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Permit 1484 Linkside Dr (vault folder) ADDRESS_ BUILDING PERMIT NUMBER_6 5✓6 INSPECTIONS: UNDER SLAB PLUMBING__ FOOTING__________ SLAB_____ FRAMING �� ' _____-____ COVER-UP INSULATION_____�5_ / __ 5�s_________-__-_-____'_____.___ FINAL BUILDING _____.________________ CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT INSPECTIONS ROUGH_____ FINAL__ MECHANICAL PERMIT ____ b PLUMBING PERMIT NOTES: CITY OF ATLANTIC BEACH !J 1 800 SEMINOLE ROAD i ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031434 Date 10/14/05 Property Address . . . . . . 1484 LINKSIDE DR Tenant nbr, name . . . . . . IRRIGATION Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ LESUER SIMS HICKORY CREEK 1484 LINKSIDE DRIVE 12615 IVYLENA ROAD - ATLANTIC BEACH FL 32233 JACKSONVILLE FL 322.04 (904) 221-0605 ----------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------- Special Notes and Comments OWNER MUST HIRE A PLUMBER TO INSTALL A BACKFLOW PREVENTOR & MAKE THE CONNECTION FROM THE PRIVATE PROPERTY! PLEASE CALL MALCOLM CLEMONS FOR INSPECTION AT 904 . 247 . 5839 . Fee summary Charged Paid Credited Due ------------------ ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BOFFICIAL `- CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION - Date: Job Address: Z/&X d Owner of Property: S E- Telephone: - 9� Plumbing Contractor: r 2E Ej� la esF, e.u Contractor's Address: Ze24 JC� Telephone: -6(,, 5 Fax: .-3W- 1.�®:Z State License Number: How many of the following fixtures (re-piped or newt: Sinks Showers 'Water Lavatory Water Heaters Hose Bib Bathtubs Dishwashers Sewer Urinals Disposals Other Closets Washing Machine Shower Pans Floor Drains - Re-Pipe(List fixtures being re-piped) _rY r8CC4 Total Fixtures: x $7.00 + $35. (Minimum Permit Fee:$35.00) JI/ If Signature of Contractor- Installation ontractorInstallation of plumbing and fixtures m be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to.schedule inspections: (904)247-5826 City of Atlantic back W CLETO EA RECEIPT e** Oper: BORDERS Type: OC Drawr: 1 Date: 18/14185 N Receipt no: 3474 Description Quantity Amount 31434 BP BUILDINS PERNITI. 8 f58.M Tender detail OEMTotal teadered 21513 1'58.88 Total payment SWO Trans date: 18/14/85 Time: 15:82:58 -.TRUSS SPECIFICATIONS FOR � r Centex 3708 A The numbers listed below are a list of truss specifications for the project named above. These specifications are attached herewith and have been prepared under the responsible charge of lite Professional Engineer whose seal Is affixed on this index sheet in accordance with Florida Statute Chapter 471 and Rules of Ilia Florida Department of Professional Regulation Chapter 211-1-23. 15416 1 of 19 Rev. 1 3/22/1W 15416 11 of 19 Rev. 1 3/22/1993 _ 15416 2 of 19 Rev. 1 197- 6 12 of 19 Rev. 1 3/22/1993 15416 3 of 19 Rev. 1 3/ZOW 154166 13 of 19 Rev. 1 22 1993 4 of 19 Rev. 1 3/22/1 15416 14 of 19 Rev. 1 3/22/1993 15416 5 of 19 Rev. 1 15416 1 of 19 Rev. 1 M1993 11 16 6 of 19 Rev. 1 15416 16 of 19 Rev. 1 3/22/1993 _ 15416 7 of 19 Rev. 1 3/22/1993 15416 17 of 19 Rev. 1 3/22/1993 15416 8 of 19 Rev. 1 3/22/1993 15416 18 of 19 Rev. 1 2W,1993 15416 9 of 19 Rev. 1 _3T2Z11993 15416 19 of 19 Rev. 13/22/1993 151+16 0 of 19 Rev. 1 ._.--3/22/1993 R.rnrrr� z" 0 kgttgttltttltttt��,i ' P NMri.n►-' y.� " l+tf'tri fU'!"fwUaR {tom' tf ltQ i�1lp d0 wS Et;tNi.` n+��I of�" OW / i AP&A I s war It t t'40 tl+ftoajlP`s t"$a`''+' ,w?.r` D!G. f+!n %I(A6 !Sy N1D 14 ytrJ+ 5!W'!'b-st fup bgc to OF t �-i t-" t G b+a",.Vv `w i �ut* N' �Ott'b/t o c t'tt ,!#M 'fists �,CFt a�)0)ttt i dp it tOP 1 p! �L' J"tEw u\IsU�4 wct'i:F', 5A. sprtt0 EPEC EO 6f 5 PE`'P Yp0fl5 tSl9ittt ! 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USE 3i4 Nt11 uK ABOity►t�.� .its. $Lt at Ixt*agtip.J�'t P Bi41fp 0.1k S pt5t pt4 PEST li is A4�1' Bptt RµBRAC1 O.t ria St�y A, AA CP at►�G>• p t iF> 1t lA f nve is P 't.0 ON to 14�. Std�t4 SASESjf�s04 a t1i9'W'A1 SSY4+ q 1ef tfNGtli ul,Pto �� E b 4BE 3 f 384 � 4 t4 22 E 3330 3 .,i ".t-"� Y tY3i A- -6 . A'e t4 315+1 9uE8 E7 7 X3.41 9p y0'�0 4 0 i�qf t9j# ttbl to{E 20 tow" p1� 3x4 +� tin o 1(761 495 to 9x8 6 ?x3 3xh 3x4 Ago) NCS tssccl Ago)�""610 6,jrQE= V��a�1W ° ct 5twortJo i 6E�a' t 'fi •-ti.z ?^02 s-4.0 10 SphCot E�EF N16µ(.'�5e) are OE1��y%.Q! # PWS j E S+ �� .-6'�4 ♦Z ME0'N µ1 't 1Oµ E 6ASl t 4,6-i4 sZ tgu85JOIA P�QS` 6�CA11R �. • 31tl i'6 p A'6-2 E3 UPSItl tsj0 �1 AgOV 3�.0-0 sEF, µO ,0,6,0 it 10 ced Bt 0 fi,a!09Bx.A55•i`t f5271 EJ�4p' t tpC SOSOAtE, 25 t0 1493 °fA CtSc ,00 °c r f y3t� �9361, i� i� jPu55 ilk def 1e Ct10, 0 6A2� A6 2'i tR�55' 1 3106 A 10%'00* Oetle of ea 3.� F c�ajEx �0 ed IDS 'Bei*AEWEO CpM4 � Ct: 146" E 0010"a, f-0 f�- �►2 t4 SP 1 s° ea, 1 V01clette, , tC t tl+ N 2x A �2 OB 5P AOp4S . NO it'uBa _ t0Ap1 OF,t 2X 03 5P " CACttXt It 1C 37 85 2X4 1,4. ��0 2 Q-0 UL jC o, v(E nC, IA' ASE11 SIAL► K OF INC SFICIFAID NHHW.AM(FADES, I1 CUSECI104 RATES,SHOAL K IfWALLED S-O AI-AML(iii f0! ALI IC/1:iIV11 t:twNl•WHIff"S A1i•..:440 10 0E C0111116Me.CA, IIt %J let[i, USA /110 bAsiy,F I10151u%CWttol, 00111141E THAI t"F Joint SFAL0 M,tiH1i- A/M' 04110 At 1M000 WO[AlHita3, 1/2' 141 111SlAtt Al JrA#M. OF HEOrflf ALLWAp1C 11101511 VIEWS. ALL (At UgS tt540 16 ICie CnCPG SK Kett Ail[INTI ftCWEf"a TO TU,01011 Willi tN.MHi :*€0 H a/LWAPS SPICAG IO' O L I4Ar;. ItM0UP1I 01441 r."ILL,,.. M 0111141/ANL W,[p IN, In€LATLSI 9011/:41 0f Tet i1A- GIIL`CILI AWYt A WIVill CLAM TJX ICC 111115%w+lif,041"11151 CtrtWfHT Ort ApACIfIG MG th(E Tlut r.... low 09111414 STMCAMOS ka 15(90 0e tet fµiltAlAL 7( r26OO APMIAL f1,W nS, VINC '1042, FIFA ILII W"k WC III Alt CC41rWS1W4 014+0 4fe11EMS A5VA9G 10 K CGtflltr VjU nth tHtS WoICel C94/T445 10 C•.04141,1 Irl VfSHW W-_ ORIST PODGUCIS ASSaIATi4f. 7151. wC*Fitt 0f-in s4AUC,0r E114W 1/1" 'Mil1.I Lt f*3GO SHEAlMH10 1/2' IJU&FW WIAL RAT€CWLC ILO VMS,10.%*S NG MIS 065104 IS SWO Gff CLAN(CGtAECTOR PLAIES GALA W THIS TRJSS HAS KE/t"SIGI E0 FCA IME LGA01110 SM0104 11111.1 Or-IMAtt 0W fWAC1116 44/111645 SPACED At 16•0 t, WLLI1(5I4400GS FA IPAS,SES. C04ECTON PLATES SIZES Aft 5ASE0 til M1AL FTFCES 011e, !Off THIS DRA9005. ;IISIALLAMAf AIG USE SHOAL £CHOW *AXf. uLESS 1101t0 9THLASISE, 1€1 IMI HEW WR&F 111E 101155 HAI 111 CUt CA MOD/0190 In AHe WAR, COI#ECTOII PLATE STIES APE MM OUT 010101 SAM=SLOISi MttM THIS OES10H W ® 11GICAtES Tit AN11*40CAII,".+t. 171 a'KCIAL "1111110 CNE SKPAG 6E 1AW114"ItAli S"ISOVIS AVIC 5r LANSTN IALOIt11 SLOTS/ AIG Ito E4ft1HTAT1(AI&F SHE S; THIS O€SMWA IS APPLICASL€ TO S WWW SPMI IFVJSSES 0f EHCC/1Jt Of WAS[$ at Ht0-Af fop P4CG1M WAfltviS SIX got A 1t I't O1T1FC7lCtl GF t_tif.,a,A 1_1161n-.,_."_j .__,_,_._.._.._,-_ -C011F1"Arful AMO LOAGIHfi SPEC1FiEr�Br Fii9111CA18R -AWItiC41AL PLAd1115 FOR HAWL1105 TNUSSES iS PE5MISl51LM OF FAMICATOF. -IHiS TRUSS 15 OESIGtEG Olt'(FOR THE LOADS 5ffOt#t. PROVISIOrI FON 111E PREIEII110tf OF POIDDIG RUST BE MADE AMID IS$)Of THE AESPOUSIDILIff OF THE TWJSS FADRICAIGR OA CLAPI. -FALSE WTFCM£IIDFC IffCOMATI014 FALSE DOT 21-0-0 off LEFT. VERTICAL SPACif1G-4.0_0 USE 141111WA4 OF 204 KATE FDR FASTEIIIH4 FALSE 80t CHOPS)VERTICALS, ' USE 304 NIH. FOR SCAM MAI FALSE BUT C1c". A TRUSS DOTtON EW-440 ABOVE FAI. boftC44 010140 1€151 BE IWACED WITH 114 W11, LATEPAL DRAC1lW At 2 O,e. 4Ax SPAcw6. 3-4-9 2-10-0 2-10-0 T#.ei 3-7-8 4-0-0 5-8-0 5-9-0 4-4-8 4-7-8 IM !2 #2 #2 #2 12 r2 #2 741'40 1'11'14 lion Height 5-10-3 1 112 Ila 253# 315# 4190 3150 2670 f 1 t 12 --- / 320/ 9{ yyS 394 394 3A4 244# �� by �� 1230 . Oki � � � `�l 1. 910 1130 1130 1451 860 ` 660 IUDr + \i M t 1712# #+ ';i 10 1711# 13.61V I i 5x8 I 13 51671 5xa .n 7x8 3x4 3x7 Sia 1? 20 PLF 7-0-0 4-0-0 5-8-0 5.4" 5-6-0 9-0-0 1-4-0 37-0-0 1-4-0 BUILDING TYPE; Enclose! Residentfat CODE: Standard BuftdinB Code (SBCCI 1989) WIND SPEED: 110 Wh MEAN ROOF NIGHT: 151 TRUSS LOCATION; (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REWIRED. j03B M AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No true$@$: 1 Maximum Deflection occurred at bottom )dint 104. Maximus Live Load Oefiection of ,334' (5/15), Index-.271, IL/1329) Maximus Total Load Deflection of .524' (8/16), Index-.283, {L/847) ------•-� �,.__ PLATE TYPE: O_. t .C. SPACING LOADING IPSF) TC L018EA TRUSS: 37'0' H-9 T-3 DMO. t ff V2000 2-0-0 LL TC 30 2X4 #2 03 SP ENG. FOR: TRUE TRUSS INC - SOS OL TC 7 BC LUMBER PROJECT: CENTER 3708 A DATE: 25 Feb 1993 �� 2X4 #2 N 564 LAYOUT 1D: � LL 8C 0 REBS ^^ i0 2X4 63 SP AOORESS: SCALE: V-CfPT 61 UAV HF 1AIM-0 1/8 A 9.M1.L 9E 9F INE SPLCIF IED NHHMet 11,00, 51 CGFECILW PLATES SNAIL 9E It6tALLED S,WEIRICAtt1 014 00i ALL tfits11400 4 64S:A .1 Nfk9fkS ASWD 10 BE CCA4104"AA I is! 119• NO ib 614/11.1 041SItAE C0111E111, 04 S'.A'As THAI THE,441141 9AACEG 6r Lltnt+ 110' .klli! Fi 1N0OD S4ATR14Li, 112' 14! I4t.f At A_ "16#911 K� L4LE SIA155 OALUES. ALL 'ALLIES Ukla M K*Cat"SPLICEPE S AIDAA T C:kssls"&/6 V-k:'P Will 1A.'NLLL '*98A,41Li 14N11EP5 SPACED 1L• A 4. wo:, iERPi40P.9P.— 915114SU of Itt LAIESI E01 It C# TRE I0- 61RECiL'1 ABO`!)A f(IfTik u9"SPLICE. ;AtE55 WIM6 c11tPNILL G4q+M IPI ARAC04 A< NAL 615110 STpr6AF4S P NK 15190 9A fit/4110101 7t V-2040 APPAViAL IfJINiffiS, :9C it3Q, FRA TCU 2014. SOCC it) ALL CCiN'RES5fC41 L-;%I1E441EP5 ASS--wtb TO PC C(4PJ11_V,L fIbl 11115 fASIWI CT#DW5 1.C'.X.1— It T PaGuess ASSOCIATf01 7451. BOCA fILE 96-1215 11NALED 61 Eliot" Vbl :kitl.i r'1 flOW4 SREATHHtG. 112' 111415 fOA FETAL PLAIE C4A4:i TEG pAt4 IS DES1414 IS uSE0 014 CLAW CG9ECtGA PLATES 24L*, N IRIS twins HAS 9EE1 DESIalwo ICA list LGADIb 511601 %list.I OPIWAlt OF BAACI116 44WAIRS SPACED AT te' o.;. &UA111/SIA14"S FLA fwf,SES, 0941CTOR PLATElf SIZES AAE 945EO 01 A7IAL FCAUS O4,f. 614 THIS OAANI116, 1145TALLAi IG41 NG USE SRALL «t2f0lk 90AJt, tAAE55 04110 Ofe+EAMSE, flit 10 kE1i1)EA Of THE Miss RAO 9E CUt CA Osmiffl6 its M1. 41411CION(LATE SIZES APF CAM OJT 010104 4ACA06S SLOTS} 011w IRIS OESIM 12) ® 111DICAlft,{1x0105 LUCAlf:At 17) SPECIAL+0441 Ilia CA14 514Y44# 10(Ei4 DAHA SHIP►it0 Nit 1Y Unit" CK046 SLOM AIG THE Z011111AT304 Of list 91 IRIS GESI6tf IS APPLICA9LE 10 SRORTER SPA44 INSSES Of E1,101C44 4F IR'ASS s 511 109-9L FOR 141sco"I 10115 t,u r',fly,i-p11iLi:I1NI.ft.lttAfiL.Wx1IIf...,�......_JGLWIfAI LfiAAA6iirti-4tlG sLUFIL;>BAIILu._._,.._._.._ �____..,__._________._—C.Gir€I�ifl�t�iG I OTC,ii��A�li`k'71 Yi�9A1�►tGA -AOUII1WIAL PLAIRIG FL44 HAIGLI113 TWIASES IS fik"ISI01LIl'f OF FA6AICA10A, -THIS TRUSS 15 OESIWIE6 WILY FOP THE LOADS 51tUN4+. PWOOISIGN FOA 111E PREVE011011 OF PWsU1H6 11,ST BE MADE Alto 15 11(1f THE $4ESPOIISIBILIlt 6F IK IRUSS FA6RICAIGA OR CLAA1. -FALSE BOTTOR CHURO I41FCAl"1101s! FALSE SOT 21-4-6 Oil LEFT VERTICAL SPACIHG•4-0-0. USE $41014411+OF 204 KAIE FOR FAS111fp16 FUSE 861 CHORD NEATICALS. USE 3A4$4111. FDA$CANE Cb FUSE SOT ChOFID, TRUSS BOTIO$4 C/ICAO AWYE FUSE 861100 CHON6"I BE BRACED WITH 1114 CONI. LATERAL 8RAC119i AT 24"o.C. NAf $PAC1t&. 3-4-8 R1frt 3-7-8 4-0-0 4-0-0 4-6-0 4-6-0 6-4-8 6-7-8 ALIN 1-5-14 #2 02 12 112 #2 02 02 1-5-14 74 Plf Mix N9aght 7-10-3 E2 Cj6 315! 333t 4020 F� 3x4 2960 12 gii' � 2480 r k in �\\ 1231 — p 5tA t'\1 `�\.t /i"-'—'—� `' f)c0 130.1 1h4F 1270 631 66F full# h 1'. 0 171St 1716 1* 0 13.5367 90 13 5167% r I 7x5 3x8 5x5 3x 7 5x6 .a 3 3x8 f2 20 T'f i 7-0-0 4-0-0 4-0-0 9-0-0 6-4-8 6-7-8 1-4-0 37-0-0 1-4-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1988) HIND SPEED: 110 eph MEAN ROOF NIGHT: 15' TRUSS LOCATION: (Se) area NET HIND PRESSURE BASED ON DEADLOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: -A/a3 11 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: ! Maximum deflection occurred at bottom joint 114. Maximum Live Load Deflection of .263' (4/16). Inaex•.233, (L/1688) Maximum Total Load Deflection of .411" (7/16), Index•.222, (L/1080) _ ev �iU.. - OF. O.C. SPACING LOADING {PSfj TC Lix�ER TRUSS: 374 0-13 T-5 DMO. t 2-D-D a TC 3D 2x4 02 Os ' ENG. FGR: TRUE TRUSS INC - SOS OL TC 7 EIC LLMIBER PROJECT: CENTER 3708 A DATE: 25 Fen 1993 2x0 112 N SP LAYOUT 10: r / " 0 NESS 2X4 03 SP ADDRESS: 'cnA�c• 4 � KH SHALL K a "So"tF UP 141#116UM SA1A011k #4 CCAAIECIOM PLATES$FALL Yt HISTALEO SIMAEIPICALLI Of 601 ALL WfUltAl 0IJM1i"LUKAS A5&SAG 10"CG1I1T1Aq:PA I .- ,elm Ala I%4,160A 14111-At COHTEHI, a4 St"THAI THE.10!10!. #AACEG 6I E1111CI lie' eHiIN AIINaw 3*40141ta. la. 141 1.r.. K n1E0"ALLOMArtt SIKSS VAL4ES. ALL 4AL46 USTO Ey to*04%SKICES AN flat PECGM.EI"ll to GCL'-Ip (M4MI LA•SAit :14 IW"UG NEMKOS SPACID 10'O t M{AI;, ItMPGloAP. ,. r1.IK&IGM ARE EASEO all T/E LAIESI 10111alt WIt*IIA- OIRECILI AWd A WITCAl{"FAT SW ICE. SAI ESS 1454E0(#IIHy1at -towill Iht MNA- 1011014,GES110 StAr:AHOS Pxk1SIt0 at Tet 44A1100A. 71 V-]400 Al'We L txA16Eft LLC 4342. f"A FCU ieOlt S#CC it) AL CWWOESSICAI CM:44 ME41Aft ASS'.A+1G 10 K CoUl I1r J!A 461 I"45 GESit41 C011f(M44 ry Out Mooffils ASIXIATItt1 7F01. 110CA Fitt 86,126 OAACIG b1 IIItItH J/0" MIH l Pi I#T."WATHIIIG I/2' 11(44 foil Nil IAL MAIL CIA940tr tuff Utiom 11 IfAsto 614040 C414141000 rLATti Olt#, 01 1HIf #AVAS tut KIM G1sIG10iO Took fit 1.0401106 SHMI #Mit1.I 000AI 1.W b"AC114 MII4HMS SPACED At I#'o C. 600 11+SIA1101011 F.4 itltr SLY 001119ial MLATSS%Ili$AM MSS*Of AYIAL FOM#O10L4, off 1"11.00"1110. 1tIS1A,L4f IGA1 410 UTE Stott WOOL foAAt. mit's 1401io 010t0111St. 161 HU MINK0 GF toil WAS MAI#t CUT GA MWIF144•.. Coostgp KATE STttS Art CAILt*OUi 01GN iACAOSS SL*IS), bitty THIS OESITIA 12} IAOILAIflo GLAMIR3 LOCAUCO 47! SA4CIAL HA1(L 114 CAFE WOAD b1 #0110 01Ai4#O EM10011S, IIY►EKTII #400 SLAT% Ar:ItE 4001010110H of tot tit THIS(ASIGII IS AlfticA til to 6HO111E14 SPA#INSSES of EMECII414 IIF I"SES SET"16-61 Top REColrtt@AIIOMS 512F '*471ca -CCAIFIGMATIC41 MO LOAD IIG SPECIFIED eV FAbAICAIOA -AOUIT10f4AL PLAII116 FOO HA1401.1110(PUSSES IS PE"4510I1,11T OF FAMICATOR. -TWIS TRUSS IS OESIGIffG C44LY FOR THE LOAD'S SIM4#Tt. PWiISION FOR THE PREYEUI1011 Ci Pi1101iG MUST bE MAGE AtlO IS 1001 THE PESPOIISISILII'f OF THE TR'SS FABHICAItAI OR CLA14. -FALSE BOTTOM Ch" Iff4PHATI014 FALSE 601 21-0-4 off TEFF. VERTICAL SPACIIS-4-0-0 USE MI#4IW.lM OF 244 PLATE FOP FASTE14114 FALSE 601 00000 WERTICALS. USE 3A4 kill. F6A SCAM oil FALSE 001 CHOPO. I"S BOTTOM o"ABOVE FALSE 86I1CiI Clow MAI BE 8PACED 011tf IA4 3-4-8 COLT_ LATERAL. WACR06 AT Z#^'G.C, W SPACIllG. RIX 3-7-a 4-0-0 8-0-0 3-4-0 3-0-8 4-6-1f 3-3-3 BUTT J-5-ill 1-5 11 74 PLF Max iMight 13^14-3 1a "�J 6 ff 4070 3710 1J 37Gr 3FAGr 473# 359f 12 yFA 341 2400 5841 � s M 1� TUOt 1100 124E 1460 I2r 17119 13.6167 I 0 136167S I 11.T 3x4 • 7x3 5x6 3x7 3x8 �t 3 3x8 12 20 Pt 7-*-0 4-0-0 6-0-0 5-0-0 7-4-9 7-7-e BUILDING TYPE: Enclosed Resida►tial 1-4.0 37-0-0 1-4-* CODE: Standard Building Code (SBCCI 199$) WIND SPEED: 110 mph BEAN ROOF NIGHT: 15' TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD L S SHOWN BELOW UPLIFT CONECTION REQUIRED; ,j�M AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint t4. Maximym Live load Deflection of .265" (4116). Index-.215. (L/16751 Maximum Total Load Deflection of .415' 17/16). Index-.224, (L/1070) -�O.C. SPACTNti L0ADIMG 1PSF1 TC L1x48EA Twss: 37'0 1:�/41 r 2-0-0 LL TC 3p 2X4 02 N SP EMS. FOR: TRUE TRUSS INC - SOS aC LUMBER pAUJECT: CENTEX 3708 A DATE: 25 Feb 1493 1x TC 7 REBS 2x4 Y2 N SP LAYtX/T 10: �vw An CO Allnf.FS5� »..r. T Luwa#HALL SE OF lot SPEC$A 1£0 141111f1'w1 GpAO£S. 5f 019*00R PLATES SHALL BE IU51ACLE0 5e14EIRICAII I off lOi AIL 1£.51011 CkQkD ME"BERS A55't o to"C7Nt1lwJ51 r 13! 70" 1..,.. SK09%. AIJd I99 WAAI M.AT*3151.IFk CONIEIIT, OR S>;At THAI THE "Offol 9kACLG 6+kiltilk Jfb. :kith, P1-.W3AT 5,40"04, 112' 141 (g5iA1tAli:Jl M._ 19 v 101roap AMWAALE 9q+Cs''tALt1Es. ALL +KLES TAPED 6, TTM CHCM SKIC£9 APE hot Pkcfx11Et"& it)i.:.;:w 1"141 GP•wAtt 44 11"111M HE"OEHS SPat:to SO' a L iNAAI. ILMMCNAN.90,"W'%,HUA.-. FOP DESIGN ARE BASER o1 fit LAICit (OItI414 Of t1{AAA- LIKOL"•AW4 A HOINIA CHIA*SPLICE. txAESS f14fEG WhEAWiSE _UMlUI IPI MAC110-5 A16 tK.11u..- 1101LAL DESISl1 5lA1GApM PJk IStEO 0i THE UA1I01" 7, '1-20W AWAAPIAL l MKOS: TAC;e WF F"A TC9 2410. 5WC 11) AIL C01WNYSS041 CHC4%6E1.605 ASS:a1E0 14 bf cuttltrv.!1jt.36, 1.15 LESIGII ad#044 T:.C:.FRE1q IPI BEST'... FOR£Sl pr KTS ASSXIAIT(111 741. 80CA VILE SE-126 814ACEG At,WHILN 3!0' 'Witt j NLfW"' SHEAThim Tit' 11C46 FUI 1t IAL Pt.ATk CUO*l MEG AIL"TRUSSES At4 31 1035 DFSTSU IS BASED Olt CLAAr WtIECTOR PLATES 011Lr. 0) THIS Wins HAS BEFIT CESIC440 FLAA HE LGAOUAi SH041 iMt4.A 04fWALL dW blAAC1116 WL40Ek5 SPACEO At 19• a C. OuALAt,SAAIFIAAGS F.A JAW,;ES, 91 C&IIECtOR PLATES SIZES ARE BASED 014 AA1Ak FORCES O1s.+. TAT THIS WANING. It15IALLAII01 AIG 115E S"Att CGFGM *AA' Tis E55 1gILo Btetavi SE. 161 1AQ WE1+bfA GF THE ifr,ISS MA.AE Cut CA MWIFIED IH AAAr MAT. 41 =M&tTOR PLATE Sf2ES AA(CKLED OUT NIGTH fACROSS SLOISI fifth THIS GES1311 $21 1sI"OICAI£5 6kAAIM LOCAti:.0 $71 SPACIAL HA,1fAI1D CAA{ Snfxxo OE 1AWElt CtopiG sHIPPItaa A/ W LENGTH fALfAAi SLGISf 016 TAE,2P11NTATLO1I LF tie 9; THIS CESfOU AB IS APPLICABLE 10 S"OPIfR SPA14 ffrJ55ES Of EPEC1141 of iPJSSfS SEE.19.91 10A IECC4IEIx1A1101411 S1Tr w t TS II,�OiFfCTTGi� I()�,(�AfE LEt61. lC�111 tCAM. -CU I"A.TIGI PIG LOAGIOG SPECIFIED eF F48PICAFGA -ADU111014AL PLAIIIIS FOR HAIACLIISG TRUSSES IS NESMOtISIBILIT/OF FAGRICATOR. -THIS TRUSS IS DESTGIAEG DAILY FOR It* LOADS S1101411. PAIOAISIOIA FOR THE PAEVEA1ti011 OF FGAIDDIG"I BE MADE AFD IS loll THE RESPOt1SIBItIlf OF THE IR-ISS F14MICAIOA CA CLAW, -FALSE BGtTCM Cl"'O 111FOAWATT(Yl FALSE BOT 21-0-0 OA LEFT VERTICAL SPACIIIG-4-0-0 USE 111111"OF 204 KATE FOR FASIE111143 FALSE 801 CHORD VERTICALS, USE 304 MITI. FOR SCARF CAA FALSE 801 CAADRD. 3-4-8 4-1-1a #1 PUSS BOTTOM COOK)ABOVE FALSE 1801101 CA" MUST BE BRACED WITH 114 am 3-7-8 7-10-4 1-0-0 5-8-3 '5-4-11 5-11-3�RIAs CUT . LAIEPAL BOAC1146 AI 211 D.C. MAX SMALIIAG. 1-S-14 12 f2 12 02 02 3-5-14 IMx Ntight 9-10-3 74 PLf !2 'S3 6 1SE47t }5 .lXrj 444# 4100 t sA 3 44 40e1 !a 2480� 209# 0 7 10110 101040 1680 8211 51 `� 660 fobs , 17120 17110 I3.5167 \• m 13 5167X 1 50 1 l 0x8 .c 3x5 3x8 3x7 20 PLF 318 12 1 1-0-0 BUILDING TYPE: Enclosed ReTFidontiat 7-0-0 4-0-0 8-0-0 8-4-8 0-7-8 CODE: Standard Building Code (SBCCI 1988) WIND SPEED: 110 mph 1-4-0 1-4-0 MEAN ROOF MIGHT: 151 37-0-0 — TRUSS LOCATIOM: (Se) area MET WIND PRESSURE BASED ON DEAD LOADS SHOWN{ BELOW UPLIFT COMECTION REQUIRED: 1Q3 i_ # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. MD trUISIS' 1 Maximum deflection Occurred at bottom joint e4. Maximum Live load Deflection of .251' (4/16}, Index-.204, 4L/1769) Maximum Total Load Deflection Of .394' {6/161, Index-.213. (L/1127) Y� 'T� TYPE., d.G. SPACING LOADING IASF) fC LUMBER T TRUSS: 37'4' N-17 "—T-7� H_' d 2-0-4 LL TC 3p 2X4 02 DS SP Ella"{. FOA: TRUE TRUSS INC - SDS 11L TG 7 BC LUMBER PROJECT: CENTEX 3708 A-* DAIS: 25 Feb 19932X4 AT2 N SPLAYOUT 10:O HE85 sxa ra SPADDRESS: ' 1 W It LUMBER SHALL K OF Is*SPEC If LEG M1MIWAI BNAOES 61 COIfECi OA PLATES SHALL BE I11SIAL.LED S.MKIPICALLI 111 10; ALL IEIIS LAt CPkALC MEI12ERS ASS5n1E0 10 BE C941 ll% .PAA 13! �*- IIOICAIES LAILAM bo"11.4 MEMBER Ivo MIM.) SPECIES Are tox WAIWH M51S11jK C-31t100. OR SUCH THAT INC J01111 BFACEC Sr vibiLk 3/8- .MIH( PL-MWD WEATHII&I. t/2' I4i II,.IALLAt1G1 NA:E"LIJU1 GF ].t 16.•/SS. ftWrNEl1T, NO IS TO IIICwID ALL:HIAYE SIPESS 2ALtIES ALL /ALLIES USED Br ICP C"CR0 SPLICES APE MOI PECGRIEIEEG ID U_%JP MINI f.P.MA1l :1P 6RAC166G HEMMEHS SPACED tG' O c (HAA:. IkIFCPARA B11Aclll'+Sr1C.A.G ME Ding IM AcCCPGAr"PIIM FOP DESiirl APE BASED 011 Ir{LAIESI E0111U!OF SHE IN- GIPECIL'1 ABOVE A 11011:A1 CnORG SPLICE. UIt SS 1101ED 010L.Rnl=E CtWtIM IPI BPACIIIG NL LHE.IIG1 P.ntiCATI At£. TIGIUIL GESIwI STAIGA004 YJKISrED BA Ir[1411101AL 71 Y-2000 APPHOtAL tt-%**PS: -_BC 2342. FHA 1CII 2014. SWC 11) ALL CCW'RESSICAt C1Y.HG 1EM#/6 ASSJMEG /0 SE C51011EL/riln9r IHIS GESIUI CUf O/kr1 1G E-jFdtlll IPI OESI5II SPECIFICA- FOREST P1IBGICIS ASS3ClAF101/. 726t. BOCA FILE 86 4.28 BP.M.bA£IIIER 'Sib, "44111.1 HLIH;AGG SrEA11#1110 1/2' IICAIS FGR NATAL P1 Ali CutEC1EG t1UC4/IAL.'SSUS NG JET THIS aEata/IS BASED D11 CLAP,CC42ECIOR PLATES 014.1 BI THIS likISS MAS BEEII GESIUED FCA THE LGA01116 SrOMI 101Ill.1 DRIMALL W bPACItIG HEWARS SPACED AT /6' 0 C. IAIAt III SI AI10AP05 FCA IAM.SES. 1R C01IEC100 PLATES SMS APE BASED 0/AAIAL FOKES 014.1. 011 THIS I11AM1116. 111SIM-LA11CAS NG USE SHALL C31FORT TMA/I, I1IAESS IOlta Of HfAvibc IU 110 IIEI4M;P OF THE 1"b MAI BE Cul CA MODIFIED IN Nlf HAA. Al C4jKCTGR PLATE SIZES APE CALLED O'JI MIGTM (ACROSS SLOISI MIIM THIS OESI011 121 12I1OI_ATES IHARIIY LDCAlIC41 171 SPECIAL "Mgt 1#10 CAFE SIICYLD bE IAMITI"It*SHIPPII-B N JET, IENSTM IKp10 SLOTSi NG To& OPIEP01EIATf011 CF h $ THIS CESIGM IS APpLICABLE ID SHMIEP SPNI IFJSSES OF EPEC11001 OF IPUSSES SEE MIB-BI fUR PtCGN;WQA1lOMS -CCAIFIGUAAIICAI NIG LORfi111�S�ECif D t ABRICRIOP s -AOO1T101IAL PLAT1115 FOR 11MIC1.114 ITIUSSES 15 KWf11SIBILIIt OF FABRICATOR, -FALSE BOTTOM CHOHG 111;WPIA11(XI FALSE BOT 21-0-0 Oil LEFT. VERTICAL SPACIIIG-4.0-0. USE MI1f114A4 if 2A4 PLATE FOP F)LSIEIt111G FALSE BGl CIIG10 VERTICALS. USE 3A4 Hill. FOR SCARF GI FALSE 001 CIIGLG. *IPUSS BOTTOM CtIGID ABSVE FALSE DOITCM CHI" KALI BE BRACED MITH 1P4 Colt. LATERAL BPRCIIW A7 24'0.C. MAY SPACI16. 3-+-s 8161 3-7-6 4-0-0 4-3-14 4-2-2 5-9-0 5-7-4 6-1-12 RLH 1-5-14 1-5-14 Max 1lafent 10-1-3 74 PLF 12 Q6 1X5 367. 315E 4?0/ 308E a4 2731�i � i �� 424*2411 12 ,t� /6� \ � 1 123, 71 A 1 IS 1251 011 1731 061 w 661 tU81 X48 9*A \\ 17191 \ �,\ 17111 (3.6167 \ 13 5167X O 1 3x7 5xa .0 3x6 20 PLF 3A8 12 7-0-0 4-0-0 0-15-0 8-6-10 8-11-6 BUILDING TYPE: Enclosed Residential [1 CODE: Standard Building Code (SBCCI 1988) 1-4-037-0-0 1-+-o WIND SPEED: 110 mph MEAN ROOF NIGHT: 15' TRUSS LOCATION: (Se) area NET MND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REWIRED: 10.39 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. NO truSSOS: f Maximum deflection occurred at bottom joint 13. Maximum Live Load 0eflOCt10n of .271' 1+/161, Index-.22, (L/1638) Maximum Total Load 0eflection of .424' (7/16), Index-.229, (L/1047) -L -92) L__);11 D CLOWDIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) -- ~_.--�--�-_ "TC LUM6ER TRUSS.* 3F7 SPEC T-8 Iowa. / ALPINE ENGINEEAED PRODUCTS Inc V2000 2-0-02X4 Y2 N SP ENG. FOR TRUE TRUSS INC - SOS LL TC 30 )5 41�o 1901 S. GSM PKWY. 7 0 BC LIMBER is CENTER 3708 A DARE: 25 Feb 1993 GRAND PRAIRIE, TX 75051 OL LAYOUT 1D: OF 7C 7 2X4 Y2 N SP (214) 560-3940 PL�iTC_AREA`. INP FOR STI. LL Be 0 14E8S LAYOUT 746 33.33 OL Be 10 2X4 /3 SP AGORESS: SOME: � rn IOIAI 47 cY1F1, r nS rAnr HF n 1/8 }V-' moi. If LTI�ER BMALL III OF THE SPECIFIED MIiNMJM GRADES. 6! CG2VECiOE01 1 PLATES SHALL BE 1115tALLED SIMIRICALLI 1 IDI ALL IE RS I:AI CI WHIG MEMBERS ASSt"G TO BE COIII ITxW:15L I 13) / IIWICAIES IAIEPA WACIIx.1EMIKA IIIA MITI I SPECIES. Ma gas MA0I2W MGISI•-C COJIIEHi. OR S/CIT THAI THE J.1111t SAACEG 6, EIII.EI. 3/8' :MII.? PLIA000 S,EATHIIIJ. 1/2* 141 IH5IALLAIIEJ$u4 E4ECTIE41 Ef IHL IFAISS. J4V.WEI$i, YO IS OF"IEMEB ALL"AKE SIPESS 3ALUE6, ALL FALUES USED 6: ICP CIwPG SPLICES AHE IWI PECC44EHIEG 10 GL-CASE Mllq /A.xALL :.P 61.ACjW Mt MBEPS SPACED 10' R c. IHAi I. IEMPCFEAP, BPACIH••SnG'1G WE ONE IH ACCCW.AIKE Mil" FOB DESIJN at BASED OM IIE LATEST EOITIOI Of THE IDI- GIPECIL1 ADO'/E A 0011[I4 CIIDRG SPLICE. 'AAESt.NOTED GJHLRx I`-E Ct/N+EIII IP[ SPALL14 N(.tAt:/1C4I P..MICATICA4. TIOMM.Lisle,SIMAGAHOS PJOLIWD of THE 14TIEMAL 71 V-M,0 APPAOVAL IAAOEAS: DaC 2342. FM TCB 2014. SOCC It) ALL CGM•RESSIGI CIIGHG IIEHDENS ASS•JMED TO BE CGITIIUD•JSLn51 InIS DESIWE COFE4x4tI 11:'Ax1EtH IPI DESIw,SFECIFICA- FOREST PpeN CIS ASSOCIAIEO2 7251. BOCA FILE 116-126 BRALEG BI EIIIEM 3/0' :Mill.! ALIIIZGO SIEATHIH:. 1/2' IIL"S FCA METAL PIXIE C:414.CIEG MUGU IRL55Ef AND N THIS IxifIBN IS BASED all CLAP!CC44ECTOR PLATES 014.1. 01 MIS IIVJSS HAS BEER DESIGIEO FGA THE LGAD1110 SHOMI 44111 DRIMALL OR BRACIM MEMOEAS SPACED AT 16' a C. [0JA$III SIAIWARGS FiA IPAY S[S. 31 COSCLIGN PLATES SIZES AAE BASED 04 AAIAL FORCES 011e. GH THIS DRAM116. IIISTALLATIGII MW USE SHALL COFOM -*WAIT. U hE55 IIOILD Ot.,EAMISE, 261 I10 ME.KA OF THE IF+JSS MAI BE CUT GA/IOOIFIEO IM AIIF BAI. 4) C04$EC10A PLATE SIZES AK CALLED OUT 16101" IACAGSS SLOTS) x11" THIS GESIOE 12) IS IIWICAIES 6EAR1115 LOCATIU$ 17) SFtCiAL "MEAL 1110 CAFE $&%AAD ME IAHEII"It*SHIPPIH3 MOD OV LE"BT" TALBOT;SLOTS) NO THE OPIEMTAFIOI OF THE Bi THIS 1E5144 IS APPLICABLE TO SHOPIEA SPM$ TPJSSES OF EIECTIWI OF IPJSSES SEE n2B-B2 FEW PEC0HMITIAATIO S Sliz ICK LOADIIE7 MY.COf IG'JRAII41 -CUIFIGURATIGI MID LOAGIIIG SPECIFIED OF XBAICRfOR -ADOIFICAUL PLAF1145 FOR NAIGLl1)G MISSES IS PESPGISIBILITf OF FABPICATCP. • -ANTICIPATED NONIZUIIAL 14OVENEIII LAx1EP IGLAL LOAD - .286' • 3-5-f3 2-9-11 4-6-9 4-3-1 4-4-13 5-9-0 5-7-4 6-1-12 RUN 1-5-14 1-5-14 Max Height 10-t-3 74 PLf 12 Q 6 S?<C 3761 3201 4201 326 4241 �I4 2721 \ 12 to \ 2221 \ ?f 71 A 6 vIBI/,- `'• 7281 132I 7511 173I 661 591 � 2;3 77/31 :\ 77771 1 3.5167 � 13.51 49x I 719 3x4 5x6 3x4 3A7 20 PLF 12 6-3-6 6-6-2 6-6-6 6-6-10 6-11-6 a2 12 r2 12 ^ BUILDING TYPE: Enclosed Residential 1-4-0 1-4-0 411 CODE: Standard Buitding Code (SBCCI 1988) 37-0-0 — WIND SPEED: 110 mph MEAN ROOF NIGHT: 15' TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 0i 3q 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. _ No trusses: 3 Maximum deflection occurred at bottom joint I3. Maximum Live Load Deflection of .366' (6/16). Index-.297, (L/1213) Maximum Total Load Deflection of ,574' (9/16), Index-.31, (L/774) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LIMBER TFKJS6: 37'0' SPEC VAULTS T-9 OwG. g ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 N SP ENG, FOR: TRUE TRUSS INC - SOS �59 foot S. GSM PKWY. 7.0 OL TC 7 2X4 112 DS SP SC LIMBER PROJECT; CENTEX 3708 A DATE: 25 FOD 1993 GRAND PRAIRIE. TX 75051 1274) fi60-3940 -PLATE AREA~ - INC FbC-5Tl. LL EIC 0 WEBS LAYOUT 10: OF 546 DL BC 10 2X4 /3 SP ADDRESS: SCALE: ET S mEMPFn T-,Nq Pt Alf IN`STIt11IE 33.33 TOTAI 47 FXf'V11 �1r 1 AS MnY Dh t1i,IF(I 1�8 It LUMBER SMALL OE OF IK SKCIF ISO M111IAFJM 611AOES, 6) CO81ECIOR PLATES SMALL 6E 11151KLEO SIbEIRICAELI OI IOi ALL IEHSI•l1I Cil*? MEMBLAS ASS•.AED 10 BE C(11l1,W..ftA 1 131 `1' HAAICAlES tAIENAt VRACIIJG MLMIEM 11s4 hill') SPECIES. MID i12 IIAAIMUM MOISTURE C01114141- OR SOC*THAI THE -1.31111. TWALt0 6r EIT11fR J/6' W110 PL IRDOO 51IEA1HII4 1/2' 141 N6IALLAI IGT NA:ElEC11t AI" 1HL twits. PEAMNENI. MD IB Of INNER ALLaWAICE SIPESS IAL1ES. ALL !ALOES USED 6: ICN[UDPG SPLICES APE HOT PECCMHEIWEG TO&CNP IMIII: IAi1MALL JI 0"AC1116.EMBERS SPACED /G' t c. INAA:. IEPMCFMI MMACIIV 5HC 110" D*E 111 ACL'CM6NIOE MIIN fop DESIGN AM BASED 011 THE LATEST EDITION OF THE HA- GTPtCTLI ABOVE A BOITQM CHCPO SPLICE. tAtt=S micaGlllPMISE. Ct/WE10 IPI 6PACJ14 NL tPECIIUa P.MLICAllCA6. OCSIEH STANDARDS Pu4IS1E0 61 SHE MA/ILALLI 71 V-2000 APPPO/AL/FJMBERS: UDC 2342. FHA TCN 2014. SBCC /1) ALL CGMPHESSIC41 CIILHG MfMBEHS ASSUMED TO EE CGIII1,JOJ5L IIB. THIS GI:SIC4I CWI(4tts 10 C.-Owl11 IPI OESIWI SPECIFICA- fO0"ST PROrA1CIS ASSJC1Ati011. 7261. BOCA FILE 96-126 6PALETi BI EITiER 3/6' 'Mill.) PLINGOD S/EATHII/G. 1/2• 1646 FW METAL RATE CwELIEG M"16%,--SES NO AT THIS Ia91B11 IS BASED 0/CLARI Cb/ECTOR PLATES DIV. BI THIS IAJSS HAS BEE/I DE5l&EO its+TME LOA01116 SHWA �14I18.1 OR1BwL W BRACIIIG MEMBERS SPACED AT 16' P c. 11"Ll11 SIAIOARGS FJ1/MUSSES. + N CO6ECT011 PLATES SIZES ARF BASED 04 As1AL FOTM:ES 06.1. Oil THIS OUI11146. 1161ALLAII041 NG USE SHALL COiOPH +-AAI. UILESS VOTED OFHERMISE. 161 181.*USER OF THE 1"S MAI EE COI FA MOGIFIED IN 00 MAI. 41 CONECTOR PLATE SIZES AAE CALLED W1 MIGIN iACAOSS SLOIS) MIT" THIS OESl3i4 12) ggII10ICAIES SEAR11IC.LOCATIWI. 171 SPECIAL HA1AOL110 CARE W"XD 6E TAMfl1 OtA1t4S SNIPPIND Alto 6Y LEHGTR 1µO116 SLGTSi AND THE OPIENIATIOt GF THE 91 THIS DESEL44 IS APPLICABLE TO SHORTER SPAT/ TWASES Of EPECIlrA4 OF IWJSSES SEE HI9-61 FOR PECfAwE14DAT101iS -COtIFIGURATICAI RNID LOAL114 SPECT ISO 61 FABRICATOR -AOOIIIC11AL PLATTIM FOR 14AIJOL114 IRUSSES 15 PESP01151BIUlf OF FABRICATOR. • -InIS TRUSS IS DESIWIED CA&V FOR THE LOADS 51-1-11. PRO-4151011 FOR THE PREVEIITIOII GF PUE1111G MUST BE MADE AIIO IS IM)f THE PESMISI6ILIIF GF THE fgUSS FABRICAIGR OR CLAAf. -AtNIICIPAFED nORIZUITAL 14OVENCIOT L4IDER TOTAL LOAD- .264' 3-5-13 1-0-0 FRIM 2-9-11 6-4-4 6-4-4 5-6-3 5-4-11 5-11-3 RUN 1-5-14 12 02 12 12 02 02 1-5-14 Max Height 9-10-3 74 PLF 12 Q 6 S�5 SxS 27217/ 4701 \ 4100 344 4061 12 r 2220 6 p 1190 /_ �� 2090 1250 Wit 74140 1680 620 590 243 17120 \ 17110 13 5167 13.5149% 1 1 I o f :I 7xB 3M4 3%45x4 3x4 3x7 :. y1L1i 2 20 PLF 12 1-0-0 6-3-8 6-4-4 6-4-4 8-4-8 8-7-6 02 12 12 02 02BUILDING TYPE: Enclosed Residential 1-4-0 1-4-0 46 CODE: Standard Building Code (SBCCI 1988) 37-0-o WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: IQ 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No tPNaa69: 1 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .347' (6/16). Index-.281. IL/1280) Maximum Total Load Deflection of .544' (9/15). Index-.294. (L/816) REV )Lgp N LA)J CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37*0' NV-19 SPEC T-10� ONO.�LO ALPINE ENGINEERED PRODUCTS Inc 2%4 82 05 SP ENG. FOR TRUE TRUSS INC - 505 V3000 2-0-0 LL TC 30 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3709 A d OAtE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7.0 2X4 02 D5 SP 16OF/G (214) 650-3940 PLKtjt—AAEA: THCOL TC 7—. FOA STL LL 8C 0 WEBS LAYOUT IO: --- pwJ 582 33.33 DL BC 10 2X4 03 SP AOORESS: SCALE: WMBFR T"USS PIATE INSITItITE TOTAI 47 rvr.nT AS W1 H4- 1 "' 1113 n AL I T 11 LUNBEot NkXL BE OF THE SKCIFIEO 2,11111.0,SPADES. M COIIIECIOR PLATES SHALL SE 141S/ALED StN1EINICALL/011 101 ALL IE1151•YI C*k*0"EHBt MS A!ileftG 10 BE COIIIIIAA./SL 0 131 ' IIIUICa1ES LAtEpN 110"t:111G KItlEA IIs4 Nlll.) SPECIES. &110 l/b NAAINON"OISIUAI COI/luJI. OP SJCM INA/ THE .Alto? BRACE?.Br til#,EH J/6" :NUN W IN3JO SIERIHHA. 1/2• 14) 11151ALIAIIW/M46 LI+ELliAl CF lot IF+JSS. PERNME.1, MO IS Of 14GWP KIONAB/E SIPESS VALUM ALL /ALI96 USED M IV Crw.AG SPLICES ARE 14T PECW4IE14t45 ID GCCUP WIN- WINALL .76o bf—A1Mi HEHNEH5 SPACED SO' 4 C, WAIT. ILHnfPAP,IWACINL SHW►G PE U4E In ACCOPGAIx:E 611. 1`011 SESltll AM BASED 011 ItE LATEST E0111DN OF 1"1 116- GIPECIL'I ABOVE A DOITCM GIOPC.SPLICE. :xIESS VOTED 0"Llo"ISE CUPHEHI IPI 6PACIIIG MIG tREZ11W1 PMLICATIGIS. TIONAL CEflsx SrME1APDS PUSLIWO Bt Irk NA11UOAL 71 V-2000 APPRO'IAL I.x111ER5, UBC 2342. Ft1A TCN 2011 SBCC 11) ALL CC4*WSSIW/GJ�RG NkMbENS ASSUMED TO BE CWIIINJVJSL AS. 1.15 OESIF41 C014FDP46 1G C'JPREIH IPI DESISN%fECIfICA- FOREST PSOAICIS ASS:rC1AT101. 7251. HOCA FILE 06-125 ONACEG NI EI HEM 3/0" 'Milt.i PI fMCIM SNEAI1rH/G. t/2' 1?W6 FOP ILIAL PLATE CW4ECTEG 1111041 1RUSSEf Mf. 7) THIS OESiQ1 IS BASED OI CLARt CWBECTOR PLATES GlI Sl ]NIS IR'JSS HAS REGI CESIGIED FCA TIE LGA01116 SHOW0 (Hill.) M/NAL/ (.BPACIUG NEo6EPS SPACED AT 16. O.C. OUALIII SIM-DA-GS F;6 1Wr SES. SI COLLECTOR PLATES SIZES IPE"SEG 01 APIAL FORCES DLI. 011 THIS 0AA111116. IIISTALLAlIWI MG USE SMALL COtFGRII MAF). t4LESS 1.040 OTIERNISE. 16) 14 NEN6ER CF THE IGUSS NAI BE CUT CA MODIFIED IN ANI Wt. N COTAKCIOR PULE SIZES ARE CALLED OUT MOTH (ACROSS SLorS) NII" rmis oESI*4 12) ® 11EIICATES BEJLPI113 LOCATIWB 171 SPECIAL "Al"1118 CAFE YIOIAO BE 10E11 TAA114 SNIP0I14 AISO BY LSMBTH IAL"SiLGTSi MOD 114 OPIENTATIO"Of TtE Si THIS DESaWI IS APPLICABLE 10 SnOPTEP SPAN IMPAES OF EKCI1W1 Of IPUSSES SEE .IB 01 FOR PECC4NEIIDA110115 IOU t# ItC PLATE LUIGI- -CGIFIGURATI011 AIG LOAGIIG SPECIFIED of FABPICAiOp -AODIIIGIAL PLATIIIG FDR ItA1E1111G TRUSSES IS PESPU11S1BIL11/OF FABRICATOR. -THIS ?PUSS IS DESI601EG U11LY FOP THE LOADS St10111t. PPOVISION FOP THE PREVEt1TIG11 OF PCAIDIIG MUST BE MADE AILD IS 19Ll THE RESPOIISIB[L114 OF THE TRUSS FABRICATOR OR CLARI. MITICIPATED"WIZGHAL NOVENEHI UlQER TOTAL LOAD - .276• 3-5-13 RUN 3-5-13 9-4-4 5-4-4 5-0-0 5-0-3 1-8-1`1 5-3-3 RUN 1-5-14 02 02 02 02 12 12 1-5-14 74 PLF wx Nst9At 6-10-3 12 ala 383/ Vill 5�J SXS 3961 \ \3601 302 3590 12 b*� f 2221 1181 ' 1tib/ 1571 11!41 1481 720 51'b 590 2,13 1712/ 0 17111 13.6167 I l;Io 13.5149% t1 73t9 3x4 5xa 3x1 3A7 31Lt1 e 2 20 PI.F 12 6-3-9 We-6 5-0-0 7-4-e 7-7-9 02 02 02 02 BUILDING TYPE: Enclosed Rasfdantfal 1-4-0 t-4-� CODE: Standard Building Code (SBCCI 1988) 37-0-0 WIND SPEED: 110 a)ph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 103,2, IF AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trUSS02, f Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .331' (5/16), Index-.268. (L/1341) maximum Total Load Deflection of .519' (8/16), Index-.281. (L/6551 7 q3 wing mw-5_ — �-. CLARY OIVISION PLATE TYPE: O,C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-17 SPEC T-11 ALPINE ENGINEERED PRODUCTS Inc V_,-000 2-0-0 LL TC 30 2X4 02 05 SP ENG. FOR: TRUE TRUSS INC - SOS S toot S. GSM PKMY. 7p OL TC 7 BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 FeD 1993 • GRAND PRAIRIE. Tx 75051 2X4 02 Os SP 12141 660-3940 PLATE AREA' INCJFOR STL LL BC 0 WEBS tATOUT ID: f I 544 33.33 OL BC 10 2X4 03 SP AUORESS: r� MFMHFR Tq1/5S PI ATE INSTITUTE 10YAL 47 /-r�cn SCALE: / �r nq LIn� H� 11"C1� 118 n�l(.f EI Lo"BEM SMALL BE OF INE SPECIFIED 04I11i1AM SPACES. W CGIFECIOP RATES SHALL BE 111STALLED 91W4EIRICALLI PMI /Oi ALL 1015111 GAS MEMBERS ASS.4n0 10 BE CU11111W.ISL r..-_iw 10' 11101CA/ES Mika k-CIIR MEMLMM 11/4 IIIHJ SPECIES, Ma Tell MAAIMJM MOIST-AE C01MENl, OR SUCH THAT THE JOIN1, BRACED 61 Eiil*k 3/0" :"1111 PLIW0aD 54AIM114, 1/2- 141 11UTALLATIOn M4 E..[C/lul GF InL IFAS. A[AwA1EIII, MG ES OP MEGIEB ALLQNA4E f1PESS',ALOES. ALL 4A0ES USEO B: PGP CMPO SPLICES APE NOT PECGMKIGED TO GCCJA INTI/1 00,WALL Z"BRACIIG KMOERS SPKED IG' 4 1: MAI;. Itw'GPAF.I BRACNG SnG.AG ME OL.4 IR ACCC4C.# E MIT. FOP DESIGN APE BASED 011 THE LITEST EOIiIOI/OF IlE 11A- DIPLCIL'1 ABOVE A 00HOM CAAM SPLICE. :FILES IYTED 0"LPWlSE. CLORK111 IPI BPACIIG Mi tPECll:ll P,4ILICAIRAIS. I IOMAL CE11G11 SIMfiAMOS PUBLISnED SO THE 14ATIOWL 71 Y-2000 APPROVAL IAAIBERS: OBC 4342. FnA ICH 2014 SBCC 11) ALL CCAW'PE551514 CHCAO 1EMbERS ASS'JME0 TO K CGIIT11I.4FJSL n6/ THIS GESIGH CUWFf"O 16 C'ARE111 IPI DESIS/I SKCIPICA- F(pEST BRDp1CTS ASSOCIAIIQI. 7261. BOCA FILE 86-126 ORACEO 8/EIUEM 3/0- :MIN.) PLINWA WA1N11G. 1/2' 110115 FOR KIAL PLATE CU9ECIE6 MOOD IIEtSUS MO IS THIS DESIST,/S BASED Oil CLAAF C0ANECTOR PLATES OILY. N MIS IMJSS HAS BEEII DESICOED FLA TIE LOA01116 910"1 01111.1 DRIWML OII BPACHG MEMBERS SPACED AT 16. O.C. 401111 SIAIWAA:5 FLA ,PUSSES. SI LdBECTOR PLATES SIZES APE BASED 011 AAIAL FOIICES OIIP. OII THIS DRAMIIG. 1116TALLATIC41 AI1D USE SHALL C04FCAM IMAAI, IAAESS 1101E0 OTHERWISE. IN IG MEMBER OF 1HE 16PJSS MAI IE CUT OR MODIFIED 111 MPI IMI. 41 COIHECIFA PLATE SIZES APE CALLED OJT WIDTH IACP6SS SLOTS) WITH THIS OESIBN, 12) ® 11EIICATES BEARIIG LOCATIGI. 17) SPECIAL HMGL1110 CAPE 910PA0 6E TAKE""IH2 SHIPPUq A610 SY L M TM ,AWG SLOTSr MID THE OPIENTAT101/GF THE 91 THIS DESIGN IS APPLICABLE TO S"WTEP SPAT$ TN'JSSES OF [11EC1I44 OF 1"5ES SEE nib-$$ FOR RECGWEIpAIIOME -CUFIGURATIGU AIE1 LO /PIG SPECIFIED 8P FASAICATCA -AOOITIGIAL PLAT1116 FOR HAIDLIfQ 1PUSSES IS PESPG,5181LITt OF FABMICATOP. • -IHI5 TRUSS 15 OESIGUED OIE.Y FOP THE LOADS $1101111. PROVISION FOP THE PREVE141`I011 OF KADDIG MUST K MADE MID IS 1107 THE PESPOITSIBILII! OF UIE TRUSS FABRICATOR OR CLARY. -MITICIPATED H01112011TAL MOVENE11T U1DEP TOTAL LOAD - .264' 3-5-1! )MMI 2-9-11 4-1-1 4-4-1 4-6-0 1-6-0 6-4-9 6-7-8 RtBE I-5-14 02 12 12 02 02 02 02 1-5-11 74 Ptf NB% Height 7-10-3 12 v 6 3280 3331 4029 `✓t( 3W4 JXS 3221 4709 2659 � fa s xx29 � 6 v �' II140 PI 11e9 _ ' 1� 1489 1779 1049 1279 631 0 n 2x3 599 • !71lI 17100 13 5149% ! 7x9 3A9 5116 3A 7 3A11 -e 2 20 PLF 12 6-3-8 9-9-8 9-0-0 6-4-8 6-7-6 �a n 02 02 1_4_6 1-4-0 ^ BUILDING TYPE: Enclosed Residential 37-0-0 LLP CODE: Standard Building Code (SBCCI 1980) WIND SPEED: 110 mph MEAN ROOF NIGHT: 1S' TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: O� # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses- 1 Maximum deflection occurred at bottom )Dint i3. Maximum LiVe Load Deflection of .347' (6/16). Index-.281- (L/1280) Maximum Total Load Deflection of .543' (9/16), Index-.294, (L/818) REV 3-2 -qa (A/1p_n1 w:3 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-15 SPEC T-12 DMO. 0/ ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 02 Os SP ENG. FOR TRUE TRUSS INC - SOS 54 fro 1801 S. SSM PKWY. BC LUMBER PROJECT; CENTEX 3708 A DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X4 /2 OS SP ��j OF '9 A f, (214) 660-3940 _PCAT�AA9A 7jh(f_FOABTl- LL 8C 0 WEBS LAYOUT 10: L / 4,11rA 526 OL DC 10 2X4 03 SP ADDRESS: SCAI E' MEMBER TRUSS PI,AiE INSTITUTE 526 TOTAL, 47 8X1-vPY AS MAY 8F tl'r 11 1/8 NN- EI LUMBER LIgL rt OF THE SPECIFIED M111114W GAMES, 51 CWECION PLATES SMALL BE IIISIALLEO SIMEIPiCAL41 011 101 ALL IE1151,01 C.11-G NENCLNS ASS:MED TO BE CO16l1fAX:/5c. 131 ;A� H1111CAIES tAILRA W-V11811 146ISEA Ivo 0111.1 SPECIES, AB lox 14AIMM NOISIl{ COIITEIII. 0%SUCH THAT THE JJI#4T. BRALEG BI E111EN ]•r' .MIFI- PI INOOD SHEATHI#13. 1/2• 141 II#SIALAAi1W1 MC E#.E.11.41:d 11E T&USS. F441A1EH1. NL is FORA HIwEA~BASED 0115IrtSINE T 11111101 IOuEMU5E0 Bt TGP G KCIL"ADW C AASAM "01 OO1TLw:nOM SPLICE."O 10 4CC.IR AASS IK E41;:TrtPo15EN4 1EHBENS SPACED f4' o c IHur. ItWCO[1PHE 1,IIH(RWO-ABAAC1115 MIGCtKtUE 11�P.ML Gd H1 ATIWK, rlTn Iw 6I l+I# i(OTLAL CtS12H STMOAP05•+!l(6rt0 BI Irt IMII WIK 71 Y-3400 APPROVAL MJ110ER5: OBC 2112. flu( TCB 2014. SBCC 11) All [WIPPF SSI WI 01GNG MF11rEN5 ASS'.x1EG 10 ME CWII III.1l115L HW In15 LE 51411 COIF fIMb 1.C•.fM11EHT 111 DES1514 SPECII ILA- FOREfT PIBDUOIS ASSOCIATIO14 7261, BOCA Fitt 06-125 BRACED B/E11104 3/0' •64111.1 KIW"SHEATHIIG. 1/2• 111,415 FCA MLtAL NATE C1AN&CIE0 NUW 1"S15 NB 11 1HI5 pEe1BN IS BASSO 011 CLARE CGEECIOR PLATES GLV, N THIS INA$MAS Kill GESI DED FCA 111E lOAD1115 SHOW$ IMM 1 DAIMAII. ON BAAC1116 Mi NITIAS SPACED AT 16' 6 c. GUAI Il I WAIGAW.S FIA IMP SES. N C6NECTOA PLAT►a S131111 AAEBASO 011 Ax1AL FOPCG ES LI, Cot 1#415 DRMB AIIIHU. I1ISIALLA11G1 USE SHALL CUIFORI -14A.11. IAAIS6 Ix11i0 Of#&0015E. 161 16 ML MEA OF /1E $WAS MAI N C10 GN MMIP190 111 AI/I BM. 41 CONECTOA KATE SIZES ARE CALLED OUi x1010 IACROSS SLOTS) all" THIS DESIBII 12) ® IIBICATES 6EAAII*LOCAT1011 171 SPECIAL HM"1110 CARE WOAE0 9E TAKEII"IHB Y11PAI11B A1 aY LEP6T11 IALG19 SLOTS? KB TNN OPiE1/TAT10N GF TK 9t THIS DESIWI IS APPLICABLE TO SHOPIER SPM#IRt16SES Of EPEC11Wl OF 1ROSSES SEE HIB-91 FOR AECGBEIBAIIOnS -C(AIFIGLIAATtOI1 PIE)LOADUIG SPECIFIED Of FABRICirfii -AOOITIOIIAL PLA1111G FOR HAtCt116i TRUSSES 15 PESPU#SIBILITF OF FABRICATOR. -THIS TRUSS 15 DESIGINED WILY FOR THE LOADS SHOWS. PPOYISIOII fop THE PREVE11TI011 OF PCAElII1G MUST BE MADE AIS) IS HUT THE RESPOIISIBILIIf OF THE TRUSS FABRICATOR OR CLAP1. -AHTICIPATED HORIZO11TAL 14OVE14E111 LIIDEP TOTAL LOAD - .302• 3-5-13 3-6-0 3-3-0 RUN 6-0-3 3-3-0 6-8-0 5-4-6 5-7-8 RUN 1-5-14 12 02 02 02 1-5-14 74 RF Max Nal9Tlt 6-10-3 12 v 6 2500 361E 3610 3190 3521 �fs 3x4 lx4 srS 3960 12 `� 6 p 3410 10� �� '� � \ 197/ FIT w 2x3 \\ 1321 IJGf 1740 1061 \ 590 �� ♦ 17121 1:I o 17110 13.516) PITI 7x0 3x8 5x6 3x6 3x7 0 13.5149% 3,11 e 2 12 26 PLF 6-3-8 6-6-6 6-5-0 6-6-0 11-0-0 02 02 02 02 1-4-0 37-0-0 1-4-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1988) WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WINO PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: J C � M AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint /3. Maximum Live Load Deflection of .337' (5/16), Index-.273, (L/1318) Naximum Total Load Deflection of .528' (8/16), Index-.285, (L/841) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSP) TC LUMBER �1 TRUSS 37'0' HV-13 SPEC T-13 DwG. F ALPINE ENGINEERED PRODUCTS Inc y3000 2-0-0 LL TC 30 2X4 02 DS SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKwv. 8C LUMBER PROJECT: CENTEx 3708 A DATE: 25 Feb 1993 GRANO PRAIRIE, TX 75051 7.0 OL TC 7 2X4 02 OS SP 3OF fy (214) 660-3940 PiATE`AREA`" ._Ie1C-FOi�STC LL BC 0 WEBS I.AYCN11 10: I I 542 DL BC 10 2X4 i3 SP ADDRESS: -" 33.33 SCAT E: AEFMHF'R Tqi ISS PI IIF IN;7Tit11P IDTAI .1_I . 11.,,, 1111-1 111 ,.'''i' of LIOBEB SMALL BE OF 11E SPECIFIED M1NINUN GRADES, t0 CUAECTOw PLATES SMALL K IUSTALLEO E/IOETRi CALL/Old 101 ALL /10151511 CigwD 4ENHEAS ASSUMED 10 K C0111111tRJSLe 131 � 11buic IES/ATEPu SPAC 1114 1E16fw tLAA kill.) SPECIES. Ate Ia NAAIMJN 001%1'ft CONTEINI, Ow vii"THAI THE JDINT. OAACEC 91 EINEM 3/9' :MIM! PL1110.ID 51EATnt11J. 1/2' 141 I115lu LAIIGI AIIL FA[L1ItJ1 AC INE ENA". pEi M4 14 Of HIC4rEp KL:.rAOLE fIPE54 3KIJE4, ALL IKIEf D6E0 LM ICP CIM'410 SPLICES ARE 11D1 PECWIEIMlEO IO G[CW W11N LA'K&LL GR BNACIM IIEMWPS SPACED 14• 0.c (NAA#. 1k10'CPAPI OPACDKi S14i-AO bE LN44 Lf ACCUMAt10E 01IH FOR DESK/AM BASED a1 11E LATEST EDITION OF OE IU- OIRECTL't ABOVE A BIOTIC*,CrAPO SPLICE. taLESS IPJIEO 411EPBISE. CIF44161 IPI SAAC1116 A1c CKCIIUI F-Ak ICA110E. IG�i OEfIEH STAMUAMN PtBL15MO BV IME 11A111NIAL 71 V-2000 AMAGIOAL NUMBERS. tAC 23.42, FMA ICO 7014. SKC III ALL CCa1PFLSSIGII CW.;PD 1EIYEH5 ASSUMED 10 BE CG11IIlK%YJSLHS1 InIS CASIGI CDIf UlO/G CuFNE/1I IPI OESi G4 SKCIFICA- IFAWAICTS ASSOCIATION 7761. SOCA FILE OB-126 SRACEO Or Ei11EN 3/8' 111111.7 Pt ON"SIEATHlt4 t/12' IIGMS FCR KTAL FIAIE CUAECILO NOW lOL15%$Alp E1 THIS OE61BN IS BASED 011 CLABA COIBIECIOB PLATE$011M y THIS IA.AS$HAS BEEN DESISBD SCA III[LOA011N$SH0101 #Hill I TF1/NAIL U4 BAACIIID N(NBENS SPACED AT 16' 0 C. (01AL111 $I0t411Aryl5 FGA Ipr S(S. $I C01E4CIOB eLAiS$SITES 4,09 SAND 014 AFIAL FORCES 04LO. GI THIS OAAB1111. I11SIALLAIl011 Alp WU USE ALL CONFDNM I/41A1. tkSS 110110 MB OIHIP015E. ISI 110 MEMBER Of 'I* IMJS►NAI BE CUI CPL MODIFIED IN AMP BA.. y CO44CIDO KATE SIlE$ARE CALLED OUT 11101H IACAOSS SLOTS) 1111H THIS DESIST! 131 WIIp1CA1ES KANUVT LOCAIIGIV 171 SPECIAL "MIDLAND CARE WAAxO k IANE11 DU111B SIIIPPIIB M in SV LEISTH IAL014 SLOISi NO THE CAIDIIATIOIA Of THE BI In1S DESIGN IS APPLICAOLE TO SHORTER SPAII(PUSSES Of INEClIUI Of (MASES SEE.16.91 FOR RECCH E1pA11gN size -CGIFIGURAT G1 AID LOACIfIll SPfCtFIED O/FABRICATOR e -ADDIIl011AL PLAIUIG FOR MAIICL)IKI TRUSSES 15 PESPDIISIBILITI OF FASIVICATOP. -THIS TRUSS 1S DESIGt1ED OI&V FOR THE LOADS 51101111. PRO.41SION foo 111E PREVE111I011 LIF PWIDIIG MUST 6E 1440E A11D IS JIUF 111E PESPOIJSJ61LIII OF THE TPI/SS FA6AICAIGP OR CLAPA. -NIIICIPATED NOR 114/1!1 NOVE14EIll LSIDER TOTAL LOAD - .301' 3-5-13 2-0-6 2-10-0 iM61 2-9-11 4-8-6 5-8-0 5-6-0 4-4-8 4-7-9 RtNI /2 02 e2 02 #2 e2 12 74 PLF 1-5-14 f-5-11 Max Height 5-10-3 12 v 8 279# 3150 419# 3140 2670 32 /IL 3x4 3x4 3x4 2764 \ �` 3220 6 V 71, r4-r 2221 \ \ 160 10 ff61 2x3 `� JOB# 1040 /t3f 113# 1460 see 59e \ to o / 17120 TAI 1�� No 17111 13 6167 ! 7x6 3x9 3x4 5x6 3xa :, 13.51491 3x 7 31l f 1 �2 12 20 PLF 6-3-6 4-8-6 5-8-0 5-7-6 5-e-6 9-0-0 02 e2 02 e2 I2 1-4-0 1-4-0 37-0-0 BUILDING TYPE:-Enclosed Residential CODE: Standard Building Code (SBCCI 1988) WINO SPEED: 110 6ph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 102A B AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: f Maximum deflection occurred at bottom joint 14. Maximum Live Load Oeflection of .407' (7/16), Inoex-.33. (L/1091) Maximum Total Load Deflection of .638' (10/16), Index-.345. (1/696) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'01 NV-11 SPEC T-14 OMC3. • ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 02 DS SP ENG. FOR TRUE TRUSS INC - SOS 5+ 1001 S. GSM PKWY. SC LUMBER PROJECT: CENTEX 3708 A- 1 DATE: 25 ISO 1993 q GRAND PRAIRIE, Tx 75051 7.0 DL TC 7 2X4 02 Ds SP Ij_jC F l/ (214) 560-3940 PLLATE�RfK- INCr�FOA SYL- LL 8C 0 WEBS LAYWi IO: / 584 OL BC 10 2X4 03 SP ADDRESS: ALE: MENOFR (PUSS PIAIF INS11TOIF 33.33 IDSA#. "'l— 1/8 (�hh 47 Fvrp ul A� Nnv 10- $I LINK*SHALL BE OF If SPEC",,ED"1111MM GRADES SI C4EECTOP PLATES SHALL ONE IIISTALLEO 510"1111CALL/OI 101 ALL MIS1On C.LI10 MEMBERS ASSUNEO t0 OE CO11111AATrh1.1 131 NIOtG1E5 UIEMN !WAC 11e NEMBEa Ivo MD1. SPECIES. "'D I"MA/11111"NOIS.UE C311TEt11. OR WXH THAT THE JJltll OaALEG Br FILE" 3/0' -M10! PLf00j0 S.4:A7N1113. 1/2' 14) I1451KLAIICAI N4.fI44:11141 GF I.4: Tt JSS. PEPNNfI I. ML TS OF N/ErEP ALLOSABI.E EIPESS VALttS, ALL (ALMS USED III TGF 010M SPLICES APE NOT PECOM/E141ED 10 OCCuF I4I01: UR.HALI :FI 6NAC111G S*kWMS SPACED 10' O C. INAA, ILHPCAAP•OPACIIK Snonl.bE UrAE IN ACCNx1A1" III. FOP DESIEH APE BASED O1 Ing LAZES/ 1011101,Of trE IIA- DIPECILPD'r ASOVE A BOTTOM CnOSPLICE. :xAESS t1olED til.EPbi SE CUPPEIIT IPI /i1ACI11G NIG tPEC11U6 P-ibL1CA114K. 1111HAL CES10a STNGAMPS PUBLISrED BV I,E 1,A11011AL 71 V-.1000 APPPOVAL NJMBEM UPC 2342. Fro TCB 2015. SPCC 11) ALL CC,P SSICI C-ICAG NE141E05 AS5'JED TO BE C46111R4YJSLnSt InIS GfSIGN CINW(*06 IG C•JP0Lt11 IPI 0ESI:•1 SP1CIFlCA- FOPEST PI104ICI5 ASSXJA11011. 7261. HOCA FILE 06-126 HPACEG III Elitf- 3/0' NOW! PLVP;W SEATNI10G. 1/2' TI0'r5 FGR NEPAL FLAIL CGEILCIEG NOW 1ftASES MO 21 THIS DESIGN IS BASED Ix1 CLARE CFX6ECTD11 PLATES DEV. N THIS ICUSS HAS GEEII OEStriEO FOR THE LOADIIK SHVII14 ZN111.1 DRVIIALL OR PRACIt1G MENKRS SPACED AT /6' 0 C. OUALIII SIAr1DARGS FLA TRUSSES. % CONEC10a PLATES SIZES AAE BASED 01 AXIAL PONCES OO.f. 011 THIS 0PAMIII6, IHSIALLAi1G/Alto USE SHALL COf01M INAX1. UEESS 110TE0 OT.EPWISE. 16) 110 IEHBER OF THE WUSS MAt BE CUT G NOG/FLED IN ANV 11Af. 41 COOECT01 PLATE SIZES AINI CALLED OUT 910TH (ACP4SS SLOTS) WITH THIS DESIGN 12111101CAIE5 6EARIt10 LOCAI(41, 171 SPECIAL HU4U11y CAPE S110UL0 AN TE IEII Dually 91IRPI e N aY LEN6rn (AL011O SL31S1 Alto THIE OPIENTATIO/GF THE Y1 TnIS DESIC44 IS APPLICABLE TO SOPTEP SPA11 IPJSSES OF ® EPECr141 OF IibJSSES SEE -16-01 FOP PECG/IIEIDATI06 -CCAIFIGMATIUI AIG LOAD 11G SPECIFIED BY FABAICATOA -ADDIT1pIIAL PLATIIK.FOR HAILLIIIG I;N)SSE5 1S PESP01S16IL117 OF FASpICAIGA. -11115 TRU5S IS OESIGIIEG OIAY FOR THE LOADS 5110N11. PPO'AISI(jjf FOp 111E PREVE10108) OF PGIDIUS WWI BE MADE Alto 1S NOF THE AESA0141B1111! OF THE (PUSS FABRICAIGP OP CLARY. -NfTICJPA1f0 hWIZGITAL NOVENEIII U/OEp IDIAL LOAD - .322' RUN 5-6-3 5-2-2 5-3-14 5-3-14 5-2-2 3-7-8 RLN 74 PLF 1-5-14 02 02 02 1-5-14 MBA /Might 4-10-3 12 Q 6 396E 3891 3941 3891 316E E f f { f 12 �\ 2460 0 S*� 3x4 X-21# y \ 1231 213 11 2x3 132E 106E 16be 120E 660 0 t i I w 4 59E 1712E 0171120 13.5167 I 7x6 3x4 50 3x5 3x4 3x9 ` 1 13 5149X 3x11 �.2 12 20 PLF 6-3-6 7-10-10 5-3-14 5-3-14 5-2-2 7-0-0 /2 12 12 /2 1-4-0 1-4-0 37-0-0 BUILDING TYPE: Enclosed Residential J� CODE: Standard Buitding Code (SBCCI 1988) WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET MND PRESSURE BASED ON DEAD L91DS SHOWN BELOW UPLIFT CONECTION REQUIRED: IOC IF AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 04, Maximum Live Load Deflection of .494' (8/16), Index-.4, (L/899) Maximum Total Load Deflection of .773' (12/16), Index•.418. (L/574) RECOMMENDED CAMBER: .42- Q RE 3-2 Z 9 3 C�iT r1D rnw'� _ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-9 SPECT-15 DMO. 0 ALPINE ENGINEEHEO PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 02 Os SP ENG. FOR: TRUE TRUSS INC - SOS )54/4 1601 S. BSM PKWY. 7DL TC 7 SC LUMBER PROJECT. CENTEX 3708 A - DATE: 25 Fe0 1993 �� GRAND PRAIRIE, TX 75051 '0 2X4 /2 DS SP LAYOUT I0: rt) 1214) 660-3940 Pl-'FTE�REW - S .NCFOA T� LL BC 0 WEBS �+Vy 59433 93 OL BC 10 2X4 /3 SP AGGRESS: SCALE: 14Ew8ER TRUSS PIXIE INSTITUTE TOTAL 41 fxrFPI AS MAY UE 111�1l 1 1/8. nhU 11 LUMBER SHILL BE OF INE SPk C1F1ED MIIIIMM SPADES 4 COUEEVOR PLAIES SHALL BE 1115TAt LEO S1MIEIRICALLf d# IOL ALL IENSIUI C*%JMO MENUEA5 ASS:AED 10 SE CU1111U0'.ISL 1 131 y IIq ICAIk1 LAIEMAL 6PAC 11/G MEM6ER Il/4 fill$ SPECIES. Ate IBB MA/11tH MOISTOPE cJ1IE41. 04 S'=M THAT THE 131(if BAACEG Br EITIEH a/B• .MILD PL.MO.7D 5r1EAiN11A1, 3/2" 14) 11151ULA1171 ML 6&401"1 CF TM IPJSS. AERMAIEHi. MO IS OF NIGI(Rµ,DYAKE SIPESS VALUES. ALL VM1ES USED 6: TOP C"GFW,SPLICES ARF not RECOMEIMEG TO GCCUP 64111: UP—ALL 41 IfPACISM NEMEPS SPACED 10' A.C. INAA; IEMfFAM.6P1C111:Sr10AC ME 044 IH ACCC41G11" 611n FOP OESISN APE BASED OI THE LATEST EDITION OF THE"&- GIPECIL'1 ABOVE A 41OTt41 CnGM SPLICE. UEE55 f1GIE0 t1TIEPMISE CIF/LHl !PI WACIW.Mi LAECFJ441 Pe41tiCATIC44 TIQUAL G[SISN STMIGMDS PGOLISrEo BV fE MATIOIUL 71 V-2000 APPROVAL Ir.AI10E145. :6C 2342. FMA TCO 2014. WC 11) ALL C441RESS144 CHC410 MENKAS ASS'UMEG TO YE CCHIJWV"n51 THIS I:ESIJI Cl41LHMS 1G C'.44(111 IPI DESISfi 5PECIFICA- FOREST OROTAICIS ASUXIATIOII 7251. DOCA FILE 66-126 BAACEG 61 E111EP 3/0' :11111.1 PL11k7GD SIEATHIN5. 1/2' 11415 FCR METAL PLAlk CL EGIkG 11000 IFILSSES Mf. M THIS 01816Y4 IS BASED O/CLMTV CGIECIOR RATES G►Y. IH THIS TRJSS HAS BEEN"SlallED FGA THE LOADI11S SHO1H 1MIf1.) DAIMALL Oft DAAC1f16 MEMBERS SPACED Af A6' B c. QUALM SfMDARG%FGR Iw.5E5. Ix CWECTOR PLATES SIZES AAE BASED O#AXIAL FORCES at"' OI THIS ORAlltixr. IfISTALLAII011 MO LASE SHALL COAFORM DIA!!. UA-ESS WILD OTHERWISE. 161 #D 041""OF 11E IPJ54 MA. BE Cul GO MODIFIES 111 AHr MAV- A) c&#ECT a PLATE SUES ARE CALLEG Olt MIG1N 4ACRGSS SLOTS) WITH THIS OESIBI/ 121 ® IIDICAIES OEARIIW LOCATI41, 17) SPECIAL HMSA 1110 CARE SHOU.O Ill TAMPS CUItEt bHpPNA6 M aY LENGTH IKONS SLGf51 Me fit 0111011AFIGH GF THE Bi InIS DESI41 IS APPLICABLE t0 SORTER SPM#TRUSSES Of EKOICA4 OF TRUSSES SEE HIS 61 FOR PE-GUEtDATIDId -Cu1FIGt1RA IQL ACID LOAGIIIO SPECIFIED Of FABRICATOR -REPETITIVE MEMBER STRESSES I/OT USED. -AODITICAIAL PLATHtG FOR HAtift RIG TRUSSES IS PESMSTBILTTt OF FABRICATOR. -1NIS TRUSS IS DESIGIED ColLt FOR THE LOADS SHOWY PROVISIDII FDR TIE PPEYERIIOH OF PGNORIG MUST BE MAGE AIIO IS(Of THE RESPgTSIBILITV OF TME TRUSS FABRICATOR OR CLARY. -AtIT1CIPAIED HORIZONTAL t40Kt/E14 U110EA TOTAL LOAD - .157' [Rai 3-8-14 3-3-2 6-2-2 6-3-14 6-3-14 6-2-2 5-0-0 RUN 74 T—167 135 74 PLf 1-5-14 og 02 2x1 2x4 2x4 02 1-5-14 1 7-d-0 32-t-0 Max "eight 3-10-3 1290 920 12 7650 9430 6540 8440 6830 12 va ► 1 I I � 6 D 246E �X1 4x4 715 4x4 fix' 1 / 740 1ze/ 2113 1 6770 3180 2211 2191 375, 470 1 I I 1^ 590 3179, F)t w � J Q1 13.5145 I 9x7 5x4 8x7 33770 5x5 31t8 13 5148% 3x11 12 8-3-8 8-10-10 6-3-14 6-3-14 6-2-2 5-0-0 20 145 35 20 PLF 7-j-0 32-t-4 1-4-0 37-0-0 1-4-0 5148 2200 ABUILDING TYPE: Elxlo9ed Residential CODE: Standard Building Code (SBCCI 1988) WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: �3glo # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. NO trusses: f Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint 04. FASTEN TOGETHER MI11t 2 MOBoBrs Required Maximum Live Load Deflection of .534' (9/15). Index-.433. IL/830 TOP 100 NAILS 12•o.C. ff1 Maximum Total Load Deflection of .837' (13/16). Index-.452. (L/530) SOT fou MAILS :2::.C. Maximum [_ RECOMMENDED CAMBER: .45' NEB 10d NAILS 12.0.C. FASTEN AT OR NEAR ALL PAMEL POINTS. A Rev wlno rvwuz OAAJ 00 NOT NAIL OR 13OLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0 ITV-7 SPEC T-16 MQ ALPINE ENGINEERED PRODUCTS Inc 2X6 01 Ds SP ENG. FOR TRUE TRUSS INC - SDS V�000 2-0-0 LL TC 30 1801 S. GSM PKWY. BC LIMBER PROJECT: CENTEX 3708 A- DATE: 25 Fab 1993 a GRAND PRAIRIE. Tx 75051 7.0 DL TC 7 2X6 01 OS SP LAYOUT TO: IVF V F f I Q 1214) 660-3940 -pCXTE-XAEA: -INC': LL 8C O WEBS 1�IJ 7503333 DL 8C 10 2X4 03 SP ADDRESS: SCALE: . MEMBER IRI)SS PLAIE INSTITUTE TOTAL. 47 FxrFPT AS MAY OF W)TFU 1/8 !� ^A EI ""We b11LL SE OF THE SKCIFIED MI14IMJF GRADES. 51 CO#XECTOP RATES SMALL 6E IHfIALLED SiNNEIRICALL.01l 10) ALL IE1151014 CFMfIG M:MIMAS ASS•..wED 10 BE C•J11ItA"-WA t IN _1�- I/OICAIES L.IEMM UtOACItx.MEM II IIF4 rtN.1 SPECIES. NO /SX MAAIMA/MOISI!f(C3111EI11. OP SUCH TMA? THE ,,131111 BRACED Bt EITIE4 3/8' :Mill) RG1 t110 StEATMl1A0, 1/2' 141 I1ISIALLATIG/MIL;EKLTI:A1 GF THE Iw.1SS, PERMANENN T, O to OF MItrEP ALLi,1lASLE SIPESS VALUES, ALL VALUES USED 61 TOP CMCPO SPLICES APE NOT PECO4/ENDED TO OCCAP (Mitt: WINALL ON 6PKIIG MEMBERS SPACED /G' ,1 C IMAM. IEMPCPAP. SPACIIIS S1w.AG ME OTA& 111 ACCGt(ArCE WITH IOPg951M AML SASEO ON TLE LATEST 90111011 Of THE HA- GIPECILV ASO•VE A SOITGM Cr1OW SKIC.C. uti ESS TIDIED GTHEPNISE. CLIPPEIIT IPI SPAL'1#4 NO LA[CT1G1/PtALICA1106. 110MAL CESIBH STMIDAPOS 7`35115ri0 SV Tri NATIONAL 71 V-2000 APPROVAL k-JMKPS: UBC 73,12. FHA TCS 2011 56CC IS) ALL CGIO"ESSIGA CtOUO MEIYEMS ASSJLED 10 BE CG1111P3039L n61 IRIS MSIGH COIKOM :V.04 'em IEm IPt DESIGN gECIFICA- raw$,PaODWTS ASSDCIATIOA. 7261, BA-A FILE 86-128 BRACED Of EITHER 3/e` :MIM.i PLOOGOO,SMEAIHIIIG. 1/2' IIWS FGA MEIAL PLATE CL40ECIEG NOW IFx.'SSES MO ' a1 THIS DESIGN IS BASED all CLARr CG1ECTOR PLATES CNLV, N THIS TL►,JSS HAS SEEN DESIGIIE0 FGA 11E LOAOINS 51101-1 BUTT.) DAINHL OM BPAClll6 MEMBERS SPACED AT 16' O.C. OUALIIr SIAIIDAAGS FA 1PAtySES. 34 COSECTOP PLATES SIZES ARE SASED O/AXIAL FORCES Oli'f. O4 THIS ORAMIHO. IIISTALLATIGI MO USE 51411 CGf OM MAAI. UE.ESS IOIED OTHERNISE. /6) IO MEMBER GF THE IIAIIS5 MAI BE CUT OR IOOIFIEO IM AW MAV. 41 CODEC/OP PLATE SIZES ARE CALLEG OUT NIOM IACRC6S SLOIS) KITH THIS OESI8N 121 88 11101CAMS FEAAtr13 LOCAFIGIC 171 SF*CIAL HArx1L IN(I CARE WOOMa BE IAMEN OtNlly SHIPPIU4 AND W LENSTN IALOIS SLOTS) AND THE OPI9NTATION Of THE St THIS DESIGN IS APPLICABLE TO SHOPTEP SPAN TPAISSES OF EMECIIGI OF (POSSES SEE Hl0-BI FOR PECGIOEppAl1OK A W1.32 1.4 _CTIOM Or THE its ATI!"116111- IDENTICAL LOADING AT&C9MIGURATICIL -CO11FIGURATKAS AfD LOADIIIG SPECIFIED 8/FABRICATOR -REPETITIVE 14ENWR STRESSES 1101 USED. -AMITIGIAL PLATIILG FOR NAIGLIi1G TPISSES IS PESPOIISIBILITf OF FABPICATC#1. Alm 3-7-8 3-4-8 3-6-0 3-5-0 3-4-8 3-7-6 RUN 166.5 1-5-14 02 82 02 02 1-5-14 74 1 74 PLF Max !Night 3-10-3 710 14t0 t29# 129E 12 Q 6 5461 583# 5460 Y Y Y 12 N 24B# 248E j\ 2,13 *nA 123E 1230 PI 2 Y E 66# 61,20 1980 66r# 66# T t f 1 n R0t5# 20160 I i 13.51791 13.51791 3x4 3x4 3x9 5xa 3x9 45 20 20 PLF 7-0-0 3-6-0 3-6-0 7-0-0 7- -0 t4- -0 e2 #2 5140 5140 1-4-0 1-1-0 21-0-0 A BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1980) WIND SPEED: 110 slph MEAN ROOF NIGHT: 156 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: SO't 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .184' (3/16). Inaex-.262. (L/1370) Maximum Total Load Oeflection of .288' (5/16). Index-.274. (L/675) CLARY DIVISION PLATE TYPE: O.C. SPACING LOAOING (PSE) TC LUMBER TRUSS: 21'0' M-7 ALPINE ENGINEERED PRODUCTS Inc 2X4 #2 Os SP EnG. FOR TRUE TRUSS INC - SDS LL TC 30 SeOf S. GSW PItwY. V�000 2-0- BC LUMBER PROJECT. CENTER 3708 A DATE: 25 Feb 1993 �� 'n GRAND PRAIRIE. Tx 75051 7'0 OL TC 7 2X4 B2 65 SP OF LAYOUT ID: A (214) 660-3940 P�TATE-AREA°' 'IiIC-FdR-STS LL BC 0 WEBS ScAt E: 2X4 13 SP ADDRESS: t\��1 332 33.33 DL 8C f0 3/16 MEMBER TRUSS PLATE INSTITUTE TOTAL. 47 FVrFPT AS MAY DF t101fil ,� ) r, 11 L1lMSE01 SMALL BE OF THE SPECIF PEO AINIMW SAAMS. BI CGI ECIOR PLANES SMALL BE IISSIALLEO SON4610JCALLO OI 10) ALL IEIISIGII CHOAD MEMIARS ASStJMEO 10 BE CONTIIAI¢/IL I Iv y 1141CAIES LA/ERM DALCIIAi MEMBER N1T4 wiN_1 $PECIE$1 Me/BB N"IAUM MOISTURE CDIIIENT. OA SOCA THAT THE J01NT. GRACED 61 EIIIEA 3/8' 4%11.1 PLIWOUD SHIAT"10& 1/2' 141 III$lALLA1121 MC EIEC11:41 f vHL Ian S. ,faft EIIT. MO is OF ftIGIP ALLOHADLE STRESS% LIMITPD ALLIES ALL IALMLS IG, IGP CNCSPLICE$Am"of RECOMMENDED TO OCCLIP MIINI INAMALL CIA BRAC1116 HINDERS SPACED 16' B.L. (NAI,. 1tIM'GPARI BRACIII6 SHrAAG ME WIE 111 ACCOpGM61 All" FOR DESIGN ADE BASED 011 IK LATEST EDITION OF THE MA- GIRECIL'I MOVE A 11DTTCAI 0110M SPLICE. LIIESS IX)FED QInLPWISE. CWIEIII TPI BRAC114 MG tNE-11x1 PNAICAl1511S. 11D11AL DESlaI STAIAGAAGS PUq Iwo BV THE MATIOUL 7, V-2000 APPROVAL NUMBERS, OBC 2542. FHA 10 2014. SSCC 11) ALL CCIOWS51511 C.C*ID MEMKHS ASS'.AIEO 10 WE C5111NXAYJSL1151 InIS DESIGN C00011MS IG C•.FRVII IPI OESIOR SPE[IFICA- FODEST FROLIC Ii ASSOCIATION. 7251. BOLA FILE 96-125 BRACED W'/EITHER 3/9• CAN/.) PLfNrW SIEATNING. 1/2' 115115 FOR METAL R ATE CLIVECIEO AOru 11453ES AND Tb THIS DESIEN IS BASED TWO CLARI CONNECTOR PLATES DIV. BI THIS IPJSS HAS SEEN GESI+-lED FOR THE LOADING SNOMI MIN.1 OR/AALL OR GAACING MEMBERS SPACED AT 16'0 C. &ULITr SIMnAAGS F:,4 Nw55ES. lr CTWBECTOA PLATES SIZES ARE BASED ON AXIAL FORCES TWIT. OI THIS DRAWING. 114STALLAT101 M0 USE SMALL CTWfORN MAXI. UAESS$-DIED OTIERMISE. 16! I10 NEMER GF THE TRUSS MAI BE COI W WIDIFIEO 111 AINR IMI. 41 F.OIBECTNN PLATE SIZES ATE CALLED OUT WIDTH IAI7OSS SLOTSI WITH THIS DESIGN. 12) ® 11E11CATES BEARIIEi LU_ATION. 171 SPECIAL HN"314 CARE S1101EO BE IAMEII IL,114 SHIPPING AI Ie BY LENGTH IALOSLOTSi M0 THE ORIENTATION OF THE Bi THIS DESIGN ES APPLICABLE 10 SHOITEII SPAM TRUSSES OF EPECIIGM OF 1PJSSES SEE n18-61 FOP KQcM,&NDA11OIS. -CO11FIGURATIO01 Alp LO IIID SPECIFIED e/ FABRICATOR N -FEPETITIVE NENBER STTESSES NOT USED. -ADDITICIIAL PLATIIIG FOR NA101.1116 TRUSSES 15 RESPOINSIBIL1T"/OF FABRICATOR. -THIS TRUSS 1S DESIGNED GINLY FOR THE LOADS SHONII. PROVISION FOR THE PREVENTIM OF P0040MG MUST BE MADE AND IS TOOT THE PESMISIBILIII OF THE TRUSS FABRICATOR OR CLAR/. RIaH 4-7-a 4-4-e 3-0-0 4-4-8 4-7-a RUN 1-5-14 1-5-1, 74 PLF Fax Height 4-10-3 12 Q 6 2730 273, �!� a a• 12 Ry" 3220 3221 a /r' + a 160, FIT B61 7191 1191 660 T f 96OF 9600 In 1 1 R,+ 13.5138% 13•�I 3B% IV bxa 3W4 3x6 3x4 20 PLF 9-0-0 3-0-0 9-0-0 1-4-0 21-0-0 1-4-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1988) WIND SPEED: 110 mph MEAN ROOF NIGHT: 15l TRUSS LOCATION: (Se) area MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 737 M AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom )oint 02. Maximum Live Load Deflection of .0694 (1/15)1 Index-.098. (L/3652) Maximum Total Load Deflection of .1084 (2/16). Index-.103, IL/2333) Q(iev 3-Z2-93 WInp (YiLJS Ate/ _ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING WSF) TC LUMBER TSS' 21104 N-9 T-18 ON0d 0 ALPINE ENGINEERED PRODUCTS Inc V3000 2-0-0 LL TC 30 2X4 12 N SP ENG. FOR: TRITE TRUSS INC - SDS 5-I 1601 S. GSM PKWY. 7.0 OL TC 7 BC LUMBER PROJECT; CENTER 3708 A DATE; 25 Fed 1993 GRAND PRAIRIE. TX 75051 2X4 /2 N SP �OF ' NESS LAYOUT ID; 12141 660-3940 -{fL�'f€-ARETic �N� - L LL SC 0 SCALE 214 33.33 OL BC f0 2X1 13 SP AUDFiE55: 3/16 1AFMAFo TRIISS PI AT INSTITUTE TOTAI 47 FvrFPT AS MAY ETF • IT1O ds til 4x2 '5 13 Of assn aro 4�1ar� V /J s dN 1 J7 r d5 N 2� rx2 tl'�1,� t�5d1 tx9N 8 Al v0p d as N 2+ px2 ISO ago, Zeao,MtxaN est :tj � t 1� �b o uot�°aatle0 age txaN '60y► r BOLE X 1 a �.s 1 U ,,9tpal •6o�9p to Uat��at}aP lE :3lro L t2 VQt 9u1 �90(j %Q6{ 04r,2 �O:W.S`�O tE2Jtil 6gp ai s0�3 E6 r,"% -1 12S9Er�1 2� gut a.r-{ ! v*� OM 33s Vitt O8M 1� �0!!%; 13N Nava lv spvo 4 M A GAO `''a ,S� ' � � .prod folas s 1 pap �N1 amV ,x,03�'�;lisu3 '3dA1 Ort ` ,,�ss�4aati� l6� 1t4�► al tt i�oz s�1y t1 w Its* 499 leE1 +Es` Nrybt �1ytt •NEt //� 4.9-4 WC A� N uto'*s'30v AS') i 3''I s{N3 ao it"5 s+�S10Nlts�43ep! Nott+ tttp,� rs 10 n o��+y°s+y�'ro°ao! yt_�t4 Nt°1*y to ti �tl�� yi7%"AVIS to ots"p sl �. 4t �tt5�Nt' VS .,.*a ' go ►.,fit ipt�v. 1 �totl+ 3 Y 1 10 .011M+subt,tact *K w '," ''mil i,.30 t t91 `"'' �1t+�1 WIS U3'lS��!+�^J�1oo�t't ado pzt'at ios ritKflll ga S9t+�', ,�t t 1% At N13 oo► �"'w 9jt+~ g11.1D,iN 4�t1M 1 1 y .tn1�1Mtl'!��je..0.}of 111 �atlt1'r"wo 01%SS3 VMS at tlttl 5 1 e�itl6t stl. •,�ttP1 0 W1t p31��55i"N" to i�a9 f.11',ig1St sl i 0a�tt +1+�tea/Nt , .1�N"►a ot was+ �t o, it� r1111 ay 3lik";0 0`143t tN lat r�1 V 9 t o r+a ,so") t4 rel i to'JI6 ,a� tll� NA Ntt,n� 03�+�' M r X11 »t'jD trt° "s""'+s�y°ttr+ �s"t p4 ,n"+ p 40:6~ � fro a � t�.ti�et�At� � :rt ��NNo' CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32133-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE To : Water Department City of Atlantic Beach Date. -------------------- Please - ----------------Please be advised that the final building Inspe.tion has been completed on each of the following addreraes and construction water is no longer required: Permit Number Address t -7 " k 4 -------------- --------_-___-__--------------------------- r -------------- ---------------- --------------- _____________ _______--__--__-._-.-----_----- Sincerely, Don C. Ford Building official DCF/pah 1 cc; City Manager I 4 , i k � .f k� t ^ is `F { (situ of Atlantic +J=4 -- Moribo Department of Nutlbtng Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard 3 t Building Code certifying that at the time of issuance this structure was in compliance with the j various ordinances regulating building construction or use. For the following. Use Classification Sil18le Fi,ri l.;y i``:::37..dericEe Bldg. Permit No, v;56 Group ra r<47� Type Construction l � p f yp �.f_— Fire District At 1�rif=1 r' l;e•�c�L � '' t ' S tFtl Address F riettfi'�3 yi.h i D =v� a Owner of Building �&rt ey. R(- A . > t ctEv Ck.�i3 r34T x� 3 Building Address 1 84 irr p ide Dtivc Locality =Rt .dri '1C �F tic h, �' 32233 l By, DON' t:a F'OIt , t Building Ofti iai Date: F POST IN A CONSPICUOUS PLACE ------------i k MAP SHOWING BOUNDARY SURVEY OF LOT /✓lre BLOCK AS SHOWN ON MAP OF AS RECORDED IN PLAT BOOK 47 PAGES 85-B5B OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CENTEX Ai 1111ES LO.2PD2.97/a.</ NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT: PA,eT Of lio✓eAw"ENT CDT/, SECT/oA/ /7, TOK/NS/,//P Z fOUTa// B, 44s c 29 EAST } ' ,� G'IV000 FIAiLFi N �, �•� C C \ t O � ` V • V ,J • foi.I�,eF'Tc � v 3 ' • a � L�•.Q-•'+� �C ONC,Q ; ... 57 N � O d n1 \ •� STo,e ST�Cco tr► `� N DWELL/Ni N2 /4E►;f F/n/iS,v FCLnP t=te-gTin.v � Q}F:. e (/Su) /ro� 3 p '`) fes• " o c. j Vl � IM .� M h --� SFT LBi•< /L.9' Z ArSI.LBV S.3''.5G'is'•-E. II ILI n tj 14011 CITY OF 4&4^& Bsac4- Al Official Office of Building REQUEST FOR INSPECTION COS-S'-( 13 3 Date �1Permit No. 6 Time A,M -7 Received --- P.M. Job A ss /�7oalrty Owner's Ce�r Contractor 'hG BUILDING,--> CONCRETE ELECTRICAL PLUMBING ME ICA E7 Footing 0 Rough Wiring 0 �ough D, Air Cond.& El Re Roofing Ell Slab E Temp Pole E Top Out E Heating Insulation CJ Lintel _7 Final D Sewer D Fire Place El Pre Fab READY FOR INSPECTION A.M. Tues. Wed, Thurs. Friday—P.M. M Inspection Made Inspector Final Inspectkn 0 p Date I =__ DATE• PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREETe, JACKSONVILLE, FLORIDA32202 THE FOLLOWING FINAL INSPECTIONS? HAVE: BEEN MADS: AND AkE SATISFACTORY: I 1 t ___________._ ___... .__. --------------- ------- --------- ----------------------------------------- Enclosed are the blue copies of the permits. SIN E ELY, BUILDING INSPECTION DIVISION cc:FILE I l CITY OF ATLANTIC BEACH BUILDING PERMIT CALCULATION SHEET Address 7,1 LN k-S (AE Date Heated Square Footage -W�@ $2 : S per sq ft = $ Garage 3q $ IS,6(D per sq ft = $ 6 Carport/Porch @ $_per sq ft = $ Deck @ $_p e r sq ft = $ Patio I U @ $ !V,00 per sq ft = $ 32-o TOTAL VALUATION: 51 1 4 1f at, 0 Total Valuation 1st $ S01.006 9,qq 5 6 Remaining Value $ ,Ll per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 1& 2-- (1 ) Fireplaces @ $15 -00 $ 4?.6 BUILDING PERMIT FEE $ qC71- 01-1 - BUILDING PERMIT WATER CONNECTION SEWER CONNECTION $ 1-2 A-0.6.0 WATER METER/TAP $ Ys-. 0 0 CAPITAL IMPROVEMENT $ ar. 0 0 RADON (HRS) .0095 $ ,& 5 RADON (CAB) .0005 $ SECTION H PAVING $ HYDRAULIC SHARES $— OTHER $ GRAND TOTAL DUE _71 ADDITIONAL PERMITS OR FEES: Mechanical-—; Plumbing Electric/New Electric/Temp_.._; SwimmingPool— Septic Tank__ _; Well-----; Sign— _Finish Floor Elevation Survey_.1____; Other CALCUEATIONS and/or NOTES : CITY OF lei( Yq4a& Be=A-49"' Office of Building Official REQUEST FOR INSPEMON Date 6 -15 -93Permit No, Time —42:) Received --- P.M. Job Address Locality Owner's Name .--,------Contractoi BUILDING CONCRETE (2L:ECTffllV�FL �� PLUMBING MECHANICAL 10-1 Framing Footing Cl Rough Lj Air Gond.& 12, Re Roofing 1: Slab E Temp Pole 0 Top Out 0 Heating Insulation C Lintel ILI" Final Sewer D Fire Place 01 Pro Fab READY FOR INSPECTION A.M. Mon. Tues. ed.' Thurs. Friday—PM. Inspection Made Inspector- Final Inspection Certificate of Occupancy C'. Date o- 47 V as m � %!k m9R G G LL L `t'ZWa o CG O W m �- V a m N 01 q* O u- Al p ��a r r 0 � 2 o9N U m Z m J Y d CITY OF 4 lg -A;& Office of Building Official REQUEST FOR INSPECTION Date _r ( Permit No. Time [ L A Received T P.M. .48# Job Address Locality _J Owner's Name Contractor BG CONCRETE ELECTRICAL. PLUMBING MECHANICAL C Footing Rough Wiring Rough r Air Cond. F r, Re Roofing n Slab E Temp Pole ❑ Top Out ❑ Heating Insulation Lintel E Final Sewer C Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made Inspector_�f Final Inspection ❑ Certificate of Occupancy 17 Date 1 /CITY OF 4& /3"-d9&u*J4 Office of Building Official REQUEST FOR INSPECTION � 1 Date Permit No. Time ` A.M. Received P.M. Nf Job Add, scality Owner's Name Contractor BUILDING 'CONCRETE ELECTRICAL PLUMBING 44 ECHANICAL Framing ❑ "F6�ftrtt)—'—""" � Rough Wiring Rough Air Cond. & Re Roofing F7Slab , Temp Pole Top Out n Heating Insulation Fl Lintel Final Sewer _. Fire Place Pre Fab - - READY FOR INSPECTION A.M. Mon. Tues. _ Wed. Thurs. Friday P.M. Inspection Made Inspector Final Inspection i=; Certificate of Occupancy C' Date ta'2 1� /CITY OF 9 Office of Building Official ✓�� '�( tj REQUEST FOR INSPECTION 6 -706 �s 7©7 m Date Permit No. Time ' G A.M. Received / PM. f Job Address Locality Owner's D Name Contractor BUIL CONCRETE ELECT ICAL`� P ING MIEHAN�Framing Footing ❑ Roug i mg oug ❑ [L�. Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. z. n ' A.M. r tit Inspection Made P.M.) Inspector al Inspection ❑ ».. \ Certificate of Occupancy ❑ Date //jj''-�-�-�,��,,� //CITY OF nn _� .�e T &4M, W 1S�-0;k19* 4 Office of Building Official REQUEST FOR INSPECTION Date �� Permit No. Time ' A.M. Received RM. Job�A -s Locality Owner's - Name Lc 11 -1, —1,-- BUILDING CONCRETE . ELECTRICAL PLUMBING MECHANICAL `_ `1 Framing z f Rough Wiring E Rough Air Cond. & Re Roofing C Slab Temp Pole ❑ Top Out Heating Insulation r Lintel _ Final Sewer a Fire Place Pre Fab READY FOR INSPECTION . A.M. Mon. Tues. Wed. Thurs. Friday M C A.M. Inspection Made _r / P.M. �4c- C Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date TRANSMITTAL DOCUMENT FOR JRA DATE: The following permits have passed "rough" inspection: Perinit No. Address 4t--------------- 'OV/ Enclosed are our (blue) copies of the permits. Please update your records accordingly. Thank you, 13UILDING CLERK CITY OF ATLANTIC BEACH /VCb 7C :a CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:..— !.. '2.�7 19 4�3 ��4 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOFo AND IN ACCORDANCE WITH T14E ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. S ,fie e e ELECT ICAL FIRM% MASTEO E E CINIc}Ng11 gE ,NUgNRYMAti ' �.a le X 11y�es / cg 7 ��e�t'Jl e. �!/1 NAME.• .. ADDRESS:., • RFD BOXY. :.r BLDG.SIZE BETWEEN: RES.(VI APT.( ) COMM.( ) PUBLIC,( 1 INDUS.( ) NEW h/f OLD( I AEW. ADDITION( ) TRAILER ( 1 TEMP.O SIGNS ( ) SO.FT. SERVICE: NEW{ INCREASE( 1 REPAIR( 1 FEE CONDUCTOR 812E AMPS 150 COPPER ALUM. JMTCH OR BREAKER AMPSI PH 13 W D O EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE l LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL t 0.30 AMPS. 21-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT 6 M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING },C CONDITIONING COMP.MOTOR OTHER MOTORS I AMPS CEIL HEAT: KW-HEAT ; l' 0.1 OVER MOTORS N.P. VOLTAGE PHS NO. 11I•P. VOLTAGE PNS •s MISCELLANEOUS ' r■ rrw DEPARTMENT OF BWL©1Na` CITY OF ATLANTIC BEACH ,. PERMIT INFORMATION INFORMATION --- P'ermit Number: 6707 Address'; 1484 LINKSIDE DRIVE Permit Types MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW --------- - L20AL DESCRIPTION Constr. Type: WOOD FRAME Lot : BIOck: Section: Proposed Use: SINOLZ FAMIL T'acana P< RNG DN4e}.l ing : I. Cade: 0 subdivistoo,e DRLVA LINKSID'II R Timate+ value. $0 .00 ImPr,ani. Clost $0 .00 Total Fetes : ,.k $47 .00 we s . ' $47 �4 Ua _4 _L3 rk`:I}e TEAL HEAT ANIS AIR IIV N� SIAtGLI� AfiI!ILY RESIDENCE S' a .» .... .� a TIONirk APPLICATION FEES -_,. - 0 N , ar. '.Af' � .PE +IIT $47 .00 DRIVE WATER IMPACT FRH $0 ,00 I H, FLORIDA � a 5 I AC FEE ' ata An , �g ��r e P b` 3 � � , RADON C3A8,.H R, 5. $0 .00 0 FORMATION RADON ,Obi - 4 $0 .00 Name t D " T , & AI WATER 'TAP $0 .00 Addy s r,�, T FAM"R51' +t1:R..TAF ... �.m ,0 OA .CACI{ LLE, FL 322`57 HYDRAULIC SHARE $0 .00 I+ exae.r_ CAAI RRso ov �irry'I�1"1TR1�RC"7I r.FEE00 T FEE . hv,_q NOTES; ¢k 4 NOTICE-ALL CONGRSTE FCIRIIhS AND FOOTINt3S MUST BE IN8PLCT00__ RE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUIL IMC MATFflIAI,flUBBISH AND f EBflIS FROM THIS WORK MUST NOT BERLACED IN PUSLIE'SPACE,ANb MUST BE, CLEAE Efl UP AND HAULED AWAY 6,Y:EITHER CONTRACTOR OR 011Vt�lEfl 4#A#LURE TQ COMPLY 'WITH THE WIECMANICS' LIEN LAW CAN 'RESULT, IN " TNS PR PE:RTY"OWNER PAYING TWI E FOR 6`UIL# IN 1MPROVIt TENTS." r }" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJE �T �p REVOM0014II� VIt3LAfiICN.G3F APPIICAB4E PfIOVtSIONS OF LAW. IITI , �, z R. � -i ATLANTIC BEACH BUILDING DEPARTMENT BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH. IrLORIDA 32233 APPLICATION FOR MECHANICAL, PERMIT CALL-IN NufaerR IMPORTANT — Applicant to complete all items in sections 1. II. 111, and IV. (. 1�L�RE_ LOCATION street Address: 1 484 LI KS DRIVE OF Interjecting street&: setween SEMINOLE ROAD And ATLANTIC BLVD. BUILDING 4 SA—L_ S?_�.___ Sub• ninon INKSIDE L T 1 58 II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to re•fc— said -o-s •- a::: oa•:e with the attachjid plans and specifications which are a part hereof and in accordance with the City of Jackfon.Xe ordi-ar•ces a•s +•a•.e ai of good practice listed therein. Name of Mechanical Contractors Contractor (Print) MANDARIN HEATING AND AIR Matter CACA1 2623 Naso of ►►eperty owner CENT X HOMES 3 Syasture of Owner signature of er Aufhori&ed Agent Architect or Engineer III. Ei:BdERAL INFORMATION A. Typeaf boating toot: E). IS OTHER CONSTRUCTION BEING DONE ON Etlaetrie THIS BUILDING OR SITE?. YES Q Gas—❑ V ❑ Natural ❑ ConMel Utility IF YES, GIVE NUMBER OF CONSTRUCTION Q Oi PERMIT h 5 S h ❑ Other, — SI»uh IV. MECHMICILL SWIPMWT TO EE INSTA4W NATURE OF WORK (Prev4o eempbte Ret of compomenh om back of this forms) Residential or ( I Commercial Q heat ❑ Space ❑ Recessed ft,,Gntrol O How New Building 7a AirComdrtioning: ❑ Rooms Cl,,Gntrol Cl Existing Building .Q Dock System: Material ROAPT) Tblcksos 1 e ❑ Replacement of existing system tdosim4sm copacity 1200 c f.m. New Installation(No system previously Installed) C) O Extension or add-on to existing system Rafrigerotion 0 Other -- Specify Q C06449 tower: Gp.cih 9•p�s• ❑ For sonklore: Number of heo� Q Efeveter, ❑ misadiN ❑ Escalate► (number) THIS SPACE FOR OFFICE USE ONLY Q 00"60 pumps (Mlrmber) (R-oh") Q TnekL (number) Remarks Q VG cents; (Number) ❑ Uofire�preeagro vnael O SohnPermit Approved by Dat+ p O#, — Specify Permit Fe- LIBT ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT capacity Approvfar 11ua+bet Vdto DweslQikosk Mod Nturtttee Manufacturer (Wos) Ajeaty 1 CONDENSOR TWR03U TRANE CITY OF 4&4atis Be4c` -lk*iJ4 Office of Building Official REQUEST FOR INSPECTION Date 1-93 Permit No. =" / Time Received n J dres Lo lity Owner's s =_rC- Name Contrac _ BUILDING CONCRETE ELECTRICAL PLUMBI MECHANICAL Framing ❑ Footing E, Rough Wiring - tt Air Cond. & Re Roofing ❑ Slab E Temp Pole Top Out ❑ Heating Insulation ❑ Lintel Final D Sewer ❑ Fire Place C7 Pre Fab READY FOR INSPECTION--- , A.M. Mon. Tues. Wed. 'Thur..' Friday RM. Inspection Made 3 Inspector / Final Inspection Ej Certificate of Occupancy E Date 1 661 :01EPARTMENT,OF BU1LOW11 CITMOP ATLANT#C PERMIT INFORMATION ,�� „ . �__`. _., ',Lt9C1 t�)w .I (FORM 100 ,�,�..------ Prri,t Neer: 66.21 Adrss 1484 LINKSIDE t9IIVII Permit Type: PLUME ING ,ATL ITIC BEACH, FLORIDA 32233 of Work; N LEGAL DESCRIPTION - C€ ns�tr Type o WOOL FRAME. � Lot! 158' , _Bl�o Section Prposed Use: SINGLE FAMILY �C�tRXiSh' RNG: 0 DW6 I lings 4 1 code. 0 Sud vis on,t ELWA LTNKSIDE stilted Value: $Q 00 Improv. Cosi ; Sx Ttat Nineau�'4 , ION, yo "� "" �� .. : APPLICATION FER -- PERMIT $6,0 . 50 A d> ss.' IIdR `TIE NA I fI AO " FEE 01 o .oo Ph td 4 RADON CA N.Rwa, 0 .00 OAS 4.00 i a ; QN �[ LUMBIN me WATT : ' AP. .. . Bt JAC t „ T,.LE.� 'LA . 3 21 TI ?NAU IC ERASE 0.4II Li � `;� Q1 Typ 4 RE�TNSPIaCfi 'FEE SEC-R" IMPACT "EE So 0% w.w,ra'm . , 40 �qn Na+OTt ES, k NOTICE ALL CONCRETE'FQRMS AMID FOOTINGS MUST BE NSP CT90 SEPORE POURING PERMIT VOID SIX MONTHS AFTER HATE Of ISSUE UtLD.ING MATERIAL,RUBBISH.AND DEBRIS FROM THIS WORK MUST NOT 8E PLACEII IN PUBLIC SPACE,AND MUST BE CLEARS[ UE AND HAULEII AWAY`8Y EITH eONTRACTOR OR OWNER `'`FAILURE TCS CflMPL.Y WITH THE MECHAN# ' i.# W LAW `CAN RESULT IN ` t Rt ' ~RTY OWN I E I A "INC TWICE R I 3 tl tS 1 pa V" LENTS." ISSUED A0001R©ING T4) APPROVEO'.PLANS WHICH ARE PART OF THIS PERMIT ANC!,SUT TO AFE . Y+1# 1.�4Cts 1#+1R Pf'LICAE3LE,PRovI$#!DN$OF LAW. TEt+11iE i6 . 31I�II:,E NG DEPARTMENT *;, n� CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERliIT JOB LOCATION. l PLUMBING CONTRACTOR:--DON HARRIS PLUMBING,INC. LICENSE NUMBERS: C-Efe-n-0-1-11 9 4 OWNER:----------------- ------- ------ — -----------------------404-- BUILDING CONTRACTOR :— ______________________ — — ---- — ----------- TYPE OF BUILDING: ____SINKS SHOWERS '____LAVATORY WATER HEATERS BATH TUBS / -- DISHWASHERS ---------- -------- URINALS / DISPOSALS —__CLOSETS ------ --WASHING MACHINE FLOOR DRAINS OTHER 7 TOTAL FIXTURE COUNT -------------------------------------------. ------------------------------ INSTALLATION OF PLUMBING AND FIXTURES -MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE:-t,, N i..�. 1�. i I 1,�.' 1 i; _.. / �..) - r is .,,., i..'.� ' E e�l,' "-. ., .. __ _. .-.� _.� .�-y _. .. .. � ,.. ,. ...,, + _ ,. _� ._ _ _. , _ _ . _ _ ,. r �� .: _� r c` .o , . r 3- 3�_ .C'j� . _ . . __ ~1�l�� FL0RZOA ENE�6Y EFFI� I[N[Y �0D[ FOR GUILDIN� LON�TRU�TIO� ,^� u F0RM 6DOA-93 Re�id�nt �a| ��m�o�en� �� +s�rlpLiva Mf� hod � NOrT�� P�OJECT NAME | �UILDE� � AN� �DD�E�5 � ' PEPMITTING / CLIMATE | 0FFICE ZNE ' �WNER � | P[R�IT N0 ! JUKI�DI�TZDN NO . C� l . Nmw �una�ru�Lion or a��i��on l . N�w Cunu_L�on f�mlLy d 3 C! or Mul�ifami �y aL �a�hed 2 ' �ln�l�-F�m�ly ____ 3 . lf MulLlfamily-Nu - of unl�� 4 . If Mul�1famllr ` lm ��i� a wur�i �asa ( y�o�nu ) 4 ' ____ � . Cm�di�ion�d fluor are� ( �q . ft ' ) 5 . �647OD ____ � Pr�duminanL a�v� uverhanC) 7 . Porch over�an� len�th / f� . ) 7 . O .00 jea and ncil� �onC DVuble Pane 0 .O��f� 161 .4Ooqft :D ' Tin� , fil� 0r �ol�r �creen S� . D .Dsqft � .DOa,qft 9Floor Ly�e and ineu}atimn � �O .Net W nd inoula�ion � 1'r A. R-value ) 1O�-2 lingd lnoulaLion ' a ' Und*r �t�i� ( Ir�ul�tl�n R-value � R=l9DD , �47 �DO� � 12Air � . DucL� ( Inoula�inn + Lucati�n ) 1�� = � .DO , un�ond 1� 'Coolin� �yo��m l3 Ty�� ConLraL A/C ____ 1� .HuwaLer �y��em � �5 . Ty�e E�eotric EF ' O '93 1b 'Hot WaLer D�P-D�dica��d He�t �ump ) 1S 'HVAC Cr�diLa ( CF-Ceil�ng Fan , �V Crooa vunL , 18 . CF ____ HF-whol� houee fen , �B-AL�ic radi�nt ba� rier . MZ-Multiznn� ) 1g .E�Z ( mut nut enr:eed 1OD puinta ) Bu t p�ints 1 28691 .71 b ' To tl Bas puin�s ------------------ - - -- ------------ --------------------------------------------- -------------- --- ---- -- ------ - - -- - - -- -- - - ----- ------------------ ----------- I Her�by o�rLify tha� �ha �l�n� and | R�vi�w uf �he p�ana and opecifiu�Lions op�clfio��l�n� coyeraU �y �hi� c�l�u | red b� ��is �alculati�n lndivaLam Fl�riJa �n�rgy Flnrid | �uJ� ' 8�fur� �ona�ru� Lio: i� �om�l��ed | thi� bulldin� wi} l bs inC��La� f�r | mPllan�� ln ac�ord�nce wl �|) S�c �lon \ | T h�r b if h hID U ' ln �o li ' . DWNER | GUILD ---- ~ //^�/r~ \ � ~ �� ° ~. '0u�� &V (~�( q � R9A�l4 DEPARTMENT OF WILDING C TY OF ATLANTIC.BEA614 _.. .�. PERMIT INFORKATION L0gATIO*' INFORMATION; ;Permit Nix aer; 65156, Addroisi 1 4, LIN)SIDE DRIVE 4 Perms t Types E3LILLI?I90 Fi'!`L�N'X'IC BEACH, FLORIDA, 32233. Clan of 'Works NEW __� �� L GAL` DESCRIPTION Constr. , `Tye► s WOOD, F AME L+ i s L 5�8 E L'cr k s Section., >� r€pose Use: SINGLE FAMILY � Tolwn hfv-'- i3wel ling s C.00 ;C Q Subdivist 'I SELVA LINKS'IDE Eat i acted Value: $65$44 «U Tgtl Ag h " S26fl3 a !7 Amol $26,03.47 �- .� T tON _ ,._. .AP PL I CATION FEES ----- STATE -_- t, ilSTATE PE�� ; �49'fi ,00 AdtL E O ' 1,01 DRIVE 139 � I WA I3� ,FSC' ,�E`ER 13th. 0 _ R L P'LOR 11 5r "Al„ ' . � �� W � Ph a.. -WATER XZTER' $85.00 OT - RADON OAS-H-.R.S. $15 «65 .' SRADOR 'CAB - 5%, $0. 82 T MATER-TAP-', o .00 ., 71`dd> was : 662'4 HPO;INT DRI 'E EEWVR "L'A'P $O .�tG r .ACR LLS, 'L 32,216 ILYO tAU .0 B ARE �00 Li es 34Type 54 RE_INBFECT FEE FEE- 0 e �e�TEERr.�t-r�r lllfl�. « EJ "k.•ria�"r„w.. `Nt)TI*S: JN©TICE-ALL CONCRETE FORM$AND FOOTINQS MUST 13E H+�$i�ECT>E*Q BEF©RE POURING ' PER VOID SIX MONTHS AFTER DATE OF ISSUE BUiLmNG MATERIAL,RUBOISH AND DEQRiS FROM THIS WORK MUST MOT.BE PLACED INPUBLIC SPACE;AND MUST BE CLEARED UP AND HAULED AWAY'13Y EITHER CONTRACTOR OR OWNER ;PA LURE TO COMPLY WITH THE' MEGMAN#+��►' L1E�+1 L�klill SAN RESULT INTHS PREIP TY aVlltV3 PAYING TWICE. FQ�t I; IP �t�?V MENTS ” ISSUED ACCORDING TO APP,ROI/ED.PLANSWHICH ARE DART OF THIS PE"Wf-AND SUBS . RE OR ' IIOI,A`CIiJN©F APPLICABLE PR01lI'SION ,OF LY1W. ,13. 7T ATLAI+(TIC BEACI-t BUILDING DEPARTMENT'-..= ` '° ..� . ..w � ,:.. � if .-_� .. _ v _ .. _. ��' � .. i ._ .t ;r. ,. y 1 r ,. :..,. � .:� � e :. � _ 1)..,. ,. .. �.. ,. p _ r '' � '' `' . "1 , ... .. + 1: � :: t •- 1 i .i .. � - �. ... " .. � ... ... .. r, '�i .... .. �. }t i i, 'ili �.. C::� ' . ,� ' ,_ �+., � ,.. _ .� 1 '� .� .. ,... {,. - .,, _. _ . ,. .: c� .. __ ,., .r _ .. M _.,._.. ��. �.�.l..-4 ... .__. ..,__ .. ,_ � � :. �_ i i�z -. � �-' � _ ,. ,_. �r' �}l r -, r ,� 30 -�3 E , j -. AVE Epp 701�7 p MW , 3 0 C oda f or Pu z. FLA. 1?67 LAWS FS 717.17 1�•' Aratirr o C��ax�tY�txt �eYrt�etf IPR tIARt IH PUPLICATtI To ivllom U mug tourenn The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. i Description of property.......... �T. \v 7- ....................................... � l_,.. � .................... ..... ........... .......... .............. .......................... .................................................................. ....................................................!:::�.....:.....5........................`:..r.............'.......................................................................................................... A cordin to lat thereof recorded in plat book, pages C......................9............... .................................................................... .................. .................................................................................. of the current public records of Duval County Fla. ................................................................................................................................................................................................................................................ General description of improvements...............Construction of Single Family Residence .... ... .......I....................... with....g .7..4.ge...on concrete slab...................................................................................................................................... RETURN TO: , 6620 SOUTHPOINT DRIVE #400 JX.FL. 32216 .......................................................................................................................................................................................................................I........................ Owner........CENTF.X....REAL...x;S.TATF....CORPORATION............................................................................................................. 6620 SOUTHPOTNT DRIVE #400 JX. FL. 32216 Address.............................................................................................................................................................................................................................. FEE SIMPLE Owner's interest in site of the improvement................................................................................................................................................... Fee Simple Title holder (if other than owner) Name.............................................................................................. ......... .... Address............................................................................................................................................................................................................................... Contractor..........S..AME...AS OWNER ..............................................................................................................................................................I.......................... Address............................................................................................................................................................................................................................... Surety (if any)................................................................................................................................................................................................................. Address.................................................................................. Amount of bond $ Name of person within the State of Florida designated by owner upon whom notices or other documents may be served.. NameC kt .....�..1 :... .................... ......................................................................................... // r c � L Addres's....14 .G�N. ..t..t. .......�.....c..:....s . In addition to himself, owner designate;; the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). Name .................................................................................................................................................................................................................................. Address.............................................................................................................................. .............. ......................................................................... THIS SPACE FOR RECORDER'S USE ONLY CITY OF ?RCPERTY DESCRIPTION D �e �+�� Tz��QatiC _ot *A� 0�__Blcck 0 Section' _ -_ RAAR 1 1 l? 7I60CEAN B041 EVARL) ____-___ I- _ -M 1 J P.0.BOX 25 ATLANTIC BEACH.FLORMA 22231 and Zoning TF.LF.PNONE(9;J4)24+2.9; atr(?et Hamm [ ` DESCRIPTION OF WORK sr Address: l �t ►�__S_ 1_ __�_1 �_11`_�_. _ wI1 in • FLOOD HAZARD 'load Zone: -------------- complete page 3. Brief ��11 Description: Class-0t Mork: iHev/Remodel/Additiont-_- _� :011ING INFORMATION Type of Constructiont �- �- h !� :oning Proposed S C eistricts ll- _-_Uses________~---_--+---- Estimated Value f _-___- exceptions or Materials N, _1Riu- arionces Oranteds_NUA)`� Solid or ------------------------------------- Filled Grounds.............Roots___________ OWNER INFORMATION Method of Heating s PropertyOwners- s ------------- Phones Moiling _14L:i1.._ 51 � `. E_ N�:.L�=`at= Address- ----------- A. ---�1- 7�- -----��-='�--a ------------------- Zips- K------ CONTRACTOR INFORMATION S rxs2_ ZLS Contractor s----- =_��_�-------_--..- )-�-1�- Mailing Addrepas---------------------r------------ ------------------------------------------•------ Zips--------------- ]� _22_ - -_C' Expiration License Humbert_--__ d_ ---------------_ Dates-------------- I NERENY CERTzrY THAT I NAV[ READ AND [%ANIMED THIS APPLICATION AND KNOW THE SARC TO CE TAvE ,! AND CORRECT. ALL PROVIRIOIIs OF TN[ LAMS; AND ORDINANCES GOVERNINO THIS TYPE Or rORr. WILL eE COMPLIED WITH, WHETHER sP[CIFIED N[R[IN OR MOT. TUC GRANTING OP A PERMIT DOES NOT PPEC'J'E Tn ° + +� GIY[ AUTHORITY TO VIOLATL OR :!:Cgoj N ►R ISIGNs OR ANYFEDERAL. STAT[ OR LOCAL RLS:. REOULATIONS. ORDINANC[s. OR LAW! Y N N . INCLUOINOIIE GOVERNINO Or CONSTRUCTIOM o" T�'E PERFORMANC[ OF CONSTRUCTION OF TCC I UNDERST THAT THC ISSUANCE Or THIS PERMIT I7 CONTINO[IIT U►ON TMs AROV[ INPORMAT ON REI U RRECT AND THAT THE PLANS AND SUPPORTING ,mss fad • , DATA NAV[ WEEN OR !MALL R[ PROVI As R I Q (� r A Date _\ `- - II'�;� Ovner Signatute --- ---- - - ------ - i, " �_!,`'! Contractor Signature__________`_ ____________Gate __ CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FlkTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. ,7- BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 2- WATER CLOSET WATER CLOSET, TANK OPERATED, (4) VALVE OPERATED (8) -IBATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) —LAUNDRY TRAY (2) LAVATORY (1) —COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 V POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) -URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) —LAVATORY, BARBER/BEAUTY LICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) —URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS $20.00 EACH $ 00 JOB 4 t 4 4 1 1 1 A 1 1 11 13 4 1 1 1 ! A 1 1 4 6 *4 a W7 tWT TWO- 1 14,d"',4.t P. f I t V 0 VAT*11 *1!*A*1 1*tT TT v An-BUILT -L Ass ORIEN AREA 35PM POINTS SC DRIEN AREA x SPM x SOF c 2400 65 .8 1S70 . 2 DSL CUR E 24 .0 70 .7 .91 ZWK' 1 5310 55 , 3 =17 .7I DEL CLP 15 .0 66 .2 .80 714 . : DeL CLP 150 66 .2 .80 DCU ct k 11 , 7 Ak , 2 .80 L (, 11 .7 m .2 w Woo 656 5S27 .Z Wt C L,' 0 is '& 70 7 01 1 ?10 a 7q . 7 .91 3 10 DOL CLR w 12 .0 70 . 7 .32 884 "'' c" !jl 180 7q .7 1010 DDL C L 1p , o 79 .7 .91 3310 -- - --- ---- - - --- - - LASS G L A S'-'. _11)N"D FLOOR TOTAL GLASS ADj . GLAS5 A D i G AREA AREA FACTOP POINTS POINTS POINT,--, nREA CSPM POTNTS fTYK, A- VALUE nREn 5PM 70IN77 q86 .0 .9 987 . 4 F0 Wond Frome 110 nn6 ,n 1 . 70 117� _` Adj 149 .0 .7 104 .2 Adj woot Frame 11 " 149 .0 D0347 oxt 21 ,0 61 129 . 1 Ext insulato.'' 21 .0 4 . 10 0 2 . 0 4S . 1 AK wov-, 1c .0 2 .40 5 CEILING5 --- - - - - - - 0 iu470 .6 unday Atto- ! ? ,0 W47 .0 110 FLOORK- - - - --- - - SO lb7 .0 -37 ,0 - K179 .0 Slab --d - ni ad,, : �7 0 -11 . 10 Woo ai 1 NF 1 L TROT 1 ON -- lbq7 .0 0 .0 Q176 .0 Pi Sk 0 ico K- 1647 .0 3 .00 12176 .0 TOTAL SUMMER POIN77, 25 .406 .01 2C ,7j0 , W_, TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM CREDIT COOLQ('� CUM PTO MULTPOINTS COMPON RATTO MU�T M!W MULT PCINT` W 1 . 00 1 . 100 .340 .060 6 ,u64 .77: A i A 4 AV oil WINTER 1ALCUL ATION ,- 7 "" On - BUILT TASE CRIEN nREA t swpm POINTSI TYPE C QRIEN nREA WPM WOE POINT 7 - ------------- ------------------ -- - 10 ,6 -254 . 4 00L CLP E 24 .2 90 . 75 506 .0 DPL CLR n .89 -300 .�, 17;117 1_ I-L ls 'o -22. 4 09 - 380 .f D 6L F 11 . 7 r '89 2% OUL CLn s 11 . 7 -28 .4 Rq _296J._._� DFL CLP W 1& .0 -9 .2 T5 DSL CLR W 12 . 0 . 79 -00 DOL CLR w 1KO _%2 .75 -124 '__� DEL CLR w 150 -9 .2 .75 -124 . ' .15 CONC . FLOOR TOTAL GLASS ADj . GLAS5 ADj GLASS GLAS',- AREA', AREA FACTOR POINTS POINTS POINT_, - ----- - - - --------- . 1� 1 ,147 .00 101 . 40 1 . 5ni - 1 710 .04 -2 ,613 .73 noo .0,1, =- : AREA SWPM POINTS 7YP,'-- �-VALUE AREn WPM POINT '' 036 , 0 1 .70 SK ., Ad ; Ww& Fraw 110 149 .0 5 _60 24L Z10 123 250 .3 Ext 1 �wulatw,_! 21 . 0 a40 ndj 180 11 , 5 216 .2 Adj Won! 50 21 Q CCILINCC UA 1647 .0 1 . 2 1070 . 4 Under V 10 .5 1147 .0 2 ,00 C2�4 F,_OORS Sib 107 .0 K? 1480 .3 Siab, an-Grad,-,, .0 1 .0 10 ,00 7 , 4 12187 .K 1047 .0 7 , 40 12127 , _-' Ta7AL WINTER POINT-_:, 16 ,21107 21 '091 911-11 TnTAL SYSTEM HEATING TOTAL x CAP DUCT SYSTEM x CREDIT HEATING WIN PTO MULT POINTS COMPON RATIO MULT KlUL7 MULT PnINTl_ ' 00 1 .00 1 . 100 qG4 1000 11 ,220 . 3-1 144 11 41*111 11 ! A! 1414144 VIA : ; 4 1 1 4 1444TATI ! EyiW BASE A5 - ZUILT TOTAL TANK VOLUMF EF TnNK MULT > CREDIT DEDRV'_ R AT I MULT ---- ----------- - - -- -- 3 38000 11 .409 .00 40 ov 1 ,000 3543 .? 1 ,00 10099 .0() SUMMARY 3 L 1 A 1 r i A T I 1 11 BASE AS-BUILT COOLINC HEATING hi fwlT Ivh^i TE R TO T A L C GOLiNG HEATING HOT WATER TOT0 POTNTO POINTS + POINTS POINTS POINTS POINTS POINTS POINT'' 9400 .2 8916 , 5 11409 .0 29 , 72S .70 0664 .3 1122? .4 10798 .0 2a ,69: .711, Fur Mailmd information of tha [PI rating numbw or for any ITEM llwtad , ask mur Builder yor EPI= 9b ' � DCA Fain QOcn-K2 or 7�rm 100c 7'': C 12 20 3O 10 SD �0 70 GO TO lDD ' ------------- - -- -' - - - -- ---- ----- -----X - / ' The maximum all"WWe CPT is 12D . 7Ko lo�*. 00 77I " ;a .omr� ' fficilnt " Ke kuw - REGZDEKTZAL [NERCY PERFORMANCE RATING SHEET I�EM HOME VALUE Lou 09cioncy Hlnh Eff�c�an�y SIN6L CLR DOL TINT WINDOWS Dmuble Claar / -------------X------- ' ' . . ' . � . . . . ^ . . ' . . ' . . . . ' INSULnTZON - . . . . ' ' ' ' ' . . ' . . ' . R-1O �-3O Ceiling R-Value . . 1q 'O ` ---------X-- ------ - - / r?-O wall R- Value . . . . . . . . . 11 .O | - ----- - --- -------X ! R-0 R-l9 Floor P-Valua ' ' ' . . ' , ' . ~� D ' X-- - --- ---- -- ----- -- / nIQ CONDITIONER . ' , . ' . . . . . . . . LOD �E�� l7 .0 SEER/EER1O 3 / X-- - - --------------- ` ` ' . . ' . . . . . . . . . . . � 7 HEATING VY&TEN ' . . . . . . . . . . . . . 6 ,6 HSPF 12 .0 Mutric CDP/HSPF . . . . . ' ' 7 '0, | �- ------------------- | D '7� �FUE 0 .90 �FUE ^ ' ' ^ . . . ' . . ' ' O .O -- - WATER HEATER � ' . . . . . . ' . . ' . . D O '96 ElecLric EF . . ' . ' . - ' . ' , . . . O .92 | ----- -------X- -- ---- ! D . G4 0 .�� Gas EF ' . . . . . . - ' . . . 0 '00 / - ---------- - -- -- - ' noluv EF . . . . . . . . . . . . ' ' | ----- ---- - ---- - | OTHER FEATURES . ' . . . . . . . ' - ' ' . Energy Cuda have be: n installed in Uio house , �u1lda. Florida Energy Code for Building Construction 19�� 7orlda Department of Community Mair , FL -EPL {A4007 �* INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST t * '�� -1 z 0- 77 = 1=10� "W=_ - W 7= nn" - "&=Z� _===== low= V�== 07 �� COMPONENTS SECTION REQUIREMENT! FOR EACH PRACTICE on 7� 7n=0 1 _ . _ : � - � 7� — on Av� zn�� "� 2W�� PRACTICE Al 600 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVE' ' -------- - - ------------------------------ ---- ----------- Andows 606 . 2 6Db . 1 Maximum of 0 .34 [FM pe) linear foot of operable saoh crack ( includes sliding Glass doors ) . Ext�rlor & 006 ' 1 Maximum of 0 . 5 [FM per eq . ft . of door area : solid Kjaoent co[e , wood panel , lnsu|ated or glass doors only . Exterlur joints 606 , I To be caulked , gasLrted , waather-swipped o/ other ,. & Cracko wise Sealad . PRACTTCE 32 6D61 r0MPLY 4I7H PRA[TIC[ NL AMD THE FDLLOWING � _________ ______________ _________ Exterior Wc110 6O6 . 1 Top pla� - aealed . Inflltravion balr ! �/ � Floors installed , %l; plate/fluor joint caulked or sealed . Exterior Walla 606 , 1 PenetraLimns , joints and cracks on interior surface ' caulked , sea led or Qasketed ' - -- ----- --------- ------- -------- - '----- -- - - -- ---- --------------------------- Du��W�rk 606 ' 1 Uuctwolk i : unconditioned space must be sealed . _____ ____________ ___ _ �irepLjoao b06 ' I Equipped wiLh vuiwlde vmLuotion alr , doors and flu� dampers . Exhaust Fana 60U ' 1 Equipped NiLh dampers . Combustion devices see 606 , 10 .2 _______________ _________________________ ___________________________ CombueLion 606 . 1 Be i: u:cVndiLiuned space ( Except direct vent ) , draw Appliance-_ air from unconditioned space , exhaust to outside . Cooking appliances shall be dampered and use intermittent ignition . -- ------ --- ------ ---- --- ---------- ' -- - - ------------- - - OTHER -------------- - OTHER PRESCRIPTIVE MEASURES ( must be met or exceeded by all reoidences - ) 4 ,� Watar Heaters 612 ' 1 Comply with efficiency raquirements in Table 6-12 Switch ur 1eariy m" ; ked ( irouit braaLer ( electric ) or cutoff ( gas ) mu= bo provided . External ur built- in host trap reauirad , �wimming Pools 612 . 1 Spas and heabad pools must have cnvvrz ( axoept aolar & spao heated ) . Non-commercial Pools must have a pump timar . Gab spa & pool h*aVers must have a minimum thermal efficiency of 78 peroent - ' - --- ----- --- --- - ----- - - --- - --- vhowwc Heads Heads 612 . 1 Water flow murk b� reotrlcted to no more than 7 gal ions per minuLs j! GO FSIG ' ----' --------------- -----------------' - - --------------- -- ------ -HVAC ouct Duct 610 . 1 All JucLs , fitLinga , m*chani~Al aqulPmnnL and ; lenum [unutroctior; chambers shall be mechan. oally attached , sealed , ino- Iooularion uLated and inaLallod in accordance with the criteria Installation of Section 010 ' 1 'ABC '2 & 610 . 1 'ABC .3 ' Duct in attic.-,s, must be iAsulat�d to a minimum of R-6 . Air handLeru shall not be installed in attico unless in mechanical oloset ' ---------- ----------------------- ----- - ------------------------- --------- - - - HVAC Controls 607 . 1 Separate readi1y accessible manual or automatic ' thermostat for �ach system ' inaulation 1,04 . 1 Ceilings minimum R-10 ' Common Wallz Frame R-11 or 4tCti.AR _ oov_ .A OMS4M of AO" Erimwed Pr�, 4ir— 1801 South Great Southwest Parkway-Grand Prairie,Tams 75061 * 2141GW940 CLARY FacsimiLie Transmi.ssian To: 2uq-g Date: d�h. 1-24 /�L Tq / Fax No. : 214 - iso No. of Sheets (includi -9 this sheet) : Telephone: 214 - 660 --3940 Facsimi I ie Machine: 3M EMT 9165 (will also reoeive and transmit 6 minute) Message: Signature: u . _ MAR 2 1991 din and Zoning gu�i g 1801 South Great Southwest Parkway Grand Prairie.Teas 7S05 t ® 800 527-6621 or 214/660-390 TRUSS S FOR Centex 3748 A The numbers listed below are a List of truss specifications for the project named above. These specifications are attached herewith and have been prepared under the responsible charge of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23. DRAWING WMBER DATE 15416 1019Rev.232393 115416• 2of19 Rev.2 3123 93 115416 3af19 Rev.2 3/2U93 93 15416 4019 Rev.2 3 23 43 15416 5019 Rev.2 3193/93 15416 64019 Rev.2 3/23193 15416 LOW Rev.2 3/23123 15436 Baf19 Rev.2 V23193 15416 9019 Rev.2 3/23193 15415 10019 Rev.2 3 393 15416 11019 Rev.2 3/23193 1:5416 12offt9 Rev.2 3 23 93 15.416 13of19 Rev.2 3123L93 15416 14of14 Rey..2 3 L23J 93 �: y ��141114ffI1tA��11f{ ' 15416 15of19 Rev.2 3/23/93 4�+�•{� ��/}� 15416 16af 19 Rev.2 3123193 co CA 15416 17019 Rev.2.3123193 15416 IW19 Rev.2 3/23193 15416 190fl9 Rev.2. 23 93 �„tlllttyl O4111t1 7n ;,Vtl 5Y Ld33Y.3 .� 13/1ttr 7Y111L EE.EE � 3/till LSNf 3lYb 551101 I139113t4 _3lYlS '5S3HO134 dS £i PXZ4C =?n l0 89G FFF —.i 'C71 InOAxI SUP. 3f) It '71$_Lip3__9t1I,_ .._v31i-Y 31M1d. orfit CM9 L"921 as N of dXZ i31 -yl rSD4t :c1 '3Itil'1'11d 1111TdU E661 +;e3 Sz :3)Yn V BOLE x3IN33 1�3t�1id 039t1n'l Lm 6 L _km.." 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FMVI5L011 FOR 114E PT1EYEti1►011 Elf IYA16RGr Ntr t 6E {{ADL Atli) l5 110E 111E NE<_pt]IL�IdiL Il E 6F RIE, 114-155 FMPLC41OR LON CLAW. -fAL5E WTIE14 CtirA-D Ur 51WAE 1,011 FALSE Bal ZI-0-0 Fit tEFE, VENTLCAL SPACII16-4-0-0. USE uJI1116114 1,Y 214 P6.AIE FON F+SlialtIG FA-LSE LAdt C1t%ti[P111CALS_ USE 314 11111. Hill SCANTED FALSE 015TC1Y.fI�- 'ifI1I5S 51ft10N 411/10 ABLt4[ FALSE SLINGS Cl" MLISI 6E 91LEED MITI/ i9A CEA1T. LAIEIUL BRSC/11G Al 24'1`O.C. I01 SPACIM- 1-5-d 3-4-8 of 5 5-G 5-11-14 l-5 2 4-5-14 4-8-18 4-5-2 3-7-8 RM — 74 FLIF 33 t-a-Sa t-5-14 96Z ia14ht 8-7-; L— f i2 I 6 12 24[1 a$ 12LSY 333/ 338! 333E 209111 12 I L I E u7 37AI E 2480 f1t� " � � � �\ \ r 324 Vill ON 1:i9E 90/ 91 r U00 1531' [61 - 1413 IIbO'IN 171!0 3 m o i 17320 {3.81 e7 It 1 11 5x7 325 354 3x9 �3.6iAB% 12 8 26 KF i-5-11 ►G-t3-Q 4-5-2 4-8-f4 a-6-14 J<-5-? 7-9-d ~ 12 �02 P2 F2 12 E2 1-a-D 37-iI-d 0 J BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SSCCI 1491) WIND SPEED: 11D 1,T b NEAT! ROOF HIGHT: 151 TRUSS LOCATION: (Se) area HET WIND PRESSURE EASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: # AT EACH SUPPORT. SEE NOTES 10 AND 11 A60VE. No trusses: I Maximo® deflection occurred at dOLtGM point f4_ Maximum live Loalt Deflection Of .537' (9116), Index-.d36, {1_!0271 Kaxlaum Total Load Oeflection of .842' (13/46}. Index--455, (L/50) t3EC0hSNENOEt] CAMBER: .46' } X13-z3-q 3 ftt.1 - — _ 370 ii-7 1-2 1 1111. i -CLARY DtYiSIG# PLATE TYPE: D,C. SPACING LDftt}TrJG {PSF,T TRUSS-,TG LUFiEIER j ALPIt'#E ENGIt4EEFEf) Pf1�CUCTs Inc j 1 2X4 #2 N SP r t ENG. F'OR TRUE 7fiUS5 It{C - SOS �}�`��1,0 1 0.20©i7 2-fl-fl TC 311 16-11 S CSW Phkt'. - FJG LUPEiEIf PR4JECt. CcftTEY. 3708 k DATE: 25 Feb 1993 WAND PRAIRIE, f+1, 75D51 7.0 UL TC 7 2X4 Y2 Ds SP I Cl- � I t2L4f 661j-3930 I PIAT£ 1flE -- C.INFW STV'Ii-L ESC 4Q4 WEBS 'LAYUDT It]; AGaaEss: �.'-. f tiERl!ER TIIIY551•1.,71 Iq�ilitnE 99Qi 33.33 It1L ac iD 2X4 43 SP � 6I/13• ii TOTAL 4] t' fl.i'FPT AS 1,140 liE 1,1,13110 ti Iia IKEA S.Ut K a IIlk 5A C IF 1£U.1111 N•M UktC4 S, i+, 1,4IC•11it-III!,WILL a 111514 LCD S1111 SAICAll.r UI IOi tit rlriAi-'ii LILIMII ttwC1A5 x5'1."111 tit At witrltirt.t r I+i IIIIltr ALES LAi/1141 at.-7i'N M w-- r,,4 44I11 SPEWS Ott, ILY u1111YJN.glSl•Ji [.+11111!1_ S'Jal 11141 1'-4 J)III Itrat[('i.6. kill li• Jin' ,101111 N INNUI +ISAII.1141 if!' I-I IAISf41i111tH AN,IALCIIUJ ti S%l lw!1SS. (tl"N"IAill, DIET 15 rd 111:4 OP ki-Al f L1Ft S'J !!t+[S, Ail .DUES 1.NLA1 6, li41 fn;Pf, WILI1S Ali11,1101 Itluagw11t14 in 6:C:AI 411", t14,MlLL a([I+._Irk.1ttowr,5 Split C. 3G' 0 t. ANA/:, g11-CItN 514kAD LAE oilik lot ACCIJtLAllli M1/11 raft Utsoui Nit naitt/141 I,E tait51 [iw l4i1 4 I1E 117. Lomeli I ACII';E A @011:11:.1Mr,VI it CXALV"IA:'Ik0 0111N11:.t 044117111 kill CYIA_Illu Air,CIt Alkil- It'. 111:16 � ?10"'41 L25141 S[AIA, 17.P.U.154 11 Not la 'Jtllitl>7 7J �ZC110 AppVI00-Iltok11i IS %MC i]4�_ IH/ 1A• :1.1%4. SO,= 133 ALL C[W 4%%1'.Ik CUrA VAI"1l5 ASSlp CU W!E 2":2..11{41p.U`IS%+Itir tIVIS rA%IUi ClllrtM,L:.C•.ftarll TF1 UESSUI SJ'ECICICA- rrAtLsI WCt.W-'IS AsliatAk:01. 1 tn111, 00iA ILAS tit Ilti 0ullif I M E t M +/1- I'M II.r A:IIttX'C'£.IEAAN III lis'' I IUA(C+l n}IIAt 1741E 016 4.15 I111'.D IR•55L5 AIG Z1 11115 rl rAI#115 tlASoj Cit At Mt C.IltRi1W%!11(5 IJS i UI IM15 IA.155 tUS 0E[11 PFS l411ED FII. IW tA.A011w 51117111 AM/11.] CY+IMA%t IIA CAAr.IIt[ Nf 1111745 41117 k0 AN IA' O.C. I.,ti ilr biIInAWS FAA Igr:Sf S.. 7r iCIARCI GI D7 ATf9 Sl:l'i DAE 0''r'"I A/IAL 11111715 ILA r. SP 11!15 01101116. 11151 At LA C ILA lAE.1.517 E11ALL EU I Oi04 4klj. &okiss 1!91[0 011ILA.!sE. It! w wr"A 0I' 111 0"As INA,IAT CUI EP liaWk[IU 111 NIA 14AI. u W/FCi[n FLA I! 511[5 A13C. LAL LED"L:'11' 111 ad Ill AACA1:55 SI OI E.; ■illt 111[5 Ili toil til IJl11CATE5 r, AA 111:1 IDZAIIUI 171 SFt CIA"UJAI(1116 CALL St11MS1:4E 1AME1I pA11Fi 111 1411 1 4 Ai IN,tin4l. tAl0lli 4041 Hi. IIt! GRN[NFA[IAa ti( tiE f}; I+"LS 1,C%9GII t5 J191IM1U.! W 1ki(WILII SAWN TRJ:'2S 0E ® [I+r[I 1.21 OF' IIYb AS SRi nla-91 FIA MCGH(IUAl I GUS ML U01 35 hit_91iLSi ICiI Cf-I[t.11A1[LGYt1n-. _teak!KAL L%V01ft., O W nif'Itl LL11�_ .--- --- - .CC.I IF 11'JJIA�LA;--f[L LOAGIiIli 514Mt !FA--T-1<Yl -ADC IIINILL 1'LAI ING Fin 114 C4.lkG 1RUSSES LS PESPLY151014.110 Ii 11:aRICAMA. •11+IS 'USS, 15 t1ESICtIEG GIi7 FDA 1HE LUAO5 SIa16i1. PRQVJSIOIJ Fw U+E PAVicka[di GF PC1a[Im 111151 6E SUM Wil 1S 1141 111f KSPh1i1E111.171 OF IW: MUSS FA NE&IOR W Will(. -FALSE f10(IG/cis Th I1fritk1Allal FALSE 001 2L-0-41 UII LEFT. tYRT[CAL SPACtlIG-4-0-0. .15E IIJ191kt.A4 Or 2/4 VLAIE FOR tA51E111A FALSE flet EMPID YEATICAL5. • - USE 9A4 14111. fOR SCARF CAI FALSE BG1 CIt0i10_ . iPU55 pDt TOM CJ1GF14 ASGYE FAV SC 00[IU1 CHORR"I At NAACED)11TH 1;,4Mil_ LATERAL 6AAG71►] IIT Z LO.v. NA)1 5PAC11ra, 3-4-8 2-10-0 2-10-0 -- FApt --a-4-8 4-7-8�RUH Ti PLF 1-5-14 0z 02 12 42 112 102 0? 1-5-14 113x Nti))t4 5-10-3 12 6 2531 3151 dig! 3L51, 2520 12 5115 304 322&31!4 311"4 / } � 1 }tom,, A` 1234 �Li '•'',; + 4}0 113{ L73! 145& 10611 1 IF, l �� - �•�y 6511 EQlld t O � Ion q j 33422 Jr ,a 17131 1=•51167 _ •r < iLg A 3x4 5x5 1 13.56s.7x 3a? " - 5:48 20 PLF ' S 7-0'6 4-0-0 5-5-0 5-0-0 5-8-0 9-0-0 [-4-0 3-4-0 BUILDING TYPE: Enclosed Resi&ntiai [t5 CODE: Standard Building Code (SSCCI 19413 L] WIND SPEED: 110 mph - MEAN ROOF NIGHT: 15$ I TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SROM BELOW UPLIFT MWEC710H REQUIRED: 1b3a # AT EACH SUPPORT. SEE NOTES 10 AND 11 MOVE. No trusses. I Maximum Gefiectlan Dccurred at bottom joint #4. Haximum Live Loaa Deflection of .334' 1151151, Index-.271, iL1132y1 Maximum Total Load Deflection of .524' 131181! Index-.289, iL/8471 PLATE TYP : D.C. SPACING �L'-OADIMS FAARY GI'rici✓ 37'0+ 14- TC 9 T-� 4143. i LLfNH£#1 ALPVC ENG1riEEF:ED PACOAICTS Inc 'a-200L3 2-0-0 LE 117 2X4 02 D9 5P ENG_ F'DF±' TFJLIE MUSS INC - SM S� i ItiUI 51. 65u PK6ir, 30 -- GRArda PRAIRIE, Tx M51 ?'U et- TC 7 flC Li:NBEFh flL�.:,.lEc1: CEF:[EX 3708 A DATE: 25 Feb 3993 a HE8_ �x•7 02 N SFI larau: fill c" 12[s{ &EC-39-0C PL_AtE AIIEA:- tqc:-FaEi 5TL Lt- 6C ! S 71B GL 8c 10 2X4 63 SP 11 ArliDnESS: 6CALE:- HEMBEN IM55 KATE 1HS11TU[E 39'33 lath[ 1 T IAa � ! 1 1 - 47 EltC EPI AS Fi ttY OE !3'117Ell - I /' 11 DUOiN 51104L III Of Ink b"Cl/IIL N11IItYM m.l1Y5. 01 i.:41Ei.11111 KAFES'11AL1 UL II134Ai LEU Sr14l IN1CAlL r Iqi^ 141 Atl II IIS ItNI 1"14Y'AA uEFEfaS A'+S'MiC. lil Nf. EJII L LIrM-1,4.r - 111 1110ILARS 1 L/twAl bnA.16N NIPU4a 41/4 NlrLi !A4CILIi. AAf1 19Y pAIIIf.N 14'IISIJ<E LJIIrim, v S•A'It 111tf It< ./71/rr fi I,t G 6/E111EH Wo, 1141111 Ft1111.11 of fltil U, t/e• 141 IIL`fAl IA/lU0 NV[HilliAl fl IlN llilr5l t1A+14Uf111. X1 131 Ili J ollwSAP AAL-Z111f S1PE1" 7At12S. 111 JAIL(!US&a N; 1U,1-6.i'Z%I'LIC1,5 AIC NOT AICCWf11Ct6 16 IAO.{, WJN; 1.4110Al1. :As tPtCM6 KArs F%SPAS-[6 IO• A c i1A1.. 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WAS CSS tutus OSAsLNA15E. 161 lu uflfta u 11E iNUS%NAA BE[UI CA M]GI►tC6 7A: Ale/ MF'/. AI COIfECN%1 Ft ACE S77[b AC C.AI LEL•WI 1116111 UCR:SS ❑0151 Milli IMI%IESM 12! 11AI:AIES IAAJIW LBCATIC11 t]t SitC1A /I/tfA 11111 CARE SRpID OE Will Q/1114A SJIIPPIIU NQ 50 ICIRi Tn moilti SL4191 1416 ire :All tltAf1014 w Itf SY IntS LCSI(AII IS NW1.1CAll.1 IY S01011tR SPAII TONSM1:S,LF Ef1CtIU4 CF IMISS" bEE aLD-!1 FOR PtCuflflflAT40115 �_.S11L-L.&L.1CLt 15 Ira Wt!Lr1LULCa 1rc PLAIL►ttlaLt.- Iri_ufICAl_ -i]L2P'1GiAAilU1 IID LOlLlla;SY1CL IFIE°B— rA�F1If 1C:A1 FA -AOD111UTAL PLFTIAY,r*CH IIA12314AG 1AUSSES CS NESPCnS1e1LITY" FI.BRICA•TC19. -Tills TPUSS IS CESIGIIG 4YILY IFCA URE LDAG5 SAMIHI. PFGY15l(34 FOIL THE A'IE4ENTIUI OF PalUlliS MUST K 14AUL ACID CS 147 1tE 1#SPQISIB(CITY _ GF THE TFVAS FABA(Cx1CA 00 CLARY. -fALSE B511%4 CIL" ClIF&PIN,11011 FALSE 0101 20-0.0 Oil LEE1. 4EAI)CAL SPACII6-1-4•0 USE NICICLt.AA OF 8NA PLATE FBR FASTENNIG FALSE 601 iHZES VEATICALS• WA 3A4 Hlh. FGR SCARF Cfl FAST 001 CHORD. PISS 6011014 CttCtlO ABB'AE FALSE BDITW CI"G H1SI ME 8FJLCEU M11H IF4 01111. LAIEAAL eHltenir AT tAM O.C- NAY SFAi61Li. F 3-7-8 fi-O-D 4-3-3 4-5-3 4-3-7 5-4-a B-7-8 RUN _. 1-5^14 w i-y-lq 74 FEF HaA "slight 5-10-3 l 12 a 3811 322) 3220 3572 t 334 .rJ•;s' 3412 `�\ 3r 12 \ G El k� 3 to I ID7t 821 1511 Lobo �:� 661 Lauf 17120 �t t 1 l 14 0 17102 13.5367 fq a i o i3-�16T% '1 5x8 a g p5 3x4 5a 6 3;17 3xB 32 - 2!e PLF 7-0-D 4-0-D 5-3-7 4-a-3 4-3-7 11-0-0 1-4-n t,-4-0 j� BUILDING TYPE: Enckosed Residential CODE: Standard Building Code (SBCCI W91) �2 RIND SPEED: 110 ITO MEAN ROOF NIGHT: 154 TRUSS LOCATION: (Se) area NET WINO PRESSURE BASED ON OFAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 1l--% 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. ND trusses: i Maximum deflection OCCurred at tOLLOn joint 344, Maximum Live LDad Deflection of .298' {6/1611. Index-.234. CL/15421 Maximum TDtal Load Deflection of .452' 171351, Index-.244, IL/9621 CLARY DIVISION P1ATETYPE: O.C. SPACIND LGADING IPSF] _ TF4�1S5 37'Cl' H-11 1-4 0176, t ALPIt4E ENGI14EEAED PAADUCTS Inc IC LUMBER t V__�t700 P-O-G 1L Tc gq 21CA 02 N 511~ ��-AEHc. FOR. TP.l1E TFiu55 IIIC - SOS 18411 S. GSW PACL4Y. OC LL.CHBEFt PRX)JECT: CENTEX 37GB A DATE: 25 Feb 1993 i IRAt40 PRAIRIE, Ix 75051 7'd 4L TC 7 2x4 02 it SP 1 {21.71 669-39.10 PLATE AREA: INC. -Pb STL LL BC 011** ME05 1-A'fOLIT 1U' 664 ACQIFLSS: LE- HENBER IFg15S PLATE 114SitTUTE. OL BC 10 2x4 J3 SP SCA 33.33 TOTAC 421/6- T 7R 1f Exr_ENT a5, H3Y 6F RJ1E❑ 0 1U4116EA SlUt1 OF OF All Sw CIf110 41(41k,014 f>PWX',,^ to C1Ntl[L1uP FLAILS StUILL 8{ 11151410[0 EnYEiNJCAtL. CII i0i ALL 1FItAtA1 LIvP11 UCItl;1 NS AWA411 lu HC C12117tulPi t til � U1413CA-0E}LArtRAL WNLi.rb 1AIdAV TIN We*) Smmv, u0 141 NAIiwr4 M3151um Carom an vlibl TeeAI Lit JUIIIT 11PALtO 1:.EINE& JW mire% Ft."3:Ai SIEA7111.1z. I/[Y 111 lti0al AIJUI AIL Fr EC1Fi1 U ITE iwies, F{FNAIEuI. AIIO IH a/ NI bt11 u1WAtlI lI IL .AI utS. Atl ..LUIS US1D It, ICP C,"D SPLICES lit Met Wt.tAN cut, 11.GC(:Vm 111114• LP.►31.4 :It IW.C[rr31l Md N5 SE'AI'CEO 16' O.C. INA;1, IttV`4�AT'.DPAL I.t:510[41 C•tK 11UE 111 ACCCA-wo'ce YJIn IW Or..,SI:/I Mit QA!CO UI elf tAteSl tPI11:11;.r l.t/M r,I Oct: l" AG2/E A.6011CA1 r.906 J•t IL'f. =IA.Ei+II,It1,'iINLRnl:t IdwCNI IPI P1tAl'111L AIG 1112CTtiA.1,111 ICAFIGCS. 111"11% 0[1!.1 JI SI N-1105 1`.1411 IS14'.0 411 Ito U41lpltl 1, '0[-X00 AI'PFOIAL tf~AIS. Usl' R3I2. 714 ICO 2014. WCt III AAL �AfF!_SI[[I C1i�W1161k;1'J4JNC0 10 pt CW1I IIrAII}LAhI [n1}1itS lW1 CUI/CAI1S iu C114+f I/I 7Y1 OMUI stl 5Ptt17JCA- 141NtS1OIIl11AP:15 A15.iC IAT JIM. 1051. CIL" FILE a5.1i0 "UG O,Lill" 1W -NICI.i de LI AAA:ICA7N11C.. 00[0' 11415 ere, I.EIaL rlAtE CUtlu..11'C. MY,.D 1114J51-kS MCI PI 11115 I(5IMI 1S 6AifO UI LAA. CUItZI�A N A165 Glr tll rites IIC.[ya 1A.%OiE/1 I.FSi;gmo v,A ill LG/Ottt.X141 1.111.1 DI'MAL E14 O-ICIPU I.FUMM.}1tACYO Al Lb' 11.4 1A.M.[i.SIAIIAaPLs Fife 1QufiA$.. 31 COtlff1U1 41 Alis 4111:4 Art 9•6fD U/A/UI F A Is 0117. •71 11515 EAAl11110 14S[All A71U1 AG IME SHILL SJf110iN OU/I, U/E111 1131/O U1ntPrl S0[. tlr tat 141EiER U let IP9S5 PAI 6E all CA If'Ji11FEEO 1❑ AlJI Mal. rl C(11 It CIDP f1AlE %IIL%AS4 E41EL..1.11 "38111 iALNISS 540154 .It IN im S OE 51.7/ 1.21 IIOJ."lil}4 AP 1.13 1➢."AI IUt. 47! Sat:.01-Nrtt/IrrS LaI>E :%IutO UL IAKEi.UUP IIA> S"I VP[ril OLE b1 It Jae IA4t"t5 SL UIS• N(.OIL:A7411m Illi t'.7 r1! /k II115 FE 97[.11 ii AJWLICAME [0 5,io:0111-SPirl 16IJSSEH t0[ � ►K:11:JI Cr IFJSStS GCC N10 St ►6A K[1Atli1�Af1U4 JJL^ILf.1=ivam lilt L"It tusau- HCAIr1JCAx 1AAonbi-AOL'SU4IGxu1eul. - ouFlruR i uin ioeT srE"c?1fo-st rxtRtcr<iUH -AVUIIl0i1AL PLAIN15 FCP IIAITA.I11u MISSES 95 FESPa1151410.11-1 OF FAMICAIC44. -1113S tPUSS 15 aCs1GpED 11itY FOR 111E LOADS SIWt111. P01a'![5401J FON WE PREAM111411 OF ft4HIIt14 WSJ 8L WOE Jlla IS 1+01 11E NE5PGIIS111iL11! OF 1NE 71145 FABRILA1GR UP CLAR[. -FALSE EGIMIL t:h" IIFF411"Mill FALSE 867 21-4-0 MI LEFT. lCRT1CAL SPACIIIS•4-0-0. USE 14It{111U4 OF 2AA PLAI£Fart FASiENIiA1 EASE 801 C4x:A3 WEFIcALs. USL 31,14 NUI. YON SCIAF CN FALSE 001 EtVFVI IR15S NITIew aiCOO M571 FALSE OOTIGI4 ctMO WJS7 OE OFIKED MIlu 114 3-4-B C01111. LATEFX- BRLCIM Al ` 'Z-C. MAY SPAcm. 1-6-14 b2 12 02� 42 02 b2 12 1-5-t4 74 PLP N&% F181gnt 7-10-3 J2 q6 3150 3931 1421 3x4 ?-El• r _ 44F0 2731 zar Jr' ` \ 23A/ 123 BLr 1351 1544 1?7/ 63t 66F InAr \ l71Or L:•51977 I e i 13.51 On 33 '1 7x5 " 3>tB 5 3xp 5x8 0 3 326 J? 20 PI.F 7-0-0 4-0-0 4-0-0 9-6-12 6-4-8 5-7-8 1-4-a �-c 1-4-0 , BUILDING TYPE; Enctesed Residential CODE:_ Stannard Building D«b {SBCCT 1941) HIND SPEED: 110 q* BEAN ROOF NIGHT. 151 TRUSS LOCATION: (Se) area (TET WIND PRESSURE BASED ON DEAD LMS SHOWW BELOW UPLIFT MNECTIION REQUIRED: N AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. (JFa trusses; i Maximum dafkaCELban occurred at tiDttam joint i4, Maximum Live load Dellection of .283` (4,116). Index-.213, (L./16831 Maximum TaLal Load DeI1PCt1on at .411° (7/163, Index-.222. IL/10801 g0q. 3-23-,73 Cow CLA141f Di1+1510M PLATE TYPE: O_C_ SPACING LOADING 4PSi=1 FC LUMBER 4791115) 37 CT' 0-13 T-5 051G.�Lb f_ ALPiNE E"(31WERE❑ PAocrur!S Inc V 200() 2-6-0 LL TC 3O 2X4 42 Us SP I' 17 EtiG. FOR: TRUE TRUSS TITC - SOS tdDI S. GSR P0Y, HL LUMBEFI PPL)JECT: CEN TEM 3704 A DILIE'; 25 Feb 1993 WAND PRA.IRTC:, T% 75051 7'a _ _ OL TG 7l 27{4 !2 N SP OF (210 (2141 660-3044 PLATE i1JTEk. IMC.-FflR 57L LL BC i " HE05 LAYOUT 1E1' 792 OL BC i0 210[4 43 SP AOUFIESS: SCALE: 1tEN9ER IRV5S PLATF I+151IiUTE 33.33 TOTAL 47B EXCEPT AS HdY LIE tIQTFU l/lT r1�T i Luisa Siutt Mf of T.A Not it ltO II)CIN'At Gt1AN1S, N CW2,0110 ARILS S}ttlL 64 Itt51AAtT0 51411LINICtUt G} to) All. tklblil 41AYu Yttt4£1h5 4'cS'.s4li t0 of CNtit ItAAt,,, 7At CUS, AID 101 Mill tl'JN 40M'At twifftli, jr,CXTJl 111Ai 114.1:11111. QPACIt.Err(VIM4 3/0' ilt)tU hrX3:13 W.W1I119i. 1/S' ill, 6%C1 n1w14:N 111;41.11 C SIPC4'1 emorS, 13 /ALINS t}bill 61 ltd'CIO"WVACES Flt!1717 KtGW1fMr,IG U1".M MEN "41"14 wo WWs 11./tw31N5 fWAna W, .'t 4tt,,_ ti"F%.. f'"alstwi W Ut„£0 Gt i1C tAti_1 tol T}Ilit" ItZ!M- U)IRTIte AlltYt A INDIUM CA1N0 SNLICt. L44 Mi it.71tk 61.4_1"VE Ctrditlil let W.-_ 11MAL 9t11G14 SIOIXAhM PAY 15.40 Of 114!141 IWIAI. 11 V 4.116 APPNOYAL MbOlfft I,o£434,1, int V.1I 3'3ik SUC it) ALL c(ooW55lool CKH:woof MS ASS:IMCG $0 R LCt1111twa IN IntS 05101t Ct1ruui 1w - fM%t MIACIStSSvCIAttrtl tall, VOCA ME 84-1.1b 8"ttp Nt 111010A.'4' -1iilt.i Pf,tMu40 WEATKIK. Ife' )41415 ALA VIIIA "Alt C01.t-1tu.. 01 1.11%M51G1A 1.WC-fo CA+Ct-11 CPtaw0"PLAtki C44 t. 91 }1105 1w.r35 itis Mal Uslwwa ffA THE twalmr'.11}1NV mow) mrBAtt 41A EPLICIV8 KMatAS SPAW)AI FE'a t. 4.01)1, %WIDAAQS f.A PAZi, 31 L4Yf@tICA ttA1tS I'M$AA6 1115tH W ARK FGAELS IYA.t, 41 MIS 4ltAYCiiT. 11151ALLAICCA4 AI0 USt'%"t MWIAN agFt. ttAt55 1101£0 gi/41tyISE. Ott iW MEXEA OF i t 144m4"At OL Cul pi 14Y1If14o 41 CONIIC40Q ALAi1 SIDS A%CAtIIo ItIl lKW111 IAt'F0.5 SLOW 11171 It1TS LkSIi+1 ill 110MAK4 RtARO 10CAMAI Tt1 5 t'ClA! MNU IOta CAK WIAAA UE PUER UOVIL 5N1FP103 of 194110t1 4tttt5 S1.01Sr "r, 1111 Yf11CIiCAT11N Cf " vi TRIS CtSIW4 Ii AMICABLE t0 SMYU[A WWII TNtSNAS 0f � CP£CT1w4 of ispisus Sti tiSC-%IOP Pt C:3fiG4wariS ____AiU_M1 aN U 1IoL_OtI1(01 Gl ViL PLt1T it14:1a _1=11M iM,119 Up CCtr IeVALI V(' ...,. _.. __- q,(IrI iAAltUt A i?lAfi1NS SPNCt 0It___rfA1CAfW '- -AG011101h pl A11NG fell WIri1111,i UNSISE$ i5 K-SrA611111,11f of FA$AIt416R' -TttTS MISS 1S GRSIQED 6NLY{.oB THE tOAGS F1401111. I'MVlSIC11 FOR THE FftEVE111Ito of WISIM Nasi K Wit A410 IS Mf 11#AFSP4915161LIIi LF TIX MSS FAGRIUMA OR CLAM, FALSE&411011 ft" 11FGWATICN TA4SE eclT 21-0.0 141 10t. tCATICAL SPACiI1G-4-0-0. USf NE1111rJ1 a- .A{FILAIC fill FASIEt1Ili:1 ftiSE 90 LIJIVO 7'ZOM41.5. u5E :3A4 mitt. rcp SCAPF to FRSE 901 UM0. MUSS MOTION CHCOO AOGVE FALSE 801 Frii C1+liIt3 WST OC PHACEG MITH 1$4 3-4_8. CCAW L,t1E11AL,VACTIIII!t1 24"G.C. NAA SPALi1N:. At11�3-?-8 a"6-�8 __#i"e-8 5-0-0 5-e-3 4-8-31 5-3-3 rug 3-5-I4 1-3-14 max HSIpt17 e-10-3 74 YLf 12 41!71 37101 3611 % ` 12 311 7tq 24901 J`� l64f to , `1 1}� 1 31 10G! il4f 1240 1481 721 i 2 tti' 65f 1971! : +y � a ? 471_1 t1 1711f 13.{44147 t1' 33.53677 I� o ve1.0 3K4 6s8 G13x5 Sig 3N7 gA$ 12 29 PLF 7-0-0 4-0-0 6-0-0 5-D-0 7-4-8 7-7-8 1-4-0 - -_- .--- 1-4-0 � BUILDING TYPE: En+closea Realdentlat 37-0-0 CME: Standard Building Code (SBCCI 1941) UtNO SPEED: 110 qk MEAN ROOF NiOHYs 151 TRUSS LOCATION: (Se) area NET 11IND PRESSURE BASED ON DEA!? LOADS SHOWN SELOU UPLIFT CONECTION REQUIRED: _10. * AT EAC14 SUPPORT. SEE NOTES 10 AND 11 ABCVE. Na tPUSSES. 1 Naxistua deflection occurred at bottom joint 14, MaxiMVIS Live load Deflection of .255' 141W. index-.215, JL/15751 Maximum Total Load Oaflection of .4154 I7/tfij. Index-.224, {L/1117£11 i et�t 3-z3-9.� _ PLATE tYPE: O.C.^ SAXCIH_ti Lt7A41N0 3FASF7 TC LUMBER TRUSS: 37'0' H-15 7-6 �� OK6.eltJ! IT�'130a .. 2-0-t1 tL Tc 30 2X4 012 N SP ;�' r16. F041: TRUE TRUSS VC - SOS CL TC 7 ec LWIREe FROJECT: CENTFX 33£46 A CATE: 25 Fetl 1993 x4 02 VSA J OF� ! ....1:1,_ t.AMIS "^ qir" LL BC 17E8S �C T - «.cu. .c .I'll. .,2X4 43 Sit AtIDFtSS: ! SCit E: I r/8 1h LIr4w'.•-HILL 111 tF T11L SPtLLI-III)041401P11-L-I)ES. '.�. C0116CIOR Kilts SIIALL PI 11151ALIFI!5114!IA1,1LALLI pt IRI AIL ICIMCAd(ItXil:1-1761(•IS AS-YP It it,L'E UYIIJIfW-611 []' 7lID1CAILS LAt\nal. 16415111.:Irilein 1111 M11I.J !1'F61J S. Ilfi 196"11114►.11C115ILAd Ct611FJ11, CP S'A:H 10,41 1K 471111 f1AArIG R.k[If1N'17R' 411111 A r6PR/tfI11111/4 1/L" 1.17 :141111 AI IUI Af6t t01C/51:41 u f.t. 1x159 Fk1:.4mo4 I. ALL I9 U nETA"N KL:O#Mt SIK"'1NkCS. A..L OLUES Us" e.. V4,;77'•14 Ll WE% ME 41"I PLCGw&I.:EG I4 V-C:M III Ii4 141 W L :..4 SHACI I". 11"UtN4 SI'KAG fG' o L 111141. l(1r:PAP•AIIACI/Iu i CA1:[f. 111.44: 111 ALCr+GAILX NJIN .� f WI OL 57111 AJi Sl ACED UI f11t Lilt L7 tall l Ia U Let 111• f.1#\4:1L I AOUVI A 4101 F401 Crll•nG 61'1[CL VIIESS Iglttl Gllt Fl/IY -..!"Will 11'1 uP1C11111 AIL EFt ZitrJI PIkr JEAI LTJ4S• IUIIAL 6(61(/1 S14"KEA P•2U ISt4U U/ i"F IPA11UAIL T- I-?6Dn UlrjvuVM 1Il"1t RS: Lec wuz fHA icA ?DLA. S/CC Sit ALL CU 411t SSIC1i VN1G W4.1,1115 ASS•44114 /0 ht LGn TtI4.VAiL.IEV InIS LYS101 CW.f UW.S 1•:^34151111 11.8 0051+It 94511?ICA- IORI51 J'FQX.1C 15 ASS.LIPITI 7261_ et"illi U6.12D g6LArLU b-El11/N"Ilk- '"111.1 KYN.:Lil 9AA1111"L. I/2' (SCAM 4C•n D&I&L 11 APL CLIICCIEG A" Ifa.SSLS Lai JI THIS DED141 t5 a1SCD UJ CL W1 C4ila(Ll.i.PIJ•IES UL r UI 11.15 jWrl5 I.AS Will rdSCUIEa FU:IN: LG10J1".511,40, 11-114 1 nklklt.L N HNAt UIU WEMEI11 SPAfAID Al 16' a c. 04.111 r 41 ANP11Y:S FIJI IIV:.lFS. ]) (III IrLTt:R KAIEl 511ES A•i IWAE UI 1Ytft FC-LIS 01, (A 11111 coiAM ri.4, IIWAI I A11Ul Nu USE DIA1t EIASLA. •IUJJ' LILC',S.a11LU 9TIr b1-Iti ItJ .11 1611411 FL 111E WAS 1-A' DE Lu/U.NC16t7 tie JII Alit PAf. 11 C04E CS GR IAA11 S[1E5 Kr CAL RG P.IC 11[141- f.OL�*5 Rut9h Ml 11# 1414 015 1:5111 1i� ba ICOJCuiS""A e 1#11111 LriAltG4. I!! Srtcl 11 Iw"11 NL C1IE 511µ6D pE aMtlI P4NIAi P11P"pAl AIIU 6A C61IG71L PAWL SLLISJ 1-6 111E 7AtE1IlAC1011 C4 tiff U. Io L9 LISJLR (S APPLCC/lillt 10 Stf1RIIP SPMI IP'JSSES U UO (Llfll[/1 OF TA•15:iE5 SL!1-111.41 10.llEC4aEt1DAT1 Mi6 CALL 11:11-=tut-Iftilcl HAI L:F-Lt PLh11L LEIreilt, - -. UAL ICAL_U"1w1Ii I-tatISbmulu - .._..-_ -.__._._ C(N/'IGU•LI GI 11JU LbitliJ6 SPfCJFfETF Ifr F40AICAIIW ` -AA0111L71FAL PL411115 FL4i HAIfd)HG 1P91SSES 15 RESPJMJSIMN Ji7 er FaPICATERI. _T'115 TF%5S IS oFSIGIJID OILY 1`014 THE LOADS 511111114. PTU'1'151014 FUA TIIL T41EYGtI LOSS FA FC?IOJIJG NUS1 6E IuoE 0111D IS J101 IHE PESPDe1SJhItIT'1 T# THE UPOSS FAiRECATOP OR C1JA1. -FALSE 841101/CJ"W HYCANATHRI FALSE MDT 21-0-0(111 LEf1. VERIJCAL SPACUM-4-0-0. USE HIIIE7J:A DF 24'4 PEAK FOR FASTE40IRO FALSE GOT CHW VEAIICALS. USE 914 1#140. FGP SCAPF UI FAASF 841 099. 3-4-J1 a-1-fa !PUSS UOTillli oa;PLJ J00VE FSLSr 9DtT�C19"R351 DE WWII) MlNI 114 7-113-4 1-0-0 6-8-3 5-4-11 5-11-3 Rw CW IXTERIA. AHACRIP A7 *14'0.C. NAA uAC 114 1-5-14 02 02 02 E2 02 1-5-14 Max :Haignt 9-10-3 74 PLIF 12 �6 192!74 31`5 SXS 4441 410! A150 \ AGB! f ?-001 12 �12 •129f 91$41 L6ar1081ri�4L_ 17110 13.5167A 13 5167% 5Ae .�3115 abs 5x01 347 zfl PLF 326 i2 A BUILDING TYPE: Enittosed RasWentiat 7-0-0 4-0-0 "_0_ 1-0-0 8-4-8 fl-7-8 CODE: Standard BURding Carie (S$CCI 1491) r MIND SPEED: 110 q* 1-4-D 1-4-0 MEAN ROOF NIGKT: 154 37-0-0 TRUSS LOCATION: (Se) area NE7 !RIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CORECTION REQUIRED: 103 1 t$ AT EACH SUPPORt. SEE NOTES 10 AND 11 ABOVE. Ho trusses. 1 Maximum deflection occurred at bottom joint e4. Maximum Live Loaa Deflection of .251' W161, Index-.204, (L/1759) Maximum Total Load Deflection of .394' 15/151, Index-.213, (L/1127) 451414 I 3 -Z 3- 9 3 �� RE, 3-Z CLARY DIV)SIDN-^-- - PATE TYPE' a.C_ SPACITiG LpAOyFJG [PSF1 Tf1055' 37'0' 14-17 1-) OKCV�.1 ALPTt4E ERGIHEILRED PRODUCTS Illc _ 1`--- TC L1IMEtEFJ 2X4 Y2 DS SP fl IL E41G. FGR: Tf1UE TRUSS INC - SOS ,„7T 1801 S. US1J F wy, �_�ODG z-fl-0 LL TO 30 - 59AHO PRAIRIE, Ix 75051 _ 7_'0 UjL TO 7 BE; lL1MBEH PAO.IECi: CENTS% 37014 A d DATE: 25 Feb 1993 L2I4) 664-39411 _ _ 2X4 92 ti SP aF PLATE AJIEX Itis ra wI. LL 6C wEEIS LAYOUT i)1: t ADDRESS 7A0 OL ec 1 2X4 lf3 SP SCALE: WHZIFn TRUSS Pt-AVE Ir45111UTE 33.33 TOTAL 47 EXCEPT AS FLAY BE UUTEU _ 1/8 ti WOE.Sr4.LL (E Lf tl•L SNL C.II It l:MI!11irN U.al't Y, If- f,:AIK CIfY•4t).115 ltlNt IC If1YtAl LEO S.N;IR{C+L f.r V{ 141 At♦ tf n517n f+•Pf.pt+1f{x'.•Asti 13+4 IU UL L.I51 t1fMr�L+ tl• �" 11A]tLI1t 1111f NAl LWCI{F.IA.1Ci+, t5:1 r+lH.l S4tCIM 1111 /'Ai iV 111"4 All l'i 1'04 EJl11EI1), Of.S-x.T"'ll IH!: .111111. EPA L'lC B+L[I141� 3eV �xl{11 R rxtn/n 51f A1•1113 1;2• 141 11Y+IA11 J11CAl Alit IF(LTIUI LF Til All ISS, Jf AIU14H1, YIG 1t Gr 11131fP µl.AfAIIL SITU SG +At l["+. Atl "Lms USIU B If.4' CWA*,Q ail lCY9 AAE 1181 1'J:C.AUc1IA0 10 4-om 4!1111 LP.AAIL :P tAACIi!G 51PIX115 SPACfr 1G• a C 5.1+1 II NFCtI•M. dx.f if l': IIAA10 Lit 01.11! L11 +1 CIAGN1l1 MIIri I"A Ors Wl AFL 6.511`a+ tri LAtL5, [0111:1+G lr( lu 61 IFCGf L'. A6.7JL A Bill Tall C11 Ur1+Sit 1:][. 1II IL5 11011'1.6114PA lit L1q:+:Ll+t 11'1 YTiC bY' AIL 1nEr"I" t! I[Ai11A1S 110111 fLS1.:rl$1 .1, 1'.Ix 16 11[6 M. fit IUIILIVIL 71 '/•:6!l4 APPR]:.LL+P,Mntx5: LFC"4w. fl!A WAN:1'114 We 111 AL1 L'L;UPF11St C4 SACK,t.INA1R5 ASVJNLI: IU Bl EC4INW.irl5i Ath 11.[5 I:tlli+l C4dViA*+6 1�f'lJt 1+1 IPI Ot511�1 SPCCIft[A- IJ.[SI P1L7G11C 15 AS S.:CIAl 11W 7i6t, Ul).'A Fllf NS 6n1 CI C.d+ECCHCA t!I- 'HiRA lute A)51CA1HUG- if Z' (LUIS FCA OAS I\1Lil :U3FC fEG 1IJ�B la1;Ss.15 At Ai '+I hx65 0!51611 t5 BLSED W fl Allr CCAFIE.IW T'LASI5 CIL r 1/J 1a15 muss.1A5 6[101 CV01114D t11+ I'd IGAOIS%J Slmgl 1x Uql M=+MALL OR 0.AC Ino x[uOLPS-ACID AS 16' a t. [AA+L11, SI"nAAO'i"m 1ple.5r Y. 31 Co11cIW R.61iS 512ES AxL IA.`LL)4TI 1AiJL 1`4/1199 OIL r, U1 11119 OPA111I1. 11WALLAIK011 YU USC SIUIt COA'CAIx 111AJ1. IIA ESL 1131.10 61nEAIISE ILI 117 1411.111 CA 11I 11:055 x}t Bfi 1.111 tAA IIA7IF I[5 114 WA+ MIC. 41 COSICKA flit[ HIES TRE CA LCG:r.n BILIN lAU4S5 SLu151 111th hos tiSlutl !aT al 1161LAlES ti.A61n4 ti/:Aflw 171 SPECIAL )IuiL LA1 CAA4 %I'MQ 41 tWtd 001110 7711A1+111k 01!4 I1 LEA6 fn /13[717 51 JI S1 Alf. 4E :F47.E/ITif101(i Uf $ 91115 fLS1Gl 15 APPA Ict1Lf 1.7 91W11L5 6PN1 11.6919 0f EFfC1141 1T IP9fi SE6 S[C trtP-t11 ACP PL[EIf•EfU111h15 III "LL V.11 1S.DL JIIEILJ:LLCSLSd._lOE.1t:hie ti1GILl,. .16fitl-ICEL L9F211Q.Li+Crir1 all llal._.- _ _ -- _--- -�--- -tYA 1 .111[17-AIG i'J�AE1ttG 4'tC IF ICU fi r FA(llltlCkffR S ATAllTIUIAL TVAfllf FE011[IC71dG 1AUSSLS 15 FESPIf1bJ61L11f CF F=41CA.KA. -FALSE 80TILi1 CIL1141 IfIC"Ai ILIN FALSE LIT 21-0-6 6H Lfff. VERTMOLL SPACCIA-4-0•0. USI, IU HIJ4.IL LF 2A4 Fi AIE FLIP 1ASIE110IG FALSE DDT 01104 VERTICALS. USE 3a 11111. FOR SCARF CII IALSE NOT C WMC *1141ISS Darl[Dl CI"D ARGVE FALSE 86110( CtlflYl II1Si 13E NUEED PITH tx4 EC441. LAIFRAL E111111,111 140 A] 24%.C, ut;t 5PAC fI Ni. 3-7-8 4-0-IJ 4-3-14 4-2-2 5-9-0 5-7-4 6-1-12 1-5-14 1-5-14 NBa Holght 14-1-3 74 PLF 12 �1 B S�5 357! v 3.151 4201 30BO 424P I 5 12 {�i�' yt 24EII 277F 1151 Will 1731 1360 66! IMF . 'vr} �' ,• 17131 (3.51 67 13 5161% s J 41 P11A x 1 ^ 1 5x13 .a j6 SAS 3x7 26 pLF 315 12 I 4-0-0 6-6-0 8-6-ia 0-11-6 BULLDINQ TYPE: Enclosed Residentl$l CODE: Standard Building Code 4SOCCI .19913 37-0 a itIBD SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION; (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELIDY UPLIFT CONECTION REQUIRED: tO3S # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. Ro Trusses; f kauimum deflection occurred a1 bottom joint 03. -- - Flexllovm live Load Detlection of .271' 14/161, Index-.22. lL/i63a1 NaxTnum Total Load Deflection of .424' 17/161• Index-.229+ iL/10471 ' Itch 1 3-23 -9.3 Or?A/ �LARY DIVISION PLATE TYPE: U.C. SPACINGjUL LOAOIN!G (PSF) IC LLW�R _ THll55_ 3710* SPEC T-a uwG- F )) ALPINE ErIMAEEnEO PRODUCT5 Inc V 2000 -0_0 2X4 f2 N SP �t ENG- FORE TRUE TRUSS It4c - Ses (1J 1RA S. AIR E, T Lt TC 30 BC LVHf1ER PROJECT: CEt1TEX 370(3 A OAIE: 25 Feb 1993 GRAND PRAIRIE. TY. 75051 7-0 01 TC 7 2X4 t2 fJ SP OF 1 ( aj (2141 660-3940 'PLATE AREA---- - Ii1C-f OR S1LLl 6C QQ 11`4907 ][7; I �i! 746 33 93 6C it x145 1X.4 i3 SP ADDRESS_ $C A!E__ t WHOM T(IVSS PLATE INSi I fUFF TOTAL 47 EXCEPT AS MAY DE 491E0 Ii lUF4Ei 51411E ML V MC S1%11.14 Iln x1111 x1A1 lNi.IHS AI f'/PiL11N1.4114?,IAS{ UE IUSIJILIIA SrMLL iN(CJ(Lt C;I tHF fl a. Il llS Eille[I1+7:61165Elig aSS:f4D ig BE t011l fir,R ryl f+J r Ii CIti:At!'.S !Alin+t gNIC Ur+ Id 1i+tP II<! x111 J LA'E=1tS Alai LM7 Ma1144l/6015116.1 [Iu11[IIT, t4.5'.1.71 1f1A1 1111 131111 OMA f.H1 f. it"u/' 1143111 PL+bt1'l3 WEA11111.1. 113' ill IIWALLa11U1 Alt.(1.1.1[[!1(4 11.1 IFf159, FE�NA14leC- 1410 3%CA n1�Ada)It uNA61 btf1L"S 'N l4Ctw AU $4%95 tFSftt L; "wcpc',49111.1 AHe wAl rw(,;.4ATX44 to CLt1.p OHIO; W1--tL CL!6N1:(Iq.B01WO-S SPAW) tb' x C. ill", IIFP[41rRI up A L'l11'+ 611ft1.C+K niA1L 111 AC[G.GAIN'E Mlln FO4 q!lvlt AFC BASEO p1 I.iE■A,C',T CUM G++R 1.K.f1A- L.111CItr Asola A IMI TOM Enol%,%A ICE. 49-Ell 1IbCEG GfrY,N115t tLF++Lil1 14.1 I1xAL11lG JIG lFC.11�1t E`.Xef ttAtiult. 1JQ{Il LLSIE1t brmiwaws P'w i%,4P 04 in[ IJAIIEIIAL h V-1:,50 AMrMUYAL 4H./UI M LNC r3Az. f.4A TCB NI4, :TCC 14 All CCN49551L44 C1f,FC.4Fr+n111S ASSJ+t41 IU ill CC4411tG,d-13.)•aI II+ES EA 51 Go.CITU UIb IG t'.* CMF IFI I1ES1511 bmE:IF1CA- TORS3 PMTA.C$S A55GCIA11p1 tr5L aKb FitE YS-12.15 BAALED Br EH1fa 3JN' `Wll1 i KJ40c,O SICATa114i. 112' 11[16/iN NL1AL xl A/C Ct4V6C1EG b"Al IVL554ti AIG zl TM35 N1SIC41 tS it O Oil ECA"' CGIAIECIG4 1L liE5 p11 NI 11115 11[159 UAS 0EE11 CESN94P Ill.lit IC4011 tl Ulawl 91Iu.1 [A+M4L a tAAC3.1 NU4XHS SPAnll Al 16`0.4. CAltl I1� SI AIXIAxGS 1':1a wIm5E5. 31 CQVEC1+Ju RAILS S11E5 APE UA`,(G h4 A41 F1 F4Y1LE9 p<(. L41 THIS iWAM T14. IHSIALLAI1:11 A!/:u_'E S/ILL WYf6Y1 rtirlll. U/E5S/1]7[u 91.111,151 101 141 ftl'U;iX U- SII[ iHASS NAi HE Cul 441 JaAIIF ILt1 N/ 1lII KA'. 11 C0116CtC)X F-LAIC S3 tT9 AXE [ALLIG 011 YJLJIII 4ALHIMS J D15) NI 141 11115 1+El1CA4 12J II niCklIS IEAFIJ113 EDC..ICt; ill SKtIM MAJAX 1116 CAVE 51416&B V. :WL 11 CLF1143 Sr114V104 AIR V LR 116111 /kuol YG15( 014+to* :!4111+1 a11/VI CF 111 U; 1.115 0[51614 CS AMICABLE 10 6111Y41LP%PHI IRKtS of � LIKC11Ll OF 1WJ6SLS :Lit 4110-7f Flbl KC4"4CrJUA11NHS 511{cul oal Ig laE t111'atT[nJ c�_ttJt RAIL LEJt&L%- IJJJJ1*dl LBNQ1L21L ca1r1c10A►tu+-_ _ _- - - =Cf1��fi1�tiT7EJl A70 CCIJWINi_51CCIP1E6 8"t f►W41{A fF -JILOULiMUL F-VA,TiIY 1144 II11IGL111G MASSES 15 PE5PG1570JLlii OF FABR11:A11:1il. -/NTCIPATED J0PI1fidAL 1401YW11 uaKii rarAt Lwr, - _286' 3-9-13 —2-9-11 4-6-9-- d-3-1 4-4-13 I 5-9-0 5-7-4 fA•s-12 RUN 1-5-14 — —A� 1-5-14 Fats Ilalght 1D-1-3 74 PLF )z f �fs �$ a?6r czar 420F 3zl;r ,iia =� 42a/ ltd 272 tri { `r� I72r 7511 1736 661 5713@ FA `• �. [3.51491 f 1+l0 1 lies 3a4 5x5 3x4 3x7 ; 3611 �2 as PLF t2 &-3-8 5-8-2 5-6-6 8-6-10 a s!-5 -- -r2 BUIlDINB TYPE: E(Itiased Residential02 02 12 1-4-0 I_�_d } CODE. Standard Buitding Code (S®CCI 1941) 37-0-0 VIND SPEED: 110 oph HEAR ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET U10 PRESSLME BASED ON DEAD tOADS SHOWN BELOW UPLIFT CONECTLO4 REQUIRED: AT EACH SUPPORTI. SEE NOTES 10 ARD 11 ABOVE. --- f10 truss4)5; 3 Maximum dafletticln occurred at bottom }aint 03, Maximum Live Load Deflection of .356' (6{15). Index-297, (L/1213) Maximum Total Load Deflection of ,574' (9/16). TildeXal.31, (L/7741 � JJ CLARY DIVISION i1.ATE TYPE: i O.L:_ S?ACIHG LOADING 1PSF1 jr-� L.UN8Ef1 Tt1LiS5; — 37`0` SPEC VAULTS i-9 CKG a i ALPINES ftt'uitJEEPEC/ J RODUt:fS Inc V 2C0� y PKWY3fl 2X4 i2 t} Sp j �jErtG. FOf� iR9)E TfiUS�i (f7C - SDS 3� t80t S. 6541 !EPEC - 2-0-0 LL TC CAIAW MAMIE, TX 75051 7.0 OL TC 7 BG LONBEFs 2"4 Y2 Os SP wau.lECT: CEf17EX 3704 A OAiE_ 25 Fe4 1993 �AF i j (2141 660-3944 3)LRIE AFTER'--- --It7C--"Ft71i S L LL Sc t.A'f6111 f0: 546 OL &C 1 HE[15 2X4 /3 SP AOOR£SS: SCALE: 04FMBER [RUSS RATE I145tITUlE � 33.33 T6rAL 47 EXCEPT 45 WAN Ht 1,10Th❑ 1i1111»>> I JI lU/ltw 11tAaL LIE Yf 1311 SKCJt IED kllrl WA4(IMPLYS Rt CGIE':IM AItIIS 5041AlL/E 1r1911LLLLo S.I/ErALEAILR Cr' JYF )ll IG111U1 a llm NtkILAS ASS'JEG fr1"A EUtit1w.rA Ai) ! I41UI CJ IIS IAI{list CNJC I[Al J/l.dL4- Ilea 111111 t 6 I VI:CIE%, 1416 143 NAII"YOJYIIf'L CONEUI. 4A SIVH 11119 {I.1-.111tH 111411"C 16, fl13EN lib` ;ut10 PL-+cM til Eallqul, 332- 141 WS1A1 JI lVt 1U:CtLCIWJ fI 11! ICS} FEC41"o"I. NlJ IS UP kIFnIM1 ALL4AAbll I&MM. awvs 111- JFL,*S Uiliu tl; lir W.J4 fill LLIES AM tbl EYC..zlvt wD 10 C4S 1% n4lif. t2t'rNAll:rY M1Ctla:1RN:".SPaLCD S4' a a. WAre, lUN'LYI+A'r YWC11Ye Sj Lllto bC Ltp[ fro AL:Ca4rE1t:E MI In f�OISI GIt All 61}[11 UJ It! L.arFSr MOtial J IN IIF- DIMCiI r A1111.9 A 1011:4 0.1w to 1R. LAP&Lili 410IID 0"t nM[SE t4JRil 11•f OPAC:1h NO IPCiI i%fl/•.IUI 1[1114315. I SC44LL CXSI6N 1{A16A1106 PlAlkl JdiD al IrE Wi11f tb 71 Y-Pi-0D AIY'wl 1111 tl*Mttlr s!C 2312 rr1A WV 7011. SOM 11) Hl CCW'MLSSIC4I ct,to Ft Ilt5ttt5 A{S:KD 10 EE 4XdlIIlP.AYJ5LMbl T1t15 fASLGIJ CLr1Uip 10 t'lwtll IPJ DCSILI SF•f CIFICA� trugsI rNICA.0 11 J5Sfl'IA{Pat Tkbi. 110CA FILE 1&-13'9 &AAErG 1"J EVIAN 3!EI` 91111.) Ft 47,;,W ylLiH I31J II2• JIGS tut ll4i AAIE ttarECIEL P1LMi 10.5`15 NO 21 1.115 MESlfd4 IS LoWli UJ Q JNJ L'IAIACICM fSAll6 411 f. O) {MJ6 l4r.r,s WS 0lEn MSI,ICI FAA 11E IAIA4Jli 511DWI '4111.1 DF11r111 00 M1-111 J1(Itl Ems %p [as AI Nil' N.L. INtAL1IJ 61Jtt7AJlJ5 fiA Iwn}f5. 21 C41ffCiul FCAIJ 5171.5 Jt(8IUD RI A1111 f11nC11 hl f. 'at 14115 INAVictor111514.1 461(CAI Ni.tI:.E SNAIL F011 GAR INA0 IILESS pDt{O s111PHUA. L1t ID 14"n CA 111E IRJ55 MAI III CUI fsi 149CIFEID 111 AHA NA'J. 41 Eit1CCICA FCA{E SI tIS W CAL 11D 0.11 N1r1111 JAER654 54Oi5i MI iH fH 15 LESI�rI 171 ® 11 GIG47ES t*84,1 A IOCAl MO. NI SPECIAL HF9a111U C11Y 911.11.0 6E tAtlltl"I rIl 9UkFEw NI lr 1,AF:irl 1.1 AAM SLG$% Aro 1113 dn444114011i1 Cr InE III 1n IS LIESINI IS AWLICAIaE 10 SnOP tris SPAM rP1A:5L5 Or FFlCI144 OF 1136556.4 5tl mill-/l f1Nl KCGwFIUATIGAAS Sill Em I.941SS fit D1t4S1M u iii 1tAJL_LL 10.__ _._irttultcAL-�tEii J��L:uJs.Iftl"s1S3LId1 -. - -cult-TDi EE Lul rJru ►BuctllEu ei'F"ii R7r-��oR -AIYI(ILOIIIIL 01-1.111+6 FOA EU111L114a 1FNSSES ISAESPUJ5181111f Cf fADAICAIOH. -11115 TRV55 LS AISICUE6 OILY /CW INE LOADS 5110111. PADYiSIUI FOA THE OAELEItT[04 EJI FC4101116 MUST 6E WOE AIJO L51101 UIE AESPCJJ61B IL I If GF 111E IRAs FABNICAIOP OR C/AW. -Arli1CIPATTA 110143"AIAL MOrENC11T umER iarAl LOAD- .L-94' 3-5-13 5-0-0 RIl1 2-9 S3 8-4_-A 6-1-3 6-63 6-1-Si S-f1-3_�FWH 1-5-14 92 111? 112 1112 02 +2^ 1-5-14 Max HeIgOt 9-10-3 74 PLF 12 �6 27.470 `ES Sxs 4761 �/ 4101 399E 2221 \` 2099 L �(& S251 1219 74140 ISB/ a29 543 CID ex3" 1 1712/ 3711! lei 13.514913 .�a v 1 7x6 3x4 3114516 3x1 3x7 za IILf 3311 �2 - 12 1-0-0 6-3-e 6-4-4 6-4-4 _ _ B-4-8 _ e-7-8 BUILDING TYPE: Enclosed Residential 1-4-0 +2 +2 /z +i �? T a_0 CGDE: Standard Building Code (SHCCI 1991) �2, 32.0_0 WIND SPEED: 110 mph NEAR ROOF NIGHT: 15/ TRUSS LOCATION: (Se) area HET WIND PRESSURE BASED ON DEAD GADS SHOWN BELOW UPLIFT CGNECTION REQUIRED: I # AT EACH SUPPORT. SEENOTES 10 AND ii ABOVEr No trusses; 3 Haxi1num deflection occurred at bottom. )Dint !'3. Maximum Live Load Deflection of •347' 16/16}, Index-.261, IL/12801 ltaxi®um Total Load Deflection of .544' (9/1511 Ind ajx-.2414, TL/9161 - P lr• 3-?-3-73 INV _ E ( 3-z2 {- m-4Q_ _ _ _ CLARY OIVISTON - PLATE TYPE: 1).L. SPACI11C3 LOADING {PSF7 TRUSS 3 'C' H4-14 SPEC ?-10 6. 6 / ALPINE ENGIIIEEREII PRODUCTS Inc Y_2000 2-0-10 TC LUMBER 2x9 02 DS SP ' ENG. FOR TPUE TRUSS INC - 50S `/5-I ji4 1801 S- 654 PJtMY. LL TC 30 8C LUHOEFI PRU.JECT: CEfITfx 3705A d DALE: 25 Fell 1953 r1�L �1 fAgA D PPA1n1E, Tx 75051 _ 7-AREA--% '0 UL TC 7 2X4 02 0s oF SP LAYOUT TD: (1V 12141 660-3940 PL-ATE AREX tflC_F0A STC LL BC *4 NEOS ` 502BC 118 466 10 2X4 03 SP ACDAESS: SCAI_£: 6 AlEtfiiEFL TFJAISS Pa ATE IH33.33 rA_ 51)rUIE TOTAL 47 FXCEPT AS MAY UE VAl OTED - _ iJ LLINRn SKKL DL GF 1411 SKC11 IID NIIIIMIN Vµ019, +,I CGIIIELI Dn R AIE6 56ALL DE VISJALIfa S?Wd'I NIC qLt O! r0) ALL ICI K);Ir OLAO N140t PS tLVAED CI NI 14 CD .0: I14 ,5L/ 1"1! / )11111CAIFS LAIEn4t IlItIC166 Wbetn 4%AA%WA %MMES. Ala III 61AII6111N 613151111E Cd14.11, DI. Stral IIIAI 111E .131111 ulrC/r,tlr EIIIEF. A,r1- Mull; t...I)n'ANAINIK4. 1/.'• l+) 11151111 AI lGr AIN:EIE;•11:AI JF TIN I-AS PLLIrA1E141OL , N 1)U nI4W'A A14GNADt!SINUS, 4AL1l5, M 1 AtomsIISIU 81 11:1` CIMAV3 tiF\1E3Y APE {OI WCWnAti{L6 10 MOPMITI LRl Ertl:A+4,141 U:IY.I�F`i,.Fkmn 1u, u G I"t' , El14,140 •t 11U.C111.Sw4kri ti 9" JN .C1:CtICAWE YJltr " UCP DEs1.i11 APE ►ASLO nn rot imi1 6oITID11 W IIK It.- 61PICI1 t ADDYE A 1wrr"/010419 SpJ i. LILIsS 1tD110 01tE0MICE. LVV1F111 tel HIMC11t NIL IIlE.1/G11 IC.IIl 1CA11G45, I ICI It USIGI.SFAIJ14"IIS MAILESItO llt11 t 1rE IIAA1AL h ''J-7GYG D AMO7AL I,14017S LITE 10342. FttL 1`014L1`014L)CB . Store 111 At C144FIRl Sslul C.IGAG 616101(115 6156AN10 TO FE iu4ENL17JY ulst Ir115 LrSIrAJ C4f4w IL C:16111Grr N`t Wrsicn AIY[c1flC.t- ACIw%I PI'AK IS AS$ "I'llui 7204. HOCA FILE 115AVS p61sL(O Br 1.]11111 3/0' 161117) K LANA)SIEATISIS, 3Ji I1t,,%FG0 Ys:UL PLAlt CIANEEIC15 EANA.1 iM1.55Ei 616 2I TNJS 169104 15 WILD GJ CLAAA CO►FCK4 PLATES TIL 1 GI T11E5 IMASS MAS DEE14 G65)IIIN FCA TIE L13K1)IW WIWI 461111.1 EWrMALL 161 SPiLUC.NL/6E45 SPACLD Al 16' 0,C. W1411 t St OICAN+S F:014 IALMSES. 31 C@i[C10R FUtti SIM.APE 9110141 uT A01AL 50PCE4 CIL.',(_ GI Toots.rAIYE40. 1rISTIt1L1 lrA1 RIC,10541 EAKOC CVIfWM IJWJ. IIIESS JMITED OFICAWISF. 161 IMI W&&Ln U Itt IFt9S5 iAe DI Cul CAI A001F11O )11 A ,lost. AI COIECIG61 PI FIE slits AF4 EAIEG CG/I I1101K LICC6i5 YOISI FAIN Polls CESION l2t 311GLCAIES 6CAnlu3 LOr'ATIli1 171 5Kr1A4 IWCAIrJ3 C/ME 51.1110 HE 101,441 UAPQ SUIPPDA)Pi T7 Lor In CALFIIH. SOI%) MCI 119 MICn1ACIC114 9* Ire R IMS rA51GN IS M7lECA&E TD stdU6R Ir"I tNisms,q � EW fL41 IY INSSES SEE JOLS-94 IOP JtECCIL!/WAT IGFd sY+,. ;1!LIM 1211911CI&II R Jrf-17.61E tur.)r. _IELEIuEAL IL 1W AM CrA L22MUWJ _. . .-—L'CAiti&.f1AE Ful MZ COA[IlIIG SP+c[FKo 9-1?1McALfCA -AODIr]rAIAL PLATIJ,?, FC4t IIAICL111G I MISSES Is NESPUIS3911-116 OF FA9PICATGA, -THIS TPu59 35 L+ESIWIE6 6111.1f fGH llif 10AUS SH9W1, PP9Y15101 FDP THE PAEVEIIIIoil OF PCA*1113 MUST 9E NA" AND IS 4101 1H PESP0NS18It.II OF THE (MAS iA81IL"IM OEL CE AR(. -AIIILCIPJIIED HOPtZt417At 110YEAILHI 1AMEA TOUR LOAD .2TA' 3-5-13 RL" __�.8-9_11 5-4-4 5-4-4 5-0-C 5-0-3 4-8-11 5-3-3 RW 1-5-14 i2 02 12 1112 R2 02 1-5-14 N P - ` LF Td IPO Ne1�Nt 8-10-3 F— —� 12 Q 6 3832 3711 7r4� SXS1961 EDF ;4Z 22201241 59 r.. F71113.514941 ?x4 3011 5x5 314 3A7 3x1t 2 t9 PLf 12 0-3 a 143-8 B 5-0-a 7-4-8 7-7-3 r2 02 02 42 BUILDING TYPE: Enclosed Restdential 1-4 d 37-9-0t-4-9 CODE: Standard Building Code ISBCCI 1491) J ~ - - WIND SPEED: 110 110 KEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET RIND PRESSURE BASED ON DEAD LQAOS SHOWN BELOW A UPLIFT CONECTtON REQUIRED: A AT EACIt SUPPORT. SEE NOTES 10 AND 11 ABOVE. jno trusses: 1 Maximum d9tlectiarl occurred at tiottos joint 13. Maximum Live Load Oattecti.on of .33t' (5/151, index-.R68, ILY13411 Maximum Total Load oeflection of .519' (8/i6)r Tndex-.281, iLIS55) LY- D11IST0J ^- 141011E TYPE: - a.C. SPAC11116 LOADING (PSFI YC IUFJEEA - 7U5.^ 37'D HY-17 $PEC T-71 D(G, ! ALPI44E ENGINEERED PAOCUCTS Enc V-2DOD 2-0-0 LL TC 30 2x4 #2 t)s SP �': E14G. FOR: 7RUE TRUSS INC - 565 S� 11.01 S. GSW PK'n'. . BC LUNBE-R PROJECT: CFNTEX 3708 A DATE: 25 Feb 1993 GRANA PR1l6RIE, rA 75051 7'13 DL TC 7 2x4 i2 Ds ST r� of 12143 66D-3940 _f"LAVE AREA•` [NC,01717 TL LL BCUUT ID-- 544 DL BC 10 NEB 2314 J3 SP E_AYAriFIRESS: — {t} $r'ALE: 1$MBER iHtJSB PLATE 1HSTTFUFE 33.33 TOTAL 47 ESCEPE AS NAY DE IJ1G TED !t LIN4R(R SdANI NC 19 TUC SPECIFIED w1O11rA1 4PLAOLS. 81 CUOICLIOR MAILS 31491, VA UISIALEEU 5441A41141CA t.1 INt LU) AL I1415Hd1 ON16r.ALIMMAS AS'.tUfr.lU NE CJ411flef-.A r III *' lnUlrAlls L11Sw4. ♦A4.LH.Al1U1N1 fl'A 4.114 k SI.FCIIS. Na 102 MAPIIAAI NDI51'fa 4011[tll. 36 5101 MAI i11L .PJJrl I. UN1"C 111 4lhtI1 379' MCI,- FI INt= SI4AIN101, J7.- I4I lll_(rLLAiI[JI AIA:IKC1tU1 U 114 iw OSSS 140-NJ,C411. 01x3 IS a owd"AILUNAME Si141S&'4PLtL 1. ALt 4A4UES 41S1,0 6; 1LP CIK"S4<ICES AM I'M 4* :w4111PED la CCCuR U41111 rdr'r11A14 W AplLllil 141d1fRS 64'ACLO 4G' e 1 44AI,. Itw1PWr 9pACrU'.slc-AL It UWl 111 ACiCicll<t MII P F4O1 Of5)ZII AR[ NASCO L41 Ht LAI1,61 40111011 W 141L JrA- 611U.r(LV 069U'OE A AOIl(d4 47♦VG SPNIOI. Lft[6S 48110 Ut,.LPNIit. CUPMIII IPF 1N4CIN:AIC,4KLI IJ, P1JULWAIIE46, 11104401- G[SIWI SIAIUW'(N FUM ISrtO CV IM:JIATIWuI 21 Y`ZhUU AIWMIAL W. 1147. &A TCA OUTA. SOCC 11) NL C61,16E6S11141 C16W Ptldc^ASSI.M[U 10 It C4A11)IrNrjSL M6l taLS Ll51U1 C111CMIS 1G t'A"Al1 II'1 Ksi Al SPE.CItICA- FOREST' IIUKA1CIS AS9:.CIAIIC/1 7261. U41CA FILE 96.1?6 11010W)0,EMAL)k Wft' 4.1141 K1M:C0 S1EAI1-1II1 112• IIU414:11 NLIAL 1t A4L C/del C1EC XdCU 11`uSSES A1ND ?1 /HIS DESlfdl IS a15Fa G4 CLAJ41 t4dNIEC11111 KAMS WN A. OI 14If5 IN.4U5 WS NEEII CYs121LL1 F4M f11E 1.1:4011P.114UN11 01311.1 OR4NAlL III.Na1LIl8 KNUFU"SPACCD Al 14' R.r. 614L11' SIAIOAINA PrP lAU5St5, >U COAJACt0R PLATES IMS AIF Y1A10 01 AAIAI. FGPLV.&INN,4, nr T11E5 014AMIla. IHSl41411rd1 AID USE GWLL COFC0f4 4111AAI, INA E5i I011,U(Iftft,41Sl_ ISI IA 14E4t11OR Ct 114 MUSS 11Ar 0E RT'( CA114ft IFIEU 114 JAI'Mil. A •O OCK&FLAIF SI[1S Aro CALJIV PJI NIL'TH IJCIIGSS SLOts) 11111111 rUis DES1a11C 14 171 LIAAIFS OtAIIING I.WAIIU4. 170 SPECIAA IWER.11A5"lit 9RNNU bt IA-E"IANIltA1 S111W 1 )I✓0 4t 1 04 Ctwrn IALCJ46 Slats, MID 161 UPIUIIATI-44 Cr tPE Ut IMS EESIW4 IS AIRK lCAJlli 111 SIG111EP 6PA14 IFLIS$5 Cf Ir4CIICNI Of 1"5,16 SLi 1110%1 FON IYCl.NerOA r lolls ItL-CIL.L.2j1 Is rrt DIAMI"Al t[ Tit P,\IE L[r1-.rn ILCI4r ItAL LOUD rl: n LprlcLGa31 u4_ —.._. ATIIAIpID EG1G IC. C FIE9 9T'FABP Ci 4Y3- -AVO)TICIPIX PLAIII1S FEA IIMLi111a TPUS5CS IS NLSK051B1t11! CF fmairi-rEw. -11615 TR655 IS CILS)WIEO C11LV FOP THE LGAA5 5110Nt1- PAOYISIM FOR TME PACIA1111U1 OF PCtIMIG 611.151 BE MADE AND IS 1,101 TF£ PESP0fIS)51LI7i GF THE TP11SS FABPICATrA GA CLARY. -A1111CIPAITED mrAwFtiTAL 14011114EUr LZIDEN IBM LDAfJ - .204' 3-5-13 AM2-9-i1� 4-4-4 4-4-4 4-" 4-5-0 d-4-0 - 5-1-0 Attd 1-5-14 02 F2 •2 112 f2 42 `i2 1-5-14 Bax Height 7-10-3 12 1,7 fi 32BO 3311 4029 _7 3%4 3221 FJ f .S XS T 1 4709 12 2b51 fi 996 3 2221 234! !+1 #4 IIA _ 1 2113 � 593 � 945! 173r Ih4! 12T/ fi*A h 1 17130 17109 is.6157 IQ�q (35149% °r) 7x5 3xEi 5316 � 3117 3044 2 1,2 25 PLF 8-e•8 S iS-4 6-4-8 fi-7-9 SUILDSHG TYPE: Enclosed ResidentiaS 37-C-p 4 CODE: Standard SulIdin9 Code (SBCCI 7441) Z2 WIND SPEED: 110 NV% MEAN ROOF MIGHT: 151 TRUSS LOCA71014: (Se) area NET WIND PRESSURE BASED ON DEAD LMS SHOWN BELOV UPLIFT CONECTSON REQUIRED: AT EACH SUPPORT. SEE }NOTES 10 AND 11 ABOVE. i No trusses: I Maximum aarlection occurred at bottom )oint /3, Maximum Live LoadDeflection of .347' WIG). Sndelt-.291, (LJ12841 Maximum Total Load Deflection of ,543" (9/16f. Index-.294, (Lle181 wMAO _ ----- --- G--'- CLARY DIY15)ON PLATE TYPE: O.C. SPACING LGAUING 1P541 TC LLIMBEnTAU55: 37'0' HV-15 SPEC T-12 UNG, fd/ ALPII4E ENGIHEEREU L L iC 30 PRODUCTS Inc V�400 L-0-0 2x4 YP 05 SP r ENG. Fla TRUE TRL1 A5 I)IC - 5p5 1861 S, GSM PK,.Y. - --- OC LUMBER P[1A.JECi: CEtITEX 3709A DATE: 25 Feb 1993 1 SPRANG PAAIRlE, ix 75051 7.0 UL TG 7 2X4 tl2 115 SP 42141 550-3940 -FICA AAA - THC. F6f{SQL LL BC 1 ME05 LAYOUT 1[): fi J IL 526 THUGS PLATE lUL BC rItl 2X4 /3 $P AUCIRESS: SCAR£_ ' 33.33 .1v MENBEf1 NSTITU6E TWA,_ 47 E%CEPI AS HAY 6E 41QfEU 11 11LINEI1 L—LL Y[ AF,IN1 sl'ttir:ril MI/11 IIta•1 W!ADFs• DI LFAt<CI DA PLA t LS SbIL of If ISIALa Is S+Wk IRIC.IIL 1 PI 141 ALL IfTISbSI 00WI&L"Et NS AW ED TO F1 L'UITHAPLM�I r lap y IMIC44tS LAILPAL Mnb14A1 ti ingM 111E MIWL 6KCl(S AIO 1*3 N111e4,NOISI.." CaltFU1• LOU "" IH&I IDI: .ul!PT SA IG 61 EE1/L1, :I/,,- -I'll* FL/ED•lI•A•+CAlulw, 1)2- !a! 11454#lAL13CAl AID lYLC11,"'�I 11E It+AS, 1-CluoilU aC ]S iS n14(•LN PLI.iMAPIC 5114455'/Pltt$. AIL 3X41#5 4RtD C; {U•CIi1L0 SMILES APC t4[141 j.EF<f!LtG t0#11:##41 E!lRt IN t,lul :/I 1141X#:lis.1441.11 N! SI'A4Yr, lG' u.c IN,1/�, 1l 14'"0" yIIA[III� 510:404 N YIA! 111 PCCfAIEAr RT Ilfln 171!15(:•11 1M ■ASCD GL /K LAIliI [41IT13II 4t IK UA- DIIt C11'4 MURE A SOITW 11CF]l'I I`.E- 'AWN Mlt/1 41LILPAISF. CIyg1!1 191 OIACFifi Al fi//YCI W'FABL l CA 1lCIK. I IQ44L CCS]J11IAIW'AP{6 P-AL I3t0 6t FK Ictt I Cf411 74 V-24111 AFFAVAAL N.%AVOki UDC p3a7• FILL ice 7014 SYCC 111 Olt rw*krssi441 GIC"..14 MNCt6 ASS•A!G 10 M rail IIt4AWu 4IN In15 Et Liwi AWVWu 1-.t.IRH1U1 I►E Cts1U4 WC(FICA- Tv$q 14.3c f1s AS'aCCIA111/4 7i6/. NDCA FILE &L-124 60AI:L6 DI 0114911 W", '41141 tt,OwXQ SIIEA7 M114 111- It",%341 N1.IXt PIXIE L:AYLCIED OX4 tU.ZSL3 N++ H 1111s"S301 IS tl/31:0"I CLAA!CCANECTrA PLAITS(AS 1. el 1141S 'PiIi5 MIS Will GLSIWI(D FCA TIE LOAfl111G SNDIpi 101111.1 IIRrNAt1. DR R14111114 IEM/RS WACED AE 16' O.I.- Gull 11 F 10#I1DAW6 FCA IWALS. ItLOIa1W.54"VOLMLS St1E5 Am Yt$EG M hoist 1(44[1$4AL[• W 41,41%MAYE16- ItISTALLAI IUP Mal USE 1AWL C4tt'CAk 114,101, ALCSs 101181 SLIER9V1 tai in OdkoLR a 114 swissYAi DE DUI LII 11OGIF ILII [N All+NA/. A3 COIL CI IA KAIE SLICE AFC CAL LtG Our 111G1n ami.•55 sa 076E NIIM IHIS 4ES30'I 12f 118 110/CAI"DEA5431,13 10.A41011. Ill S1iC1AL WO&LIIO CAFE 41OED K IAkE41 DUR1110 50111m3IW Alit, •, LtImTN wain SLGISI HG InE 0119141.1101" YNE U! Tn11;LESIYI 19 AWl3CAILE T6 SIIONILM WAIT TRUSSES of MEOWS Of tWJS%6 ELL 1Ol6-111 tull KCE6KIVA110115 12L-tA"-J?lLL9..It*-It'26CSilu1 CI IrF nAICSlIIgillj ... Irdnl 2CAt Iot61111 A1n cw"rL 1163 tii,- --- -` --•-4..+FICi.FIAF IDI Alii t0J,0[[iG 9' CEO Dt IGEER -AWITIGIt1 PLAIINC, FCA HAt<1111•u IOUSSE5 CS AE51•UI5te(LITY OF FABRTCAIbK, -11415 TFUSS IS CESIL*IEO 6i3LY FOR 111E LOAOS 51101111. WU4151EII FOR 741E FOEYE1111011-(IF TidIDIFIG MI 8L NAGE 010 LS IIUT INE FESPO)ISIDILIIF Tf Tif TRJ55 FAUNICA.IGR M CLA31p. -MIIICIPAILU HDRI20ITA[. NG'AEIIENT LIMER MIA# LOAD - .302' 3-5-13 3-6-D 3-3-0 P.M y 6-0-3 � 3-3-0 _ 6 6 O � 8-4-0 5-7-0 FWF1 I-5-14 f2 #2 42 42 1-5-11 --_-- 74 Pt Hsi H91gnt 6-iD-3 - 6 2511# 3610 36t0 3191 a 3521 A�13 3x41 496# 6 V +g 3410 ti, 1970 2x3 :♦ ti' L i26# 1921r i36! 171# 1060 L ` 69 9 7\\113 '� t 1712* 1?,q 17Iie 13.6167 I (3.1531 4H 7Y@ 3x8 15x5 3Xa 3x7 3)Lts —2 12 20 PLF 6-3-0 6-8 B 6-6-0 6-5-0 11-0-0 0z 42 11`2 02 1-4-0 37-0-131 1-4-0 BUILDING TYPE: Enciased Reaidentlal CODE: StaTWa d auitding Code (SBCCE 1991} A2 WIND SKEDt 110 no 1 KEAN ROOF NIGHT: 151 � TRUSS LOCATION: (Se) area NET MND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: �Q;aa # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE, No trusses: 1 Maximum de4tectim occurred at 6oti-00 Joint 113. Maximum Live Load Deflection of .337' 15/16), Index-,273, lL/13291 Maximum Tata] Load Deflection of .528' 0/16), Index®.285, (L/8411 S CLARY OIYISlC21 PLATE TYPE: U.C. SPACING 40X01110 [PSFI TC LUHBER TRUS37'0' HV-13 SPEC T-13 (IWO # ALPINE Ei4GTr:� Y�t]4L7 2-4-0 LL TC 30 ERED MODUCIS Inc 2x4 42 US SP`�� ENG. FOR: TRUE TRUSS INC - 506 1;'541 j ieol S. 65% PM.HY, BC LUMBER PR.OJEC7: CENTEX 3708 A DATE: 25 Feh 1993 rL WAF10 PRAIRIE, Tx 7505t 7.0 OL TC 7 RX.4 •2 O5 SP 2aF r7 !-t 12141 660-3940 PL41E AREA Tt(C -FO[I, 5TE- 1.L NESS LAYDUT to: eC;'o 7$GAL ! j1 5.12 4L BC 714 23:4 A3 SP ACURESS; — -- t FEHEEH 1011SS PLATE INSTITUTE 33.33 - L• ,__ _ w ^— TOTAL 47 EXCEPT AS pA7 LIE 11131EU 11'13 it LL144A 54u.l [E � lilt SPE ruo PIium"►ta-C[S. SI Cor[CIM IS.AItS fiHXLL 09 EIBIALttD 9fW4}IA[CASL. 011 101 At 1C851hi 0%00HERVEAS ASS'--4D 10 it [(AU tl tfxlu f f t- Jr11lta1E6 la1[Na MPAE111,04ANA 1104 NNi.I S14:NS. AIL lIW WJ 11,!1M YOtswi (7110[1!1, •]R$.KJI IJJJJ )nE .02rif pPACla at t 118th 3!0- ,0610 R 11JYI vwAIIfIli3 ti:" Jt, JNSIa 1111:11111.WZ11 GIA rf NE 1l,JSS. JrfrY-Y 1111, Atc) Ib J "944WA 14LUMAPI[ ►111954'f AL149 111 t--Ah USED 91 10 f KiW WLLUES APE P [G G1 FVtW4J1+tTO✓'-CLP I4I1i. W+YNA11 JJ+pNti114:itwil,1 WAl'LU 0G' 4 4 MAI:. I[fY'IA,API hP-EItIS dntl;llt•GE WtE N1 ArZiA%Alfr HIT,, r I1N At 04 04 WED GJ G,E LAtf%f[DJt14P W 1-t l4- will:H'+ A1D•IE A form" :,,wt: IA11lE. :IIA ESS JNITLD GIPLI+YttF 0O.I+Elft IPI WRAC1P',NL ►JY:11:11 Ail+LI CETlu+1. IlU1tFL Gt5J4/91NGPJ.A 1'-acts"fa UI i-4 JIAiltulm 71 'I 2000 "Vl"1AL IZA-"F& EAC M342. Tro T.77 7414 UK, 00 At CC1tl'AESSIGI,t:IY:M I(I"PS ASS!ttl ro a C II HrAtIEEnbi I+11S 1:tn14t CN01~ IG L'JJYn1 IJ-1 I11914I1 SW.CIrLCA- /UPEST t'nWAICIS 115.:C/El till 7281, SOCA F[L[ 08.1!5 a'AEEG of E[I14H 3/Y' a1r+.1 rtfM.xA1 LExtN HIS. Ali- 11Wf5 TGRAEI/ MATE CE41101G 1IAJW IN.SS[S N1} 71 (1115 Or9laal IS•IUD GJ�LA4t [(AIIECIOR PLAIE5 CAA Y. al I019 Tn'YaS HIS 11[611 EA%3"Ai71 TPA THE lOA03/U ',410001 U-11J.) I1r.wa JMi vwcxti AE1eEP5 SPACED At 16' o I ti,Ml I II S1111111.0414rfb In1551i. 1? cOA[CA:[I F%A1tS-mu%;w s"a QI*),IAL FUER"as 1. GI TINS DPANUa:. InSIALt AIJ1Yl AJU 115E !01#&&OUfO+W 114-0), 114 EVIOIED Dh11JPI5E. tbl IA 1416EA UJ Tia tkAS HA DE IVI 171 PObIF ltb 111 Alit NAI. V [ua[C II:A mAIt 512[4 Art C/Ltau Q.N warts IAcrcrs,sLom K[III TIILS TIES/.YJ fA 110ICAIES 1*04 J3 LxATICH. 171 6PLCIX K114A.O0[APE SNOU.D bE rAREII Un11V' SuTPPIr] RI i1 L6t1)To IMGUS SLOISI HG 1t! [WIGITArtOJ re It! Oi 11-IS IJESIGa 15 AMICALLE TD SPCnI[P EPA11 TFJSSaB OF MLlIC41 IY TW/5-5ES SY.9 Yla 41 fUA PECCJ1fE)OATic"S fl2t..62LL. dI-1S Q1[!Iyil tillOf fit..tJ.LL W4111iyul ICAI LOIr1Y LO Cd/LQJMII(Al. -E-cs�cuTATlu1 N .Tilwlt�cTFTEo s-iZ�1c4�'"- � -f*KiI11YE 111.14MH STKSSL51t0T kfAD. F -AODIIICdUL PIAI(IIG fCA HtI[A 110 TPV55ES t5 pE51`Ctl$lUll7lt OF FAWICKICRI. 1 •IRIS 1111.15S IS UES16HTA UILt FON INE LIMOS SWI"). PrAIVIS1UI FOR LIE PK'9141101 OF WAIEIIIG PE151 K MADE AIx►15 1101 THE PE5Pa1151U1LITY GF TILE WAS rAHPi CATGFI 411 LLAJi7. -ANTICIPATED 110PIZC411AL NW411 E11T WOES 1610L L0460 . -►97' 3-9-14 167 135 61111 3-3-2 6.2-2 6-3-ii 6-3-14 6-2-2 5-0-0 - 74 � 74 PLF 1-5-14fl5 112 JF2 42 1-5- -14 2a4 264 244 7 32-t-0 Max N01$11t 3-60-3 1 90 99t I 12 7Fi90 9430 .6540 64 4A 683!1 d Gy 1 I � 1 24101 TZ x 4;L47x9 484d760 !. 57)t 3ta? 2214 2191 7750 470 1 31-791 13.5345 w J 9[7 5x1 0175115 r 318 •°, 37770 tl rid13.51 48% i7 13.31-9 S•i9-iD $-3-141 8-3-tA 6-2-5 5-0-0 2D 46 35 20 PLF 2-4-0 1-4-0 7- -D 32- -O 37-0-0 5140 22DJT WILDING TYPE: Enclosed Res[dentiaL CODE: Standard Building Code (SBCCI 1441) WIND SPEED: 110 q* MEAN ROOF HIGHT: 151 TRUSS LOCATION: (Se) area NET MIND PRESSURE BASED ON DEAD�LOADS SHOWN BELOW -S:� UPLIFT OONECTION REWIRED: - 6 0 A3 EACH SUPPORT. SEE NOTES 10 AND 11 A60VE. No trusses, 1 Special Loading: Aefer to Loading Diagram Maximus oeftection occurred at t1OtLvm Joint 04. 2 Ntl►CarB Aitluiraa FASfEH TOGETHER Hltlt Maximum Live Load Oeflect30n of .534' 0/15), Index-.433, [L1631) 70P lad RAILS 12-A.C. F1aKimum Total Luad Oef 11Ct San Of .037' 113lifi1, Index-.452, IL/5301 BOT lam H[IL5 t2'O_C. r RECOMMENDED CAMBER: ,45" { 3P�7. �3 Q %CO 104 NAILS 12'O.C, FASTEN AT C41 TEAR ALL PANEL POItIT$. tae GOT NAR OR BOLT uw0U_w1 TPUSS_PL-ATIES e CLARY DIVISIOM P)_ATE TYPE: O.C. SPACING LOADVIG JFSfi TC LE&48EA _ 1AUSS: 37'0'6 HV-7 SPEC 7-16 0Nc e ALPINE Et+GIt1EERE1) PRODUCTS Inc Y_�000 2-0-0 2%6 it US SP Er[G. FDA; T(IUIE TRU55 INC - 505 kens 5. SSW PJ(w. LL TC 30 8CLIIHBJETi LF GEt17EX 37flO A� OAIE: 25 Fab 11'93 {;RAND PAAIAIE, 1x 75051 7-0 1n- TC 7 � F 9 s� �x� �� as sP Of 1214) 660-3940 -pE_Ai AREA:"2171:-FOA-5- LL 04100 WEBS AYWi 10: J 750 OL ©C 10 2X4 03 SP ACAFESS: SCA1 33.33 -E: j).".hEHBEn lfilriS PLAii IItSTJTJJJE TOTAL. 47 fxCF PT AS MAY dE 140160 SA Z �, Q, ` a��dS d1 CSC d� 9t3S VX SS16 v dS �9 vX� tl��n Q�OI O eF4 1 t ast �3d ev, Soo ab G nr�a' �3�! t7tZ�gl 8fl Re0 1 y�4aok �t3SN�� a3. stay'�t �L �Z4• •��g£t, onl yat}a4►- 0 �� vfl4'► j% 1140 3141a� �vIS � S qa3�� g ds G'nN,- ��g �7 1 g ,,•. �4 Ot 4 + 3a f Efi6 SS, i s �6{t81 ,V f 3 21 11 tj,�itP ti ��►O$.gess til ► a i o 94 3� ea� CSL:, � w tN� �tA � t 2r .Iva 3g 11C 1� tis40 a 1W90 (ONS °"r sf� exp ? �p1tn9 �d � vo y` ago qc 401 (`66% `� �� Y€ � a4 U� t • r� { L;�9�t it1Zt i� rj„£.G t 24 R s?si �S�l,S 24 £ r£ a1 R i6QE � a_t' t3' gilt fes" 4 i8e'E 4C Ntanst r.� t* agm *+5 Q't�SRC15{py�d'POO sstv`i tt 4ts'#?T ,a min��t1tt5��an�'Mntt't��yya yir�;,ti,,i�5, 41a ,q Y t tfr Bei s1 tyt4ri W* 'K}<'yL*�' flt53t St S11,i'10 to 1flY!} j + .6iR�^Kt tai d3�3.ttyt`p'it'y toiaS`SttNd}.1}Sa{,bt�,K'tt/sit\at�t{�rinI11ha SCta',3\t�5 a�ttd,iytattil,4pt e' a: ��YNiFRti eJw ;,t �'A* ,M5nt7t,7++t tliS.YfdyQ+,OiKi.i�`tsi.u\A5ytR St' w�1�tatitai,i0� t,otc tj.an,a.i_.,*,�.a:Y�✓'6'f T; ti}ttpon!t,W.'ary5q�lot AtP•itaN i 41"* , t\ca etie ,Tliµb ifiiOAiraf^S Li -j1A 0 10,rti ,% 5501 O �+*1 it .1d5J3 0111% t;t. at 137 aJt iitini 43 A ® \a gy St ` latttO • +s an p1' S 5) 9` pup,*, jgypal 'ICA t ,10 tilt .xtrteM,r t ia5t S1 Sayv=1t LNCsilk ly, �3�W 9t .>y S 631A.�- �+�" „t„\ »n ns a „u icy y 1tj�tgt1{SFS{R1d4� Y3 rB.Il'yt �ntt�,d tti D \a4 �t yat��" eA`tsaj„rod toi r d03 C tt4 fit- ;: �,t a}o *\y oft ,>sr ,,9i til tt di s+`'`' prtsa vj R y{t M a#i.ry,nt tYSlti i a5'ytrpl5 1t}ilt4 tt`t Mylat,i\ra c`aO',a�.t`,SS;Sq)yN; _.w?'+i�a ti°rtw S5�}4�«�i D1 i*t Y}11•�; ,rfl,t ,- +a�{,aSY 3,n�t��.,.--.-- IF LI641-LULL VE d 1011 SuICIrIE0 NININN WtA0E5, M Crit ELIDAI 4YA1ES 50ALL OF /1451ALLIC SItlEIPICAN-f ql 101 All fra51W0 Cia-Aa i(am"s ASSJED to or C011tIHA7ri r 031 y IaD1CA1E1 LATERAL WKIt A.W04110 1114 NtU_3 SNE:1Es, AIL IUD NA/1NwL 140191uNE CINIfull. DA Ta:AI ILIAL 11l 131HT, ONACEG 01 1111tH 3W .NII! --IA311 Wf AT1111W, 6,W fel I ISIAIIArIfJt AIL EFI CII!JI Cf 114 14,Sa, FdA-AlEls1- AFA: I1 G1 n[.nEN 41+NAliF $11%%S 'ffLIKS, ALL 1AAAAS LCJtr ty 11.p 0"La LPLictS ANE Ilnt MCUTAlia.rE, lu tXR1N 1N114 UL'f%4t :.A f-,*Kjtti Ko tAIS W*Cllt 10' u c rmAfl, I11/K/UNf UPULIH:SCt.A f•LL LM£i JAL ACCUY1A11CC .31./OR C1IS1uJf AAE BASAL ill- 11d LAltif rairlat Cr p# IIA- 6111tCitV ANWE A aOttC4 CHM 111 JCF. 14AESS H71td,GIrEP4JSE. Li/IKEI11 IVC NAACRY.AIG t1kZ%lU1 P'*Lt:A1346. 114f0 CAS14/!T4£LA110S I-AYt1SF£D r4 IIS 1l1'./LwYL Is 'f-LLQU 41'1-PWA, tALA41t14C LCC ;142. tnA TC6 2014. JLC 111 All Cr"T1&!h5I41I L-1411 At1LAEAS A.'.SMLV CO!t CCf1110f.IVJ;:L x161 rnl]r£SiGtl CVfUNLS 1G Ctiutttll IN KSILI b"C11ICA- fGli51 VWXALK IS ASS,:C IAL IQs AMI, aCCA FiLL 64-120 8WCED Cl 1,19dol 310' Mlli.l rLVN-.f.0 51EA11tifr. tie' 11Uss/CAI Lf.1Ja 111.1E CI.INIECILG NULL 1+4'5945 NE ;I 1HIS Ot Slid 15 411-SED ZLsat CC£tEC140 KAWS Coxf. NI 14115 1RL5 WS U[(H D1:TiflrN fU1 TIE LG1011Ai SIVA) [4111.3 DP(NAII,IM liLAC1HG Nt NNFAS SNArED AI 16' o C. fd1tO III 51"13&WJS FINN 1PI/.'SES. JI tVt1L1Ul/f Ai15 SIJLS)-X64546 LI Alga F4AL15 MA-0. dl TN15 tPAAl11G. 4151/L-AlI4/ANi.USE LYLL C011011111 ,LM111. VEES5 110110 UTIfR£11L. I£) 1`83141silA GF lit1IMSS NAf 0E Cul CA IIDDEFEIG 341 Ali,1141. Al CIr t CA HATE SUES ANE CAS LED 011 N761t1 4srNGSS 5LLAW NI H '°"t stili of SJai 1a1 (sA11LAfE6 0EAN1110 twAIJL41. 17) SECIAi 11011Ll11D CANE 5114£D NF l"11)111 11WIt4:.y1l Patna 41113 NV ECIK,In lW11N SL4451 NL INE TAILIAITA0411(•F T1s 01 fNES LLSIAl IS ANPLICAMLE EO Si"Wit SPAN IIUAGEN DEN F � f1- liCiJ01 1H'JSSCS SEC I/E6.11 F071#94!0#0WA1+CAIS slt[ ilt LxL hIS IK f1,1gj[71L11 U Ttfg,all ILIIL iIf. ICLHCISI-tU1N117a�Isf CC4F J,y'$SIIStI.� - iZr4li tLLTr001CAI[a -MM14IG41At PLAIHIG FW HArt(.ITIS T146SCS 35 PfSPd1S18il-11f OF F001CAIM, -11115 )HISS 15 1AS36rIF0 OJE.Y FOP 111E LOADS SUDOR. 410EF40I5IDN 1`011 THE PFL£y£141IIYI OF FLi16t1G 105T 8E MADE All) iS IKJF THE RESP01151814LITf OF 111E IRISS FA6PIL4IL13 OR CLil31. -AIJIr4:IPATEO HaNJZ44111 101sULE4/1 LOADER ICTAL LOM - ,9411' 3-5-13 2-10-0 2-i0-0 H;A1 r 2-9-i1 4-8-6 541-0 6-8-414-4-6 4-7-8 RUN !2 02 •2 !2 12 02 02 74 PLT i-5-td 1-5-Id Htx VM52 t 5-10-3 T 12 6 2791 3150 4191 - 314! 2571 1 ♦ t t 1 b t7 !}rj 9221 3Kd aR4 3x1 1114+ 1081 iO4A 113f 11+31 1460 86/ 59f !3 14 T 20 Pit i s 1 17110 13.5167 v 73+8 348 304 8e8 SAO 307 a:. 13.61491E 1Z 20 PLf 6-3-8 4-8-8 5-8-0 5-7-8 5-8-8 02 J/2 !2 42 02 t`4-6 1-4-0 LWt BUILpIt1G TYPE:•Erlctosed Reaidenttati CODE: Starxfard 6ui{ding Code (S8CCI 1991} 2 WIND SPEED: 110 q* NEAR ROOF RIGHT: 151 TRUSS LOCATSON: (Se) area NET VIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REflU1RE6: t� # AT EACH SUPPORT. SEE NOTES 13 ANO 11 ABOVE. Na trusses: i Maximum deflection occurred at battam }pint f4, H3ximum Live Logo 08flectioll at .407' 1./151, Index-,33, (4ft091) Maximum Total toad Deflection of .638` (10/16), Index-.345. IL/6961 is 14A a V 13`7-3r-q3 DMJ fy�U3 _ 1111 1111- _ C-3CLARY DIVISION PLATE TYPE. O.C. SPACING LOADING tPSF} TG LUMBER TRUSS' 3?'O' Hill-ii SPEC T-14 41N& 0 ALPINE EE-INEEREO PRODUCTS Inc V�000 '-4}-� Ll TC gp 2X4 02 05 SP ENG. FOR TRUE iRUISS INC - SGS toot S. GSH PKNY. RC LUMBER PROJEC1: CENTEX 3108 A- �+ oATE:: 25 Feb :993 GRA140 PRAIRIE, TX 75051 7.0 OL TC r.O 7 2X4 02 Os SP I OF 1 +2141 560-3440 -F'LATE�-��-�Rf"A - (17 - E;-�fX`SIL Ll 6C�T HE85 LAYOUT IO: t ! SCALE: 594 OL BC 10 2X4 03 SP ALIORESS,. lle 33.33 - A4ENafR IRE1S51>tATE IN5)1)UIE TOTAL 47- EXCEPT AS N4Y BE NOTED �1y Ilk ,7:7 ------------ CAN i _.. 1 _ , 410 r _. `: { . r"' wa a .. ', r - .. .. _...., _ ,.. I w.... ..: t d1. _, f , r . .. :..:, iCST r _ , 50MIno will _ u r How? q7ny 7 77 ~v t OF 4 as OR• 10- 1 N T T 00 - r s _, a , _. � ,.,. �, ,, _ '� � � � V � Y .. ,,�.tl 1_��...' __ f ;..a � �_ ,.. � .. y. ,r, -_ _. ,_ _. .., _ s � 3 }- #� k �? ii I�l � __� .. r. _ .a .. ., -�_I; ., .. � .,.- ., 7 .. .� _. ... ,. _ .., ;,�,�y ,�..,q i � i C' .., � _. ;,.i � - ,. a. ..��, .. � � ,. - ,, ';�'�� ,. , �� a.� :.. .. .,. _. ., _i ��3� ��..ks��,_�1. _ _ �, .. . w�_ _. _ .__..__, _.__ � � t 03.23 93 11: 32 %Y214 660 4994 ALPINE TEXAS �UU1• U21 _ CLARY _ ar A4*0 Ero;r,m.d P+oducm Im � 1801 South Graaf Southwest Parkway • Grand Praine, Taros T 5 051 • 21416603940 CLARY Facsi.mi ie Trans= ssicn T Date; Fax No. : 214 - 660 - 4msqoPq No. of Sheets (including this sheet) : Telephone: 214 - 660 -3940 FaA---,Im lie Machine: 3M EMT 9165 (wi-11 also receive and trammit 6 mj=ute) MAR 23 "3 Building and Zoning 1801 South Great Southwest Parkway ibGrand Prairie.TcXas'505 t • 800527-661.1 or 214/660-3940 TRUSS SPECIFICATIONS ra u FOR Centex 3708 A `- ra ra The numbers listed below are a tilt of truss specitizations for the pro*t named above. These specifications are attached herewith and have been prepared under the responsible charge " of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21 H-23, DRAWNG NUMBER DATE !.- 15416- 1nf19 Rev 2 3[Z393_ 15416_ 2uf19 Rev_23/23193 15416 3of19_Rev.?3L? Sq y 15416 4of 19 Rev_.2 3/ 93 .ti 95416 Sof19 Rev 2-3123193___ 1 15416, 6019 Rev.2 31T3j43 M 1i541d._ 7of19_Rev 2_3123,(93.___ H _ �y 15416 W49-Rev.2_3123/93___� y 115418 9019 Rev.2 3123/93�.f 15416 10_of19 Rev.2.3123193 -_ 15416. 11of19_Rev.2_ 23 93_- - 15416 12of19_ Rev.2 3/23 93 15416 13of19 Rey.2Y23J93_ 15416 140f19 tkatl4 Rev.2 3E23/.93__-' = D l,�ttl7ttt1111111ir ,l 115416 15of19-Rev_.2 3[2343--_-- OQ 7O s ��lTj1�,�� j{�J�� ,; 15416 16019 Rev-2 3/23/93_. � � ,,•�� {�,� . �,fn 15416 17of19 Rev_2_3123}43 - 7 CAD 15416 180199 Rev.23/23/93-._- CL. r� 0 1-11fEP SFtyLI. BE of INE S140f LLD I41111M•ML GAkAIJk S, hl F�I\I.L TOP IM-A(tS 514-1; BE W5111-LED S+Wa131;Ali r to. 14: HL ILItr Pdl E.IOrG MLILILF+J:Ate.:/4cD Ill L! 1141111kr Xt 14 .�S 1.I11IC.AIE:4AILNAI Ek1..Ill'•I(AIIEF ILr4 11111 1- SfEClli, }1,Iy 192 u ,IWNo N+I`[lAt CLIIIf,fl ,yl 5'111 fN1l lyl! .101itt EOIAL(G U.f111,tN 1!U' 1.1110 (1,XI-MA 51EAIH1IW 1i:' 14, T11SIA14A1II"J:A1C. I4.Ei 1LLr1'i T00 14.'55. 414JIAl>Er1T. AlIr v.A IS G1 nk w,Al1�,YAPr& SINES% IAL IF•; AIL f/I LIE.WSL.4 h: Ir:Y L'1vitl11i 511 LEES AFI 1`11"1 IM Iu\t14't4 10 4!_L'lll INIII: U!.Xall int 4p 1,;01/1 b*JWLi1'i Y'1CM 7C• p+ O+Axr 1,I W'IIRAP• VIH 4111:. slrL.{L.Ill'. nNO IH Il i.:rAF.MVCE Xllay /W ENE +I ANE B}1111 41 ENk I t11[`-1 to II HI I Rri IU LIF1.0 11'A tUUJE A 1.',011.%1 F+IGY•Sri 1`.!. '�■15ti IGILU GIIYIYI`L `.1\,NF II( fP[ Ef.JA'I IrL ALG{1.'..11:.11 f".+W-)iATIG�.. 1100111 CLSI.J.SfkAP,-OV1 F`W4 Br 1,, I"Lu IU J.. l w00 AVPWTAAL ttNa PS' LUL' P 14 d, Fn 1'11 2fty; ` I'L 111 LI CL4Y'FE5S.i kAl UIEfi.18;1`(1115 ASS441G Iu EC {'.All 1.R.IIY.}S{li', 1+ttS iz Y,ru I i.tl.I1L16y. 1+:Ctfjuhl 10( IIE 6I 11 SF`E+141LI ♦ �,? "-flR 11 fLaYAi15 FSS:,:;IAi1,M+ 1:61. hF,A F[E( Or i2'A EPALFI:E4 Flllifl_(16' 14111 r I,-j,JEt1Fr IIr'� I.i7 I11',IG FFA"141 FIAIE ��":.l4:1Ff1 x'IA.I:r 1NL5SFi lAn 0I rN15 QSI:Jt IS P.A5C0 111 f1-A, (U\\';..ILA F Alf i U1,Y NI IIyPS if!_ri:IW9,EF1(45;:111`1,(Ci4 1.\ 1(411 14 -ACkli "'LPI 4 LVION-1L W C1+L Ill MC MPIfY SPII EO X1 It.' u l DUAL(II SI/IalAW:1 fill /GUSSLS. Jy' [.1,A\\C1LG F'L a1#S Slfl .r.(f- E1gU+Y(a;lel F{,LIUS 111" ''14 Iri15 IIA111i11'A IP51 41:4111[4" r,1(I It '.J All C3iA4 •NIIJI :11`(CS Igl1 Rr 0I0+Fry1 iF. It.l INd 111.141(fi 't{ yHAS�W N}r P.i. 11411 {J,aYl(ilF 1iG 111E AJ/r r4+ + 4) C(E\EcION(t Ai{ 1,1`;ES IFO i:41IE(! :1.14 1/1Dirl i4.LASyS YO".; Yrill lily;CESA7YI 17, C� Ie01-'.FI(- L,1+4!IV;,1 NAt1f4+ L7! '.iFEMAL tl-tk[Nn::1R ti,Los 5 I,L IAY{il GFltla S4r1 W*t'µs,I/" B'r IiIYITI. il,&US(L61'j NG 11d 11N11141 AT I.AI U ra J, "I+ GFSIi l IS N'Pl LL4&E 1C S.,Wlill SPAT/ IPF,'E:W C� Lif,'IIUI IW P!Wlk5 SFE. .15 41 FT ILGr04K11U.TJ17,14 r }I1L�},y,L ;L]S_1:�,ttiFC_1!�_Sif ICE.-fLdif LF14`i.HL 1Gi1N11 L41•illls__A1L+S4(f I•'-1411.111411._-. _ _.__ _--..__ -_ _ _ ____.-- !` {.4iif4! ZiC Ocl;Iilt• SPEfIi•1F9Bi FABP1 CA YI:.LIIR I ADIIi l IWAL Pt A11116 FNA 441,15-114 1RLIiU5 IS AESPVR1S 1,B l L I l i a 1903 CIE fW -1115 OF"155 IS 11E:iikillEf, FAILY FOP IHL LGE65 kIVJMl. PHU 11 Sl 1`111 F[W 111E FW,'f(IT14;0 WL PINI Jlll:r 34US1 bE "it* 411D tS V01 IHL I�E.SWItISfO fI CCi "5 41F 1J4 E(7.155 FtE11411 CAI(JI le "Ilse 1 f AL5E KIIIL(4 CI0C 111 lfl F4ATJl:f1 f'4SE No 21-0 0 01111FJ if(771;:At SPAI.CM-4-O-D USE I41t11141x4 rF 244 P1.AIt 10m FASkiMlrl(i FALSE (191 ClICNO VERITCALS. LISt 3s4 HIM. ;CAP SCARF GJ FAL5f 601 LkiriPU . '17711yS LIM JON DIGRW AODVE bviilrtl L'ilplii H:1S1 151 BNS{E9 11111H %A4 CrAhl. LAIE11101. UN(04JG Al Z4"0.c. OAA. SPAL1ll6. I FSI I 1-� Fi 5-5B-0 11D 9 71 7 E-1-3 5711-1 5-0-0 IYII! •-.. _. -.. _-..--._.- - ----- ----'Alli 1`304 < 1-9-11 12 12 !2 112 iga 1-5-Id r ----- ------_. ..,, Nea Het 11111 3-7-3 a•- 0 32 .0 9?1 �1 8 711bll 1. 12 1 B ;1&1f 4171 7030 653• 1 g L S14,r0 .i 3781 / 1`..0 ____--- + 4 _---. �:4f, j •.,..• /f �174F 1911 / -9!11 1{.LF 210! 3)1! 470 :L- f�lf -Z� _` 1011 f78(Y f r. i2 t*i RF 10-6.0 5-11_7 6_11-3 5-11^7 5-0-0 22D1 1 a t D f BUJOINC TYPIE: Enclosed ResIdentiel CODE: Standard Building Code (S6CC1 1441) HIND SPEED: 110 rFph HEAL! ROOF HIGH: 151 TRUSS LOCATLOM, (Se) area NET WIND PRESSURE BASED 04 DEDS SHOVN BELOW UPLIFT CONECTION REQUIRED; ZQIA ii AT EACN SUPPORT. SEE MUTES 10 ARD 11 ABODE, No trusses: i Special loading; Refer to Loading Diagram Maximum deflect iori occurred at bottom joint 44. FASTEN TOGETHER MIM 2 JOembers Ile4uireo Maximum Live Load OelleCtTon nt .559' (91161, ifi0ex-,452, (t/799) I(JP bad NAILS 1210 C. Maximum Total L.Dadl Getlection 01 .H74' 04/16 . Index-.472. (L/noH) 601 IDO H4115 12•0.C. REGOMMEt0E0 CAMBER: .47' J' IIZ•ly.3j-23%3+V'LF+L/" NE8 IDEJ NAI1.5 12.0.0, -- tASIEN Al OR NEAR ALL PANEL 001415. _ VGV,3'22-93 10&0 Da NOT rLilL OR GMT 1100013-IL (BUSS PLATES, CJ I( CLARY DIVISION PLATE TYPE; U.C. SPAC(NO LUADIFIG IPSF1 TC LUt�EP Muss: 37'0, FIG-5 1-1 DING. 4 , ALPINE ENGINEEFJEO PROQUICTS Inc V2000 2-0-4 1.1 Ic 3iu 2%4 #2 0s SP['ll•_.•. Eris, FOR TRUE TRU55 INC - SOS 1E1D1 5. GSM hKHY.. 84: LUMBER PF1U-4EET, CENTER 3708 A UAIE: 25 Feb 1993 IRAN0 PRAIRIE. TA: 25051 7-0 rA- TC 7 2X4 02 N 5P OC ~ [2141 660 3940 PtATF AREA. t'-["C. FO STL L1 BC G WENS I AVOW iD: /I �- Ban OIL HL: 1D 2K4 13 SP b0T1{4LSS. 33.33 SCALE[ NENBEH I1LUs5FiALTE !('Jsitlutf 101/41, 41if0 ERCEP7 AS NAY HE f1EdIFU kY LLAWIH SHILL BE HL NJf }PLLIF LkD HIIIIIrll.C4/NM-5. O, -JtEr11.1w AAla:i 511.1 RE /IGULk1U 5-EIAILA1l a tAA 0ALL IU1Slf0l C owliVI Ml4C1 a5 A55'.wG IU OF CGII II1FY Fl I 111 tl4JLA/LS I II tHA1 11+.IIt.It I' II0.1 MIH. SPLEILS. .r 19t,Mc/IIPtJ P]ISI'AJ 1.31.IEIJ1. On S'l.>I 71141 NA .I?Pill F{..l(lL Nr F 11.118 3;U4111., rA,,nD-* SJEATILIIIA 1J:' 141 111'_ItLIAIVJ1 AIII,Lr LCIL:AI Cf ba I1,IS5. r-EF-041- goij LS Gf Af." ,In•JMW! SIHL55 AALIJF S, -IL 141-1E511S(G bJ I[4'':J*5 511-K&Ei MIL HGF FEC6Wit+IIHG 18 f:Ll_FH gldl! fdl,NAIL :.H tJ14LJfK"P4,UY11$ SPAI.ID ll: J , Lw}r:. 5''G G UE 1AC4E 111 4CCCf{.IltCk Will, FCO AES1J1 AVE OA`lO BH fl.f I ILES-[ EGIII.AI is i E ll} GI/tf El Lr AL:U(L A IJFJIT44 Cif-FU EF lF_L _tt CSS 11111' ,Glli AwlLE LM-I lAk ]Nl tlPACLILG AIL'.EM-11"I F'W 6Cl11UM " rJ IIUTAL GfS7Ol S1.lwtiAiI1)5 PHUT.LSfo KA Ifl: 1161 Ilklr:L. F, '0'2000 JVFOIJ'AAL IF.[71E45L Lt4' 2342 IIIA FLit 2U.A UP' it) Nt i:[.1WRESSICN LI.LPG wto kol LLS ASSALLG IU Ei1 fi{ il111'.4!1'1.1151 LMVLCSI++t.tL40FCfW% Ir.E�"4111J IPI OESLSri 50LCIFI- fl'FE5F PRDGJILLS ASS✓LLAI 11U4 nfiL OKA 1 II F UL /t6 1104E{G U+ LIli-,LK Ji N- 'H 11..; I1 rip:iu'IEakN111, 1, 11'111 FIAa*IAL rt A.IF CTA44+_/tr HJ:.b fR:SSLS W, ' 71 C1415 DESIG. IS 0..SEU L1,1.IMI T.JIl'.:Ii>M PIAIE-s L4l, UI WiS IICJ-�S h4%LIMA ECSICALJG Flit 111 L.IAIDLIn :4VMI !HlII I U1:+t=JI Ll.1JakLLJr HLLIPl FL`s U'Akrl 1.1 Ib' o . U11411, SIAW-KrLJS Flt IPU.;SI5 U C[JAECIrA.14 RIES 512LS 017. Hill;U+ a1!.l F'H110Er 3.41. Fill INLS I'AJAkLlito 110 111111 W,AIJ}USF "ULI.. !L7F;" M�Ayr,t 1.11`,6•FHLB 01,4-A,'I ILI to 1 mLEA CJ NE IPJ55 Mar tri Lill 611,A',111F ILD IA! "I'tlaF 4 LI CJEC[CJt FLAME'a LYE5 Ali C1 .A1FG it l WWI- IACP:61`J DIS, HI FP fl-115.1.1:Ituft 121 By3 LIVICLII fk-411J.LWAINII ],1 4i CIA1 Iu1f/J11" zic* heap.it bF LAK 1.14 GUHIJA +.,1117P1`, YI f 0!tEf4Gfn 01-(0.SI.G]SJ LO I1d J+]f111}f1uA G1 Irk A 1,1;5 rksUll IS APPLICAME LU:tdAilli.E1-m: IR'JSfI� LA B� LNLCI lith ,}F IR.IS!.fE Stt.oil `Jk FL"F't i:l:{a!LfQal]Gk5 i!-Lt YIlIE Ltrt-JM_... _.11 flu 1C.LL io!E1'liti_MJ_ tLg192IM-11ai.-.__.___. --Cc IF IGJ ALIT 1 Ed� f,l t4t.'JII�LI P, ;FEC I�IFO B r Y19N] 1 fFr F,., -Y-Wit ILiU1. 4LA.IlIw,IW ilii-W[ 1114 INIIS'dE5 lS NLSF'lllSJ&11 iYf tr FJ1tlFLiCAfGt1. „L- -IHIS TH,hS 15 t1L5JGVIL:bill i IUP IYIF LGAGS SIWMI, FFfr1IS1ff4 FQ9 111E I " PRL'41411W of PUIDIM NLr;t UE. 114GL ANU LS Ilul 11E KE Pf1I4JcLL11{ 41F Wk INU5S EAAPLCAIGH LJII f.L J,PJ I A.- -fAI5F WTIGY CtilAiU LI(:.IL[JLQIJ FALSE deli 2I-11-0 LAI IEFL YEPTICAL. SMAC Lf 11:•4-G_p USE t111J1IC114 OF ';,A N1.11L I'M4 F-JSIE411116 F4L5C L151 Clf-fG '4M ICALS. LFA 3,4HIM F4.14 �CAAF RI "LSE HGT L1Y.IIX1. 1PUSS 9DI 1014 L:IICAIO XBL14E FALSE EIGI rGil CIxt4D I4150 ME tiH►CEU U1144 iH4 F_OIJT. LAlE14lL 9RfC1116 Al Z40P6 C. IIAA 'P,[CL1t6. 1.�5-5 4-6-14__ 4-6-J4 4-5-2 _ _�_...- _�._..- __ L-S-14 t-5-f4 Nat Hafgh1 5-7-3 12 2Ae► �l£ 12191 9331 33171 399f 2D9f 3741 F / ✓t 245# M cif •7f �� //J// � ------ 9t 90i 911 1J1i0 iiJ1 661 141 f Y Ib I 4 �✓ r f1i7I 13.510) - -" 6%7 315 3„4 3x8 t 13,514y7L E'1'j 307 � 12�e T H M 2iA M F ;4- -leo 14-6-0 4_-b-2_ 4-a-_14 4-6-a4 4-5-2 7-D-0 - _---_ _-----_ - 12 T $2 12^-�.- 02 02 12 1-4-0 37-0-0 _V- IMLDllt6 TYPE. Enclosed Reaidentlal CODE: Standard Buitding Code (S8CC1 1991) WIND SPEED: 110 ■b MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHDWH BELOW UPLIFT CONECTION REQUIRED: 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: i Maxiaus deflection occurred at bDLtDm joint 04. Maximum Live Load Deflection ut .537' 19116). Index-.436, 1(_/8271 Haxlwln Sotal Load aef lactivp of .942` (13/I6l. Index-.455, (L/5271 FlEC4MHEtl0El7 CAMBER' .46• �a f1.�13-23-q3 01U0 � CLARY O1YISION PLJYTE TYPE: 6.C. SPACING ll?A[iJNG �PSF1 Jr- IUNEFER TRLISS 37 0 li`7 T-2 DI/G. ff- ALPINE ENGINEERED PROOUCIS Inc V_2000 2-0-0 L.L. 30 TC 2x4 #2 N SP Y. ` ENG. FOR TNVE TRUSS IHC - S13S loci 5. G565WPKNY, K LUMBF14 PRCIJECI: CERIEx 3706 A DArt: 25 Feb 1993 GOANO PRAINIE, FX 75051 7.0 UL TC 7 2X4 02 D5 SP L2L41 6BU-39-60 PLATE AfTEA. 4 INC FUR 51( LL BE O .EBS 1AYUUT W. 990 Elk DC 10 2X4 03 SFJ ADORE SS- --- 1}EFLt:ER TRL155 V1.A7f [tJ511fl/7E 33.33 1471 AL 41 £Jtt'F P7 AS N4Y liF h10iE II 1/EI - ll tL1t$kR 5}141+ at CF IIIL >11 LIF IEC'"11114-1 Uftl[A . FI' is IFE{IW AN 1,111LL K 11151:1 I..E0 5,14d IR I CAI 1.r IAf 'a) MI FE Iq I'm 01w KIeE.5 1517.74V IG Of CC41f If 1 Cf 711 111 � 100lCALES L41LRAI 014'-100.111f14NIN flit MITI SPECTE5 AIC 1st 114/117/4 IG]}i'Jri CJII ;10IIIIi 13?-l", L11 .h71 A7 liA .113111 F,,LX(;6, Elp lllc —� ,140"1 rRlk16';I iAllfllAi +/2" 141 +ISFAli AIILrl Au 1AL011U,LP ILq 1 ISS LEPNA+U11, AJa C.0 ff 111aFA 11,.41,11E SIF:SS 14415, Ail .rlL1E1"SLV 1•=P 14111 '3LILES 0411101 011111 lltl L, In{!C!1P h411L ff.101., `P W4.'I1✓1CNVIPS SPACFf ]G� u 1 4NAI; IL W;ffp+ CP1f:III.:ti1�7G Lf NAE III iCCt.HLAiFF Mlltt FOP All ",;f Data Ilf LAIE51 E9111:A+�r Tart W. u LH4ECR e Jan';E A/Willa{,:.11111111 Spl Kif '.ALE��11 IEU GIIE"A11 [1,41.1111 IF-I 1*42"IJf AIL LSM-13LOI 41411./Cal IU.5 4 t� (101141 L{Sl til SIYGAHT.P.C.I.-d111 Ht f< "All IiiW i+ f2ma r.1•PPn1A./P1RIr:RS •.19C 11].411 I— lib "JLA Sf1G 471 ALL rLM7J 557'✓al 1—:;M Nk7bEl'S ASSIANE7L, 10 Ef 1'.11100004.0'150 rinr mcs[x504111 CI.{f(I7t5 lu III IPI LIEslwl SPCCt1ICA- 4 w 1,01x51 I'IUTAY•15 A5':'�IaIJLI I. Teel, wX flit 05 1�h 004LUF fir EI11d1' tl9- Allf.l iLIN13CIJ::IFATHIII. I:2' 1f04 IC++111101. fRAYE C::fl f:!T(I; 'I1P:G IR'55L5 PC 21 T1415 01514'1 15 bA5LO Ltl it AC 1,1471x;r7 It Lub 117+ Ul 1.015 IR.K5 11AS Olt It 1';SILAIE%FCA:11U.l4+wltN,JTf11 VIII..; C1,HMk W eR11.1JIG NEIb FnS Sf'1{.(9 All IF' I r 12/1111/S1 04111APff:f'3a Iii IS S(.5- .� 3t COAECT on N ATf5 5175 Wil OA5LG fill 4t IXL IWU[ IkA r ;Al 11ft5 D9AM1110. I151 M L J I f1.11 AJC.:'SC S+IAI.f 1"11141111 :114111. .11f55 P0114 VTJI-ftl SF Lt+ W 1EI4EfA1.CI 111. lt.JSS%f,VF tial CA 11 .l{EtU IIA A1111 lui. ; t) La lfCICA F.AfL }11£5 W7. LALLLG:YII Allulki iAC9G5S 5141`: MI fN IH IS CES 1314 .21 ® 1+101 CA iE t'FAl'I+I:J IUCA IIFJI IJl t"CIAI."AIV,Ill&FAF1 S111N1G 4E IANEI4 INUFL04A`'XIM31d NIC B1 LWWN fALDM 44151 NIG 11.E ;.H IFl/i of HLl Li fl�E gr 11115 UtSIG14 M APPLICAOLE 00'wlrP1LR WAS IP K'1=5 10 [IYC•J:TI U, 1171'1 iS WL+110-54 F'34 WCC+04QLJA1001L4 SIM UL'L-w-k-15.11/0-S1ELLi[4i1LL1f M 611.EJr--JI-_.. _J.LJLWLLL:'.V.1.11_.t1�L !•Y'�J47 Loll_.--- __.___.__. _. .-----_- -_-.__--.--- - -1.1' 1.G 1141 511,111 IEU b� 1,4011411 CR 1411 r.,. -AAU[T1C4ftl. 4iAIING 1,4/7 IIAICUIl* {PUSSES IS PESPf:415151411f C tLESICATGP. 11415 1RJ155 15 e6516T1EG F4i7 f0fb1HE 111405 F4Y7fd1 P1401.1151(44 FFAR 1HE ' PRE'+£141 LOII LA KA-UTIK:HO51 iJE MALA JWJD 1S 1151 Ilf AESPC/Ii19LLITf OF lklk, 17755 FABRI C AIGR CiR Cl Ao r '{ F}L5E W7114A4 CI{OF4. IIFfJRHWUrl FALSE teal ZL-0-:1 NI LEFT. Yf NT[CAL SPACOIG-4-0-0 USE 10111714.014 Ur lxA ItAIE 1,1711 FASID1114.FJLL5E 1301 C11F7W[1 YFRTIC.AL5. USE 3g4, Ifni, FGR SChRF C41 FAt SE IR54 CHIRIF_ 110-155 O6ITLIH lailflp ABGVE tAl 680(1114{ CtM'lpd 15)50 8E (3PACE9 NLTH 7714 U311, LATERAL enACllk-� Al 5PACLIRi, 3-4-5 2-10-0 2-10-0 1 3-7-13 40-0 5-43-0 4-7-& 1-5-14 02 02 12 82 12 /Z ►2 1-5-54 L_____ --- --- --- ---� - ----- -----� -. Max Flsipllt 5-10-3 a 12 1-16 2571 3151 4t91 JL5/ 21,1170 I L Y 1 1730 5 3><4 � 1,2 S4 314 31.4 2460 M '�}1,/f t�� _.�._- ....\ -'.�.�±3 02311 � ---- -------•1 974 1131, 1131 t45r 861 66O 10111 t k"' -r IrwI o 13170 13•$167 5118 `7 31.8 3114 3>t) 3R0 11, ry*i H I 24 PL F ;A. 7-0-0 4-0-0 5-R-0 5-8-0 5-6-0 9-0-0 1-4-0 37-0-0 1-4-0 BU[LDING 1VPE: Enclosed Residential -_.�- .-- — --- _ _ -------_�----- CODE: Standard Building Code (SSCCI 1991) WIND SPEED: 110 mph MEAN ROOF 1410KI: 15, TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTiION REQUIRED: CJS # AT EACH SUPPORT, SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection ar_curred at tl9ttbm Dint #4. Maximum Live LDad Deflection Of .334' 15/16), Index--271, IL/13291 Maximum 10ta1 Load OefleCtian Of _5zd' ISI$61, Indexi1.P63, OL/847J wioD ry�o�- CLARY DIVISION PL1IlE TYPE: D.C. 5PkC1HG LOAD) [PSF1 TC LlIN9EA TRUSS: 37'0` K-9 7-3 01113. A 541 f ALPIYE ENhINEWED PRODUCTS Inc V2000 2-0-0 Ll TC 30 2%4 #2 De SP ENG. fllft TFIL1E TRUSS 1"r- - 505 iv I EWS 5, 65W PKWY. or LIMBER PAo.Aecl- CENTFX 3768 A DAFE: 25 Feb 1993 Xra PRAIRIE, Tx 75951 7.0 CC TC 7 2X4 02 N SP 12141 660-3940 PL_AiE p03EA-_ t INC. FUR SVC LL 8C 0 HEUS LAYUUT U7_ >`J �Y 718 GL 8C 10 2114 93 SP An4)RESS: -_ SCALE HE14SER IRUSS P1.ATr 1NS111UIE 33.'13 10FAt 4? FxCEPI AS H4Y ElE NO TfG 11'9: II IVJhM snit IM OF IIA r 4-li IkL PLIM It'M C-06 5. 5! .%ALE{,100 PLA IE5`MALI LIE 1115 TAI LEU$114 Ph IN1CALL+ fW sl,? At it!I51ill I It114i PELEI MS A5-J L, 111 OF L411r IIAAXS-I I I 7LIICILLJ FES 1 a1ta11 wuc Im HFNLEF 0114 Nlri.l HCIiS- Allb 1911 W.0110!1 W11S1`JR! 1-11iI1fLNi, .-1J 5'111 llmf IllL Wilt EFAlAr.61 Lllrfl• J46- ,}11111 FLNIM SOW- L.ILi, 1/1' 141 TIL fAI IAilL1J au if"z1f4J1 I Ila 1kIF5S. /ialtu mil, NY W IS :1 r1;.EM ,Lik DWblE %JIVSS 11LI&S ALI AALLES U_[e e: I-:f'4?,riFG SHLICtS uK NOT PE Cf4MElIGtG 16 UWJP lblJl1: WINALI. :4a BP-110.Pem*05 SPALLD 1G" 4 1 IH•+-. II'1'PC141L• tlP1c Or 511G'J1C ILC 111111L1 IN AACfJ6A14Z Ylln itF 11[51[11 ABG e4.Efu U: 1K RITE" kOlf IZ41:.F frt 111- GINCIA I A01AAr i 9Uilil' WFAX,_lrt[,-r JIULES IIu1t0 UlrfRtlt �LX414AJl IFI llf ikQ 1c 11W [PE,:11WI P.A1LICIM14E- 11u11As GESIWI S7e+G11+nS fi.61.IS1t:D 01 rlt I1A.IIIIAJI f1 '4 MI) APPF+7iM. Ir-014ill' fie[ 'f W. ills 131 2:1fa hULE 11; All CNWPLSSLCJJ C-'415091"46. ASS�tb IO 11C INfS ILSIc1l IG !WN.111 fill USI'�l 511-CifJCF- F41144ST Fiitlbli[IS A5'.e_1A1JUl ;151- BG'A FILE Bb-Ie0 BUALLi:tl'+ k Ifr#H '.NIP. 1 i•I j"- ";IJSlfa[NIrG 9+2' 1IL16 FCP IATA 11 f !Ci C .it Clad! 1: N 10. CL ,U%A00 a ` 21 Ir115 BLSIG.IL IS BASED ill [AAO. CG114060 RA/FS Cil.r 01 JMIS IMiss t1A5 BF21L CI'S I[1116 Ill fLl. WE"A63 Im 5Jlvml ;HIR.I L141111LL LFI 111�..L 1115 Mk WE n5 :PACtll AI JE' 0 c. LAJJL ll+ SIF104/1135 I rA IPU55G5. of C11Rf E11F LLAS S1 JI[,JILL BJ.`-EC OJ 11I1L 1JALk:Lift 1XI LITS LAAIIIIY), IIISfU LAItCii Alf,MSf 5Pi LL [11!1i1µ. 'NAI!. '.YJ f-i rulty 13I.Laµ3;'LF Ih1 11J 14111",CA[ "IF 1"1155 HAI BE FIJI CN P]GIAWFt1a Irl AI1J1 `4 41 COILPLCIIF 116IL 5I C_ Alli f.}1 LEL Ulf NODI14 [1C1*:S UUI'S; III IN IRIS IlAS;aI Itr JJMCAIE!-tf w911w Lu..�r1 C.,1 L1F L-F*rul kill AL 111[ [ABF. s"nij D BE I.Wtrl I"llil wl"l18/Jb 0"+ LCIRJTP IAI Olw 5L-5151 Alt: trf :AJ1rIIATIFA4 Cf i1i A, in LS ft5VAU IS 9WLLCAOLE IU FA1fIKOZO t-flmk II6',:L5 Lf 0,101344 CF IFUSSLS SEE nLfL-%l FOR gtCCW fIC1A TJ 0115 s1 tL_id.L.IkJI 15.-Irt ALLCLBUt rf-.1rt Fi A4L ytAelu.." _..._-__.11:tI!(111 Tuan I-0 PIC C CC.EL',.itT 1!31_--- - ----_..___ -._ -------- - - ---. i'Lif[ffiFiA 11U1 A1G LOIGII� St'LC If Ifo 6"r fADF11CAl lf1------ -AC4UIIIUTAi FYAf 116 t[C41aAi13-14+;, IAUSSLS jSi AS I3IISIBIL1le 4A FANA ICATW. 1 �•,. -MLS TPs.155 IS [55161441"It..f FOP UIE LFiLE6 b4001. PPOlI351EU4 F4Yl THE KIE'4EWIEif1 OF FIUIU11K, 01151 BE IUOL AND ES IUiT IIIE f <Pr1151B[LIT'f ca GF THE TN.SS F"PICA.TC41 0114 CLAPA, JI -FALSE e1111Q4 CtTf144 [LFLP14Af1UIJ FALSt 901 21-11-D 011 L"I. MEAIICAL SpACIIJG-I-O-O USE LJICt1K.A4 aF 2K4 J'LAIE 1,N FAST[Itllfr FALSE f,Dl tIVPD "11CA1.5. USE 3,,14 wrl. Ft,P Sr.APF GLI FAA-SfUf'I CWPG. i1 'IMIS5 UuSiON U1600 A13M FALSE FiDITf4/ CI11L1T; 14151 eE"AfEGJ NEW IP4 1 COAT LAI LP71 eNACEIIG AT tAN a III SJ Ai Itk �'7l L,? 3-7-9 B-0-0 4-3-7 4-5-3 4--3-7 5-4-8 5-7-13-- I RUN - -- — ---- PUt r 1-5-14 1-5 fA 74 KFC-1 - -- --- - Ilea Hei9F1t fi 10-3 ----- --— I i1-- C:� " l a �> 3Btr 3X21 322x! 1571 Pi 1, 3114 ,` 12 � '•:� 1 �`Zti9 ,� �..,\ i/ `*. 19y7! SIL `;, -�\.� F- ---- 11r]r 7D7r B7J fell 0050 .J,. t r-^ 17120 tJ _ _ --L` - _•� 1 m o $7110 53 6 j o 13 g115 3X4 3a7 a 3AB $2 7-0 41 4-0-0 6-3-7 4-5-3 4-3-7 11-0-0 1-4-0 - - �` -_—� _ _� _ —�--_ 1-1.0 BUILDINCI 1YPE: Enclosed Resfiderltiol s�-o-o CODE: Standard Building Coda iSBCCI 1491) 4IND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: {Se} area NET WIND PRESSURE BASED ON OEAD LOADS SHOWN BELAY UPLIFT CONEC710M REQUIRED: /r7 N AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. Na trusses. 1 Mdxirlum deflection occurred at iiltLon ]flint 104. Maximum Live Luad Petlection of .296' (11151. Index-,234, EL/15421 Maltimum Tatal Load Deflection of .452' 171161, InQsx-.244, IL19621 CLARY DIVISION PI ATE TYPE: O-C, SPACING LOADING 1P51-3 TC LIWBEP _ _ TRUSS: 3710` H-11 1-4 096, ALPIVE ENSI94ECRED PROIDUCTS Inc Y_ 30 �000 2-0-0 LL TC 2114 02 N SP Et46. IFM: TRUE iFTdSS itiC - SUS f _ + �--• 1541 S. GSW PICKY, 6C LLWHERpKVJECT: CEN1Ex 376© A DAIS; 25 Fe0 1993 Pa GRAND PRAIRIE. 1x 75051 7.0 OL 1C 7 2x4 02 N SP of{2141 6fi0-39db PLATE AREA: INC. f�oti STL i.L. 6C 0 NESS 1-AY1XJI IU: 001. 664 33.33 OL GC 10 2X4 1"3 SP AWREtiS: -SCAT E_ FILMIER ]WES PLATE lU ST 1l Lill 101A4 47 EWill[Yl AS 14411 Fill 00)EL3 if6 0;11'+ i V IUEFEP gtyk SE AF TIL 5111 CIf IFA 1]11011fU4 Gr-FA. LI DDIE[LIUU PLAtL%SHALL F9i 1115141io NE 51Dl Pi CAt LL [No lui Alt. 1116 JI Li4X4'.IICIw-AFIS A5S'.la:u IU SCI E JllIm"s•1 Li, 1rN1aCAlES LArCUAL. E3+.L IAr.ILI IEfo Iwo A,w,3 &KCIES. ArEI 19i PAl IIIJ4 PJISIJFI CiW.IEIJI. -:R S'J}I THAI lHk JU11R BaALl.D G. EIFIEF 0+6• marl! Ft+liXU SJEAL11-1IO2. J/L'• 14! 1r151u1 LIJJI AIG Frtl:fl l!.f TI( 11:'JSS, FE'. EI'$- A1d W 15 Gf 111bEP fA L:gABIE SIf,E:55 Ot"S All. a.4.W5 USID b, ICP CI.U'Ji SK ICES 111 riot ak1L".IG1J1 IU CCCLIP IALIJ- L.A.VLI :JI U1.ri Lrf�#4"mkS FAFC4 1G' C.r. WA.;, IEW,;61AMl AIPIC1415 SWtSli LY UUE LII ACCCi4rIICE Y11rA F 1AN Of Sl71 ANI 90E4 41 IIF LATEST LPI II.:AJ ;F S.F IVL 51 PLL I I'1 Amolff A.EOI Iim C.K" `.P11 Lf :14.1 ii Iri IIL,'i 11EFlal_E '--.^OfP1 IPI BAALIII5.Alf,tPICFLij'PtllN LCF/Ip15. \ ►'J 114LLt G45141 5fALAPfi5 fJW-1_IfD Dr llf 11411011,.1 7. /-�fiDD AYPFIJrl1 tf.AVtEA:. •-iPt' 1342. Ft NCO 2CIC %V-'- kkb ALL ,�:i{4t`_SLE74 L,t1E.AIWKPS r.5YilEp i0 ft tiLlll IIrKeI_L n 11, 1015 GESLWI CrAWCJ1PS 1G S'JPILIJI WE OESIin 5PECIf3CA- 4 W t UMIST 1'+141111:15 J W.CIAF LIYJ 7451, HULA FILE Lit'!-Ifh PJIDEEG bi L11111-CP 1J.1' -Wi1!.i W.rlsr CO:J£A1r111W 117' IIUI$ LCA 11EILL F1J/E Cti11LFCiCG M.Y..IT IW55F5 AAG ' i t Iof5 410`510, 15 6A�D EAI:L.Q' WAE.-IWq ftAlE5 Ulf it FH45 mrA%Nr5 0IE/1 GTSI�HFA nAk Ilf L1a101rt,'IFI,14J 5+111 J P1Jy;AL.F IBA4Clllu WkREUS:PYC50 Al tR" o.L WALL/, SIAMILAGS EJa 1P165ES, 31 COI MIE C1Ga tt Jlts i11E5 FGt fl'Ar,UJ"/"q FALES UIi. '41 IRIS CO."IIIG l/lrIAA l A'ILJI Al♦,111E Sr+111 'JiIE•J><+ x4411. 401 L!,$IX`1)ja Oir+LFhf SJ I" In I,EhEER Cf It* IP-J55 14A1 8E Oil CAN 14WIFIECI 1.1 A- MI! 1 ♦{ cp/%olvl f1.A IE St IES Af4 CIIAII+-?JI 4JL14I i0Ck:55 51.11)ISI Al 1H IMIS M::131 11; (✓ IIfJJi LIN 5 LL yl iA:i �Ik'AI ILJI. L?! SFt CI,r L. /1PrA Irr3:fRi ;/IIVAD bF ;AXE'.4 GIJPLIZ SNIFPIrJL APLIJ ILA IfilliTIL IAL.TIIG 5L.VIS.. A1417. IK:03a IIJAH1110 GF Ttf :A• IIIJS FE 51!Ji 7•J APYLJCIHILE LD 51v:0TtR SPN1 IPJSSLS PF Cf1 khEC11J1 AF IFJ]SL5 EEE n[B St FOR FM-CL:N£fGA F.CA4 ;�_-_iltL. JT_.JiIIE ^IKS31SdJ.id laS ttl-A Lt tGt�111_.._ _. IC /'LI .7.11le)1!°.6L=UF 1w-S�il _- 'dl: .. -___ - - --- _---� - - C{J IF I u!4 FJErI a .I OEGIFZ SPEC IFIEO 81 FAP.B[CA 11&1 -AW0Ia11At PL1.111K;FC41 iW47A.111:1 1KiS%S IS 145PNd5IHi[.117 GF FABPICAIGR ~ -IMS (PUSS 15 0L.S16rIEG UIEY FEL, lilt LUtDS 5ti0111a, PACJ'li510i4 FOP TIE W.-. PT+EVENITIt>rl LII "JULIJ5 +USI BL "ME Allo IS 41111 IfE 11E5PGIISII11LII l w OF TIE TRJSS FAE1111LATGR IR CLAJir, (71 -FALSE 60110[Cvvtko IIFC K411LMI FALSE. 801 21-U-U %I LEFT. dF4TIOL gp}CT16'+•4-0-U USE Nlt[[Inri CE -4 H.A1f VIR FASIEI4114,fiLLSE 001 CWKRO W41ICA1.5, USE 1A4 L41I1. F13P :CIPF G4 FALSE DOI EIK". •TRUSS 14ATIPN CFILFG AIIE14E FAL-44 60T14114 CLW ITISI AE B41ACE0 NIII1 IA4 fxY Cilli. LITFNFI 6NAC]IIG Al 2�A_C. NAY SPAC Ikti. 4f 3-4-8 Fa 3-7-B 4-0 0 4-D-0 4-6-0 4-6-6 6-4-6 8 7 8 1 ,A- 1-6-14~ !2 J2 12 12 i2 !2 i2 T 5-t4 T4 PLft^h, CC }Iex Heignt 1 10-3 12 S 315# 3336 4020 �y r 3114 S1tS 1:J6r; - / ALIGN, - - 27:00 j' 4 12 p4b b r i� { 3t,# ti / !ti 23411 1231 I ----- +Es/ ULF 1340 1340 11270 63# �y a4� � 1\�� \` j.;:% 560 111®} ♦ r-+ 13.6161 r, A. {3 51 G7?. CT1 1 • r Sita 3x5 - ■ 3x0 545 3x1 rn 3se 1p -_ 20 P11 � y 7-0-0 4-0-0 4-0-0 9-D-D 5-4-8 5-7-8 1-4-0 1-4-0 37-0-0 BUILDING TYPE: Enclosed Restdentlal --_- 1 CODE:_ Standard Building Coder (SBCCI 1441) HIND SPEED: 114 ITO MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET MND PRESSURE BASED ON DEAD LMS SHOIA BELOW UPLIFT CONEMON REQUIRED: N AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOW. NO Lrusses 1 Maximum deflecLlan occurred at uDttom faint 04. Maximum Live Load Delleclicn of .?53' 14/163, Index-.213, (01fiaW Maximum, Total Load 6elleCtipn tit .411' (7116). Index-.222. IL/10901 M'e4. x-23-13 Aetl CLARY DIVISION RATE TYPE: O-C, SPACING LOADING 1PSF1 IC LUMBEp TRUSS: 37`0_ Fi-13 T-5 OMG. III ^7 ALPINE EHGINIEEREO PAOOUCV 2000 2-D-0 TS Inc 2X4 02 Ds SP (. i r ENIG, FOFL 7RUE IRU515 VIC - SDs tool S. GSM PKIffy- Lt TC 30 ENC I.tRdBER PRL)JECi: CEtiTEX 3700 A DATE; 25 Feb 1993 GRANDPRAIRIC. TX 75051 1•0 OL TC 7 2X4 02 H SP }sof IN"` (2141 660-39,14 PLAV-APER: �Ii1C. FOR SIR LL 8C D T4Ee5 LAYOUT' SfY_ �1 ff Sl}I 7G2 33.:{3 OL OC YO 2X4 03 SP AODI4ES5. _ V SCALE: 1{B 'hl/ r1ENto eFH LRIJSS PIAIF IIJS711UIE lA ipl. 41 F.%CLYI AS 1,114VULII::FTfD 17 LUEIw yvLl OF LX l.Ik SPILIF/EO MJIIIN`AL EJIaDk S, _! C:e/li1IW RAILS J1.IL klF IilHl/a.Lf6 S+W f:l wiC tlLr W ILI AL1, IErbJ JI OI,T'YI ul N6kli5 aSY.r;G 10 8F f-UII IIau hJ. Cl! rIE[IrA IES LJ"Rai 6nJ�ll l.,YiliaEA /IAA NI[I 7F{t1CS AIL 197 "/IwJIt NOI`_Iukt ti111TF1/1, in,SACT InAI •, 111E JJIIfI. flnAl EL 61 C IG1tq ]J6' H111IJ ILIN31] y1w 1111 Ill CI!_' kap 1141111 t Al I Ell AL IF.[C 11.1.:F 1.K iH.155, PEF1JkIJFi IT. 11G C.] IS C4'r+LG*R ILI i2>yE S"C`�S ,)..FS. AI.I JALIN5 D.'fL• L. I:k C',u,. SII.ICLS Ll1 rinT P£LFJLIFIIGCG IG C!-I'N INlrl• WfHA11 LA Opti II4 WNW H5 9'1f'ID LG' III...„ It"FILRAXI DR.G/lr. l-RG tlE ukca 111 AccL41GAH[E ML741 �+ \ -• fLP a 414 A1:F DfSFG rA LIC LAlF=1 till 11 im.w tilE I4- li1% IL! 1011';[ A W11•.!•I N,UA6 SPL IEE -.A L`9 1tJ ICL 41.1.HII[`E CIJF.J11.11 II'L LfIACitI+ NL LPE:I4:J'Y.1LL 1:A t[[445. + Fr! I 11ff4IL CCS141J 511It AJ�F/.i PJJ I5.(0 P+ 111[ lul ltv"I II '!-2LL1L IJ'Plla'JAL IaJI"A1. :.4f. L]a] Falk 1;J3 lilt Wt 111 L-L CL.11'FH 551 GI CI-CTL 1FtN1H5 AS.S!INCS ID Ot LL1111tI A+Jy.tl 1ntS CA 51 G11 cvftit•15 IG C14ff I11 IPI OAFS Ell,SFE Cot LE l- I L.A I j1R51 FF+�rIS JLSiXIALI'AI Jay f, JIh'A FrLE Lit-12b Ef•JCtG HJ EI IIIEN JAB' 1il.l.i I'I/II�I[.0 Sift tllllG 1!f'- 114AL`�!GC KJAL 01M CG4.E:7KL FYAI 7nI,5V'A!fI l 21 1-111 tESIGI IS B/FFD CAI it u11 CIAGIFLTW PLArk5 'AA I H{ 1H LS Im.55 u.LS BEE111A.S[(JWV FLA TIC LI;IGIIIG WOMI'l 4 4 /I1.1 M'HA11. IY.tAtrllla 4EkHJ NS %P CLE)11 fE' c a 4.1/111, SL IfLIM'5 FL-9 Lf4F.Y S. i 1-0 ]I L"I'ELICP FtAlk5 A2FS 0E G15.A Itt ANAL HALLS ILA r UI ILLS DnAIILI�- 1iI51al.tAlfuJ Alit IIY `JI4.t {'.4tti;NAt 4Wu11. IPAfS9 I181EC Q-01k 1N11k 4, 1N1 w"u ED C3' 1.M ,MISS wAI M CVP UL WAallf IEL 111 1t4r Kill. Af COI7[CI[H FLA[F SI1'LS' /Al L"I FO 0'.4T IltDfll IACNCSS 5LOL`J„ NI LII 1"[51:111:.. IA'; 11EJ lLA rI>fA'kill,f1Y'AIIc" J11 Sr.'CI Al F'WML 1.H.J CAF( W-WAIJ JE [ANEII LJJAIOI] SN1F91110 Ari01 Or tEIIsi., .Iltt#S SLGISJ uG ,IIE LII IEmArum,Lf TK 9, [DIS C#SIIJJ IS APP1.1CADI-E to S113HIL1 SNI 1DJSSJ.S 1* LIIECIIIa4 Q lI1+J65FS YL n1B-4k FOP PI C:]JaE41gA1[Etas -_�iLE CKi OA 1L;i ILt PTbLti.L{t1..4t Ilt ftLIC1iL4L�.__. _LG£EU L�EI...L2J!4JI[v.Nlu caE1W.JwA13f�1. _.___ ...----_..... _. -_-----_ --------..-.- --------_ - -.- - -- LGRAI[Cap ufA 1•JIIIiI Ila SPR rIEO Bf FAEAICAr& -MAUIIK Al P; If IlYi FFAI luoCaLYAi IJIUS5E5 Is 'IESF-063 BII IFt OF FABPIC4 MP.. J- -T[115 311[155 J5 ne5lw1ECr Qum F4mH 1HE LLIAGS w:J"I1. PFIa'fISItYI FeR It E " FAEYEllI lful(IF FU4GLfl, IILUF Gf AWE. ME) IS IIIIT llf RFSPLIIS1611I7Y �^ CLF 1HE rK15S F.A9Rl£J.IGR EP FL7HA. -FALSE F161ICN14:111:HFI IIfLIgLA71C lJ FALSE UFAT 27-0-G VII-JFI. %EA11CAL SPAC/IIG-4-0-0. LJSf rJLHLIJ'.14 01 2,,,4 RJOE FIR Fkl,)EI4JIlu FALSE P.44 C1091-1VEAWAiLS. USE3A4 II LII- FGR SCARF V FALSE 1141 CJNWZI ,+1R1155 BFJ17ilH LHWW A9WPE FJ LSE 6G1 FC4I QW0 IUISI BL BRALED xi f11 1a1 1 3-4'& CGIi. LAILRILL EIPAL'11KI Al 2V'G.C- NAP: SPAL111G_ IJ 1-5-1a f-S fa � IIO7 Hf1pOLl 0-I0-3 1==-7 ___ _ L2 `J 6 J_. 497J1 371 E \ 27'3# �� •� \ f �,. 3594 k2 VI` i;> 314 2A8/ \ `\ `/ LOA I }• 1+ f�`- A ~luof IW# It!a1 Safi/ 71st J- m 3 17J20 13 ~ 7R �+• � f� u 13 5F67i .5162 1I 374 ~"1 •L 7xfi 5R6 3112 C*1 5x8 3 379 12 t_ 20 1-4-0 BUILDING TYPE: Enclose0 Resldlefltlet 37-0-0CODE: Standard Building Code (SBCCI 1991) 2 ----�__ -�� - WIND SPEED: 110 mph HEAR ROOF HLGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOV.4 BELOW UPLIFT CONECTION REQUIRED: AT EACK SUPPORT. SEE NOTES 10 AND 11 ABCVE, No trusses: 1 Naxlrlue dafleCtion occurred at 60LLOIn joint 04. Maximyll Live (.aad Deflection of .265" 14}16). InAex-.215, 4L/18751 Maximum Total Load Oeflection of .415' 17/l8?. Index-.224, IL/10701 ec-q' 3- 23-93 CLARY 01VISLON PLATE TYPE: O.C. SYAfIVIG L6AUING RPSFl TC LUMBER TFU155'. 37'0' 1i-15 T-6 OMG. 0r f1 u^ ALPINE EwINEEFIEO PFvx,ucTS Inc Y�000 2-0-6 LJ TC 3G 2X4 02 N SP �' ENIG. FOR: TRUE TRUSS Ih,C - SOS ! �Q►I` 1601 S. 65%PKNV. ac LLJJNREIi PAA-[ECT. GENTEX ]708 A GATE: 25 FetA 1993 GR4M PRAIRIE, Tx 25053 7,0 OL TC 7 2x4 r2 fF SP b VF 121'iJ 66G-3940 PL Ail AREA- ANC. FClA 5!l LL BC- /l NESS 1_AY'(YJT [R. 670 UL 13c f0 2x4 E3 SP AunrfyS 33.33 Sc 4L E: NE-NL1En 7N1`-+5 Pl Alk It1S11711/E 14-11 Al 4 rYLFPI .li_: rltr u7 141.1114`0 1/B nh1�,` Il LW#XM SJIILL 11 if TI,E SPLLU Ito LIliIJWJ11 L+IHES, 5' C!/f E!IW A.FIIS SHALL HE II151AI_l FD 51I4EI9JGALC+ IN# IPI FI L IE151G1(.L.6 I.D43E+IS AS-5'lHf6 TD CE UY11J..W-1I I L7! ;4` ]TI0JCA[ES LAripm Irl"a 4104 NOVI.I - SKI:11FS. .IQ 199 HNIl—HG1511u C'1111I"JI, an 5'kJ-I 1"Al TME J31111 EuACIG SI EIIrEI+']!N' .MITI! R I/t]p Jf 01017114, lie' 11) IIJSIII.I Af(rJI ATE:LFECIL-JI f LPL If JSS. FEfJ44 Gil. ATI: ES L n3"FI K,L.APLI F PETS lr1.lE 5, 01.4 :r(L(5 USED t. 1GP✓r:Fai 541,.Kkt APE 41K PECLA¢IL: F, III�:_i::W VIIIA• FA•w L :P 15"fc INT Nt NIAL PS SP ILLD 1(•' I. , IIIY�r. Iflti l4M(BIIAC14IN `_td1LJE'L LL4k III FLFW-G,AILOF A11K tW BL53 LT1 A(f BI`-ED 41 SIE Life L, IBI I I:J.':f IIt II- LIW4:AL r AWJYE A BOTr41 CJIL41G 51'1 ELF ,JILE SS INIEU�•Irt PIIS& _I IFI7EIII 1P1 eplul IIG Alt;EF'EZI LTJ.PLa ICA I LCJIi, ILpI1L((ESI/I 51 JJLillrb FJ'11`JE.0 Br InF IrAlll 4 L ?J UN "rAF.-AI. ITJI19EPS: -CC i7t..2, F,IL 1:8 '15L4. SNCE LIF IL CCAlt%%51Cfi C"IFG MIJ6llU IS>'.MEIA IJ 1,[ Cl.fll(IA..l r:l rL41 In15 l'i1 S IIA,CIJY 006 l.:^JJIL.1 11.1 IDES]S4.WECII ICIL- A'4 Ft1AL5T Pry1,,1E 15 IS"IA IIAI 1251, B(Fr4 Ili llb,L2/ tlu1CL0 EJ(EIII/14 I!u- 'Pill t PLewAf,�EAin1uG Ili, I/ub 41AICTAL fry APL CUILLIEG aL<A T,l'iSCS Alb 11 TP15 DFSIUI 15 B15fJ UJ"L w CAM ILLIGP PLt1ES Cllr BI i"Is 141.155 1145 AEF II GCSEWIEu FCC IF* 4G+OJW S+IfrI. 14114 1 t7NJAP;L W BHAr IIIC MEWIEH3:P"'0 Al LS' 0 C. ClJtLI I r 51 AUDANI.i' Fu.4 r-u.5F5 10 CIY/JEGT GM RA145 S.",",E GL;4L 1t.10LAL F,MEFS OLr 491 1.115 04All"W. 114SIAI I AIIfJJ AQU USE L01411 f(4ifFli -100, LIIE•,5.Alli L)IJTrf FAIFE LEJ 1.1 IE14(A 1.fF 111E iw.AS w4 , DC LUI W mWl;p ILE J.1 AI4( 41 071E C1 GN 9t+lE tir1E5 0rAL (.4 LE,1,RIE YEl,iti r-ok't_'1L G'SF 0:1)1 THIS uL51n11 Ih C4 /TOlit1FS LE+A!HS I.W.1!04 1XI `Vti1-, MIANA 11Pi CSI L 51RRt U BF Wtdl D7 t,V 51.1"rIki AID -- 6J 1(IIGTN Wl4"5LGI51 110 IIIE Jp ELIIUC14i Ea rIE e. 1n LS 1.L 51 LII [5 APf'L CC.MkL 10 SriFlte SPb1 IIuh5L5 LI C9 /lrkr 1W LIF lA7`15ES SEE ill,91 19l PGCGvEr10ATJGlt5 j --_3IYCA.L�.1:L Ili B1E4'-1IC.II u' L#PLbIL"94J111.. 115,1111 ILAL Lq1 UIIEi- CUf 14.1At11G1 LCI LDAG 1110 SIJECIFTEQ 8'(Fr. HeHlCll(IN � ` MIDI IJ DIIAI FLAI 1115 Vt." HArfi/.1HF1 1HU55ES )5 PESPIMJS)8141 i(OF F/.OPICATEIR, f II IH15 TRIOSi% 15 (IF51.64-D UIFY FDP 1[if LOA" SHOtlI I. FFAlY151014 F116 T4 F41E11C411I011 OF P1I10JIJG NLISI 6E ILL(JE AIH] IS 4611 IHt IlESPrAlSibILITf Gf THE FR'.JSS Ff6RECATCA Con C4mi. i -FALSE Hr,1fON cli"*115, ,1f":k TATpJ(I I FALSE BUT 21-0-0 NO Off YE HI J CAL 6PAC IIG-4-0-0 f HSE NDI E14n CF gra P1.A1L F0P FAS TE41111G. FA1-5L 1101 Ll[AG YEH11CLL.S. USE J,.4 NIU. F6P SCARF 41 FALSE 4101 QKPe ! r 3-1-8 ♦-1-12 . �G 1PUS5 0DTICH L7UlW; A00VE FALSE DOFTCA4 Cf" 14.J51 DL 13HAif0 N1bL 114 1217111. I I+� Ir �3-7-9 3-1D-4 - fi-B-3___5-4-II 5-11-3 _ n- 1217111. IAILRAI. of,AG'Lrlti Al 24'0.C. I[All 5FACIIc.. Vf i t� 1 5-11 02 5,2 12 E2 V lux. ti9lpnt 9-10-3 _ )4 PLf _ c I! '^ G. 12 6 to II I1U2474 sf� _Sxs 41411 •. \ala r 3� 4150 Int, 9(94/ 1400 1122 ry 243 / y, X7121 `` � � \4 •• � � Im � li sis7x 13.5167 M 1 5x9 0 7ji5 _.�"' 316 5x6 :. C 7 396 3 3x7 20 t►.F12 �y -- BUILDING TYPE; Enctosed Realdentlat 7-0-0 -- -- 4-0-0 _ 9-U-0 1-1-0-06-0-6 _ .-... 9-7-e + CODE: Starkdard BuRding Code (S8CCI 1991) -- - MIND SPEED: 110 R* MEAN ROOF HIGKT: 15• TRUSS LOCATION: (Se) area NET FIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT C13RECTION REQUIRED. 103 11 A AT EACH SUPPORT. SEE NOTES 10 AND 11 ASWE- No trussesL i Maximum deflectloa occurred at bottom JD!Ckt 5,4. Naxtmum Live Load Defieckkon of .251' [4!581, Index-.204, (L/17591 Maximum Total Load Deflection of .394' 16/i61, Index-.213, (L{1127) -2 3- 9-,z okra:! _ .. T_7- <O CLARY DIY)SIDN PLATE fYPE' U.C- SPAI:ItiG LOJSD111701155- 37 1 0' H-17 G [PSF► TC LttM9ER �,4 rt i ALPINE LNGINEtRED PF4000CTS Inc V 12000 2-i]-0 LL TC 3D 2X4 02 D5 SP EIIG. FOR: T19UE TRUSS LNC - WS +54� 1601S. Ul4 PKMT. BC LUMBER PROJECT: CENTEX 3708 A'LL DATE: 25 Feb 1993 r� DRANO PRAIRIE, Tx 75051 7.0 FJE, TC 7 2X4 82 N SP OF L214) CLIA-3940 PLATE AAE A; - INC.-FOR STI. ILL BE 0 WEBS LAYOUT ILL: 744 UL DC 10 2X4 83 SP ADDRESS. �1{+T ME4RlER TRUSS P1-AlE IN5IJ IUYE 33.33 SCALE: iLOT AL 47 . EXCEPT AS F14Y 6E IIII TET] 1{E) �� F - 1� -.L ti 11 e4 QLis. 11 LU4aER y(rLl tF tf 114($11[('11[Cf•N/IIIMM Lt:IL S. 6• L-unCCIfA1 HFIfS SJIAII tlE 11151!1 LEO SIu441 IL:A 1.!UI 1L! A[L 1FII51741 Cr*-GTS R[/RI NS J.SS'{Qti ID 6E C.11111U�.rJ.+ 1 f Ilal)i�il[S li1ENFl LM4C IIIc IrE1F1 S _"%5 JI" /9L"'o C"M]I i'X{ CYli Elll, `Y 5'JCH IIIXI IHE .A111J1. fW ACFt 6/ EIIIC[: 3;b- .41111 n+Shaul 51EAIMHI 3f?' 141 (1C_t Alt AlIC11:AL EJ-ELI.U4 LF Ili TRISS. SinNAJEn4. NIG ]L f#" nL•:3EP I41Z..0 L SIA[SS JAI(Ela Al.. 'Zi L£S U. b 14' EWA;O Sit 1{15 AAL 1167 KL�44t CAL+ IG 4_v`0 4AJ 14 LX++XAiL .:f4 Iiia C1II1•: 41.WJLHS SPACED 3•�' S C fH ., 1L.PFCAIP• W CJrt'+ Sif/1G tlE bf4A til AC[L/ .Wt:111 NF1 [CP Cr-t•:A4 JF@ eISFD[T4 1•E LAKE J [011[:,4••.f Lrst Its GIHELI L'• AWE A BtlITU1 CJICAYi`RI'-E V¢E`-5 1161(1+GlrfPyll Lt4fFlll IPI INaVIJ� AJL L1tCrLt,:1t r-WIEAIIUIS. ! (� 11[AUL CE51•:N S(fiGIFi"P.11111s sari b• TIE IUIICALQ 7r 4-J45 ,41111,4]:,4(1ry4XLIL5. Ler�1,. FIIA 1:]b�':Il SbCC 311 At I- L'C44PPL:.SLU1"r'K,4-lubt H_N ASS•J4CI: 16 BE u4i1 it 1J.%I SL n6, 11r[S IE W CfAVEIY+S.l�rUN 141 IPI OESI[Al SPC;IFIt:A-- fJ.ESI PQxkc 15 AI.I.XiLl l ul lr6[, Zx Flif HG-l2D B4LE1G 0• Fl tl[f4 VA- 4111 1 FL 11"4)JEAIHI.16 112' 1LG15 FCS I•[IAIL NA.IE EUACC Mr,1LC.[I 11455LS AIL 21 11115[i51Cd1 15 BL5EG d'i EX AHr CUTECI4J4 R.AIE5&t! 1AJ III IS fR' S IMS BEEII CEAW&6 I[++ 1+¢ 1fiiOJIL, SIOE¢I IH 111.1 Hl:tll ll.L lYi 8aAr144 XL46LVS`r'JC[6 1.1 la' u t IN3L 11• Sl uilLlp'i FCN IPIh.Ei. I 31 td lAILIW Ft A1F5 SI H"i FIE aA:LL]t(1 IL4M FfP[[5 UL r Is 111tti OR J.tl lJRi LIL.'AL.LAIIUI u[;VSE 41111 C4fur IHA11. 1(A ESS 1171FO U1HE11b i SE Il.i 1n:i144EP CA IIIc iCA^ RAX LIF I]JI LA HUDLrito N4 "" Ni( 7• : AI Cdl[LIW F/ltf S12f.t. MC. CA.E[G 1.i! NILi11 ULMS'-i 51105. YLIiI 1HIS tf Sltyl I.:I [v�5 TIL I"APES f£JNll f+ t.l_A�cL41 171 5114[1,41 LI/r(J-ma Cr" :J411.G LF IX-Ell rkitlip allwin 0161 br LF Nafn dr SI.GI'" N¢: in :f41E11TAFJill G( 116 9.. LH 15 DESKAI JS APP[1r MAI. la SrILIH I Lit 5Ph1 IR rj Sii I* 67 ff#[11:.14� Iff'JSSES 5[E HL6-91 fflP NLEW"I"L71G115 1 �lpf [fLL VA 15 IrL P7FIECTILV 9_19f AAIE L[/t�r1..__.--_..ILfIIFILfs 19RpltiEr LL•l=.Lz.rla.u41,01 -. _____----- - -- `` -iL"�1CA./TallLfl A1C;i�ll.11R; SIIFCLF TEG 6f Fdf7F11CF1[fL 7[A11 HUA4L 11k.Afllf Fr4v Ylt.11fJ 1116 MUS%?. IS PE51'1EIS.JBILI]( uF FAIN41C11fEA.. ~ FALSE EWITIC44 Cl/y(I 1I'll CARLTILi11 FFLSE &IT 21-0 6 O11 LFFT. YERTIrI.L 5PXCt1Y-4-0•G. w USE 11114J" LF 2A4 Ft AIE FOR FASIEIIRIG Ftl St 201 alOPS 1'ERIILLL S. USE L4 11111. Fr, Sf_Apr l:fl /ALS; BOT Ct,Cfl 1 "I4JISS 0111 fL1 fl PO4U ABG4E FALSE 8611 QL Etlr*V NuSI PF B{liCFO tlITH tAi CC141. LA E14tL EIPLC1141 Al 24'O.C, KLA 511,41.(1X; 3-4-6 IiRi 3'T-8�_. 4-0-C 4-3-11 4-2-2 5-9-0 �- 9-7-4 fi-1-12 --MAI 1-5-14 - 1-5-14 �. Hsi Haight 30-1-3 _ 74 PLF �fTS 367; `- �,�` 4 Mir ,-1" 424/ 12 {,r�/ � 2411/15 U-1 1 j �,•� �. Imo..-� o �•,M 66r PC" Y�57 611/ 1730 Bb/ 1 I =i ^'* � i�`•1. ,A1 ` \��. � 1713/ 'b �I � �� ,� � !'� � \\ letlr [9.5]67 `-• J� o M i 1 � 71c6 ----3M8- 5118 3)f 7 20 PIF y 7 0-0 4-0-0 _ 0-6-6 ,B-fi-10 0-11-6 - - - -,- - - - - BUILDING 1YaE: Enclosed Residential 1-� 6 i-4 o CODE: Standard Building Code (SOM '1991) 37-0-0 WIND SPEED: 110 qb -_- _ -- - - - - - _ WEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET [RIND PRESSURE BASEO ON DEAD LOADS SHOWN BELOW UPLIFT CONECT[ON REQUIRED: 1039 # AT EACH SUPPORT. SEE NOTES 10 AND til ABOVE. No trusses; f kaximum deflection occurred at bottom joint 63. Ilaximuo Live Load Deflection of .271' 14/1B], Index-.22. IL/$63e1 Haxige m TBLal Load Deflection of .424' 171161. Index-.229, ;1/14473 Par-U, 3-23 -93 91ZA(I IN --moi - ---- �- CLARYOIYlSIOH PLATE TYPE: O,C. SPACING LOADING (PSF) TC LI1NDEn TgUSS_ 37'0' SPEC T-8 DNB. I ALPINE 0866 CEREG PRODUCTS Inc 4 000 2-0-0 2X4 U2 N SP ft ENG. FUFt TRUE TRUSS INC - SDS 1801 S. asm PINY. LL TC 30 BC LUHHER pHu,IECT: CEMEX 3706 A OAIE: 25 Feb 1993 - - IND GRANO PRAIRIE, TX 25051 7'0 DL TC 7 2Xd I2 N SP OF ��F� (214] 61530-3940 PL.AYE "FA: _ INOL' C. POW 51W Ll. 4 iiEBS LAYOUT ]O: _ 7415 33-33 UL eS C 10 2X4 13 SP ADORES$ - h MENRFR TrIlf55 PLATE INS11fUTF TOTAL 47 ExCEPT ids MAY BE t101EU i . � faY Ii WRIER NULL BE J InL SVLCI+I00 N(IIIN!I1 LA.MSL 51 C-WES11W^AILS YIAU LIE 1161J:if0 Srw4IRttALLt Lit 1G1 FLt Ii IL51Sr CIllti WEIWER5 ASS:IEG 10 BE LOAF IALMiS1• 1.J ' II101CA1E5 'F1En Lt ERIC1Q'1LhEP 1114 "1" SFE.IES, lust Lal k"10Jw H01511l't CfWHF111. C!5•.l.^l MAI 1"i .1'11r11 BRA If CIIIER A/B,' "Mf PLt�FI E/EATIIIIOJ1/Z• 1+J /IL?IJLL4AMj "C Cut vl I.,Ti".CJ ilIJ{J$$. PEfJ1JL:A%IJI. NW " J5 Cl nl•:1+CP Flt�"A4 L 510155 '++L NCS. 'Ll llJ M5 USLO C, ICF C.nF4 :+R JLI5 NIC Olaf IErAVIDdAg� 10 ILCLP lmlll; t-F.F-11 'J+EP.•_LTIL 1k 11BEt.'p WEI tG' o< n+as1. Itffw,R#01 BP4C111'� SI C11G Of OyIE III A[it:l+GFIIL'F "Iln W 161 OL£4W1 APE BLSEa fyl IJIt IAICST r➢L114L-:�F 7.J£e1A— (.11A1C Ilr A90T£ A "I M4 C.AAIU:NICE. t41ESS ILGLCG G/It Pl1 E �LPFEI II 11'1 9PACIIIG Alb EFEZTIC41 PJINJC"'L.115, TiQ14 CfSlulc SrA1GL0➢S !".1BL 151i➢BL LIE "41 ILL 71 Y-1G:.G AL'PPSSVAL LI!.ABitPS: UBL 29,12. C+IA TLB,M. nese 117 All. CI:Mt17E551C1.CFG AET.Bt PS JSS`JLk9 15 NL CL'ALllrf,Rr.l:l n5J InfS C4'�1411 CLALFWMO IG t"ABLELLf IPI B£S.L5K SUCCO'CA- r*5 Fa"57 P03DAIS ASSE:CLAI IINI li5L B➢CA FJLE 1,16-be 4AALEG 0t CIIf6R 3!a' 'kilt,. K+AX4 51EAT1t1141 7f?' IICt1S FIR 1tL1J.L MME C=+tEC1EG W.: `f' WMLSL5 AIG �•-' 21 T.IIS GESI&1 LS BASED !YI LCAP1 C-"CEICu MOMS {hall mJ 11115 11+x55 41"5 BEEI1 CEssu4itD 44,11 14 I CJGIII�4x3K1 31EI1.1 CA MY L LT•'6RECJ11➢ NL W1R.5 St'ACCU JI IV- a l CJ.tfL li t SIAIIU,1PGS FtA1 MISSES 31 LQFECI9P KAICS SIMS 'pf ➢15ED 11L sr1H iM LE'5 LMA_., !JI 11115 fwAl!f11, 1161 AL1.AlIJt .111:11'21 41L1t ft3IFG1W }rJ JI_ ''2lE ss'V31' t11n'H11IV 161 t10 1ENGER F3 SIE IRKS LLAT BE [UI Gil "OWIFEID IIJ Ni+ KAe. AI CT1E CIJA GL.ALE 51lFF ARE CALL[D 411 lI1FI11 IA'=n655 Sl P1 S1 NI:H IN45 r.E9 fa 12J od f:i1J•�11f5(f J/IJ1!3101111'r 171 YtiC1Al I,""Ila CAFE iMIhF D c' LwLI1 LLAII40 51HUV11hS AJ46 'y> Be{2116111 ASUA16 91.1 S, A11+T't :A•ICar A(IQL LF IL{ 11 T11IE DC5LW1 ES ADPLICJif IU SItLA.1111 SPJtt IFI)SSES aF YJ AHCILWt OF 1FU65iS SiE LIJy-9: I W KCYNEI4)AIIp15 5Jif_FHs_40I %-lit aJF191-LC 11.l[E.R6Ii_LVIDG11�_.___.__JLLWLr,!i LVlPif�..et�_=3E1�.1.L41e... __.�_._ - -----_---...__- _ --------_.__-_..— --L:fIIFIGia14fTLlL AIG LU.GJIJG Sfft]F`]EOII( F�W+ICElfi7 -1.Lm1TtW4,L JAl J;T11Y f44f 14IGLIIJ6 IRUSSES ES PE5PGIS1011 JTi Of fXBRICAICA. -TILT E CIPAfTG JW1111p1IAL 110• HENT :AIDER RlE}l LUN• - _M* A.-. v 11- 3-5-13 1-9-11 4-6-9 1-3-1 4-4-'13 5-9-0 5-7-4 fi-JI-12 HMV ----�-- - —•-----,- - ---�--_- -•— ---- --FTM ro 1-5-34~ 1-5-14 1 A- M6R Haignt 10-1-3 74 PLi 12 a Sx,S 3711/ if A 326' A " a24f 1 11 / �•, 590 12$f 1712 551# 1730 as# 1 .y ,•' / f // t.,V� \\ •\� �!� '3170 13.516T J 1`2 Q v1 / 'I I19 3a<a S tS 3Aa 3x T ` ON, [7 20 PLF 12 6-3-8 6-6-2 6-6-6�Y--- 6-6-I0 fl if-6 `-- -- — 02 /2 02 a2 BUILDING TYPE: Enclosed Residettitiet I_a_a 1.4_o LADE: Standard Building Code (SBCC1 1441) WIND SPEED: 114 co MEAN ROOF RIGHT: 151 TRUSS LQCATIOi1: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONEMOR REQUIRED: Q3 !1 AT EACH SUPPORT. SEE NOTES to AND it ABOVE. No trusses: 3 Maximum deflection occurred at bottom joint 113. Maximum Live Load Deflection of .366' E6/1611 Index-,297, (L/S2131 MaxlmUm Total Load Deflection of .574' 19/151. Index-,31, IL/7741 C 3- z3 - ` ?, Ofw ONO CLARY DIVISION F1 ATE TYPE: O.C- SPACING LOADING jPSF1 TC IUHBEn _!1 � TRUSS: 37'0' SPEC VAULTS T-9 OM6- fr� � ALPINE ENGINEERED PRODUCTs Enc Y_2000 2-0-0 2x4 02 N Sp EriG. FOFt. TRUE TRUSS MC - SDS ��9`� W t80t S. 05W DKNY. LL TC 30 _ _. -` 7EIC LUHBEn FRO-JECT: CENTFx 3708 A IDA TE: r5 Feb 1993 IllIllyl r� MAPA PRAEn1E. Tx. 75051 '0 DL TC 7 2x4 02 Os SP 12141 660'39-00 PLAIE AREA: U4C. �01�SfE LL GC 0 WEBS I.AYLYUI ID: 1 J I r 546 DL 8C 10 2x4 113 SP ADORESS: _- MEMBER IW55 PJ ATE IJISTI TUTS 33.33 WEAL 47 EXCEPT 4S I414Y liE N17TFD S i,rB 11 IU�EN 511AEL BE of nil 51'tCL1 IEG Hl11i If1a W1CtS 1! IG IIECI(f7 R41k5 5141LL DE 1ti51ALlL❑s•IdE fRLC AIL•01 IPY All IEH5I JI OOPII HCHDEpS F55'JEG fn L'Y Cutl(1 UY.} 131 -� 1+161 CFIlS LFTk HAI PPACLIA:wl WIE[' Ilya w111 t G S4F.i1E5. AIFl 14)NFlIHLN k,7L:Lift CbLIEtJI, 114%.JH IFIL rtc.!]I r1i B-OliG br FLT+fp 3:'D' .N L141 P—MD St EA IIHI 1!7' f+l lIiS 14L 141 Chit Fly.LF.ICILI44 rf Ilt IF'NSS. FERNMEIII. Yq W IS J nlun[µJLL�Mxb1[ &.1'-AFL+TS. +I t iALIES u5[U 4.- IiP 4r;1aH SLL ILfs Aft tYll lY.f�Fa1+FIrE L; Yb if I'lP WI+1" ""rMFll F1+ Pn A[Ila.IE IE IF FIS SPICED 7G u • mrFr• Ii.WWW+17"e P[4C I IY�5+ltiD bfLam+[ Irl A[�ttG"W9 Illln FiA e[SI WI ANC ASCO G+ Irt LA.IFS.f Cel/L:++ J 1H SIA- GINCtt-.+ ADP';F A BUIE:++-'ME- 7 Ll L LC:S YIP1fa CF1[PM LSE. tu1U�o11 IPL WAiICE AlG IPECII•:Jl P.IIII.LC:AI1(U5 FJ 11Ct4LL CFSLGI+STAIGtpff/'1111 Ilw�U aF Irf 11,7141"k 71 Y ek4P AIY'f1d1;AL rAAWULM VPC A7+L FrV, 7:1U 2511 SPkr_ 11) lit CCWFLSSIGI Clint.r41EA;1+5 ASS`ll 10[E lYJI111t'..[J,Ln91 Tp 15 GCSLW+CIff CAi4 IG^liNLr11 IPJ LYSI'+l 5YECIFICA- fCFE 51 r$owr 11 JSS:•C I- IUII Jct•. HLL'A ELLE it,-125 HMACED P'+ LIfIfH 3/6• '11111.) FI•II:.ro Sl At- - A!2' fl(.+b /CfA RE ICL PIAIE LUIEiIEG Alllti IRL55E5 NU 21 1"175[ISIFA+ IS DIVA LII+1 ul+ Z( .AclrN KAI(, wit I b) Wj,, Ip'h�WS MEI.C4 Si'10 Fll, IIF.ccA l,w 9Ha+i11 'N1il.t DG+Fltl DR 2RIC IIIL roef'45 "Af2H Al 16' u c WCL Yt+ SIAILUI[IS FiA IFiW1%5C5 71 r.ft'FFCIW FtA1f5 Sll!r A+4. BISEO RI A/F41.F{✓jCiS Mit i JI 1+11:1 11111[!1. 1115LU I Al ILJI IIF.U:•F SNAIL C 1FIY4. -Ni+1, IItFS'i tlDlYa C711EF•NI'd L6t IU LEIkYR CA 111E 1A15S wAr eF tali W r1'JCif G[U At CRt[L'IW E4•JE S:iES W IH IEG 1 J7 NJr•111 :A Cn L55 :i Pl it N17H FN IS C4:S1•:rl 121 � LIOIC LIES Et IG11+�10C411 r" k+l 5"PLCIAL HUFI I IU LW1111 YIP+LQ bE I"It!11/11.LAI 913PVZNG RAID Br/E1I:I,l rl L"M SLrM 111, IK:1HJf111A1 Ila, Q TaE 91 I+IIS ULSLLRI IS AWOCARE IU Z-LL IER VOWf n#,LZS OF FFEiIW4 LF IPUSSE5 StL 1118-11 IUP KE:ClWfILJA118115 1 --Slim E 4�JL15.111.DILI 0)'f1.W lit PLAX1EL.in._. _]FAL-Lr'q -_--- ----------- CU1-fM1fI[TICJi 1.IL►Rl4i 11G SPE[IFI EU 87 FA9P)CA FOP F-• -AODEILOJIAL PLo.IL146 Fill HF.IA]W IFill IS HE5V'G15161411 t TF FAfWICA IDP, .L-. -1[115 TPUSS IS tiLsItWEG f11LY FCIR 111E LOADS SILCLMII. PAU715LO1 FOR 14 i AFQ'IEIJTEJ]IJ Cit Pi41011t61W51 6E IIAUE LIG IS Will IA* AEEPLE16181[Ilt .n 6F 1111 IFI-IhS FxDiLIEAIOP CP CIAPf. -A1111L•IPATEG 40141dOALLL. 140PEI4E111 L1mIP tOrAt LU4D - .284` -5-13 1-0-0 J Nlli •-- 2-9`11 _-6-4-4 .�_ 6-4-4 —5-B-1- _ 5-A-iJ, 5_-11-_3_ 1-5-14 12 - T - - 12 112 102 02 /2 i-5-14 J Nal H810hl 9-10-3 74 PLf 12 e7247i a700 / �AIOF 399/ 2221 , 209! 125E f270 7404r 168E 821 /m 1 .J9/ 1712E H X3.5167 r (3.51491 M 1 �`TxB 3Fi 3x4 I lT1 3x4 SIB 30 2q fiF y 3111 �2 � in 12 `—'- 1-0-0 6 3 8 5-4-4 6-4-4 L1-4-8 8-7 H - —�—' --' BUILDING TYPE: Enct"ed Residential 1-4-0 i2 fz i2 i2 I-4-0 CODE: Standard Building Code (S8CCI 1441) 2 WIND SPEED: 111D mph -- — K1EAN ROOF NIGHT: 15• TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD GADS SBOWN BELOW UPLIFT CONECTION REQUIRED: 10-Y6 # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. HD trusses; I Maximum deflection occurred at bottom joint t3. Maximum Live Load Deflection of ,341' 16/16}, Index-,281, 11.1128.01 Maximum ToLal Load Oeflaction of .544` (91181, Index-.294. k 0161 All QA1. 3-23 3 d&b/ CLARY OIYISION PLATE TYPE: D.C. SPACING LOADING {PSF) TC ILF!il1ER TRUSS: 31"U' 1410-19 SPEC T-IG 611G. i r5 ALPINE ENGINEEREEI PRODUCTS Inc V-2000 2-0-0 2X4 Y2 DS SIP 1 �• EW3. FOR: TRUE TRUSS INC - 5DS 15 4-0 � i8ot S_ GSN PINY, LL rC 3D - —" 8G lLWBER PFD.+ECT: CET/Tfx 3708 A t-1 011IF: 25 fete 1993 F' GRAND PRAISIE, T% 75051 _ 7'D OL TC 7 2 X 4 P2 13z., SP 1�OF (2141 660-3440 P�Aff AREA - - -INC_ FnR f"S1 is L_L BC D NESS LAYOUT TD: f SIUI 5132 64_ AC 10 2X4 63 SP ADDRESS: SCALE. - AhL t k*"ER.WUSS PI ATF it;51)roic 33.33 TDTAi, 47 [Y.CEP1 AS MAY OF 1401LO i/8 17�( t) LLI4FFR SHILL 8L OF 111E SFLCII I[r,u111/4rJN{!ARCS, di CpfIECIDA n FIGS 51ULL HE IN51utF0 S111il IRICALLI Ctl 101 JLL IE.lsXd1 ptFU MNBIRS AS4v okG IO RL CEAIil IILQ:iI. .� milirAIFS LATERLL b•+4.0 IANi j44iER 4404 will.) �• S,tCIES, Alb 191 NA/I H11N N7I51 ikE call [1, 04 .5JU1 [,.Al 111E J]1111 &1. E,b*COPE. 31P' iH 1141 El.�f.1y1 9J LI R I I❑ 4/.', I4! II 15141.1 A I I EA,Alii EI-Com]/:,1 f fill 1u155 PC.L4-4041, AJ.4 W I1�? MIWWFL AILOX"nE 5111155 JFLLES, M... 1.111OE5 II�LV b1 IIA' CIH W%-tCt_5 APE 141 IIEcroo IFIIDLG ID Vital MIII� LP,0114 :N b�al;lil,:IEIEf FIS y. M)1P 1G' N c iuts., It1iTYA1Apt ePAC CIr.S{AtG a 4I/lt 114 ail:1:PG}II_"E Kllh 101 BES i S1/ARE "J" RV Fif Ll1ES1 [OITI WI W lif/U- 41p1CI['t APOyE f.BOE ECM Ott 5411EE. Jrt C.S rMltD GTr6A1XI E"E =•.ILY111 IFI BPAC IIL u0" LM..:T tJI PPAY)[AT IGIi_ A+ i.� V 1Gu1 CfSIG/SrNA 1445 P76L[Sfi. 1nE IIATIUTAL zl uo AFpRO'J AL ILId/ERS :eF 23 2. Frlt Tib MIA SS[C !11 N( f{iPAE S51tA1 [1GM E14ht iS A5s.10 T6 GE iGl[11�%JJ 1t61 In15 LESIFNI CEA&En•Lti TL C:INI Ell/ IP[ /rSLaR 5FtC1iICA- icm%i iZ;,3r vs A55.iCLAr ILMI T2b I. b",4 F I I E 116-145 wIEEm a II1rlFll 318- °ulrl) 1-t,S" 511EAil11IG 1.r' 11<AIS FGR l*IAT. GLA16 CIJIILETEC 111[!1 lPio SSES AAC1 21 TN15 11SIU4 IS FStID ell CJ AR/C061TECTM PL AIES 1511.r J} TUES MISS FAS SEEII pEf:)2NIE4J FLA TFE LL5WIIIG 5HON1 44111.1 1)N(KX LL OP UPIL:IPG MW1 f,N5 SPACED 1E 16' n.C. OJr{II r SFAI C, 5 F:A lALr55E5 31 Gt►CCICA NJLIt5 SOHS AAE B45tG IlOr A1W FLVEFS❑t 4. IAt TH:S P111Y fIG. 111510"AI IGI AIG 1A°A 5,14!1 LL761P61 b,A;J, 111455 1XITED W16AXI.`F. I61 110 H4115LR EF IEE 1i�JS5 NAt uE (.I U3 o y'lorlEa lot MIT ktl. 41 CFx61CIGN P141E Slits lit [/4101 V.l t1G{IF C1EfLy5 YU151 Y1114 11415 Cf 5114 .2t id JIWICAIfs GL AD1145 1O.AT Itrr 171 ='"4!141 IMAILIPF9 CINE 511011 D HE IAM{lI CLAANI3 SNI P6(iAl AA11 Ir tlAIGin 40t4Y1G SLGISI NG Int Op LElt11[Ip14 CA FrIf �• 1n15 uslGr1 15 AmJcI 8.E rD&WAA11F1 rSPNl rl'•F5ES CA' GII EHECF1Go CF wism5 SEL f1L6-9! F(V AECCAIIf/FIATI R41S —51a Cj AW l5 1r[ 90Lr1LIL H 1E3L PLAIL It113TAL. IL3:IItc14.-LwItw AM rw IrljwUyl. -- —� VYAIF[bsTAl[UI Lf' FOA[I[IIG SI-'FC[F IEO Bf Fl i�PlCIFiW 11 �,, 40111F1f,11A1 PLA1144 FI4E11AIIEL1116 TRIISSE5 1S111S11VIS7B1LllE OF fl.wllCATC,P. A.- -THIS TNO5S 15 LES1G11EG Gtk'[14)P UE L,"US $140MI. 4,0IYWISIon FPA TI/E •- PAEVE1111Fi11 Cr HUIBIIAG MUST BE t4ADE Arlt) 15 1101 1'nE RESP014SEB(EITE G LFTHE rHt?SS FABPICI.IOR MCLARE. -A111[C[PA I EG HW[;?4;flTft 1f0'4fJIE141 OtRit 10111 LOJID ?516' 3-5-13 ._ - - _ - - _ _ 2-9_11 9 4-4 5-4 4 ., 5-0-0-- fi 0-3— _-_. a1 14 T 5-3- 3 Rit E. f ti-14 02 12 !2— 12 02 OR 1-5 14 _ 74 PLF I G+ Mgt 118Sght 6-10_3 ---- --- --- — -- --- C. 12 0 6 � 1-' 3e31 3711 j,,9E1 315,2F /! l 41 118! 1681 1571 121E 14130 ?2/ 54�r// /I �� \• 59F . . t �+ 2X3 r •� / .fJ 173 f 1 17121 ~ 13.57 67 .•.,t 1 a7 0 13 51+4911 i rl 1 7x9 3R4 6x8 3X4 3AT 3x S1 2 20 PLF--- A fi-3-8 10-8-Ei 5-0-0 J-4-8 J-7-8 r2 ►2 42 42 BUILDING TYPE: Enclosed Resldentlal CODE: Standard Building Code 4(SBCCI 1441) — --- - 3J_°-° — - WIND SPEED: 110 mph MAN ROOF WIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE SASED ON DEAD MAIDS SHOWN BELEM ' UPLIFT CONECTION REQUIRED: 024PP A AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: i Maximum detlectlon occurred at bottom joint /3. Maximum Live Load Oaflaction of .331' (5/16), Index-.26% iLI13411 Maximum Total Load Oeflection of .519' (911fi1. Index-.2B1, IL/8551 A e,01- 3-Z3 t3 Awl � 3-z� " THtAS'S: - ONG. 1 w L4.AAY p1VISTON PLATE TYPE: ❑,4:_ SPACING LOADING (ASP) TG IU37'D' HV-17 SPEC 1-JiHBEn 1 ALP144E ENGINEERED PAOOUCTS Foe 2%4 M2 Ds SP 't Ei46. FOR: TRUE TRUSS INC - SDS Y 2000 2-0-D LL Tc 180! S. GSW PKWY, 30 8C 1-11N6ER PR{IJECT: CFNTEIS 3748 rti DAIF: 25 Feb 1993 ra GRANB PRAIRIE, Tx 35051 _ 7,0 DL TC 7 2x4 12 OS SP r� 410 12141 660-340 9ik ArtE ANSA INC. FORC 4 SBS -STLL BC - I AYLIUT t6: r r iYtl 111 HFNBER iFLU55 PLATE Ir45TTil1iE 1.944 33. OL BC 10 2%4 03 SP ADDRESS:. 33 10T1fSCALE: 47 EXCEPT AS KAY 8E 1101011 1/0 Al w I N t I ! Ik I R LA a 11 R r- F1 r /' l r fA N I 11 L JHLq SIJ4A BE W IH[ SPEC IFIEp w/II Jr WrULS. !,e .,;{YCLIUR PLA rES 5}41 L hE If SIALIEU 5 I Lt ur Lai ALL "JISlidi QWJW, EItlIE 1 A55r4JEU lU BE LJJ11/1R 75! If101CAI EY IIILR:.L Wrr r1u HL101! 1 7 I L Sli'C1 ES. NO 191 MAl IIr1Je IWI51'F1 Eallln .Y. S.ruH 11111 lel( .a1J111. BE1.eA;f./fe E I1MEH 7!B' IHC14 Ft.fN6'J0 SIE IIHIe/., 1!:- 741 LII'_f[LLAT ICJ1 AI{I FEEi71Ca1 LE 111/ 1':!d5 L4FHl1�JIl• AIfi vy LS C{ H1 uPtP AL I.Ull"I C Sr145S(el It 5. u1 ?AZ LIES USL0 R; 1:P Ci",15 SMLLE5 ACE rlul AEC:4d4ENDM Ill LEM" Oi11H r{I"Alf Lil BPACIIAi If IW FCS SPACLU J6 6+ 44A1, Itw"W, BPACrP✓+Sr.'1L M UU1[ Ila 4CCCJCIlCE NII" FOP 0rS34R ARE BASCO UI fl.F LAIESi 401130/1 wa Ira JrA- 4111LCfi.'. ABB'fF A 501161 Cr1r/G Sols" -�x CES 05TEO LTHHEPNIiL CWtFIII IP( EPACItw AIG tftrl IWI P_9LI+AIIW6, a I.J I LBiµI. F451111, STM."AIL6 PLJ6t IS-EU BY IJt JIATIBIIAI :t, '/ 2400 AIWjWJAL Ii REfPS '161' ,342- FMA TCB 701A. SBCL 117 uk C1.4"U551L11" Glib IEIbEhti Assu"" 10 IF CJl l 7lfru'JSt 1761 rHtS GE51tue ILaFGFHS 1G i•JLptUI IPI CLS0511 5FECCrICA- F11PE5I 1149P1CF5 IsSSLCIlr141 1261 BfP'A FrLE &;,-12G MA14.0 4, F1 AIR 111!• 1e11J_3 P=LIf_CO iJfA1HI1r JXi' IKAI%rcP PLIAL KATE iiJYEC1CL IIWAJ 1R.+5SES WhD 77 IHLS BEStrJ1 IS Bi5F6 G94 CJ A"&C4i1EC16P PLAfF.S We 1 111 IJI(5 114/'5 to 0EEII t5ES1a1t11 A4M.II* LGADLIG 1Myy1 �i7 t,.l OR'MAI I 0e.BRLL:IIYA 1SINCIRS'SPAf�l7 AI Ib' ❑.r. VALLll( 51 A14M1r1iS hiA 1GB5 SES. r_n 31 C01J2 CrG4 Pt.A 11,5 SCllS ArIE 8/,560 81 AA!.I FWCkS IY4 a Wr TIICS 01LIY[I C• 11151/!1 till G1 AJp:ISL !-1. LCJF CFI. J7Jr,ii, !�AESi!P/CO �r1Ec,y15F1 16! !p IfltiEk CF ltf IFPJ55 NAr BE l\II FA 11r1)I.F LEG 111 All/MiA_ J fN APE// 11' IPr I +l C-171iFLtCi.FLA IE Sltr.,FH r:M.Ii4 tr!I MII.TH IAC:PG54 SL BT Sj NI CN IRIS LkS1.1J ee; JSd IIDICA fES Bk 1f11rJG LrA f.l L-d !/M 5A'4CIK NAJlA145(J,PE Si •U[+C I EAM7 U SI1 7 JD N Oe LEf4irn FALCte SLDFSJ ACG In[ UOLLII rAT IIIIJ Cf IPL tt fwI'J CE:SW44 LS APP].7CAH E /U FIlty IFR WAJJ WiSSE.S GF �l IFtCt IQ OF LRJS:A 6 '.tL IIIB 91 FOP GE'CLIWEffiA?IUIIS 511;L-111S�1_15 rli DIFdc1Jy41 i{. Tft PL AX JELL _--._LW_IC11 LIJ.tDllw 1JE •CFAs ri:(MAT CIAI A111r,LULLIIIG SPECrF[E71 Off FABR3C414Yi r. -A1101T3UTAL PLATIIJL.FW WICs_3Wi TRLISSCS 15 HE51PG151MILIlr CF FABRi CkFOA, ,L- -1415 T%55 IS LES1WIEfJ f11LY FOR TttL LEA65 WINN, PA07151Q4 FOR THE - FWEV"ll loss OF PL41111JY MLISI BE "LK AHB IS ri611 INE RESPUtl5l UTL IT Ih- GF ULE TPLASS FABR[CRTrAt OR CULPY. - -All)KIFOEo HU1[2'rcjrAL 14B'/E14EP61 LEDER IDIiL LOAD - .281• 1 3-9-13 Iw _ 2-9-11 4-4-4 4-4-4 4-6-0 4-6-0 6-4-9 6 7-eALIN r 1-5-14 1112 - /2 ~— 12 T 02 /2 42 12 1-5-14 74 f'1 f Nax Holyhl 7-10-3 c 14- 12 3281 39]f 4U?f S 3x4 322/12 to 2221 —_ liat ---�Y 14K# 4171 I"r 127# 571 i 263 /J \moi 69, ♦ n � ,/� �•`\ a 1?13i , "CI 13 b149% Jw 13 7x4 3AB 516 3M7 H f !! 20 PLP y 12 6-3-8 6-8.8 9-0-0 5-4-8 6-7-8 �? /2 12 l2 BUILDING TYPE: Enclosed Reaidentlal 37-o_a CODE: Standard Building Code (SBCC1 1091) WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET W`1ND PRESSURE BASED ON DEAD LMS SHOWN BELO]f UPLIFT CONECTION REQUIRED: AT EACH SUPPORT. SEE WOTES 10 AND 11 ABOVE. No trusses: I Maximus de116ction occurred at bottom joint 13. Maximum Live Load Deflection of .347' 16/1(1}, Index-•281, {L/128DI Maximum Iota] Load Deflection of .543' 19/161, lndex-.294, (L/0181 126V. 3 - Z 3- 'r3 elig) — — _ -- icy_ 3-?Z-��-IL#DP t t''3_ _o1 ___ CLARY DIVISION PLATE TYPE: O.C. SPACING LDAUING LPSF1 TC LUP4BFR TRUSS: 37'0' HV-15 SPEC T-12 ONG,.t / ALPIIJE IN'IHEEREn PRUOUCTS Inc LL. TC 30 27(4 Y2 US SP EMG. FOR TRUE TRUSS INC - SOS 1:54110 I8a1 5. GSW PMSIY. Y 2llRD 2 D-0 8C LUMBER PROJECT: CEH7tX 3708 A DATE: 25 Feb 1993 I' GRAND PAAIP.C. IX 75051 7.0 OL TC 7 2754 02 Ds SP J j pF 42141 660-3940 PLATE A�4EAC— T_HC. FOR STL LL BC 0 HERS LAYOUT 10: I[, 526 OL BC 10 2X443 SP ADDRESS: S Ak " fl ME HBfR TF1U55 P141E 1NSTITUIE 33.33 TOCAL 47 F_XCEPI AS 11AY BE ilorEt). L, II 1L1EEA"LL RL ,J! INC SNEC IF Ifi�N11111fJA W};1fs, N! rA1F_EIDA FY.AIL.S STALL YE IIISIALI ER 4rWkIH1L.u.t.1 al 101 iLL lirlSllii Fj**U NLNCf1iS AS&:AEIi IU f'1 L+JAF11JArP�l r Ik 11VICAUS LAILNAL Liil_IIG IVItlLH 4104 NlII.! SF{..LES, ,Ila Iy1 KAf IIeJa NU!-IiJ( C.71 T[iJl. ,T1. SLIM IHI/ INE .AiI1T EA111A C,P.• l71t[R ::;N- ,NItI! p—CF'Fl`JIA)11IIW, I!2- IAI tlA/lla alJl, MID LFL:11•JI:f 114 iR6' . FEFAUJrCIII SAIL V? JS:f "14I&P 1LL.10""C S[N I.SS'1=LIC S. Ai L AALI-CS 1UT3 L.; IU' Ch"AL S1i ILLS AAE Wil II CG"L1JILff TU G='GW 11111; W-NAA. Ji 1YIAi IIT.vkl y4-I6 SPILLN LEI' �.L IMAA.. IEI1'lFl✓A, eJ1a[INS SI�44 R DU! 111 1GCGPLAII� YI/rye A,D(SEWJ IPI Y}SCD G+ Ir! LOESf "I'll P uJ Ili I,1,- FIt#CII+ ABIPIE A WIT.:Aa Cr.W,.r yI.I`.'E- 'JT1XSS IY1[Li 7.11INR1S[ Clfitlll IPI B.AL FId+ AlL(PCL7[CII PBL JCA ILLFh i Tv 11Q1AL PIS]ii S7Air WUa F•EL 14t0 tlr INF Rtrlum ]. 'A-3,06 AYPPN'F1L NAIIItNS� 11HC 23Ae fl- 1l� 2911- 5YLL 111 ALt. C1.1U1GF55]i41 1:14"r N11fIEMS NW-40r, ID RE C,9411144'ItU ILN IMS E1516F1 I'LYIFfMIu I,.'.1f111L IJI IPL [E51UI 4£1,EF ICA- I i.J FLAY 51 ".Qct15 AS5LC lAE IiJ1 7241, d A FELE OWL12bOIRAIAC III t'111fii /B' "N111 7 Ft 00YA SNEATRIIJA, 1j-2' 1JUIS JfAI kL IAt MX FE :..IC IED MYAI TR}5y.y.AIG + N 1415 a'57Q, IS HOSED CII C1JQ!C411FL1LA.FiAIES UIY. Mj 11415 IRA&HXS PAft'EC576111I1 FLA FIE.LJALIIIIL 5tIRIP1 WII0 TOR r HJ44 ON U-11C114 It EEf AS-JRA CED At lei u.l. UJIIII r S11.1111064 FCA 1,wt,gk5.. 1 ]7 EtyYY ITi.N FI_ATLS 41]E.5 J%W JILSR:I[I Ai 111 1UIL 5 4P1r. JJ 11-11%1J0,VVI6. IOWTAI.IAliU1 Ai1C L;R 't31ALL. E(BgrAlh 1104 1991Y, IYAIf II'JLIEFYI.1 IEJ IOU 41I11NER IF Old IW44 Y}. PE all I.N L[ 10,11cr tIJ.Yi: NA/ i..� U C014kCT{:R KATE s"(S APE C7LLEL Wf MIC1M "AMf. S 3ILTSI WITH THIS tf6JGJ IJt tag I,OlCA11.5 IiEA+Jr13 Lf_A+131 III %LCIAL Iwu 11.0 UFOt 9iIMt,�Ft 11KE/1 bAl/Yi 5alwalH3 Ai W, LfIYJfl, IAO 061(iSL"% H6 IhE TAIIEN4.1101 Q Tt1E 9, Trl/S WSAWI 15 AFPLICAaE TD SJICAILF'3'+AJ, Tfillf.ES L:F CO ",JCI LrAt ik TF-TSSEL 5EL 6L6-91 fd1 PECW"IVA11615 CAL L.LJLi"L SSILiIT _ _.._.-.-1ti7111Cb1.!1,"I 14111 CWUi_WJill' -L'Ga1F1QJF,i11LA1 MID 1OA0[ftG S+Ef[FIEU 9+ fA8R1 CA 1TR -AIJDIT3rA:A PLAIIIIG FTN 1,4I1ELI116 JAIJ51ES ES PE5PUISLLf ILIIt OF FA9RIC.104 4- -1415 IRL65 15 I:ES1L-AlEP 61JLt FOR THE I-COMS SIVIPMI, IIIWISlut fOP 1tIE ' AREVE1111011 OI- K-416I11i,WIF31 hE HI.DL AINA IS HUT SIZE HE5Pi1HS1DIL11F F+ Lf THE TR,ES F'AtlR1Ct_I GR 014 [L ANT. -Af11lC1PAILU I1DR1201Ti1 ILLI'ILatEIJ( L[tC1E14 1rilA f.l7AD - 3D2' RVR1 3 3-D 6-6-0 —_ 5-4-9 5-7-ID ._— RUN -5-1a 102 ---- 02 42 T--02- 1-ry it _ 74 PLF C Max Height 6-i0-3 -- — — -- i�- i2 25D/ A 11 31b 10 31691 — 1 :1'ri2JT / ✓�S 3x4 3TI4 57,CS- i. `\ 3915.1111 12 e i 341 1931 -� '7 2x3 r f?bt 1�1r 1631,,! 174! !0616 Y 13.Ell 6J 7 710 5x6 y 3*R 3x7 13.61 4971 H 311,11 2rri ✓9 12 _— 211 PLF � y r — V 6 3-9 6-8-9 6-6-0 5-6-0 it-o-0 1 1I—TD ----- - -- ------- 37-0-_0_ _ J-4-0 h BUILDING TYPE: Enclosed Refeldentlat �y W CODE: Standard Building Code (SBCCI 1990 [�Z WIND SPIEDI 110 q* KEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. NO trusses: f Maximum deflection occurred at bottom joint 03. Maximum Lire Load Oeflection of .337' 15/16), Index-,233, IL/0181 Maximum Total Load Deflection of .528' {0/181, Index-,205, [Ll8411 7-Z3-g 3 a/dtt/ � 1 �Ey 3-22_�3_t.,`i env _t��S �I�J-,�.� �`•-I CLARY OIYISION PLATE TYPE: O.C. SPACING LOADING LPSFI TC LLMOEA TRUSS- 37C0' HY-13 SPEC T-13 ONG ! to ALPINE E0 VIEERED PIIODUCTS Inc. 2x4 P2 Os SP';� ENG. FOR: TRUE TRi15S ANC - SDS teat 5- GS7I PHMY, Y3000 2-D-D LL Tc 3D 8G LUHBER PROJECT., CENTEX 3708 A DATE: 25 Feb 1993 WANG PRALi11E. Tx 75051 7•O OL TG 7 tl..�. Axa �a o� SP 42741 660 3940 PL70E AflEA7 -- - INC. FOR STL11, eC © LAYOUT 1D: i NEes -- - - 542 41, Be IO 2lC4 13 SP ACORESS; SCALE: �H9Efl MUSS YI ATE 18151.LTUTE 33.33 10111E 47 ExCENT AS fa4Y Ut IaLE[EU 1/8 ��, 'I LUd*C-..+I;,L CE til I1fL STEL IF I4Nllle,ai:. ILYS rLer F{17 q+.Jr6 Slew_I. OF r-1>t11tP 5,W*IRK174 L. DI: 'RI ALl 1E1157 JI fiXf[T NEWJk RS Ah5•..4R MI tlE Cb1i L!IFJ t'1 r .� Itn 11- 1-911Rµ YRA_Ll Ku 14HaiR 410-4 kln.l 514�1(SI FIL 1�(IJf�I1�IN N>LSLrIF! [•11111;1, f+S.JI IIIA ,.^k `:7r1! RI''AFlL Lr t 141111. .I'1.- �4 L!♦ It rtll:Ll Irl;I't ln'f-A;119,Ill 11 11 "ISS rFr.:aVFrl1, FJ1J [,F IS.:F nt+l'kR J1L0*ADIE 51 PFS5 1iL+KS 111 aUeS USCD G- 11J`!r:A9 SA-ll'!5 F1iE 1141 f#C•Jt.IE/1lf f. 'G i_n.P 14111, IaN-+X9.11 1.!f bl'Fi llA.i if Off N5 I.IY 14• d <' '�uA+• 1f W'IL+.4P+bN:ilrl. JG L-t UL/! ]fl FC::LfY:FIR MITn Vii 01-5184 ll+ [:ICC.D I:/. Ilt 1 JLtEit f11;71+.:1:J 1.1 '4 441111 k'.l.+ A9u'IE J YUrrct; IICF4% `Y!Ici:.. .0 ES::IIRTI, L:1.IL HN Ihf 4'19+rkfef IM: WOLC11Y, Ma Cltil 1:11 F.fbLl:A i WIS. S rJ 114)1196 1-•t SI c14:.904D l.h K'_l1J 14fo di .t "A'ld:il rl 26110 "Vi"ON ItA4N[F& 'A'= 312 '-ril T:Fi T'+i•. Yrl'i IlV FI'.. C'Utlwt 415 11 Clf ilY K+ If llPNS .Si Jlk if 7D EE C!rll lltJlFiEl r51 'n15/'.k5l wl.CrrY[/WS fG`-'J.W r'9 IYl IYSILl1 5GtiC17 l�L- ,? I URESI PIILCAK75 9S'_..lL.'111 Loi J2fi[, 11wA FLL1 M 1;,5 111, G Ur FLi1r 4. J/y` r1f1.1 .'t'N:etii}SuEFIFt t.Y. Ili:' 1'1X1-; FCR lILIW- MI_h7E CCt19.L11G IMJU/ !H'vES� NG ti 1,15 OES18' IS 8a�il CAt .144r iJ.E{.'1{1R ^1..A IFS I"I pi ,r'7� 'R'ISi iVi:!tfr Fl S1J�11 f.�•el£ 10,:1'.111_' 'ylURI MLH 1 M++M..i IY�,U•t.I,I K4tOf n`. S4FrtD 41 ed' u t GIJL'la SII i1D Amis fL1• A{►ly'I,. il Lu9ECTlir'F1F19E .PIES,"14 tlA`.F[J 1l� 17 Fl C✓'CL.S 01 t C{. ,�1.5 DtY9J1[!.1«. .•�'9. 1tTry1 9I t: I;*. 51(r.`k is{tfpkit 419.71 ulF- •UIIU:e'.f�tAlSt. ,ul '1U"Ll"R ti if[ Ire14:HA OF :All GII RColl IPL 'It FI1r Mgt. U COFCCfvI'At 4'E 512..5 A14 1 A kfL;dy0 KID M 0LK1 'vU151 /L I" fV;LS LFSI.'V 124 � i'JJIC IES. [*F!•lrai I KIT,A. 171 SPL.LFl *tV4 Lin`+4Y S LN4..C' tfE AICA r,1A1.!< Allf'PIr4! itl 61 LEI9i Tt! 49 Ed SLOIS NO I/t UP1EVIAILCiJ=# 9.E 1, IRIS UESIG4 IS IliU7C/11c TO 5l1CNIE11 SEAJ.11*R�ES Y FKctICAN 17 W f'5 31 'flp yl fOR lICCME'i1WSLCtiS ZE L ! .1t[.(1NIk1Fill.Sv_fit-11L!Pi Gll'lfl, SFtttI111 A.raA"_2?p_cal Lll`1MJJUJ '_ lJlf Lil/f•Nii�E[Gf tF(4 B�r«5fi:CI.I OR '!-[W:1IITl'E ItPBEH ST(f SSSS ALIT USED. X-- -MOTI tCAJI-L 41 Al M6100 HM CA JIV 11141.6SE5 t5 PE51'1k;5Jtill1li (WF 1: ti14A, -11115 l/WSS IS VESI6IJR) CJ1Lf FrA Illik L(Mus Wall- PlellL']SIC11 f0R U! PPEYEIVICAJ (JV PL41P111ir 1Y-151 THE MROL WJU 15 BIGi 414E W SPDI151 D1L[l'f "'� 6F 711E IfY.J65 FXUP I LxTGD W UAR' -♦NTILI 1'.41141 IxIRt,Mil W. rill([I4E IIT U41011 11110L LGALi - .151- f{� IT- 1 V-• A- 3-0-1.4 _ 3-9-2 0-2'2 6 3 11 6-3-14 8-$-2 5-0-D �{ - 135--------. 74 ALF � qtH - - -__ -_.-- -�.- ----- - _-,--_---&M _ _ _--1 L --- 1-5-14 !2 i2 42 1 5 14 2114 2K4 244 Kai Height 3-10-3 I l 12 3F,g1 9411 654t 64 lid 6631 I( 12 24tl1/ 6 C/ I/ , 1Z 4x4 !x9 411♦ 7X� ',,`�. \ �/ J741 1211 672r 701st 2174 219# -__- 3741 471 -•� � _.__. __--�`_ --- - -- -- _ 691 3179► .-•I �,] -------- --- ---- �, ' lot • 417 5x4 �7 5115 n 43771 3y li X10 i3.51 4a% C y 12 i^7 6-3-0 6-10-10 6-3-i,/ 0-3-i4 5-2-2 5--0-0 2D - _ -•---- -- ��_ 7-9-44 3210 1 4-0 L-4-0 5141 226! BUCL[}1N13 TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1441) WIND SPEED: 110 q MEAN ROOF HIGHT: 151 TRUSS LOCATION: (5e) area NET VEND PRESSURE BASED ON DEAD�LOADS SHOWN BELOW UPLIFT CONECTION REGUIRE0: BNO * AT EACH SUPPORT. SEE NOTES 10 FIND 11 ABOVE. NO trusses: 1 Special Loading. Refer, to Loading Diagram Maximum oeflection Drcurreo at f7pLL010 Joint 04. 2 KeebeF6 Alquirt l FAS(EH (Ol1;EiHER 111311117 NaxiaUs Live Load Oeflectlan of .534' {9/$51, Indeu-.433, IL/630 ICP loo 110,16.5 12'0 C kalltium Total Lead Deflectio0 of .837' [13/W, Index-.452, iL/5301 BOT I" 11411.5 i2lo.c 1 RECOMMENDED CAMBER: ,45' �l. t 3�z�-�3 �f(t/v '"E8 Iau HAILS i2'O.C, j� _ G1 FASTFII AT on NIAR ALF. PANEI PDINIS. J 111 }�i-V ?J-'72- 13 /1111b (yyLl,Z 00 11OT NAIL CA 8064 ifiROUGII TRUSS PL RTES. !, - _- ---- CLARY DIVISION PLATE TYPE; O.C- SPAC(N!D LOADIN6 IPSPsTG LLBIBEA TRUSS' 37'0' HV-7 SPEC T-16 ONG. It 00 ALPINE ENGINEERED PRODUCTS Inc Y_2000 2-0-0 LI_ t1- 3D 2XG /1 OS SP Et1G. FOFC Tfak TRUSS INC - 505 1801 5. IiSM PLfM'r, BC LIMBER PROJECT: CFHTEX 374JD A OAIE: 25 Feb 1993 GRANO PRAIRIE. (71 75051 7.0 OL TC 7 12141 fi6a-3940 _PLATE-_Af1t IL__ _ LL 20i Y! 6s SP JGF' r(� - INC. FAR 5 L BG 0 �B5 t_AYDUI to: r I 750 171. 01, 10 ?114 03 SIT ACJORISS: - - hEHBER IAIISS PLA1t I14S11T111E 33.33 SCAT E. ... _- 10rAL47 FxCFPT kS NA.'f ih 101( I f 1!10 �j N Ula�/l•Jirl 1. eJF J 11`4 'Fr.l1(!LR 4JIIIH1b 1'APLIES, 41 (calf!FL1F INA IE- SAIALI.&N. 11151PJ.,t1 SilrtHLq,. CJ.1.A 4 tUt Al AE"IS], t Y-i!VE14NE n5 SS tED ID FI, C7tll.+1YlM 1 Ill J IG I )CaIES III IAI N.ALII,6 W—ER 9114 114 1 �^• '14C1f4, A:Q 1Ya tJ.IA 4".641`6' :"Ili Ir, On ,' JI ..lel E AA'.14, [44it'f 0,f 4' "1 "I ra401441 '_f TILE !r/JSS r`[lP *l,T NE,` 'S v ryiv,tP Kl.:tlar11 SIK.45 /F IL S. Art ,AI WSIlA}u E, Y ',i4� M'l.l_li N4 1 �. ��e L:f II4L -V:, * MIRE: a' ,[ vI 9w-1111.IJ.i4tdb-F'1QLi 1"i u ,. .IIS+,. Ih1�W++PI• g:4JR111L ='•N 1L bR 1_0 111 Ilii,tFtiA1A1 AI(1. " [F lifii JA 04 60 L)U= IK L AIA r+I AEI .1III. f 111' 'lr. UI1t1'1;.+ A94.t .1.JIwl '_ 4+, +P° fF It.rii Ililtb vI.1l HNI SE :ur:6E.117 IP'1 ANAR1116 Me tiiLl lc+r CAl+ICITIW S- I< i 11011µ [45144 SIIIyi111ry 0-61'r0`0 fl• 1.4 IIII CIU i'.Uu/f't F}+'l "r iMt li -Alt N71) 3.+t I.:B J'ita d.•: V.I Cly':}ti in, rJ NAf WIE Lpj IyyxE[ l Ut :L/II III I11y+Ile i.[t Cf liJ1[gr[rtW'. 14 E• 1� ' 11L 1+1 IPI SIWI 5!'L:1 Ca i r MJJrf4f:Hr u ! N a h X4.0 SEE. A: !--' LLrG 1[4a Nf',H °'i.lt. C ill ll.C,'�I+ IiT:4i 1HISSES Al rllll[51 +t 1 Z.. 0 MIS&(51:34 15 a1sco UI U W. w-:f YCi•Jk 1PYL'.I..L+ t', .-.IS! IA's f:t L+I nLS:.IA•lL fl 14: t�llA t'a FJM, M1il 67' Dy Nt1A +,; ItKi[FS Y'A;1:1 11 r`:' ° r WF A! "}Id AlA:S FWT 1N."J1`+. 91 CulEEll:,r:fA.J1r S'.4147x5 AIR Afl�w 1l Irl PYI 1'4+f I.S f'A 1.+ tl :IlLS IIIIA11 eJa '1. +J'AP1-,4 .a t:! `lUL:. iLIlFGFA •III!'. Its •'K'k7')'1(rYtSL r A,I4 Yf.&^l Ilk INuhS 6'11 u1' .'JI iN'4(71111..El: 1(' A14r AA.1. ,� Al CIErFLitl+�lk'f SIR N'i tfi Vil W 1' IYf PG'a .Jly Y7/.t ;.x15 Lf SICi+ +:d_ 1 Nrl'f lTr'i 1Yitil{] O:AIi•r o,F +IL b:r{11 X'� UHE J6}.fF Np.. IFxt el OwIl4V svl�FgiA Al U�Rl iwlr tw..4AIs Y I, .10 r- WI lJ'..+ pUA`:f T-It r `r I.RAS'.:ESIW 1S All,:._.w E 0o a1..41'rl° At. .1a F;15 1Y im LPF:UJ l I,ti xl.,!�ES :lt i.t6 SI /u1 �._V IL EALL_91[L IS [11 Vif55l i1±I 51 rL»ASFSB..t-QPJrE_el@_r�ldf U IA:016(L - - - _ _. - - - --- - Ii "� -C(I!Ii;1.E1A7I/.el A+G �4"i1fN'a-SpkCif IfG 6° Fd[W]CAIN=( - --� � I r„ -)43[11 WCiip.Itt PL6i o4i, k[W.11°1JL1:A1 2i.Sit LS Pt SFfAJ71 Ups.:.#! /tF fAEUp[CJiCA. ,� Intl; TRwI5 15 [Ly[�lsb Nil i Eprl 111E 1_ iA S SAWN". PIa47 5J CYN fnP It! FJ1EVE111[DII Cf FEYOIIAJE HUST FA-6AJC Ali{ [S Alit 146E AY SNlltiSlbll.IJl A.- rt T11E rRi K,S.fr_J,l[CgIDR i7N LLAA'1. IJ 0111 CIPAIE[I HLAiI[ifITN 401.17AFIJ1 LAMEN IaIA+ L0XIi - 12E' I r.� r 3-5-13 3-4-e 5 6 3 5-2-2 5-3-14 5-3-14 5-2-2 a-7-0 �4 flf 1 a% RUH ...--- - - - - ----- - - - - --. --- - RLtr+ _ - - -- ---- G 5-14 f2 t1'_ §2 1-5-14 Nen height 4-K-5 :Q 12 6 39tiA 3691 394# .f1A3i 316r 3s4 Ina 1060._...._ \ / b'A 17121 H J7 2f v 17A8 314 14x7 31tb 3x4 3x8 f 13 51 1S11i �y 31iti 2- 12 M 6-3-8 7-10-10 5-3-14 5-3-14 5-2-2 7-0-0 L_-,---- --- —�- - _--- 12 62 1-4-8 r-4-0 37-0-8 `—`— ------- ----------1— -- ---- — ---- --�� /A BUILDING TYPE: Enclosed Resldentle[ !13 CODE: Standard Building Code (SBCCI 1941) 2 WIND SPEED: 110 mph MEAN ROOF HIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LQCS SHOWN BELOW UPLIFT CONECTION REQUIRED. 1 # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. M trusses. f Maximun deflection occurred at bottoa )olrA 04, Haxlauln Live Load Deilectlan of ,49A' {la/161, Index-.4, (L/899) Haxilauu Total load Oeflactinn of .773' 112/161, Lnd8x-.415,, (L./574) RECOMHENDEO CAMBER: .42' `z 3 -?3 IO'LvV CLARY 0tvISIum PLAIT TYPE; O.C_ SPACING IDAOING IPSFI IC LUMBER TRU55: 3710' HY-9 SPEC T-15 [ING, If I ALPINE ENGINEERED PRDOIUCTS Inc V�60D 2-0-0 Lt TC 30 2X4 a2 Ds SP ENG. FOR: TAUE IWSS IRC - SOS Jt5'f/(, . leD1 S. GSW PNNY. SC LUMBER PRDJLCI, GENIFX 37438 A GAIE:. ?5 F1d41 1993 fa GAAM1O PRAIRIE. Ix 75051 �'0 OL TC 7 2X4 t2 Ds 'if' �rOF 12141 86p-3940 PL.ATE ARFA- INC FOR 51L rL BC 0 WEBS. LAYOUT 111; 59A 33.33 OL BC 10 2X4 83 SFJ ABORESS: aAtE: NEMBFR INUSS PI ATL Ius 111UIF lUrAl 41 Exl:141I AS MAY HE tAi11E11 1/11 �� ih I.uBLYd ahAl\ uL J lr.�r ,r"i.IF Aii +r ld+�!uE5 ..y. Ya N r'! +;t r Y yr' .lCf Ir•,•+.ar ,!t _-.. 'Y+VI .a s t tU1 i^' i1tG+Y IiFY kF'Y FU ET+rr PY.iy l4eEi' ifif 11 Crl� SFC:.Ii1, AIS ly>I VL 1Nlri 4J +p !'il'It 11f. [AJ - i1 �...r 1-t r.'1 ! r� 1.' /+ ..b! L �..1 4(1.. +,...� I.• [....r `I it F i'...', r{riN"It I., AIL. Il ur Af wstR Y IiY `.:IIY .+;Y I, tJ. A� 'I31' ,nN W,+i E'_: lil u+Y N HYI .:+. + . ...:n. . + h I u IY.. ..t s(1 5(•..�,I+ I! i t't faalr+ CP It •i It lA .w K 111 }L•z�fCJ(.Ia E -Iln f [Y SI•ii 1P/ X. Y +.p .. s ., :aY t/ F.• ♦ LI.. Ftl t„ A C ( +KH } r . Yt+.F�[�-1 FJ: i IY C1+r[Jtr ii C_ �Ii.:1.J.F^NI L�!'1GIs /lu+n1 11 Si.i• a+sa fir} /� ..r. {r '..'.S: ¢,•J ! d NY„n' .31ir '_.a. .+.. 1r 1. '.Cis rn+ !'., I•+ {„.--R. aL+a2a R. ."a.f+,r Gr :.dyl K+'V//YN.�, i„, C'FJy Y1- E. Ik.l"J! trot 'A 1 F"51 P.14K IS rS�„t l"l'J+ 'I _.. Ff r W: pi"-. ”- -+If ng!Ilrr t,, 1 Y._.i' r I fit illi,9.ra'! ft ll[ t'.,Yf E';S:. ♦ ..•. Ir;••.,'... —0, 1%1` :rF #[..F*S� 'FI -,.N+ + ! 1:_ .`a�lnp+ 4,} P•. F. •:iratt 0 J. � I. . N;a k ,nd( n. r r J'+'i', ffd n1iFx . a i ! . -l x.:r. ,+ • , • _ r.s. ..,� n v . + n:". A+ ... .... .. !!'+ hs' s.• c'LL,. ,� 1 :' i C l:t:..1� N:! J+♦+ A: L=1-", t'L 11k_ c. f y 1 );111 Ef'.aH +; ..., ,Y,i J 1 1 4 : w4 it l - . i- + lNE 'il Nll p� yi'W�nt.^y FJIC3 a � ..�i + .a,ti� + 'S1 11 f ......i�+.J•.. Ir{.+:1. { ..�7,... •1 ,.,r ir..1x,1�{ _ ..rL f/J1/ yl I( 'At m 1 i l JI! ,114 1n6 P f,L, Nf "'7+" 1 .1 1 iygf r I Lf: ill; 11911r;, 1'' 171 lF n!I. i\ r 1-(iP 11! C+A:i t.iln.! Hu1151Of, FUO t<w� uJ": Id1 411+`1L ' iA .4.a „SL ib •p 'r1 {f+i+g516IY 1 tftl 1� rl• it Ilii 115 F<bl,I'Y.1-.:d.r-J) +.fyi 1 t ~ it•liio H411,JjinpY{iA V"m V-01+11 1011111x+ 1111M i4.1_1 :K1, t! f. T-10- two. 4 0 ++- 2 9 ii 486 S-d-A 5tl {k / a 6 ♦ 7 01 i2 12 #1, 12 12 *2 Ir: 1-b-I/ --- i Mew HeIgM 5-f0-3 _. I � � 12 I -'5 1151 /190 3140 2811 I 12 3A/ / ` ', ” 2 JBF 32'1 t5 1 s 5 1Rd 3A1 4 a 4 � 1 1 1� 1,. �� 1, tJ, I4itiJ o i 2+13 ter:" �� • j'' `�" rl i� II . .gip'; f NI[,i 1Ga1 113r 6 i 1Af, Aha , 11 � 4 ` 1. 'tib ',,R. L�.•/'_- _— __----- ._ _-- --------- -_ __..__-- _. - _- �.. c ` JJ ll 616? '- I Y�I li. 7■6 3w/ 3w9 - :3 W/911 345 5wB 3AB 3x y t �•2 tyT1 1� 20 W 4- 1-4-0 1-/-0 8? 00 BUTLAIiiC, 7YPE: -Enclosed Residentlei CLUE: Standard Building Coda ISBCCT 149 1) n2 411ND SPEED: 110 MA MFAV ROOF HIGHT: 151 TRUSS LOCATION: (Se) area NET MND PRESSURE BASED aN DEAD LOADS SHOWN BELLOW UPLIFT CONECT10N REQUIRED: � # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: t Maximum deflection uccuvred aL t[Jttr,m suint ♦4 MaXlmilm L11(e LOaC D8''ect100) cl ,4D7` {jj161, 1ndeA-.33, �L.11l'-SI[ 1 MaA)mom Total toad Oui iactlun Llf .639" C40/161, 1rldeJ1-.34�,. IL/bJb1 CLARY DIYJSIOH PI Alt TYPt l6,C SPACING t.1JISITtIG {PSFI�IC iUHaFR p TRt155 31„0 HV-iiSPEC 1-14 OHG. I C4 ALPINE CM P110IYUCTS [nt: 2XA fY�, [is SP ENG fOfl 1F�11F. 1RthSS INC - SOS j 1BOt S. GSM PANY. V_,?D00 h-0-G 11 i1: 30 GRA-- PRAIRIE, TX 75051 J,0 Ill. TC 7 'RC l.uMFJ i-FUJJLCI: CEMIFX 108 A + UA IV ?5 Feb 1993 (2t41 660-3940 -PLATE ANCA: (NC. FOL S IIL- LA.. BC 0 2><4 YZ 05 SP 'J HE05 I AYIN.FT 10_ 594 OL 6C 10 2X4 03 SP AOUFL 5' SCOLIE: p 33.33 if[i (>lA IYIEM4fR MUSS PI AIE [MSiJ TUIf � T61 AL 41 E710EP7 AS }iaY BE 1401EL► F1C TRUSS SPECIFICATIONS FOR Centex 3708 A The numbers listed below are a list of truss specifications for Ilia project named above. These specifications are attached herewith and have been prepared under lite responsible charge of the Professional Engineer whose seal Is affixed on this Index sheet in accordance with Florida Statute Chapter 471 and Rules of Iiia Florida Department of Professional Regulation Chapter 211-1-23. 15416 1 of 19 Rev. 1 3 1 15416 11 of 19 Rev. 1 3/22/1993 15416 2 of 19 Rev. 1 1 15416 12 of 19 Rev. 1 3/22/1993 _ 15416 3 of 19 Rev. 1 3 1 15416 13 of 19 Rev. 1 3 22 1 15416 4 of 19 Rev. 1 3/22/1 1 r,416 14 of 19 Rev. 1 3 1993 15416 5 of 19 Rev. 1 1 1 1 15 of 19 Rev. 1 . 3/22/1993 15416 6 of 19 Rev. 1 1 15,41616 of 19 Rev. 1 3T2V1993 15416 7 of 19 Rev. 3/22,/1993 15416 17 of 19 Rev. 1 3/22/1993 15/+16 8 of 19 Rev. 1 3r411993 15416 18 of 19 Rev. 1 ZZ1993 15416 9 of 19 Rev. 1 3 1993 1 1-6 19 of 19 Rev. 1 1993 .15416 10 of 19 Rev. 1 ..,,,,3/22/1993 0 - A. 4111111ti{{)i1C14�t�`i,, A"*yNEL 4E OF IME SPECIFIED MlnllrJ4 070X5, 0? CCMNE£IDA PLATES SHALL BE Ut6t ALLED S'NAEIaiCNL,all 14; ALL 116"l 00IG NCROERS A!S%M"O 10 Wf C01iIUP9A U f KUES. Nlp 1Gx HAJ10-04 M3FSIGAf CUUMU, OR SUCH (HAI INE J0110 GaACEG 61 E1N[1. JiH` ,NUB At•Wiju 514AIHII6. 1/2' U! 01st..- S OF nIGItO KLWA169 SIPESS /AILES, ALL IALNES 05410 0, TOP CIOV SPLICES APE Not KC01"14" 10 rt:o.1 (Hill: LN.M<tL :A+bpx';itwi 0*14MOS SPKED 1a' 4 t. INA" It"pe'IAP,An..., IDA OES16t4 APE EASED 014 ift tAIES1 EDITFJU of Itf tµ= GIPECIt't A8011E A ODITCft CHIM SPLICE. :44ESS ir,,lE1,WItNx15E C%.FK#1t tVt WoCUW r, IILWAAL CESJGU'STNtANDS PJGLISHED Of ht UAMIGIUA 7s V-200 APPPO'JAt IEAIHEW, :AC 23A2, fnA}C6 2014. SACC FS1 At CDM'Ft SSiu.CIdAG Nfl4Nfti5 ASStWEO 10 EE C£I4111f.RPUS1.Obi IHS GESt61 Ctit GWS IC, FOFEST GPOdICiS ASSBCIATION IM, WCA FILE 86-/25 OAACtG Ill Ell$&N J/8' 'Mltl i PkI A4 SHEATHIUS 1:2' 11CAM fc*/f1A. PLAID Ct./44MG a," ....� THIS DESIGN IS 6ASEG 00 CLAM CGEECICM PLATES Gt t W THIS 11fJSS tu5 GEEK OESIZUED FEA IE LGAOING SH"4 ?010.1 00-104L W 9aAC1110 NEN6Ea$SPACED Al 16`O i. Witt Ili SIt1100GS FiAF IAL4US. C018ECIC41 PLATES S17LS ANE BASED LAf AJIAL FOU'FS Ott./. Olt 11115 OxAN1116. JUSTKLATItai Nt USE SHALL C01FdW 44AAP. W►ESS witG 01"CA OSE. MLI IW t4mbtil of IRE If✓A4 MAi K CIJI Ga NFp[FCtG 111 ANt IIA., COSIECTOP MATE SIZES AFf CALLED.TUI WIDTH iACWAS SLOTS, ATIH THIS GES10N l27 11101CAIES CiEANUtO LUC.Atica 171 SKCIAL ""Ile CAPE SHUutG fE IAPEU Gtnlrq SHJPPIU6 N By LEaeTH ,ALONG SLGtS) NO IDE 4111E0tATt011 GF Tet 9: THIS DISIOU IS APM.ICAELE TD S"WPIfP WA14 MP.eSSES iX fKC1ICfi OF MISSES Sft nig 91 f01 PECC4"jlDATlfx4 _„ I_r-s CA�I..o'rf IS ItgOtEft'.:±tdi fi�Tif FLATF LEIIGtn, _...,._tT£DlfZfil.SilARlfti Art Cnt ie'd.At tGu ._.. -CGIfIGURATIC41 t1C,LOAGIiIG SPECIFIED e'f ASAICtFOR -AGUM014AL PLAF1146 FLA NAICJLI116 IAUSSES IS AESPONS1914.11Y OF F#MICATOP, -THIS TPUSS IS DE5IWAEG C44.Y FOR TIAE LOADS SetO1W1_ PPOV1S10f4 FOR It1E PREVEHT1011 OF KA14IIAG MUST 6E 14ADE ATID tS Txit IME PESPONS161MY of It* IRL65 FA691CATOR OR CLAl. / -FALSE W010E4 C1101+0, IIfCP4UATI0t1 FALSE HOT 21-0-0 ON LEFT, VEPTICAL SPACIIJG-4-0-0 USE 1411+IWtA1 OF 2A4 FY.AIE FOP FASTEUIIG FALSE 801 CHCAQ YERTICALS. USE 3A4 MIN, FGA SCARP Oil FALSE$01 CHDAf.. IFOUSS BOTTOM Ci"D ABOVE FALSE 9611C44 0010 WJSI BE 6AACED WITH 104 COAT, LATEPAI OAAC1NG AT 24Na.C. NAA SPA:.1116. 3-6-a PAM 5-5-6 5-0-10 '3-ff-7 6-I-3 4S-if-7 6-d-at� � 130 1-5-14 E2 02 02 02 /2 1-5-14 74 74 PLF MOX Height 5-7-3 32-t-0 g2# f2 3160 12 + ~ 3500 6170 76311 653# 12 6 376f �+ + + t 3x4 . 1741 Isle //•J f` ` -�- '� 5'.iF 1661 211# 371! 47111 IOt# 0Lt I w I 2649- i7.515( 1 �f 3x6x6 6 3x5 {3 tiI39X 7 3x5 ® TL11 -:3 3.43 12 20 3620 PLF 10-6-0 3-6-a 5-11-7 6-1-3 5-11-7 5-0-0 liar 1-4-0 f-4-a 37-0-0 _ BUILDING TYPE: Enclosed Residential CODE: Standard Building Care (SBCCI 1988) WIND SPEED: 110 wfh MEAN ROOF MIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD�L�j S SHOWN BELOW UPLIFT CONECTION REQUIRED: Mit 1Y AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No truabaa: 1 Special Loading: Refer to Loading Diagram Maximum deflection occurred at bottom joint 04. FASTEN TOGETHER WITR 2 14WIf14Gte RGquire0 Maximum Live Load Deflection of .558' (9/161. Index-.452, UL/796) TOP IOd NAILS 12.0.C. Maxia1ls Total Load Deflection Of .874" (14/16). Index-.472. (L/508) 801 10d NAILS f8.O.C. RECOMMENDED CAMBER: .47" MEN 10d NAILS 12'0.c, FASTEN AT OR NEAR ALL PANEL POINTS. -1- ,&REV. 3-27.-9_3 VVI-JDpj�� _ Qd NOT NAIL OR DOLT 111 alut IRuSS PLATES. (1w I PLATE TYPE: Q.C. SPACING I LOADING (PSF} TF1E15S. 37'Q'^NG-5 �I-1 ONG. 0 Tc L1a ^no 2-0-0 ' LL TC 30 2X4 #2 OS SP ENL+G, FOR: TRUE TRUSS INC - SOS JA QL TC 7 8C LIMBER PROJECT. 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CG+f tttt t�,i++♦ ;, ,yz. 5Nt'++ 100`'.5 Gf W GP DP ►G(l\�+'4 ( 4 ix4 a ,rt 1wt\1 O}c ' yu; 11 U#46E01 SHALL 6E OF IH[SPECIFIF.C.U1111MJ14,WADES. 6t COISIECIUR NAVES SHALL 6E IftSfUtEO S-wCIRICALLf Oil $0: ALL 10151A1 C.iirAG HEHBEAS ASS:d*D t0 BE COlIf ItNUO'US4 f 13! 76' I#QICAIES LAflPAI bOi LIJ. SPECIES. AO/ii HAOINA4 0431SItt" CVIIEHI, OR SUCH Intl IRE,101+11 &RACED 61 Ei ltt.l Vil' .9110 PL 111300 5-4A7HIn1, 112' 144 ML1Att AliCII Aid:I"01L.9 OF /+a 1xtUSL I.--- 16 If ,16rE11 ALLEIHAME SIMSS tatuES, ALL VALUES USED a IOP C"CM SPLICES ARE NOT AECC4M:t10LD 10 Owift Ml1b I41.HA14. LO 601CItri AEw1E05 SPAC'E0 IO' a L THAI:. ftHFCAAR,410#4344 S..C'AAG AE 1"& ITA ACCFIt m"B11H FOP OESIGH APE BASED 04 1H9 LATEST 1011141 G 114 INA- 00ECiL 1 ABOW A 001ICN C.OFti SPI ICE. Na1S5 tiOlEG W,*901`.e CIAHNEf/T set 11AAC114 Aff,04.:11Ct.P:My.1CAITub. 1101100,6x51.'44 STRODANGS#*.Oto5nE0 YF Ire 1471GIAL 7$ V-2004 APPHHOJAL 1f,A..MEAS,' U6C 2342. fnA ICII 2014. SOCC fl) XL COWAESSt:nt EWK+tEutfpy Assuilt0 10 Sf CU0Jj#'tja 4t4 IMS GESI(At CUf W*L%10 C_"4tt.i IPS DESlt',SPECIFICA- FOaEST PROEAACTS ASUICIA11w USI, SOCA FILE eb-In SPACED Br COME" 5/0" 'Bsfv. PE HIVID SrEATHHtD 112' lif,"S FCa HEtAL NATE CUAFCIEG XXL 11k.SSES A4. 11 THIS OES16H IS BASED 0U CLAS'CGAIECTOP PLATES 01&1 9) THIS I/r,1SS HAS BEER CES1011E0 FCA lot JOA0t116 S1HIf4 Aril/ DAIxALI. OH baACIt4.NIERMAS SPACED At 16. a C. toAAI I/r $1 AIATAYIS FUR TPU:SES. 31 C014ECT00 PLATES SPIES APE DA90 Olt AATAt FUACES Ora#, 0TH INIS 011411116, 101STALLA11UN AC USE SHALL CafrAH +HAAt. MESS I.OiLO 01HEANISE. ti! Iq 04116ER 0 THE lAOAbS HAf BE COI CA NIODIFIEO iH AHF tote, 41 CM1ECTOR PLATE STIES ARE CALLED OUT MPDTH IAFA355 SLOISJ MI IH THIS DESI.O14 121 98lHOiCATES 6EAa104 LOCATIUt. 471 SPECPAL HAIL IHO CAPE W"A.4 W IMEH 6LNIH6 SHIPPU+G nib aleLEHey" 1ALOf>e SLGTSi AG Ire 01131M1ATiO14 Cf THE $ THIS FES1GO 1S AMICABLE TO SHOP1EA SPAH T"SES Of 9KC4ICAI OF MUSSES SEE 11104%fU%IHECC46100AII&ASIZE CALL SAY [A-It"IMCTICAA COF Il*ftAlf 1,016111- ICElfrigAL LOAG-jr,Aign colt ic�jw Iuc . -CGdFICAFICAI AIG L9AF.11-iG SPECIFIED be FA6AICRTa -AODIIIOIIAL PLAF1115 FCA IWIDLIIAi IPUSSES IS 1lEttKA15181LiTe OF FABRICATOR, -FALSE BOTTOM CtIDHs ItIFUNIATI014 FALSE 80T 21-0-0 011 LEFT. VERTICAL SPACIIIG-4-4-0, USE HPH114LN if 244 PLATE FAR FAS/EtIiIAG FALSE 661 UICFiO VEATICALS. USE 3A4 APIs. FC.A SCARF Gt FALSE 801 CHUAG. *TRUSS SaTTOH Ct"U ABOVE FALSE 801TUI GEMG KJS1 BE BRACED WITH IA4 COIR. LATERAL 6RAC1116 AT Z4'O.C. NAA Spww 3-4-8 FAM 3-7-8 4-0-0 4-3-14 4-2-2 5-9-0 5-7-4 6-1-12 AUN 1-5-14 1-5-14 Max Height 10-1-3 74 PLf 12 X16 3671 3t5# 4210# 368t "` 319 a'4♦ 273#��- /� �� 2481 i23# '� �121,1 1 0 '^ \\ i25# I7F1 03A 660 661 Ibef 17110 13.6167 t 13 9167% 1 0 `►1 708 5x6 3x 7 598 -,w 3 20 PLF 3x8 12 7-0-0 4-0-0 8-6-0 6-6-10 8-I1-5 � BUILDING TYPE: Enctosed Residentfol CODE; Standard Buitding Code (SBCCI 1988) 1-4-0 37-0-0 1-4-o WIND SPEED: 110 NO MEAN ROOF !EIGHT: 151 TRUSS LOCATION: (Se) ares MET HIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 03 aY AT EACH SUPPORT, SEE NOTES 10 AND 11 ABOVE. N0 trusses: I Maximum deflection occurred at bottom joint #3. Maximum live Load Deflection of .271' (4/16). Index-.22, (L/1638) Maximum Total Load Deflection Of .424' 47/16). Index-.229. (L/1047) PLATE TYPE: D.C. SPACING LOADING 1PSF) Tc 1,t1N8E17 TRUSS: 3710` SPEC W T-8 qNG. # )S u 2000 2-0-0 LL Tc 30 2x4 #2 N SP ENG. FOR: TRUE TRUSS INC - 5105 +1 fn qL TO: 7 SC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 ac 0 HESS 2X4 02 N 5P LAYOUT TO: q OF 2x4 #3 SP AOONESS: SCAI Ec 1) LUTES SIMLL SE OF IME SPECIFIED aiNIM.44 GRADES. S! CGAECIOR PLATES 5NALL DE 111StALLED SI44140RICALLI Gil 1(j) AI. IEUi1Jlt C1MY4D MENDERS ASS:AED 10 BE CONDA" .15L NA15L1 13f `� It10TCA1fS 1AIEaA4 W.ACIIY,KMER 11/4 N111 1 SPECIES, YO IBM NA/1MJM NOISIFE COUIEF4T. On SACH THAI INC JOltl( BRALEL 6. E1 111EM J/B' MIM! PLIMO30 5.EA7M114. 1/2' 141 1115TALA1141 Aix,E1d:T1:A1 CA IME I"& KF-A!Alll• NO 34 OF P1u1EP ALL"A.BLE SIIIESS VALUES. ALL TALLIES OSEO 8; IGP C.4W10 SPLICES APE/M)1 PECOlSiFf E0 10 OCC151 IMM: Lh.'w L CA MMACIIw/.EI.BEPS SPACED IG' a c IMA/l. IELIPGAARI BPACHP.5,00U.G ME MCAS NI ACC4:AGAr Cj Mlln FOR DESi:M A4 BASED 011 11f LATEST E0I11011 Cf T/lf NA- OIPECILI ASOVE A 901T014 CORG SPLICE. IAAESS 1101ED tI.At PKtSf CWIENI IPI SPACIIA:A11G LPE:TIJ1 P.AMICAII44. TIONAL CESIFAI STA1GAROS P.ISLISfO BV IME tWTIN1AL 74 V-2004 APPROVAL IAFIBE0.5: LBC 9344• FM TCB 2014. SBCC 1%I ALL CI:WKS51W1 C1.•.AG MEVaW145 ASSJNED TO BE CW4111rJlrJ5l n51 IMS GESIQI CGIEAW. 1:C-AiKell IPI DESI5M ICW.CCIFICA- FOREST PPODIS ASSOCIAT 1154 7"251. BOCA FILE BB-1a BRACED BI EIUIEM 3/M' :MITI.) FLINWO 51EAT14JMG. S/2' TIW1S FGA NEIAL RATE CUS&C-ILL 1NICEI I LSSCS U4D 8B1141S DESI01 IS BASED ON CLARI CEAAECTOR RATES Otte. 91 MIS IA'JSS NAS SEE11 DESIw1ED FQ4 (ME LGAOi1*SHOWS !MIR.I DRIMALL ON hAACIIIG MEMBERS SPACED At 16' D C. (AiAI IIt SIAIAIARGS FGR 1WnSES. 3) COTSECTOR PLATES SIZES ARE BASED 014 A/IAL FORCES 014.1. JI MIS OPANII16. IIISIALLATIGAI NG USE SHALL CCAIFORM "NA/1. VAESS IIOTLO OTMERNISE 161 Ip NEI.BER 4.i it* IP.ASS NA' BE CUT EA MWIF1E0 IN III*MAt. 41 CDISECIOR PLATE SIZES ARE CALLED OJT BIOTN IACAGSS SLOTS) WITH INIS MES1014 12) as 1101LATES GEAM/Il:t LOCAIIUI 171 SPECIAL NAI1(1L1/10 CAAC 519AA0 bE IAPEN OURI14 SNIPPM3 A1D Br LEt19fN IALONG SLOTS) N4G Ted OPIft4TAT14A1 Gf ftf 9: IMS 9E5I6I4 IS APPLICABLE TO SNORTER SPAII TIUSSES OF EfECIIW/OF IWJSSES SEL 11I8-91 FW PECGBEf4DATl D14 I3t,11 -- -CCAIFfGL1RArfC,l1 AID LOAO1tIG SPECIFIED Be ABRICATOR -AODITIOliAL PLAT1115 FOR I/AICAIIiG TRUSSES IS PESPT8ISIBILI�FICM-.-A(ITICIPATED BORIZGNTAL 14OVEW(if U11DER TOTAL LOAD - .286 • l-5-1] RUN 2-9-11 4-6-9 4-3-1 4-4-13 5-9-0 5-7-4 6-1-12 RUN 1-5-14 1-5-14 Max "Night 10-1-3 74 PLF 12 1-_46 Sxs 3761 3201 420E 3261 A 4241 �t4 8 \ \ 12 222. 272� / `� Fi 6 V lt� 1184 �_ / 2f7• 43 In 59I 1288 1328 1510 1738 $60 INV 1, 2x3 \•\ \ ��• \ • f713B 171 1. (3.6161 � 13.51 49% • Ili� lo I 7x9 ]A4 5x6 3x4 3A7' ,1„ 20 PLF 3Aft 2 12 6-3-6 6-6-2 5-6-6 8-6-10 8-11-6 .2 .2 #2 .2 � BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1988) 1 4-0 37-0-0 f-4-o WINO SPEED: 110 wph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET {FIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. . No trUis06: 3 Maximum deflection occurred at bottom joint I3. Maximum Live Load Deflection of .366' (6/16). Index-.297, (L/1213) Maximum Total Load Deflection of .574' (9/16). Index-.31. (L/774) A 3-Z -i3 CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS; 37'0' SPEC VAULTS T-9 ORO. 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - SOS le01 S. GSW PXwY. BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 GRANO PRAIRIE. TX 75051 7.0 DL TC 7 2X4 02 DS SP LAYOUT IO: R 1214) 660-3940 PLATE RHEA INC FO1�STi- LL BC 0 wEBS YY 546 3333 OL BC 10 2X4 .3 SP ADDRESS: AIENflF'�'. - s7F. INSTITU . TE TOTAt. 47 F%f FRT.AS MAY DF HOTF(! IAB �1 It LUMNIO SMALL Be OF THE SPECIFIED MIIIIMUM 404''. 61 COIECTOR RATES SW.LL BE 111S1ALLED SINf1PIC4Lt OI 16i All lE1IS141 CIxA(1 IIENiLRS ASS',413 10 K CfAIt TIA111.11t 1 131 ;A� IWICATES LATEHAt bNACIH(•041WEA. IIV4 will SPECIES. 00 lSS MA/INUAl MOISIURE COITE141, OR SUCH THAT THE .0110 6RACEC•b, EITIER 3/B' OHIO PL1M0(j0 WIFAT111113. 1/2- 141 111514tAlICA1 wx:EPEcuill GF I,% 1M.KSIGAPIwENl, wap IS OF RIAMIP ALL:MIABIE SINESS VALUES. ALL IALtff USED 61 ICA CIIUIO SPLICES ANE"Of PECC."'"C' t0 OCCUR (Mill; L44-ALL :O BPACIIIG VENTERS SPACED IG' A I: IMA/:. IEMPGRAP. 9NACIlt.SHCG.AG bE 044 IN-iwz ICE Blin FOP OESIOI ARE BASED ON IE LATEST EDITIO14 OF THE IiA- DIPECTL t ABOVE A BDTTZM CW-*D:RICE. UIx ESS mIED G7IEPMISE. CUPKI41 IPI 8PAL'114 NL tKCIIJa P'.4RICAI104. TIORAL GESIGM STNtANDS PUBLISIfD Be IE MATIIwK 7a V-3000 w'PPO;AL I1INBERS: UBC 1342. FnA ICE 2011 SBCC Ili ALL CCMPRESSIUa CnGRG, MEI•BEHS ASS•JMED TO BE CU111artir-11 el% I-IS GESIaa CU#&"4: 70 C:ARE111 IPI OESt4a S►ECIFICA- FOREST PPAAICIS ASSGCIAFIOM. 7261. SOCA FILE 86-126 BRACEG BI TITTER 3/e- MI11.1 Fa IM000 SIEATHUx; 1/2' IIC46 FGA ICTAL PLATE CUUECIEG 0"1RlSSES w0 21 THIS DESIEYI IS BASED Olt CLAW CUSECTOR PLAITS 0411. BI THIS IIPJSS HAS BEEM GESIOI.EO F(il ITE LOADIIIS SHOW14 :Mill I ONtx4L Ilk BRACIIIG MEMBERS SPACED AT 16' P C. DUALIII SIAIGARGS FLA TWhSES. 3) COVECTOR PLATES SIZES ARE BASED O/A/IA►FORCES O11. 0/ IN1S DPAMIIAi. INSi4.LA/1(14 MAD USE SHALT LCIIF0IM +�MA7/l. U4ESS t471D 9t1E(.MISE. 161 100 N;NAa OF THE IMUS5 MAI BE CUT GOD MODIFIED IN MFI MAI. 4) COSECTCA PLATE SIZES ARE CALLED MIT Mir-IlliACR&SS SLOISi WITH THIS DES1311 12) DL7 11111CATES 6EAR1113 LOCAllG11. 171 SPECIAL IWAX1110 CARE S11011D ME IAMEN 011RIN9 SHIPPINQ Moo BV LE"ST" IALOx:SLGTSj w45 IRE 003914TATIOII GF TnE 91 Tn IS DESI(Al IS APPLICABLE 10 SnOPTEP SPAM TPUSSES Of EPECIIGN Of TRUSSES SEE 0I0-91 FOR PECT.'"Al10AS -CGIFIGURATIGII NO LOADING SPECIFIED Be FABRICATOR -AODIFIGIAL PLAFIIIG FOR IIAIAGLIIW TRUSSES 15 PESPOIISIBILIT/ OF FABRICATOR. -THIS TPUSS 15 OESIGIIED TALLY FOR THE LOADS $110181. PRO1151011 FOR THE PREVEtir IDH OF P AaDtixi MUST BE 14AOE MID 15 RIOT THE RESPGIISIBILIIY GF THE TRUSS FABPICAIGR OR CIARI. -AtITICIPAIED t"IZC11FAL 14OVEMENF L41MA TOTAL LOAD - .264- 3-3-13 RUN 2-9-11 6-4-4 6-4-4 8-6-3 5-4-11 8-11-3 RUN 1-8-14 02 02 02 412 02 02 1-5-14 was "eight 9-10-3 74 PLf 12 vs 27297E S'�s SxS 470• \� 4100 3390 4080 12 :0.1 2220 2090 125E fen 74/40 I6BF 821 590 2a3 17120 �� 17110 13.5167 13.5149X f f I 7x8 3x4 3x4 3x4 5x6 30 3A1i 2 20 PLF 72 �- 1-0-0 8-3-8 6-4-4 6-4-4 8-4-8 8-7-8 02 02 02 02 02 /� BUILDING TYPE: Enclosed Residential 1-4-0 1-4-0 G� CODE: Standard Buitding Code (S8CC1 1988) 37-0-o WIND SPEED: 110 mph MEAN ROOF NIGHT: 156 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD GADS SHOWN BELOW UPLIFT CONECTION REWIRED: J aY AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .347' I6/16). Index-.281. IL/12801 Maximum Total Load Deflection of .544' (9/16)• Index-.294. (L/816) REY3-22-93 w'T n D M wj Q U-- CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37'0' HV-19 SPEC T-10~ ONG. 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 92 05 SP ENG. FOR: TRUE TRUSS INC - SDS 1'54'/(0 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3708 A 0 DATE: 25 Feb 1993 GRAND PRAIRIE, Tx 75051 _7.0 _ _ TC 7 2X4 I2 05 SP 16 OF/A Rlj 1214) 660-3940 PLATE AnEA: Tt4C.FOii�TL I.L. BC 0 WEBS LAYOUT ID: / ILTVY 582 33.33 OL 8C 10 2X4 03 SP ADDRESS: SCALE: MF MHFR TH11S5 PI AIF INST i fi1TE TOTAL A-7 M" lip "'•.n r' 1/8 - A L— S) LUMBER SMALL 9E OF THE SPECIFIED N11111FJN WADES, 6) CWECIOR RATES SHALL 9E 3115FALLEO SIN41MICALLI Oil 10) ALL IFII5011 GA]ITi NFI19ERS ASS•."& 10 BE CU/IIIal&.AA 1 13! / /IMII CAIES LAFEaN IWc_IIIG NFMEw Ilan%III.) SPECIES. MO SOON MAal Y,1N MOI SIF4 C0111ENi, DR TJCH THAI THE J31111 BFACEL 61 tlot rtw J/B" 1MI10 RINOJO SIEATHIILT, 1/2' 141 11WAL1MICA.N4 LH1011.(:F Im Iwn$_ PEAIMIfIII, N6 19 OF RIGWP ALLOMABLE 6IPESS VALUES, ALL AALUEL USE11 BI ILP C1rA16 SPLICES NSE LIOT PECWf110EG 10 GCCUp M111• LP.MALL DP DHA•.11Ni HkHBEHS WaCED fG' 0 c. 1NArl. ItNPfPM.BMa[I11S Sr1CAA.L ME UUHE III ACL'CFIWIICE ll]. IW OES/GM AK BASED 01 TIE[ATE51 EOIfTDH OF ft.[IIA- GI/ECTLV ABOVE A BOITCAI CHOPO SPLICE. UIESS 1101E0 GIItPMISE CIMYEHi IPI 9P.C11O NL LNEC11J1 P. ICATEGIC T TONAL GESIGH STAIGAMS PUBLISHED 111 THE HAIIUTAL 71 V-2"0 APPRO/AL MJINIEPS. UBC 9342. F11A 7CB 2014. SBCC 11) ALL CO&*WSSIFAI C1JiPG I*HMEHS ASSUFIEG TO PE CCAITIIFAUSL 1751 InIS LESIFMI C011FOD06 IG C'JMKI11 IPJ DESIy1 SPECIFICA- FOREST PRIGICIS ASS.CIAf101. 7251. BOCA FILE 96-125 BRACED OI EIIIER 3/8' 'NIU.! PLIM..CG sfA1N1116. 1/2' IIG1S FW Ht1AL RATE CUA""MUCV I"SES A` i) TNIS TTESIEFI 15 BASED OIL CLAW CGEECIOR PLATES 1%lV N THIS IWJSS MAS TOM$C4SIdfD FOR THE LGA01116 SHOM1 IN111.) DA(WAL1 UN BRACIIG ui el R5 SPACEO At 16' O.C. OUAt 111 SI to GARLS FJ1 IA"SE S. Sit C014MCIOR PLATES SIZES ARE NASEG(1/AFIAL FORCES OLS. OI THIS GRAWTIai. 114STALLAVICAA NG USE STALL COIFORH (MAXI, UIESS WILD OCIERMI5E. 161 110 MENDER OF /HE WJSS NAI BE Cul GIF UWIFIEo IM MN1 11111. 41 CO)BECTOR PLATE SIZES ARE CALLED QUO WIO)H IACSGSS SLOTS) WITH THIS OESIOE 121 98IrADICA1ES 6EN11113 LOcAIICA/ 171 `'SPECIAL HA!"Nq CARE 5110A0 6E IANEN G1R1119 SMIPP1119 M E11 oV L9TM IALOFIG SL(ITSI MO IME ORIENTATION OF THE 9) THIS 0E51G11 15 APPLICABLE 10 SHOTTEP SPA11 INUSSES OF ENECTICAI OF MOSSES SEE .19 91 fUP PECGMEI41AllOd -CWFIGURATIGI MID LOAGIIIG SPECIFIED Bf FABRICATOR -AOOITIUTAL PLATIIIG FOR IIAIIDLI,iG TRUSSES IS RESPGISIBILI1F OF FABRICATOR, -THIS TRUSS 1S EIESIGIIEG UILY FOR Irk LOAIIS SIIOFMI POWISIIYt FOR THE PREVENTIOII OF PU10116 MUST BE MATTE Alq IS IKII INE RESPOFISI6ILIIN OF THE TRUSS FAS141CATUR OR CLAP/. -MITICIPATEG HOPI2UIt AL 14OVENEIII UNDER TOTAL LOAG - .276' 3-5-13 AIM 2-9-11 5-4-4 5-4-4 5-0-0 5-0-9 4-8-11 3-3-3 RUN 1-5-14 02 02 02 02 02 02 1-5-14 Mott Haight 8-10-3 74 Kill 12 C16 3831 3711 S�S sxs 3%F 3 J6`41, \� 342• / \ / \ 8591 12 O'►y T f 2221, P► 617 .5 1181 \•. \ 1641 2* NOBS (571, it4l 1480 721 S l0 590 P . to 2x3 17120 17;10 13.6167 1 m 0 13 5149% � O I 799 3x4 5x6 3x4 3x7 9x11 2 20 PL.F 12 6-3-8 10-8-8 5-0-0 7-4-8 7-7-8 1,2 #2 02 02 4 BUILDING TYPE: Enclosed Resfdentfat 1-4-0 37-0-0 1-4-° CODE: Standard Building Code (SBCCI 198B) WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 102A 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .331' (5/16), Index-.268, (L/1341) Maximum Total Load Deflection of .519' (8/16). Index-.281. (L/8551 -zZ 93 wir1D Mw3 ^_ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LIMBER TFAISS: 37'0' MV-17 SPEC T-11 owe. 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 Ds SP ENG. FOR: TRUE TRUSS 114C - SOS15+14 18°1 S. GSM PKWY. 8C LIMBER PROJECT: CENTEX 3708 A DATE: 25 Fat; 1993 GRAND PRAIRIE. Tx 75051 7.0 DL TC 7 2X4 02 O5 SP (214) 660-3940 ATE AREA — THC. FOR` L LL BC 0 WEBS LnYOUT IO: 11 OF6 544 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE: N Y� MEMBER IR()SS PLATE INSTITUTE ICTAL. 4)' FYCFPI AS NAY DF thlTFO I/a (NA� fl 1.{616611 SH/ALL 6E OF IM SPECIFIED M11111624 6PAOES, 5} CUMECIDN PLATES SHALL ME IIISIAL/ED SR6EIRICALLf Oil IOi ML IEIISILM GW")b11MEMS ASS:MIED f2 ME CCAIIIfWI.1 Til g IIWIICAIES tA11MM ANALII..A(NBEN 1111 blit) SKCIEM. MIO 166 MAAi KAA kQI%IUFE[0111111. OR SUCH THAI THE ,101111. OARACEG b. EIift. 3/b' !"1111 M IMWO 504AI"Ily, 1/2' 14) 1111,14&ATIUA MM,t"6(llu4 U I,% IrUI1A(C1AY[111. Ala 16 OF HI31[P ALLWAML1 SIP6SS '4AL11E5. ALL AAL1XS USED G IU'CNCM SPLICES ARE NOT 6ECCA4[/1010 10 GWJP With MM-ALT :1M 6PAC114 HENBERS SPACED 16' 6 C WAA;, ILW C0AN1 MNACIMS SHL.AL 01 044 111 AC44CWKS WIfH FOR DESIGN AN BASED 01 IK LATEST ED111D1/OF TIE UA- ClftCfL"ABOVE A MO/TW C1.OR' SPLICE. :,TAE=S 1WED I.INLPNISE. CuP6E111 IYI NRAC111G AIL tKCll:H/.IWLICAIIUK, 1101AL GESIQN STAtOARDS PUBLISHED BY THE NATIONAL 74 V-2000 APPPO1AL IAMKfM' U1IC '1342. Fro TCB 2014. SBw'N CC 11) ALL CCESSIUM .C ./.G 1E14bERS ASSUMEDWmJ11 10 IE CT1frSL5l THIS GE51WNUC'./ CFo" IG 4E111 IPI DES15"SPICIFICA- FOREST PRODUCTS ASS3CIATIOII. 7251, BOLA FILE GG-126 BRACED Br EIIttEM 3/W ;MIN.1 PLrW"WAINIt1G. 1/2' I1UIS FUR AXIAL PtAIS C(44ECFCG POCO IA.55ES MO 21 THIS DESIGN IS BASED Mt CLARY CCIIIECFOR PLATES UIY. N THIS IRJSS HAS BEEII OESIZIEO FCA THE LOADIIIG SHMM1 (NIIIA DR1W4L Oct 104ACIOG MEMBERS SPACED Al 16' B.C. WALIIA SIAICAAE:S F:R IPUSSES. 31 C IIIECTOR PLATES SINS AVE BASED 01 AAM FORCES DIA. 01 THIS ORAMIf1W. II15TALLATiU1 MID USE SHALL CUAFGAN ;MAX). U6ESS Wltf)OTHERWISE. 16) 110 IEWBER FF 1/E IAUSS MA, 1E Cul UA laWIFlED UI MFA MA,. 41 COBECIOR PLATE SIZES ARE CALLED OJI M1GTH IACAGSS SLOTS) MIT" THIS OESIbI. #21 ® 11DICAIES BEARIUS LOCATIC44 17) SPECIAL HA161L1f10 CARE SIO&D 6E TAKEN G1AINi SI/IPPIND Apia W LENSTH IALO116 SLOTSi MID THE OPIENTATICII OF THE N THIS OESIGII 1S APPLICABLE 10 SHOPTEP SPAN IOPJSSES OF ERECII41 OF IRJS5ES SEE H 11.11 FOP P&ECCOME110AI1011S -CCAIFIGURATICAI MO LOADING SPECT IEO Of FABRICATOR -ADOITIGIIAL PLATIIxi FGR HAW1.116i 1PUSSES IS IAESPCxISIBILIIY OF FABRICATOR. -THIS TRUSS IS DESIC41ED OIEY FOR THE LOADS St10W1. PROVISE01 FOP THE PREVEIIFI011 OF PO1IDI11G MIST BE WADE MIO IS 1101 THE PESP011S16ILllY OF TIIE TRUSS FABRICAIGR OR CLARY. -M111CIPAIED hDP11044TAL HEIVEME11T LOADER TOTAL t0AO .284' 3-5-13 Rt1P/ 2-8-11 4-4-4 4-4-4 4-6-0 4-6-0 6-4-8 6-7-8 RUN 1-5-14 02 02 F2 12 02 02 02 1-5-14 71 PTF Max Height 7-10-3 12 �b 328E 333E 402E `JfS 3x4 1,7/CS 3220 `. 4700 2650 \ 12 6 22 \ a c;;, •+jY 3tI 2E 2341 K on 1180 I148 N 1 1771 1:,40 127F 631 n ?x3 590 17130 ` PI 17100 13.5167 1 1 10 13.51491 f I 7x8 3x1, 5x6 M 3x7 Snit 2 20 PLF 12 6-3-6 8-8-8 8-0-0 6-4-8 6-7-e 12 02 /2 I2 1-4-0 1-4-0 ^ BUILDING TYPE: Enclosed Residential 37-0-0 LU CODE: Standard Building Code (SBCCI 1988) HIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET HIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: O� 1,Y AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: I Maximum deflection occurred at bottom )oint 03. MaxiNUM Live Load Deflection of .347' (6/16). Index-.281, (L/1280) Maximum Total Load Deflection of .543' (9/16). Index-.294, (L/818) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-15 SPEC T-12 ONG. 1/ ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 02 Ds SP ENG. FOR: TRITE TRUSS INC - SDS 541/10 1801 S. GSK PKNY. BC LUMBER PROJECT: CENTEX 3708 A OA FE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7.0 DL TC 7 2X4 02 Os SP ) LAYOUT 10: (2141 660-3940 7AITE—UREA THC-f'C71�1'L` LL 8C 0 WEBS 526 33.33 OL BC 10 2X4 F3 SP ADDRESS: WMFW/ T""11 nHATF INSTITUIE OT IAL. .l) cvrfni n5 Mnv SCAT E: „� I ,,cn fie (lAk. 11 LLNER SHALL K OF THE SKCIFIEO wH111EM GPAOE& 61 CGFECIOP PLATES SHALL BE IHSIALLEO St111E1RICALLf Oil Sol ALL I1:11511A1 C"J"D Htmet RS ASS:AEG 10 BE CDIITIIUO.AA r 131 �v I1N11C.Its/t1L4M bl-1.HA.14Hf11P UN R1n.1 SPECIE& MO IBB 4A/IMJM 401Si'lE COIII[III, 00 StA:M TNA? IK JOHN GA.ACEG et EIOEf• b1b' .A140 Pt f110GO bHEATNiH.i. 1/2' 141 11151ALt AfIG1 A14)EAECIe TAI CF UE t""SS. PEFwA1EU1. MG IS OF n1QHl[A ALL ASAI[ SIPESS VALUES. ALL IALO[S USED 6, ICP CHGY.SPLICES APE 1101 PECOW&HOED 10 OWNS /4111; GP.NAIL :41 eHAC11.S*MMHS SPACED 10• O A IMY S AA,. It1al'CPAP. BMACII11CAAI%PE Uf44 111 ACCG1CA110E MIIN FOIL 0961.11 AK BASED GI IK LAI[ST [0111011 OF IK IIA- GIKCILv ABOVE A MOTION C"01111) SPI ICE. .IIA.t SS IA.IEI.t•1,4Hr ISE CIAPHt111 IFI BAAl11A: YL tK01,A1►4LICA,ICAA, 11014L C[S13H STMOAMS F71aLISHEO Of IK IIATIGIAL 71 V-2000 APPROVAL IOJISKA& LMC 2342. FNA TCB 2014. SBCC 11) HL CCWiiESSIGI C11CHO Wt HlANS ASSUMED 10 PL CG1111rVJYl ASN 11115 EASIGI1 COI,G44t. 15 C'.HHt111 IPI DESIGI VECIf ICA. FOf1EST PP40MIS ASSOCIATIOt. 7251. BOCA FILE 06-126 BRACED bt EIItEH 3/0' 4111.) PLtHGDO SHEATH111G. 1/2' 111,44 FOR NATAL NATE CLASLCIE0 001 0 I"SES MO 21 THIS DESIGN IS BASED 011 CLAW CWNECTOR PLATES GLV. N THIS IPJSS HAS IKEU DESIGIEO FOR THE LOADIIIS SHDMf IMIIIJ OFfHALL UM BRAC111G PEIIBEAS SPACED AT S6' P C. WA1,11 t SItHDASx:S FIN IPU'SES. 31 CONECTGS PLATES SIZES ARE BASED 011 AXIAL FENCES 01LV. Oil THIS OPABIIO. HISTALLATIGI AIO USE SHALL C011FORM 14&/1, LNLESS II01LO(ITHERWISE. ITU 110 fE11BEP OF THE II+JSS Stat BE CUT CA HODIFIEO U/Wit RAA. a) COSECTOR PLATE SIZES APE CALLED OUT IIIGTH tACRGSS SLOTS) MIT"THIS DESIGN 12) ® IIOICATES SEARIH0 LOCATIGI. 571 SPECIAL HA1"IHO CAFE SIWPN D SE IAHEN"Ilia SHIPPIIM Alto B'I LENGTH MLONG SLOTSf NO THE OIS/LMTATION GF THE 9/ THIS DESIWI IS APPLICABLE TO SHOPIEP SPAU TRUSSES Of IAECIIWf OF IfVJSSES SEA 11Ia-91 Fop PECC4BEIfOA11o116 -CCAIFIGURATIC91 AID LOADIIIG SPECIFIED Of FABRICATOR -AODITIOIIAL PLATIIIG FDP HAtlCE11W 1WISSES IS KSPOIISIBILIT/OF FABRICATOR. -THIS TRUSS 15 OESIWIED WLY FOR THE LOADS 51*01111. PPOVISIQI FOR THE PREVENTIOII OF PCIDIIIG MUST BE MADE ND IS Wit THE IESPOIISIBILI]f OF THE TRUSS FABRICAIOP OR CLAPS. -WITICIPATED HORI2GITAL 14OVEMEIII UTADEP TOTAL LOAD - .302' 3-9-13 3-6-0 3-3-0 RUN 6-0-3 3-3-0 6-6-0 5-4-9 5-7-8 RUN 1-5-14 #2 02 #2 #2 1-5-14 74 PLF Max !Might 6-10-3 12 � Q 6 250# 3611 361E 3190 352, �f2J 3x4 3x4 SXr 3961 12 . 6 v , 3410 PL �� Ila- 17111 S 2b f1 131/ 1300 1741 1061 59, '•.� � 13.5167 1712! I�Io I 7x6 3x6 5x6 axe 3x7 0 13.514911 3,1t1 2 12 26 PLF 6-3-e 6-8-8 6-6-0 6-6-0 11-0-0 12 12 12 12 1-4-0 37-0-0 1-4-0 A BUILDING TYPE: Enclosed Residential '] CODE: Standard Building Code (SBCCI 1988) WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: I0a3 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 413. Maximum Live Load Deflection of .337' (5/16). Index-.273, (L/1318) Maximum Total Load Deflection of .528' (8/16). Index-.285, (L/8411 A rnw CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37'0' MV-13 SPEC T-13 DRG. # ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 02 OS SP ENG. FOR: TRUE TRUSS INC - SOS 64 (o 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feu, 1993 GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X1 M2 Os SP 2 OF 12141 660-3940 PLATE AREA INC"FOf�STI LL SC 0 WEBS LAYOUT BLD: 7 542 33 � BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PI AIE INSTITUTE .33 TOTAL_ 47 1/6 „ 11 LIA4ER NOLL BE OF THE 2PECif IED"1UIw1 GOtAOES. 51 CGAECTOP PLATES SHALL OR IIISTALLED SIHIEIRICALLI OI 401 ALL IE1151611 CIOURD 14E148ERS ASSUMED III BE COAT IIxIOJSLI 191 � I1NIICAIES tATEPAL BPAC11H4 HEI4BEP ISx4"111.1 SPECIES, Md ib Iasi MJM M0IS11xtE COItEIII, OR S.ICAI iHAt 111E .191 Ni. 11PACED Br EI11EH J/A' 1141111 1'L rNOOO YEA7nI1d. 1/2' TAI 1115IALlAt1U1 NW EGECII.aI Cf t1E t/.uSS. pEP11ME11f. MO IS 01 nl1 HffR ALL"AbLE SIPESS VALLIEA ALL VALUES USED M ICA CCPD SPLICES APE HOT PECOME110ED 10 GCCLA Iw1/U {At'rH1ALL uR BHM:I IHO 141 H1SEP5 SPAGtO 14' o.c IMAIt. 1EfN-04,94 MACIIM 61U.AD of IwAE 114 ACCC#CAlNX NII. FW 94,101 U BASED dl IHE LATEST 191110"OF THE IIA- 01PECTL'I ABOVE A BOTTOM CHORD SPLICE. 4LESS IC�1E0 G/11EPNISE. C.440.1 IPI MACIIM.AIL LHE:ILUI Rx"ICATICAIS. I IOIIAL CESIGN STAIMAHN PUBLISHED B'I fit HATILVIAL 71 V-2000 APPROVAL "ADERS: USC 2342. F.A TCS 2014. SBCC ill ALL C`4117 SSI GI CWDRO HE14EH4S ASS'.A1EG f0 Of C41I I/RxFJY n61 THIS DESIGN C011F44w5 TO Ctd;Ktll IPI OESIGI/5PLCIFICA- ,*MST PROEAICI5 ASSWIATIGH 7261. SOCA FILE 66-126 BPACEO 8-I El IHER 3/8' 04111.1 GLY"GDD S4EATn114G. //2' II41S FCA METAL PIATf CUNECILD U05U TAL'SSES AND 21 THIS DESIGN IS BASED ON CLAA/CC4ECTOR PLATES OILY. N THIS iPiSS HAS BEEII DESIEIED FCA THE LGAONIS SHOWI 414111.1 ORI"ALL OR SPACHIG"EMSEPS SPACED AT I6' 0 C. G1AL111 SIAIOA105 fwA IP46S(S. 51 COAECIOR PLATES STIES ARE BASED ON AAIAL FORCES OIL(. 41 THIS OPAWII6. IIISTALLATIOI M4 USE SHALL COIGAN IMAM. uLESS VOTED OTHEAMISE. 111) Ip"E14BEA OF THE IWJSS HAI Of CUT OR MODIFIED 10 Alf/MAV, 41 COAECiOR PLATE SIZES ARE CALLED OJl WIDTH IACAGSS SLOTS) WITH THIS DESIGN 12) ® 110ICATES BEARHIG LOCA11011. 171 SPECIAL HAIFA 1148 CAPE $1(140 BE TAKEN"I1O SHIPPTIIS MIA W LENGTH (ALONG SLGISi MET THE ORIENTATION OF THE at THIS DESI44/S APPLICABLE TO SnOPIEP SPAN TRUSSES OF EHEClI41 OF IWUSSES SEE"111-21 FOR PEC1:90ETAIIOHS CQ#IGIMATIC41 -WIFIGUA01011 A10 LOAD 1 F 1 ICItt -AU0I11011AL PLATING FOR HAIOLIIW TRUSSES 16 PESPUISIBILITI OF FABRICATOR. -THIS TRUSS IS OESIGIIED OI&V FOR THE LOADS St1UNII. PAOiISION FOR THE PREVEIItIdI OF P010111G MUST BE MADE MID IS IIUT THE PESPOIISIBIL114 OF THE TRUSS FAWICATGP OR CLAPC. -A1111CIPATED hOPIZC11f AL 14OVE14EIII LADER TOTAL LOAD - .301' 3-5-13 2-10-0 2-10-0 RIM( 2-9-11 4-8-8 5-e-0 5-8-0 4-4-8 4-7-8 RBI 74 P►F f-5-14 02 02 02 12 02 E2 02 1-5-14 Man Haight 5-10-3 12 a 2790 3150 4191 3140 2670 1 1 1 1 1 3x4 2780 \ f) 2 ,L 3x4 3x4 L� 4 7/T' 222E 1091 1040 1131 tf31 1461 261 111 \ \ \ In 59/ 17120 M I f i l o f 71 f! 13.5167 I 7x8 3x8 3x4 5x6 axe 3x7 1 1 13.51491 3x11 ..N 2 12 20 PLF 6-3-6 4-8-8 5-8-0 5-7-8 5-8-6 9-0-0 02 E2 12 02 12 1-4-0 1-4-0 37-0-0 A BUILDING TYPE:-Enclosed Residential CODE: Standard Building Code (SBCCI 1988) WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 10� 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .407' (7/16), Index-.33, (L/1091) Maximum Total Load Deflection of .638' (10/16), Index-.345. (L/696) �Y -22-g3 1,imp iY\ws 011w ___ _ �--► CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 3710* HV-11 SPEC T-14 ONG, ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 Os SP ENG. FOR TRUE TRUSS INC - SOS )6+14 1801 S. GSM PALMY. 8C LUMBER PROJECT: CENTER 3708 A' DATE: 25 Feb 1993 'q OF GRANA PRAIRIE. TX 75051 _ 7.0 OL TC 7 2X4 02 D5 SP (214) 660-3940 PLATE-AREA—' INC. FOR LL- LL BC 0 WEBS LAY(rilT IO: 584 33.33 OL OC 10 2X4 03 SP AOORESS: SCAT E: rALYRFq /RIALS PI ATE 1N`iTITIITF TOIAI 4-1 1.11-1— 11 1.41v 111 11, —, 1/8 /1 LUMBER SHALL BE OF THE SPECIFIED MIHIMJI GRADES. 51 CC44ECTOI PLATES SHALL BE UtSIALLEO SIM1EIPICALLf OI 101 ALL IE115P.Al C-l"D MEMBERS AS4.4E0 10 BE C:01111AlOryl 131 / IIWICAIES LAICkM YMaC11M MEtOSA IIi4 MITI I SPECIES. MID IBR MA/11EA/MOISIUTAE COIIIEINI, OR S•.1CH THAT THE J011ll GFALEC Of kill{" 3/0- IMIII! GLfMOJD'JIE001113. 1/2- 141 VISI All AfIG1 M6 EI.ECTIl11 GF It* TM-MS. PEFMMEIII. ML IS OF "lit"MLOMABLE SIPESS VALILS. ALL fALILS USED 61 TOP CnOPD SPLICES APE HOT PECCA"I"D 10 D/YLP IM/ill OPfMALI :P BNAi11IG MLMbEHS SPACED SO' O C. 40!01. IIMKPAP; DPACII14 Srlr' b ME UUE III ACCONDAIML Mlln FOP DESID4N APE BASED GN 111E LATEST ED 110"OF THE IIA- DIPECIL'I ABOVE A BOTTOM CnOR0 SPLICE. '.XCESS I101ED U1r1EPMISE CUF*WllI IPI BRAC111G AIIf I,KCI611 P-,bLlcAI141S. IIONAL DESIGN STMLAMOS PUBLISHED Bf THE RATIONAL 71 V-2000 APPROVAL 1AAIBERS UBC 2342. F.A TCB 2014. SNICC 111 ALL CO1f'HESSIGI GIGRO MElf1EAS ASS--!MED TO BE CGHIIfp35L11S1 inf%GESIGN CUIFOMIS IG C•X.NEHI IPI OESI:M SPECIfICA- FDIESi PRODUCTS ASS.iC1ATIGl. 7251. BOCA FILE 06-126 BRACED III EITIEH 3/B' fM111.i PLIN:fOD SIIEATNIIIG. 1/2' IIGIIS FOR METAL PLATE CL41'r G MOGp IAUSSES MO as THIS DESIGN IS BASED ON CLAAf COBECTOI PLATES ONLY. IM 1MIS Ia./SS HAS BEEIN OESIGILO FCA THE LEAADNIS SHOOTS :M111.1 OI/MALL DA BAACIIAG MEMBERS SPACED AT IS' 0 C. DUAL IIf Sl A10YGS F:A 1NLISSES. 91 CONECTOR PLATES SIZES AAE BASED OH AAIAL fOACES(laf. DIN THIS OPAWIIIG. INSIALLATIDAI MG USE SHALL COIFOWI IMAAI. IAAESS 1OIEO OT.EAMISE. 161 IO MEMBER OF THE MUSS MAI BE Cut DA MODIFIED IN ANY WAf, A) CONNECTOR PLATE SIZES AAE CMLEG OUT WIDTH IACNOSS SLOTS) WITH THIS DESIGN. 121 ® IIOICAIES BEAR1110 LOCATION 171 SPECIAL HMNGL1110 CAAE 516OIAD BE 1AME14 OWING SHIPPIIO AlID we LENBfR (ALONG SLOTS/ NO ITE CIBIEHTATION OF THE IN THIS OESIOM IS APPLICABLE TO SHORTER SPAN TPJSSES OF EPECIIUI OF IfIUSSES SEE "Ill-BI FOR NECOBEIOATIOIS -CCAIFIGIARATI011N LOA01116 SKCIFIED by FAMICATOP- -ADOIIIONAL PLA1111b FOR NA1101.IN16 TRUSSES IS IIE6P01NSI61Lllf OF FABRICATOR, -1111S TRUSS IS(ESIGIED 01xr FDR TIIE LOADS bNowN. PPOYISION FOR 111E PREVEIIrION OF PGbING MUST BE MADE ►111 IS (Nor THE PESPOIISI61Lllf OF THE IPDSS FABRICATOR OR CLARY. -ANTICIPATED IIMIZGITAL 14OVENEIII UNDER TOTAL LOAD - .322' HIM 5-6-3 5-2-2 5-3-14 5-3-14 5-2-2 3-7-8 RUN 74 PLF 1-5-14 e2 e2 02 1-5-14 Max Haight 4-10-3 12 Q 6 3961 3891 3948 389t 316E 1 ► 1 1 L `\12 2+61 6 p;l r 3x2 x -i/I io 3220 S} NW 123/ Z*9 list A ?12 1 1401 1321 lobe Kobe 1201 66t bm 591 17121 I I 1 :1 u 17121 7x 13,516 :. X (3 51+9% 3x4 5x7 W 3x8 3At1 -�2 12 20 KF 6-3-8 7-10-10 5-3-14 5-3-14 5-2-2 7-0-0 02 12 12 12 1-1-0 37-0-0 1-4-0 /� BUILDING TYPE: Enclosed Residential J� CODE: Stafdard Buitding Code (SBCCI 1988) HIND SPEED: 110 rapt MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LQADS SHOWN BELOW UPLIFT CONECTION REQUIRED: IOC 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. NO trusses: 1 Maxima deflection occurred at bottom joint 04. Maximum Live Load Deflection of .494' (8/16). Index-.4, (L/899) Maximum Total Load Deflection of .773' (12/16). Index-.418, (L/574) RECOMMENDED CAMBER: .420 ARF-y 3-2 Z-`i 3 Lj,n M _ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'01 NV-9 SPEC T-15 0110. a ALPINE ENGINEERED PRODUCTS Inc V_j?000 2-0-0 LL TC 30 2X4 112 Os SP ENG. FOR: TRUE TRUSS INC - SOS )4541& foot S. GSM PKWY. 7,0 7 BC LUMBER PROJECT: CENTEX 3708 A• • DATE: 25 Fab 1993 GRAND PRAIRIE. Tx 75051 o4. TC 2X4 112 D5 SP '�OF '� A' 1214) 660-3940 -PL�T�IA -- —INC-FOR—BTL LL BC 0 LAYOUT I0: NE85 OL 584 33.33 BC 10 2X4 63 SP ADDRESS: SCALE: MEMBER TRUSS Pt ATE INS]IIUIE ]OIAI. 47 cvrl Pl AS N.1Y 14 f,j1 f, 1/U L04KA SHILL SIT W Tat SAECFFTEO WO MAa SPAOEA 4f COIMtCIOP PLATES SHALL BE 1141M.LE0 Sff"MCxt4 at 101 AL 10051W 0.)40 04ENURS ASS:NrtD tO K CGt11#9001L I I'a1 SPECIES, ANO itx 11AA{1f'JN NOISIWf.C0011EN1, OR SM"THAT INC 171#11 9AACEC 61 EIHEA 2(8• .Milo LLIWUN'D S1#AT1t11W, 0!2' 14f IOWA— ES OF Hii4tll ALLO"KII SIKU YMUES. ALL fAtUfS W&O Bt TOP CHLAG SPLICES AN NOT MCCA44900E0 TO Gt: 0 Wilt WI.ALi W 6PAO(IG Ht10BEP6 SPACED 10' 9 t 11W;. IIHPWMI SO -, FOR DESIGN IPE BASSO O0 INE LATEST COITION OF lit"A- GtPECUL ABOVE.A NOIT A COQK SPttCE. UNLESS 101000 Wlwp615E tia"ll1 let NRACIM-- TIDNx."SIGN STANDARDS F-ALISt"Of Td NATIMAL 71 V-2000 AWMGYx tal6EP5; ',A1C 2342, Fto Tal 2414, SBcG III Alt CU#*kS51C4+r.44.0 00060005 ASSJNEG 10 6E CG4t 11rlurt/141 Tn15 jAbi040 Ct4#Gra45 11,='n... FOREST PPo01ICTS ASSXIAT1Qi 7210, SPCA Fit(44-124 BRACEG 61 E10EN 118' 1010.1 P.FPXO S+E'ATNIIa% 312' It"FCP METAL RAIL CU41ECIEG Mxw 1) THIS OES106 IS SASEO 21 CLAW C011900R PLATES pLY. N THIS INJSS NAS KEN O(SI&OCO FCA THE LOAOMO SHININ 1gtt,l MINALL OM 6RAC106 MEMBERS SPACED AT 16" O C. OUALI1r SIM OAR45 FGA M&SES. at COt1ECTOR PLATES Six$AN BASED at AFIAL FORCES aLc 061 THIS OPASING, IRSTALLA1101i AND USE SHALL 000001 itUA), tMMESS Witt)OTMIAOISE. 161 tO 00141001 CF 14 TPA5.NA/BE Cut CA"WIT ICO IN•.. A) CQtECTOR PLATE S126S ARE CALLED CUT 010110 iACPGSS SLOTS1 6ITH INIS OESION t21 a IIODICATES 6EAA103 tWAT1C41. 173 SPECIAL TWILL TOO CARE 9040 6E TAKER ILAIII&SHIPPtl$Agig W LENSTN tALt6W SLGTSi NG let OPIEHTAFIGH OF Tit Oi THIS GESIC44 IS APPLICABLE TO S1101IE0 SPAit tPUSSES Of EPECt4U4 OF IFUSSES SEE 0i4'St FOR 1'EwtMEtxYifplS -CCA IGUIIA irAl AIG LOADIIIG SPECIFIES)6A FAGAICAtGR -REPETITIVE uEHKA SIPES515 HOT USW -ACWITIOIAL PLAiIIIG FOR HAIR 1W TRUSSES 15 PESHKx151d1L111 OF FAMAICATGOH, -THIS TFIUSS IS DESIGNED GILL(FOR INC LOAOS Sh"i PF40V1Staj FOR THE PREV4EN11011 OF K40116 W61 6E MACE ATG iS NOT THE PESMIS1610111 CF THE T"S FA6RICATORi LIR CLAW. -14411CIPATED hORI2GtTAt 1404016111 Ulx#ER TOTAL LOAD- 157' 3-a-14 167 FM 3.3-2 6-2-2 6-3-14a-3-14 6-2-2 5-0-0 RUN 774 74 PLF 1-5-14 02 62 20x4 2x4 2x4 112 1-5-14 7-4 0 32-1-4 wx !Might 3-10-3 090 $20 12 765# 943# 6540 exit 6930 ,saa 1 1 ► 1 t 12 a C7 24s# 4x4 7AS 4x4 710 r 1 17�i F 1291 243 1 6770 316# 2210 2150 375# 471 t � 590 3f 79# �► n 33770 r I 217 594 ' Sx5 .4 340 13 51481 3,111 --r 2 12 6-3-0 6-10-10 6-3-14 6-3-14 6-2-2 5-0-0 9 20 45 35 20 PLF 710 32-11-4 1-4-0 87-0-0 1-4-0 514# MIT /( BUILDING TYPE: Enctoaed Residential W CODE: Stallard Building Code (SBCCI 1988) WIND SPEED: 110 *ph MEAN ROOF NIGHT: 15' TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: __60t6 B AT EACH SUPPORT, SEE NOTES 10 AND 11 ABOVE. No trusaw i Spacial Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint 14. 2 wars Required Maximum Live Load Deflection of .534` (9/18), Indax-.433, (Lt831) TOPFASTEN TOGETHER *0 C TDP t1d MASM.$ S2'o.c. Maximum Total Load Osfloction of .837' (13/16), Index-.452, (L1530) tot Sod MAIL$ 12'd,c. RECOMMENOEO CAMBER: ,45" NES 100 NAILS 12'O.C. �. �j-9q (� FASTEN AT OR NEAR ALL PANEL POINTS. 3 #�.- 1 lA-1tnG (�i_ IJ _00 NOT NAIL OR ISOLI iWIOUGH TRUSS PLATES. "OE: D.C. SPACING LOAOIW 10501 tC LLMBER iAms: 37'0' MW7 SPSPEG r TOM # 2-0-0 LL TC 30 2x6 01 OS SP Elxi, FOR TRUE TRUSS INC - SOS OL TC 7 SIC LUMBER PROJECT: CENTEX 3748 A- oAtE: 25 Fet) 1993 2x6 /i Os SP of t O WEBS LAYOUT TT}; nu� .n Cn •n[Y�C CC. --.— CIA' 10 '0%,05 610 a6 40 0 is+�S E b�t6ppE + if 1c ts► ,ta'}�_. c 'f'6Est�+` tµa f_,p! ,a: lot" 6wf'o► eE ta. w s fi s H► c N e pt s t`+ ca "a `t,'#r� oJ%io "t Retµ• w IAS ssYJMt6'v U 6. Y.s 7161 i"'J�Of!p f R�tCRI 'a FI f6) �MCE6�.�wt�t,;pbt w&t pts a►ap tME f 08 050600,1! cwt,a+ 6.ttEsy„ul s5tu,0S :H eEps s t i 0 0.Sfs y5 fE`+� tElt S ipl .�t e'Eyt 'gip Np,lt�`,EFkO ut pp 5 ASSES t�tw tc"fi 6 sit to VOSIOL t o i6��pf° ,Cc ffY 6pl+Ef; Wu'*As, IEbAef O%A%O t� �V 0000VE�NBE'06 f�HRitA ta`0.8E phi pE SpttrfH►!U 0 td) � t1G0Rt i 1%ol fw+a'0,1100 c t6RoyH`toff' fri _W@ c�►OE`'' iH►! M t pEt ,,gyp w t Ep ilG 6 f�C,YSE t ��yE4 of 111zi tt►p It '126f,1SDZ l!G• JOS +it0 1EM��tP�"- irE "J",Rs• itat of i"tS s 00 tW c►0 0 f tFftM.M,pt`A tE!Eptd tu't1G i N00 tHy g 6ES y Pt '0009�a tt><• E s y.£+')' 1f its�'a1. M INSi6H is 1A t tEof„yW p°t0 SEq 0" p'jy y5 EcyEM~fCPL�F's�.�"tiy ltCl41« lny5 y6@.S pt5top S1af,s!°S �t U./AM ° Mtp; 6f "e., t ;ey�E t1Es cM� ppyEHy°! y29t td vds lop 0.�,tE S5�6tsk � j6 -0 t�R laA y�a� 5 ti "S y2y1 60st r ZA6i 3 1.a y4 5A y0 r y=3i 3,4_8 i2 i 3_64 R2 061 i �R 3 6.0 if t 20y6 3'4 69t 13.61 1.0 R2 R©6 1230 �i y9 62 r 1 A bbt t 3.10'3 A �kS 20050 20 1M1� ,3.6%79x A5 � yA. -0 1� 20 StAi 6 AR 2x3 3K0 51 ed Rp 1901 l� ButiO�NG 1100- 6�tail* Cott n 4*6 j� E: gt°�e+�110 g. OODS S CNSw ` `e w 3*A 1'60 1.A-0 (j? SPE p1GNt' 1 e? area DEw # 10 ER �" 1 3.6_6 R2 4►EPN s� 11 (so SKSE 4: S� 3*4 Oro NE o x 110 R11 1-6'0 21_0-0 Sto p01ESAO WO 6a 01 � j-p l �t it l F e0 199 COLLOµ 060y..2 v A it 16151 ,/_7 505 25 �i OcOUy a t3/161. S 1µdey..2� ?1 1NC _ oR1E` 5� datlact�loa °+ .iZ�. 151161• �w5 t tP 3106 Ik %Ov %j* 0 t086 1s 00 of .2'�s" r�0 5NG F� GENtE a3 w ��: 10x1 Wa total Load 3 p Zx4 +2 Q9 55 + Np11 5F1 1G l A R2 06 No tousia* ct �o 9C_` N 2X 2K a 63 5P,t t) 4 - EI USGEP WELL SE OF 11E SPECIFIED MItHWM GAAOEA Of CONAECIOR PLAIES SMALL SE NISTALLEO S"IMSTAICALLI ONI 101 ALL IEIIS1011 Cf%)PD MLMUEAS ASS.AEO TO OE COIST 114A/:r511 13! j', 11rD1 GME-LAIEAAL bA1_IIK.KI-BEP f1AA k1w) SPECIES. YO Stili MAAIWM MOISItAE COHtEIN, OR SUCH THAT THE JOINT. BAACEG 61 EItHEA 3i6- .Mint ALIND40 SHEATNIIQ. 1/2' 141 11151ALLAII:A1 AIG Ef{C11;oI Cf INN 1".. AEAMAr4nt. Moi IS d INifirill ALLJMAaLE 11PE0/ALIEs. ALL /ALurs USED as top Cnf/MD SPLICES AME MOI PECOWEt(wo;t0 OCC# MIIM0 IA'INACL OR WAC/116 MEMBERS SPACED SO' O.C. AIA/r, ISN'CAARI WAG IMG Sr- GME MqE In ACCOROAIICE NINON FOP DEs,an AM"SCO q1 Hf LATEST EDIIIOH OF IME IG- CIRECKV ABOVE A SOTTGII CHORD SPLICE. 4EESS VOTED OIntRMISE Cu+NE1n 1P1 MPACIIIG MG t1E=t141►,INLICAIIU4. 11011AL DES10r1 STMIGANDS PUSLISED SV IE 14ATIDIAAL 7i V-2100 APPTIOVAL ISLIMPEPS: LEC 2342. FM TCS 2010. SOCC 11) ALL COMFlRES5IGr CnGAG MEMBER AS&f EO 10 6E CWsIIIrJIrr51116r In/S CESIGN CUIf014 ID L•�EAEnI I►I OESIDIM SFECIfICA- fOREST PROGICTS ASSOCIATIONS. 1261. SOCA FELE 56-126 SPACED UY EllM*a 3/6' :MMI.) PLIMG.W SHEAIHIIS. 1/2' 11(1D FCA/ETK Pl ATE CWECIEO MrCD IftAus MS 21 THIS DESIGN IS BASED UI CLAAf CC44ECTOR PLATES ONlV. N THIS I$tJSS HAS BEEII DESI41ED FDA THE LOADIIG SIGISI 41111.1 OROIALL OR SAAC1116 MEMBERS SPACED AT 16• B C. WALIII STAN WARDS c:A 141I6SES. li CONECTDA PLATES SIZES A/6 SASED ON AAIAL FOMES ON/LV. ON THIS DRAITINO. 1045TALLATIOI MID USE SHALL CgiOft DGR). LIAESS/401E0 OTMERMISE. Ili! IMO IE14Ea GF THE F"S MAI OE CUT GA SOGIf1E0 111 Met MA•. Al COISECTOA PLATE SIZES AFE CALLED MDT WIDTH IACAOSS SLOTS) With THIS OESI01 12) ® 11101CATES BEAPl11G LOCATI011. 17) SPECIAL HAN"Il10 C11E SIMOILO BE IAMEI/DUNIItl WIFPIMO M SV LENGTH TALONS SLOISi MID THE OPIUITATIOI OF THE Si InIS DESIGN IS APPLICABLE TO SnOPTER SPAIN TPUSSES OF EPECIIC/I OF 1pJS5E5 $EE 010-01 FOR IIECfAI1EIOA1lg15. -CCJIFIGURATICAO AID LOAOIIIG SPECIFI 0 BeFABAICATOR -REPETITIVE MEMBER SIAESSES NOT USED. ADDITIGIIAL PLATIN FOR MA110L111G TRUSSES IS 11ESM1SI11ILIT"f OF FAIRICATOR. -THIS TRUSS IS QE5IGIIEO GtIL"t FOR THE LOADS SStOHH, PROVISION FOP THE PREVENTI011 OF PGIIOUSG MUST BE MADE 1110 IS 1101 111E AESPOIISISILIII GF THE TRUSS FA6HI.AIGP 09 CLAPI. FILM 4-7-6 4-4-e 3-0-0 4-4-0 4-7-8 RUIN 1-5-14 !-s 14 74 PLF WB Haight 4-10-3 12 Q e 273/ 2731 + + 12 322e 322E >19600 16Of 160E B6/ It9/ 1191 661 9601 13.51 Sett 13.619611 � f Ore 3X4 axe 3x4 20 PLF 0-0-0 3-0-0 9-0-0 1-4-0 21-0-0 1-4-0 A BUILDING TYPE: Enclosed Residentlet A COBE: Standard Building Code (SBCCI 1988) WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 737 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: i Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of ,069' U/f6). Index-.098, (L/3652) Maximum Total Load Deflection of .108' (2/16), Index-.103, (L/2333) A vsfw rn"_Ir CLARY DIVISION PLATE TYPE: O.C. SPACING LOAOING IPSF) TC LUMBER TRUSS: 21*0' H-9 T-18 OPO. 1 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 /2 N SP ENG, FOR TRUE TRUSS INC - SOS s r toot S. GSM PIGMY. BC LUMBER PROJECT; CENTEX 3708 A DATE: 25 Fab 1993 GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X4 62 N SIT �OF 1214) 660-3940 i1L�'fE�TiRf1•: IML:FDK-BTL LL BC 0 WEBS LAYOUT 10: --� 244 33.33 OL BC t0 2X4 03 SP ADORESS: SCALE: MBER TRUSS PI ATE INSTITUTE IRM et n7 r� VPT A, MAY TIP nnTl n 1 3/16 A LOANER SMALL 6f OF INE SPECIFIED MiHiMM SLUMS. 61 CGIIECTOR MATES SMALL OE 114CAL4.E0 S/M4IRICALLI O11 10) Alt. 1ENS1011 C*1000 MEMIXAS ASS:A*0 10 SE C001140M)t l SPECIES. MA 19%IIAIIW M 1001S1SINE usattil, OM S"THAI 1tE.10118 SRAC£C 6*Elit<R 3/0' :M110 R11xA10 SIEAINitI3. III* 14f 1r..., IS Of HSOKM ALLJMAME SIM"VALUES, ALL fALNES QUO A. TCP CtICM SPLICES AN"Of MECCM4NNED TO OCCUR With i.P.MALL 00#+ACING NEWbEPS SPACED LO' O c. (MA+I, ILNPCPAP. FOM NE61210 ASE SASED ON WE LARSt EOSTION OF TI*HA- GIPECTL'I ASO9E A ODTTC0 CINN10 SPLICE, UNLESS 03tED GIrEPAIGE WAKI4I IPJ OPAL.... TtONAL CUTS"STAIZAROFA IOALIWO 6t 111E NATICIAI. 7i V-2400 A~VAL IUIIEMS TMC 9349. Rot TCS 9014, SOM ILI ML CGMPNESSiGt CtICNG WL14KFIS ASYMEO TO K CC0T11rJWJSL4M IhtS CESIGN Cttf GEMS It. fOHEST PMOCAICTS ASSGCIATIO14, 7261. SOCA FILE 06-t26 CMACEO Of fllt*R 3/0' 'MIN.) PLfWAQ StEATHitf.. 112' IICICS FGR METAL RATE CU#*CIL4 2t tN13 DESIGN IS 6ASEO Ott CLAMI CCFOECton MALES OIry. IN THIS IMASS HAS SEEN OESIGIIIII FOR TIE LOM1100,910101 MTM.) DNINAL ON SAAC11t6 MEMBERS SPACES AT 16'O.C. O'"llI SIAINDAMG#FIA laus E3. 31 C*#*CIOO MATE#SITES,APE SASED ON AXIAL FORCES OK#. ON TIIIS ORASINS, INSTALLATIGH AID USF 5WI.C*fCON PAAT. tAtESS 140110 OTKAOISE. IGT 110 NEWIN OF THE ITPJSS MAI SE CUT CA NDDIFSEO U.. 41 CONECTGA PLATE SITES ANE CALLED OUT OWTH tACROSS SLOTS) Ml)N THIS DESIGN 12) ® UOICATES SEARIONI LOCALICII. 17) SPECIAL MUSLIM CAPE StOAD OF IAMEM FARING 94180111%w. at LEHEM TALONS SLGI* Alf.ItE OPIEIITATION Cf tog S} TnIS DESIOH IS APPLICABLE t0 S"CPTf t SPAII IMAMS Of (KCIIGI Of MASTS SEE nti•St FOP NECF40efeAl IONS SIZE CALL an I&tit GINECTIGH OF led f=trilfibc. IQVITICAI LQgIJJGA A140 CmIllamilm. -CUIFIGURAIffif AIG LOADITIG§RCIFIEO as FMAIWOR -AGOIt10101.PLATII*FOR HAIIOLING IPJSSES IS PE5F! ISIO1LITT{F FASPICAtOk qui S-6.1 1-f1-1x 1'11-1x 6-6-1 RL>w 74 PLF Mex "fight 6-7-3 12 QO 3680 12 3780 3780 6© a 1830 03f fif 1380 1380 660 1 9600In 4W{1 �` {3,Si381 13,bi9B% i1 1+ axe 3x1 ) 3x1 3x1 20 PLf j I 7-0-6 7-0-1 7-0-0 A BUILDING TYPES EnCtoted Residential 1.4-0 1-1-0 1 CODE: Standard Buitding Coda (SOCC1 1988) 21-0-0 WIND SPEED: 114 Wh KEAN ROOF NIGHT: 151 TRUSS LOCATION: (So) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 737 S AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. NO tPUSS06: 8 Maximum deflection occurred at bottom joint i2. Maximum Lire Load Oettection Of .OBS' (1/16), Index-.099. (L/36521 MaxillA Total Load Deflection of .109' 12/16). Index-.104, (L/2312) *� TYPE: O.C. SPACING ILOAOI"G )PSF) Tc LUMOR TRUSS* 21.0' COMMON T-19 2-0-0 p • LL TC 30 2X4 M2 N SP ENG. FOR: TRUE TRUSS INC - SOS IB +�- OL TC 7 8C LER 2X4 112 N SP PROJEC1. CENTEX 3708 A OA IE: 25 FED 1893 t ArauT Ia. t^ ' QC 0 MESS ?Yd Al SP ALN1f�5S: