Loading...
Permits 1508 Linkside Dr (vault) D 000 > > ri � � � � r' cp Na3 �— � rO zTl- _. t6'=,ill .L8'=„Z/l 0 l r 8'=„0 t 70 9NION3j SOL'=„Z/t—8 pz ✓ X89'= ,�/l-8 rTi -D (0 Z O . 6533 o M3aI3 X� s 29 LA t=j 00 L14 C)C,lvl=' • Va D P m� c� O� cZ5 —„ t—a v u D N ➢ .. r� m O W M-0 D Q c 3nl�a .s� ��dM3 .£t+'—„V/t—S C) 0 O U) :+ m NOddV ,ZZ NCl � (Z-ZI) 66'91 LZ'=„t/l—£ pCD D .SZ'=„2 z � ZZ'=„,/2—Z rmq- ...� CD —n X �Zl'=„Z/t— 1 0 :9 „l n 0 zo-= ,k/t v3 z Y r ADDRESS O G F' BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING ` SLAB �Z- ( _c 5/ FRAM I NG -3 V- 9 � COVER-UP INSULATION - a FINAL BUILDING f CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT INSPECTIONS ROUGH 3 FINAL r a MECHANICAL PERMIT # 7 � 7 PLUMBING PERMIT # NOTES : r a ' �Si9-3944 t DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH d PIS I T 'I NFORMAT ION , . - LOCA'T I ON_-XFORHAT I ON ;. > Dern t Nuvwber d 15,544 Address l 15038 LINKSIDZ flRIVE` ermit' Type;:PLUMBTNO ATLANTIC 13 AC* FLORIDA 32233 tass of Work;AtTERATxON - - _- ____LE3LP TTpConstr. 1401LFRAME 131O k. w. . Lot "Pimpt, � Proposev� � 14Z FAMIICY 8ecticin t 0 Subd Rov� �, D r l b . 8u divi ican--------------------- iP� IN I t ImOr 0. Tots 1 : Cs p 00 T n" Ork WO "M `2 0, M tIO -------- APPLICATION FEES -- -- � .K 5 ;. `O'� PERMIT r� Addr , 1513 11 # E ?12TVE , ry + t yy y'� ICU I "9 ` 23,3"", NJ �L CFCA21.53 Type r 3 i NOTICE-.INt0eCTIONS MUST BE REOUESTED AT LEAST 24 HOURS.PRIOR TO INSPECTION _ i t BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC.SPACE,ANE}MUST BE 'CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER €`FA LURE TO Ct M WITH THE MECHANICS' LIE1 LAW CAN RESU .T,IN 'fir E 1214O RERTY'C3 1 R PA1�tNG TWICE FOR BUILDING IMPROV ME ISBkt),ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND IstJ �/1k # ktat'OAPPL(CABE PR11I1SIONS`OF LAW. _; E Zu YJ t BEACH BUILDING DEPARTMENT' S BY. /CITY OF l3 �J� iitLC eac-4- � Office of Building Official REQUEST FOR INSPECTION Date 11- 7 Perm" 7- Time M. Received t Jo rens Locality .--- " Owner's � Name ._.. Contractor BUILDING CONCRETE ELECTRICAL LUM MECHANICAL Framing Footing Rough Wiring Air Cond. & Re Roofing Stab Tamp PoleJ Top Out Heating Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION Tues. Wed. Thurs. Friday Inspection Made - 97_, P. Inspector Final lnspection Certificate of 0 cupancy . voa,4l Date __ Tatiftratt of Mauvancu Atlantic N=4 — 4Rlnriba 1hpartmrut of Builbiug Inspectinu This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Singly: Family Residence Bldg.Permit No. 7820 Group W frame Type Construction --s-Lf— Fire District Atlantic Beach17 E7sout ppc7 ni J UUt Owner of Building Centex Real Estate Address,? rl -nnvi Ze, Fly Binding Address 15G8 Liinkside Driy4ocality Atlantic Beach, FL 32233 1 By: DON C. FORD Building Offici I~ Date: r e POST IN A CONSPICUOUS PLACE CITY OF 4&aa& Bwc i-1" 7 P-7 2?' Office of Building Official —2,4926/" REQUEST FOR INSPECTION 7 Date Time Received c_ { PM. Job Ad ss ^— ocality Owner's Name _Cont r ct r rBUILD�ING -� CONCRETE ELECT PLUM MECHA[ ., g Footing �' oug Thing � Air ofing r' ❑-` Slab Temp Pole ❑ Top Out Neafing Insulation Ci Lintel _ Final ❑ Sewer 'Fire Place Pre Fab READY FOR INSPECTION .� A.M. Mon. Tues. Wed. Thurs. Friday Inspection Made P.M, Inspect , _ -� + inal Inspection E Certificate of Occupancy _; Date j� CITY OF 11__ 4&� B - " Office of Building Official ! REQUEST FOR INSPECTION I Date / r rmit No. Time '6 _"" A.M. 'T Received PM. Job ress Locality Owners Name Contractor BUILDING CONCRETE ELECTRICAL PJaJ tl MECHANICAL Framing _ Footing Rough Wiring Rough r, Air Cond. R Re Roofing Blab Temp Poie Tap Out Heating Insulation D Lintel Final E Sewer Fire Place E Pre Fab READY FOR INSPECTIU -- A.M. Mon. Tues. Wed, urs, Friday P.M_ y M. Inspection Made ` ! Y— M. P.M. Inspector inai Inspection U Certificate of Occupancy Date CITY OF 4&oM&' Be404-49"* Office of Building Official REQUEST FOR INSPECTION Date IV Permit No. Time Received 3 61 NPM, Job Address. Locality Owner's Name --c-ld'a Contractor :8KL�DING- CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing 11 Rough Wiring RoughAir Cond.& ❑ L Re Roofing F-1 Slab EJ, Temp Pole ' Top Out [I Heating Insulation Lintel Final F Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION Tues. Wed. Thurs. Friday Inspection Made P. r M, )5V/;FA L inspector— Final Inspection Certificate of Occupancy Date \ CITY__ OF jj�-� J 4j Be4c.4-'//��tda'i� a 72 7 J Office of Building Official _ REQUEST FOR INSPECTION . r� � ✓� Date �`/� ` �� Permit No. e:, , Time A.M. Receive//d t P.M. Job Address Locality Owner's C Name Contractor 8t11LDING- -� CONCRETE EL C� ICS LUMBI NIC Framing — Footing fougng - Rough O & 71 i` r Re Roofing — Slab — Temp Pole Top Out L Heating Insulation Lintel G Final 7 Sewer O Fire Place C Pre Fab READY FOR INSPECTION A.M. j9Gtor� Tues. Wed. �Thu' �rrssFriday PM, Inspection Made _ / P.M. Inspector Final Ins e Certificate of Occupancy Date pf�ic►al �'7 9 56 45 o �� I� wilding � (L pllicc O 114spvcT1aN IY' 71`7 j,me t _ Reoeived � � C for gING.... Cond doh ress ,�� LUM —D jAeatin9 G �✓�''�t � ��" f R1C U etre Place pWner s � Nlrin9 Top Out O pre Fab h Nam COiycl, � M. e p pole seWer p.M vCfU 1NG F ls proal %o'4 Friday—., Slab ab ah 114sp-- t Intel pQR Thurs. Re poot'kn9 C 1{EAGY Insulation ,Ned. p,M Tuss / FiriaI fns ec of r ccupan �--� �-- Mon _= perCtitleate lrspectlO'. Made pate pector OF ADDITIONS or CORRECTIONS • NOT REMOVE JOB ADDRESS DATE �s�8 /10U6es fog Dn . 171--2- 7 -� THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted liCl h d ©T E F72.,'G AF,<POW( A-11w46-j Nam <"-DtiNGC7't-4-f It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample timeto a rove the installation. After additions or corrections have been made, call/;? Building Department for an inspection. Field Inspectors are in the office from to Monday through Friday. PLUMBING ELEC BLDG B-4 PRESS HARD-USE BALL POINT PEN #-- w MAP SHOWING BOUNDARY SURVEY OF LOT __L . BLOCK — AS SHOWN ON MAP OF _ .SELyw L ZIA117 2 _ AS RECORDED IN PLAT BOOK 47 PAGES BS d OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CIrAl lEX Al"WFS OgtiJA�"&Avl NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. AbtE: ELE✓A7ldlVS.CRE°fwdWAI Thus: (14./4) Awc REFER V NATiONA[ 6E008Tie ✓ERriCAc D.Iruel Or /9 Z AlAe% lPe AOR/VE 40170,0 Rr. 04 AIF RIV.04.14) 67oRv sweep " h h h DWIFWAIG ` A /506 /5"EANE5 � K I` V L3.7' ,e I IQ �o v�a�se -. C O.NC A p R 271994 1 % PA7 ♦ +n Building and Zoning �i e • .oA,sT of 6o✓.I`R�/MFtiT �vT!, JEtr�o.v �7 Towx/Sw.I' ?Jam.✓, ,"A,,," r / :> CITY OF ATLANTIC BEACH APPLICATION FOR PL7BING PERMIT JOB LOCATION: r `J o U � �'��)'� �� l p-; ( C OWNER OF PROPERTY: - s ' PLUMBING CONTRACTOR: �CONTRACTOR'S ADDRESS: G '' J i STATE LICENSE NUMBER: ( `I-�{' %�fi �% 7 ��^ TELEPHONE: HOW MOY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE( $25.00 SIGNATURE OF OWNER: > - SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST $E IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP — (904) 247-5834. 1 CITY OF r*l *rZe Feud - &09 da 900 SEMINOLE ROAD --------- --.------ ATLANTIC BEACH,FLORMA 32233-5445 TELEPHONE(904)247-SSM FAX(904)247-5905 NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction Mater is no longer needed: Permit Number Address _ erely, Build ng Department TRANSMITTAL DOCUMENT FOR JBA DATE: The following permits have passed "rough" inspection: Permit No. Address i Rmtxbm[ i f est mmexxxxzx*ixkue*mmpdxmxo3&xbkoxV=x d*w, Please update your records accordingly. ( Tha ) ou, BUILDING CLERK CITY OF ATLANTIC BEACH /vcb • I ,, •( BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH . 1 ATLAt•{TIC dKACH, Kl.oalD/► itar<i " APPLICATION FOR MECHANICAL, PERMIT AL�IN NUMBEh� IMPORTANT Applicant to complete'oil items in sections 1, 11, 111, and IV. 10". 7110N10". 7110N1T10". 7110N0 Sheet Addr.ut- 150.8 LINKSIDE DRIVE _ QF"''' IANtNellnq tflfellN tafweJn SEMINOLE ROAD - And ATLANTIC BLVD ILDIN6 N-� LNSIDE. iub,454tlaa--_SEVA LIK _ LOT h', IDENTIFICATION To bo completed by all applicants Ia`ea►tlderetiptt el pe►In11 given lot doing the work at dncribed In the Itbcve uNa�nenl wa he+aby ag�to to Ftdoa.n ss;4 wor► ill a.11114x~' it vifll fhs ettaetpd piaas Ind specifical:ons which eu a pa,► hereof end in accordafics wish IM Cary of Jac1►onr l'e ord Aa6c•r sed s'a•ot•ds pf good practice tida.d tharain. C+ak.iiN jhireiij`oh MANDARIN HEATING AND AIRContreclo„ CACA12623 hdatrar Nst*i�f Freparty O•Ra CENTEX HOMES 3 114iiatvre of Oiesat ilgnatsln of er Ao1hN11wd Age" of Eagihaar 111:-4WERAL INKA"TION As 'Yyp10 of Ma P4#0418 U. 13 OTNZR CONSTRUCTION BEING bONi ON } TNiti SVILOING OR $ITE T YE,- W (,�A':6K1•-O D Nelvrsl 0 Cwtol Utility IF YLrS, GIVE MASER OF CONSTRUCTIOM 01 a PawIT 78LO 0 sajh (V.` N ftitku AL 9"IPMWT TO U INSTALL10 NATURE OF WORK (h*VW isempMM No of COy"isortaete OR baci of this fans) � flesidontlat or i l Commercial lfiit 0 Sow O Recest4d 1 antra) f7' now ,, New @ulldinp ❑ Existing Ak Ct`"ddle"bgi O Room Cea!►,tl 0 Buildin U X BO 1 11 0 Replacement of existing system FLEX tiyefa+Rf ilfetorial FLEA_. 1 NOW Installation(No system proylovely Int41►ad) Mestdswr►apeclty •.,.�_...__..........wf� ,:Ittrhharsffo" . Ca Extension or add-on to existing system Other -- 1 0kily Ced1Rq Iowan t;,epedfr g.p.ra. 41-.W**w 13 MWIR O 6ularor tHlf SPACE PDX OFFICE UiE ONLY Lee 6"fal am "INUM601 O� tiRlirel peaww vewe+ r •Q:`#+avers Powi Approved by Doti ',WIN►. spKly hrmit h■ .:1 O 1r r�oy..�r 1��• i ''�'LIAT ALL $QUIPMENT CON 1'TIONINO AND 1L>rIrRIGIERATION EQUIPMENT' j LrrICTsft+s iDMotlptlop U0441 Number ty "UN Wt •(� w) ' Ci0 2 i ,of �a�NSp �� folk Parrn`t No, PM /�'`ocaGty r l i pato 1 r l J t M6\ Heat`n ace Zi g ped Gor�tra�° t� ?ee Fop s P M R t P. u M P ppb pddras �\-e w ring Seger ma pAN�" P°Soiaag G ApY FpR V1�SPE�\° Crurs 6V\L vntat RE Franrn9 C wed P Pr\a%V,59 o{n o al\ 110 \15000 ng J Geritica�a 0 Sues �T t Mon' f \nsPeCOO Made tc,sPaGt�r a P q x844 iDPARTMIIFNT OF BUlto IN� tT1M 41 ATLAi TIC 8�H :Nul�Ti: *1Add r >�I.: 7.SCIA;` I�FSKSIL� DRIVE - 0 t►4SI C "ATLANTIC SEA R, FLORIDA' 32233 � ml o Work R ------- LEGAL DESCRIPTIO r Ct ...* TPe�: WOOD '10RAM ' Lot: 5 .��A� � Scot ion: i .rn d VI + : SINOLE`. "�IL�X Qwn�ehiP: R 4; 0 Cods .. 3xbdiuiia : F zril >s§d ttd VtJ.Q _ .,. �pta . P S .It ! o rxt Paddy ' :: -$42.00 k I te ; P ' y 2/11/94 { I a in new 3 ._. ....:., 'F.a)1 _ .�.. _..- ON PRSS --- j ATTR IMPACT FES nRIVR ${?`. D FLO RF Xi� R PAC' ` I A 0 00 R M'z'IwZR/'ThP $0,00 �ORMAT I, 3 R+ AP SAL' 'IMPROVE, s 4� CR ,F► , '� C HYDRAULIC SHARE �.00 ..T CROSS".1=41m, `io ... S>IC.Fi IM P C " 'Pl 40.00 „ - - � COU ST. SUR R�� ze �' c NbTICE-4p.'c NCRETE PORMSAND PQOTINQS'MUST SE INSPECTII:©S0QRE P©URtNG PERMIT VOID SIX MONTHS AFTEFI,DATE©T ISSUE �IL 1 IN 'MATERIAL,,RU"BSISH,AND OeORIS FA THIS WORK MOIST NOT BE,PLACED IN=PUSLIC SPACE,Al p MUST BE { PARDHAULED A1�/AY BY-9ITHER CflNTRACTORt3RtJVlINE ! 4 r. oMI :''LY '1lV TH'THE MEGHAN S' LIEN LAW CAN RESULT IN i THE 'RRT' ull ► NG TV1rC `CR 81�tL + M ► tI1AENT ." I iSSU D ACCt3RDING TQ APPRG-VE0 PLANS WHICH ARE PART OF THIS PI:AMI'f"AND $OBJECT TU,R9'y,0CATIQN FOR, i.ATi4�10P'AAOP LAw. .FC � E { 71*1 j ATLANTIC SE�kCH BUILDING DEPARWE•NT, 00001} 00 W00,14 19L'la 440 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION. 1� lf_4---✓&��_ z�7----- - - ------------- DON HARRIS PLUMBING INC. PLUMBING CONTRACTOR:________ ______9______________________s_____-_------ 19 4 LICENSE NUMBERS: C 19 OWNER: ------- - ----- ------ - ---------------- -9-------- BUILDING CONTRACTOR 'C _ _ _ - - --------------------------- TYPE OF BUILDING:___ _ SINKS ----------SHOWERS __LAVATORY ______- / ___WATER HEATERS __ ___BATH TUBS __ /__-DISHWASHERS ---------- URINALS ________DISPOSALS CLOSETS _____ __WASHING MACHINE FLOOR DRAINS ----------OTHER TOTAL FIXTURE COUNT _ _ ___________________________ INSTALLATION OF PLUMBING AND FIXTURES 'MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE:$,, CITY OF ATLANTIC BEACH, FLORIDA Approv"by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:—.— ... ..,.._..14 .: 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 HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. JOURNEYMA ELECT ICAL FIRM: MASTIQ EUCIRIC18N NAME.. .._ADDRES8s�✓DO G/�/CJj�l/�� RFD-80X�._... BLDG.SIZE BETWEEN: RES. APT.( 1 COMM.( ! PUBLIC,( I INDUS.( 1 NEW„D(!' OLD( 1 AEW.( I ADDITION( I TRAILER( I TEMP.( I SIGNS ( I SO..FT. SERVICES NEW*( INCREASE( I REPAIR( I r FEE CONDUCTOR SIZE AMPS COPPER LUL is•.!`.. Mlgfi OR DREASEE! AMPS PH W1250VOLT EXISTBERV $EiE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. size I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL �. RECEPTACLES CONCEALED OPEN TOTAL 0•20 AMPS. 1 31.100 AMPS. t ; SWITCHES �•i INCANDESCENT e: FLUORESCENT 6 M.V. FIXED O. 00 AMPS. ova" APPLIANCES BELL TRANSP. AIR M.P.RATING H.P.RATING 4• CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1II.P. VOLTAGE PNS Now MISCELLANEOUS ' 782 7 ' 'OL".� �+�' � ` 11y� ATLAN '1C '" {. tow 0233 , S" 0 : ss ..SI' O � a� :, : , irs' + ufivt �4493 00, 91 t ei M*alit ft ION D0 1 tt� inrosa , I UO i �► 41 PTA '' , 7777771 77, T, u LAN + Ntr ANC►FOt3tEiB Mum tNtFGR PEtl /IQID,SIXA3NTH3"AFTER DATE! IUE jw mum `i IuATERtA1R# , �T !& 2 D BRt .Ff�t}M`.�"N Wo§RK 1A l T +I ?# ,P AC D=� � 'U6 tC, PAC ,'ANt3 MUS?'B Dl.E6tFCEP UP AND;HAVL AWAY EtTH R;CtONTR,ACTt?Fi CR GINNER` 7 � THE 10 AN ING bor a AGCEORDING T6,,APPRt UED PLANS"WHICH AREI PART OF THIS PER ,-AND SUBJECT To REVOCATION FC1R Ytt t rT}C?N,OF APPLICAki P�S1, S+DF LAMi. ATLANTIC BEA? H @U�LDr DEP RT tEPiT W Y. 4 PROPERTY PESCR IPT?Oft CITY OF Vme4 - �lotcda .ot •-!C� LL_Bloak •N,••----section • i 7f60CEAN BOULEVARD ----- F.O.BUx 26 e.��� _ w S\ JAN 2 6 1994 r TELEPHO NEf1*4124`299$ 7 iubdiviaiont �-_-�L� street Nage C.. Q wilding and Zonin(I Og �\ I DESCRIPTIOfpOF WORK sr Address s_„�-----_------•_ _- -----------� 1 If in a FLOOD HAZRD 'lood Zone ___ ,__-_, -ares complete page 3. Brief Desariptione�����.��M�� �PS Class of Works / :OHIHQ INFORMATION Type of t • Const ruotLon$a :oning Proposed istricts ��Uses_ Estimated Value • :xceptions or Materialss_ ariances (Iran ted sM_N_____ _�- Solid or --------------------------------------- Filled Grounds --Roof s OWNER INFORMATION Method of Property Owners �i � P��,�< �AE' _�_ Mailing Phones -- ` Address__�?v O J© h1_�QQ to COXTRACTOR INFORMATION Contractors_u� �E _-� c � --- Phones Mailing {� __.. Address s 4 SQV T��• 4 e bJ i_ . -------- -------- -•.__----___--__---.__--�-.----- Zips------�J 2�--- (� ^� q Expiration License Nvspers-_, �' C.� =� -------------- Dates ----------- Dates-------------- I NUMST CRRTIrT THAT I RAT& RMAD AND RAMPED TNI! APPLICATION AND KNOW TNR SAMM To R[ TRV! AND CORRMCT. ALL PROVItION= OF TN! LAWS AND ORDINANCE! OOVERNINO THIS TTPR OF WORK rtLL t+[ CONPLiRD VIM VUSTNMR SPICST290 UnZIN OR NOT. TNM MARTINO OF A ►RRHIT DORS NOT PRCZUM[ TO 1 r OIVM AUTNORITV TO TIOLATM ON CANCML TNM PROVISIONS OF ANY FMDEIIAL, STATR OR LOCAL RULES. ��• RrOULATIONS. ONDINANCIM, aR LAUB IN ANT NANNRN, INCLUDINO TNM OOVERHtNO of CONSTRUCTION OR TN[ I'MrORNANCM OF CONSTRUCTION OI TNM I UNDt"TAND THAT TNM ISSUANCR OF THIS PERMIT t^+ `�}r• ',.R. CONTINOMNT UPON TNt ASOTt INFORM ONS IMO AND COIU1iCT AND THAT TNR PLANS AND SUPPORTING DATA HAM SMMN OR /MALL' Nt P�OV AN CWZ t� , `;,'i, ''if . •�� Owner Signature „-- _ - ------------Date- ys �� a •,~ _. Contractor Signature__--- ----____-- ___-_--Date }S ,,rr�� CITY O/F Office of Building Official REQUEST FOR INSPECTION Date-- Permit No. � .. }i Time A.M. Received PM Job Address Locality Owner's Name ��{���� Contractorc� BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing E, Footing Rough Wiring ❑ Rough C Air Cond. & ❑ Re Roofing Slab Temp Pole ❑ Top Out ❑ Heating Insulation - Lintel ✓✓C ---Final F- Sewer C' Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made ��� P.M. nsp�ctor� inai Inspection ❑ Certificate of Occupancy Date VxPANTIA19W. F_ DIY OfATI A 14 k «� F» I `41 1 " Qui . .._ ,... ...�w -. LOCATION, I��ORMAT I ON 'k P i it 33 'Olt Ivs, 'yp r A 1 G iANICA> A' • y� rAG:t149lumbOrt: 1970 Addr 41014,111 CRIPTIOW LQt Type WOODPALUt" F�t�p �rt Uee .Nt3IY Tswlxi +« RIt. S ` we �ubdivia�ian:. .� r �►: cit ; c .00 a '� �0 � a`k tamSIX h I h. p 049 t 47 A cr 0400110 p to k 4r 0 { 22 ii 4940 x O �Ti�lb. 1 a e { N4 rice =Al Ct3NGRTIIct1 l�NC1 i?t;?QttNt38uaT 8R� i �Tb + o1�ira EF1111TQt'R StSf MONTH$AFTEF 1?A 77 C >:,it11= 4 y� A " 1�11.13W�IG MAT AIAL,1 U0 1SH ANS 17ESR11 1`t }M THI$,W SRK I uiix 1 1 a 11�'I L18'LIC SPACE,AN17 NtUST dE '1r1.TA1EP AN ,HAILIG.AWAY Iry 1t"F# 0ON1RAb1i1 ,1R1 i SLUR T+C COMP fiH t 1EC iA MC �.� � � C�► ��Si�E.�T 1N h TM 190ITS U R its UE A0col 0-l TO AP0 4WE1 `.�� 6 WHICHARE RE PART CSF THi� F'ERMI� ANf� spall c TO, 0,00 vt LAT10N OFAP#LICA Le P 3v 5 t4f 11 F l.A1N. LA 1 C BEACH BU11.©ING DEPARTMENT ' 00 ip s CITY OF ATLANTIC HEAQ FXMIT CALCUL RTION 88EET Address � � /�6<,s/ar Date o9 Heated Square Footage A $ ��.©b Der aq ft = $ Garage/Shed 59 �s $ 0per sq ft = $ ' j Carport/Porch $ $ Der sq ft = $ Deck $_. _per aq ft = $ Patio IYU @ $ �LOD per aq ft = $ TOTAL VALUATION: ` $ Tot}1 Valuation 1st $ C G' $ .. . Remaining Value per thousand or portion thereof TOTAL BUILDING FEE $ C + 1/2 Filing Fee $ = '' (t ) Fireplaces 4 $15.00 $ ISOO r BUILDING PERMIT FEE NATER IMPACT FEE $ 1{ Dv SEWER IMPACT FEE $ aSD'00 NATER METER/TAP $_. 5,00 CAPITAL IMPROVEMENT $ sao- o SEWER TAP $ 0 (lby�) RADON (HRS) .0050 SECTION H PAVING ( ) $ 01 HYDRAULIC SHARES S CROSS CONNECTION (/W?) SURCHARGE .0050 OTHER $ GRAND TOTAL. DUE ADDITIONAL PERMITS OR FICES: Mechanical; Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank`-, ; Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: W1NrkNC1A%.PRINTINGC3"DVPAIW N N b entire of �nmmenrement 44 (PREPARE IN DUPLICATE) '-qr-q To whom it may concern: .,.i 9 The undersigned hereby informs you that improvements will be made to certain real property, and in maccordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE •S4 OF COMMENCEMENT. U v �j I 1 2 Description of property ?j 95 : C^- -n=-------- L=f� _-- C=--I�_r_° ! C ------------ IG— According_to plat_thereof _recorded_in-plat book L�� pagesg S _o SR --- --- -- --- --------- --- ---- .H of the current public records of Duval County Florida. y General description of improvements ---------------------------------------------------------------------- �4 Construction of Single Family Residence with Garage on concrete slab A ----------------------------•-------------------------•------------------------------------------------------ +J Centex Real Estate Corporation 0 Owner ---------------------------------------------------------------------------------------------------- .,q 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 0' Address _______________ OOwner's interest in site of the improvement ___Fee_ Simple ------------------------------------------- c o Fee Simple Title holder (if other than owner) �o Name ------------------------------------------------- __...------------------------------------------------- Id Address x Contractor ---same_ as-owner-------------- --------..- -_ hAddress ------------------------------------------------------------------------------------------------- 0 e••.e+v (if anv) rA C C'.)I' j o 1. Ij ri JL I 1 .II r i A_ J I C i 1. OM Ol I;"N i ._ GUTIOP _ Ld.l_1d a On" .' ;� .J. �1 :i h l illt_lili 1 ' . '��� i "{ PC 1 ineal twt "PWWSO , ci r. i A_ , ,rd ,_ j Win ,, Out, r r I.. I We 1 i won _rte r.) lot ; r r I t n wt 3 i 1 i ` r 1 r I l r 04 ka an into, 1 10H .1 r i U. _. t` , r...h_x.at n, _ . . =t'u _ ) with nompara . I„i Ind. _ w w. - . _ r _, ., .a C001603LIWM O(";d W& A f'i , _...1. ':V" A - I f l, " YOWA r I t .;I _ t, _ to 0, 1 r _1 uy huji _ , d_li,,unhi_ Too ,_> >.��: _.k r � I. r v �, a,_�_I {i1u. 1- ril•�. ,. _:"f� � ._ _ il. :��" hQ a a. ho 4 1 A non _ I i to .1 ni Hu J r a. r I a I�. �, ill '':. I .. _. _ _ ,. ._ 1- ,1 .i't `11 Ika 1 he 11�Or i r;HUy 1. , �LL""K.j . 501tion ' LO . C 1,1c E _ in i L 1 w.`. i i i r L -n a`.t oUiLs _ _ d: r _ _ ._I�i_.w� ti _�_.a .,-.� I.�.L i�_nil.� r, .i1 . . .. � �.1_I I ._'1 a .. bi1.. L._. no nwow 1 r QA i fORM 60OA -03 Resident wi wh"Iwl icl 10 P�rl a; It._.,.. AOU FTAVEuT NAME Lor M �� Av. Linbn. KLK4Q , neniq �� 1110 ADDREM inoo Llnh�A6 01 : 1 Mvf 10"t C L f MA U�. h , f 1 �CZ TC 1 At Am"k 1 GOO �M[ ' 1 ! 1 � : : OWNLM �n nt V < MUTT 10 Mkl�r U TMq NO Mi c)- 1 how ww a. Lion -101 L lwl c j Cow, 1� �n� ways! 7 Porch owwrhjl'� [Snyth K . G000 rc � 1� 1 . Clew cinw, Inj . 401M b . fint . film C ! Savoy V( YAC. � 65 0 XS& L Q .Q00q: F Floor typo Ono 03U160ow U .N04 wan Ma area Mn6 insuiat.0" ; a . Lxtal lot ; 2 , Wood K , M' v ln.ajj � nw. vilu - 1 lw& Adwavil Wood 1 ; am, ( I i�U Lot .on P vniun 10� 2 00w! 1 ! Zw111nj [yPr aft, oId ' nMi . tiDn - Jnlc ( insulation K- zo 00 DUC L� ( 1 nstil. lu'...L',l(1 K UC 1 no a yst jnv( 16 Hie LIHI I Tyr, Heat Pump K .hot wdLui v am : 1w .hwo- WoUr G V 0 d i L a r 5�1 k a 1 z o v '7 F Go 1 1 i n j Fan . CV & � "� wQ , i 4 i if PO Art 6010ni, C not exceed 109 POW V n: a in lot A -nul it P01n&- b T& si 5 n wwnw- 1 Hai an> �ectii Y that U, plan� dnd n �V 1 w 0 , tha pl"n � - , 1 wp�clflsonlnn� ' mycrew MY tK14 � aj Lhis � a K U i 0 t 1 _ 1`r A lavijA - , � LK COMWI . Onca wuh k1w with LhT iur lc� nn[ 1 Koridd Ew �s/ �Odw . 1 o 1 a 0 n a t 1 U C L 1 a n i L ( Ump th" � h" ' 101no wili bo lnno �ntso Vol 2-1 n"I My w. yi tin thaL Vhi� huijd� nq i L To HC K j ............ I r" rb TL KG i AAAA At OWNER Lent,;t 1 sing!, � i ...,i;.1 i t ,w. . i I ��, t.i r x.! 4.t �. �. i ..a.i'ri a. 1 U 04 n� _. n _ i hq in, ..I°!1 :i . ..�. i t mt I i . I / I 01 h No .. ,.. .,. 1 ,. AAAA i... Lh.,,s .., r,. vi .. . -, _ ._.....,,...... _. candUln"wo 1.. _ .,, - SIWD _. ; i _ pf lion; n= wwo , 8 . ui ;ss arc 6 and kype 51HYLI VOW _)Cwu , ai 0 t_ i , � 0 AAAA, ', Lm 1 I�_ T _ �.� . I 1 I '"t:. „ ,. . � AAAA_ w i ._�.I!1 _. .;.f _ F` i t i . �i .. ,'..� � !I ,AAAA. �}i- 1 - � -. . .. .,t ., � ....4 t_ .. _.I ,., .i i l I t c 1. ,L l ., i i .. XAAA L { A, p � 1, t+ ,-_ 4..` ,.; ,,�,..;��,i..t I . '. U C 00. ,, k l..i r'i d { .. .,h .. _ i d'w ., � m. -11::_ ... -, _•J KO too 2 n .. .00 . 1 n , 0 I 0_ w i i t_. L n S U , .. .. �I 1 r { �. , 1, ... (' ...1. .� _Y 1 I �� _ _ ' - . _ , - _... , . _AAAA i lwc mz-mul t1lune L An-Outlt p o i n 0,A, ""7 0 14< .. 75 .,. .. :, � _ .. 1., _ AAAA, Ono.w ., .. .. - -lnnww .i. : , .. ,, , LLi.JYI _1 o in mwplr _AAAA _ wUn _,._ , , 1 _ t"iC k0A _ _, I ,. .. , u ,l d _.. pp : { 1 l 1 ( 4',.' .'7 v G 1 that t I 1 1, .,- bu .. A.j t n 1 comp! i.a,-,r,, 01 E„ AAAA,4.. i OWN A G L.aH y 1 I Ii .. ACV r AAAA w- .,. AAAA AAAA , - .....•_......�..._..,�....................-.............-....,...•.�....�..... AAAA AAAA i ,. T' ! Lot ! r' , V t i 0 i J i 1 i ,. , 030 CIO 102 .0 0 I R` .. t l.: i {1.,`... .... .... ...... .. i a. V A�.... ., it I .i"h .. J J�.,- I .. , Li !._ AT i 41 RM ! , 2a T C Mid , { _ _ Q ARCA KV �Qi E s ,.. ii � ._, s {•i '�_I.� .. 3 [ s __ �....I_. ..e � II ._ .. ass r _ _ 1 1 I .. .._� ....y _ _:._ I _r. _ •,..., _ .. - 1 . �-J. 1. �.. , . _ LAI ._ �. ... , . .._ .. _ ._.. .L i; s _ ( _ _. .t ... _ , .. . , I I a I T i TOTS, ..a ..R _,I..: 1 . 7 I n d ,. r..1 yi ' i t iii fit.. ,. '�.," f... .I I 1_.,,, 'i 7 .l... _ ._ _ s —. I _ ! :. 1.,+ 1 I � Al . 100a. { � t LZ 001 "ANNA.. toy.;, y .. 1 l.,C'lio tic; _ .i Ho x S i_<.. n. :.; :,;i n:! 1. w.i. i i: .,. , ' fi , F 1011 1 1 .1 5 ; . ! DOC T LAI k � i" . L . , C � _ PC 1 LIZ ` C W f __ Ap , ... ,. ;. .ail — j .... .. .. .... .. �1 ... _ ._ P V- itud A 1 j -� m ...: Unwo, jl- i lit , FJ , , , _ _, 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 FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) ` a WATER CLOSET WATER CLOSET, TANK OPERATED (4) 1110T, VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) 1 OMBINATION SINK AND TRAY (3) / WASHING MACHINE (3) SCULLERY SINK (4) ( DISHWASHER (2) WASH SINK EACH SET OF j� FAUCETS (2) (f 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 ICE MAKER (1/2) SHOP (2) 4 SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS c� ( , @ $20.00 EACH $ JOB INFORMATION /.-D X � J ,(s ( �F De i FLOOBP4AZR DEVELOPMENT 2NFORMATXON Type of Development I ` \ � Flood Zone a. ....�.....-......_MM.... RequYred Lowest Floor Slevationt_-N��,N,.,--� 29 building is located within a flood hazard zone, a survei must be wade AFTER TNS BEAD NAN W= POURSp• certifying that the LOWEST FLOOR ELEVATION to equal to or above the base flood elevation established for that zone. No final ingestion will be made and no oertAtieate, of occupancy will be issued until the wwvey to on Yile with the Building Department. COMMENTS% Applicant Acknowledgement• Z understand that the issuance of this permit is contingent upon the above information being correct and that the plans aid suppoarting data have been or shall be provided as required. Z agree to comply with all applicable provisions of OrdAnanw Sku 23-7-11 and a other lave or ordinances affecting the proposed developmen . Date I pplioant•s Sipnatuse--- K- ----------- ---- - -------- ,1 ------------------------------r------------p------- Department ------Department Use Required Lowest Floor Elevation --- --- ----- As Quilt Lowest Floor Elevation _- -------..-__-- Survey Filed with Building Department -----_-- ------------ Building Department Representative page 3 I ! IES —1 IE 37 i -15 -17 61'a r �-o,) Ata sty T tElt{87�ty') SPEG k� , r? 13T0"}t4 t7 i 7--S 1 is T~ 1EA -4r- T-I r--1 It�c��r � agcy re r51.r,�)woa .,aw 1 sr 4T�R�= 1. Do not cut or Biter via" without written permili on x! 'd)C Ott l0�►9 HANGERS 2t ' from True Truss t Trutses wal be built in T 1 if C +'0" Na.FT iN1!- ' Z X 6-8 strict a+xo(de;xe with this co Z X 18 layout Approved Br: .............. � V 4 X 1$"� # Bete;.................... CUSTOMERt�if �' D E5 # JCB NAME 2)70$- - )70$— _pi � w.+.�got_atdOd o - �-9, RUE TRUSS 641.0166 1 8k - IMFORTAUT LUTE ON RECEPTION OF LAYOUT t TRUSSES,ALL FRAMERS ARE ADVISEOTO CALL TRUE TRUSS FOR FURr . THER INSTRUCTIONS WORE SETTING Df TRUSSES, au»r o� {oF� 08-05-1993 S I Z E .ANA L Y S I S Page 1 of 1 11:25:42 TRUS JOIST MacMILLAN (!LAST sit-S1001) !LARK B. ROSE (SOIOD) Project Name: CENTEX HOMES - PLAN 13708 A 6 B Page Title: GARAGE DOOR READER ---------- TJSixingT" v3.40 ---- Building Code NER ---------- Type of Sale Distribution ----- 1193040417 ---------- Application: Deflection Criteria (MR) Member Use............... HEADER Roof (non-snow load, LDL) LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Stress Level............... 1331 Span 1 L/240 L/180 Roof Slope(in/ft)......... 6.000 Live Load(psf)............. 30.0 Floor Decking............... N/A Dead Load(psf)............. 17.0 Repetitive Member Use....... N/A Partition Load(psf)......... 0.0 Reinforced Overhangs........ N/A SPECIAL LOADS: Live Load Stress Dead Load Width Starting Poirot to End Add/Reel 1 UNIF(plf) 360 1.331 230 111- 0.00' 51- 6.00' from Lt Repl 2 TRIAN(plf) 0/ 130 1331 0/ 80 5'- 6.0001- 0.00' from Lt Repl 3 CONC(lb) 1800 1331 1140 5'- 6.00' from Lt Add 16" TJICR'/96 JOIST 16'- 6.00' ----------------------------------------------- S I Z E A N A L Y S I S ---------------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). Allowable product values shown are in accordance with current TJM materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJM Engineering. Design assumes adequate continuous support of the joist compression flange. Web stiffeners are required at bearing 1, 2; and special load 3 Maximum Design Allowable Control Shear(lb) 5435 5435 < 5985 1101 RIGHT end Span 1 under 1331 stress TOTAL Load Moment(ft-lb) 25033 25033 < 26215 1051 MID Span 1 under 1331 stress TOTAL Load Live Defl.(in) 0.614 < 0.825 L/323 MID Span 1 under Live Load criteria Total Defl.(in) 1.004 < 1.100 L/197 MID Span 1 under Total Load criteria Span I Max. Reaction Total(lb) 4573 5435 Live(lb) 2798 3319 Assumed Brg. Length(lo) 3.00 3.00 Max. Unbraced Length(in) 46 Copyright (0 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI M is a registered trademark of Trus Joist MacMillan. TJSixiagT" is a trademark of Trus Joist MacMillan. r y 'TRUSS SPECIFICATIONS FOR These specifications are ns for the project nged 11 slonal Engineer whose seal is eclficatio a of the Rules of the Florida Department of grad under the responsible chi rrg4T1 and The num listed below grebelistrep rues sp Florida Statute Chap attached herewith and have accordance this index sheet In accordance with attixed on Regulation Chapter professlonai Reg 1 1 0 1 of 2 14 � 2 1 1 0 2 of 2 10 STAT `•.R E p.E.r 1/ LWW A OMLL O[OF THE SPKCIIIED NIw1ow 1RADER 0 CDNECTCR RATED ON"RE LDTALLSO 1r1OETNICALLV ON M TNIS MINN If APRJCASLE TO SMORTER SPM MOSES Of /O) fit' JNDICAIFG LATERAL BRACINO Ngman 104 MINI SAECII& NO MAXIMIII wDi G1URE CONTENT. OR SUCN THAT INC.ADMV7. IDENTICAL LOADIMO AND COWIDLOATION. 14) JMSIALATJON AND ERECSION OF TwE (RUS& PIMMADOT. AM IS OF MITYEP ALLONAILE ETAESS VALUES. ALL VALIRK USW 0 TOP CNCP*11PLSOM ARE IMVT PECOM104"TO OCCV /0) TM IOP CHORD ANLL SE LATEINL.LV BRACED EI1leR OV In' 1kftPWAW+OKSMS N"WLD Of 004 IN ACCOPO""VITM FOR DESIGN ARE SASCO ON TK LATEST COITION OF INC NA- DIRECTLY AOOW A SOTTON 01010 SPLICE. 1014.) SMAIMIMS 00 BRACJM0 MENWAS SPACED AT )'-0' D.C. CIGMIEMT TPI GRACJMS ANO[RECTION FLOLICATIDNO. TJONAL DESIGN STANDAROR PUMLISfEO NY THE AAIIONAL 71 M-4000 APPROVAL NAKA01 LOC 231AIt Fla TO 2011 GOC $W.I. Ss) TNIS DESION cONF01MaS TD CLA"T TPI DE;ITAI SPECIFICS. PORES?PVAX=Ti ASSOCIATION. 7201. OOCA FILE Os-12G STI THE 0011010 CTIDJO IOML NE LATERM.LY SRAC£D FITTER GY TJONSS FOR METAL RATE CCMECTED MOOD NGASFS AAD 21 THIS OESJGN tE SASED ON CLARY C010E0111 RATES DILE, 0 TNJf TRW HAS KIM DESJ&ft PIP 114 LOAOINO DOW On'O11M.1 ORYOOLL 10 sJ 41W MEMBERS SPACED AT 20'+1' DUALITY STANOAPDi FOR TIMASEf. 91 CON ECTOR PLATES S12E2 ARE OASEO b1 AXIAL FORCEs ONLY. O4 TM1s JRAMIW. INSTALLATION AND UK SK"CviDi4 O.0 OMX.). 99) NO MENGER OF TIE MUSS MAV SE q)T ON MODIFIED IM ANY NAV, At C:SGIGECIOR RATE SAPS ARE SIVE4 90 DEO. AXIS OV 0 DEG, WIN INS$SIMON. 121 ® SM Milo E GEARINO LOCATION. AXIS (VER. NY NOPII I- NOW Web Length Maximum deflection occurred at bottom joint 05. -CONFIGURATION t LOADING SPECIFIED BY FABRICATOR. -Plate turned 90 deg. Maximum Live load Deflection of .19'. Index•.335. (L/1072) -PLATE TOOTH VALUE REDUCED.BY 15%. P-Typical Panel Maximum Total Load Deflection Of .261'. Index--,307. (L/781) -HORIZ. STRONGBACKS PER PCT-80 SECTION 600 REO. Total quantity of trusses • 1 110 L Qr M tT1 9 tx f7 V x !fl In An Ln IST In Inn In 14- Er T_ J:Sj 1n NI fi fi fi Iq to v On In ()v th A-1016 M R+1016 (3.5) 13.5) 16-11-12 P•29.5 10 PL F HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left_tO Right) OP -1275 -2950 -3850 -4033 -3489 -2209 0 L ESS -1009 1529 -1322 820 -760 371 -333 -98 137 -559 596 -1041 1087 -1629 -104 OT 0 2309 3360 4110 3926 3023 1359 CLARY A 1HEEMO 4! PLAT[ TYPE D.c. SPAcING LOADING 0w) Tc Lum"R2-4x2 82 Os SP DESCRIPTION i6'f i-3/4' GARAGE HEADER w� ALPINE ENBINEED PwoOIICTs xTTe V-2000 2_0-0 40 Mot S. GREAT SOUT1gtESi PECYY. �.D LL Tcto MC LUNeER 1-4x2 02 Ds SP END. FOR: Eng GRAND PRAIRIE. Tx =7 T, OL Tc 0 TRUE TRUSS INC. 5 E Program t214) 660-3940 LL SC 11Ems 4X2 ►3 SP MEMBER MISS PLATE INSTITUTE 568 111 33% TO PAOXCT: MASTER - OATF66 OCT 1992 SO EXCEPT AS NAY BE NOTED IT Iw1sAKN 0"L K OF INC IOECIf IED MINfNW wMarl 14 C11MEC10111 PLAT95 w"!t Mill""10110E14sc,"If a it INIs DESIGN Is OftICAKt 10 SHM1E11 VAN 1WSSEs OF 131 .00, INDICATES WMAL M4CING+EWMA IlX4 wM.) SAEC1%% AND"XINW MOtstRAE CONTENI. DR WCN TTMT NE JOINT. IDENTICAL 1,0414E AM CONFIOAATION. 141 INSTALLATION AND EMCTIDN OF 114 I"I /MW"T. AND Is OF 011411/ALLOVAGLE SIPIS&VALUES. "VALWS UESS Y TOP OAM SPLIOSS AK NOT WOM04tp TO amp 1G1 YNE TDI a""&HALL K LATEPUL1,Y MACAO Et INCA IV 1!0. I1N1VAAAPT SPACINP HALLO K 001[ IN ACODPDA4M%ITN FOR DESIGN ME PASCO ON TK LATE61 EDITION K 111E NA- SisEM1,Y ASOYE A NOTION Owe SPLICE, W1N.1 64,411sITls 011~The KMIC"tPACCO AT 31-0'G.C. CU WCNE III GNACOW AIAl EPCCTION P'IwLICAT10N&. TIONAL OESITW ETANDANDE ftklb<O IV 111E NATIONAL A V-1046 APPIIDYAL NMMIA%1 USC OUR, ►NA TCG*14. GtOC Gu11.). 101 ANIS 0014"CONFONMG 10 CINWENI III 0101W SKCIFtCA- FOACSI PNOOMIS ASSOCIATION. ML SOC►FILE 06-114 113 TNS 0011000 COM WALL IK LATEIW,AY SAACEO 11TWX SY 11"FON%SIAL PLATE WOOMLO MOO NGISMS AND 11 -MIS DESIGN is EASED GN CLARY 0044C1DR PLATE%OILY, a THIS TRUSS HAS KEN DESIGNED,FON THE L"INS 1401101 sit,WIN.) DRYWALL DR SALICINS►ERIE-$SPACSO AT 10'-0- QUALITY 5101DAMOS/011 IAL67Es. V CONNECTOR PLATES UIES ANE SASEO ON AXIAL FORCES ONLY. ON THIS MUNI. INSTALLATION AND USE WALL COKOM o.0 WAE.1. ISI 110 MERGER OF THE IRAs MAY K W1 DR NOD/►U0 IN ANY WAY. 41 CGwKtTON PLATE SUE&AAE GIVEN SG DES. AXIS W 0 ON. YITN MIS SEsted IDI ® INDICATES KAAIN1 LOCATION. AXIS (YEA. NY NOPU I. -Odd Web Length Maximum deflection occurred 6.72' from the left end of bottom panel 04. -CONFIGURATION I LOADING SPECIFIED BY FABRICATOR. -Plate turned 90 deg. Maximum Live Load Deflection of .2340, Index+,414. (L/871) -PLATE TOOTH VALUE REDUCED BY 15X, P-TyplCal Panel Maximum Total Load Deflection of .322% Index-,379, (L/633) -HORIZ. STRONGBACKS PER PCT-60 SECTION 804 AEG. Total quantity of trusses - 1 175 PLP IN 0) In X X to 4X1 I*n ut M tX to O) X x x x x x x x x x x x x to ro 1n cu In Cu to IV 1n fV 1n tv W 14` QI h to to h CD 10 I i 1c In to 1c In R-1568 In In R-1568 13.51 (3.5) 6- 1-iz TP-31 to L HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left to Right) OP -2280.-2280 -5182 -5182 -6617 -6517 -6617 -6617 -5182 -5182 -2280 -2280 EBS -1533 2653 -249 -1975 1529 -219 -1088 645 -219 -219 -218 -219 645 -1088 -219 1529 -19756 -249 2653 -1533 OT 0 3916 6083 6798 6083 3916 0 CLAAY A OIVIGIOn Of RATE TYPE: D.C. SPACING LOADING ~1 TC L~142-Ax2,i2 Ds SP DESCRIPTION III' ALPINE ENGINEER O PP4000TS Inc V-2000 2-0-0 40 16.11-3/4 GARAGE HEADER A too$ S. GREAT SOUTNNEST PKYY, 5.Q LL TC1Q eC LIJ1t6EN2-4X2 •Z Ds SP ENO. FOR E a cAi1No PRAIRIE. Tx 75053 OL Tc 0 TRUE TRUSS INC. 50UECE Program (534) 580-3940 R IRA: ' LL eC we" Axl 03 SP "CURER TRUSS PLATE INSTITUTE 1122 si 33% T0TAL55 PROJECT: MASTER - AT'D6 OCT 1992 sef1k EXCEPT AS NAY BE NOTED TRUSS SPECIFICATIONS FOR 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 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 NUMBER DATE 15416 1019 Rev.2 3/23/93 201915416 ReM.2 3/23/23 15416 3019 Rev.2 3/23/93 15416 4019 Rev 3/23/93 15416 5019 Rev 3/23/93 15416 6019 Rev.2 3/23/93 15416 f19 Re 15416 8019 Rev.2 3/23/93 15416 9019 Rev.2 3/23/93 15416 10019 Rev.2 3/23/93 15416 11019 Rev.2 3/23/93 15416 12019 Rev.2 3/23/93 15416 13019 Rev.2 3123/93 �1tg11111tIt�� " 15416 14019 Rev.2 3/23/93 ��1 't, 15416 15of19 Rev.2 3/23/93 15416 16019 Rev.2 3/23/93 15416 17019 Rev.2 3/23/93 15416 18019 Rev.2 3/23/93 �aQ 15416 19019 Rev 3/23/93 ' It LUiKa SHALL BE OF THE SPECIFILU MUII Y'JM"R."S, 5! C3411ECI(A PLATES SHALL BE IIISIALLED SINEIRICKLI dl 16: ALL IEIISIGII CIIOAG NEMEMPS ASS:IEO TO BE CGIIII1RxF.F.,II II! � IIIOICAIES LAIEPK bAACI1G MEMBER 41x4 NIH.{ SPECIES. NAD 19X MAIINJFI M7ISIUAE C:x11EH1. OR S.A:H THAI THE .101HT BRACED BI EI IIEw 31 b' :N 111! Pf 1"304 IS' 1' 1/.' 14- IIISIMLA11511 MG EFECIIUI 1 TIE IGJSS. PERIIMEHI. NL IS GF nIGrEP NIGNABLf SIf1ES5 IK UE S. ALL /K UFS USED 5: I P CrI[AG SPLICES ATE tqi NE CGN4:HDEG ID Ff_L".F INltl: GR 1MAlL GTI FAIACIIAi WEI" SP+CED f6' 4 c. TMA/I 1ENPCFAPI BOAC1145 Sr1U.AG BE UOIE Ill ACCGPGMSCE Olin FOP TIES Gil ARE BASED oil Ir£LAIESI E0111011 GF I,* IU- GIKCIL'I ABO'✓f A BOITGN CItGPG SPLICE. JIRESS mTE4 Glr£NNIEE Ctr-KIM IPI BRACHIG AIG LPE_IIUI P•JBLICA/IGIS. TIWUL GESIGII StAtGAf"PM3LISED Of I"E HAIIOIIK 71 V-2000 APPRO'✓K Ixx/ERS: UBC 2342. FnA 1CB 2014. SBCC TO ALL CGN'RESSIUI CIIC'HG NEUben ASStMEG t0 SE CUIj RrdAj•1SI.1/51 IRIS GESIGF,CDIf1AMS to CUFPfHt IN OESISN SPECIFICA- iOREST FROOlIC 15 ASS3L'IAt1U1. 7251, BDCA FILE 86-125 BRACED bl EITHER 3/0' N1N.i PLIIAAIO StEATHHG. 1✓2' 11GIIS FGA METAL PLATE CEARECIEG Ni1C11 TAL•SSES MAD 21 1NIS OESI t4 IS BASED WI CLAPI CU PLATES UEI BI THIS INJSS HAS BEEN GESI:AED FDA ITE LGAOIIG SHOOT :MIO.[ (VI HALL UN GAACIIAG IEHERS SPACED AT 16' P c. DUALIII SI AIIOAAGS Full TRUSSES. 31 CdAECTTAI PLATES S11LS APE 8ASET,WI A/IK RACES dEl. all IRIS ORANIIW. IIISIALLATIGII MG USE SMALL CUfGRM :NAx!, U4ESS TOOTED OTHERWISE. 161 Iq MEMBER GF TIE IFrJSS MAI BE CUT FN MODIFIED IH NII MAI, RI CdxEC10R KATE 512E5 ARE CKtE1).701 NIGiM :ACRGSS SL OISi MIT" THIS OESId1 IZi ® HpICA IES OE ARHq LU:.AII W. 171 SPECIAL HM[A 11q CARE SIdx.D TE IAl1Eu tAADW SNIPP t1W M B/LE1GTn 41,01111SLOTSI NO THE OPIE14TATIO11 Cf Tr£ B; In IS DESIGII IS AWLICABLE t0 SMOKER SPMI IN.ISSES d EAEClIC44 OF TRUSSES SEE n16-9f FOR ITECWYEIOAT 1 plS DIFiEC1t1:tA U' InE PLATE LEt1GT0LE . _ ► UI146L IOR011iit_AIG C[xIF IG•.1RAilUI. __- .— -CGAF IGl1H 0.TIU1 RIG LORD IIID SPECIE IED DI FABRICATOR -ADOITIUTAL PLATIIAG FOR HAI Ct1UG TRUSSES IS RESPOHSIBIL/TY OF FABRICATOP. -11415 TRUSS 15 DESIGIAEG GIALY FOR 111E LOADS SOWII. PRO'OISION FOR THE PREVEII[IUI OF PUIUIIIG MUST BE MADE Alto IS 1101 THE RESPOIISIBILIIY OF THE TRUSS FABRICATOR OR CLARI. -FALSE UUTTUI CHEIFIG IIF:.RMATIOH FALSE BOT 21-0-0 011 LEFT. VERTICAL SPACLOIG-4-0-0 USE 1611111,11.114 OF 2x4 PLATE FOR FASTE11H1G FALSE 801 CHORD VERTICALS. USE 3x4 14114. FDR SCARF 014 FALSE 001 CHORD. .'TRUSS BOTTOM CHORD ABOVE FALSE SGTTU/ CH0110 WJS1 BE BRACED WITH 1X4 MIT. LAIERAI GRRCHIG AI 14MO.C. MAX SPACIIIG. 3-6-0 RUN 5-5-6 5-0-10 5-11-7 6-1-3 5-11-7 5-0-0�RUN 130 1-5-14 02 02 12 02 02 1-5-11 74 74 PLF Max Height 5-7-3 32- -0 920 12 Q 6 3160 1212 1 3500 6170 7830 6530 6 v SX.�i 4 6 3780 L L ♦ / ? 8 � 3x4 1741 t3 / tA3 1910 PT \ I `$ ---- 5h0 1660 2110 31 470 1611 1361 71If n / 2582/ 20090 13.5)51 11 7x6 3x5 N 13 5139% QCjTt x3.43 3x8 3x5 r1 12 20 35 20 Pl.F 3-6-0 10-6-0 5-11-7 6-1-3 5-11-7 5-0-0 32-t-0 220f 1-4-040 y 37-0-0 BUILDING TYPE: Enclosed Residential l J, CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HIGHT: 15' TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOPS SHOWN BELOW UPLIFT CONECTION REQUIRED: # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Special Loading: Refer to Loading Diagram Maximum deflection occurred at bottom )oint Y4. FASTEN TOGETHER WITK 2 Members Required Maximum Live Load Deflection of .558' (9/16), Index-,452, (L/795) TOP IOd NAILS 12'O.C. Maximum Total Load Deflection of .874' (14/16), Index-.472, (L/508) BOT 100 NAILS 12'0.C. WES 12' RECOMMENDED CAMBER: .47M ®2.61!,3 n FASTENdATA ORSNEAROALL PANEL POINTS. Qi QC.I.3-72 93 WI^)D O/((,y DO NOT NAIL OR BOLT THROUGII TRUSS PLATES. CLARY DIVISION _ PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37,0' HG-5 - T-1 DWG. 0 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 02 OS SP t, ENG. FOR: TRUE TRUSS INC - SOS /S�j (p ISoI S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 .RANO PRAIRIE. TX 750517.0 DL TC 7 2X4 02 N SP OF - (214) 660-3940PLATE PLATE-AREA: C-- FOR STL INC-. - LL BC 0 WE8LAYOUT 10:5 � ( n MEMBER TRUSS PLATE INSItnnE 608 33.33 OL BC 10 2X4 Y3 SP ADDRESS: SCALE: I0IA1 47 Fwl'FP1 Ai 144V DF tkITFO 1/8 1) LUMBER SMALL BE OF THE SPECIFIED MIIII MJM GRADES. 5! CGI9EC10A PLAIES SHAH BE 110SIALLED SIWIEIRICALLI 1x1 10) ALL IE145tex1 CMPG MEWIEMS A55'.1MED 10 BE L01Il NIUU:5E 1 131 � 11101CAIE5 LATERAL tlwAC11Ns IENBEA IIIA mill.j SPECIES. AtQ 1921 MAXINJN I131SIJ.E L3111E111. OA S:ICH THAI INE J0 III BRACED b!EITIEA 3/0' .MINI PL1xUXI SHE A1M11KI 1/2' IAT 11.51 X11 aT1Gl ML EFECIIJI CF 1ME iv SS. PERNA1EI"- MO IS GF nlr+ER ALL311AbLE STRESS IALUES. ALL IALIES USED tli iC-P C,"OG SPLICES ARE 1101 PEUil1ENOEG TO GCCt1R INlll) WINALL :1P ElPACIIOi MEMBE14S SPACED 111• O G IMAX;, TEMPCPAP.BPAC116 S1HG'AG bE UTNE HI ACCGNGAtKE MIIM FDR OESL:N APE BASED W! THE LATEST EDI IIBH OF THE Ip- OIHEC IL'I ABOVE A BOITGM CHICNIG SPLICE. :AA ESS 115IED G04RMISE D.IFN1E11I IPI tlPACIiHG AIG EPECIIUI PLHBt 1CATIGAIS. I IDIIAL GESIGI!STAIIGARDS P'JBLISHEO b1 ITE ItAII010L 7, Y-2400 APPROVAL If A1BER5: _WC 2342, FMA TCB 2014 SBCC 111 All CGR'FE 551 U1 4K;%WEIIGERS ASSUMED 10 BE CC41111Y-4'JSL 1151 ini5 VtSIGH C(AWC441S 11 C'.FMENT IPI DESIGII SPECIFICA- FOPESI PAOGLx:IS ASSGCIATIU/ 7251. BOCA FILE L%-125 BRACED BV EIIIER 3/8" '14111,1 KIWCCO SIEAIHIIG //2' 1iUIS ICA HELM PLATE CL44ECTEG MOGU TRSSES AIG 21 THIS OESIC21 IS BASED 011 CLARI CC42ECTOR PLATES DIEV BI THIS IpJSS HAS BEE11 GESIGIEO FCR THE LGAOIIG 51141x! HNNI.) OA'ML UH BRACHIO MEMBERS SPACED AT 16' 0 C. TAIAL ITV SIAIIDARGS FCA IRUSSES 3) COIYECTCA PLATES 517ES AIE BASEG U/AXIAL FORCES CNILf Cok MIS ORAMIHD. 111STAl LAI1C11 AIG USE SMALL CUfOW1 'MAA)• UE ESS 141tn OIIEAWISE. Ib) 1x1 MLNUER GF 714E IN'JSS MAV BE CUT GR MODIFIED 111 XIV MAI. 4) Cal ECIGA PL AIE SIZES ARE CALLED OTJI xIGTH IACAOSS SLOTS! MIM THIS GESIGII 12) 11GICAIES bEAt4111b l0:AT1U1. 17! SPECT AI MMEA IIID CANE SMO'A0 bE IAAEII GAI14 SHIPPI110 AI a'I IEC IALDIIG SLGt Sl AIG THE aFIEtITATIUI U THE U! THIS DES1:11 IS APPLICABLE TO SMORi EP SPAII IP'JSSES OF E1IECIICAI O TRUSSES SEE 1.18-91 FOP IWCGAWEIOAI I COOS SIZE CALL J - ft1:-IULJ!LAI"E16M IDENTICAL lUA011IG A1C.CrAflr'-'MICA -COIFIGLIRAT[G1 I AFC. LOAGIIIG SPECIFIED Be FABRICt.TEIR -ADOI I IC41AL PLATIIIG FOR HAICLING IRUSSES 15 RESPOIISIBIL11f OF FABRICATOR. -11TS TRUSS 15 DESIGNEE OILf FOR 111E LOADS SHUMU. PRO'YIS1O1 FOR THE PPEVEUTIOI OF POlOING MUST BE 14ADE AIID IS IIOT THE RESPONSIBIL[lf OF THE TRUSS FABRICATOR OR CLARY. -FALSE BOTTOM CHORD IIIFGPMATIO11 FALSE BOT 21-0-0 011 LEFT. VERTICAL SPACIIJG-4-0-0. USE NID[RUM OF 204 PLATE FOR FASTEIIIIIG FALSE BOT CHCAO VERTICALS. USE 3,4 Mill. FOR SCARF Oil FALSE BGT 0/0P0. t RUSS BOTTOM CHORD ABOVE FALSE BOTTOM CORD MUST BE BRACED WITH 1x4 COIT. LAIERAL BRACIIIG Al 24"O.C. MAX SPACIIG. 1-B-0 3-4-6 PM 5-5-6 5-0-10 4-5-2 4-6-14 4-6-14 4-5-2 3-7-8 RUN 74 PLF 1-5-14 1-5-14 Max Height 5-7-3 12 6 12 2421 Q 6 /2191 3330 3381 3331 2891 12 % m Z37'. / ��� �� 2480 6 V M r 7kiOQ 3x4 N 3x4 Sf0 \ 1231 3M LOTIT 1z 6 590 900 910 960 1131i7z 660 i 1011 jibe / n 17111 \7 TRIC 17121 13.5167 I e x 6x7 3x5 3x4 3x8 I 13.5149X Z 2e 30 g� 12 20 PLF f-6-0 10-6-0 4-5-2 4-6-14 4-0-14 4-5-2 7-0-0 12 92 02 02 02 $2 1-4-0 37-0-0 1-4-0 Q BUILDING TYPE: Enclosed Residentiat CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: /043 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 .537' (9/16), Index-.436. (L/827) Maximum Total Load Deflection of .842' (13/15), Index-.455, (L/527) RECOMMENDED CAMBER: .46' 2ev. 3-23-93 02GU (Aq IND ML— CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' 11-7 T-2 OWG_-0 ALPINE ENGINEERED PRODUCTS Inc V_'-000 2-0-0 LL TC 30 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - SOS 1511LI 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 -- GRAND PRAIRIE. Tx 75051 7.0 DL TC 7 2X4 Y2 OS SP Z OF /q (214) 660-3940 PLATE AREA: INC. FOR STI LL BC 0 WEBS LAYOUT TO: L! 990 33.33 L IBC f0 2X4 03 'SPI i� AODRESS:DSC— ALE: MEMBER TIIUSS PLATE [NSTTTIME ILrvFT'1 e rinV IH- , ]/H It L(X41ER SHALL TO OF 1.1 SKLIFTEO MMHK}4 GRIDES, - 4 4t C:4MEL'.NA4 Pt RTES SHALL BE Insw LED SPl44lPI:At LP AI 17) ALL JE151Utt£09;Pt HBEHS AS aED 10 bE I, SPECIES, Ax4 19%MAAl14'.M NOISPxIE CO0011, 0A S'X"IHAI IME JONH BRACED 61 E11.114 3/8" .rain! Pt 10000 UWATHDt3. 1— IS GF nIGHEA ALL"AkE SIPESS IALUES. ALL tAL+ES USED 6, iGP CHIAD SPLICES APE NOT Kc:MWA DEG 10 O'C•JR R411ti OP•MALL aP 6AA,IH6 NEt6EAS SPACED 14` 4 C IMA/:, fOP 0ES101 ARE BASED 014 THE LAIESI EOITI:AI GF Trif HA- 61AECTLr AITWE A VOINM COOK SPLICE tAILESS t#WED ObtEPNISE C*+- IIONAL CESIZ44 STA44iA006 PUBLISPED BP THE HAMAIAL 7, V-2000 APP44004.1IL44KAS: UBC 2342, F"A IC8 2114, SBCC lit ALL CC4#W%ST0M CWRG MEMBERS AM1140 TO BE CSHI IN'JVJU n5J THIS LA"G94.. FOREST PAWAr IS A55�41ATIO14. 7241. BDCA FILE 86.125 BRACED Of EITHER 3/8" 41M.) PLPM,XD SHEATHIHS 1/2' lIC415 FGR METAL MA,. 2) THIS DESIGI4 IS BASED EAP CLAAI CG4ECTOR MATES GA f 81 THIS IAJSS HAS BEEN GE"GHEO FGR;THE LGA01146 SWOU 14111.1 DAfWALL OR SPACIIIS MEMBERS SPACED AT 16' a C, W4I If S1"CARDS F:A IAUS- 31 COvECTCA PLATES SIZES ARE BASEG 04 AAIAL FORCES Oft?, W THIS DRANIRS, INSTALLATIGH AIC USE SHALL CCA#GPM 411$1, UIILESS 140ILD OTHERMISE. 164 00 NEt4BEN OF THE IR°JSS NAI OF CU) 41 CDtMECTCA ELATE SIZES ARE CALLED 7JI WIDTH IACAGSS S1.DIS) Oil"THIS OESI,i14 17; ® I4IICAIES 11LAAI13 LOCAT1G11, TMJ SPECIAL HAHLLIIXT CARE StANAD 6E IAPEH DURH,- BI LERGTH 4ALORG SLOTS, At,THE LAIEMTATI44 OF (ttE Bt THIS EESIGI+IS APPLICABLE TO SHOPTEP SPAR IFUSSES OF EHE£IlUt OF li*JSSES SEE HTB-11 FOR RECO"MOATIOr- p3t 15Irf DI}1Sjj{Ai.a Tit fti[E,_LEM111 II BC11d tDADiN A MIF 1GtMATIW -CCAIFIGIJRATIGII ANG LOAGAIG SPECIFIED Oi FA ICRTOA -ADOITIrX1AL PLATIIIG FOR 11AIICiTitu TRUSSES IS RESMISIBILITI OF FABRICATON. -THIS TRUSS IS DESIGNEE GI1LV FOR THE LOADS SnOTAI, PROVISION FOR THE PRE`tE11TION OF P610111G.MUST BE MADE AND IS 110( THE FIESPOI1SI811.11f OF THE TPUSS FASRICATOP OR CLAP(. 40LSE BOTTOM CHOPG tlfuRMATIOII FALSE 001 21-0-0(At LEFT. VERTICAL SPACING-4-0-0. USE 141/10944 OF 294 PLATE FOR FASIE11HG FALSE 601 CHOW VEATICALS. USE 3AA 14111. FOR SCARF 011 FALSE BOT CIIOPO. A TRUSS BOTTOM CHORD ABOVE FALSEOBOTIC44 CHOtO 1EJSI BE SPACED WITH IM4 C0111. LATERAL BRACING AT 2 0.4, MAX SPACIIIG, 3-4-e 2-la-0 2-To-a 3-7-e 4-0-0 5-9-0 5-8-0 4-4-6 4-7-e 1-5-14 12 02 112 12 112 ♦2 02 1-5-14 7J PLF — Max Height 5-10-3 12 'tel 6 2534 3150 419! 3151 267! //I 27311/ 322f 12 Sys 3x4 8x1 3x4 6 P;1" 2481 .` t 160/ 3*A A3 12+0� 01 14497# 1130 11311 1451 ball \\ t 1 661 1080 4 +n \ \L 1 T T 17121 0 I i 1 P 1711! 13.51 of 1 ie 5x6 I 13.5167% x9 3x4 3x7 5x6 .,.� 3x9 12 20 FEE 7-0-0 4-0-0 5-8-0 5-8-0 5-6-0 4-0-0 i 1-4.0 1-4-0 37-0-0 BUILDING TYPE: Enctosed Rtsidentist CODE: Standard Building Code (SBCCI 1491? [ } RIND SPEED: 110 q* MEAN ROOF HIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT COIECTION REQUIRED: # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: i Maximum deflection occurred at bottom joint 144. Maximum Live Load Deflection of .334" (5/16), Index-.271. (L/1329) Maximum Total Load Deflection of .524' (8/16), Index-,283, IL/847) &W- 3 -23-13 O(W _ -A-REV. 3-72--l3 W1(�D ) J} ALATE TYPE; O.C. SPACING LOAOING IPSF) TC LUMBER TRUSS: 37'0' N-9 T-3 OWG. / ` V_;wo 2-0-0 LL TC 30 2x4 12 Os SP ENG, FOR. TRUE TRUSS INC - SOS 1.5416 OL TC 7 8c LUMBER 2X4 112 N 5P PROJECT: CENTEX 3708 A OATE; 25 Feb 1993.^ FDA STC- LL 8LAYOUT 10: '3OF 0 WEBS _ OL ETC 10 2X4 43 SP ADDRESS; SCAE_. 47 F4CFPI AS MAY IF ljJMft 1/I t4WA SHALL BE Of IHC SPECIFIED wiftlMN GAABES, 5I CA*ECTGR PLATES SHALL BE IRSIAILLO 5r104EFAICALi Ott 101 ML 1EIIShili CtiIAG NEWEAS ASSt SPECF£4. ufo 192 wtt1M':M 1431SI'At c4iffifl. A S',KH fHAi THE.A71tif BUICK 61 W14A A/B" .01DO PL WOO)yam. IS Of nICv1ER AtLSwAbLE SIHESS 4ALUES, ALL iALUES USfO B; ICP C"CRG SPLICES APE tv01 RECw4ft"r, TO 0009 WTA: W10ALL OR BNA%AW,MEPBERS SPACEO 1O' FOR DESTGH WE BASED E41 IHC LAIESI 18111:04 V Itf Ht- OINECTLI A001 A 001T;.N CnUC.SPI ICE. UHIESS tiOTED WEAxISE t 100AL G(Slui 51046ANDS#.J&.Two III tnf 1410144 71 A•2COO APPRO'aAL trJMBER& LJBC 2142. fnA TCB 2011, WC ltf ALL CDwPAESSIUi CHSAD RE14KPS ASSUMED TO Of CUIIIfr.IU'r$Lnf., FOREST PAODOCTS ASSIXIAFlm 741, 8DCA FILE 86-125 BAACEG br EIIHEA 318' :wIN.) PLfxI';O SHEATHNIO 172' IIUP.e.,.. 2) THIS OESI(H IS BASSO Oil CLARr C011ECIOR PLATES C04,1. Of THIS IWAS HAS BEEI1 OCSI01E0 FCA THE LDAOIHG SHONE :alit,) WINALL OR 8RACIf16 MEMBERS SPACED AT 16' P C. DUtl It' SIA#AU__ 3) CO#OIECIOA PLATES SIZES ARE BASED pi AfIAL FORCES 011tr, JT THIS OAAOIIiG. BISTALLATICII AHD USE SHALL CGffAw VAA1. UI&ESS 1101ca OTr4ABISE, A6f I40 HE14FAR If THE IRUSy 4T COf#ECJGA PLATE STIES ARE CALLED(y,11 VICIN IACAGSS SLOISI OITH THIS DESIati 12) FA IIOICAMS 6EARIN3 LOCATICIt l7t SPECIAL HAtAYHTO CAPE St"ItO w e+LEnGTn 1401&SLASI NG 119 401114TATION 0 THE a TnIS DESIG41 IS APPLICABLE 10 SHOPIIP$PAR TRUSSES Of EKCIIC41 OF IFt155ES SEE MID-91 fOR I— 1tIL D3FLiIlidi.LF Itt PLAit LEHCTH If£4ffICAL LOACIl1Ai A1G Cpf15'KTAx10I. -CG1FtGU1TATIGI 140 tOAGIiW SPECIFIED B'(iADRICATOR -ABOtTICAIAL PtATTfiS FOR f1AIC4IHG TRUSSES IS RESPOHSIBILITr OF FABRICATCET, -THIS TRUSS 15 OESIC41ED WLY FOR THE LOADS SHWRT4, PRUfIS10t4 FOR THE PREVE011011 OF KAIDIIIG MUST BE MADE MID IS ItOT THE PESPOIISIBILITi OF THE TFUSS FABRICATOR 00 CLARE. -FALSE BOTTOM CHORD PFCOPMATIOII FALSE BOT 21-6-0 Oft LEFT VERTICAL SPAC114.4-0-0 USE MIMIMM OF 2x4 RATE FOR FASIEIIIIW FALSE 601 CHWO VERTICALS. 4USE 3A4 MIFGR SCAPF GI FALSE KIT CW]PG. 2 ' H.TRUSS BOTTOM G1CRD A8434 FALSE 801104 CHORD MLIST 8E BRACED WITH 1x4 CGiT, LATERAL BRACIIW AT W 0.C. MAX SPACIfiG, 3-4-e RUIN 3-7-8 6-0-0 4-3-7 4-5-3 4-3-7 5-4-8 5-7-8 RUM 1-5-14 1-5-14 74 PLF Max Height 6-10-3 12 6 381t 322# 322# 357# + 4 1 N 3x4 f6 ,K 347# 396# 12 6!� 24e# ,t3 � 4974 77 2 f 23 0 2{3 ,- _\\\\\\ I030 107# 87# 15[# 106# 664 iGUt r � a 1742# 1 0 17110 (3,5167 I 5x6 (3 5167% �3x5 3x3 3x7 5xe „ 3x8 12 28 PLF 7-0-0 4-0-0 8-3-7 4-5-3 4-3-7 11-0-0 BUILDING TYPE: 1_4_0 tial 37-0-0 1_4-0 CODE: Standard Building Code ed S BCCI 1491) Q WIND SPEED: 110 q* f NEAR ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED; /f-� #AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. NO trusses: i Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .288` (5/36), Index-.234, (L/1542) Maximum Total Load Deflection of .452' 17/16), Index-.244, IL/982) bar 3-23-93 xo ��! PliwOtk1_� PLATE TYPE: O.C. SPACING LOAOING 1PSF1 TRUSS: 37'0' H-11 1-4 0116. # --TS Int V2000 2-0-0 LL TC 30 TC LUMBER 2X4 #2 N SA .,.,_T..''' ENG. FOR: TRUE TRUSS INC SDS 7.0 OL TC 7 BC LUMBER PROJECT: CENTEX 3748 A OATS; 25 Feb 1993 - 2X4 #2 N SP OF I INCA FOR3rC_ LL BWEBS 0 �Bg LAYOUT 10: a� OL BC 10 2X4 #3 SP ADDRESS: SCAT-E, TOTAL 47 EXCEPT AS MAY HE Nolftl 1/8 i! L184KA SHALL BE OF INE SPECIFIED 140410M 6PMKS. SI C018ECIOR PLAIES SHALL BE It45;ALLEO SIMACIPICAtLr Oil 100 AL3, IE11SM; CIAx4D MEMKMS ASStAEO 10 BE COMP._ SPECIES, MID 12%NA/IMJM MOIS1'14 CONfEIH, OP S:AJ;THAI THE JaWl BOACEr,Bt EIHf4 JW .14011 Ftlll p SI#A10110, 112- IS Gr"I"A Ai.;.AABtE S;HESS AALLES, ALL tALLE6 unto ae top CMAUG SPLTCes AHE tut NeC+MEIUEG to Cf-C:W 101141 LAtNALL :AI AHAI;1116 MfiW109 SPACED Ilii- 4 S ;NAr1. FOP O(STul APE BASED Gt THE WEST 0111014 4 Art HA- 01HECTLY ABOVE A 801T0N CNC>E+D SR ice, ' lLiss 16tto 11IEPBISE C.PHf.' TIONAL DESI&I STMGAROS P,IBLIStE :IB C2342.Bt It&ItAflO11AL 71 Y-2000 APPAU10AL trimiERS. C 2342. FNA TCB 2010. SSCC It) ALL CC44INKSStW1 Crc NG NEW145 ASSUMED 10 BE CGI;TIt.AYJSL M5H lots CESira$C1.... FOREST PPOCNCiS ASSOCTATI014 1257, BDCA FftE 86-fc8 4INACEG Bt EittICA 3/8^ 1NIN1 Ptf"SNEATHRG, 112' 11WS FCA KIAL PLAIt._ 91 INIS OESIGI IS BASED G;CLARI CU#ECIOP PLA1ES UILA. BI tots TWJ55 HAS BEER DESI41E8 fCA THE LC401tri1 yuMl 71It,! GPIOAIL LIP eRACNu HEWK44S SPACED AT IB- B C. WAL11r SIAI4AFGS FuA TRUSSka, 31 C01xECIOA PLATES SIZES APE BASED 014 Af IAL RACES 01xr, :AI THIS ORA0I116. INSIALLA11Ct1 AG USE SHALL CGil0444 fop. U LESS WHO 01t04141%. 16! 110 NE118E11 DF THE IPJSS MAI BE CUT G+ 41 C04ECICA PLATE SIZES APE CALLED W1 01010 iACRBS5 SLOTSi xi FH THIS OESla4 tai ® 11101CAIES 6EAR1110 LOCAf ION 171 SPECIAL HMtA IPS CAPE SHDUL0 BE TAxe;l GIARa Bt LENGTH ULD106 SLGIS; MO THE OPIEIITAII*i Of THE 9; tots DES101 IS APPLICABLE TO SNOPIEA SPAI iNJSSES OF EK01rAl OF TRJSSES SEE HIS-%FOR PEC01"14L.111x61 ICAL t"OliM 51!SSM I+nAT341; -C011fIG1JHAT{GI A!G LOAGI;;O SPECIFIED BY FA iCATOR -AOUITIOIIAL PLATIIG FOR HAIC4,Illy TRUSSES IS 1TESP014Sl8IL)T7 OF FABRICATOR. -THIS 111USS IS OES16116)DULY FOR THE LOADS Sh ti. PRO11StOU FOR TME PREVEIIFIOII OF POIUDI6 MUST BE 14AOE AHO 15 1101 THE PE"ISIBTLIIY OF THE fFPJSS FABRICAIGR CA CLATTY. -FALSE BOTTOM CIWM 111FCAHATIO11 FALSE BOT 21-9-0 OH LEFT, VERTICAL SPACING-4-0-0. USE MIlli"OF 2x4 KATE FOR FASTEIIII13 FALSE 807 CHORD VERTICALS, USE 3x4 MIN. FGR SCARF C44 FALSE SGT CHOPG, TRUSS BOTTOM 0"0 ABOVE FALSE BOTIC44 CHORD MUST BE BRACED WITH 114 CONT, LAIEW BRACNMP AT 24 O.C. MAX SPAC114G, 3-4'8 RMI 3-7-8 4-0-0 4-0-0 4-6-0 4-6-0 6-4-8 6-7-8 E 1-5-14 #2 02 02 02 02 f2 02 1-5-14 7.1 PLF Max Height 7-10-3 E__ -- 12 'C]6 3151 3338 4021 3x4 sXS 2968 4701 A /2731 6l 3fi 248/ �`� 2340 Kit 1360 1541 127# 631 a4} \ 661 toe# t` �\ . 17130 . \ 1710# 13.5167 I; a 13.5167% I 7x5 9x8 5x5 30 5xa ..4 3 390 12 20 PLF 7-0-0 4-0-0 4-0-0 9-0-0 6-4-0 6-7-6 1-4-01-4-0 37-0-0 BUILDING BUILDING TYPE. Enclosed Residential A CSE: Standard Building Code (SBCCi 1491) /2 WIND SPEED: 110 wo MEAN ROOF MIGHT; 151 TRUSS LOCATION; (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: .111_2A # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection Occurred at bottom joint #4. Maximus► live load Deflection of .263' (4/16), index-.213. (L/1688) Maximum Total load Deflection of .411' (7/16), Index-.222, (L/10601 &2cw1 3-23-13 l� AFry PLATE TYPE: O.C. SPACING LOADING fPSF+ TC LUMBER TRUSS: 37*0' H-13 1-5 DWG. 0 v 2800 iPACI LL TC 30 2x4 Y2 DEI SP Et4G_ FDR: TRUE 1HUSS INC - SDS OL TC 7 SC LUMBER PROJECT: CENTEX 3748 A DATE: 25 Feb 1993 2x4 #2 N SP of -HQ`STL LL BC 0 WEBS LAYOUT ID: nt BC 10 2X4 I3 SP ADDRESS: $CAI $1 LUl4NQ$"ALI BE OF " SPECIFIED 41+fIWJ1(RAGES. 6T CDIOJI,:ICP PLAIES SnAIA 6E II1StALIED 544MEIRICA1.Lt OH I0) ALL IL161tM 04000 MSf4#45 ASS""D 1011E C(A111wr"i. SPECIES. M&19%MAIIRv4 M:)IS1t1E t4WN11, OR SACH 11441 TME jolfiT &PACE&b•EITHER 319' i41n! PL•N030 W*ATNigi, 112' 141 15 of HtGMER ALL:M018if SIPISS OnUES. ALL 1ALIIES USED 6; "CnCAG SKICES AME tfOT PECOMIEINIEG IG CICJR 14111; 9410ALL OR 60400*NEWOS SPACED 10' R C 401;, TEMPCAA., FON O£Si G1f ARE 6A5,EG 001 tilt LATEST 10111:/1 OF IME TLD- GIKCRi AAO'if A BOINAF CIDK,SPLICE. '.x4E551MTEG(11MERNISE CMAKIii IPI IVPAL,,,_ TIOIAAL USIGII STAIGAHOS#-.184551#D Bt )HE HAITO11AL 11 Y-2GOG ARPNOVAL 1AAMBERS, 1AC 1342, FnA Iib[OTA. SACC III ALE_CWOWSS1011 clluz NEW85 A$SSAEG 10 BE CC41111rAevSL qb, Vol- GESIGII C1xxv,44 11, FOIST PROCUCIS AS5GCIAII1711 TE6E, BOLA FILE 86-125 BRACE&01 FIIHEN 378` zMIH.I PLrWkD SHEA0406, 112' IIUiS FUR METAL PLATE CGINECIEG NM 21 THIS DESIO14 IS BASED Ui CLAR/CCfl ECIDAt PLATES O1tr. tM THIS TPJSS HAS BEEN GESIC444 fCA THE LGAD114 SHOM1 f4iH.I OR14ALL UN BRACMIG M£A18EAS SPACED AI tfi' c C. OWL11i SIA110010S F3R iW1$SES. 31 COIMCIGA PLATES SIZES ARE BASED Oil AAIAL FORCES 041, W THIS GRANPIG. IlfSIALLAIIG41 A11D USE SHALL C01f OAW 44Al1. LxtESS 110110 OrKA101SE. 161 111 Kf"R GF Tit TFIJSS MAt 8E CUI TA 4"IFIED III N.. tl CZN*C10R KATE SIZES ANE CALLED O'JT NIGTH 1ACGOSS SLOIST WITH THIS DESIO11 121 41101CATES bEA41110 LOCATIU1 171 SPECIAL MAl"It*CFA1 SKM0 bE IANEll EA/RI14 SHIPPIiq 11145 81 LE116Tn 1ALOt4 SLOTS" AIG 14 ORIEnTATION OF Tit 9i TnIS DESIGII IS APPLICABLE TO SMOPIEN SPA#$1PJSSES Of ERECIlU1 OF 1PJSSES SEE nth-9t FOR RECC"MDATIO14 SIZE CALL OUT IPI.AIE LEt1Gin_ iG£n11Sti..lSlf.QltiY�i1R SQI#524+ATIGri -COi1FIGI#1AT16U AIG LOAGS#$G SPECIFIED 8t tAbAICA10A -AGGITIOMAL PLAFI116 FOR HAMOLIIQ IRUSSE5 IS PESPOUS5811.11f OF FABRICATOR. -THIS TRUSS 15 DESIGUEG G11LY FOR THE LGAOS 5E4(01It, PRO'FISION FOR THE PREVE11TI011 OF PC443111G MUST bE MAGE Atx1 IS 1101 IIfE RESPOfISIBILITI OF THE iR:!SS FASRICI-IGO DA CLARt. -FALSE 80flU04 Ct"G IfFGPHAT508 FALSE SOT 21-4-0 6H t.Eft. VERTICAL SPAC1110-4-0-0. USE MITIHR:x1 OF 2r4 PLATE FOP FASTEIIIHO FALSE 801 C1C44 YERTICALS. USE 3A4 MIN, FOR SCARF E41 FALSE 801 CHORD. 'TRUSS 80119M CHU40 ABGYE FALSE SGTTGH CHORD"I BE BRACED WITH IS4 3-MB COIII, LATERAL BRACIUG AT 24-O.C, MAX SPACIIIG. PAM 3-7-9 4-0-0 6-0-0 5-0-0 5-0-3 4-8-11 5-3-3 TifJN 1-5-14 1-5-14 74 PLF Max NtIg 1t 8-10-3 12 'p 6 407# 3710 !15 3700 1 366# 3590 12 3+a 4If 2481 1840 in 6 C' 123# 1 106! TIO# 124# 1480 720 T 660 iG8# A 1 tt 17120 1715# 13.8167 I m !3.5167% I 7x5 5x6 3x4 3x7 ¢ 5x8 0 3 3x8 f2 20 PLF i i 7-0-0 4-0-0 6-0-0 5-0-0 7-4-8 7-7-8 BUILDING TYPE: Enclosed Residential � 1-4-a 1-4-o 37-0-0 CODE: Standard Building Code (SBCCI 1941) L1 WIND SPEED: 110 q* MEAN ROOF HIGHT: 15+ TRUSS LOCATION: ($e) area NET WIND PRESSURE BASED ON DEAD LQADS SHOWN BELOW UPLIFT CONECTION REQUIRED: ..(Oa S # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No tCUS9eS: 1 Maximum deflection occurred at bottom joint #4. Maxiilym Live Load Deflection of .265" (4/16). Index-.2151 (L/1675) Maximum Total Load Deflection of .415' (7/15), Index-.224, (L/1074} b Rey, 3- Z3-Q3 REXI PLATE TYPE: G.C. SPACING LOADING 1PSF) TC LUMBER TRUSS: 37'0• H-15 T-6 � DMD. 0 ' "ic V-2000 2-0-0 LL TC 30 2X4 #2 N SP EMG, FDA: TRUE TRUSS INC - SDS �/ OL TC 7 BC LUMBER 2X4 02 N SP PROJECT: CENTEX 3708 A GATE: 25 Feb 1993 / OF )� yFOA STI LL SC 0 WEBS LAYOUT 10: (� J nL 8C 10 2x6 03 SP ADDRESS: SCAL1 1 —1— — -1 11c ..,;rr1; T/F If tu"Ka SHA"BE of THE SPECIFIED X10INJ4 OaA(#S. 61 CG/fCIDA PLATES SMALL BE INSTALLED SiMEIRICAitf DN 10i ML IEHSIGH CHOW"["BENS ASSUR- SPECIES, nib 19%NAfINJN NDISit"Co"fENi, Cf+%OC"THAI THE.A3llif ENACEG BH#AHEM 3/b" .NUM PL'10 30 50¢- IS GF HIGHER Atk4F"hLE SIPESS'f+LUES. AIL JALUES USED 6: ICP CWU"SPLICES APE Not AECG00E141ED to G.C:xT (141"1 EAIHA" aN BNACI06 MEHBERS SPACED IG' 3. FOR OESiGII AM BASED 014 THE LATEST EOiTi:n Of NE HA_ 6tAECILf AW'Jf A BOITZA6 CHORD SPLICE, 014ESS NOTED OAEANISE TIDHAL GESIC44 STAIGANOS PJM IS1E6 Bf IHE 114,110041 7, I-2000 MPWD At NJUSERS: USE 042, FHA TC8 2514. SBCC IT) M.L CD1#WSSIGt Cni.AO K14KAS ASSUMED 10 OF CU+1 Nr,t7.v3L eT51 FOREST PAUDUCIS ASSaCIAT)UN 7261. SOCA FILE 86.12a BRACED 61 Cliff"318' Will PLfNGGD SHEATNNIG. Ili' lIG15 ff- 21 THIS DESIFff IS BASED 011 A.ARf CWaECTOR PLATES Olt f BH THIS tWJ55 HAS BEEN GESIGHED FOR THE LGADIH6 SHONt 1NIH.1 DR1xAL4 UR INTAClN6 lENBEPS SPACED AT 16' P C. QUALM(SIAUDAN-. 31 COt4ECTCA PLATES STIES ARE BASED 014 AXIAL FORCES 0 HLH. all THIS OAAMIIHG. 111STALLATTGI Air,USE SHALL LCtfDRN +MAY), UIAESS"0110 OTHEA115E. 161 110 MEMBER OF THE I&JS5 4T CGxfCIGR(LATE Sl2ES APE CAt LED all XIDIN IACADSS SLOISi xI IN THIS FAS1319 Tal iRIIADICATES KARR*LOCATIGI. 17f SPECIAL NANOLIHO CARE SHOUtO 6t .. By LENGTH fAL(A&SLr,OIS) GTHE JAIENTAT 1011 OF THE B: THIS DESIGN IS APPLICABLE TO SNORTER SPNH IRJSSES OF EPECTIfAH OF IPJSSES SEE n18-81 FOR PEM,.,,,. 1.01,011164 AND tQ1JFIGtfftATIG1f, -CO1#`IGURAT1O11 Air LOAGING SKCIFIEO Be FABRICATOR -ADOI T)C41AL PLA015 FOR fAIE"iLING TRUSSES 15 PESP014SIBILITI OF FABRICATOR. -IRIS TRUSS IS OESMIED(AILY FOP INE LOADS St)(1911, I'MISIIx4 FOR THE PREVE1111014 OF FC4EI11IG MUST BE LADE Allo IS 1101 THE PESPOIlSI6EltT't OF THE TRJSS FAbRIC41GR OR CLARE. ' -FALSE 8611014 CHOPTi IIFCi1MAIIOII FALSE BOT 21-0-0 Olt LEFT. VERTICAL SPACRIG-4-0-0. USE MIMIx114 OF 214 PLATE FOR FASIEI41115 FALSE 001 CWRQ VERTICALS. USE 3A4 MIN. FGR SCARF Oil FALSE BOT CHORD. 4-l-12 TRUSS BOTTOM CHORD ABOVE FALSf 001TC44 CI)ORO"I BE BRACED MITA 114 3-1-$ RUN RtRUN3-7-$ 7-10-4 1-0-0 5-8-3 5-4-11 5-11-3 COTIT. LATERAL SPACI116 AT ?q`O.C. MAX SPACNIG. 1-5-14 r2 42 r2 12 i2 1-5 11 max Wight 9-10-3 74 PLF 12 'ZZ16 L 19p47r Sf� Sx5 444! 4101 *A 4081 12 2480 Mill 2041 120! 9(941 1600 821 a a�3 \` 17121 17111 \1\ I (3.5167% (3.518 l [b 1 5x6 5x5 3x5 318 3x7 -- 20 PLF axe 12 1-0-0 4i BUILDING TYPE: Enclosed Residential n 7-0-0 4-0-0 8-0-0 9-4-B $-7-$ CODE: Standard Building Code (SBCCI 1991) (� WIND SPEED: 110 mph 1-4-0 37-0-0 1-4-0 10 HEAR ROOF NIGHT: 150 TRUSSLOCCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: C1 # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: I Maximum deflection occurred at bottom )Dint #4, Maximum Live Load Deflection of .251" (4/16), Index-.204, (L/1759) Maximum Total Load Deflection of .394' (6/16), Index-.213, (L/1127) zz'i- 3 -z3- 9 3 ow ^�1 TK ATE TYPE: O.C. SPACING LOADING fPSF) TC LUMBER F TRUSS: 37`0` N-17 T-7T OM6. i ^MUCTs Y,,.2000 2-0-0 LL TC 30 2X4 r2 Ds SP �. ENG, FOR: TRUE TRUSS INC - SOS !$4I( 7,0 OL ?C 7 BC LUMBER 2X4 i2 N SP PROJECT: CENTEX 3708 A-TA DATE: 25 Fan 1993 OF INC."F0n FOA-51L LL BC 0 WEBS LAYOUT ID: 7 3 pL OC 10 2X4 r3 SP ADDRESS: SCA" )()1 A$ 47 M„r1-vT 6” "fly NF r�=if,n 1/1 IT L%J4fEA SHALL BE LIF 4Hf SPECIF 1£C M1UlWk GAAOES, 61 C01/£LTOA PAYS SHALL BE PlSiALLEO 5,W41AICALL 4 CAI 10! ALL 0(14101+C kPO MEMBERS ASSt"D 10 8f COW iss AJSL r SPECIES. MD 191 NAAIMJN M31SJ,*E LO1ikNi, OR S:+CH THAI THE JOlnl BAACEC 91 flit#P 3/8" :MIIH K'T10OO 9#FTNit1), I/2' fA• lits. IS GF nl4tER FLL:HdAbtt SIFWS5 !FLIES. ALL IALUES USED a, ICP CIItA41 SPLICES APE tool PECG44t1KED 10 OCEAN IMM, 0010AL1 W BRAC114 KHKPS SPACED IG' 0 t INA, ItH'CFUP'hr. FOR OISIYI APE BASED pI ink LATEST EOIIJOH OF THE 1A- DTPFCILI 0,80ra A BoTTGM CHOP4 SM ICE. UILESS UGTED Gr1tANi SE C+AMENI TPI BAAC104G—. TIEAUL DESIGI STAICAPD5 PIBLtW0 161 IME 0ATI(OW 7, Y-2400 APPAOtAL Hr40XIIS: J8C 2342. Fns TCB 2014. SBCC 11) ALL CC4tPAESSIG+CMF..7G M01EAS ASS'JNIG 10 8E CCtII)+1•.:G'JSL r15r 1H15 LAS1GII Ct1#DAHS TD CUt141t .. FOREST PPOCAFCIS AS%5CtAt111I 7251. BOCA FILE 06-i26 SAACEG Or[ItHER 348" *Ili.) PL'"W4 SH£AIHIUG 1/2' IIG15 FOR METAL PI AIE CGA£CTEC 1tFC41 I%L;4—, 2) MIS OEStO1'IS BASED 014 CLAM CGII#CTM PATES GEr 01 THIS IVIJSS HAS Of it OESIGED FOR THE LOAGIiG SWTINI 1444.1 OAINALL M OAAC106 MENKFIS SPACED AT 16' 0 C. DUAL IIf SIAIEIAKTS FCA TRUSSES. 3) COTAECIOR FAALES SIZES APE 84SED 014 AAIAL FORCES OM14, Oil THIS OPA#II*. U4STAL_AIIG1 NIG USE SHALL COfi'CRN 'NA/I. Utt£55 4407to OTHEAVISE, 16f 14 t#H6EA Ci THE TRUSS MAI BE CAT CA MODIFIED tH ANF 04. 4) CUI1ECIOR PLATE StICS A1£CALLED OJT 1ICTN (ACROSS SLOTS) WITH THIS 6E51314 42) agH4ICATES BEAAItIG LOCAL ICtt. Ill SPECIAL NRIOL Ito CAPE 917416 TF( IANEII"U46 SMIP0114 Not S4 LFT,610 IALDF#G SLOTSi NIG IHF OPIEUTATIat OF TME B; THIS CESIGI4 IS APPLICABLE TO SHOOTER SPA/TPJSSES OF EFIECIIGT Of TRUSSES SEE nib-91 FOR PECC#9f 10AT1Otd, 6eTD�_. NO C0I1FIG;RATIO14. -CfAFIGi1RAFIWI rJG LOIZ114 SPECIFIED BF FABRICATOR N -AD011I014AL PLATI44,FOR I1A14C£.I1+b TRUSSES IS RESPrAISIBILITF OF FABRICATOR. -FALSE OGTIC44 CH0FG ItIFCAMATIOU FALSE 801 21.0-0 Ott LEFT. VERTICAL SPACUIG-4-0-6, USE 14101MUN :F 244 PLATE FOR FASIER114 FALSE SOT CHORD VERTICALS. USE 3F4 14111, FOR SCARF O1 FALSE 001 CHORD. *IF11SS BOTTOM CH1:A0 ABOVE FALSE 001IC44 CHUG WJST BE BRACED NIT" 114 C0141. LATERAL BRACING A7 Z4'0.C, MAX. SPACIIIG- 3-4-a FAIN 3-7-8 4-0-0 4-3-14 4-2-2 5-9-0 5-7-4 6-1-12 RUN 1-5-14 1-5-14 Nix Height 10-1-3 74 PLf 12 ' as 367# 315# 4200 3081 '+i 3xr 273# _.� 424# 12 2481/ / �� 217! fi 617 / �`X SA 0230 _ 125! 177# 173/ 860 45 3,41, x. 601# 148# 13 5167% 13 5187 v 'T 7%5 5x6 347 5x9 ­2 3 20 PLF 396 12 -0-0 4-0-0 8-6-0 8-6-Io 8-11-6 BUILDING TYPE: Enclosed Residentiat CORE: Standard Building Code (SBCCI '1991) �2 i-4-o 37-0-0 1-�_D WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: (Q,12A , 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE, No tPUBses: i Maximum deflection occurred at bottom joint 03, Maximum Live Load Deflection of ,271' (4/16), Index-.22, (1./1638) Maximum Total Load Deflection of .424' (7/16), Index-.229, (L/1047) 2c 4 3_23 -93 MZU inD 17-wct _.__.__._ . ... __ ^TVISION PLATE TYPE: if TRUSS: 37'0' SPEC 1-8 O.C. SPACING LOADING IPSF) TC LUMBER tlxG. IT ~,n PRODUCTS Inc Y y 000 2-0-0 LL TC 30 2X4 M2 N SP ENG, fop: TRUE TRUSS INC - SOS 7.0 OL TC 7 BC LUMBER 2X4 02 N SP PROJECT: CENTEX 3708 A OAIE; 25 Feb 1993 _TNG _F6q STI LL BC O WEBS LAYOUT 10: OF _ A OL SC 10 2X4 03 SP ADDRESS: SCAtI 'nlAt 47 FXFFPT AS MAY 11l' +ul{Ft1 Ile 1) LUMBER SHALL BE OF I"E SPECIFIED MI"IW-N GRADES. 6! CGxECIOR PLATES SHALL BE ["STALLED SIMEIAICALL'Oil 10) ALL lEUS7U11 CW IMO MEMBERS ASS'."O TO BE C-311;M0:/ 41Sl' 131 � IIDICMES tAIEPAI D-ACIIx MEMBER 11/4 MIM) SPE=IES. ND 19%%AIl MUM MOISIIE [OIITEIM. OR S:XH TMAT THE k3illf SAACEC 81 EIME �M M 3/B' 110 PLIMOGO S1fA7H11WIGG 11E IAUSS, PEAM , 1/2' 141 IIISIALIAII NEHECIIOAI OF 1NIEIMND • IS OF hl -iEP N.LOMABLE STRESS IALUES, ALL /ALOES USED PE 6; ICP C"CM SPLICES A 1101 PECGN4ENAG 10 OCCUR IMI11• ORIMALL OR BRACIIM:MEMBEPS SPACED 1G' 0 C. IMAMPAR . ILWCI BPACAW.SHCJLG BE 001E GA" 111 ACCGPCE 0111nFOR DESIGII ARE BASED p1 "E LAIEST EOI11014 GF lrE IIA- GIPECILI ABOYE A BOTTOM CIIUPGSPLICE. UI&ES5 IMJTEO 01rEPMISE :URPEIII In BPACIID ND LPECTIJI PJbLiwiws. 11014AL CES1G11 STNGAPOS P'JBLISnEO at THE IIATIGIAL 71 Y-2000 APPROYAL 1ANBEAS: UBC 2342. FnA TCB 2014. SBCC 11) ALL CGIP4ESSIC41 C11GPG MEMBERS ASSUMEO 10 BE CG111I1FJ0'JSLn51 InIS GESIGrI C011FO41MS TO CURREHi IPI DESISII SPECIFICA- FOREST PRODUCTS ASSGCIATI(At 7251. BDCA FILE 86-126 BAACEG 81 EITHER 3/0' ;MITI.) PLINC-00 SHEATr111D. 1/2' TIGIIS FDA MEIAL PLATE C44rECTEG MOW IAL-SSES AUG 21 THIS OESIWI IS BASED 011 CLAP'CGFECTOP PLATES DEI. •1 THIS IWJSS MAS BEEII CESIGIIEO FOR THE LGAOIID SHOMI 71111.) BAIRALL OR BAACIID MEMBERS SPACED AT 16' D.C. GJALIT' SIAIDARDS FCA IPUSSES. ECIOA PLATES SIZES AAE BASED 014 AIM FORCES OrE'. 014 , ORAW106. 1"SIALLATIGI NG USE SHALL CUIFOAM +MAI)• 1xlESS I DTEO OTHERWISE. 161 1D 161 1DMEMBER OF THE TRUSS MAI BE Cul CA MODIFIED 111 NII MAI. 41 Cal, CTORCALL PLA If STIES ARE CALLED OUT WIDTH IACAOSS SLOTS) MIIM [MIS DESA#/ 12) ® IIDICATES BEARIOO LOCATIGI 17) SPECIAL HNDLIIIO CARE SHOULD BE IWEM"114 SNIPPI111 NID 8'LE11GTn IALOIII YGtSi ND I1E ORiEMtAT..1 Gf 11E 9, THIS OESIGII IS APPLICABLE TO SnORIEP SPNI IWJSSES OF EIECIIGI OF IWJSSES SEE n16-a1 FOR PECDO"J40ATl Orb -CGIIFIGLIRAt CAI AIO LOADIIIG SPECIFIED Be fAbRIC0.10A -ADOITIC41AL PLAID15 FOR HAIIDL11IG TPUSSES IS PESPDIIS1B1LITY OF FABRICATOR. -AIITICIPATED HOPIZGfl1AL T40VEI/EIlT LEIDER ICTAL LOAD - .286' 3-5-f3 RUN 2-9-11 4-6-9 4-3-1 4-4-13 5-9-0 5-7-4 6-1-12 RIX; 1-5-14 1-5-14 Max Height 10-1-3 74 PLF —71 12 va rX C 376r ✓ > 3201 4201 326 12 3}A 3to 2220 272��. \� 4241 2f7r 1 N \,•, \ S� 591 128r 1321 1511 173/ 661 O \ \\ - 1700 ?x3 \�\\ \ \\\\ 1337130 5149X 13.516.516 7 1? 0 f i 7x9 3x4 5x6 3x4 3x7 20 PLF 31111 2 12 6-3-8 5-8-2 5-5-6 6-6-10 8-11-6 Q BUILDING TYPE: Enclosed Residential rz 02 02 02 CODE: Standard Building Code (SBCCI 1991) i-4-o 37-0-0 1-4-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: 03 # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 3 Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .366' (6/16), Index-.297, (L/1213) Maximum Total Load Deflection of .574' (9/16), Index-.31. (L/774) lD 2,,51/, 3- u- 43 aw CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' SPEC VAULTS 1-9 OMD. r ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 /2 N SP 4 ENG. FOR: TRUE TRUSS INC - SDS f 54 j 1601 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 ^ GRANO PRAIRIE, Tx 75051 7.0 OL TC 7 2X4 02 DS SP OF (214) 650-3940 PLATE-AREA; INC PORI SIL LL SC 0 WEBS LAYOUT 10: 546 33..33 OL 8C 10 2X4 03 SP ADDRESS: SCALE: MEMBER 1RtIS5 PI-ATE IN57I Tl1TE IOt M. 47 EXCFPT AS MAY OF NOTFO 1/8 Il LUWP S.U.J. BE OF INE SPECIFIED AUIIWF 44 ORAOCS, of CO4EC]LA PLACES"ALL BE 04STALLCO SIMIEIRICµ4.+Ol 10i ALL IERSV'Al CHOAG 44041LPS ASS'',"U 10 BE CW1TIf A10.f$l I �I31 >A' MIOICATES LATEMAL 41PAC1110 Mit"4N (1/4 14141.1 SPECIES, AND 19%MAflwip 4401tift" COlfif01l, OR WN IMAf 114E JOINI &AAEEG&I E1111ER 318` iMllll At #DUO S4EA1n114, 1/2' f41 1US1µtAllU1 NG ERECII(AI&F 1NE IPPASS. PEAMuENT, ND IS CF 1+12"Ef µt;109*f SIMESS 'fALIES, ALL !µ+IES USED Of IGP CI#CA'0 SPLICES APE 0101 MECCw/EMGEG 10 G_CUP 114011; MOIMALL CO&PACING MENtA&S SPACED 1G' D t INA/;. IEMPCNAPI TWACU4 SM &L;8E WIF tfi ACCCJGNtiE Biln FDP 0921Q,APE BASED 04 INE LAIESI EDITIOU CF THE 114- GI PEC IL'I ABOVE A 601TSM CMCAG 5PL.ICE. UAE>S 015111)ClUtPMISE. CWNfl11 IPI SPAL14OG AIG EPECilus P'41LICATIG15. I 100AL DESIU)S]AIGM"P1480WO at THE MAI)DUAL 71 V-krOD APPAOIAL It4lBERSUBC 2342, fnA TCB 7014. SKV 11) ALL CCW44SSIGI COCK MEMBERS ASSLOCO 10 5E CG0111#-A;0S11151 TnIS CESIGM CU1T44A5 10 EtPJENT IPI DE51511 SPEClf1CA- FC1Rf5t PAOCAKIS A55CCIA11011 7261, OMA FILE 56-126 BRACED BI EITHER 3/11` 111IN.1 FLINZ;,D S/EAIHIID. 1/2' flub FUM METAL PLATE CL41FECIEG 1M1rID)MESSES NO 21 TNI$DESI&J IS BASED 1A1 UARf CG81E00P PLATES UIL+ el THIS ]AJSS NAS BEEN OESIalED FOP THE LGAGIIG WWII :Mill I ONINALL OR&RAC 11D MEMBERS SPACED AI 16, 0 C. f1UALIT/ SIA1DARGS F;,n tAUSSES. 31 CO4ECTGA PLAIES SIZES ARE BASED 011 A/IAL F[ACfS OA,I. 011]HIS OAA14EtG. INSIALLASIGI ND USE SHALL CONFORM SMA/l, ULESS 010TED OTIEFMISE. 161 110 ME14EA OF THE 11*6S MAI 1E CUT OR f4WIFIEO Lit Nff MAf. 41 CO%ECIGR FLAFE SIZES ARE CALLED D'JS MlGIH iACRCSS AOISi "ITh THIS DES{01f 14) ES IIDICAIES 6EAPIUG LOCATIGI. 171 SPECIAL MAUDLIUO CAPE SMGF.O EE 1AK111"1108 SMIPPI11%M 84 LEnutn Iµ0016 Sl als5 A110 TIE JPHIIIAT101i if TME Sr Tt11S OESttiU IS APPLICABLE TO SMORTfP SPAM TfR/55k+Of ERECTiG4 Of IF05,SES SEE nib-111 FDP PECTA4E/DA71014S Slif CALL Oil is Itt �E_jIt-E1 E1E LE1WTn IFIIITI&M.�OFQ110 MID -CGIFiGURAt[Gtl AIM l0461116 SPECIFIED BF FABRICATOR -ADOITIF4IAL PLAIIU1,FIA HAllrA 113 LRUSSES IS PESPOUSIBILITF OF FABRICATOR. -TUIS TPtISS 15 DES14tifG COUL'F FOR THE LOADS S401l1. MO'WISIO14 FOR THE PREVEtillbll OF PUx1I11G MUST BE 14AOE NIO IS TIOT THE AESPOI1Sl6ILiT'V OF THE (RUSS FABRICA10P OR Cl.AR7. NI11CIPATE6 MR110)1AL MOVEREUT %XIDER TOTAL LOAD - .254- 3-5-13 S-0-0 AM 2-9-11 6-4-4 6-4-4 9-8-3 5-4-I1 5-1s-3 PAIN 1-5-14 r2 i2 12 12 142 r2 1-5-14 Wax Height 9-10-3 74 PLF 72 'CJ 6 `�5 shy 272171 7 470 4101 4 r i 344 3391 ` 001 s2 'r zzzr mgr 6 p f far i Io 11 1� S 6 I $25# 1270 7,041 1601 620 b 594 243 111120 5* S7SS1 13 8167 13.51 49% S 11 4 f +��1 7x8 314. 3%4 9x8 3x4 3%7 b 20 PLF 12 1-0-0 6-3-8 6-4-4 6-4-4 6-4-9 0-7-8 LDING TYPE: Encloed tlat s-4-0 rz rz 02 r2 02 1-4-0 46 CODIE: Standard Building Cooded(SBCCI 1991} 37-0-0 WIND SPEED: 110 mph MEAN ROOF NIGHT: 15' TRUSS LOCATION: (Se) area NET WINO PRESSURE BASED ON DEAD DADS SHOWN BELOW UPLIFT CONECTION REQUIRED: I , * AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: i Maximum deflection occurred at bottom joint 143, Maximum Live Load Deflection of .347' I6/16)I Index-.281. (L/5280) Maximum Total Load Deflection of .544' (9/16), Index-,294, (L/816) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSFI TC LUMBER TRUSS: -37'0' HV-19 SPEC T-SO DMG, r ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2x4 r2 08 SP ` ENG, FGR: TRUE TRUSS INC - SD5 154-14 1801 S. GSW PKWY. 8C LUMBER PROJECT: CENTEX 3708 A d DATE: 25 Feb 1993 GRAND PRAIRIE, Tx 75051 7'4 DL TC 7 2X4 r2 DS SP OF (214) 660-3940 -PLATE AREA:-' INC. FDR STi LL BC 0 WEBS LAYOUT t0: 582 33,33 OL BC 10 2x4 N3 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY UE NOFFO 1113 11 LWOEA SHALL BE OF THE SPECIFIEG MIIIIM'JM GRADES. 5! CDIx1ECIOM RATES SHALL BE IUSIULED 5141EIRICALLI 011 SO) All IEUSI01,CHAIND MEMBERS A•:S•.AEG 10 BE CONINANy.15LI IA! / 11101CAIES LATENAI BMA'-IMG MERGER (/I4 MITI.) SPECIES. NIO TBS MAIl WJN MOISIUME COIIiEUI. :IP S'JCH THAT THE J01/1T GGACEG 6•EIUIEM J/B" .MIDI PL•NOJO SIIEAIHINO, 112- 14) 111SIALIATIGII AIB,EI.EL11:11 GF i,E lGJSS. PEFHA+EUI. NG IS Of nl QPWP ALLONABLE SI NESS IAL UE S. ALL !ALLIES USED 6, ICA CISCAG SPLICES ARE NOT PECGMIEMOEG 10 GCL'l1P Will- WIWALL W 6PACIIk:MEMBERS SPACED 1G' O C IMAI;. IEMPCTSAP• BRACHIS St-'"G BE wAlt Ill ACCGPGAIN:E Nlln FOP OE SI GH APE BASED CA i+E IAIEST ED T IOII GF Int NA- GIPS C II'• ABOVE A BOITGM CHL4415 SPLICE. :*NESS WILD GTnLPNISE CUFNEII/ IPI BRACING A1L LPECilUl PUBLICAIIGMS. Too GEST Gil STAIIGARDS PUBLISSED B• IrE I/ATIINIAL 71 V-2000 APPRWAL 1IJMBERS. ;IBC 2342. Fr1A 1C8 2014. SBCC 111 Alt CGMPRESSIGJ CrIGRG MEMBERS ASSUMEO TO BE CCWM1NJOVSLn5, In1S Ek SI GII C040OPM5 1G C'JFWIII TP[ OESISH SPECIFICA- FOREST PNOGUCIS ASS:.CIAI IGIH. 7251. UDCA FILE M-125 BRACEG BI E11HE11 3,10" :Milt.% PLIN;,GO SHEA11111G. I/2' I,C44 FGR MEIAL PLATE CLIE4.CTEG MOOD TRUSSES Nfi 21 THIS DES16M 15 BASED Oil CLAW CGI4ECTOR PLATES OIxY el THIS IRJSS HAS BEE1M GESIGIIEO FCR THE LGAOIIG SHOWS IM111.1 DR/MALL OR BRAC111G MEMBERS SPACED At 16- O.C. QUA 51AIGAADS Fr^ (PUSSES. 31 C6NECTOR PLATES SIZES ARE BASED a1 A.11 Al. FORCES 01It I. Oil 1.15 OR ANIl6. 1115TALLATIGII AIG USE SHALL CC14FORM IMA/1. UIESS IIOTEO 011EPNISE. 161 IG ME M6EA CA THE WJSS MAI BE WT GR MODIFIED IN ANI MAI. 41 CONS EC T Cil PLATE SIZES APE CALLED WI NIOTH 4ACPOSS SLOTS, NI TN TNJ S DESIOII 12) ® IIBICATES 6EARIIN LOCATIGII 171 SPECIAL HAAANG CARE SHOIAO BE IAMEII"114 SHIPPING MAI B'I LEIIGTn IALOIG SLGTS., AG T1,OPIENTA11011 OF THE 91 T.IS OESIGII IS APPLICABLE lO Sr10PIER SPATS TWJSSES OF EPECIItlI OF TRUSSES SEE nIB-a/ FOR PECO,"IOATIONS I.ALICAir -CGIIFIGURATICAI NO LOADIIIG SPECIFIED BY FABRICATOR -ADO[TICAIAL PLATIIIG FOR HAIGLIIIG TRUSSES 15 PESPOIISIBILIIF OF FABRICATOR. -THIS TRUSS IS DESIGNED GIILY FOR THE LOADS 511011111. PPOVISION FOR THE PREVEUTION OF FC1011IG MUST BE MADE A110 IS IKIT THE PESPO11SIBIL114 GF THE TRUSS FABRICATOR OR CLAi. -NITICIPATED HOFIIZGITAL NOVENEIIT UIOEP TOTAL LOAD - .276' 3-5-13 RUN 2-9-1/ 5-4-4 5-4-4 5-0-0 5-0-3 4-8-11 5-3-3 RUN 1-5-14 /2 12 12 02 /2 12 1-5-14 Max Height 6-10-3 74 PLF 771 12 d 8 3831 3711 396E \ 3601 302E `� 3591 12 6*ob 3"rI 222E \ \ 1841 6 15 1181 , 0 2+ 1581 1571 1241 1481 721 0 2x3 5F�0 591 1712/ 1711/ (3.5167 I e1 c 13,5149% �I 1 1 7x9 3x4 5x830 3x7 31111 2 20 PLF 12 6-3-8 10-8-8 5-0-0 7-4-8 7-7-8 /2 02 r2 02 BUILDING TYPE: Enclosed Residential f-4-o 37-0-0 1-4-o CODE: Standard Building Code (SBCCI 1991) QZ WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW A UPLIFT CONECTION REQUIRED: 1OZ12) # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 13. Maximum Live Load Deflection of .331' (5/16), Index-.268, (L/1341) Maximum Total Load Deflection of .519' (8/16). Index-.281, (L/855) A P,,lI. -3-23-q3 01W _&ry CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-17 SPEC T-1I OWG. 1 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 90 2X4 Y2 DS SP ENG. FOR: TRUE TRUSS INC - SOS 15,94{p 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 _ 7'0 OL TC 7 2X4 02 Ds SP OF 1� LAYOUT ID: (214) 660-3940 PLATE-AREA1- -- -INC-FOR-Stl LL BC 0 WEBS _ 544 DL BC f0 2X4 13 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 IOTAI. 47A FxCFPT AS MAY HE Hi)IFCI 1/8 lI� A? LU14KR SHALL BE OF THE SPECIFIED MAIIIW-44 TRADES, 51 CGXECIOR PLATES SHALL BE 114STA.LED SIMIEIRICALLI 011 101 ALL 10151011 CHORD ME4eEP5 AS5:XEO 10 BE COIITIIA"JSL 131 b IIXN[ATES tAFERAt BMACi1G IEMBER 1104 MITI.) SPECIES. MA 191 MA/IMUM MOTS I--F4C01nE11. OR SIX THAT THE Jaron SAM.10 Br EIIEA 31b" .4110 R.Iu00D SHEATHNA3. 1/2' 141 111STALLAIla1 MG E&EClla/GF THE ll O%S. PEFAUJEHT. MO IS GF nI G,ER ALL:.XABtE SIPESS "At*S. ALL /ALUES USED 6: 1 G CHC-PG SPLICES ANE TGT RECOwEHGEG TO GCCUR Will; GRIMALL GH BRACIIRG MEMBERS SPACED IG' 0 A INA/:. 1ENPCRAP. BHAC IIA.111116 bE UCAE IU ACCGFGAIICE MIIH FOR DESId4 APE BASED O4 THE LATEST CUIT1311 GF THE IIA- DIMECIt'$ADO-WE A BOTTOM CHORD SPLICE. •a LESS IGIEO GIHEMMISE. CUPREItl IPI BRACIIG MG ERECTIGII P_XK)-Al"A Si INITIAL CES GR STMGMIDS PUBLISHED BI THE IIATIC41AL 7, Y-2000 APPROVAL MJMBERS: LAIC 2342. FnA ICB 2014. SBCC 111 ALL COMIMTESSIGH CHGRG MEMBERS ASSUMEG 10 BE Cf1N1I1-U.l5LH5l IH15 EFSI"C010OHMS 1:C'.WXRE111 IPI OESi511 SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOLA FILE 66-126 BRACED 81 EITt{u 3/B• Mltl.) PLINGCD SHEAIN ISG. 1/2' iIM16 FGA IMET AL PIAtE CUNECIED HOCA TRUSSES MO 21 THIS DESIGN IS BASED DII CLARI CC44ECTOR PLATES GEY. BI IVIS TRUSS HAS BEEII DESITXEO FOR THE LOAOIIG SHOWN WITH.) OR WALL W SPACIIIG MEMBERS SPACED AT t6' 0 C. OUAl1Tf S1AIGAROS FLR IRriSES. 3) C(WaECTCA PLATES SIZES APE BASED OI A$IAL FORCES 01.1. O/THIS DRAMIIG. IIISTA_LAII011 NG USE SHALL COIEOAM IMAM, UILESS IROTEO OTHERWISE. 161 1G MEMBER GF TIE 110ISS MAI BE CUT GR MODIFIED ill ANI MAA. 41 Cal aEC T GR PLATE SIZES ARE CALLED OUT WIGTH iACAGSS SLOTS) MIIH I"IS DESIGN 121 ® IIIDICAIES BEAR T IG LOCATIOI. 17) SPECIAL 1WGL TIG CAFE SHOULD BE TAMEST DUAItAl SHIPPIIG MIO B'0 LEIGTH 1ALOG SLOTS: MG It& ORIENTAT144 GF THE 9t THIS DESIC41 IS APPLICABLE TO SHORTER SPAu TRUSSES OF EREC T IGtR OF IITUSSES SEE HIB-91 FOP MCC401EI40ATIGIIS -CWIFIGURATTGa1 AID LOADIIIG SPECIFIED 8F FABRICAIGR -ADOITIONAL PLATING FDR HAIC•L1NG TPUSSES IS PESPOIISIBILITY OF FABRICATOR. -7H15 TRUSS 15 DESIGICD WILY FOR THE LOADS SHOW11. PPOVISION fOR THE PREVENTIOII OF PWDIIx;MUST BE 14ADE A110 IS Ix1T THE PESPWISIBILITF GF THE TRUSS FABRICATGR OR CLARE. -AIITICIPATEO HORIZOIITAL MOVEMENT UIIOEP TOTAL LOAD- .302' 3-5-13 3-6-0 3-3-0 RUN 8-0-3 3-3-0 8-6-0 5-4-8 5-7-8 RW 1-5-14 /2 /2 02 02 1-5-14 74 PLF Max Height 6-10-3 12 Q 6 250E 3511 3611 3191 7 3520 �fs 3x4 3x1 Srt 3961 6 311E 1188 I �\� \��\ M 128f 1316 1300 174/ 1061 2x3 \�� \\� 591 WIN \\ ��• . 17121 \70 17110 13.5167 T In 77 ......-- I 0 13.51 49% 1 7x83IIB 5x6 3xB 3x7 I, 3><11 -�2 12 20 PLF 6-3-6 6-8-8 6-6-0 6-6-0 11-0-0 /2 /2 02 12 t-4-0 37-0-0 1-4-0 /� BUILDING TYPE: Enclosed Residential AL1 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF MIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: ICG # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .337' (5/16), Index-.273, (L/1318) Maximum Total Load Deflection of .528' (8/16), Index-.285, (L/841) d 2GV- 7-23-q3 O&V (-�,E -2Z`13W'1no w7 ogiu-___ _ IH-1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER '; TRUSS: 37'0' HV-13 SPEC T-13 ONG. ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 DS SP 6p � ENG. FOR: TRUE TRUSS INC - SOS 154 1601 S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 nn GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X4 Y2 OS SP LAYOUT ID: 7�j OF /� 1214) 660-3940 PLATE AREA; INC. FOR STC LL SC 0 WEBS — 542 OL BC 10 2X4 03 SP ADDRESS: -- MEMBER TRUSS PIAIE INSTITUTE 33.33 10TAI 47 1..rpn1 nS tfAy fn It'If U S1/8 11 LUMBER SMALL BE OF THE SPECIFIED MIHIMJM GRADES. 61 COBECTOM PLATES SHALL BE IIISTALLED SfwEMtICALLI 01 10) ALL TEI1S1911 CHDAD MEMBERS ASSUMED 10 BE COIN IIAO'JSL1 131 / 111I)ICAlES LATERO MACIHG MEMBER 11x4 MIH.) SPECIES. NO 191 MAAIM'JM MOISIJRE COMEMI. OA SUCH THAT TIE JOINT. BRACE&B1 E111ER 3/9' :MIH) PLIMOOD SIEAIHIIQ. 1/2• 141 111SIALLAUCA4 A111,ERECTIUI l THE TA.'JSS. PEPMAIERT. AO IS OF nl Go EP ALLOWABLE SIALSS VALUES. ALL IALUES USED 81 TOP CnCPD SPLICES ARE HOT RECOIHMEHOEG le GCCUIP IMIll# NR'1MALL OR BRACIHD MEMBERS SPACED 161' a G IMAA;. I1,14MOPAR1 SPACM1i S1ICAAG IE OGE IH ACCGPGAICE 111111 FOR DESIGtI APE BASED Wt IME LATEST EOITI01 GF TWE IIA- GIRECT1.1 ABOVE A BOTTOM CnOPG SPLICE. UIEESS IgTEo GLEPMISE. CtARKIll IPI BRACING AID LPEtilut PJBLICAIIGIIS. I TONAL GESIGH STAtDANDS PJBLISnE0 Of IME HAIIOI/AL 71 V-2400 APPROVAL NUMBERS: USC 2342, FnA TCB 2014. SBCC 111 ALL COMPRESSIUI CnURO MEMBERS ASSUMED TO BE CtrN11AAYJ5Ln5, [HIS DESIGN COFORMS 70 CURREMI IPI OESIGI SPECIFICA- FOREST PAOEA)C15 ASSOCIAF101 7251. SOCA FILE 95-125 BRACED B'(EITHER 3/8' 11410.) PLYWOOD SEATHIHO 1/2' IIGB FOR METAL PLATE CIAEECIEO MOW IRL95ES MD 21 THIS DESI61M 15 BASED 01 LIAR/CGEECTOR RALES DAILY. W THIS TPJSS HAS BEEN OE5161E0 fW 111E LDAOIIIB SMOMM 14111,1 Tri/MALL W BRAC Ii1G MEIIBEPS SPACED A7 l6' S C. G1A11T1 SI t1OAPD5 iJl TRUSSES. 31 COAECIGR PLATES SIZES ARE BASE&0/AFIAL i0PCE5 OtH. tri THIS OeAMIIO. IIISTALIATitrI 144 USE SMALL LtrfOtM 1MUAl. tr1E55 IgiFO OTHERWISE. 16) Iq MEMBER OF THE IWSS MAY BE Cul ON MODIFIED IN MFA MAY. q Cot ECI OR PLATE SIZES APE CALLED alit WIDTH IACRGSS 40161 MIT"THIS DES104 121 ® IIDICATES SEARDIO LOCA1101. 17) SPECIAL HAIOLIJO CAPE SHM O BE ImEN OURItq SHIPPIHO M Si LEHOTn IALOIO SLOTS, AIM THE 011111NATIOM OF THE 91 THIS 0661611 IS APPLICABLE TO SHORTER SPAR TPUSSE6 OF ENECTIOH OF TPJSSIS SEE n1B•al FDR PECG4IEIDA11011S -CGIFIGURATIGI AMOLOAZIIW SP CIFIED BY FABRICATOR -AODITIGIAL PLAIIIIG FOR 1141401-1160 TRUSSES 15 PESPOIISIBILITI OF FABRICATOR. -THIS TRUSS 15 OESIGIIED DILLY FOR SHE LOADS SHOWI. PPO'/ISION FOR THE PREVEt11I011 OF PGIOII1G MUST BE MADE At0 IS IIOT THE RESPONSIBILITY OF THE TR1155 FABPICATGP OR CLAPI. -AIITICIPATED HOPIZGITAL HOVEWERT DOER TOTAL LOAD - .301' 3-5-13 2-10-0 2-10-0 RUN 2-9-11 4-6-6 5-8-0 5-13-0 4-4-8 4-7-8 RUN 74 PLF 1-5-14 /2 /2 /2 /2 92 /2 /2 1-5-14 Max Height 5-10-3 12 I:zl 6 2791 3150 4191 3140 2679 M L A M M 12 / 3x4 3x4 2781 3220 3x4 1 \ \� 222/ 'Bo' AMA V a 2x3 1081 1046 1t3E 1130 1460 861 In \ m 590 17At 120 I i u 17110 13.5)67 1 7x8 3x8 3x4 5x6 3x8 3x7 =� 13.51 4916 3x11 �2 12 20 PLF 6-3-8 4-8-8 5-8-0 5-7-8 5-8-8 9-0-0 42 02 02 02 /2 1-4-0 1-4-0 37-0-0 © BUILDING TYPE: -Enclosed Residential CODE: Standard Building Code (SBCCI 1991) Q2 WIND SPEED: 110 mph MEAN 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: 1 Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .407' (7/16), In0ex-.33, (L/1091) Maximum Total Load Deflection of .638' (10/16), Index-.345. (L/696) Q 2cv 1 3-23-q3 02K/ L RAY -22_`13 L_i 1 nD fY,\w S ---- G--1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF)V�000 2- TC (UMBER 0-0 LL Tc 30 TRUSS: 3710 HV-11 SPEC T-14 D�� ALPINE ENGINEERED PRODUCTS Inc 2X4 02 DS SP , , ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY. 7 8C LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 OL TC LAYOUT ID: GRAND PRAIRIE. Tx 75051 7'0 _ 2X4 Y2 Ds SP OF �Q (214) 660-3940 PLATE -AREA; __ -TNCFOM STL LL 8C 0 WEBS / 584 OL BC 10 2X4 03 SP AOORESS: -- MEMBER TRI)SS PIAIE INSIITUIE 33.33 101 At 47 SCALE: r-Yt'II�I A9 MAY ttr r1rIIHn 1/8 (gyp If LU14EA SMALL BE OF THE SPECIFIED M1141MJ14 GRADES. 01 CGIEECIDR PLATES SHALL BE IIISTALLED Snr4EIAICALLf 014 10) ALL TE11SI-,)N G41lRD MEMBERS ASSUMED ID BE Cil111111UQff'Lf 13! / INDICATES LATERAL IWACIIN:MEMBER [IAA MIH.) SPECIES. MID 19%MAAIWJM MDISfLAE COIITEIII. OA S'" THAT THE .3110 BRACEG 61 EITIEM 3/8" NMNI! KINO3D SHEATHII.. 1/2' 141 WSIALLAIIG4 AMG EGECIICAI GF THE TrOJSS. PERMMEIIT. MG IS OF n1GHEP ALLUNABLE STPESS'IALUES. ALL fALUES USED al MGP CnCPG SPLICES ARE 0101 PECCAMEl1OE0 ID OCCJP IMAM; INR-WALL 1114 BPAC114G KNKFIS SPACED it;* A.C. IMAM. ItHPCAAP, DPACI/1G SnO.LG NE OCAS 114 ACCC4WW0E M/ln FOP DESIGN ARE BASED 014 In(LATEST EDITION GP ItIE IIA- OIPECTL'I ABOVE A SOITGN CnOPG SPLICE. :%LESS NOTED OTHEPMtSE. CUHPEIIT IPI BPAC114 M4 tKOICf1 PJOIICATIC2IS. IIDUAL GEStGI STMIGAHOS PUML ISnED 80 THE NATIONAL 71 Y-2000 APPROVAL tf-NKFIS: UMC 2342. FnA TCB 20tH. SOCC 11) ALL CGWAESSIG44 CrPCM MEUDERS ASSUMED TO Of CG41I1/JWSLn5l )"IS DESIGN COIAFGIWS 1G[UAPEIMI IPI OESIGII SPECIFICA- FOREST PRODUCTS ASSGCIAIMOI. 7251. BOCA FILE 86-126 SAACEO BI EITtEA 3/8" IMIW) PLfWCkO SIEAIHIIIG. 1/2' 115145 FOR METAL PLATE CGHECTEG 00,01)TRUSSES MIO 21 THIS OESIGN IS BASED 011 CLAAf CGINECTOR RATES GLY. a) THIS 11YJSS HAS BEEN GESIGIED FCA THE LGAD1116 SHCNIN 114111.1 ORIMALL OR BRAC114 MEMBEAS SPACED At I6' 0 C. OUALIT'I STANDARDS FGR TRUSSES. 31 CONECIOA PLATES S1 ZES ARE BASED ON AAIAL FORCES dl"f. ON THIS DRAMIIO. IHSTALLATIDU MIG USE SHALL C014FOAN WAIF. UtESS 1101ED OT.EAMOS ISE. IS) 110 MEMBER DF THE IRS MAI BE CUT TA MODIFIED/N M/V"A'f. 41 COIECIGA PLATE SIZES ARE CALLED OUT MIGTN IACAOSS SLOTS) 101TH THIS DESIGN /2) ® 11O1CATES BEAR1110 LU:ATIGIV 171 SPECIAL HM4L1110 CAPE SHOULD BE IAMEII DURI14 SHIPPITIa AISO Of LENGTn IALO16 SLOTS) MB THE OPIEHTAT/014 GF THE Be THIS DESIGN IS APPLICAOLE TO SHORTER SPAM TRJSSES W EPECTIGI OF 1FJSSES SEE n12-21 FOP KCCNEIWATIO142 -CGICIGURATICJI AND LOAG116 SPECIFIED Bf FABRICATOR -ADOITICi1AL PLATING FUR HAIC-LING TRUSSES 15 PESPOISIBILITY OF FABRICATOR. -TI11S TRUSS IS DESIGt1ED OIILY FOR 111E LGADS SHtOW11. PROVISION FOR THE PREVEIITIOH OF PGIDIRIG MUST BE MADE AIIO IS 1101 THE RESPOUSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -AI111CIPATED HORIZC441AL MOVEMENT AIDER TOTAL LOAD - .322' 3-5-13 3-4-8 RUN 5-6-3 5-2-2 5-3-14 5-3-14 5-2-2 3-7-8 RUN 74 PLF 1-5-14 02 02 02 1-5-14 Max Height 4-10-3 12 Q 8 396• 3891 3941 3891 3161 i ♦ i i i 1a '\ 2480 3x4 N -f;t(P 322# i s1T7 + 1230 2*5 Ile* 0 2x3 i 1401 132/ 106• 1450 1200 660 i 590 t 17120 01712013.5167 i 7x8 3x4 3x7 3x5 3x4 3x8 (3.5149X 31L11 2 12 20 PLF 5-3-8 7-10-10 5-3-14 5-3-14 5-2-2 7-0-0 02 02 #2 02 1-4-0 1-4-0 37-0-0 BUILDING TYPE: Enclosed Residential Ji CODE: Standard Building Code (SBCCI 1991) Q2 WIND SPEED: 110 wo MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LQADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 10:26B M AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint #4. Maximum Live Load Deflection of .494' (8/16), Index-.4, (L/899) Maximum Total Load Deflection of .773' (12/16), Index-.410, (L/574) RECOMMENDED CAMBER: .42' 0UU AR F— mw.a �(�L►�11L�_ _ �, CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: - 37'0' HV-9 SPEC T-15 DMS. 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC2X4 #2 DS SP ENG. FOR TRUE TRUSS INC - SOS )54/4 1801 S. GSM PKWY. 30 BC LUMBER PROJECT: CENTEX 3708 A " DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X4 02 D5 SP I�OF '� (214) 560-3940 PLA TE AREA:- - INC R FOSTL LL BC 0 WEBS LAYOUT 10: MEMBER TRUSS P1.AIE INSTITUTE 594 33.33 OL BC 10 2X4 #3 SP ADDRESS: SCALE: h 10TAl. 47 EXCEPT AS MAY UE Nfi11FU 1/8 11 LUMBER SHALL BE OF THE SPEC01fD M10114tM 6RACIES, S. CO4EEf OA PLATES SHALL GE IIISt,k LEO S1M4itRICAL0(11 10) ALL TEftS1ON CIAMil MIWIH.RS ASS'"O 10 BE CU111140PA, SPECIES, AIG 193 MA/IVR MOISfUK C.'ANTEIO, OR S-e"THAI TIE .AT)N1 BRACED ar flitto 3!B' :MHN PLIwX0 5HIATHII14, 112' lk IS Cf Alil"ALLOMAOE SIPESS'tAtUE5„ ALL AALOES LUO 6; ICF CHGY.SPLICES APE"of P ca"I"r,TO DC" Miffs LA10ALL TIP 6MACIIG MIWEPS SPACED OO' 0 C. MAA;, IEMPCAp.. FOP DESIOM APE GAUD Olt t1E LATEST EDITION OF THE UA- DIRCIL,ABOVE A Bot TOM CHdG SPLICE. :Atf55 10DICO GtHEPWISE CIIPHEfil 01,11&AA,., 110MAL G15140 STMGAP05 RAILISHEO$I T1E IMTIOIIAL 71 I-2COO APPPOYAL frJWEPS: LWIC 2942, FHA TCO 2014. SBCC III ALL CD1WRSSID41 tnC**MEMBERS ASS70410 TO TE CONIII?-VJUII% THIS IA$101 EGff ONS IV FORST PAWAXIS ASSOCIATIOt1 7241. BOCA FILE 66-124 BRACED Of EIDER 316' 'MIH.) PLI*Xk SHEAI#014. $12' ilrAl5 FDR KIAL RATE C(HrECILY 2) THIS OES041 15 BASED Oil CLOT'COMIECTOR RATES Ott- B) THIS TR'.XSS HAS SEN DESIGIIEO FCA THE LOAOlf16 SiOM iMTH.I OPOALL OR BRACING MEMBERS SPACED AT /6' O.C. WAL111 SfAI*AROS FGA IA"S, 3+ COEECIDA RATES SIZES ARE BASED OI AFIAL FCALCES Olt. OT THIS ORAMIf*. IUSIALLAT1011 MID USE SHALL COEOW 'NA!}. UNIESS$$DIED OTHERWISE. 161 110 MEMBER CF IME [ROSS MAI BE CLT OR MWIFIEO... 4) COtECTGFI PLATE SIZES APE CALLED WJI WIDTH iACPCSS SLOTSi WITH 1015 OESUVI it) ® 111DICATES BEAP100 LOCATI011, 17) SPECIAL HA1tt1111)CARE S1+0ULO BE IAKEi1 FAAf116 StIPPI116.. $I LENGTH IAL0146 SLGISI AYG THE 0010TAT1W OF THE Ili THIS DESIC41 IS APPLICABLE TO S OTO ER SPAN TPTSSES Of 0901041 of IF46SES Ti#f 1176-BI FOP IECT4BEl4AAT1OLe -CGIFIrk TICAL ATG LOADIIIG SPECIFIED Of FASAICAfFA -PEPETITIYE MEkKFI STPESSES NOT USM -A0DtTIGIAL PLATIIIG FOR HA1EA NIG ITWISSES IS RESMISIBILII(OF FABRICAICIA. -THIS TITUSS IS DESIG[ED GITLt FOA THE LOADS 511011, PFOYISIM FOR If* PREYENTIOIt OF PUIDIIIG MUST BE NAGE 140 IS 1187 THE RESPOtSIBILTTY OF THE TRUSS FA8PICATGR OR CLARt, -ANTICIPATED HORIZCFITAL 14WENENT LAUR TOTAL LOAD .157' RUN 1-0-14 3.3-2 6-8-2 6-3-14 6-3.14 6-2-2 5-0-0 RuN 14 187 135 74 Ftf 1-5-14 02 02 2x4 2x4 2x4 ♦2 1-5-14 7-G 0 32-t-0 max Height 3-i0-3 1291 921 102 785E 9431 6540 844E 6830 12J t } '�16 !'tom' !!j 2481 j 5 4x4 7x3 4x4 7x0 I i7�f f 128f _ M 2x3 i 877t 3181 22110 2191 3750 470 O f 7 59f 31790 13.5145 33770 *I 90 5x4 8x7 5x5 XIV 3x6 13 5148x 3x01 .,.2 12 45 35 20 PLIF 6-3-6 5-10-10 6-3-14 5-3-14 6-2-2 5-0-0 r --26--��—` 17-0-0 7-Q 4 82 b-0 10-4-0 1-4'0 5141 2200 i� BUILDING TYPE: Enclosed Rufdontlet W CODE: StwW&rd Building Cock (SBCCI 1991) WIND SPEED: 110 #ph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) ares NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: —BOU.. B AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE, NO trUSSeS; i Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint 014. FASTEN TOGETHER MITTt 2 Members Required Maxiaua Live Load Deflection of .534' 19/161, Index-.433, IL/8311 TOP 006 NAILS 12"D-C, Maximum Total Load Deflection of ,837" (03116), Index-.452, (L/530) PDT IOW NAILS 12"o.c. flECOMMENDEO CAMBER: .45' T ` ►? Ju/v vWE6 100 NAILS 12'D.C. KT+ FASTEN AT OR NEAR ALL PANEL POINTS, _ 0'ey 3-7.2-93 W1nD�tn 00 NOT NAIL OR BOLT THROUGH TRUSS PLATES. � PLATE TYPE: D.C. SPACING LOADING 1PSF) TC LUMBER Tt1U5S: 370` HY-7 SPEC T-i6 G. 0 °noo 2-0-0 LL TC 30 2X6 IMI 09 SP ENG. FOR TRUE TRUSS INC - SDS ,5f DL TC 7 8C LUMBER 2X6 Yi Ds SP PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 JOF ILL BC 0 WEBS LAYOUT TO: � - 11 10 2x4 13 SP AOOnESS: Sc, It LuIBE'W,SHALL BE OF THE SPECIFIED 141NIMJM GAAOES. 61 COIPECIOR PLATES SMALL 1f IIISIALLEO SMIMEIPICMLI DU 10) AL IE/ISION CH01C MES"IlS ASSLOEO 10 6E LVIi IIUOUSL I IN 14' INDICATES LAKIIAL BAACMx:MEMBER 1144 16114.1SPECIES. AND In MAAi MJM MOISIU .FCONIENI. OR SUCH 00]NAI THE JOINT BRACED 81 EII.EA 3/6' .6411/) PLNM0SIEAIHIIIG. 1/2' 14) 11151ALAIIGI A1C EF.ECTIUI GF THE IPJSS. PEANA16.41. AND IS TIF , ALL"ABLE STRESS VALUES. AL IALUES USED 61 TOP Ch(PG SPLICES ARE IDT PECOMfNOEG TO 0C-C'JP (14111: IAIWALL OR BPACIM:MENBEPS SPACED 14' a IMAI;, IEMPCAAPI SPACIN SC JE OG aG IE 111 ACCC4LFHCE WITH FOP DESIGI ARE BASED 091 IME LATEST EDIT10to GF IE NA- GIPECIL'I ABOVE A BOTTCM CHORD SPLICE. :#KESS NOTED G(MEAMISE CURRENT IPI SPACING NO tKCTIUI PVALICAiiGS. I TONAL CESIG/STA14CAMM P'JIKISMED BN THE 14ATICIIA 71 V-2000 APPROVAL t*JNKRS: UBC 2342, FMA 7Ce 2014. SBCC 111 ALL CC+4'MSSIGI[ACRO MEMBERS ASSUMED 10 OE CGITIIFJVJSLIISI THIS GES14N CONFORMS 1:CtF+Kt] ]PI TIESISN SPECIFICA- FOREST PA06UCIS ASSGCIATIOIS. 7261. BOCA FILE 66-125 BRACED B/EITHEA 3/8• '#3434) PLVWO60 SMEATHJNG. 1/2' AGNS FOR IEIAL RATE CG#ECTEG POGO 1RLSSES AND 21 THIS DESK*& IS BASED Oil CLAM CONNECTOR PLATES GKV. BT THIS TWJSS HAS BEEN DESIGNED FGA THE tGAOING SHOWN 04111.) U .) DAULL OR 6AACIID MEMBERS SPACED AT 16' D.C. 0091-111A llI SIAIDAADS FTAUSSES. 31 C(I#ECICA PLATES SIZES ARE BASED 0RC /AXIAL FOES O&$. 011 THIS DRAWING. IIISIALATIGI AIC USE SHALL CG1FORM IMAX). UIKESS 1DTE0 OTHERWISE. 161 ID ME16EA GF THE MMJSS MAI BE CUT OR MODIFIED IN MCI HAW. 4) CU"ECTCA PLATE S12ES ARE CALLED OUT WIDTH IACAGSS SLOTS) PN.IT"THIS DESIGN, 111 ® INDICATES BEAA114 LOCAIIGPE I. 171 SPECIAL MAIN)LI00 CAFE ShOUI0 BE IAMEO"114 SAIIPPIIU AND BY LENOTN (ALONG SLOTS) AND IME ORIENTATION GF THE 111 THIS DESIGN IS APPLICABLE TO SMDATEP SPAM TRUSSES OF ERECTIG1 OF TPJSSES SEE Ht0-91 FOR PECIaMMENDATIMIS -CCOIFIGURATICAI MO LOADDIG SPEC FIEO BY FA ICATOR -REPETITIVE MEI/BER STRESSES ROT USED. -AODITIGIAL PLATHIG FOR HAIGLI116 TRUSSES IS RESPO161BILIlf OF FABRICATCA. RUN 3-7-8 3-4-8 3-6-0 3-6-0 3-4-8 3-7-6 RUN 1-5-14 02 02 02 02 1-5-f4 166.5 74 174 PLF Max Height 3-10-3 A-0 14A-0 129E 129E 12 6 546/ 583E 5460 12 m N ^ 24.YBE \ 248 /\123/ 3E 0 1 661 6621 1584, 6621 661 m ,I, m m 2015# 20150 (3.5179% 13.51 7911 3x4 3x4 3x9 fixe 3xg 45 20 1 20 PLF 7-0-0 3-6-0 3-6-0 7-0-0 7- -0 14-11-0 12 12 5140 6140 1-4-0 1-4-0 21-0-0 A BUILDING TYPE: Enclosed Residential [t1 CODE: Standard Building Code (SBCCI 1991) a2 WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: SOTt B AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: i Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .184" (3/16). Index-.262. (1/13701 Maximum Total Load Deflection of .288' (5/16). Index-.274. (L/875) s� 12". 3-2-3-q-3 DW t,),r\D rr�w-T kiU CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0" H-7 T-17 ONG. 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 12 OS SP ENG. FOR: TRUE TRUSS INC - SOS :5tI(P 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7'0 OL TC 7 2X4 Y2 DS SP )7 OF (214) 660-3940 PLAT9-AREA: -INC-FOR-STC- LL BC 0 WEBS LAYOUT 10: 332 3333 SCALE: DL BC 10 2X4 13 SP ADDRESS: MEMBER TRUSS PIAIE INSTITUTE . 1 ' 4 ' - TOTAL 47 FkCFPT 4$ MAY BR tIOTEO It LUMBER SMALL BE OF THE SPECIFIED 01111M14 GRADES, 6) C011ECTDR PLATES$HALL BE 111STALLEO SIMAETRICALL# dl 101 ALL TEIISIOII CHORD MEIMIERS ASSUMED TO BE CGII I1U(Y:151,- 13! .0MIGICAIES LATEPAL BRAC114 MEMBER IIJA M11U) SPECIES. "AD 193,NA/INJM MOISTURE C011lEllT. OR S'JCM THAT THE ,WHIN. BRACED 61 EITHER 3i B' .41111 PLVM3W SEATH1113, 1/2' 14! IIISIALO LAIICH A1E1ECT1[41 GF THE 1�4S, PERNA1EHI. MG IS GFnIG+EP ALI.DWABLE STRESS'VALUES. ALL VALUES USED 6; IVR C.CAO SPLICES APE HOT PECOMIEHOEO 10 OCCUR WHY WVPALL DP BPACIIa MEMBERS SPACED 10' 0 INA/;. IEH1'CAAP- SPACIHIG SWJJ 15 bE UGE IH ACCGPGAIICE 0I1n FOR OESIGIH ARE BASED GI THE LATEST 10111011 Of THE IIA- GIPECTLV ABOVE A BOTT011 CHORD SPLICE. U10 ILESS 1TE0 OTHERWISE CIAHEIIT TPI 9PACIIW MID EPECTIGP 4 A3GHS L1tATI . IIOMAL DESIGN STAHOARDS PJBLISED Br INE NATIOIIAL 71 V-2000 APPROVAL 1GMBEPS: UBC 7342. FMA TCB 7011. SBCC 111 ALL CGIPTESSIGI C"0415ME14KFWS ASS.WHED TO BE CGH]IFJUVJSL-16, THIS GESIGHH COHFORTS 1G CUPPE111 IPI OESISHH SPECIFICA- FOREST PRODUCTS ASSC-C IA I IDH. 7261. BOCA FILE 66-126 SPACED B1 EIIHEA 3/6' )MIN,) PLVMODA SEAI"InG, 3/2- 11514S FGR METAL PLATE 0I241ECIED,ODA TRUSSES A14C 21 THIS DESIGI IS BASED 01 CLAA1 CC411ECTOP PLATES GILV. 41 THIS IA'JSS HAS BEEN GESIGIEO FOR THE LOAONI6 SHOMI WIII.) ORIMALL OR BRACLIS MEMBERS SPACED AT 16. 0 C. GIALITV SINIOAAGS Fall TRUSSES. 3) CO/ECTOR PLATES SIZES ARE BASED O/AXIAL FORCES d<'1. Off THIS DRAMIH6. INSIALLATIGI MID USE SHALL CGIM HFOMAXI, UNLESS VOTED OTHERWISE. 161 110 MHVBER OD CF THE TRUSS MA1 BE CUT DA MODIFIED IIT AHI MAN. 41 COiECICA PLATE SIZES APE CALLED OUT WIDTH IACAOSS SLOTS) MIT" THIS OESIOI 12) ® 11101CAIES BEAP114 LOi.ATIGI. 171 SPECIAL HAIELIMG CAFE SHOULD BE 1A"E0 GUMIMS SHIPPIH6 AWOL DM B'1 LEI1GTn (ALG SLOTSi A140 THE DPIEMTATIOH Cf THE 9, THIS OESIGH IS APPLICABLE To SHORTER SPA" IPUSSES OF EPECTIGH OF TRUSSES SEE nI/-91 FOR PECONWIMTIOHS. -CUIFIGURATIUI AIG LOADING SPECIFIED 81 FABRICATOR -REPETITIVE MEMBER STRESSES HOT USED. -ADOITIOIIAL PLATING FOR HAIDL111G TRUSSES IS PESPlx751811-I14'Of FABRICATOR. -THIS TRUSS IS OESIGIIED GILL) FOR THE LOADS SIOHIH, PROVISIOII FOR THE PREVENTICTI OF PD44011IG NUS) BE MADE AIID IS 1101 THE RESPO/ASIBILITY OF THE TRUSS FABRICATOR OR CLARY, RUN 4-7-8 4-4-8 3-0-0 1-4-8 4-7-8 AM 1-5-14 1-5-14 74 PLF Max Height 4-10-3 12 Q 6 2731 273# 1 4. 12 322# \ 3229 6 G� J. + 1600 \ 1609 0 i 860 119# 1191 861 � T T 960# SIN# 111 I I Hn (3.51 382 13.5138% f f 3x4 Sxa 3x8 3x4 20 PLF 9-0-0 3-0-0 9-0-0 1-4-0 21-0-0 1-4-0 BUILDING TYPE: Enclosed Residentiat Q CODE: Standard Building Code (SBCCI 1991) �2 WIND SPEED: 110 a)pN MEAN ROOF HIGHT: 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: 1 Maximum deflection occurred at bottom joint /2. Maximum Live Load Deflection of .069' 11/15), Index-.098, (L/3652) Maximum Total Load Deflection of ,108' (2/16), Index-.103, (L/2333) &N• 4� ,Olt (/ Q f�fw 3-z-Z-93 kjST,D (YN Dw 4-11 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSFI TC LUMBER TRUSS: 2110" H-9 T-18 DWG, 1 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS 5il� 1801 S. GSW PKWY. SC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7'0 DL TC 7 2X4 #2 N SP �OF TT` (214) 660-3940 PLAAREA: - INCFOp-3TL LL BC 0 WEBS LAYOUT ID: 244 33.33 OL 8C 10 2X4 03 SP AOORESS: SCALE: MEMBER TRUSS PLATE INSiITUIE TOTAL 47 FXCFPT AS MAY 8F NOTFU 3/16 R1 11 Lt#4KA SHALL BE Of 11E SPECIFIED"IflIVA SUM& 51 C0111ECTOR PLATES SHALL BE DLSIALLED SUuEIRICAILJ pt 10) ALL IEUSICAI CHORD MEMBEAS ASSxEO TO BE CLAiIRAJRJSt- SPECIES, 04D 19%0001MJM W31STIAE CairErn, OR SUCH THAT THE'*INT SPACED Br EI ER 3/8' OeN6 01.111030 SIEATNI1*' 112, 1.: 15 GF HIDER ALtao tE SIPES$'utt" ALL JAUES USED a, KIP Ctow SPLICES AAE LWT PEC00114"OEO 10 DCC"JA INIth TRIIHALL OF SPACING PEPPERS SPACED 10' 9 L. 1144.11. IkMPV— FOA OES14H ARE BASED all THE LATEST IBITION OF INE NA- GSPECIL'J A807£A 60INN CHORD SPICE. tACESS NOTED O/HEROISE CLOW141 IPt... TIOHAL DESIGN STADAPOS raOLIWO it Ttf NAT/DIAL 71 Y-2000 APPAD01.1r.440EAS: MC 2342. FNA LCB 2014. SBCC it) ALL CDWPRESSIUf CnDlf,14114PEPS ASS'JMEG TO tf CUT I0AXJSI 115, THIS E.ESIC41 COIF014. - FOREST PRODUCTS ASSOCIAt10N. 7254 BOCA FELE 66-125 BRACED Of EIIHER 3/6` 4111H.1 PLfW"SHIEATHNN6 112' MUS FOR OCTAL PLATE C5044;.. 24 IRIS DESIGN IS BASED ON CLAD CUaECTOR PLATES OILY. 6) IONS IWJSS HAS KETT OESIGtED FOR THE LUD114 SHOWU *10.1 DPJMALL OR SAACEtO MEMBERS SPACED AT 16" P.C. DUALIIJ SIP1.OAAGS FCA TAUSSES, 3, COtMECTOR PLATES SIZES ARE BASED pi AXIAL FORCES 0111.1. OH IHtS WAMTIW. 1167ALLATI01I 010 USE SHALL CCNFOAN (MAX). IPQESS HOTED OTHEAMTSE. 161 110 ME111EA OF THE IPJSS MAH BE CUT CA NODI,.. 4) CO SECIDP PLATE SIZES ARE CALLED OUT MIGTH IACAOSS SLOTS; Oil"THIS DE$1614 12) ® INDICATES BEAN*LOCATION. 171 SPECIAL 041111.1111 CARE S4"0 BE WAXER 0UA114 SHA- BY LENSTH IKOK SLOTS} AND INE ORIENTATION OF THE tN THIS DESIGN IS APPLICABLE TO SHORTER SPAN TPI/SSES OF EPECIIDIJ OF /NJSSES SEE n14-91 FOR PEC0WfiDAIM4 SIZE CALL,CUT Is InE 01KC11011 OF be 13 ATE LENGTH. IDEMICAL LUMUG AND C111FIOURAT12i -COLO GURATI 1 AIG LOA0114 SPECIFIED Of FABRICATOR -AJ101TIOIIAL PLATIUG FON HANOLItb TRUSSES 15 PESMIS1811.JT7 OF FABRICATOR. 5-a-1 1-11-12 x-11.12 5-b-� ALAN 1-5-1• :-5-7i 74 PLF max Height 5-7-3 12 Qa 388, 12 3781 3781 �+ 0 0 ` 1931 t + n 111 -�� 661 3381 138* 66t 9660 984* 13.51382 13,5138% s I I'111 5x5 3x4 3x4 3x4 20 PLF 7-0-0 7-0-1 7-0-0 BUILDING TYPE: Enctosed Ratidentiat 1-4-0 21-0-0 1-4-0 CODE: Standard Building Cock (SBCCI 1941) 41 WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 73-7 # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 8 Maximum deflection occurred at bottom joint 02. Maximum Live load Deflection of .069' WIN. Index-.099, (L/3652) Maximum Total Load Deflection of .109' (2/16), Index-.104, (L/2312) aev. 3-?3-q3 ow t V 3-ZZ-111-1r3 w1nD Mu)Z `^w •TE TYPE: O,C. SPACING LOADING (PSF) TC LUMBER TRUSS 21'0` COMMON T-19 DNS. 0 2-0-0 L TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SGS OL TC 7 BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 2X4 Y2 N SP LAYOUT 10: � OF I BC 0 WEBS t •n ']Y) a3 C19 �!'SJIOGGC" _._ ._