPOSKD US§ AND WORK TO BE DONE 4 Ihno PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION 4 QQ Is this an addition? If yes,what are the dimensions of the added space: --- feet by Will the added area be heated and cooled? �`� New electrical or increase in service? New plumbing fixtures? New firep L New heating/air conditioningT-- Is approval or Homeowner's Association or other private entity required?� If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits,please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 12/05/01 ' III. Energy Code Information: RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS 1. Is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? (FBC 13-600) y No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? No N/A AND DETAIL-(FBC 104.2.1) 3. is the"R"value between common walls shown? No N/A (FBC 13-602.1.ABC.1.1) PLANS EXAMINER: (�O�1i� DATE: Z 4. Is the"R"value for added insulation on exterior walls shown? No N/A 5. Is the"R"value for ceilings shown? (FBC 13-604.LABC.1) No N/A � 11 6. Is the"R"value for raised floors shown? (FBC 13-605) No NIA OWNER: 8 ,6-5 TC-0 ]OB ADDRESS: /qP'l /�/ft3K-C 7. Are Energy Credits Claimed? yes ($i? N/A A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes No7N/A , TCO A-) PHONE NUMBER: 7-'�Ca^3 �Sl� B. White Roof Credit CONTRACTOR: C. Programmable Thermostat (FBC 13-600.2.A.3)5) Yes No (CIRCLE) 1. Survey: IV Foundation Plan: 1. Is a specific purpose survey submitted? No N/A I. Are all footings shown,including interior bearing walls, 2. Is correct Flood Zone shown? No N/A Column pads and concentrated loads? No N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? es No N/A in an"A"or"V"zone? Yes No / 3, Are all elevation changes in slab shown? No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No X2M 4. Is minimum concrete PSI shown? No N/A 5. Is property in a flood way? Yes No 5. Is slab reinforcement shown? No N/A 6. Is flood way line shown? Yes No A. Wire mesh size and gauge? No NIA B. Fibermesh reinforcement? es ® N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) No N/A Il. Structure Code Compliance 7. Is minimum slab on grade thickness shown?(FBC 1909.1) No N/A I. Aro plans sealed by architect or engineer? No N/A 8. Is type of soil treatment for termites shown?(FBC 1816) No N/A A. Are structural calculations submitted? Yes No 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) No N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.0es No N/A 3. Is exposure category shown? (FBC 1606.1.8) No N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 1606? No N/A (FBC 1805.1) Yes No 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? No NIA 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? No N/A 1. Is finished grade shown? No N/A 7. Does structure meet requirements of FBC Table 500 for number of _ 2. Is minimum floor elevation shown? qp No NIA stories and allowable areal Ye No NIA A. Minimum 8"above adjacent grade? No N!A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? No N/A for structural elements? es No NIA C. Base flood elevation? <2P No N/A 9. Are plans designed per SSTD 10-99? No3. Is minimum footing depth beneath finished grade shown? a No N/A A. Are all appropriate charts and tables shown? ea No / (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A 4. Are all footing sizes shown? <ZZ> No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? No N/A Construction in High Wind Areas'? Yes No N/A 6. Is vertical reinforcement shown? es No N/A A. Are all appropriate charts and tables shown? Yes No N/A 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No N/A A. Is exterior wall finish shown? Yes No /A 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No N/A High Wind Areas? oy� No N/A C. Is exterior wall insulation shown? Yes No NIA A. Are all appropriate charts and tables shown? No N/A D. Is exterior wall finish shown? Yes No / B. Are all appropriate requirements circled or highlighted? No N/A 12. Are plans designed per"AF&PA Wood Frame Construction - 8. Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? No N/A Manual for One-and Two-Family Dwellings,High Wind Edition'? Yes No �N/A A B. Is exterior sheathing(type and thickness)shown? No N/A A. Are all appropriate charts and tables shown? Yes No C. Are nailing requirements(size and spacing)shown? No N/A B. Are all appropriate requirements circled or highlighted? Yes No A (FBC Table 2306.1) D. Is exterior wall finish shown? es No N/A 15. Does bedroom open directly into garage? Yes (/ N/A E. Is interior wall finish shown? C:�`y No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? � No N/A grade shown? (FBC 2304.2.5) � No N/A G. Are shear wall segments shown? No N/A 17. Is Designer's name and address shown on plans? No N/A A. Type of hold-downs shown? eYM No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) No N/A and FBC 1012.1.57 Yes No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? No N/A 19. Are habitable rooms shown with the minimum light and ventilation ` - 11. Is ceiling type shown,drywall thickness? No N/A requirements of FBC 1203.17 Yes No N/A 12. Roof Framing20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? r_Y_._> No N/A wind load requirements for components and cladding per FBC 16067 Yes B. Are conventional frame rafters used? ea � N/A 21. Does floor plan show fireplace? Yes 1. Rafter size shown? Yes No 22. Are stair details shown? No N/A 2. Species of lumber shown? Yes No N/A A. Is minimum stair width shown? (FBC Table 1004) No N/A 3. Grade of lumber shown? Yes No N/A B. Are tread and riser sizes shown? (FBC 1007.3) a No N/A C. Type of roof sheeting shown? No N/ C. Do sprat stairways comply with FBC 1007.8.27 es No �l[A 1. Thickness of roof sheeting shown? No N/A D. Are required landing shown? (FBC 1007.4)? es No N/A 2. Grade of roof sheeting shown? 4§ No E. Is required headroom clearance shown? (FBC 1007.4) No (A 3. Nailing pattern of roof sheeting shown? �es No !A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes ,No D. Weight of Dry-In felt shown? JIM> No N/A 24. If required,are tenant separations shown? Yes No /A E. Type of roof cover shown? Yes No N/A A. Duplex (FBC Table-704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) t'VP �No N/A 25. Are all columns and beams shown for porches and lanais? No N/A 2. Attachment of tile roof shown? es �: N/A A. Are column type,size and anchorage shown? No N/A (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? No N/A 3. Other roof covering and attachments shown? No /A 26. Are all lintel and beam details shown? Yes No F. Length of roof overhang shown? No 27. Are engineering details provided for butt glass? Yes No G. Type of soffit and fascia shown? ' Yes No N/A H. Attic ventilation shown? es No N/A L Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) No N/A 1. Are engineered truss plans provided showing loads,uplifts and J. Type and gauee of cave metal shown? Yes No Fl� required connections? No N/A 2. Are all headers,beams,girders and interior bearing walls shown? No N/A 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, I. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/ application? Yes No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? es No N/A species,grade of lumber,span and connections? Yes No /A 3. Are all door and window sizes shown? es No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? _es No N/A grade of lumber and connections? Yes No N!A 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) a No N/A of lumber? Yes No N/ 6. Are all vertical reinforcements shown? No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Y No N/A pattern? No N/A 8. Are all hold-downs and hurricane anchorages shown? No NIA 9. Is required attic access shown? es No N/A 10. Are all plumbing fixtures shown? es No N/A VIII. Floor Framing. 11. Are all electrical fixtures shown? No N/A I. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? No N/A uplifts and connections? 1 No N/A A. Is air handler and condensor location shown? No N/A 2. Is joist plan provided,showing size,spacing,span,species, (''y� B. Are exhaust fans shown? No N/A grade of lumber and connections? C� No N/A 13. Are all smoke detectors shown? (FBC 905.2) es No N/A 3. Is floor sheeting indicated,showing type,thickness and �� 14. Does one(1)bathroom on the first habitable floor level nailing pattern? ( Ye) No NIA Have a 29"net clear door opening and handicap accessible �� route? (FBC l l-I l) Yes No N/A WATER IMPACT-FEE WORK SHEET ADDRESS: I 11 j' DRAINAGE FIXTURE UNIT FIXTURE TYPEVALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Bathroom group.consisting.of water closet, lavatory., bidet, and bathtub or shower 6 Z-- Bathtub (vyith or without overhead shower or whiripool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountain Zi&F- n c,<E 1/2 Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or ` dishwasher 2 Laundry tray (1 or 2.compartments) 2 Lavatory 1 Shower compartment, domestic 2 Sink 2 � Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, ftushometer tank, public or private 4 Water closet, private installation 4 Water closet,.public installation 6 TOTAL NUMBER OF UNITS MULTIPLIED x 20 TOTAL$ 'S '90 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER Cli DATE �- SIGNATURE OF CONTRACTO TE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME _31— /`. MAILING ADDRESS PHONE c &- 377 FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS o?CQ t DAY OF_ / v o van her— STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE W"-IU AS TO OWNER: Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Personally known ❑ Produced identification Type of identification produced 12/05/01 NOT/CF.OF COMMENCliMENT Building Permit No. -,- ___-- _ _-- Hook 10674 Pager 50 Tax Folio STATE OF FLORIDA COUArTY OF D UVAL QL { (Uo not write in this blank area Reserved for•recording purposes only). THh.' UNDERSIGNED hereby gives notice that improvements will he made to certain real property, and in accurdance with Chapter 1713. Florida .Statutes, the .1olluwing information is provided in this Notice of Commencement. I. Description gl'Property:(Legal description gl'the property and street address, if available). Lot 2,HIDDEN PARADISE,according to the plat thereof, as recorded in Plat Book 54,pages 97,91A and 978,of the current Public Records of Duval County,Florida. 2. General Description of Improvements: Construction of a sin;;lefctmtly residence. 3. Owner Information: a. Name and address: Bestcon,/nc. South Beach Parkway Jack / Jacksonville,Florida 3225(1 M=Pi�'4 'r46'Sg#$ Pile: 50 ! h. Interest in property: flied t Recorded 09/20/M 11:03:55 AN Fee simple. JIM FtlLM CLERK CIRCUIT COURT C. Name and address of fee simple titleholder 01 off er): $ 1.00 COPY fEE $ 1.00 4. Contractor: (name and address) CERTIFY $ 1.00 5.00 Bestcon./ne. 2440 South Beach Parkway 5. Surety: .Jacksonville, Florida.32250 a. Name and address b .Amount of bond$..__.... ..- .... 6. Lender Information: a. Name and address: .SunTrust Bank 100 West Forsvth Street Jacksonville,FL 32202 b. Designated Contact:Darlene Riggs 7. Persons within the State of Flw•ida designated by Owner upon whom notices or other documents may be served as provided by.4ection?13.1 J(i)(cr)'., Florida (Name and address) Lynn Vero dlya SunTrust Bank, 200 West Forsvth Street Jacksonville,FL 32202 B. In addition to himself, Owner designate Darlene Riggs ql Sun7rust Bank, to receive a copy (41'rhe Lienor's Notice as provided in Section 713.13(a)(b). F7orida.Statutes. 9. Expiration date of Notice of Commencement (the expiration date is One (1) Year from the date of recording unless a different date is specified). Other expiration date: December 31,2003 BE STCOYfN Pout . Nichols, Its 1'restdent STATE OFFLORIDA C01/NTY Ux'DUVAL This forezoim instrument was acknowledged before me this dau af.Can1Pmhar 'nna t,.. v....r m i All J`J, CITY OF ATLANTIC BEACH S 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904)247-5800 ` FAX:(904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us PLAN REVI ®MMENTS Permit Application # Applicant: ;Q Address: t✓ j . Project: N CA/J WYour application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed Date Contractor Notified Date RON :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Oct. 24 2002 08:53AM P1 MAP SHOWING PLOT PLAN OF LOT 2 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54. PAGES 97 THROUGH 978 OF THE CURRENT PUBLIC RECORDS Of DUVAL COUNTY. FLORIDA. FOR: BES'TC ON, INC BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. Q p�ti L O T 1 ;F U Wd q `l°Q� ---- 1S01 '11 '11 "E 59.03 ---- - i X10' rR1141,TE ORAIN&M7 i (R EASEMENT 1 13-JIVE OAK 6-WATER OAK ~ 76"WATER OAK--.�� - /"WATER O^K f I „I 3'ORSf 20' ARt F- 1 I L A � 7"WATER OAK N { �0 1 -0-6"WATER OAK ter Q > _ 0 PROPOSED DWELLING 1 nN r-L CL (,o.0) 1 f 0 a J is IF O v A/C f x A f y jj�� I " rs 1 I ry `.J o 1 J P O LO 0 y : (6,0' 1 G.0' 1' I y� + Of-gl (5t Z c n7 a I� Q� f ' R - z� ! x 26.0' i t Ion a r.. E_ . . _ 20' 0 1. 0 1 >oI s' s i o l� I C8 0, $"W�TFK OAK 8"L.AURL UAK 9 s v 1 v f 1 N01 "11 '11 "W S7. fi' `}J NO 5IOEWALK REQUIRED r NOTICE OF COMMENCEMENT Building Permit No. ._.... Book 10674 Page 50 Tax Folio No. STATE OF FLORIDA COUNTY OF DUVAL (Ds,not write in this blank area Reserver/far recordingpurposes only). THE UNDERSIGNED hereby gives notice that improvements will he made to c•erwin real property, and in accordance with Chapter 713, Florida .Statutes, the following tnjarmation is provided in this Notice of Commencement. 1. Oesc•ription O'Property: (Legal description of the property and street address, il'avai/ab/e). Lot 2,HIDDEN PARADISE,according to the plat thereof, as recorded In Plat Book 54,pages 97.91A and 978,of the current Public Records of Duval t".'ounty,Florida, 2. (ieneral Description of Improvements: Construction of a single f mid1v residence. 3. Owner Information: a. Name and address: Bestcon,/nc, 2440 South Beach Parkway = 000 6591$ �{ / Jacksonville,Florida 32250 I M4 � Palo; 50i / b. /merest in property: Filed IE Recorded 09/20/2002 11:03:55 Fee simple. JIM FULLER CLERK CIRCUIT COURT c• Name and address of lee simple titleholder 0j of er): $ 1.00 COPY FEE $ 1.00 4. Contractor: (name and address) CERTIFINO $ 1.00 5.00 Bestcon,lne. 2440 South Beach Parkway Jacksonville,Florida 32250 S. Surety: t lJ a. Name and address b Amount of bond 5___... ._ .._. ` ' •'� '� v" �' C� 6. Lender Information: a. Name and address: SunTrust Bank C/ . 100 West Forsyth Street l" Jacksonville,FL 32202 b. Designated Contact:Darlene Riggs 7. Persons within the State v/'F"'lorida designated by Owner upon whom notices or other documents may be served as provided by Section 713.1 t(1)(n)7, Florida Stalutes: (Nance and address) Lynn Verodlya SunTrust Bank, 200 West Forsvth Street Jacksonville,FL 32202 8. In addition to himself' Owner designate lkrrlene Riggs cif Sunlrust Bank, to receive a copy of the Lienor's Notice as provided In Seclion 713.13(a)(b). *rn ickr.Slrrlutes. 9. Expiration date cif Notice of Commencement` (the expiration date is One (l) Year front the date of recording unless a different date is specified). Other expiration date: December 31,2003 BE STCO�NJ I,. Lay: ✓L'L .. V Paul Nichols, its l'residetrt STATE OF FLORIDA COUNTY Ctfi'DUVAL �t This forer'oinc,instrument was acknowledired before me this I 1 dow nf.Cvntpmhpr 111nl A,, v...,r ry FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Lot 2 Hidden Paradise Builder: Bestcon Address: Lt 2 Hidden Paradise Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:48.0 kBtu/hr - 3. Number of units,if multi-family 1 - SEER: 10.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes _ - 6. Conditioned floor area(ft2) 2279 ft2 c. N/A 7. Glass area&type a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 334.0 ft2 - a. Electric Heat Pump Cap:48.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 - HSPF:7.20 _ d. Tint/other SHGC-double pane 0.0 ft2 b. N/A 8. Floor types - a. Slab-On-Grade Edge Insulation R=0.0, 163.0(p)It - a N/A b. Raised Wood,Adjacent R=19.0, 130.Oft2 c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1640.0 ft2 - i EF:0.91 _ b. Frame,Wood,Adjacent R=1 1.0, 172.0 ft2 _ b. N/A c. N/A - d. N/A _ I c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ j DHP-Dedicated heat pump) a. Under Attic R=30.0, 1195.0 ft2 - 15. HVAC credits PT b. Single Assembly R=19.0,528.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. Under Attic R=19.0,250.0 ft2 HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Una Ret:Unc. AH:Garage Sup.R=6.0, 100.0 ft _ MZ-C-Multizone cooling, b. Sup:Con. Ret:Unc. AH:Garage Sup.R=6.0,5 0.0 ft MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as-built points: 31394 PASS Total base points: 31488 A I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this z13EST�p� Energy Code. calculation indicates compliance PREPARED BY: with the Florida Energy Code. Before construction is completed oc o DATE: 10 p1., this building will be inspected for I hereby certify that this buil i as desi a ls in compliance with Section 553.908 compliance Flo id r y C Florida Statutes. con OWN GEN BUILDING OFFICIAL: - DATE: DATE: en- EnergyGauge@(Version: FLR1PB v3.21) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 2 Hidden Paradise, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT FGLASSPESditioned X BSPM = Points Overhang loor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2279.0 20.04 8220.8 Double,Clear NE 1.3 5.3 39.0 28.72 0.92 1034.7 Double,Clear NE 1.3 3.0 4.0 28.72 0.80 91.7 Double, Clear NW 7.8 6.0 30.0 25.46 0.60 454.9 Double,Clear N 6.0 7.0 6.0 19.22 0.73 84.6 Double,Clear SW 1.3 15.0 9.0 38.46 1.00 345.6 Double,Clear SW 1.3 15.0 4.0 38.46 1.00 153.6 Double, Clear SW 1.3 16.5 30.0 38.46 1.00 1152.2 Double,Clear SE 1.3 22.0 30.0 40.86 1.00 1224.9 Double,Clear SE 1.3 18.5 64.0 40.86 1.00 2612.6 Double, Clear SE 1.3 9.0 34.0 40.86 0.98 1361.0 Double, Clear H 0.0 0.0 8.0 72.73 1.00 581.9 Double,Clear NW 1.3 3.0 10.0 25.46 0.82 208.1 Double,Clear SW 1.3 6.0 30.0 38.46 0.92 1058.6 Double, Clear SW 1.3 4.0 6.0 38.46 0.81 187.6 Double,Clear SE 1.3 6.0 30.0 40.86 0.92 1123.2 As-Built Total: 334.0 11675.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 172.0 0.70 120.4 Frame,Wood,Exterior 11.0 1640.0 1.70 2788.0 Exterior 1640.0 1.70 2788.0 Frame,Wood,Adjacent 11.0 172.0 0.70 120.4 Base Total: 1812.0 2908.4 As-Built Total: 1812.0 2908.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.1 2.40 43.4 Exterior Wood 20.1 6.10 122.6 Exterior 20.1 6.10 122.6 Adjacent Wood 18.1 2.40 43.4 Base Total: 38.2 166.0 As-Built Total: 38.2 166.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1677.0 1.73 2901.2 Under Attic 30.0 1195.0 1.73 X 1.00 2067.4 Single Assembly 19.0 528.0 5.64 X 1.00 2977.9 Under Attic 19.0 250.0 2.34 X 1.00 585.0 Base Total: 1677.0 2901.2 1 As-Built Total: 1973.0 5630.3 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 2 Hidden Paradise,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 163.0(p) -37.0 -6031.0 Slab-On-Grade Edge Insulation 0.0 163.0(p -41.20 -6715.6 Raised 130.0 -3.99 -518.7 Raised Wood,Adjacent 19.0 130.0 0.40 52.0 Base Total: -6549.7 As-Built Total: 293.0 -6663.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 2279.0 10.21 23268.6 2279.0 10.21 23268.6 Summer Base Points: 30915.3 Summer As-Built Points: 36984.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 36984.9 1.000 (1.090 x 1.147 x 1.00) 0.341 0.950 14602.8 30915.3 0.4266 13188.5 36984.9 1.00 1.218 0.341 0.950 14602.8 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge(D/ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 2 Hidden Paradise,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2279.0 12.74 5226.2 Double, Clear NE 1.3 5.3 39.0 13.40 1.01 525.6 Double, Clear NE 1.3 3.0 4.0 13.40 1.02 54.7 Double, Clear NW 7.8 6.0 30.0 14.03 1.03 432.8 Double, Clear N 6.0 7.0 6.0 14.30 1.02 87.2 Double,Clear SW 1.3 15.0 9.0 7.17 1.00 64.8 Double,Clear SW 1.3 15.0 4.0 7.17 1.00 28.8 Double,Clear SW 1.3 16.5 30.0 7.17 1.00 215.9 Double,Clear SE 1.3 22.0 30.0 5.33 1.01 161.1 Double,Clear SE 1.3 18.5 64.0 5.33 1.01 344.2 Double,Clear SE 1.3 9.0 34.0 5.33 1.03 186.1 Double,Clear H 0.0 0.0 8.0 8.45 1.00 67.6 Double,Clear NW 1.3 3.0 10.0 14.03 1.01 141.8 Double,Clear SW 1.3 6.0 30.0 7.17 1.04 224.4 Double,Clear SW 1.3 4.0 6.0 7.17 1.11 47.6 Double,Clear SE 1.3 6.0 30.0 5.33 1.07 171.4 As-Built Total: 334.0 2754.1 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 172.0 3.60 619.2 Frame,Wood, Exterior 11.0 1640.0 3.70 6068.0 Exterior 1640.0 3.70 6068.0 Frame,Wood,Adjacent 11.0 172.0 3.60 619.2 Base Total: 1812.0 6687.2 As-Built Total: 1812.0 6687.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.1 11.50 208.0 Exterior Wood 20.1 12.30 247.2 Exterior 20.1 12.30 247.2 Adjacent Wood 18.1 11.50 208.0 Base Total: 38.2 455.3 As-Built Total: 38.2 455.3 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1677.0 2.05 3437.8 Under Attic 30.0 1195.0 2.05 X 1.00 2449.8 Single Assembly 19.0 528.0 1.86 X 1.00 982.1 Under Attic 19.0 250.0 2.70 X 1.00 675.0 Base Total: 1677.0 3437.8 1 As-Built Total: 1973.0 4106.8 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 2 Hidden Paradise, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 163.0(p) 8.9 1450.7 Slab-On-Grade Edge Insulation 0.0 163.0(p 18.80 3064.4 Raised 130.0 0.96 124.8 Raised Wood,Adjacent 19.0 130.0 2.20 286.0 Base Total: 1575.5 As-Built Total: 293.0 3350.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 2279.0 -0.59 -1344.6 2279.0 -0.59 -1344.6 Winter Base Points: 16037.4 Winter As-Built Points: 16009.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 16009.2 1.000 (1.069 x 1.169 x 1.00) 0.474 0.950 8824.5 16037.4 0.6274 10061.9 1 16009.2 1.00 1.225 0.474 0.950 8824.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 FARM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lt 2 Hidden Paradise, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.91 3 1.00 2655.47 1.00 7966.4 As-Built Total: 7966.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 13188 10062 8238 31488 14603 8825 7966 31394 PASS p�ZHE ST9� y 1 V ill` f�COD �� EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lt 2 Hidden Paradise, Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors ', 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations;between wall panels&top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation; or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences,) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. _ Swimming Pools&Spas 612.1 li Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.0 The higher the score,the more efficient the home. Lt 2 Hidden Paradise, Atlantic Beach, FI, I. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:48.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 10.00 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area(ft2) 2279 ft2 c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft- _ 13. Heating systems b. Clear-double pane 334.0 ft2 _ a. Electric Heat Pump Cap:48.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:7.20 _ d. Tint/other SHGC-double pane 0.0 ft2 b. N/A _ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 163.0(p)ft _ c. N/A _ b. Raised Wood,Adjacent R=19.0, 130.Oft' c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0, 1640.0 ft2 _ EF:0.91 _ b. Frame,Wood,Adjacent R=11.0, 172.0 ft- _ b. N/A _ c. N/A _ d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1195.0 ft' _ 15. HVAC credits PT, _ b. Single Assembly R=19.0,528.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. Under Attic R=19.0,250.0 ft- HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup: Unc. Ret:Una AH:Garage Sup.R=6.0, 100.0 It _ RB-Attic radiant barrier, b. Sup:Con. Ret:Unc. AH:Garage Sup.R=6.0,50.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) 01 JIE S74 in this home before final inspection. Otherwise, a new EPL Display Card will be completedti based on installed ode c mpliant features. Builder Signatur Date: � Ili d Address of New Home: M LaudCi /FLZip: ty Zi p� *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar''designation), your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGaugeg(Version: FLRIPB v3.21) DATE: 10/28/02 MANUAL "J" SUMMARY REPORT -------------- Prepared For: Prepared By: Bestcon Homes R.B. Ellis Energy Design Systems Job Name: Lt 2 Hidden Paradise DESIGN CONDITIONS For Atlantic Beach OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 32 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor 5 Latent Factor 29 *********************************************************************** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM WHOLE HOUSE 41956 1399 43286 1804 HEATING COOLING DELTA T 40 DELTA T 23 NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. *** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: 10/28/02 MANUAL "J" DETAILED REPORT FOR WHOLE HOUSE Prepared For: Prepared By: Bestcon Homes R.B. Ellis Energy Design Systems Job Name: Lt 2 Hidden Paradise EXPOSURE GLASS NORTH: SOUTH EAST WEST NE/NW SE/SW HORZ TOTAL ------------------------------------------------------------------------ AREA 6 83 237 8 334 COOLING 150 4399 15405 576 20530 HEATING 192 2656 7584 312 10744 ------------------------------------------------------------------------ WALLS TOTAL ------------------------------------------------------------------------- AREA 1812 1812 COOLING 4530 4530 HEATING 7248 7248 --------------•---------------------------------------------------------- DOORS TOTAL --------------•---------------------------------------------------------- AREA 38 38 COOLING 504 504 HEATING 791 791 --------------•---------------------------------------------------------- FLOOR AREA COOLING HEATING --------------•---------------------------------------------------------- SLAB 163 5933 RAISED WOOD 130 117 286 --------------•---------------------------------------------------------- CEILING AREA COOLING HEATING --------------•---------------------------------------------------------- UNDER ATTIC 1195 1852 1793 SGL ASSEMBLY 528 1214 1162 KNEE WALL 250 575 675 --------------•---------------------------------------------------------- MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 1200 Latent Load 4264 Lights & Appl. Load 1200 Latent Safety Btuh 213 Ventilation Load Duct Heat Gain 3203 Infiltration Load 2704 Sensible Safety Btuh 1721 TOTAL SENSIBLE LOAD 43286 TOTAL LATENT LOAD 4477 Summer ACH 0. 4 Temp. Swing Mult. 1. 00 *** Total Cooling Load 47763 BTUH Or 3 .98 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 9964 Ventilation Load Duct Heat Loss 1432 Safety Btuh 1930 Winter ACH 0.7 *** Total Heating Load 41956 BTUH Or 3 . 50 Tons*** LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 11 1 11- 12002 Re: Wind Loading Requirements For Lot 2 Hidden Paradise, Atlantic Beach, Fl. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 2001- FBC for three second gust wind speeds of 120 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 2001- FBC as long as sheets #8 through #10 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathingitrusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longitudinal axis, f) that I have no knowledge of any subsurface soil condition report ; thus, all footings were designed assuming an allowable soil bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report that will affect the above mentioned assumption, then I shall be notified and possible footing design revisions may need to be implemented prior to commencing with footings work. Please let me know, if further help is needed. Sincerely —tm-'� Louis abriel. P.E. WIND FORCES STRUCTURAL ANALYSIS FOR LOT #2 HIDDEN PARADISE, ATLANTIC BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE: NOVEMBER, 2002 r" uaLU sl lot- `2 Hp -Me e- Po LLvw-,:o 5 true tL&Y-a L FLo 0 r O O Ty-,4 S!L i pia o r f Y:t,t llcl Fra YY11'Y1 e- S s FOA tx t. -vi OX See 5 ck ecQu& C arcjAi bcctu.r4 4, �Ad o Y JE to Steffi X I bo Lt (Z cJ ��> � �O �� G uyttv��. �►P� n n 0 Less AO zJ o U&evvii et S ��+ 1n1�Uu Ye-vh FarGer�e•rtt: — n - n . Ir g00 F i � u,.v1 '— C�y►w.wr w ire- n c CSS �0 0•C• otit P�i1Ie�. s U.poY tr- UAtCil Wotd 0WerLJ; se goo �Oor a reA T-Ac� �otta at Po fps 0ueYti��s) � o 0 �b F R e P - �- ' DATE: , Sheet 2. eej t Z o sec b u s t) 5 tfA&GW&- UJJ itlao y„ MI�� 2t Fur L'�% �%�� u N �s f I►��o<taMct Ernttor, I - �.- O GxPos�e. � W �0"('�t �yr,{br�s r�itsy► C e4 /�e) � � F toes �.,. t S tf wvtu-�a -enc UK i o-C- a t M Yc 1 tam L yf�' c"ch- V o b �ovlerutr► un1 fv� � �� 'T 6� P r to wto";,,. f re" o,r� �cu.� �/IG~ �l�ck, P,w&?a Fa s�4 ..r �•ub�c. 5110 Wn _b Clio t3 e s ►�, PWIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER FASTENER.SPACING(In.)14 TYPE Panel Span S 2 n 21t<Panel Span 4 ft<Panel Span 61t-c Panel Span, <4h c6ft <an 2 1/2 06 Wood Screw3 16 16 12 q 21/2 Ra Wood Screw33 16 16 16 12 Doublo-Headod NAJO 12 6 4 3 SI:1 inch=25.4 mm I foot--305 mm Nota: 1. This table is based on a maximum wind speed of 130 mph(SO.'mfs)and mean roof height of 33 feet(10 m)or less. 2. Fasteners shall be installed at opposing ends of the wood structral panel. 3. Whom s=ws am attached to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors having a minimum witbdrawal capac. ity of 4401b(2180 kN). 4. Nails shall be 10d common or 12d box double-headed mals. c) p p aww:j S '1� c. :s tY - ui,ti be tan tt.R �,s Part✓► o�� vxe. C`�� m�rMC. uPufr ?,GuF stJ� AU,ow— )J,o j W" tQAJaQ Fir U t tt4nvv'� No-SW S p4te. A es �o•c.. LZ p"Al eJ Q Bz Lbs . CG ��C2�Co•5�= C><,5. 4 Lbs OwA vIu ft peer F� O-K w cf-s;s to S trwitA 'e �(��30') —�l` �� s� � 0.�Ifi��'•L J�f.;:F� '�t' V,�VL��.�",':�;�.��'t�1iX�'� U( � �30) oar ir"_ ti'6,fto- PL. � (SIA lo,:t'ia J Ras 0)1(t f I DATE: II 94 .. yy-- �heec_ t I a`' L- (7�J�t `o- Ifo 2" 2 "tIfta v 11 sir �w+rJ. s 5 SOH pr 00", c1� 3 2 ©YG• C i fj a pi,a\ w C vzmr) to- Sze I Z-44 3 82 u t/i" s tect 901 01 loo o-G • C(q l�� C) fro +{� c{��► 1�r�c.�:►aY► 0--, 'A4A U Go.L s = o..51 AP rF.r, Ike 5se•r or . o ' Z 4 �,y of eta` v r-m r- 1504,Psi F4 = 3G000 ps', h6 _ 0.2 ;,r.� Ap 7 162 —� A l[u-%j -TGv+r 219 o 16.t o r 11-10 Ib� F--- c�l cI x�i$ k1n ic.k roll nd� Ste EL A36 Via Sh-rs... our#-Uj-a ---7 -F'b4&uv-. =27 Ics (stet' 4761. (w00 ) %f 6 .�s;.�.. ..�b-=-(1�fiq.Q)../C�'cz��n�C�ia�-tai).- 154sps� &100)0-33) = 532 p c► lg� 5q S'psi o-K M0 4,'t� (o•9-r)C0.rs)Cy5X S45)(!.t�t)=�1d tb.»1�-�Fh :M/s =4 a �o•o0 /5299L(Vi0a)(f33) 5 far ign,4 I"siv%i BVI AN%(,Lxor 1dolts ;_ 3535 9fo , ' g)q,•yZ 3/1 d 4LLvwA �le 7;% w• v--% 72.'4 A3t: , —b (o ccntc,rte =) F : 144o 161 (se-e- above) A UU-W 4o�e 5'�e�r �„t /�,. f13 G ho lti 350 9 Fm A6 e.- or o•►Z R6 F� J4 1WIJ-Q�e- 5'► ear-= 350�C15oo)(a.Zy = 19 57 lbs a r (o•lL)f©-Z)( 36�000) = 8b9 lbs ilU illililll liilllitt{I{I ltlllllit llllllllllltllt111tttitltlllllf lfllfill111111111IIIU111I1lIIIUI!{Itit111111I11til1t1111111tIII{11{Illlllfltllilllllllitlll{tt{IIIIIIti11111I1111111I11111IltINIt111111t11Ni11U111111U11lIlUlitl{fl{Illllflilllllllllill iilittltll r ?� a c MAIN WIND FORCE RESISTING SYSTEM WIND LOADTABLE 1606.2A S FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN Exposure B rn Horizontal toadez Vertioal 1.42010(100 Max.Horizontal Wall Loads4(psi) N Windward n End Zona Interior Zone End Zone Interior Zone Overhang Zone Wind Roof Velocity Load angle Windward Leeward Windward Leeward End Interior (mph) Direction (degrees) Wall Roof Wail RooP Rost Roof Root Roof Zone Zone 1E 4E 1 4 90 Transverse 0-5 12.8 .7 8.5 -4.0 -15A -8.6 1 -10.7 1 -6.8 1.21.6 1 -16.9 10.0 1 -7.5 1 72 1 -5.8 20 1 17.6 .T 1 11.9 1 -2.6 1 -15.4 1 -1 .7 1 -10.7 11 -8.1 1-21.6 1 -16.9 12.0 -t0.1 8.8 7.5 0< angle 5 45 14.4 1 9.9 1 11,5 1 7.9 1 5.6' 1 -8.8 1 4.8 1 -75 1 -5.1 1 -5.8 11.0 1 -8.1 1 9.1 1 -6.8 Longitudinal All angles 12.8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 10.0 -7.5 72 -5.8 100 Transverse 0-5 15.9 -8.2 10.5 .9 -19. -10.8 1 -13.3 1 -8.4 -26.7 1 -20.9 12.0 1 -9.3 1 8.8 1 -7.2 20 1 22.0 1 -5.8 1 14.6 1 -3. -19.1 1 -13.3 1 -13.3 1 -10.1 -26.7 1 -20.2 5.0 -12.5 1 10.8 -9.3 30 <. an le 5 45 1 17.8 1 12.2 1 142 1 9.8 1 6.9 1 -1 .8 1 5.9 1 -9.3 -7.2 13.0 -10.1 1 11.3 1 -8.4 Longitudinal All Angles 15.9 -8.2 10.5 -4.9 -19.1 110 Transverse 0-5 1 -10. 12.7 -5.9 - .1 -1 .1 -16.0 -10.1 2.3 - .3 15.0 -11.3 10.7 -8.7 0 26.6 -7.0 17.7 -3.9 -23.1 -1 -16.0 -1 1-32.3 18.0 1-15.1 13.1 -11.3 30 < an le< 45 21.6 14.8 17.2 11.8 8.3 -13.1 7. -11.3 -7.6 -8.7 16.0 1-12.2 13.7 1-10.1 Longitudinal All Angles 19.2 -10,0 12.7 -5,9 -23.1 -13.1 -16.0 -10.1 .32.3 -25.3 15.0 -11.3 10.7 -8.7 120 Transverse 0-5 22.8 -11.9 15.1 -7, -27. -19.1 -12.1 .4 -30.1 17.0 -13.4 12.7 -10.3 20 31.6 -8. 21.1 .6 -27.4 A9.1 -19.1 -145 -38.4 -30. 2.0 -18.0: 15.,6 =13:4 30 < an le S 45 .7 1 20.4 14.0 9.9 ' •15.6 -13.4 -9. -1 19.0 " 162' -Y2'. Longitudinal All Angles 22.8 1 -11.9 1 15.1 1 -7.0 1 -27.4 -15.6 j -19.1 1 -12.1 1 .38.4 1 -30.1 17.0 -13.4 12.7 1 -10.3 130 Transverse 0-5 26.8 •13,9 17.8 -8.2 -32.2 -18.3 -22.4 -142 -45.1 -35.3 20.0 -15.7 14.9 -12.1 20 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 17.0 -45.1 -35.3 25.0 -21.1 18.3 -15.7 30 < an 1e 45 30.1 20.6 24.0 165 11,6 -18.3 10. -15.7 1-10.6 -12.1 22.0 -17.0 19.1 -14.2 Longitudinal All Angles 26.8 -13.9 17.8 -82 -322 1 -18.3 1 -22.4 1 -14.2 1.45.1 -35.3 20.0 -15.7 14.9 -12.1 140 Transverse 0-5 31.1 -16.1 20. -9.6 1 -37.3 1. .26,Q -52.3 -40.9-.-- 4.0 1.18.2 i 17.3 -14.0 20 43.0 -11. 28.7 -6 -37.3 .0 1 -26.0 -19.7 -52.3 -40.9 29.0 -24S 21.2 -18. 30 < angle< 27.6 1 19.1 1 13.4 11.7 -18. -12.3 -14.0 .0 -19.7 22.1 -16. Longitudinal All Angles 31.1 -16.1 20.6 -9.6 -37.3 -21.2 -26.0 -16.4 -52.3 40.9 24.0 -18.2 17.3 -14.0 v D 150 Transverse 0-5 35.7 -18.5 23.7 -11.0 -42.9 24. .8 -18.9 -60.0 7.0 27.0 -20.9 19.9 -16.1 0° 20 49 -13. 3 -7. -42. .8 -22.6 -60.0 -47. 34.0 .1 24 -20.9 0 30 < an le 5 45 4g.1 7.4 31.9 .0 1 A • 4.4 13A -20.9 -141 -16. 30.0 .fi 25.4 •18.9 z Longitudinal All Angles 35.7 -18.5 23.7 -11.0 -42.9 -24.4 29.8 •18.9 -60.0 -47.0 27.0 -20.9 19.9 , •16.1 S7 n For SI: I ftz=0.0929 m2, 1 mph=0.447 mis, 1 degree of angle=0.01745 rad,l psf=47.88 N/m2. O m Notes: i Pressures for roof angles from 5 to 20 degrees shall be interpolated from the table, m 3 Pressures pressure e 5 less than 0 the windward ndward and leeward pressures and shall be applied to the windward elevation of the building in accordance with Figure 16na o- a; Pressures shall be applied in accordance with Figure 1606.2(b), ss i DATE: Sheet _ P, �ttz 14 6) F0 C, - ZOO i S CIA^ � n AS 4 W,0 LJJ 3 Building,simple diaphragm:A building which complies 4 with all of the following conditions: * ' 4LONG�ru 1. enclosed building, 4E 3 2. mean roof height,h,less than or equal to 60 ft(18 m), 2 /_ 4E Lax 3. mean roof height, h,does not exceed least horizon- ROOF tal dimension, ANGLE. 4. building has an approximately symmetrical cross EW section, ZONE 5. building has no expansion joints or structural sepa- rations within the building, 1ELONGITUDMIAL a 2e 6. wind loads are transmitted through floor and roof 1E diaphragms to the vertical lateral-force-resisting _ systems, and �� 7. if the building has moment-resisting frames, roof slopes do not exceed 30%. FIGURE t606.2b. MAIN WIND FORCE LOADING DIAGRAM WINDWARD ROOF WINDWARD ROOF LEEWUJW ROOF LEEWARD ROOF _ I I_ CD s i io io !J2 U2 --— -- W _. L TRANSVERSE ELEV%T10N umGRUDHJAL ELEVATION FIGURE 1608.2a APPLICATION OF MAIN WIND FORCE RESISTING SYSTEM LOADS FOR SIMPLE DIAPHRAGM BUILDINGS TABLE 1606.2D HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS Moan Expostwo Roof Height 8 Cr1.79 15 1.00 1.21 20 1.00 1.29 25 1.00 1.35 30 1.00 1.40 35 1.05 1.45 40 1.09 1.49 45 1.12 1.5350 1.16 1.5655 1.19 1.5960 1.22 1.62 Note:All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. �r- GARAGE HALL N\ NO 'Iva VO dans a,d1�d�0, ao� p10 .0.0 "g 3dNdQ31'aS-04'" ilNO��d N` �m�Nd C'40 �iOt�W,��O -0Nd ens g1v��«aN« b4 id ONL y H1 SNd3w •SON!13VW S� 53LdN9 S\ Z« s%� 950 9�� apd4�s 31d t \ 1d5 otiol"Nsldit�d V `S 15Iva VW aN1M si�1HM s£ 03.4 O PAS � � �i�d j ON �0 is 1 — oN 1Ols AO aQ 000, CfL NI r � tssemw 7Sheet7.ite tot �e.a+�r v�.t�s R�a.� S►s �-o r �� st��„ � a�.l.s - � d W,s �, �� W�„�•�,s v� can ��t�ts 6 fie. worst- cr;ti,c� l.J e- �u b 616 g ons , o v /t2� w) tog .cu�� 1,.n t �o . 2)LST RSC ," s t► so "� Q a i - - —J 1 a LIVING AREA 792 ft PAGE 1 ate: 10/25/2002 MANNING BUILDING SUPPLY LOG #: B0852F TRUSS DIVISION JOB #: JACKSONVILLE alesman: JOHN FERGUSON Pitch: 7/12 ;,ustomer: BESTCON HOMES Job Name: PLAN 2279 ' Address : 2440 South Beach Parkway Address : LOT 2 HIDDEN PARADISE Jacksonville Bch, FL. 32250 Designer: LR MODIFIED 2185 ------------------------------------------------------------------------------- Qty) Span I CLeHt I OO.Hht Description ------------------ --------------------------------------- 2 15 ' 0 ' 0 ' F5 6 11 ' 9" 0 ' 0 ' F6 x,17 15 ' 3" 0 ' 0 ' F7 1 15 ' 3"8 0 ' 0 ' KW ** Hardware Floor ** 2 I THA422 SY42 Hanger 2 R HGUS48 2-ply GPLam Hanger ** Beams ** 2 20 ' 4/10 ' BM1 GPLAM 11-7/8" 1 8 ' 2/4 ' BM2 GPLAM 16" 1 32 ' 2/16 ' BM3 GPLAM 16" - ------------------------------------------------------------------------------- 26 - Trusses 4 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 4 - # of Beams 0 - # of Rim Board -------------------- 26 - Total Trusses �-- --__20' --�- 42' f 1. 00 NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 24' O.C. 2. `✓ERIFY ALL SPANS AND AMOUNTS, AS 8M1 TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT F6 i 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED F- F- ! IN WRITING BY TRUSS PLANT MANAGER 4. APPROVED BY cv i APPROVAL ORTE: i DEL. DATE T - - MANNING BL.GG . SUPPLA S BM 1 &'12 24- O.C. r 25' M JOB:80352F BESTCON HOMES LOC:LOT 2 HIDDEN PRRAOISE PLAN&OGIFIED 2135 DESIGNER: LARRY RUC KEL a f 45' 62' E MANNING BUILDING SUPPLY Larry Ruckel 25 Oct 2002 10:34 am 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268-8225 I" FASTBeamO Engineering Analysis©1996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.4 Project : B0852.FBD Information Mark# : BM1 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= U360 TL= U240 Composite Action : No LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 psf, Roof.'Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start V_End @Start QEnd Span# Starts Ends Additional Info po 1 Span Carried(psf) 55 40 100% 0 1.0.. 8'9' 163 1/7's.c.- 2 Uniform(pif) 110 0 100% 0 010" 8-9" 3 Span Carried(psf) 42 30 125% 0 1101, 8-9" 15'3 1/7s.c.- 4 Concentrated(lbs) 2948 2144 100% 0 119, 00 5 Span Carried(psf) 42 30 125% 0 0'a. 8-9" 60"s.c.- Uniform(plf) 11 0 0 0 8-9" Self Weight "Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 6236 4619 Min R'n 2107 1669 DL R'n 2107 1669 Min Brg(in.) 2.38 2.34 [Based on bearing stress below] 00 Brg Str(psi) 750 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 4899 1 1.01. 21 7896 100% 0.62 M(ft4bs) 10766 1 3'19' 71 25307 125% 0.43 LtRn(lbs) 6236 0 0'0" 71 9188 100% 0.68 See Note#5 RtRn(lbs) 4619 0 8-9" 71 6921 100% 0.67 See Note#5 LLDefI(in.) 0.12 1 4'4" 71 0.29 U907 TLDefI(in.) 0.18 1 4 4' 71 0.44 U586 USE: GPLAM 2.0E 1.75x11.88" 2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 6.This reaction Is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than IO maximum reaction.Therefore,when reaction values are required,use Max Rn from'Supports'section above. 6.Bearing length based on design material,support material capacity shall be vedfled(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. 9.Verify that load Is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o%along top and bottom edges. Nall from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP,change to expanded printout. Page 1 of 1 MANNING BUILDING SUPPLY Lary Ruckel 25 Oct 200210:20 am 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeamO Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.4 Project : B0852.FBD Information Mark# : BM2 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL = L/240 Composite Action : No i y LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 pst, Live+Dead Ld(T) Live Ldl(L) LDF Location* # Shape @Start QEnd @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0101, 4'0" 15'3 1/Z's.c.- Uniform(plf) 15 0 0 0 4'0" Self Weight *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 870 870 Min R'n 259 259 DL R'n 259 259 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio Am V(lbs) 227 1 2-6- 21 10640 100% 0.02 M(ft4bs) 870 1 2-0" 21 35556 100% 0.02 LtRn(lbs) 870 0 0'0" 21 6921 100% 0.13 See Note#5 RtRn(lbs) 870 0 4-0" 21 6921 100% 0.13 See Note#5 LLDefl(in.) 0.00 1 2'0" 21 0.13 U24779 TLDefl(in.) 0.00 1 2'0" 21 0.20 U17417 USE. GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. so 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 6. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Verify that load is applied at top or equally from both sides. 10.Nall plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP,change to expanded printout l Page 1 of 1 MANNING BUILDING SUPPLY Larry Ruckel 25 Oct 200210:19 am 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTSeam®Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.4 Project : B0852.FBD Information Mark#: BM3 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL = L/240 Composite Action : No LOADS Project Design Loads:Floor.'Live=40 psf,Dead=15 psf, Roof.,Live=30 psf,Dead--12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location` # Shape QStart iaEnd QStart @End Span# Starts Ends Additional Info 1 Uniform(plf) 110 0 100% 0 010" 15'4" 2 Uniform(plf) 260 186 125% 0 0'0" 15'4!' Uniform(plf) 15 0 0 0 15'4!' Self Weight "Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. PO SUPPORTS(lbs) 1 2 Max R'n 2948 2948 Min R'n 1525 1525 DL R'n 1525 1525 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 750 750 DESIGN I" Value Span X Group Allow LDF Ratio V(lbs) 2380 1 13'10" 41 13300 125% 0.18 M(ft4bs) 11302 1 7'8" 41 44445 125% 0.25 LtRn(lbs) 2948 0 0'0" 41 9188 100% 0.32 See Note#5 RtRn(lbs) 2948 0 15'4!' 41 9188 100% 0.32 See Note#5 LLDefl(in.) 0.10 1 7-8" 41 0.51 U1757 TLDefI(in) 0.22 1 T 8" 41 0.77 U848 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: P:* 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction Is based on the combination of loads B duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R n from Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. B.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Verify that load is applied at top or equally from both sides. 00 10.Nall plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nall from alternate faces,2"from edges. 11.Max(Min reactions are based on the applicable load combinations outlined In the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.For explanation of GROUP,change to expanded printout. 1 Page 1 of 1 HARDWARE SCHEDULE ------------ REACTIONS PLATE OR TRUSS OR * MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS 26 278 332 155 (14) 16d (6) 10d X 1.5• TRUSS B HUS 28 338 358 200 (22) 16d (8) 10d X 1.5 TRUSS C HGUS 28-2 624 781 265 (36) 16d (20) 10d X 1.5 2 PLY TRUSS D HGUS 28-3 624 781 265 (36) 16d (12) 16d X 1.5 3 PLY TRUSS E SUL/R 26 80 100 76� (6) 16d (6) 10 d X 1.5 TRUSS F SUL/R 210 133(. 166 125 (16) 16d (10) 10d X 1.5 TRUSS G LSSU 210 96 120 62 (10) 10d (7) 10d X 1.5 TRUSS H THJA 26 219 274 134 (16) 16d (5) 10d+(7) 10d HIP JACK I THA 422 363 414 155 (22) 16d (6) 10d X 1.5 SYS 42 J SUR/L 410 r 186 233 127 (16) 16d (10) 16d SYS 42 S I IUT 312 1 1360 120 24 (14) 10d (2) 10d X 1.5 I-JOIST L I IUT 312-2 185 232 90 (16) 16 (6) 10d DBL I-JOIST M I MIT 316 240 (12) 10d X 1.5 (2) 10d X 1.5 I-JOIST N SUR/L 310 186 178 72 (14) 16d (6) 10d X 1.5 I-JOIST 0 SUR/L 314 239 179 96 (18) 16d (8) 10d X 1.5 I-JOIST P LSSUH 310 138 105 99 (14) 16d (12) 10d X 1.5 I-JOIST Q HU 11 218 =70 92 (22) 16d (6)10d X 1.5 1 PLY LVL R HGUS 48 54 6840 583 (36) 16d (24) 16 d 2 PLY LVL S HGUS 412 953 11330 478 (56) 16d (36) 16 d 2 PLY LVL T HGUS 412 L 851 10,640875 (56) 16d (36) 16 d 2 PLY LVL U HGUS 412 R 10 875 (56) 16d (36) 16 d 2 PLY LVL V HUC 412 610 680IJ 310 (56) 16d (36) 16!d 2 PLY LVL W HGUS 5.25112 953 1133 478 (56) 16d (36) 16 d 3 PLY LVL X HGUS 7,25/12 953 966 478 (56) 16d (36) 16 d 4 PLY LVL ULl H16S N NA 160 (10) 10d (2) 10 d TRUSS UL2 H16 N NA 160 (10) 10d (2) 10 d TRUSS UL3 H16.2 N NA 160 (10) 10d (2) 10 d 2 PLY TRUSS UL4 MTS 12 N4 NA 100 (7)10d EA. SIDE NONE TRUSS UL5 HTS 20 NA NA 145((10)10d EA. SIDE NONE 2 PLY TRUSS UL6 MSTA 36 1991 213 26) 10d TRUSS UL7 MGT NA NA 420 (22) 10d PLUS UL8 UL8 PHD 5 NA NA 450 14 SDS 1/4X3 ADD UL7 TBS 2-24 4) 10d X 1.5 TRUSS BRACING 12 BRITE COM 1-3/8 TRUSS NAIL 3/4 X 023 BANDIN SNAP ON SEALS �r (BO852F-PLAN 2279 - F5) THIS DWG PR[PARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 24" 5" Typ. 3X5= 3X3= 1.5X4(R) = 3X3= 3X3= 1.5X4111 1.5X4111 3X3= 3X6= T T 1 0-8 1-4-0 1-4-0 �— 9-1-2 3X5= 3X3= 3X3= 3X3- 3X3= 3X5= 2X4111 2 X 4 III IE 15-0-0 Over 2 Supports J R=812 W=3.5" R=825 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.61a FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 4 0.0 P S F R E F R151--40374 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP] (TRUSS PLATE INSTITUTE, 583 D'UNOFRIO DR„ SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRI UR TO yrM��ryy p PER ToRMNG THESE FUOCT IUNS. ONE OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY' ATTACHED M•"G t��fI�y TC DL 10.0 P S F DATE 1 0 1 2 8 1 0 2 STRUI TUR AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMP,RrANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t BC DL 5.0 P S F D R W IICUSR151 02301106 PRODUC IS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROH THIS DESIGN; ANY FA[LITRE TO �(L�•• r P BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING,, INSTAI LING AND l B C L L O.O P S F FIC-ENG M N M MMA ALPINE HR Af,[NG OF TRUSSES. THIS OESIGN CONFORMS WI TN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN = f Z 82 # S'PECIFICAT ION PUBLISME(i D/ THE AMEN]i:pry FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF [OGA ASTM A653 GR40 GATV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L'f7 OF 2¢ T 0 T.L D. 5 5.0 P S F S E Q N - 8961 EACH FAI.E OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, PUSI TION CONNECTORS PER ;fn DRAWINGS 160 A Z. THE SEAL UN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =C/�i•.'�C pp�OP'��d D U R.FAC. 1.00 F ROM L R Alpine Engineered Products,Illc. RE SPONSID IL TTY SOLEL1 FUR THE TRUSS COt1P UNENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS t ' •• {[G\ JP TIAineS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER Oct SPACING 24.0" t � �Q E� FLCerlilicaleolADlhonzanonll567 ANSI/TF1 1 1995 SEtTTON 2 ...�~.M (B0852F-PLAN 2279 - F6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. ( 4-10-8 I 24" � 4-10-8 _I 15( Ty p,. 3X5= —� 1.5X4(R) 1.5X4(R) = 3X3= 3X3= 3X3= 3X3= 3X5= T 1 0-8 1-0-8 1-4-0 +9-1-2 3X5= 3X3= 1.5X4 III 3X5= 2X4111 1.5X4 III 3X3= 2X4111 L- 11-9-0 Over 2 Supports R=634 W=3.5" R=634 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.61a FL/-/3/-/E/-/- Scale =.375" Ft. "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 4 0.0 P S F R E F R151-40375 bRA1:i NG. REFER TU HIB 91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PI.ATE INSTITUTE, 583 D'ONOFRIO UR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES IN OR TOargn TC DL 10.O P S F DATE 10128102 PE ERF OHMf NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR UPE RLY ATTACHED STRUCTURAL PANELS, BOTTOM CHURD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •'IMPOW TP.N T'"" fURNl SM A CiiP! OF THIS DESIGN TD THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5.0 P S F D R W IIC USR151 02301107 PRODUCTS, INC. SH AL I. IIOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 4��j F .�j BUILD THE TRUSSES IN CONFURMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND j B C L L O.O P S F H C-ENG M N M/MMA ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN _ SPECIE IC ATIi1N PUBLISHED bl' TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE f t CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO a y:• F T 0 T.LD. 55.0 P S F S E O N - 8956 EAC FACE OF TRUSS, AN U'L ESS Oi HERW ISE LUCAT ED ON THIS DESIGN, POSITION CONNECTORS PER �� Q� DRAWINGS Ib0 A Z. THE SE.A1. UN THIS DRAWING INDICATES ACCEPTANCE OF PRUFESSIONAL. ENGINEERING =C�••.!r��R1pP:•44� DUR.FAC. 1.00 FROM LR Alpine Engineered Products.Inc. RE S(B IL ITY SOLELI FOH TIIE TRUSS UMP ONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS �§s '....•... r��f IlalneS Clt}',��. 33844 COMPUNIFIT FOR Afll PARIICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER V f " [[ CertifcateorAuthorization#567 ANSI/TPI 1.1995 ,ECTION 2 Oct 950 ENSPACING 24.0 (BO852F-PLAN 2279 - F7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. _i h 6-7-8 24" -� -7-8 5" Typ. 3X5- 3X3= 1.5X4(R) 1.5X4(R) = 3X3= 3X3- 1.5X4111 1.5X4 III 3X3= 3X5- -8 1T 1 0 0 � 1-0-8 �9 1-2 3X6- 3X3- 3X3- 3X3- 3X3= 3X6- 2 X 4 III 2 X 4 III 15-3-0 Over 2 Supports R=826 W=3.5" R=826 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.61a FL/-/3/-/E/-/- Scale =.375" Ft. *BRA".T NGNG—REFERR TOES HIB-REQUIRE1IHANDLRINGE INSTALLIINGAANU RAPTNG)�ANPUBL RTSIIEU BYPTPII INSTALLING TED TC LL 40.0 PSF REF 8151--40376 INSTITUTE, 583 D'ONUFRIO DR., SUITE 200, M.ADIS0N. N1 53719), FOR SAFETY PRACTICES PRIOR TO wyryr T C D L 10.0 P S F DATE 1 D/2 8/D 2 PERFORIN IN> THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �'" STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �,`��.•��. "IhIMi)RTANT"` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC D L 5.0 P S F D R W HCUSR151 0230I108 PRODUCTS, LNC. SHALL NOT BE RESPONSIBLE FUR ANY DEV IATfON FH OM IH[S DESIGN; ANY FAILURE TO �� J"••� ALPINE BUILD THE TRUSSES IN CONFORI1ANCE WIiM TPI; OR FABRICATING, HANDL INfi,IT IN STALL RlG AND !!! BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIUNAL DESIGN t �•: B C L L 0.0 P S F HC-ENG M N M/MM A SPE ti F S ON f'UBLI::HED Br THE AMERICAN FO AND PAPER ASSOCIATION) ANG TPI. ALPINE i •* TOT.LD. 55.0 PSF SEAN - 8959 82 CONN ECTURS .ARE MADE OF 20GA ASTIJ A653 GR40 GALV. STEEL, EACEPT AS NOTED. APPLY CONNECTORS TO t p j • j! GRAERRINGSEAC FA E 160 AftIyS AND SE AI,iI IJTTHRWCSE DR AWINGIED INDICATEGSADCI:E PTAH C.E OOF TPR PROFESSIONAL ONALRENGINEEft TNG 4� OF •¢F Alpine Engineered Products,Inc. RESPOt11[BILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISORIOP'\��j D U R.FAC. 1.00 FROM L R IIJnIZS City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS III[ RESPONSIBILITY OF THE BUILDING DESIGNER PER �V• II.CCTLLfcateo Authorization N567 ANSI/TPI 1-1915 :EITION 2 Oct �L9®��••� SPACING 24.0" (BO852F-PLAN 2279 - KW) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SPECIAL LOADS TRUSS DESIGNED TO SUPPORT UP TO A 2X6 LOAD BEARING WALL ABOVE ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) PLUS UP TO 24" OF FLOOR LOAD. VERTICAL WEBS SHALL NOT EXCEED TC From 470 PLF at 0.00 to 470 PLF at 15.29 SPACING OF WALL STUDS ABOVE. SEE DWG GBLSY42AO699 OR BC From 10 PLF at 0.00 to 10 PLF at 15.29 GBLSY42BO699 FOR GABLE DETAILS. 3X3= 2X4111 2X4111 2X4111 2X4111 2X4111 2X4111 T T T 1 4-0 1 1-4-0 1-4-0 9-1-2 3X3= 15-3-8 Over Continuous Support R=480 PLF W=15-3-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.61a FL/-/3/-/E/-/- Scale **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C ILL 4 0.0 P S F R E F R151--40377 GRACING. REFER TD HiB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5R3 G 211 ID DR., SUITE 200, NACU SON, WI 537]9), FOR SAFETY PRACTICES PRIOR TO �yN�Mpyy PERFORMING THESE FUNC1fONG. UNLESS OIHERW[SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED r►00 TC D L 10.0 P S F DATE 10/28/02 STRUCTURAL PANE G„ BOTTOM CHORD SHALL HAVE A PR LIPERLY ATTACHED RIGID CEILING. { �4�„ "IMPORTANT`" FURNISH A COPY HE THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FFF �'•' %/ BC DL 5.0 PSF DRW HCUSR151 02301109 PRODU'IS, INC. SHALL NOT BE RESPONSIBLE FOR ANY' DEVIATION FROM THIS DESIGN; ANY FAILURE TO �•� BUILD THE IRIIIE$ IN ,ONFORIIANCE KITH IPI; UR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t •�� 1F BC L L 0.0 P S F HC-ENG M N M/MMA ALPINE HN Af,ING OF THUS SES. TNiS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (N AT[DNAL DESIGN SPECIFICATION PURL ISHEO by THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CO NHEC TO RS AAE 14ADE Of 20GA ASTM A653 GR40 GALV. STEEL, ES CEPT AS NOTED. APPLY CONNECTORS TU =p •Q T 0 T.L D. 55.0 P S F S E Q N - 8965 EACH FAC E 16F US S U fit A1p111C EO�II1CCfCCI Products,Inc. DRAWIRESPONSIBILU[TYHSOLELYTHHE SEA L THE ONtITHISSS COMPONEl1ITDN°(GNT5Hl1WN4S AlEPTATHEO'F RifILOTYORALAND ISO NEERINS :c�S Fc•RIa?:\ OUR.FAC. 1.00 FROM LR IlalnesCity,FL 33844 COMPONENT FOR ANY PARI11ULAR BUILDING 13 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER OCt � A�♦a G�G SPACING SEE BOVE Ff.Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. TOP CHORD 4X2 SP #1 SYSTEM42 FLOOR GABLE BOT CHORD 4X2 SP #1 WEBS 4X2 SP #3 THIS TRUSS DESIGNED TO SUPPORT: 628 PLF REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANCHORAGE SYMM I CONTINUOUS TO FOUNDATION. ABOUT' 24" MAX 24" MAX 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION I I 8'0" STUD WALL (110 PLF) 20'0" ROOF SPAN WITH NO OVERHANG; 37 OR 40 PSF AT 1.25 - DURATION, OR 47 PSF AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 W=3X4 OR Ll 1-6-0 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION W=3X4 MAX 8'0" STUD WALL (110 PLF) 17'2" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 DURATION, OR 55 PSF AT 1.33 DURATION LENGTH AS REQUIRED DRAG LOADS MUST BE TRANSFERRED AND CARRIED . . - BY PROPERLY ATTACHED STRUCTURAL PANELS. OVER CONTINUOUS BEARING TOP CHORD 4X2 SP #1 SYSTEM42 FLOOR GABLE BOT CHORD 4X2 SP #1 WEBS 4X2 SP #3 A) THIS TRUSS DESIGNED TO SUPPORT: 1182 PLF. MAXIMUM UPWARD TOP CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION (' SYMM I 8'0" STUD WALL (110 PLF) ABOUT 16" 16" 36'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, MAX MAX OR 47 PSF AT 1.33 DURATION i OR 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 1.5X4 11.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 30'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, W=3X4 OR 55 PSF AT 1.33 DURATION 1-6-0 B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF MAX MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE =3X4 CONTINUOUS TO FOUNDATION. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 8'0" STUD WALL (110 PLF) 60'0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, LENGTH AS REQUIRED OR 37, 40, 45, OR 50 PSF AT 1.25 DURATION. OVER CONTINUOUS BEARING NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE DRAG LOADS MUST BE TRANSFERRED AND CARRIED PLATES REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS BY PROPERLY ATTACHED STRUCTURAL PANELS. TO BE STAGGERED. THIS DRAWING REPLACES DRAWING 657,275 ■-WARNING-■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, *T. LL 40,0 PSF REF SY42-FLOOR GABLE INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WL 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, p DL 10.0 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ■■IMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE �...... DL 5.0 PSF DRWG GBLSY42AO699 ENGINEALPINE DESIGN; ANY FAILURE RED PROD STONBUILD C. ATHE LL DTRUSS ST BE EINOCONBFOR CONFORMANCE WITLE FOR ANY H TPI; ORFABRICATON FROM IING, �'t�,RtIFICLL 0.0 PSF -ENG MLH/YAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH t •V APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE _ # S W0.471 LD. 55.0 PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA • ASTM A653 CR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '9' STATE OF ALPINE M AINOBEAOCHROORICDA INC ENGINEDRAW]ERING RESPONSIBILITY SOLELYE SEAL ON SFORA HIEGTRUSS COMPONENT OESIGNINDICATES ACCEPTANCE OSHOWN.PROFESTIDNALiC�OR`OQ.•S� R. FAC, 1.00 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE 'PACING SEE ABOVE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. JP CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 ISYS TEM42 FLOOR GABLEj jOT CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 T WEBS 4X2 SO. PINE #3, DFL #3, OR HF #3 HIS TRUSS DESIGNED TO SUPPORT: 583 PLF MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANChu- REFER TO DRAWING 1602 FOR TYPICAL PLATE LOCATIONS. CONTINUOUS TO FOUNDATION, SYM M'l (� 1) 2'0" FLOOR LOAD 55 PSF AT 1,00 DURATION ABOUI 24" MAX 24" MAX 8'0" STUD WALL (110 PLF) 18'0" ROOF SPAN WITH NO OVERHANG; 37 OR 40 PSF AT 125 DURATION, OR 47 PSF AT 1.33 DURATION 1.5X4 1.5X4 1,5X4 1.5X4 1.5X4 3X5 OR - -I--, - W= X4 /- --- -- - 1_6_0 6-o 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION WO" STUD WALL (110 PLF) FW=3X4 7 - 15'0" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, OR 55 PSF AT 1.33 DURATION 7-1-7-1-77'17 1.5X4 1,5X4 1,5X4 I.5X4 3X3 2X4 DRAG LOADS MUST BE TRANSFERRED AND CARRIED LENGTH AS REQUIRED BY PROPERLY ATTACHED STRUCTURAL PANELS, OVER CONTINUOUS BEARING 4 MLGABTP FOOR I TOP CHORD 4X2 SO. PINE #2, DFL #21 OR HF #1 SYS` 2 1-ii-i BOT CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 A) THIS TRUSS DESIGNED TO SUPPORT; 1000 PLF. MAXIMUM UPWARD TOP WEBS 4X2 SO. PINE #3, DFL #3, OR HF #3 CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 16OZ FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1,00 DURATION SYMM8'0" STUD WALL (110 PLF) ABOUT 16" 16" 31'0' ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, MAX MAX OR 47 PSF AT 1.33 DURATION OR 2) 20` FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0' STUD WALL (110 PLF) 1.5X4 IL5X4 1,5X4 1.5X4 1.5X4 1.5X4 3X5 26'0"' ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, OR 55 PSF AT 1,33 DURATION 3X4 i 1-6-0 B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF MAX MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE -W=3X4 CONTINUOUS TO FOUNDATION. 77 777-1-7-T 1) 2'0" FLOOR LOAD 55 PSF AT 1,00 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 8'0" STUD WALL (110 PLF) 60'0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, OR 37, 40, 45, OR 50 PSF AT 1.25 DURATION. -01-at- LENGTH_AS REQUIRED NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 OVER CONTINUOUS BEARING PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE DRAG LOADS MUST BE TRANSFERRED AND CARRIED PLATES REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS BY PROPERLY A17ACHED STRUCTURAL PANELS. TO BE STAGGERED. THIS DRAWING REPLACES DRAWING 657,275B w-WARNINGLING#* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALAND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING),PUBLISHED TC LL 40.0 PSF REF SY42 FLOOR GABLE BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONCIFRIO W, SUITE 200, MADISON, WL 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, DL 10,0 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, C DL 5.0 PSF DRWG GDLSY42DO699 ..IMPORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE rj ENGINEERED PRODUCTS. INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIi OR FABRICATING, LL 0.0 PSF -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA LD, 55,0 PSF TM A653GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF "ln. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STA —7 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 4fiGtN. R. FAC. 1.00 ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE - InMPONEN7 f`OR ANY PARTICULAR BUILDING IS THE ......... "NER, PER ANSI/TPI 1-1995 SECTION 2. .,�-�llm� PACING SEE ABOVE PAGE 1 Date : 10/25/2002 MANNING BUILDING SUPPLY LOG # : B0852 TRUSS DIVISION JOB # : JACKSONVILLE „Salesman: JOHN FERGUSON Pitch: 7/12 Customer: BESTCON HOMES Job Name: PLAN 2279 Address : 2440 South Beach Parkway Address : LOT 2 HIDDEN PARADISE Jacksonville Bch, FL. 32250 Designer: LR MODIFIED 2185 --------------------- ----------------------------------------------------------- �tyl Span I O.H. I RO.H. I Description ------------------------------------------------------ -------------------------- ,. 1 18 ' 10" 8 1 ' 6" 0 ' Al 3 18 ' 10" 8 1 ' 6" 0 ' A2 1 7 ' 0 ' 0 ' A3 1 26' 1 ' 6" 116" A4 2- PLY 1 26 ' 11611 11611 A5 1 26' 116" 116" A6 3- PLY 1 6' 116" 0 ' A7 4 6 116" 0 ' A8 8 15 ' 3" 8 116" 116" T3 16 15' 3118 116" 0 ' T3A 2 15 ' 3118 116" 116" T3 GE 1 9110" 1 211117 0 ' 7 'HJ D45 2 5 ' 116" 0 ' 5 ' CJ 1L 1R 2 3 ' 116" 0 ' 3 'CJ 1L 1R 2 1' 1 ' 6" 0 ' 11CJ 1L 1R ** I-Joist' s ** 2 4 RJ-1 WI60 - 11 7/8" x 2 . 5" 2 6 RJ-2 WI60 - 11 7/8" x 2 . 5" 2 8 RJ-3 WI60 - 11 7/8" x 2 . 5" 2 12 RJ-4 WI60 - 11 7/8" x 2 . 5" 2 14 RJ-5 WI60 - 11 7/8" x 2 . 5" 2 16 RJ-6 WI60 - 11 7/8" x 2 . 5" 2 18 RJ-7 WI60 - 11 7/8" x 2 . 5" " 1 20 RJ-8 WI60 - 11 7/8" x 2 . 5" 1 22 RJ-9 WI60 - 11 7/8" x 2 . 5" 2 18 RJ-10 WI60 - 11 7/8" x 2. 5" 17 24 RJ-11 WI60 - 11 7/8" x 2 . 5" ** Hardware Roof ** 29 1-PLY JOIST 45" SKEW 7 A HUS26 1-ply Truss Hanger 1 H THJA26 Hip Jack + 1 Jack ** Beams ** 2 32 BM-1 GPLAM 18" 2 24 BM-2 GPLAM 18" - ---------------------- ------ --- --------------------------- ----------------- 42 - Trusses 8 - # of Hardware 35 - # of I-Joist 0 - Piggy' s 7 - Jacks 4 - # of Beams 0 - # of Rim Board -------------------- 49 - Total Trusses -20' -I- 42' 1. 00 NOT CUT OR ALTER TRUSSES, 1;NE_.ESS - ; APPROVED By TRUSS OFFICE Ff IT 2. VERIFY ALL SPRNS AND RMOUNTS, AS Rfl T TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT I cn 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED A2 IN WRITING BY TRUSS PLANT MPNRGER -_---= - -- - - -- - - -- - - -- - -- - - - -- - - -- - -- -- - - 4. APPROVED BY wLL APPROVAL DATE: c� m m DEL. DATE h- N M � h- R3 _-- — If) C E 2 a- ap f RJ10 JOA:BO952 BEST-CON HOMES RJ1O LOO:LOT 2 HIDDEN PARADISE - R J 7 PLAIN:MOD I F- IED 2185 R DESIGNER: LFiRRY RUGKEL m R15. a R J4' a y � R 3 ,2% MANNING BLDG . SUPPL I S 11155 PHILLIPS PKWAY PH# 268-8225 RJi' JAX. FLP. 32256 62' HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS 26 278 332 155 (14) 16d (6) 10d X 1.5• TRUSS B HUS 28 338 358 200 (22) 16d (8) 10d X 1.5 TRUSS C HGUS 28-2 624 781 265 (36) 16d (20) 10d X 1.5 2 PLY TRUSS D HGUS 28-3 624 781 265 (36) 16d (12) 16d X 1.5 3 PLY TRUSS E SUL/R 26 80 100 765 (6) 16d (6) 10 d X 1.5 TRUSS F SUL/R 210 133 166 125 (16) 16d (10) 10d X 1.5 TRUSS G LSSU 210 96 120 62 (10) 10d (7) 10d X 1.5 TRUSS H THJA 26 219 274 134 (16) 16d (5) 10d+(7) 10d HIP JACK I THA 422 363 414 155 (22) 16d (6) 10d X 1.5 SYS 42 J SUR/L 410 186 233 127 (16) 16d (10) 16d SYS 42 K IUT 312 136 120 24 (14) 10d (2) 10d X 1.5 I-JOIST L IUT 312-2 185 232 90 (16) 16 (6) 10d DBL I-JOIST M I MIT 316 1 240 (12) 10d X 1.5 (2) 10d X 1.5 I-JOIST N I SUR/l,310 1 186 178 72 (14) 16d (6) 10d X 1.5 I-JOIST 0 SUR/L 314 2390 179 96 (18) 16d (8) 10d X 1.5 I-JOIST P LSSUH 310 138 105 99 (14) 16d (12) 10d X 1.5 I-JOIST Q HU 11 218 227 92 (22) 16d (6) 10d X 1.5 1 PLY LVL R HGUS 48 54 684 583 (36) 16d (24) 16 d 2 PLY LVL S HGUS 412 953 1133 478 (56) 16d (36) 16 d 2 PLY LVL T HGUS 412 L 85 1064 875 (56) 16d (36) 16 d 2 PLY LVL U HGUS 412 R 8 10 875 (56) 16d (36) 16.d 2 PLY LVL V HUC 412 610 680 310 (56) 16d (36) 16,;d 2 PLY LVL, W HGUS 5.25112 953 1133 478 (56) 16d (36) 16 d 3 PLY LVL X HGUS 7.25/12 953 966 478 (56) Ad (36) 16 d 4 PLY LVL UL1 H16S N N 160 (10) IOd (2) 10 d TRUSS ULZ H16 N N 160 (10) 10d (2) 10 d TRUSS UL3 H16-2 N NA 160 (10) 10d (2) 10 d 2 PLY TRUSS UL4 MTS 12 N4 NA 10 (7)10d EA. SIDE NONE TRUSS ULA HTS 20 NA NA. 145((10)10d EA. SIDE NONE 2 PLY TRUSS UL6 MSTA 36 1995 213 26) 10d TRUSS UL7 MGT NA NA 420 (22) LOd PLUS UL8 UL8 PHD 5 NA NA 4500 14 SDS 114X3 ADD UL7 TBS 2-24 4) 1 O X 1.5 TRUSS BRACING 12 BRITS COM 1-3/8 TRUSS NAIL 3/4 X 023 SANDIN SNAP ON SEALS MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 20013:59 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTSeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0786.FBD Information : BESTCON Mark# : RJ1 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No Slope : 6/12 LOADS Project Design Loads:Roof:Live=20 psf,Dead=17 pst, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape Start O_End IMStart O_End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 0'0" 7 0" 24"o.c.Base Uniform Load(Spacing Sensitive) 'Dimensions measured from left end when span#is 0 otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 78 78 Min R'n 38 38 DL R'n 38 38 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 60 1 0'Z. 41 1775 125% 0.03 M(ft4bs) 39 1 1'0" 41 5798 125% 0.01 LtRn(lbs) 78 0 gal 41 1714 125% 0.05 See Note#5 RtRn(lbs) 78 0 2'0" 41 1714 125% 0.05 See Note#5 Fo LLDefl(In.) 0.00 1 1'a. 41 0.07 L175292 TLDefl(in.) 0.00 1 1'0" 41 0.11 038605 USE. WI 60 11.88"024" O.C. LAPA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES : 1.Designed In accordance with National Design SpecMcadons for Wood Construction and applicable Approvals or Research Reports. Z.Provide lateral support at dw bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by dhe user and have not been verified by Georgla-PacMc Engineered Lumber Technical Services. 4.Design valld for dry use only. This reacdon is based on the combination of loads 3 duration factors that produces the highest stress redo and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rh from'Supports'secdon above. 0.Bearing langib based on design material,support material capacity shall be verMed(by odwrs). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. 3.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Max/Mln reactions are based on the applicable load combinations outlined in the notes.Summadon of max4nin reactions fbr various DOL may not match total max/min reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmoudh cuts permitted only If all the following conditions are met.cut Is at low end of roof Joist,overhang does not exceed 2 f4 and bearing stiffteners are used. 12 For explanation of GROUP,change to expanded printout 1 MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 3:57 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTSeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : RJ2 Desc : Usage : Joist(Roof) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL = L1360 TL =L1240 Composite Action : No Slope : 5/12 LOADS Project Design Loads:Roof.'Live=20 psf, Dead=17 psi; Live+Dead Ld(T) Live Ld(L) LDF Location` # Shape @Start @End QStart @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 0'0" 40.. 24"o.c.Base Uniform Load(Spacing Sensitive) 'Dimensions measured from left end when span#is 0 otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 154 154 Min R'n 74 74 DL R'n 74 74 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 132 1 3-10" 41 1775 125% 0.07 M(ft4bs) 154 1 2'0" 41 5419 125% 0.03 LtRn(lbs) 154 0 010.. 41 1714 125% 0.09 See Note#5 RtRn(lbs) 154 0 4'0" 41 1714 125% 0.09 See Note#5 Ll.Defi(in.) 0.00 1 2'0" 41 0.14 U26991 TLDefI(in.) 0.00 1 2'0" 41 0.22 U14052 USE. WI 60 11.88"0-24" O.C. r APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES 1.Designed In accordance with National Design SpecMcadons for Wood Construction and applicable Approvais or Research Reports. 2 Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgle-PacMc Engineered Lumber Technical Services. 4.Design valid for dry use only. e* !i.This reactlor►is based on the combination of loads d duration factors that produces the highest stress rado and may be less than maximum reaction.Therefore,when reaction values are required,use Max R n from'Supports'section above. 6 Bearing length based on design material,support material capacity shall be veined(by otires). 7.When required by the building code,a registered design proflesalonal or building ofllchd should vefWY the Input loads and product w application. d.This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. 9.Max/MM reactions are based on the applicable load combinations outlined In the notes Summation of max/min reactions for various DOL may not match total maxlmin reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owns. 11.Birdsmoudt cuts permitted only if all the Wowing conditions are met.cut is at low end of roof)oist overhang does not exceed 2 f4 and bearing stiffeners are used. 12 For explanation of GROUP,change to expanded printout MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 3:56 am fm 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : RJ3 Desc : Usage : Joist(Roof) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL= L/360 TL = U240 Composite Action : No Slope : 6/12 ,.S• .� 3=. ., LOADS Project Design Loads:Roof.Live=20 psf,Dead=17 pst, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape QStart @End O-Start MEnd Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 115% 0 0101, 60.. 24"o.c.Base Uniform Load(Spacing Sensitive) 'Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 234 234 Min R'n 114 114 DL R'n 114 114 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 199 1 0'Z. 31 1633 115% 0.12 M(ft-lbs) 351 1 3-0" 31 4985 115% 0.07 LtRn(lbs) 234 0 0.0. 31 1577 115% 0.15 See Note#5 RtRn(lbs) 234 0 6o.. 31 1577 115% 0.15 See Note#5 LLDefI(in.) 0.01 1 3'X 31 0.22 L112422 TLDefl(in.) 0.01 1 3-0" 31 0.34 U6369 USE. WI 60 11.88"Q24" O.C. r APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: P„ 1.Designed In accordance with National Design Spech7cadons for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been veriffed by Georgia-PacMc Engineered Lumber Technical Services. 4.Design valid for dry use only. S This reaction is based on the combination of loads b duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R'n from Supports'secdon above. 0 Bearing length based on design material;support material capacity shall be verflled(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only Nall the following conditions are met:cut Is at low and of roofJolst,overhang does not exceed 2 ff,and bearing stiffeners are used. 12.For explanation of GROUP,change to expanded printout. MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 3:55 am !m 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : RJ4 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL= LJ360 TL = L1240 Composite Action : No Slope : 6112 3.5'.iii,v LOADS Project Design Loads:Roof.'Live=20 psf,Dead=17 pst, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape QStart CEnd QStart QEnd Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 0101, 8.0.. 24"o.c.Base Uniform Load(Spacing Sensitive) *Dimensions measured from/offend when span#is 0,otherwise,from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 312 312 Min R'n 152 152 DL Wn 152 152 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 269 1 0'2" 41 1775 125% 0.15 M(ft4bs) 624 1 4'0" 41 5798 125% 0.11 LtRn(lbs) 312 0 0101, 41 1714 125% 0.18 See Note#5 RtRn(lbs) 312 0 go.. 41 1714 125% 0.18 See Note#5 00 LLDefl(in.) 0.02 1 4'0" 41 0.30 L/6461 TLDefl(in.) 0.03 1 4'0" 41 0.45 U3313 USE. WI 60 11.88" [024" O.C. r APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed In accordance with Nadonal Design SpecMcadons for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verMed by Georgla-PecMc Engineered Lumber Technical Services. 4.Design valid for dry use only. &This reaction Is based on the combination of toads b duration factors that produces the highest stress radd and may be less than maximum reactfon.Tbereibre,when reaction values are required,use Max Rh from Supports'section above. 6.Bearing length based on design material:support material capacity shag be vw~(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. 3.This enginewed lumber product has been sized ibr residential use.A concentrated load check per the building code,must be performed for commercial uses. 9.Max/Mln reactions are based on the applicable load combinations outlined in the notes.Summation of max(min reactions for various DOL may not match total max4nin reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only If ail the following conditions are met cut is at low end of roofJoist,overhang does not exceed 2114 and bearing stiffeners are used. 12.For explanation of GROUP change to expanded printout MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 3:48 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeatn®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : RJ5 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No Slope : 6/12 0 LOADS Project Design Loads:Roof.'Live=17 psf,Dead=3 psf, Live+Dead Ld(T) Live Ld(L) LDF Location` # Shape QStart O_End O_Start O_End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 20 17 125% 0 a 0" 10'0" 24"o.c. Base Uniform Load(Spacing Sensitive) Dimensions measured from left end when span#is 0 otherwise,from left end of the specified span. Im SUPPORTS(lbs) 1 2 Max R'n 204 204 Min R'n 34 34 DL R'n 34 34 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 177 1 a 2" 41 1775 125% 0.10 M(ft4bs) 509 1 50" 41 5798 125% 0.09 LtRn(lbs) 204 0 0'0" 41 1714 125% 0.12 See Note#5 RtRn(lbs) 204 0 10'0" 41 1714 125% 0.12 See Note#5 LLDefl(in.) 0.03 1 59, 41 0.37 U4362 TLDefl(in.) 0.04 1 5-0" 41 0.56 U3643 USE: WI 60 11.88"0-24" O.C. r APA-11.88"PRI-601 Grade,Depth selected by User we Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design SpecHlcadons for Wood Consiructlon and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been veriRed by Georgla-Pacitic Engineered Lumber Technical Services. 4.Design valid for dry use only. rL This reaction is based on the combination of loads d duration factors that produces the highest stress rade and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rn from Supports'section above. [l.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verily the Input loads and product flea application. d.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.MaxWln reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max4nin reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only If all the following conditions are met.cut is at low and of roof jols4 overhang does not exceed 2 M and bearing stiffeners are used. 12 For explanation of GROUP change to expanded printout s MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:00 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis©1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON 4" Mark# : RJ6 Desc: Usage : Joist(Roof) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL= L/360 TL= L1240 Composite Action : No Slope : 6/12 ,.,.�. LOADS Project Design Loads:Roof.'Live=20 psf,Dead=17 pst, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape O_Start QEnd O_Start End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 0'0" 12'0" 24"o.c.Base Uniform Load(Spacing Sensitive) "Dimensions measured from left end when span#is 0, otherwise,from/eft end of the specified span. s„ SUPPORTS(Ibs) 1 2 Max R'n 468 468 Min R'n 228 228 DL R'n 228 228 ! " Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 408 1 0-2" 41 1775 125% 0.23 M(ft-lbs) 1404 1 60.1 41 5419 125% 0.26 LtRn(lbs) 468 0 0'0" 41 1714 125% 0.27 See Note#5 RtRn(lbs) 468 0 12'0" 41 1714 125% 0.27 See Note#5 OR LLDefI(in.) 0.07 1 61011 41 0.45 U2297 TLDefI(in.) 0.14 1 60.1 41 0.67 U1178 USE: WI 60 11.88" 0-24" O.C. r APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: I.Designed In accordance with National Design Spech7cadons for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verlflled by Georgla-Paciti'c Engineered Lumber Technical Services. 4.Design valid for dry use only. This reaction is based on the combination of loads d duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rn from'Supports'sect/on above. 6.Bearing length based on design material,support material capacity shall be vertlled(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. S. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.MaxMtln reactions are based on the applicable load combinations outlined In the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Blydsmouth cuts permitted only If all the}blowing conditions are met.,cut is at low and of roofJoist,overhang does not exceed 2 It,and bearing stifteners are used. 1Z For explanation of GROUP,change to expanded printout MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 20014:00 am 11155 PHILLIPS PARKWAY OR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : RJ7 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Def] : LL= U360 TL = U240 Composite Action : No Slope : 6/12 „. ,. -------------- LOADS Project Design Loads:Roof.'Live=20 psf,Dead=17 psf, Live+Dead Ld(T) Live Ld(L) LDF Location' # ShapeStart End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 0'0" 14'0" 24"o.c. Base Uniform Load(Spacing Sensitive) _ "Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(Ibs) 2 Max R'n 546 548 Min R'n 266 266 OL R'n 266 266 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 478 1 1310" 41 1775 125% 0.27 M(ft4bs) 1911 1 T 0" 41 5798 125% 0.33 LtRn(lbs) 546 0 0'0" 41 1714 125% 0.32 See Note#5 RtRn(lbs) 546 0 1401, 41 1714 125% 0.32 See Note#5 LLDefl(in.) 0.12 1 T a, 41 0.52 U1510 TLDefl(in) 0.24 1 T 0" 41 0.78 U774 USE. WI 60 11.88" 024" o.c. r APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES 1.Designed In accordance with National Design Speciilcadons for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verflled by Georgia-Paclllc Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction is based on the combination of loads d duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R'n from Supports'secdon above. &Bearing length based on design material;support material rapacity shall be verMed(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product 40 application. d.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Max/Min reactions are based on the applicable load combinations outlined In the notes.Summation of max/rnirr reactions for various DOL may not match total maWmin reaction. 10.Company,product or brand manes referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only If all the following conditions are met cut Is at low and of roofJoist overhang does not exceed 2 M and bearing stiffeners are used. 12 For explanation of GROUP change to expanded printout MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:01 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : RJ8 Desc Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL= 0360 TL = L/240 Composite Action : No Slope : 6112 lop as',sss v. ------------- LOADS Project Design Loads:Roof.'Live=20 psf,Dead=17 pst, Uve+Dead WIT) Live Ld(L) LDF Location" # Shape -Start @-End CD-Start O-End Span# Starts Ends Additional info Spcg Sen Uniform(psf) 37 20 125% 0 0101. 16'0" 24"o.c.Base Uniform Load(Spacing Sensitive) _ Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 624 624 Min R'n 304 304 DL R'n 304 304 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 548 1 15,101, 41 1775 125% 0.31 M(ft4bs) 2496 1 8101. 41 5798 125% 0.43 LtRn(Ibs) 624 0 a 0" 41 1714 125% 0.36 See Note#5 RtRn(ibs) 624 0 16'0" 41 1714 125% 0.36 See Note#5 LLDefl(in.) 0.21 1 8'0" 41 0.60 01042 TLDefl(in) 0.40 1 8'0" 41 0.89 U534 USE: WI 6011.88"0-24" o.C. [APA-11.88"PRI-60] Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES : 1.Designed In accordance with National Design SpecNlcadons for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 6.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rt from'Supports'section above. 0.Bearing length bused on design material,support material capacity shelf be verified(by others). 7.When requ/red by the building code,a registered design professional or building official should verify the input loads and product 40 application. d.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Max/Min reactions are based on the applicable load combinations outlined In the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.BMdsmouth cuts permitted only N all the following conditions are met:cut Is at low end of roof)614 overhang does not exceed 2 X and bearing stiffeners are used. 12 For explanation of GROUP change to expanded printout. MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:01 am ! ' 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build' 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : RJ9 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No Slope : 6/12 ifi',Syn ai',4d iv LOADS Project Design Loads:Roof.Live=20 psf,Dead=17 psf, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape Start @End @Start CEnd Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 010.1 18-0" 24"a.c.Base Uniform Load(Spacing Sensitive) 'Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 702 702 Min R'n 342 342 DL R'n 342 342 Min Brg(ln.) 1.75 1.75 Stiffener NO NO DESIGN ,e Value Span X Group Allow LDF Ratio V(lbs) 518 1 0'Z. 41 1775 125% 0.35 M(ft-lbs) 3160 1 901, 41 5798 125% 0.54 LtRn(lbs) 702 0 0.0.. 41 1714 125% 0.41 See Note#5 RtRn(lbs) 702 0 18'0" 41 1714 125% 0.41 See Note#5 LLDefl(in.) 0.32 1 9.9. 41 0.67 U747 TLOefl(in.) 0.631 go.. 41 1.01 L/383 USE: WI 60 11.88"0-24"O.C. r APA-111.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2-Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. I Loads have been input by the user and have not been verMed by Georgla-Pacitic Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction Is based on the combination of loads d duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values aro required,use Max R'n from'Supports'secdon above. 0 Bearing length based on design material;-support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. S.This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. 9.MawMin reactions are based on the applicable load combinations oudined in the notes.Summation of maWmin reactions for various DOL may not match total max/min reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their reispecOve owners. 11.Birdsmouth cuts permitted only If all the following conditions are met:cut Is at low end of roofJois;overhang does not exceed 2 ft;and bearing sdfreoers are used. 12.For explanation of GROUP change to expanded printout MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:39 am 40 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON am Mark# : RJ10 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL= L/360 TL= U240 Composite Action : No Slope : 6112 LOADS Project Design Loads:Roof.'Live=20 psf,Dead=17 pst, Live+Dead Ld(T) Live Ld(L) LDF Location` # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 0101. 1401, 24"o.c. Base Uniform Load(Spacing Sensitive) 'Dimensions measured from left end when span#is 0, otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 546 546 Min R'n 266 266 DL R'n 266 266 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 478 1 13'10" 41 1775 125% 0.27 M(ft-lbs) 1911 1 TO" 41 5798 125% 0.33 LtRn(lbs) 546 0 0'0" 41 1714 125% 0.32 See Note#5 RtRn(lbs) 546 0 14'0" 41 1714 125% 0.32 See Note#5 LLDefl(in.) 0.12 1 T 0" 41 0.52 U1510 TLDefl(in.) 0.24 1 T 0" 41 0.78 U774 USE. W160 11.88"0)24" O.C. r APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. Z.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads d duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R'n from'Supports'section above. 6.Bearing length based on design material,support material capacity shall be verified(by others. 7. When required by the building code,a registered design professional or building official should verHy the input loads and product application. d. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Maxlft reactions are based on the applicable load combinations outlined In the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 10 Company,product or brand names referenced are trademarks or registered trademarks of their respective owner 11.131rdsmouth cuts permitted only If all the following conditions are met.cut Is at low end of roofJoist,overhang does not exceed 2 fL and bearing stiffeners are used. 12.For explanation of GROUP change to expanded printout a MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 20014:39 am e 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam® Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON mo Mark# : RJ11 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No Slope : 6/12 LOADS Project Design Loads:Roof.Live=20 psf,Dead=17 psf Me Live+Dead Ld(T) Live Ld(L) LDF Location' #_Shape QStart @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 U 0" 19'8 1/Z' 24"o.c.Base Uniform Load(Spacing Sensitive) 'Dimensions measured from left end when span#is 0, otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 769 769 Min R'n 375 375 DL R'n 375 375 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 677 1 0'2" 41 1775 125% 0.38 M(ft4bs) 3788 1 9101, 41 5798 125% 0.65 LtRn(lbs) 769 0 0'T 41 1714 125% 0.45 See Note#5 RtRn(lbs) 769 0 19 8" 41 1714 125% 0.45 See Note#5 LLDefl(in.) 0.46 1 9101, 41 0.73 L/576 TLDefl(in.) 0.89 1 9.101. 41 1.10 U296 USE: WI 60 11.88"0-24" O.C. r APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES : 1.Designed/n accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2 Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required fior compression edge. 3.Loads have bean input by On user and have not been veiffed by Georgla•Pach7c Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This roacdon is based on the combirodon of loads d duradon factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values aro required,use Max Rah from Supports'soction above. Q.Bearing length based on design material,support material capacity shall be vwNW(by otwrs). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. d.This engineered lumbar product has been shed for residential use A concentrated load check,per the building code,must be performed for commercial uses. 9.Max/Min reactions aro based on the applicable load combinations outlined In the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 10.Company,product or brand names referenced are trademarks of registered trademarks of their respective owners. 11.Birdsmouth cuts permited only Nall the following conditions are met:cut Is at low and of roof joist,overhang does not exceed 2 A and bearing stilreners are used. 12.For explanation of GROUP,change to expanded printout 1 MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:19 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 t FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON M* Mark# : BM1- Roof Desc : Usage : Beam(Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = LJ240 Composite Action : No Slope : 4112 eA LOADS Project Design Loads:Root.'Live=20 psf,Dead=17 pst, ON Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @Start QEnd Span# Starts Ends Additional Info 1 Trapezoidal(plo 114 370 62 200 125% 0 0.0. 2T 10 7/16" Uniform(plf) 16 0 0 0 27'10 7/16" Self Weight "Dimensions measured from left end when span#is 0, otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 3088 4306 Min Wn 1586 2162 DL R'n 1586 2162 Min Brg(in.) 1.56 1.64 [Based on bearing stress below] Brg Str(psi) 565 750 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 3478 1 26'3" 41 14962 125% 0.23 M(ft-lbs) 25881 1 15'T 41 55520 125% 0.47 LtRn(lbs) 3088 0 go.. 41 6921 100% 0.45 See Note#5 RtRn(lbs) 4306 0 2T 10" 41 9188 100% 0.47 See Note#5 LLOefl(in.) 0.59 1 13'11" 41 0.98 0602 TLDefl(in.) 1.19 1 13'11" 41 1.47 L/297 USE: GPLAM 2.0E 1.75x18.00" 2 Plies Grade,Depth,Pies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design SpecMcations for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verlfled by Georgle-PacMc Engineered Lumber Technical Services. A Design valid for dry use only. &This reaction Is based on the combination of loads d duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from Supports'section above. 6.Bearing length based on design material:support material capacity shall be verh7ed(by odors). 7.When required by the building code,a registered design professional or building ofllcial should verify the input loads and product application. 8.This engineered lumber product has been shed for residential use.A concentrated load check,per the building code,must be performed for commercial uses. Me 9.Verify that load Is applied at top or equally from both sides. 10.Nall plies together whh 16d nalls a 12"do along top and bottom edges and thru center.MW from alternate faces,2"from edges. 11.MaxVin reactions are based on the applicable load combinations outlined In the notes.Summation of max/min reactions fon various DOL may not mater►total maWmin reaction. 12.Company,product or brand names ref meed are trademarks or registered trademarks of their respective owners. 13.For explanation of GROUP change to expanded printout MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:32 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : BM2 Desc : Usage : Beam(Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/240 TL= L/180 Composite Action : No Slope : 0/12 Li L i LOADS Project Design Loads:Roof.Live=20 psf,Dead=17 pst, Live+Dead Ld(T) Live Ldl(L) LDF Location' # Shape @Start MEnd QStart O—End Span# Starts Ends Additional Info 1 Concentrated(lbs) 4306 2328 125% 0 5.01. FROM BM1 2 Concentrated(lbs) 4306 2328 125% 0 1T 0" FROM BM1 3 Span Canied(psf) 37 20 125% 0 S 0" 1701, 20'0"s.c.-FROM RJ10 4 Span Carried(psf) 37 20 125% 0 0.01. 22'3 1/2" 1T 8"s.c.-T-3 ROOF Uniform(pif) 16 0 0 0 22'3 I/Z' Self Weight 'Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 3 Max Wn 4894 14459 2307 Min R'n 2045 6769 -61 DL R'n 2218 6769 723 !�w Min Brg(in.) 2.48 5.51 1.50 [Based on bearing stress below] Brg Str(psi) 565 750 565 DESIGN Value Span X Group Allow LDF Ratio *0 V(lbs) 6063 1 11'8" 41 14962 125% 0.41 M(ft-lbs) 20181 1 5'0" 42 55520 125% 0.36 LtRn(lbs) 4894 0 0'0" 42 6921 100% 0.71 See Note#5 RtRn(lbs) 2307 0 22'4 43 6921 100% 0.33 See Note#5 IntRn(lbs) 14459 0 13'6" 41 19031 100% 0.76 See Note#5 LLDefl(in.) 0.11 1 6 8" 42 0.57 U1539 TLOefl(in.) 0.19 1 6-8" 42 0.90 U870 USE. GPLAM 2.0E 1.75x18.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: I.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide latera/support at the bearing location nearast each end of the member Continuous lateral support required for compression edge. 3.Loads have been input by the use and have not been verified by Georgia-PacMc Engineered Lumber Technical Services. ow 4.Design vaNd for dry use only. S.This reaction is based on the combination of loads 3 duration factors that produces the highest stress ratio and may be less than maximum reaction.Tiwrefbre,when reaction values are required,use Max R'n from SupportsI section above. 0.Searing length based on design material;support material capacity shall be verified(by others). 7.Roof Usage:Install with minimum 114.12 slope for adequate drainage. L When required by the building code,a registered design proffassional or building ofikial should varNy the Input loads and product application. 9. This engineered lumber product has been sized for residential use.A concentrated load check,per the building coda,must be performed for commiarclai uses. 10.Provide approved uplift resistance at supports with negative reactions. 11.Verify that load is applied at top or equally from both sides. 1 Z Nall plies together with 16d nails C 12"o%along top and bottom edges and thru center.Nall ft on alternate faces,2"from edges. 13.MarlMkn reactions are based on the applicable load combinations outlined in the notes.Summation of maxhnin reactions for various p„ DOL may not match total max/min reaction. 14.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 16.For explanation of GROUP,change to expanded printout 40, oll lop VP op 40 ims lop (BO852-PLAN 2279 - Al) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.34 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B. WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.500' ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC From 54 PLF at -1.65 to 54 ELF at -0.00 TC From 154 PLF at -0.00 to 154 PLF at 18.88 BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 18.88 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4 7 7 6-5-11 3X3 4 X 4 0-11-12 1T 9 8-1-2—L 4X4(E3) I 3X10(E3) III l�1-6-0 10-0-0 I_ 8-10-8 18-10-8 Over Continuous Support _I R=188 PLF U=86 PLF W=18-10-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.61a FL 3 - Scale —WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (MANGLING INSTALLING ANII BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 PSF R E F R151-40332 INSTITUTE, 583 11 01 OFRIO OR., SUITE 200, MAD ISUN, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 01HERWISE INDICATED, T0P CNURD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 10/28/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p ` IMPORTANT— FURNISH .A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED p V t �•� p C D L 5.0 P S F D R W HCUSR151 02301105 PRODUCTS, I?!C. SHALL NUT BE RESPONSIBLE FOR ANY OEYIATIUN FROM THIS DESIGN; ANY FAILURE TO r }_�` •;�� 8UIL0 THE TRUSSES IN CON OR IAANCE WITH TP[; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO f (jr ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN a} EIC L L 10.0 P S F HC-ENG M N M/MMA SPECIFIr_AT ION PUBIISHED BY THE AMERICAN FOREST ANb PAPER ASSOCIATION) AND TPI. ALPINE S CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 1 p T 0 T.L D. 42.0 P S F S E A N - 11315 EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERr(V OF DRAWINGS 160 A Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C�% OR10P• D U R.FAC. 1.25 F R 0 M L R Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i �.. �� Flames City,FL 33844 COMPONENT FOR AN1 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Q C t� R NG FL .ertitica[e Of uthoriZ8ti0T1�567 ANSI/TPI 1 1995 SECTION 2 ,; ,,. _ :N®. _ :: SPACING 24 (80852-PLAN 2279 - A2) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.51 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.581' ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 4X4 LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3 X 5 3X5 7 7 6 9-12 3X5% 1.5X4 III T 1 7-10 0-11-12 1.5X4 III 3X8= 3X3= 4X4(E3) 3X1O(E3) III L, 1-e-0 31 10-0-0 I_ 8-10-8 _I 18-10-8 Over 2 Supports -- J R=888 U=396 W=3.5" R=789 U=298 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.61a FL 3 - Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANU BRACING), PUBLISHED B'Y TPI (TRUSS PLATE I C LL 20.0 P S F R E F R151-40333 INSTTUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRITOR TO .,�1��Mr PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 1 0/2 8/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A Pft OPERLY ATTACHED RIGID CEILING. VG•.'.•• _ c `'IMPORTANT" FURNISH .A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '��F(C ••• BC DL 5.0 PSF F D R W HCUSRI51 02301091 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVEATION FROM THIS DESIGN; ANY FAILURE TO �� BUILD TME TRUSSES IN t:ONFORt1AN NCE WITH TPI; OR FABRICATE C,, HANDLING, SHIPPING, INSTALLING AND + ALPINE BRACING OF TRUSSF'S TO FS CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESIGN _* BC LL 10.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIAT](IN) AN(I TPI. ALPINE !A CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO OF ;Q T 0 T.L D. 42.0 P S F S E Q N - 11317 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i t�C• �. •�k/ DRAWINGS 160 A 2. THE SEAL CIN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �s mss••••C F110"* D U R.FAC. 1.25 F ROM L R Alpine Engineered Products,Inc. RESPONSIBILITY[L[TY SOLELY FOR THE TRUSS COM PUNENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS '!L �� Haines Clll FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 0 C t [� G 24.0 -, , T„,u , SPAC I N .a[IOt7 c<'• ANSIJJ-' ..::59 :: ,.::, .. _ ::: ,. ...: (80852-PLAN 2279 - A3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.11 FT MEAN NGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x6 SP #1 Dense LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TC From 54 PLF at 0.00 to 54 PLF at 7.00 BC From 30 PLF at 0.00 to 30 PLF at 0.15 (A)(1) 2x6x5-1-10 SP #1 Dense SCAB AT RIGHT END. ATTACH SCAB TO BC From 430 PLF at 0.15 to 430 PLF at 6.76 FACE OF CHORD WITH: 0.1310.0_g_nails @ B" OC, PLUS ADDITIONAL BC From 30 PLF at 6.76 to 30 PLF at 7.00 NAIL CLUSTERS AT: BRG. : (7) , HEEL: (7) , 1st PANEL POINT: (0) . HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 1.5X4 III LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3X6 7 F- 5-0-12 5-0-12 3X5% 0-11-12 a—L- 3X8 III (A) 5X8(R) III 5X5(E3) 3X1O(E3) III 7-0-0 Over 2 Supports R=1635 U=865 W=3.5" R=1600 U=847 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--40334 BRACING. REFER TO NIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BV TPI (TRUSS PLATE I NSTI TOTE, 583 D'ONOFRIO DR.. SUITE 2D0, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO ,. wrwy PERF ORF NG THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TDP CHORD SHALL HAVE PROPERLY ATTACHED �t, � T C D L 7.O P S F DATE 10/28/02 STRUCTURAL PANELS, BOTTOM fHOR[1 SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4�• "'IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r �ZIF B C D L 5.O P S F D R W HCUSR151 02301092 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TN IS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CUNFORII ANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND + l ••• ••r(`" ALPINE BRAC RIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = rt j • + B C L L 10.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA AST11 A653 GR40 GAL,. STEEL, E%CE PT AS NOTED. APPLY CONNECTORS TO i 9; FQ TOT.L D. 42.0 P S F S E O N - 11331 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER l fn^ ORAWIN6S 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /n•:!�L plpP:=mow D U R.FAC. 1.2 5 FROM L R Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS r\ Haines Cit} FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER pGrf,E� GA'/ ANSI/yy'T 1 ,995 SE, TUO C I N P V3C ,,.a' SPACING SEE ABOVE (80852-PLAN 2279 - A4 2- PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required BOT CHORD 2x6 SP #2 N :B2 2x4 SP #2 N: WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.0_g_nails) :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.118' TOP CHORD: 1 ROW @ 12" o.c. :Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.500' BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. SPECIAL LOADS USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) IN EACH ROW TO AVOID SPLITTING. TC From 54 PLF at -1.65 to 54 PLF at 7.00 TC From 113 PLF at 7.00 to 113 PLF at 26.00 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BC From 4 PLF at -1.65 to 4 PLF at 0.00 LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND BC From 30 PLF at 0.00 to 30 PLF at 7.00 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. BC From 65 PLF at 7.00 to 65 PLF at 26.00 BC From 4 PLF at 26.00 to 4 PLF at 27.65 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. BC 2107 LB Conc. Load at 7.06 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X7= 1.5X4 III 5X7 7 1- 3X5 7 3 X 5 5-0-12 0-11-120-11-1 8-1-2 T �5� f 3X8111 B2 T 5X5(E3) = 7X10= 1.5X4111 107# 4X4(E3) 3X10(E3) III 3X10(E3) III II ti-D JII- 6-0 i 7-0-0 I 12-0-0 _I 7-0-0 _I 26-0-0 Over 2 Supports R=3377 U=1278 W=3.5" R=2804 U=1062 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 - Scale =.25" Ft. •`WARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--40335 BRAC1116. REFER TO 1116-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO OR., SOI TE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO Aye PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 1 0/2 8/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY .ATTACHED RIGID CEILING. �pl• �' "IMP IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •.� BC DL 5.0 P S F D R W HCUSR151 02301093 PRODUCTS, INC. SHALL NUT BE RESPLINSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �� GUILD THE TRUSSES [N CONFOR11ANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t . B C L L 10.0 P S F HC-ENG M N M/MM A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ _ SPECIFICATIUN POHLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 r,R40 GALY. STEEL. EXCEPT AS NOTED. APPL7 CONNECTORS TO s 9 =Q. TOT.L D. 42.0 P S F S E A N - 11333 EACH FACE OF TRUSS, AND UtIL ESS OTHERWISE IF ATE ON THIS DESIGN, POSITION CONNECTOR S PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =C��' �� p10P'•� O U R.FAC. 1.25 FR0M LR Alpine Engineered Products.Inc. RESPONSIBILITY SOLELY FOR THE TRUSS C011PONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS tsr•••......• Maines City,FI, 33844 COMPONENT FUR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER e FL ertificateOfUthonzanon#567 AN,ITTII 1 1995 SECTION 2 Oct R�QEN SPACING SEE ABOVE (60852-PLAN 2279 - A5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.22 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #1 Dense LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.500' :Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.500' ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 27.65 BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 9.29 BC From 90 PLF at 9.29 to 90 PLF at 16.71 BC From 30 PLF at 16.71 to 30 PLF at 26.00 BC From 4 PLF at 26.00 to 4 PLF at 27.65 4X4= 3X5= 4X4= 1.5X4 �� 1.5X4 7 17 6-2-12 3 X 5 ie, 3 X 5 0-11-12 0-11 8 1 2 3X8= 4X4(E3) = 5X7— 4X4(E3) 3X1O(E3) III 40 PSF MAX STORAGE 3X10(E3) III 1i 6-DI IIE 6-0_I 9-0-0 I 8-0-0 I 9-0-0 26-0-0 Over 2 Supports R=1406 U=532 W=3.5" R=1406 U=532 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 - Scale =.25" Ft. **WARNING"* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--40336 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'0NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PR AC TI CES PRIOR TO _yNr�MMy PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.O P S F DATE 10128102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "*IMPORTANT`* FUR NI, A COPY OF THIS UESI GN TO 7HE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t�F �` B C D L 5.0 P S F D R W RCl1SR151 02301094 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �(`�••••••rF BUILD THE TRUSSES IN CONFORMANCE WI IN TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND l B C L L 10.0 P S F H C-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = ♦ j •i SPECIFICATION PUBLISHED BY THE AMER If.AN FOREST AND F'APER ASSOCIATION) AND TPI. ALPINE CONNECTORS AAE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i'37• F¢ T 0 T.L D. 42.0 P$F S E Q N - 11323 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER �('- OR.AWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =CiSi:..........f QpiO '�ti D U R.FAC. 1.25 FR0M LR Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY' FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS � ,ENG` HauTes City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING, IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O c t El►C SPA C I N G S E E ABOVE FL Certificate of AuLtloriZation#567 ANSI/TPI 1-1995 SECTION 2 .w...,w.M (B0852-PLAN 2279 - A6 3- PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITIED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 3 Complete Trusses Required -� BOT CHORD 2x8 SP #1 WEBS 2x4 SP #3 NAILING SCHEDULE: (0.13lx3.0_g_nails) :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' TOP CHORD: 1 ROW @ 12" o.c. :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' BOT CHORD: 1 ROW @ 4" o.c. WEBS : 1 ROW @ 4" o.c. SPECIAL LOADS REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. TC From 54 PLF at -1.65 to 54 ELF at 27.65 (1) 1/2"—bolts MAY BE USED FOR (2) 0.13lx3.0_g_nails ON BC From 4 PLF at -1.65 to 4 PLF at 0.00 THE BOTTOM CHORD ONLY. DO NOT APPLY BOLTS IN 2X4 MEMBERS. BC From 30 PLF at 0.00 to 30 PLF at 26.00 BC From 4 PLF at 26.00 to 4 PLF at 27.65 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BC 6236 LB Conc. Load at 4.85, 19.85 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 120 MPH WIND, 11.80 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND ** THE MAXIMUM CONCENTRATED LOAD IS 6236# ** TCDL=3.5 PSF, WIND BCDL=2.5 PSF. * CLUSTER (2) ROWS OF 0.131"X3" GUN NAILS SPACED 4" OC THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD TO EACH OUTER FACE OF (3) PLY UNIT. MINIMUM (10) MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) NAILS REQUIRED TO EACH OUTER FACE. TRUSS ENGINEER & FABRICATOR ARE NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. 5X7= 5X7= 3X8% 3 X 8 3X5% 7 F— --1 7 3X5% 3X50 7-4-12 3X5�� 0-11 12 0-11 8 1 T 5X5 II 5X8(R) III 10X10 = 3X5= 5X8(R) II 8X8(E1) = V236# 6236# 5X5111 8X8(El) R=7729 U=2925 W=3.5" * R=7109 U=2691 W=3.5" 1-6-0IEE J 11-0-0 I 4-0-0 I 11-0-0 26-0-0 Over 2 Supports 1 PLT TYP. Wave TPI-9 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL/-/3/-/E/-/- Scale =.25" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--40337 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TNI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MAOI SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFOR h1 RIG THESE FUNCTIONS. UNLESS OTHER IND ICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED ` �~� TC DL 7.0 P S F DATE 10128102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. v`L , `"IMPUR iA Ni`" FURNI SN A COPY (IF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5.O P S F D R W FICU SR15I 02301095 PR LYDUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY IAT ION FROM THIS DESIGN; ANY FAILURE TO �•��51 BUILD THE TRUSSES IN CUNFORNANCE W[TH TPI; UR FABRICATING, 1{ANDLINf,, SHIPPING, INSTALLING Off' rl� B C L L 10 0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AI'PL IC.ABLE PR OYISIDNS OF NDS (NATIONAL OESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE F f l �� TOT.L D. 4 2.0 P S F S E A N - 8992 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO !9 EA,:H FACE OF TRUSS, AND UNLESS OT HE SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �C,°Y•;��pR,pP: D U R FAC. 1.25 FROM L R Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS s V /}�� II81t1-s�;if ,i'I, 338=14 AB S'ONL NT FOR 95N8E PARTICULAR BUILDING IS THE RESPONSIBILITY ITY OF THE GUILD ING DESIGNER, PER E G,r I N G D° y �� nct HFmn N coer �� T .._` ate of anon (80852-PLAN 2279 - A7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.17 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.500' RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. TC From 54 PLF at -1.65 to 54 PLF at -0.00 TC From 134 PLF at -0.00 to 134 PLF at 6.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD, BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 6.00 SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REOUIREMENTS. 1.5X4 III 1.5X4 III 3X3 4X40 4-1-11 4-1-11 0-11-12 8-1-2 cw — -7F 4X4(E3) = 1.5X4 III 1.5X4 III 1.5X4 III 3X10(E3) III I� 1-6-0 -z.1 I 6-0-0 Over Continuous Support R=175 PLF U=93 PLF W=6-0-0 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 - Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TOHIB 91 (HANDLING 1NSTALU NG ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R151--40338 INSTITUTE, 5B3 1) 0NOFRIO DR., SUTE 200, MADISON, NI 53719), FOR SAFETY PR AOTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0THERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �~«�d� TC DL 7.0 P S F DATE 10/28/02 STRUCTURAL PANELS. BOTTOM CM ORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� **tHPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED V ...... _•fir BC OL 5.0 P S F D R W �(CHSRISI 02301096 PRODUCTS, INC. SMALL NUT UE RESPUNSIB LE FOR ANY DEVIATION FROM THIS DESIf,N; ANY FAILURE TO • � BUILD THE TRUSSES IN CONF0 RIF ANCE WT TH TPI; OR FABRICATING, HANDLING, SHIPPI Nf,, INSTALLING AND q ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN * j B C L L 1 0.0 P S F HC-ENG M N M/MM A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE i CONNECTORS ARE MADE OF 20GA AST 11 A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO s p j F T 0 T.L D. 42.0 P S F S E A N - 11325 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LUCAT ED ON TI1IS DESIGN, POS CFLUN CONN Ef,TORS PER R�{X OF Q DRAWINGS 160 A .'. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =V�' F�ORIOP'�w� D U R.F A C. 1 .2 5 FROM L R Alpine Engineered Products,IRC. RES NS IB IF ILY SOLELY FOR THE TRUSS CU11P0 NE NT pESIGN SHOWN THE SUI TAH IL ITY AND USE OF THIS % a �� COMPONENT FOR AN1 PARTICULAR BO ILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Cj Haines City,FI 33841 Oct R�Q$EN PACING SEE ABOVE F ;,ateof ahon c�� n„yIISP, !!.!ATIrH ,i - .... .' <:.. (80852-PLAN 2279 - A8) THIS DWG PREPARED FROM COMPUTER INPUT (TOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.34 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.500' RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 1.5X4 III 7 F-- 3X5% --3X5% 4-5-12 4-5-12 0-11-12 _L -2 1.5X4 III 4X4(E3) 3X10(E3) III Iz 1-6-0 J —6-0-0 Over 2 Supports—� R=355 U=192 W=3.5" R=240 U=193 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 - Scale "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151--40339 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TNI (TRUSS PLATE INST]TOT E, 583 D'ONOFRIO DR., SUITE 200, MADISON, HI 53713), FOR SAFETY PRACTICES PRIOR TO wliyy PERFORMING THESE FUNCTIONS. ONLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 1 0/2 8/0 2 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG CEILING. F�/ Gl• /- "IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��F�C /I�' B C D L 5.0 P S F D R W HCUSRI5I 02301097 PRODUCTS, INC. SMALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND =• t ISD B C L L 10.0 P S F H C-ENG M N M/M M A ALPINE 8RACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE 11ADE OF 20GA ASTM A653 GR40 GAL4. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Q T O T.L D. 42.0 P S F S E A N - 11327 TACH FACE LIF TRUSS, ARD UNLESS UTItEftNISE LOCATED ON THIS DEIT GN, POSITION CONNECTORS PER e Alpine Engineered Products.Inc. RE SP ORAWINS IB IL IGS OTY SOA I'LELY YTFOR HE STHE TEAL RUSS SS ICUMP ODRA MING NO CAENT OE SIGHTS tUWNES A �EPTATHE SN CE OUITAB[L[TYOAND USEIOFE7HT5 .�ING /L7 ..........�C\�lj D U R.FAC. 1.2 5 FROM L R ITa11)eS(.Il} FI. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F n •'cateof a zauon :�� AN r r 995 n a H — — -- — ,- — Oct �E ✓ ._., SPACING ?— (80852-PLAN 2279 - T3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS Mf R. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 22.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. ROOF OVERHANG SUPPORTS 2,00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 04= 3X5% 7 3X5 0� 7 5-5-4 3X5% 5X7= 3X5�� 0 11 12 3.5 3.5 � 0-11-12 –Ti 3 X 5 3 X 5 J-- --19-7-0 1.5X4 III 1.5X4 III to 1-6-0 x3J to 1-6-0 7-7-12E 7-7-12 J 15-3-8 Over 2 Supports J R=734 U=442 W=3.5" R=734 U=442 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL/-/3/-/E/-/- Scale =.375'' Ft. "WARNING," TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-40340 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO snpW PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 10128102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED n l� B C D L 5.D P S F D R W HCUSR151 02301098 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ..�yP BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND v •••• •••'r� BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ALPINE HMO f =+ B C L L 1 0.0 P S F HC-ENG M N M/M M A SPECIFICATION PUBLISHED BY THE AMERICAN FURS ST AND PAPER ASSOCIATION) AND TEL ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Y9; Q TOT.L D. 42.0 P S F S E 0 N - 11262 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER %(n DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =C/S :r[ORIQP��'� D U R.FAC. 1.25 FR0M LR Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS18ILITY OF THE BUILDING DESIGNER, PER OctR[�p ENV 2 4 0" F "witeof " -'cation —1 ANst7 ' 1995 SE , u „ PACING (60852-PLAN 2279 - T3A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 22.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 3X5% 3 X 5 7 F 7 5-5-4 30% 5X7= 3X5�� 0-11-12 3.5 3.5 L— 0-1-F 11-12 3X5; 3X5; 19-7-0 1.5X4 III 1.5X4 III 1-6-0 7-7-12 7-7-12 o 15-3-8 Over 2 Supports R=738 U=446 W=3.5" R=638 U=325 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151-40341 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ••NNy PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 10128102 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE .A PROPERLY ATTACHED RIGID CEILING. v�G,.'..•.,�ry� —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j�F(C•• � B C D L 5.0 P S F D R W IICUSf2151 02301099 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO :�� '9) � BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 10.0 P S F HC-ENG M N M MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = A j •� SPECIFICATION PUBLISHED BY THE .AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST14 A653 CR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO =�• T 0 T.L D. 42.0 P S F S E Q N - 11265 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERS•• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R10?..' D U R.FAC. 1.25 FR0M LR Alpine Engineered Products,Inc. RESPONSIBILITY SOLELI FOR THE TRUSS COMPONENT DESIGN " NO THE SUITABILITY AND USE OF THIS ti Haines Cuv,FL. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct R�EN SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1 1995 SECTION 2. ., ,,. (60852-PLAN 2279 - T3 GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 22.45 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #1 Dense LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.779' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.779' SEE DWGS A12030EC0901 & GBLLETIN1001 FOR MORE REQUIREMENTS. SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 154 PLF at 0.00 to 154 PLF at 15.29 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 30 PLF at 0.00 to 30 PLF at 15.29 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER, 4X4- 7 f ^I 7 5-1-4 3X5 3 X 5 + 5X5= + 21-1-4 �— —� 3.5 3.5 L- 0-7-11 + + 0-7-11 � �. �19-7-0 6X6(F4) 6X6(F4) 5-7-12 �E 4-0-0 � (� 7-7-12 +E 7_-7-12 ( 7-7-12 T 7-7-12 15-3-8 Over 4 Supports R=511 U=270 W=3.5" R=896 U=474 W=3.5" R=896 U=474 W=3.5" R=511 U=270 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL/-/3/-/E/-/- Scale =.375" Ft. "WARM N(i'" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 PSF R E F R151-40342 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FUR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INUICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED T C D L 7.D P S F DATE 10128102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A Fft ilPERLY ATTACHED RIGID CEILING. .\�l• �• "IMPORTANT" FURNISH .4 COPY OF THIS [IE SI GN TO THE IN ST.4L LATION CONTRACTOR. ALPINE ENGINEERED V �/ BC DL 5.0 PSF DRW HCUSR151 D23D1�DD PRODOCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO '4l•• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND :�i �•� B C L L 10.0 P S F H C-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPI.I CABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIE ICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CO82 NNECTORS ARE MADE OF 2OGA ASTM A653 G04O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i TOT.L D. 42.0 P S F S E Q N - 11275 EACH FACE Of TRUSS, AMC) UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER =�•� OF DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY' FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS =sib+' �OR1�P�•,\�� D U R.FAC. 1 .25 FROM L R Haines City FI. 33844 f.OMPONFNT FOR SA�NYY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER DCt` R!�®EN PACING SFE AB VF F rt I;,ate of „rhnr;�atlon 5(7 ANSI/ 1 l 149 i111 N. .. ,._. -; (80852-PLAN 2279 - 7'HJ D45) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.500' HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 12-9-12 R=241 U=214 3X5 4.95 F- 5- 5-0 7 5-0-7 3 X 5 0-0-1 01 �8-1-2 1.5X4 III 4X4= R=399 U=180 4X4(E3) 3X10(E3) III L-2-1-7 _IE 9-10-13 J 9-10-1 Over 3 Supports R=447 U=267 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL/-/3/-/E/-/- Scale =.375" Ft. `*WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151--40343 8RACI NG. REFER T%NH (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ON0 RIO UR., SUITE 200, MADISON, WI 53719). FUR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T03P CHORD SHALL HAVE PROPERLY ATTACHED �� TC D L 7.0 P S F DATE 10/28/02 STR UST UR AL PANELS, BOTTOM CHORD SHALL HAVE .A PROPERLY ATTACHED RIGID CEILING. }- J�'� r/ IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �/ BC D L 5.0 P S F D R W HCUSR151 02301101. PRODUCTS, INC. SHALL NUT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS UESIGN; ANY FAILURE TO BUILD THE TRUSSES (N CUNFUR MANCE WITH TPI; OR FA [fp TI NG, HANDLING, SH[PPINf,, IN STALL UIG AND V •� ALPINE BRAOINC, OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN r i t w BC LL 10.0 PSF HC-ENG M N M/M M A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST14 ArS3 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 42.0 P S F S E 0 N - 8986 CH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, PUS CTION CONNECTORS PER i%,r- EA �, •♦�, fA.1Pt/1C EllgttlCCrt.',d IXIOdtIC1S,Inc. RESPONSIB ILIITY SOCEL YT FOR HE SI HE TRUSSEAL ON I COMPONENT DESIGNING T SHOWN ES CE PTATHE CE OSUI TAB IL IiY OANO USEIUI THIS �OR1QPr�\�NEERING � DDR'F/�C. 1.25 FROM LR Hames City,Il, 33&44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CC G FL ertlticate ofAuthorization X67 ANSI/TPI 1 1995 SECTION 2 Oct R� L SPACING SEE ABOVE (BO852-PLAN 2279 - 5'CJ 1L 1R) THIS DWG PRLPARLD FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.05 FT MEAN NGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.623' TCDL=3.5 PSF, WIND BCDL=2.5 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 11 7-13 R=119 U=180 7 F- 3X5 3-10-12 3-10-12 0-11-12 8 R=77 U=180 4X4(E3) 3X10(E3) III IF 1-6-0 _IE 5-0-12 _I �5-0-0 Over 3 Supports R=316 U=181 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL/-/3/-/E/-/- Scale =.375" Ft. -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--40344 0 RACING. REFER TU HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 1) OFRID DR., SUITE 200, MADISON, N] 53719), FOR SAFETY PRACTICES PR OR TO _.�w��Mr T C D L 7.0 P S F DATE 10128102 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPS REY ATTACHED 00-G Y,TRUCTUR4L PANELS, BLIT T(IFI CHORD SHALL HAVE A Pft LTPERLY ATT AC HEU RIGiO CEILING. �F�,`••• "'[MP)RTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FFF nnS'F' •/ IJ C D L 5.O P S F D R W HCUSRI51 0230I102 PRODUCTS, INC. SHALL NUT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO :._(f_p •••�j BUILD THE TRUSSES IN CONFOR11ANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND =♦ t B C L L 1 P S F H C-ENG M N M/M M A ALPINE 8R AC INC OF TRUSSFS. THIS DESIGN CO NF ARMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN •_+ SPECIFICATION PUBLISHED BY THE AMERICAN FUR E'ST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20f,A ASTM A653 GR 40 GAttl. STEEL, EXCEPT AS NU TED. APPLY CDNNECTUBS TO T 0 T.L D. 42.0 P S F S E Q N - 8988 OF EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER �(n L• DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING rs;F(OR`QQ;•��I~ D U R.FAC. 1.2 5 F R O M L R Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Gn, Haines City,FI. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct• �crx[ENG FL CeCIlfi08tC OC nlllOilZatlOn 5fi] ANPI 1 199IUN 2 ,. .: .:.; _ -. ::. • SPACING 2: ' ...:... ,.: -. (BO852-PLAN 2279 - 3'CJ 1L 1R) THIS DWG PRL PARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.47 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.500' TCDL=3.5 PSF, WIND BCDL=2,5 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. 3 X 5 7 F— +10-5-13 R=58 U=180 2-8-12 2-8-12 0-11-12 +8-1-2 R=44 U=180 4X4(E3) 3X10(E3) III I-6-o 3.1E 3-0-12� 3-0-0 Over 3 Supports r� - R=241 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL/-/3/-/E/-/- Scale =.375" Ft. —WARNIN(;— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND HR ACI NG. REFER TO HIB-31 (fIRNDLING INSTALL IN6 AND BRAC.(NG), PUBL ISNED NY TV (TRUSS PLATE TC LL 20.0 P S F R E F R151-40345 INSTITUTE, 583 O'ONOFR10 tlR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �.ww�rr. T C D L 7.0 P S F DATE 1 0/2 8/0 2 PERFURMIttG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED ,.1 t 5TRUCTURAL PANELS, BOTTOM CM URD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ,/r Jpl• �� "IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED ! B C D L 5.0 P S F D R W 1IQISR15I 02301101 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO •��((•�W��F+C••'•�j BUILD THE TRUSSES IN CONFORMANCE WITH IPI; OR FABRICATING, IiANOL IMG, 6HlPPfNG, INSTALL 2N1AND :•C! (�� ALPINE BRACING OF TRUSSES THIS UES[GN CUNfURMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN i = BC LL 10 0 P S F FIC -ENG M N M/MMA SPECIE(CATION F'UBL ISHEO 8Y THE AMERICAN FOREST ANO PAP Eft ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA AST14 A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO p TOT.LD. 42.0 PSF SEON - 8984 OF EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION COFFONNECTORS PER Alpine Engineered Products,Inc. HESPOtNGIBILUITY SOLELY FORSEA THE TRUSSON (COMPONENT DESIGNING TSHOWNCEPTATHE NUCE ITABILITYOAND USE NAL TOFFTHIIS C�tr �t.•....�� D U R.FAC. 1 .25 FROM LR Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING 0 SIf,N ER, PER Oct F CerIIt7C 1IC Of illllOClZ3Il0[1 567 ANSI/TPI 1-1995 ION 2 _+ SPACING 2 (80852-PLAN 2279 - 1'CJ 1L 1R) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.88 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.334' BCDL=2.5 PSF. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. PROVIDE (2) 16d TOE-NAILS AT TOP CHORD. PROVIDE (2) 16d TOE-NAILS AT BOTTOM CHORD. 7 F— 3X3 �9-3-13 1 6-12 1-6-12 0-11-12 8-1-2 4X4(E3) 3X10(E3) III Lr_1-6-0___J_1-0-12::,j 1-0-0 Over 3 Supports RR=205 UU=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL/-/3/-/E/-/- Scale =.5" Ft. "NARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TIC L L 2 0.0 P S F R E F R151--40346 BRACING. REFER TO FIR 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, HADIS0 N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,`�1 ,�lyy�_1. T C D L 7.0 P S F DATE 10/28/02 STRUCTURAL PAN lS, BOTTOM C.H ORD SHALL LAY A PROPERLY ATTACHED RIGID CEILING. VV•C••••.; "'IMPORTANT'" FURNISH A COP'( OF THIS DESIGN TO THE INJTALLATIUN CONTRACTOR. ALPINE ENGINEEREDZIFI� B C D L 5.0 P S F D R W HCUSRI5l O23O11O4 PRODUCTS, INC. SHALL NOT RE RESPONSIBLE FOR ANY DEVIATION FR ON THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR fABR ICATING, HANDLING, SHIPPING, INSTALLING AND l ALPINE BftAf,ING OF TRUSSES. THIS DESIGN CUNFORIIS HI IH APPLICABLE PROYISIUNS Of NOS (NATIONAL DESIGN • t =+ 2 B C L L 1 0.0 P S F H C-ENG M N M/M M A SPEC IF KATION FUBLISNEU 8Y THE AhIERICAN FOREST PNU PAFER ASSOCIATION) AND TPI. AI PINE (! CONNECTORS ARE 17ADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO =�: TOT.L D. 42.0 P S F S E Q N 8990 EACH FACE OF TRUSS, AND UNLESS UTHERW[SE LOCATED ON THIS DESIGN, POSITION CONNECT URS PER �� / DRAW NIS 160 A Z. THE SE.4L ON THIS DRAWING INDICATES ACCEPTANCE Of PR OFES510NAL ENGINEERING D U R.FAC. 1.25 F R 0 M L R Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FUR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �� Maines CI(Y,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 0 c t R�EN SPACING 2 4.0 FE,Certificate of Authorization N 567 ANSI IT PI 1 1995 .SECTION 2. ,., ..,,... ASCE 7-98: 120 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 "L" BRACE • (1) 2X4 "L" BRACE ' (2) 2X4 "L" BRACE •• (l) 2X6 'I BRACE • (2) 2X6 "L" BRACE •• GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROiJP A GROUP B GROUP A GROUP B SPFc #1 / 2 3' 7" 6' 3" 6' 5" 7' 4" 7' 7" 8' 9" 9' 0" 11' 7" 11' 11" 13' 9" 14' o" BRACING GROUP SPECIES AND GRADES: #3 3' 6" 5' 5" 5' S" 7' 2" 7' 2" 8' 9" 8' 9" 11' 1" 11' 1" 13' 9" 13' 9" GROUP A: HF STUD 3' 6" 5' 4" 5' 4" 7' 1" 7' 1" 8' 9" 8' 9" 11' i" 11' 1" 13' 9" 13' 9" w 0 1 1 STANDARD 3' 6" 4' 7" 4' 7" 6' I" 6' 1" 8' 2" 6' 2" 9' 6" 9' 6" 12' 11" 12' 11" SPRUCE-PINE-FIR __HEM-FIR 1 2 STANDARD 2 STUD #1 3' 11" 6' 3" 6' 8" 7' 4" 7' ll" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' D" 3 sTUD 3 STANDARD S P #2 3 10" 6' 3" 6' 8" 7' 4" 7' lill e' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" �] 7t #3 3' 8" 5' 6" 5' 6" 7' 4" 7' 4" e' 9" 9' 3" 11" 5" 11' 5" 13' 9" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE di C\2 DFL STUD 3' B" 5' 6" 5' 6" 7' 3" 7' 3" 8' W 9' 3" 1-1' 3" 1-1' 3" 13' 9" 14' 0" 3 3 STUD STUD STANDARD 3' 7" 4' 9" 4' 9" 6' 3" 6' 3" 8' S" 8' 5" 9' 9" 9' 9" 13' 2" 13' 2" STANDARD STANDARD H—I , 1 2 4' 1" 7' 1" 7' 4" 8' 5" 8' 8" 10' 1" 10' 4" 13' 3" 13' 7" 14' O" 14' 0" Sp P F #3 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" lo' 1" 13' 3" 13' 3" 14' 0" 14' 0" TTP STUD 4' 0" 6' 7" 6' 7" 8' S" 8' 5" 10` 1"' i0' 1" 13' 3" 13' 3" 14' 0" 14' 0" GROUP B: W O 1 1 STANDARD 4' 0" 5' W 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 8" 11' B" 14' 0" 14' 0" 1 4' 6" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 1_3' 3" 14' 0" 1 14' 0" 14' 0" HEM-FIR s P 2 4' 5" 7' 1" 7' 8" 8' 5" 9' 1" JO' 1" 10' 10" 13' 3" 14' 0" 1 14' 0" 14' 0" 1 1 & BTR w C9 #3 4' 3" 6' 9" 6' 9" 8' 5" 8' 11 10' 1" 10' 7" 13' 3" 13' 11" 14' 0" 14' 0" c-i DFL STUD 4' 3" 6' 9" 6' 9" 8' 5" 8' lo" 10' 1" 10' 7" L13' 3" 13' 9" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 1" 5' 10" 5' 10" 7' 8" 7' W 10' 1" 10' 3" 11' 11" 11' 11" 14' 0" 14' 0" 1 2 4' 7" 7' 10" 8' 1" 9' 3" 9' 6" 11' 1" 11' 5" 14' 0" 14' 0" 14' 0" 14' 0" 2 2 S P F #3 4' 5" 7' 8" 7' 8" 9' 3" 9 3" 11' 1" 11' 1" 14' 14' 14' 0" 14' 0" HF STUD 4' 5" 7' 7" 7' 7" 9' 3" 9' 3" 11' 1" 11' 1" ' 0" ' 0"14 14' 0" ]4 14' 0" O 11 STANDARD 4' O' 6' 7" 6' 7" 9 e" e' e" 11' 1" il' i" 13' O" 14- 5" 14' o" 14' 0" GABLE TRUSS DETAIL NOTES: x' #1 5' 0" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" d S P L�#!2 4' 10" 7" 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240, 3 4' 8" 7' 10" 7' 10" 91 3" 9` 9" 11' 1" 11' 8" 14' 0° 14' 0" 14' O" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 105 PLY OVER L STUD 4' 8" 7' 9" 7' 9" 9' 3" 9' 9" ll' 1" 11' 8" 14' 0" 14' 0" 14' O" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 7" 6' 8" 6' 8" 8' 10" 8' 10" 11' 1" 11' 5" 13' 9" 13' 9" 14' 0' 14' 0" SYMMI GABLE END SUPPORTS LOAD FROM 4' O" ABOUTOUTLOOKERS WITH 2' 0" OVERHANG, OR 12" + PLYWOOD OVERHANG. GABLE TRUSS LS 2X4 42N OR BETTER *TTFOR (1)ACH HL"BRACE: PACEL" BRACE WITH INAILS]AT Z" O.C. DIAGONAL BRACE OPTION: T + IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. VERTICAL LENGTH MAY BE I8" * **FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. DOUBLED WHEN DIAGONAL L f + IN 18" END ZONES AND 6" O.C. BE'T'WEEN ZONES. BRACE IS USED. CONNECT "L" DIAGONAL BRACE FOR 740;# BRACE "L" BRACING MUSE BE A MINIMUM OF 807. OF WEB AT EACH END. MAX WEB *# MEMBER LENGTH. TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES 2X4 SP OR DF-L STUD VERTICAL LENGTH NO SPLICE OR //3, SPF )11/#2, H-F #2 18" * VERTICAL LENGTH SHOWNOR BETTER DIAGONAL + + LESS THAN 4' 0" 1X4 ORi 1A 2X3 IN TABLE ABOVE. BRACE; SINGLE OR L 1 + GREATER THAN 4' 0"I'l . BUT 2X4 DOUBLE CUT (AS SHOWN) LESS THAN I1' 6" AT UPPER END. GREATER THAN 1t' 6" 2.5X4 ONTINUOIIS BEARIN + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. - x*WARNING*• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF ASCE7-98-GAB12015 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI, 53719) FOR •+w SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, -+ G ueA HOAVE A PROPERLY ATTACHEDP CHORD SHALL HAVE ROPERLYGID CEILING,ACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL X" �4�• ^` �� DATE 09/10/01 ■*IMPORTANT-x FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE DRWG A12015ECO901 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS (t�'�•••, ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; DR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 2 + F NIX 44" _ —ENG APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR90 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF t� STAN AX. TOT. LD. 60 PSF' ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER =CjS;;F(0R1QP,:� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE '� ED ENG\ SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Oct 28+4q MAX. SPACING 24.0 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. wu..a�•• ..t -, 2X6 "T" GABLE DETAIL REINFORCING GABLE VERTICAL PLATE SIZES MEMBER 2X4 "f" SYM. VERTICAL LENGTH PLATE IF PLATES REINFORCING ABOUT + FOR LET-IN VERTICALS BETWEEN CHORDS SIZE OVERLAP* MEMBER LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN 11' 6" GREATER THAN 11' 6" 2.5X4 2.5X8 / +Q REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + + IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "7'" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE GABLE + APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR r2X VERTICAL 2X44 SBCCI WIND LOAD. LENGTH TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 7 10 7 + 15 FT 2x6 40 % 50 % 110 MPH 2x4 TO % 10 % 30 FT 2x6 50 % 50 % 100 MPH 2x4 10 7. 10 7. 15 FI' 2x6 30 % 50 7 100 MPH 2x4 10 7 10 7 30 FT 2x6 40 7, 40 % 90 MPH 2x4 20 7 10 7. PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 15 FT 2x6 20 % 40 % ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4 10 7. 10 7 RIGID SHEATHING HAND DRIVEN NAILS: 30 FT 2x6 30 7, 50 7, 4 TOENAILS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 7 20 7 AND BOTTOM CHORD. 15 FT 2x6 10 7 30 % .T„ GUN DRIVEN NAILS - 0.131" X 3": 80 MPH 2x4 20 7, 10 7, REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 7, 40 % MEMBER 70 MPH 2x4 0 7, 20 % THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. 15 FT 2x6 0 7. 20 7 ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 7. 20 % GABLE TOENAILS A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 30 FT 2x6 10 % 30 % TRUSS SPACED AT 4" O.C. A11030EN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A06515ECO901 MEAN ROOF HEIGHT = 30 FT A13030ECO901, A12030ECO901, A11030ECO901, A10030ECO901, A08530ECO901 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015EN0699, 310015EN0699, S09015EN0699, S06015EN0699, 307015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030EN0699, S10030EN0699, S09030EN0699, S08030EN0699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 4 TOENAILS SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 ■ WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF LET-IN VERT INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED "�Mr BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI, 53719) FOR ,�� SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, AO ��, M/� DATE 10/24/01 TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL /_`4,.••'•••.,rl •.I PORTANHAVE A OT-- FUR ISHPERLY CALCCOPYGOFID CTHISND SIGN TO THE INSTALLATION CONTRACTOR. ALPINE ��;: ,��IFIC'4` DRWG GBLLETIN1001 ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION I7 ROM THIS t ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, ♦ j W471 -ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH f APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE L • STATE OF t AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AX TOT. LD. 60 P SF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C/S;AtoR1161,-, POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL '= RED ENO\ OUR. FAC. ANY ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE '� SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Oct 282, ,,.+ MAX SPACING 24.0 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1 j ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 "L" BRACE • (1) 2X4 "L" BRACE ' (2) 2X4 "L" BRACE •• (1) 2X6 "L" BRACE ' (2) 2X6 "L" BRACE •• GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 / #2 3' 5" 5' 11 6' 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" BRACING GROUP SPECIES AND GRADES: SPF #3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" GROUP A: HF STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' i" SPRUCE-PINE-FIR NEM-Fra W0 STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' 8" 11' 8" 1 2 STANDARD [:424-- 2 STUD ^ �� #1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11 10' il" 11' 10 13' 1" 14' D" 3 STUD 3 STANDARD #2 3' 8" 5' 11" 1 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" T #3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" DOUGLAS FIR-LARCH SOUTHERN PINE DFL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 30' 2" 13' 1" 13' 9" 3 1. ��] 3 STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" STANDARD sra DARD �+ C 1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11 14' 0" 14' 0" E- U SPF F #3 1 3' 10" 6' 0" 6' 0" 7' 11" 7' 11 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" HF STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" GROUP B: [x� Q STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" HEN-FIR SP ' & BTR 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" IO' 3" 12' 6" 13' 6" 14' 0" 14' 0"" 1 W #3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" a' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 z 1 2 4' 4" 1 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" IL E S P F #3 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" 171'HF STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10 6" 13' 10 13' 10" 14' 0" 14' 0" O STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: #1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" di S P #2 4' 7" 7' 8' 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0 PRovIDs UPLIFT cLIVE LD oNNE 1 oTNSIFOR 130 PLF OVER �jIS L/240. 3 4 1 1' S" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" DFL STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14• 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 4" 6' 1 6' 1" 8' 0•' 8' 0" 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMMI OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUT, PLYWOOD OVERHANG. GABLE TRUSS + ATTACH EACH "L" BRACE WITH IOd NAILS. 2X4 #2N OR BETTER * FOR (1) "C' BRACE: SPACE NAILS AT 2" O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION: T + **FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. VERTICAL LENGTH MAY BE f * IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. DOUBLED WHEN DIAGONAL + BRACE IS USED. CONNECT ••L•' L "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 87071 BRACE MEMBER LENGTH. AT EACH END. MAX WEB ** TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES 2X4 SP OR DF-L 7J2, VERTICAL LENGTH NO SPLICE OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR 18" # + + LESS THAN 4' 0" 1X4 OR 2X3 IN TABLE ABOVE. DOUBLE CUT L 1 + GREATER THAN 4" 0 BUT 2X4 } (AS SHOWN) AT LESS THAN 11' 6" UPPER END. GREATER THAN 11' 6" 2.5X4 ONTINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR ' PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX CABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. --WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF ASCE7-98-fAB12030 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED w BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WL 53719) FOR SAFETY PRACTICES PRIOR To PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ,` , f. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL V........ // DATE 09/10/01 HAVE A PROPERLY ATTACHED RIGID CEILING. ��FIC�'•y ■ IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE '4J• DRWG A12030ECO901 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS v ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, _♦ j Bp_47182 # —ENG HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN C13NVORMS WITH F APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE spi AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA =(n; �A1E '(V AX. TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INC. TRUSSIN AAND, UN653 LESS OTHERWISEELOCATEDXCEPT SONOTHS E IGH, PAPPLY OO ITIONRCgNNECTORSS TO EACH FPER ACE OF =�'is+�%'��ORI�Q''�� POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL }"' ``R ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE �. X• RESYONISIIBILITYDOFUSE THEEFBUILDINGMDEOIGNER,FOR PERANY ANSIRTPIl1-1995USECTION12THE Oct 28�► MAX. SPACING 24.0 r OWNER: Jones Lot 2 Hidden Paradise - SPECIFICATIONS DATE: 11/26/02 BUILDER: BESTCON, INC CONSTRUCTION 700 ADDRESS: Lot 2 Hidden Paradise (1487 Laurel Way Atlantic Beach, FI. 32233) All Items may not apply. (Mark those either"In Allowance," "Owner Choice," Not Applicable–"N/A"or None. 1. FOUNDATION: Not Applicable- Monolithic Slab FOOTING-Concrete Mix or PSI: NA Slump: NA Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: N/A If Concrete Block-Size: N/A Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: N/A Number: N/A Spacing: N/A N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A TDepth- N/A Spacing: N/A N/A Reinforcing: N/A TNumber: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A TSpacing. N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A --7—Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A I R-Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 4000-B St Johns Avenue-Jacksonville-FL-32205 11/27/2002 CRC-022365 1 OWNER: Jones Lot 2 Hidden Paradise 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A Finish &Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish &Curing Compound/Sealer: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: Varies Finish &Curing Compound/Sealer: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 3'wide Finish &Curing Compound/Sealer: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 8x 10' Finish &Curing Compound/Sealer: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 16'wide Finish &Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: 2 - #5 at perimeter FOUNDATION BOLTS-Spacing: 1/2"x 10"32"O.C. Location: At perimeter EXPANSION JOINTS-Type: None Location: N/A CONTROL JOINTS-Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists; floor joists; sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and soffit; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors(excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck staidacks,treads and risers. SESTCON,INC. 4000-B St Johns Avenue-Jacksonville-FL-32205 1 CRC-022365 1/27/2002 2 OWNER: Jones Lot 2 Hidden Paradise Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16"O.S.B Size: 4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Cedar Impressions(front) &Mainstreet(Sides Size: Varies &Rear) Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails-Framing Members: Common or Galvanized (weather related) Siding: Galvanized ,F Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade&Species Size Spacing Greatest Span Each Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top&Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers, Windows &Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 4000-B St Johns Avenue•Jacksonville•FL•32205 11/27/2002 CRC-022365 3 OWNER: Jones Lot 2 Hidden Paradise E:�:_—: I I I 1 11 Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2"vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material: #26 galvanized steel Windows: Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl [Gable Vents: None 4.WINDOWS: Manufacturer/Style: KINCO MARK 50 Material: Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A S. ROOFING: Shingles Material: TAMKO Fiberglass Grade: 20 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized Felt: 15# Tsize/Weight: 36"x 15# Nails: 1-1/4"galvanized Roof Edging: 6"pre-painted galvanized steel Step Shingle Flashing: 5"x 5"galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26# x 18"galvanized Roof Fans/Vents: 6'steel off-ridge L.— - __j BESTCON,INC. 4000-B St Johns Avenue•Jacksonville•FL•32205 11/27/2002 CRC-022365 4 OWNER: Jones Lot 2 Hidden Paradise 6. STAIRS: LOCATION TACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 218" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage ROLL-LITE Model 110 16'x7' 2-1/2" ROLL-LITE Other BESTCON,INC. 4000-B St Johns Avenue•Jacksonville•FL•32205 11/27/2002 CRC-022365 5 OWNER: Jones Lot 2 Hidden Paradise 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek 1650 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1700 Rim Joist N/A Floor N/A Other 9. INTERIOR MILLWORK: Item Manufacturer&/or Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger-jointed white pine WMP-256 2-1/4- Base Generic Masonite WMP-623 3-1/4- Shelving Ventilated steel Standard 12" Window Stool Generic Finger-jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic -Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 4000-B St Johns Avenue•Jacksonville•FL•32205 11/27/2002 CRC-022365 6 OWNER: Jones Lot 2 Hidden Paradise 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL PLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock 1/2" Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock/Popcorn 1/2 "Ceiling Nailed 3 Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 4000-B St Johns Avenue•Jacksonville•FL•32205 11/27/2002 CRC-022365 7 OWNER: ]ones Lot 2 Hidden Paradise 11. CABINETS VANITIES COUNTERTOPS BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE &/OR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath #1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath #2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Brick Tie Spacing: N/A Lintels: N/A FIREPLACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A TJ oint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile &Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath: w/felt Other: Stucco at foundation only BESTCON,INC. 4000-B St Johns Avenue•Jacksonville•FL•32205 11/27/2002 CRC-022365 8 OWNER: ]ones Lot 2 Hidden Paradise 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: JANITROL C/U CPKE30-1A A/H A30-05 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make,Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supplys Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, &Number: CODY One-way throw -11 Grilles Brand Name, Style, & Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, & Model: N/A Electronic Air Cleaner Brand Name, &Model: N/A Baseboard Heat Brand Name, Model & Numbers: N/A Stove Vent: N/A Dryer Vent: 4"metal Bath Vents: 3"diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,INC. 4000-B St Johns Avenue•Jacksonville•FL•32205 11/27/2002 CRC-022365 9 OWNER: Jones Lot 2 Hidden Paradise 14. PLUMBING: Waste Disposal-Public: City of Jacksonville Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Jacksonville Beach Private: N/A Pressure Reducing Valve-Make & Model: N/A Gas Supply-Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3/4" House to Water Heater CPVC SCD40 Glue 3/4" House to Bathrooms CPVC SCD40 Glue 3/4"TO 1/2" House to Kitchen Sink CPVC SCD40 Glue 3/4"TO '/2" House to Refrigerator CPVC SCD40 Glue 3/4"TO 1/2" House to Dishwasher CPVC SCD40 Glue 3/4"TO 1/2" House to Ice Maker N/A Other: BESTCON,INC. 4000-B St Johns Avenue•Jacksonville•FL•32205 11/27/2002 CRC-022365 10 OWNER: Jones Lot 2 Hidden Paradise Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath #1 Bath #2 Water Closet STERLING Elongated STERLING Elongated Toilet Seat Church Church Shower LASCO 3442 -rub STERLING 2660 Acrylic Feature Tub Faucet & Control Lever DELTA D- DELTA D- 2710LHP/H62/A62WH 1448LHP/H71/A7 2WH Shower Faucet & Control DELTA D- 1324LHP/H71/A72WH Lavatory Faucet & Control DELTA D- DELTA D- 2521LHP/H22/A22WH 2521LHP/H22/A2 2WH Lavatory BRIGGS 3002 BRIGGS 3002 Feature Tub OCOv-60 Location, Type & Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type & Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house [Location, Soft Water: N/A Other: BESTCON,INC. 4000-B St Johns Avenue-Jacksonville-FL-32205 11/27/2002 CRC-022365 11 OWNER: Jones Lot 2 Hidden Paradise Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink STERLING 3322 STAINLESS STEEL 33"x 22" Kit. Sink Faucet/Control DELTA 400 WHWF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer & Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 4000-B St Johns Avenue•Jacksonville•FL•32205 11/27/2002 CRC-022365 12 OWNER: Jones Lot 2 Hidden Paradise 220 High Voltage Wiring Detail: Item Wire Breaker Size Individual Quantity Size Circuit Stove # 8 copper 50 amp Yes Oven # 8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump # 8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA T.V. RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 4000-B St Johns Avenue•Jacksonville•FL•32205 11/27/2002 CRC-022365 13 OWNER: Jones Lot 2 Hidden Paradise 110 Voltage Wiring Detail: Location Breaker Wire Number & Number of Receptacles Size Size Type Lights of Switches Kitchen/Nook 20 amp #12 CU 4 4 15 Dining/Family 15 amp #14 CU 6 3 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp #14 CU 2 2 1 Bath #1 Bath #2 Master Bedroom 15 amp #14 CU 3 2 5 Bedroom #1 15 amp #14 CU 1 1 5 Bedroom #2 15 amp #14 CU 1 1 4 Bedroom #3 Closet #1 15 amp #14 CU 0 1 0 Closet #2 Closet #3 Closet #4 Clothes Washer 15 amp #14 CU 0 1 2 Garage 15 amp #14 CU 1 2 2 BESTCON,INC. 4000-B St Johns Avenue•Jacksonville•FL•32205 11/27/2002 CRC-022365 14 OWNER: Jones Lot 2 Hidden Paradise 110 Voltage Wiring Detail (continued): Location Breaker Wire Number &Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 CI 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Prewire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 4 3 Weatherproof 15 amp #14/2 CU 2 Recepts. Smoke Detectors 15 amp #14/2 CU 5 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name & Model Number Wire Size Quantity Dining Room Progress 4032-30 1 Breakfast Nook Progress 4609-30 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-11 1 Master Bedroom Closet Progress 3408-30 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 BESTCON,INC. 4000-B St Johns Avenue•Jacksonville•FL•32205 11/27/2002 CRC-022365 15 OWNER: Jones Lot 2 Hidden Paradise Garage (front wall bracket) Progress 5846-11 1 Front Porch (O/H) Progress 5805-11 1 Kitchen Sink (0/H) Recess with open trim 2 16. PAINTING: PAINT, EXTERIOR: COLORWHEEL CW#300 Number of Coats: 2: N/A Siding: Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: COLORWHEEL CW#350 2 - coats Swiss Coffee L-4 Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other: BESTCON,INC. 4000-B St Johns Avenue•Jacksonville•FL•32205 11/27/2002 CRC-022365 16 OWNER: Jones Lot 2 Hidden Paradise 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0"AFF Guest Bath Bath #1 VINYL Owner's Choice To 7'-0"AFF Bath #2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thinset over underlayment Walls: Thinset over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: Not Included Elsewhere Garage Door Opener Brand Name & Model: Pre-wire ONLY Attic Fan Brand Name & Model: N/A Skylight Brand Name & Model: N/A Roof Ventilator Brand Name & Model: N/A Smoke Detectors Brand Name & Model: Firex 4418 w/battery backup Intercom Brand Name & Model: N/A Style & Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 3 Burglar Alarm Brand Name & Model: PRE-WIRE ONLY Other: BESTCON,INC. 4000-B St Johns Avenue•Jacksonville•FL•32205 11/27/2002 CRC-022365 17 OWNER: Jones Lot 2 Hidden Paradise 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: 3,000 sf of Floritam St. Augustine Number and species of plants: 30 - 3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22. ALLOWANCES: ITEM Manufacturer and INSTALLATION Model/Style DATE (Tentative) Wallpaper, Materials, & Labor N/A N/A Floor Coverings - Carpet Portico - Monte Carlo, N/A Fascination or Illumination Floor Coverings - Vinyl Armstrong - Prevail N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hoodvent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Lee-Rowan &Omni N/A Cabinets Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing & Labor N/A N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 4000-B St Johns Avenue•Jacksonville•FL•32205 11/27/2002 CRC-022365 18 E It copiv 6 M JOBS11-E COPY v DZ x U f Py DATE: OCT 15,2002 ` f City of Atlantic Beach i.� Planning and Zoning Department ; This approval verifies compliance with applicable zoning, subdivision and other local land W development regulations, but does not constitute approval tar the issuance of permits. Compliance > r with Florida Building Code and all other applicable local, State and Federa! oermitting requirements l ;; must be verified b} �gnature of the City of Atlantic Z � 4 Beach Builr?,ng O a{ prior to t ssuance of a < V" Building F�rmit. J ! Approveo ay: F• Commu D �opment Director Date:__. � C1F] F71 I 1606.1.4 OF 2001 FBG SHET APPROVED C'TY OF HUILDiNGNBEACH OFFICE t DECE 0 5 2002 2 Y y ,